19043_C & E Manufacturing_BPA_2015_06_11

Via Fed Ex 2nd Day

June 11, 2015
NCDENR
Division of Waste Management
NC Brownfields Program 1646 Mail Service Center Raleigh, NC 27699

Attention: Ms. Shirley Liggins Re: Brownfields Property Application
C&E Manufacturing Ltd.
(a.k.a. ADDCO)
1600 Linville Falls Highway Avery County, North Carolina H&H Job No. FCB.014

Dear Shirley:
Enclosed please find the original of the Brownfields Property Application for the above referenced project. If you have any questions, please feel free to contact me.

Sincerely,
Hart & Hickman, PC
Matt Ingalls
Project Manager

MJI/vmg Enclosures

cc: Mr. Steve Pollock, First Citizens Bank (via email)

Brownfields Property Application

C&E Manufacturing Ltd.
(a.k.a. ADDCO)
1600 Linville Falls Highway
Avery County, North Carolina

H&H Job No. FCB.014
June 8, 2015

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Brownfields Property Application
North Carolina Brownfields Program
www.ncbrownfields.org
I. PROSPECTIVE DEVELOPER (PD) INFORMATION {USE TAB KEY TO GET TO NEXT
DATA ENTRY LINE – DO NOT USE THE RETURN KEY} A. PD information:
Entity name First-Citizens Bank & Trust Company (FCB)
Principal Officer Steve Pollok
Representative Steve Pollok
Mailing Address Mail Code: DAC36, 100 E Tryon Road, Raleigh, NC 27603

E-mail address [e-mail]
Phone No. 919-716-8793
Fax No. 919-716-2410
Web site

B. PD contact person information (i.e., individual who will serve as the NCBP’s point of contact if different than above):
Name Matt Ingalls
Company Hart & Hickman, PC
Mailing Address 2923 S. Tryon Street #100
Charlotte, NC 28203
E-Mail Address [e-mail]
Phone No. 704-586-0007
Fax No. 704-586-0373

C. Information regarding all parent companies, subsidiaries or other affiliates of PD (attach
separate sheet(s) if necessary): (Use for LLCs) Member-managed or manager-managed? Answer:

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If manager-managed, provide name of manager and percent of ownership:
Name
Ownership (%)
Mailing Address

E-Mail Address
Phone No.
Fax No.
For all LLCs, list all members of the LLC and provide their percent of ownership:

Name
Ownership (%)
Mailing Address

E-Mail Address
Phone No.
Fax No.
Name
Ownership (%)
Mailing Address

E-Mail Address
Phone No.
Fax No.
Name
Ownership (%)
Mailing Address

E-Mail Address
Phone No.
Fax No.

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Managers of manager-managed LLCs are required to execute all brownfield documents for the LLC; as to member-managed LLCs, state name of member who will sign these
documents.

List all parent companies, subsidiaries and other affiliates:
(Use for Partnerships) Check one: General Partnership Limited Partnership

List all partners and percent of ownership:
Name
Ownership (%)
Mailing Address

E-Mail Address
Phone No.
Fax No.
Is this person a general or limited partner?
Name
Ownership (%)
Mailing Address

E-Mail Address
Phone No.
Fax No.
Is this person a general or limited partner?
List all parent companies, subsidiaries and other affiliates:

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(Use for corporations other than LLCs) (If information is the same as shown in 1.A., please indicate “same as 1.A.” below.)

Name same as 1.A.
Mailing Address

E-Mail Address
Phone No.
Fax No.

List all parent companies, subsidiaries and other affiliates:
Steve, please let us know if this is applicable.

(Use for individuals)
(If individual is the same as shown in 1.A., -please indicate “same as 1.A.” above.)
Name
Mailing Address

E-Mail Address
Phone No.
Fax No.

D. Does PD have or can it obtain the financial means to fully implement a brownfields
agreement and assure the safe reuse of the property? (Attach supporting documentation such as letters of credit, financial statements, etc.)

Answer Yes
Explanation First-Citizens Bank & Trust Company (FCB) was established in 1898 and is a
Federal Reserve Member and a Equal Housing Lender. FCB has total assets in an amount
greater than $30 Billion and is publicly traded (Nasdaq: FCNCA).

FCB is applying for the Brownfields Agreement prior to foreclosing on the C&E
Manufacturing Ltd (a.k.a. as ADDCO) property located at 1600 Linville Falls Highway in
Avery County, North Carolina. FCB is financially sound and has the ability to fully implement
a Brownfields Agreement.

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E. Does PD have or can it obtain the managerial means to fully implement a brownfields
agreement and assure the safe use of the property?
Answer Yes
Explanation FCB has a strong background in financing real estate development and
construction projects. In addition, FCB has retained the services of Hart & Hickman, PC
(H&H) who is experienced in Brownfields redevelopment and implementation of Brownfields
requirements. Collectively, FCB and H&H have significant experience with redevelopment of
challenged properties, and we are aware of the requirements and restrictions that are
typically included in the Brownfields Agreement to ensure successful implementation of a
Brownfields Agreement and safe use of the property.

F. Does PD have or can it obtain the technical means to fully implement a brownfields agreement and assure the safe use of the property?
Answer Yes
Explanation FCB has a wide range of engineering and environmental experience available
to it. FCB has also retained H&H who have extensive experience in environmental matters
in Brownfields assessment and implementation of Brownfields agreements.

G. Does PD commit that it will comply (and has complied, if PD has had a prior project in the NCBP) with all applicable procedural requirements of the NCBP, including prompt payment of
all statutorily required fees?
Answer Yes

(List all NCBP project name(s) and NCBP project ID numbers where PD or any parent company, subsidiary and other affiliate of PD has been a party to.)
NA
H. Does PD currently own the property? Answer No
If yes, when did PD purchase the property and from whom? (Provide name, address, telephone number and email address of the contact person for the current
property owner.)

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If no, provide the name, address, telephone number and e-mail address of the contact person for the current property owner

FCB holds a security interest in the property and intends to foreclose on the property in the future. The parcel is currently owned by the following entity:
C & E MANUFACTURING, LTD PO BOX 187
LINVILLE NC 28646 I. If PD does not currently own the property, does PD have the property under contract to
purchase?
Answer No
If yes, provide date of contract.

If no, when does the PD intend to purchase the property (e.g., after the project is determined to be eligible for participation in the NCBP, after PD receives a draft BFA, after the
conclusion of the brownfields process)? Note: the Act requires the PD to demonstrate that it
intends to either buy or sell the property.
FCB plans to foreclose on and take ownership of the subject property in the near future
(actual date to be determined).

J. Describe all activities that have taken place on the property since PD or PD’s parents,
subsidiaries and/or other affiliates, and/or lessees or sublessees of PD, took ownership of or
operated at the property (e.g., industrial, manufacturing or commercial activities, etc.). (Include a list of all regulated substances as defined at NCGS § 130A-310.31(b)(11) that have
been used, stored on, or otherwise present at the property while those activities were
conducted, and explain how they were used.)
N/A. FCB has conducted certain pre-foreclosure due diligence activities including conducting
Phase I and II ESA activities on the property.
II. SITE INFORMATION
A. Information regarding the proposed brownfields property:
Proposed project name C&E Manufacturing Site
acreage 5.71 street address(es) 1600 Linville Falls Highway

city Linville County Avery zip 28646

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tax ID(s) or PIN(s) 184407688011
past use(s) The subject property was undeveloped land previously utilized as a
nursery prior to development of the industrial buildings on the property beginning in 1994. ADDCO Manufacturing Company, Inc. (ADDCO) has utilized the facility to manufacture
automotive anti-sway bars since 1994. current use(s) The property is occupied by three industrial buildings including a
9,000-square ft manufacturing and office building (Building 1), a 14,500 square ft manufacturing/warehouse building (Building 2), and a 20,000-square ft shipping/receiving warehouse with a powder coating application area and former paint booth (Building 3). A
solar farm is located in the southeastern portion of the property that was installed and is managed by Eagle Electron Power Partners (EEPP). The western portion of the site
consists of undeveloped land.
cause(s)/source(s) of contamination:

known
suspected auto anti-sway bar manufacturing activities
B. Regulatory Agency Involvement: List the site names and all identifying numbers (ID No.) previously or currently assigned by any federal, state or local environmental regulatory agencies for the property. The ID No’s may include CERCLIS numbers, RCRA generator
numbers for past and present operations, UST database, Division of Water Quality’s incident
management database, and/or Inactive Hazardous Sites Branch inventory numbers. (In many instances, the PD will need to actively seek out this information by reading
environmental site assessment reports, reviewing government files, contacting government
officials, and through the use of government databases, many of which may be available over the internet.)
Agency Name/ID No:
Agency Name/ID No:
Agency Name/ID No:
Agency Name/ID No:
Agency Name/ID No:
C. In what way(s) is the property abandoned, idled, or underused?
Upon foreclosure, the occupant will leave and the property will become vacant and thus abandoned and underutilized. The site is located within an econmically challeged area of
Avery County. A new tenant and/or property owner will provide a significant public benefit to
the surrounding community.
D. In what way(s) is the actual or possible contamination at the property a hindrance to development or redevelopment of the property (attach any supporting documentation such as letters from lending institutions)?

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The presence of soil and groundwater contamination identified during recent Phase II ESA activities conducted on the property is a hindrance to future development. FCB and subsequent
potential tenants or buyers would be unlikely to invest in the redevelopment of the property
without a Brownfields Agreement because of the potential liability issues and challenges as the result of the contamination. Before FCB acquires the property by foreclosure and offers it for
reuse and redevelopment, it needs to ensure that the property will be accepted into the Brownfields Program and that future owners and occupants will have the protections and benefits afforded by a Brownfields Agreement.
E. In what way(s) is the redevelopment of the property difficult or impossible without a brownfields agreement (attach any supporting documentation such as letters form lending
institutions)?
FCB believes that a Brownfields Agreement will be essential for the viable and safe reuse of
the property. FCB's risk management strategy includes obtaining a Brownfields Agreement as part of the foreclosure process and it is unlikely that the property would be foreclosed upon and
then redeveloped without a Brownfields agreement.
F. What are the planned use(s) of the redeveloped brownfields property to which the PD will
commit? Be as specific as specific as possible.
FCB plans to foreclose on the property with the intent of either selling or leasing the property
to a new industrial tenant(s). The property may require redevelopment, renovation, and/or building expansion to address the requirements of the new owner/tenant.

G. Current tax value of brownfields property: $918,300
H. Estimated capital investment in redevelopment project: $Unknown at this time
I. List and describe the public benefits that will result from the property’s redevelopment. Be as
specific as possible. (Examples of public benefits for brownfields projects include job creation,
tax base increases, revitalization of blighted areas, preserved green space, preserved historic places, improving disadvantaged neighborhood quality-of-life related retail shopping
opportunities, affordable housing, environmental cleanup activities or set asides that have
community or environmental benefits. In gauging public benefit, NCBP places great value upon letters of support from community groups and local government that describe
anticipated improvements in quality of life for neighboring communities that the project will
bring about. The inclusion of such support letters with this application is recommended and encouraged.)

1) maintain and increase the tax base, including both an increase in property tax and taxes
associated with possible additional employees and increased economic activitity; 2) create additional construction opportunities to local contractors associated with property improvements;
3) provide postive economic impact to the surrounding community and businesses; 4) provide for use of existing developed properties rather than greenfields in an environmentally
sensitive area; and
4) potentially spur additional development in the area resulting in a larger local tax base.
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Special Note: Please describe all environment-friendly technologies and designs PD plans
to utilize in its redevelopment strategy. For example, environment friendly redevelopment plans could include: Leadership in Energy and Environmental Design (LEED) Certification,
green building materials; green landscaping techniques such as using drought resistant plants; energy efficient designs, materials, appliances, machinery, etc.; renewable sources of energy, and/or recycling/reuse of old building materials such as brick or wood.
A solar farm is located in the southeastern portion of the property that was installed and is managed by Eagle Electron Power Partners (EEPP). FCB desires to maintain EEPP as a
tenant on the property.
As appropriate, environmentally friendly development techniques and project enhancements
will be considered.

J. Who will own the brownfields property when the Notice of Brownfields Property is filed with
the register of deeds at the conclusion of the brownfields process? (If information is the
same as 1.A. above, please indicate.)
Name FCB anticpates that either it, or a to-be-formed, wholly-owned single-
purpose entity will own the property at the conclusion of the Brownfields process, but it has
not made a final decision at this time.
Mailing Address

E-Mail Address
Phone No.
Fax No.

III. OTHER REQUIRED INFORMATION A. Brownfields Affidavit: PD must provide its certification, in the form of a signed and
notarized original of the unmodified model brownfields affidavit provided by NCBP, that it
did not cause or contribute to contamination at the property and that it meets all other statutory eligibility requirements. (Note: The form to use for this affidavit is attached to this
application. It must be filled out signed notarized, and submitted with this application.)
Is the required affidavit, as described above, included with this application?
Answer Yes. Please see Exhibit A.
B. Proposed Brownfields Agreement Form: PD must provide the completed form Proposed Brownfields Agreement. (Note: The form to use for this document is attached to this
application. It must be filled out, initialed, and attached on your submittal.)
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Is the required Proposed Brownfields Agreement , as described above, included with this application?

Answer Yes. Please see Exhibit B.
C. Location Map: PD must provide a copy of the relevant portion of the 1:24,000 scale U.S.G.S. topographic quadrangle map that shows the property clearly plotted, and that
measures at least an 8 ½ by 11 inches. (Note: these maps can be purchased through the
above link, or often through retail outdoor recreation stores that can print out the relevant map. Often environmental reports have location maps that use this type of map as the base
for its location map.) Is the required location map included with this application?

Answer Yes. Please see Exhibit C.

D. Survey Plat: PD must provide a preliminary survey plat of the brownfields property with the property boundaries clearly identified, and a metes and bounds legal description that
matches the property description on the plat. At this stage of the brownfields process; one
or more existing survey plats from a previous property conveyance will suffice. (Before the brownfields project enters the public comment phase of the brownfields process, the PD will
be required to submit a final brownfields survey plat which includes the information listed in
the brownfields survey plat guidance.) Is the required preliminary survey plat included with this application?

Answer Survey Plat is not available. Please see the Property Deed Legal Description in Exhibit D.
E. Site Photographs: PD must provide at least one pre-redevelopment photograph of the
property, in either hard copy or electronic format that shows existing facilities and structures. Please note that the NCBP prefers to have electronic photos instead of or
in addition to hard copies. Electronic copies of photographs should be emailed to: [e-mail] with a clear indication as to which Brownfields Application they apply to.
Are photographs of the property included with this application?
Answer Yes. Please see Exhibit E.

Have electronic copies of the photographs been emailed to NCBP?
Answer Yes.

F. Environmental Reports/Data: If it makes an affirmative eligibility determination, the NCBP will request that PD provide any and all existing environmental reports and data for the property on CD only. The brownfields process may be expedited if PD submits such
reports/data with this application. Are any environmental reports/data being submitted with this application?

Answer Yes. Please see the disc attached as Appendix F.
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If environmental reports/data are being submitted with this application, please provide the title,
date and author of each item being submitted:
Phase I ESA, ADDCO Facility, 1600 Linville Falls Highway, Newland (also listed as
Linville), NC prepared by Hart & Hickman, PC dated August 25, 2014;
Phase II ESA, ADDCO Facility, 1600 Linville Falls Highway, Newland (also listed as Linville), NC prepared by Hart & Hickman, PC dated November 18, 2014; and
Additional Phase II ESA, C&E Manufacturing (a.k.a. ADDCO) Facility, 1600 Linville Falls Highway, Newland (also listed as Linville), NC prepared by Hart & Hickman, PC dated January 27, 2015

IV. ADDITIONAL REQUIRED FORMS
The following forms are to be filled out and submitted with the application including the
Responsibility and Compliance Affidavit and the Proposed Brownfields Agreement. Submittal of the Affidavit requires signature and notarization, and the Proposed
Brownfields Application requires an initial.

Appendix A
NCDENR Affidavit

Appendix B
Preliminary Proposed Brownfields Agreement

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Preliminary Proposed Brownfields Agreement

I. Property Facts

a. Property Address(es): 1600 Linville Falls Highway, Linville, NC 28646 b. Property Seller: C&E Manfacturing Ltd.

c. Property Buyer: FCB (taking ownership via property foreclosure)
d. Brief Property Usage History: The subject property was undeveloped land previously utilized as a nursery prior to development of the industrial buildings on the property beginning in 1994.
ADDCO Manufacturing Company, Inc. (ADDCO) has utilized the facility to manufacture
automotive anti-sway bars since 1994. The solar farm located in the southeastern portion of the
site was developed on the property in 2010.
e. The planned reuse will potentially involve the following use classification(s) (check all that
apply):
School/childcare/senior care
Residential
Commercial, retail (specify)
Other commercial (specify)
Office
Light industrial
Heavy industrial
Recreational
Open space
Other (specify)

II. Contaminant Information
a. The contaminant situation at the property is best described by the following (check all that apply): Contaminants are from an on-property source(s)
Contaminants are from an off-property source(s)
Contaminants are from an unknown source(s)
Contaminants have not yet been documented on the property
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b. Contaminated Media Table. (If known, check appropriate boxes below)

Contaminant
Types
Soil Groundwater
and/or Surface
Water
Private Wells Vapor Intrusion
known Suspected known Suspected known suspected known suspected
o
rg
a
ni
c
s
Chlorinated Solvents (list):

Petroleum:
ASTs USTs
Other
X X
Other (list):

i
n
or
g
an
i
cs
Metals
(list):

X X (on-
site)

Other (list):

III. Protective Measures I am prepared to take steps necessary to make the property suitable for its planned uses while
fully protecting public health and the environment. I propose that NCBP consider a brownfields
agreement that will make the property suitable for the planned use(s) through the following
mechanism(s) (check all that apply):
Contaminant remediation to risk-based levels.
Engineered Controls (e.g., low permeability caps, vapor mitigation systems, etc)
Land use restrictions that run with the land that will restrict or prohibit uses that are
unacceptable from a risk assessment/management perspective. (Important Note: In any

Appendix C
Site Location Map

TITLE
PROJECT
SITE LOCATION MAP
ADDCO FACILITY
NEWLAND, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
8-20-14 0
1FCB-014
0 2000 4000
APPROXIMATE
SCALE IN FEETN
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
NEWLAND, NC 1994
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
SITE

Appendix D
Property Deed Legal Description

Appendix E
Site Photographs

Photograph 2: Building 2 located in the central portion of the site.
FC
B
-01
4 2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 1: Building 1 located in the northern portion of the site.
ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 4: Solar farm located in the southeastern portion of the site.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 3: Building 3 located in the southern portion of the site.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA

Appendix F
Previous Environmental Reports
Phase I ESA
ADDCO Facility

1600 Linville Falls Highway
Newland, North Carolina

H&H Job No. FCB-014
August 25, 2014

Phase I Environmental Site Assessment
ADDCO Facility
1600 Linville Falls Highway
Newland, North Carolina
H&H Job No. FCB-014

Table of Contents

1.0 Executive Summary ................................................................................................................1
1.1 Property Summary .................................................................................................................1
1.2 Findings, Opinions, and Conclusions ....................................................................................2
2.0 Introduction .............................................................................................................................5
2.1 Purpose and Scope of Services ..............................................................................................5
2.2 Methodology ..........................................................................................................................5
2.3 Limitations and Exceptions of Assessment ...........................................................................6
2.4 Special Terms and Conditions ...............................................................................................6
2.5 Data Gaps ..............................................................................................................................7
3.0 Site and Area Description ......................................................................................................8
3.1 General Site Description and Use ..........................................................................................8
3.2 Site Structures and Improvements .........................................................................................8
3.3 Property Owner, Manager, and Occupant..............................................................................9
3.4 Vicinity Characteristics .........................................................................................................9
3.5 Physical Setting ...................................................................................................................10
4.0 Records Review .....................................................................................................................12
4.1 Standard Environmental Record Sources – Federal, State and Local .................................12
4.2 Regulatory Agency File and Records Review .....................................................................13
4.3 Interviews ............................................................................................................................13
4.4 Historical Use Information ..................................................................................................14
5.0 Site Reconnaissance ..............................................................................................................16
5.1 Hazardous Substances .........................................................................................................16
5.2 Storage Tanks, Drains, and Sumps ......................................................................................18
5.3 Water and Wastewater Issues ..............................................................................................19
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5.4 Indications of PCBs .............................................................................................................19
5.5 Indications of Waste Disposal .............................................................................................20
5.6 Surface Conditions ..............................................................................................................20
5.7 Stormwater and Flood Information .....................................................................................21
6.0 Signatures of Environmental Professionals ........................................................................22
7.0 Qualifications of Environmental Professionals Conducting the Phase I ESA ................23

List of Figures

Figure 1 Site Location Map
Figure 2 Site Map

List of Appendices

Appendix A User Questionnaire
Appendix B Avery County Tax Information
Appendix C EDR Reports
Appendix D Safety Data Sheets
Appendix E Site Photographs
Appendix F Curriculum Vitae

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Phase I Environmental Site Assessment
ADDCO Facility
1600 Linville Falls Highway
Newland, North Carolina
H&H Job No. FCB-014

1.0 Executive Summary

Hart & Hickman, PC (H&H) has performed a Phase I Environmental Site Assessment (ESA) in
conformance with the scope and limitations of ASTM Practice E 1527-13 on the property located
at 1600 Linville Falls Highway in Newland, Avery County, North Carolina. Any exceptions to,
or deletions from, this practice are described in this report.

1.1 Property Summary

H&H has provided a brief summary of the current and former uses of the site and nearby area
below:

Subject Site
• The subject property is developed as an industrial manufacturing facility and consists of
an approximately 5.71 acre parcel of land. The property is occupied by three industrial
buildings including a 9,000-square ft manufacturing and office building (Building 1), a
14,500 square ft manufacturing/warehouse building (Building 2), and a 20,000-square ft
shipping/receiving warehouse with a powder coating application area and former paint
booth (Building 3). A solar farm is located in the southeastern portion of the property
that was installed and is managed by Eagle Electron Power Partners (EEPP). The western
portion of the site consists of undeveloped land.

• The subject property was undeveloped and land utilized as a nursery prior to development
of the industrial buildings on the property beginning in 1994. ADDCO Manufacturing
Company, Inc. (ADDCO) has utilized the facility to manufacture automotive anti-sway
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bars since 1994. The solar farm located in the southeastern portion of the site was
developed on the property in 2010.

Nearby Area
• Properties surrounding the subject site include Stor-All Mini-Storage (1438 Linville Falls
Highway) to the north; Linville Falls Highway to the east with residences located beyond;
a driveway access to Camp Carmel to the south with Classic Stone Works (1710 Linville
Falls Highway) located beyond; and undeveloped wooded land to the west.

• Surrounding properties have historically been residential, agricultural, or undeveloped
wooded land since the 1970s. Development of commercial and industrial properties
began along Linville Falls Highway in the 1980s/1990s.

1.2 Findings, Opinions, and Conclusions

The purpose of a Phase I ESA is to identify Recognized Environmental Conditions (RECs) in
connection with the property. RECs are environmental conditions that include the presence or
likely presence of hazardous substances or petroleum products on the property that indicate an
existing release, a past release, or a material threat of a release in structures on the property, or
into the ground, groundwater, or surface water on the property.

Our findings regarding RECs are based upon our review of historical records and maps; review
of regulatory database records and/or regulatory agency files; interviews with persons familiar
with the property; observations during the site reconnaissance; and data evaluation. Based upon
our completion of Phase I ESA activities, H&H has determined the following:

This assessment has revealed no evidence of recognized environmental conditions (RECs)
in connection with the property except for the following:

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• ADDCO employees apply a powder coating to metal anti-sway bars and other
components within an application booth/oven located in the southwestern portion of
Building 3. During our inspection, H&H identified black powder coating material on the
concrete floor of the powder coating application area and throughout the southwestern
portion of Building 3. According to the Safety Data Sheet (SDS), the coating material
contains barium sulfate, titanium dioxide, and benzothiazole-2-thiol. H&H also
identified black powder coating to the tile-covered floor, floor drain, and within an
industrial sink located in a men’s restroom in Building 3. The restroom’s floor drain and
sink are connected and convey fluids to a septic tank and septic field system located west
and southwest of Building 3, respectively.

H&H identified oil stains to an industrial sink located within the office/warehouse
Building 1. Site contact Mr. de Marcellus indicated the staining was likely from gear
lube, oil, or grease removed during hand washing and possibly parts cleaning activities.
The sink drains into a septic tank located adjacent and south of the building and
eventually into a septic field located in the southwestern portion of the site.

ADDCO employees previously applied paint to various metal parts within a paint booth
located in the northwestern portion of Building 3. Mr. de Marcellus reported that water
and paint thinner were used to clean paint from sprayers and it appears that paint
equipment may have been washed in an industrial sink located in Building 3. H&H
identified black paint stains to the concrete floor of the paint booth and to the exterior
wall of Building 3 beneath an exterior vent for the former paint booth. H&H did not
observe obvious evidence of paint stains to the ground surface below the former paint
booth vent.

H&H considers the potential discharge of powder coating materials, oil, waste oil, paint,
and paint thinner generated during manufacturing activities at the site into the facility
septic system to be a REC.
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The following potential environmental concerns (PECs) were identified in connection with the
subject property which, based upon our evaluation, are not RECs.

• During our site inspection, H&H identified multiple oil stains to the concrete floor in
Buildings 1 and 2 below metal cutting and fabrication machinery. Most of the oil stains
appeared to be small (< 3 square ft) and appeared to be contained within the building.
However, H&H identified three holes in the concrete floor within Building 2 where it
appears that the oil from nearby machinery has migrated below the concrete floor to
impact underlying soil. H&H probed the soil below the oil stains within the three holes
and it appears that the oil stains extends to a depth of approximately 2 inches below the
ground surface. H&H considers the oil stains to be a de minimis condition in accordance
to the ASTM E 1527-13 Standard. Based on this information, the potential for impact to
the subject site appears low, and H&H does not consider the oil stained soil to be a REC.

• H&H identified a buried propane UST located south of Building 1 that supplies fuel to
power the facility’s fork lifts and to heat the Buildings 1 and 2. Building 3 is heated with
natural gas. H&H did not observe gas like odors in the vicinity of the buried propane
UST indicative of a propane gas release. Based on this information, the potential for
impact to the subject site appears low, and H&H does not consider the buried propane
UST to be a REC.

• H&H identified an exterior vent hose that discharges powder coating material from the
powder coat application booth to the ground surface located near the southwestern corner
of Building 3. H&H did not observe obvious evidence of powder coating to the ground
surface below the discharge hose. Based on this information, the potential for impact to
the subject site appears low, and H&H does not consider the exterior vent hose from the
powder coating application area to be a REC.
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2.0 Introduction

This report presents the results of a Phase I ESA conducted on ADDCO facility located at 1600
Linville Falls Highway in Newland, Avery County, North Carolina. H&H conducted this
assessment for First Citizens Bank (FCB) in accordance with our authorized scope of work.

2.1 Purpose and Scope of Services

The purpose of this assessment was to identify, to the extent feasible pursuant to the processes
prescribed herein, recognized environmental conditions in connection with the property. Such
environmental conditions include the presence or likely presence of any hazardous substances or
petroleum products in, on, or at the property: (1) due to release to the environment; (2) under
conditions indicative of a release to the environment; or (3) under conditions that pose a material
threat of a future release to the environment. ‘Release’ shall have the same meaning as the
definition of ‘release’ as defined in CERCLA 42 U.S.C. § 9601(22) and ‘environment’ shall have
the same meaning as the definition of ‘environment’ as defined in CERCLA 42 U.S.C.§ 9601(8).
In this assessment, ‘migrate’ and ‘migration’ refers to the movement of hazardous substances or
petroleum products in any form, including, for example, solid and liquid at the surface or
subsurface, and vapor in the subsurface.

2.2 Methodology

H&H performed this Phase I ESA in general conformance with current ASTM Standard E 1527-
13, Standard Practice for ESAs: Phase I Environmental Site Assessment Process. The Phase I
ESA is also compliant with the statutory criteria for all appropriate inquiries currently accepted
by the United States Environmental Protection Agency under ASTM Standard 1527-13. The
scope of services for the Phase I ESA includes the following tasks:
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• Acquisition and Review of Data on Historical Use of the Property;
• Site Reconnaissance, Review of Adjacent Properties, and Interviews with
Knowledgeable Individuals;
• Review of Environmental Databases;
• Contacts with Regulatory Officials, as Appropriate; and
• Data Analysis and Reporting.

2.3 Limitations and Exceptions of Assessment

The following items were beyond the scope of this assessment, and H&H did not address them in
this report:

• cultural, historical, and archaeological sites survey
• radon and indoor air testing
• responsibilities of the User of this Phase I ESA to meet all appropriate inquiry as defined
in ASTM E1527-13
• asbestos, mold, or lead-based paint survey
• drinking water testing
• rare and endangered species survey
• wetlands verification/delineation

The User of this Phase I ESA has certain responsibilities to meet all appropriate inquiry as
defined in ASTM E1527-13. H&H provided a User Questionnaire to Mr. Steve Pollok of FCB to
in part address the User’s responsibilities. H&H has provided a copy of the completed User
Questionnaire in Appendix A.

2.4 Special Terms and Conditions

The conclusions presented in this report are professional opinions, based solely upon visual
observations of the site and vicinity and our interpretation of the available historical information,
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documents reviewed, and analytical results as described in this report. They are intended
exclusively for the purpose outlined herein and at the site location and the project indicated.

This report is intended for the sole use of FCB. The report may not be relied upon by other
parties without the express written consent of H&H and FCB. The scope of services performed
in execution of this investigation may not be appropriate to satisfy the needs of other users, and
any use or re-use of this document or the findings, conclusions, or recommendations presented
herein is at the sole risk of said user.

It should be recognized that this study was not intended to be a definitive investigation of
contamination at the subject property. It is possible that currently unrecognized contamination
may exist at the site. Opinions and recommendations presented herein apply to site conditions
existing at the time of our investigation and those reasonably foreseeable. They necessarily
cannot apply to site changes of which H&H is unaware and has not had the opportunity to
evaluate.

2.5 Data Gaps

H&H identified the following data gap during our Phase I ESA activities:

• Details about the early history of the property prior to the 1970s are unknown. This lack
of information is considered to be a data gap in accordance with ASTM 1527-13.
However, information obtained during the Phase I ESA indicates that the site was
primarily undeveloped wooded land or land utilized as a nursery prior to development in
1998 and this limitation is not expected to significantly alter the findings of this
investigation. Additionally, if the agricultural chemicals were used during operation as
nursery in accordance with manufacturer recommendations, the potential for this data gap
to affect the conclusions in this report is low.

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3.0 Site and Area Description

3.1 General Site Description and Use

A general site description and the property use are noted below:

Site Description: industrial manufacturing facility and solar farm
Site Address: 1600 Linville Falls Highway, Newland, Avery Co., NC
Parcel Size: 5.71 acres

The property is occupied by ADDCO Manufacturing Company, Inc. (ADDCO) to manufacture
automotive anti-sway bars and associated components. A solar farm is located in the
southeastern portion of the property and the western portion of the site consists of undeveloped
land.

3.2 Site Structures and Improvements

Structures and improvements identified on the property include the following:

Building: Building 1 – manufacturing and office/warehouse (9,000 square ft)
built in 1994
Building 2 - manufacturing/warehouse (14,500 square ft) built in
1999
Building 3 – shipping/receiving warehouse with powder coating
application area and former paint booth (22,000 square ft) built in
2001

The property is occupied by three industrial buildings including a 9,000-square ft
manufacturing and office building (Building 1), a 14,500 square ft manufacturing/warehouse
building (Building 2), and a 20,000-square ft shipping/receiving warehouse with a powder
coating application area and former paint booth (Building 3). A solar farm is located in the
southeastern portion of the property that was installed and is managed by Eagle Electron
Power Partners (EEPP). The western portion of the site consists of undeveloped land.
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Other Improvements: loading docks
gravel-paved driveway and parking lot
solar farm surrounded by a chain-linked fence
concrete pavement

Utilities: municipal water – not available
sanitary sewage – not available
electricity – Mountain Electric Co-op
natural gas – Piedmont Natural Gas

3.3 Property Owner, Manager, and Occupant

Based upon our site visit and a review of the Avery County tax record, H&H identified the
following property owner and site occupant associated with the subject property:
Property Owner: C&E Manufacturing Ltd
Parcel ID #: 184407688011 (see Appendix B)
Property Contact: Mr. Edmond (Ed) de Marcellus (ADDCO)

ADDCO manufactures automotive anti-sway bars and associated components. Manufacturing
activities include cutting, welding, bending, sanding, painting (previously), and powder coating
metal parts. H&H interviewed Mr. de Marcellus during our site visit to obtain information
regarding site history and current operations. A summary of our interview with Mr. de Marcellus
is presented in Section 4.2 and is included throughout the Phase I ESA report.

3.4 Vicinity Characteristics

The table below summarizes properties that surround the subject properties.

Location Property Description
North Stor-All Mini Storage (1438 Linville Falls Highway)
East Linville Falls Highway with residences located beyond
South a driveway access to Camp Carmel with Classic Stone Works (1710
Linville Falls Highway) located beyond
West undeveloped wooded land

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None of the properties surrounding the subject site are identified on environmental databases in
the EDR report (see Section 4.1).

3.5 Physical Setting

The subject property’s physical setting is presented as follows:

Topography
7.5-Minute Topographic Map: Newland, NC (dated 1994)
Site Elevation: 3,600 ft above mean sea level
Topographic Gradient: south

The topographic gradient in the area of the subject site is in a generally southerly direction
toward the Linville River located approximately 0.4-mile south of the subject site. A copy of the
USGS topographic quadrangle map is provided as Figure 1.

Geology
Avery County, including the subject property, is located within the Blue Ridge physiographic
province of North Carolina. This province is a northeast trending zone extending from Georgia
through Virginia and ranges in width from approximately 15 to 55 miles in North Carolina. The
Blue Ridge is a deeply dissected mountainous area of numerous steep mountain ridges,
intermontane basins, and trench valleys that intersect at all angles and give the area its rugged
mountain character.

The site is located within the Grandfather Mountain window of the Blue Ridge province which is
characterized by bedrock composed of meta-sedimetary and meta-volcanic rocks. Based on the
1985 Geologic Map of North Carolina, the bedrock underlying the subject property is composed
of greenstone and met-arkose with interlayered sedimentary rocks.

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Overlying the bedrock in many areas is a zone of residual soil or saprolite which is developed
from the in-situ weathering of the underlying rocks. The saprolite is typically composed of
unconsolidated silts, clays, sand, and rock fragments.

Groundwater generally occurs under water table conditions within the interconnected saprolite
and bedrock zones. The primary source of ground water in the area is from precipitation that
reaches the water table through infiltration. The saprolite is generally considered to be a recharge
medium for the bedrock aquifer because it holds precipitation and allows ground water to
gradually infiltrate into the bedrock joints, faults, and fractures. Groundwater flow is typically
from upland areas to lowland areas where ground water discharges to streams.

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4.0 Records Review

4.1 Standard Environmental Record Sources – Federal, State and Local

H&H utilized Environmental Data Resources Inc. (EDR), an environmental database search
service, for a cursory review of Federal and State regulatory database files regarding regulated
sites within the ASTM-specified search radii. Federal, state, local, tribal, and EDR proprietary
databases were searched by EDR on July 29, 2014. The EDR Report is included in Appendix C.

Upon our review of the EDR report, H&H identified and summarized the following information
pertaining to the subject property, off-site properties, and unmappable orphan properties.

Subject Site
The subject property is not listed in any of the databases searched by EDR.

Off-Site Properties
EDR did not identify Federal, State, Local, Tribal, and/or EDR Proprietary database listings for
off-site properties in the general vicinity of the subject site.

Unmappable Properties
H&H reviewed a list of unmappable sites presented in the EDR database report. Unmappable
sites do not contain sufficient address information in the environmental databases to plot them on
a map. H&H reviewed the area near the subject property for these unmappable sites. Based on
the limited information in the EDR report, H&H was unable to locate the listed sites near the
subject property.
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4.2 Regulatory Agency File and Records Review

DENR File Review
H&H attempted to review regulatory documents on the North Carolina Department of
Environment and Natural Resources (DENR) CARA³ web-portal. H&H could not locate
documents on the portal related to the ADDCO facility.

4.3 Interviews

Fire Department Interview
Fire Department Contact: Mr. Garrett Stonesifer
Linville Volunteer Fire Department

H&H contacted Mr. Garrett Stonesifer and requested information regarding fire department
responses to the subject property. Mr. Stonesifer reported that he was not aware of any
environmental issues or responses by the fire department to the subject property.

Site Contact Interviews
H&H interviewed ADCCO Plant Manager Mr. Ed de Marcellus during the Phase I ESA site visit.
Mr. de Marcellus reported that he and his father managed the facility from 1998 until the present.
Mr. de Marcellus reported that the facility generates a small amount of waste oil from machinery
service activities. He stated that ADDCO does not generate significant amounts of potentially
hazardous waste during manufacturing activities and is not listed as a Resource Conservation and
Recovery Act (RCRA) hazardous waste generator. Mr. de Marcellus reported that ADDCO
utilizes hydraulic oil, gear lube oil, cutting/coolant oil, powder coating, and other lubricants as
part of their operations. He reported that ADDCO previously (but no longer) operates a paint
booth in Building 3. Mr. de Marcellus reported that he is not aware of any additional hazardous
material spills or other environmental issues associated with subject property. Copies of Safety
Data Sheets (SDS) for oils, lubricants, and powder coatings utilized at the ADDCO facility are
included in Appendix D.
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4.4 Historical Use Information

Aerial Photographs
H&H utilized EDR’s Aerial Photo Decade Package for historical aerial photographs of the
subject property and surrounding area. A review of the provided aerial photographs to identify
past site usage is provided in the following table. The Aerial Photo Decade Package is included
in Appendix C.
Year Scale Subject Property Surrounding Property
1976 1”=1,000’ undeveloped wooded and
agricultural land
undeveloped wooded and agricultural land;
residence is visible across Linville Falls
Highway and east of the site
1994 1”=500’ undeveloped wooded land
undeveloped wooded and agricultural land are
visible to the south and west; residences are
visible to the east and across Linville Falls
Highway; two storage buildings are visible north
of the site
1998 1” = 750’
office/warehouse building
is visible in the northern
portion of the site similar to the 1994 aerial photograph
2005 1”=500’
office/warehouse building
and two industrial
warehouses are visible on
the property
industrial warehouse is visible to the south
2006 1”=500’ similar to the 2005 aerial
photograph similar to the 2005 aerial photograph
2008 1”=500’ similar to the 2006 aerial
photograph similar to the 2006 aerial photograph
2009 1”=500’ similar to the 2008 aerial
photograph
self-storage storage facility and industrial warehouse expanded to the north and south of the site, respectively
2010 1”=500’ similar to the 2009 aerial
photograph similar to the 2009 aerial photograph
2012 1”=500’
solar farm is visible in the
southeastern portion of the
site
similar to the aerial photograph

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Sanborn Fire Insurance Maps
Sanborn Fire Insurance Map coverage: no coverage (source – EDR Certified
Sanborn Map report, Appendix C)

City Directories
City and Cross Reference Directory coverage: 1999 to 2013 (source – EDR City Directory
Image Report in Appendix C)

The subject site is identified at the address 1596 Linville Falls Highway in the 1999 City
Directory and Classic Stone Works, Inc. (adjacent property to the south) is identified in the 2013
City Directory at the address 1710 Linville Falls Highway.
User Questionnaire
User Questionnaire completed by: Mr. Steve Pollok (FCB)

H&H submitted a User Questionnaire to Mr. Pollok to complete. Mr. Pollok indicated that the
User is not aware of environmental cleanup liens, activity or use limitations related to
contamination, discounted purchase price related to contamination, spills or environmental
cleanup on the property, or indications of the presence or likely presence of contamination. H&H
has included a copy of the completed User Questionnaire in Appendix A.

Historical Use Summary
The subject property was undeveloped and occupied by a nursery prior to development of the
industrial buildings on the property beginning in 1994. ADDCO has utilized the facility to
manufacture anti-sway bars since 1994. The solar farm located in the southeastern portion of the
site was developed on the property in 2010.

Surrounding properties have historically been residential, agricultural, or undeveloped wooded
land since the 1970s. Development of commercial and industrial properties began along Linville
Falls Highway in the 1980s/1990s.
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5.0 Site Reconnaissance

Mr. Jay Quattrocchi of H&H conducted a visual reconnaissance of the subject site on July 31,
2014. The weather conditions at the time of the site visit were overcast with temperatures in the
70s °F. General images of the subject property are included as Photographs 1 through 4. H&H
has included site photographs in Appendix E.

5.1 Hazardous Substances

As mentioned previously, ADDCO manufactures automotive metal anti-sway bars and associated
components (Photograph 5). Manufacturing activities include cutting, welding, bending, tooling,
painting, and powder coating of metal parts. H&H interviewed Mr. Ed de Marcellus during our
site visit to obtain information regarding site history and current operations. Mr. de Marcellus
reported that the facility utilizes hydraulic oil, gear lube oil, cutting/coolant oil, powder coating,
and other lubricants as part of their operations. He reported that ADDCO previously (but no
longer) operates a paint booth in Building 3. A summary of our observations regarding the use of
potentially hazardous substances is presented below.

Oil/Waste Oil
Mr. de Marcellus reported that the facility generates a small amount of waste oil during machine
maintenance but does not generate significant amounts of potentially hazardous waste during
manufacturing activities, and is not listed as a RCRA hazardous waste generator. Mr. de
Marcellus reported that waste oils are collected in 55-gallon drums and are staged indoors within
the warehouse prior to transport and disposal by Safety-Kleen on a routine basis (Photograph 6).
H&H also identified two 55-gallon waste oil drums staged outdoors between Buildings 2 and 3.
H&H did not observe evidence of staining or unusually stressed vegetation to the ground surface
below the drums (Photograph 7).

During our site inspection, H&H identified multiple oil stains to the concrete floor in Buildings 1
and 2 below metal cutting and fabrication machinery. Most of the oil stains appeared to be small
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(< 3 square ft) and appeared to be contained within the building. However, H&H identified three
holes in the concrete floor within Building 2 where it appears that the oil from nearby machinery
has migrated below the concrete floor to impact underlying soil (Photographs 8 and 9). H&H
probed the soil below the oil stains within the three holes and it appears that the oil stains extends
to a depth of approximately 2 inches below the ground surface.

H&H identified oil stains to an industrial sink located within the office/warehouse Building 1
(Photograph 10). Site contact Mr. de Marcellus indicated the staining was likely from gear lube,
oil, or grease removed during hand washing and possibly parts cleaning activities. The sink
drains into a septic tank located adjacent and south of the building and eventually into a septic
field located in the southwestern portion of the site.

Powder Coating
ADDCO employees apply a powder coating to metal sway bars and other components within an
application booth/oven located in the southwestern portion of Building 3 (Photograph 11).
During our inspection, H&H identified black powder coating material on the concrete floor of the
powder coating application area and throughout the southwestern portion of Building 3.
According to the Safety Data Sheet (SDS), the coating material contains barium sulfate, titanium
dioxide, and benzothiazole-2-thiol. H&H also identified black powder coating to the tile-covered
floor, floor drain (Photograph 12), and within an industrial sink located in a men’s restroom in
Building 3 (Photograph 13). The restroom’s floor drain and sink are connected and convey fluids
to a septic tank and septic field system located west and southwest of Building 3, respectively.

H&H identified an exterior vent hose that discharges powder coating material from the powder
coat application booth to the ground surface located near the southwestern corner of Building 3
(Photograph 14). H&H did not observe obvious evidence of powder coating to the ground
surface below the discharge hose.
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Paint Booth
ADDCO employees previously applied paint to various metal parts within a paint booth located
in the northwestern portion of Building 3 (Photograph 15). Mr. de Marcellus reported that water
and paint thinner were used to clean paint from sprayers. H&H identified black paint stains to
the concrete floor of the paint booth and to the exterior wall of Building 3 beneath an exterior
vent for the former paint booth. H&H did not observe obvious evidence of paint stains to the
ground surface below the former paint booth vent.

5.2 Storage Tanks, Drains, and Sumps

During our site visit, H&H visually assessed the subject site for the presence of storage tanks and
sumps. A summary of our assessment is presented below.

Underground Storage Tanks (USTs): one propane UST
Aboveground Storage Tanks (ASTs): none observed or reported
Sumps: two septic tanks (see Section 5.3)

H&H identified a buried propane UST located south of Building 1 that supplies fuel to power the
facility’s fork lifts and to heat the Buildings 1 and 2 (Photograph 16). Building 3 is heated with
natural gas. H&H did not observe gas like odors in the vicinity of the buried propane UST
indicative of a propane gas release.

Wastewater derived from the facility restrooms, floor drains, and industrial sinks discharge into
the two septic tanks located south of Building 1 and west of Building 3. Wastewater from the
septic tanks discharge into a septic field located in the southwestern portion of the property.
Additional information regarding the potential for a release to the facility’s septic systems is
presented in Section 5.1.
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5.3 Water and Wastewater Issues

Water and wastewater use is summarized below.

Water
Municipal Water: not available

Water Supply Wells: water supply well located north of Building 1

Wastewater
Sanitary Sewage: not available

Septic Systems: two septic tanks

A water supply well located north of the Building 1 reportedly supplies potable water to the
facility. Mr. de Marcellus reported no issues associated with water quality from the on-site well.

Mr. de Marcellus reported that the facility discharges domestic wastewater into two septic
systems located south of the office/warehouse and in the southwestern portion of the site
(Photographs 17 and 18). H&H identified evidence of oil stains and of powder coating material
to sinks and floor drains within the site buildings indicative of a potential release to facility’s
septic system. The oil stains and powder coating materials are discussed further in Section 5.1.

5.4 Indications of PCBs

Polychlorinated biphenyls (PCBs) are sometimes found in mineral oils used in electrical
equipment including transformers. PCBs are a potential environmental contaminant.

Transformers: three pad-mounted transformers
two pole mounted transformers

Transformers Owner: Mountain Electric Co-op
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H&H identified three pad-mounted transformers located south of Building 1 and east of Building
3, and two pole mounted transformers located in the northeastern portion of the property
(Photograph 19). H&H did not observe evidence of staining to the concrete pads or to the
ground surface below the transformers. The transformers identified on the property appeared to
be in good condition with no evidence of a release. The transformers are the responsibility of
Mountain Electric and the landowner is not responsible for leaks or spills from the transformers.

5.5 Indications of Waste Disposal

Indications of waste disposal are summarized below:

Waste Containers: one dumpster
Debris Piles: scrap wood

H&H identified a dumpster on the subject site located between Buildings 2 and 3 that contained
office trash, household items, and food containers (Photograph 20). H&H did not observe
evidence of significant staining on the ground surface below the dumpster.

H&H identified scrap wood located in the southwestern portion of the site (Photograph 21). The
wood debris does not appear to pose an environmental risk to the subject site.

H&H also identified an abandoned automobile located southwest of Building 3 (Photograph 22).
H&H did not observe evidence of staining to the ground surface below the vehicle indicative of a
significant environmental release.

5.6 Surface Conditions

During our reconnaissance of the subject property, H&H identified the following surface
conditions:

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Interior Surface Conditions: concrete floor (warehouses)
carpet (offices)
floor tile (restrooms and break room)

Exterior Surface conditions: gravel parking areas
driveways
concrete sidewalks and break area
undeveloped wood land
solar farm

As mentioned previously, H&H identified oil stains and powder coating to the concrete floor in
the manufacturing areas in the buildings. The stained areas are discussed further in Section 5.1.
H&H did not observe other evidence of stained areas, or of disturbed soil, stressed vegetation,
mounds, pits, or depressions during our reconnaissance of the rest of the property.

H&H did not observe obvious potential environmental issues associated with the solar farm
developed in the southeastern portion of the site.

5.7 Stormwater and Flood Information

The following is a summary of stormwater and flood information:

Stormwater
Stormwater from the property flows across the site in a generally southeasterly direction and into
drainage swales located along Linville Falls Highway. H&H did not observe obvious
environmental concerns associated with the stormwater.

Flood Information
FEMA Flood Insurance Rate Map (FIRM): Community Panel # 3710183300J (map
dated December 2, 2008)

The FEMA map indicates that the subject property is not located with the 100- or 500-year flood
zones.
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6.0 Signatures of Environmental Professionals

I declare that, to the best of my professional knowledge and belief, I meet the definition of
Environmental Professional as defined in Section 312.10 of 40 CFR 312, and I have the specific
qualifications based on education, training, and experience to assess a property of the nature,
history, and setting of the subject property. I have developed and performed the all appropriate
inquiries in conformance with the standards and practices set forth for the environmental
professional in 40 CFR Part 312.

Environmental Professional:

___
Jay Quattrocchi
Environmental Scientist

Reviewed by:

___________________________________
Matt Ingalls
Project Manager
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7.0 Qualifications of Environmental Professionals Conducting the Phase I ESA

Environmental Professional
Jay Quattrocchi, Environmental Scientist, over has 7 years of experience in the environmental
consulting industry. Mr. Quattrocchi is currently serving as an Environmental Scientist at H&H
performing Phase I ESAs and wetland and stream delineations. He also has experience
performing water quality sampling and NPDES inspections.

Reviewed by:
Matthew J. Ingalls, Project Manager, has over 20 years of experience in environmental site
assessments, wetland, stream, asbestos and lead projects. Mr. Ingalls is a certified asbestos
building inspector and management planner.

Resumes for the above personnel are included in Appendix F.

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TITLE
PROJECT
SITE LOCATION MAP
ADDCO FACILITY
NEWLAND, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
8-20-14 0
1FCB-014
0 2000 4000
APPROXIMATE
SCALE IN FEETN
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
NEWLAND, NC 1994
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
SITE
SITE MAP
ADDCO FACLITY
NEWLAND, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
08/20/2014 0
2FCB-0140200400
APPROXIMATE
SCALE IN FEET
N 2923 S. Tryon Street, Suite 100Charlotte, NC 28203704.586.0007(p) 704.586.0373(f)
Note -Aerial Photograph base map obtained from GoogleEarth and dated November 2013
Pad Transformer
Pole Transformer
Building 1
Building 2
Building 3
Solar Farm
Residences
Stor-All Mini Storage
(1438 Linville Falls Hwy)
Classic Stone Works
(1710 Linville Falls Hwy)
Undeveloped Land
Septic Field
Septic Tank
Septic Tank
Powder Coating Area
Former Paint Booth
Propane UST
Holes in Concrete Floor
Dumpster
Abandoned Car
Scrap
Wood Pile
Water Supply Well

Appendix A
User Questionnaire

Appendix B

Avery County Tax Information

0 150 300ft
Avery County, NC
Disclaimer:The information contained on this page is taken from aerial mapping, tax mapping, and public records and is NOT to be construed or
used as a survey or 'legal description'. Only a licensed professional land surveyor can legally determine precise locations, elevations, length and
direction of a line, and areas.
C&E Manufacturing
Parcels
Attributes at point: N: 847970, E: 1146761
http://www.webgis.net Anderson & Associates, Inc. http://www.andassoc.com
init: start
init: done
Parcel Number:184407688011
Account Number:49611
Deed Date:20070518
Acreage:6.430AC
Owner Name:C & E MANUFACTURING, LTD
Additional Info:1600 LINVILLE FALLS HWY
Mailing Addr2:PO BOX 187
Mailing City:LINVILLE
Mailing State:NC
Mailing Zip:286460000
House Number:1600
Street Name:LINVILLE FALLS
Street Type:HWY
Bldg Value:751800
Land Value:166500
Total Value:918300
Approved By:1
Year Built:1995
Fire Department:0
Township Code:5
MNBH Number:504
Deed Book:414
Deed Page:1663
Size:6.43
Units:Acres
Acres (measured):5.714
Census Tracts (2000)
STCNTRBG: 370119902 4
Townships
Township: Linville
Page 1 of 1Avery County, NC Print Map
7/29/2014http://arcgis.webgis.net/nc/avery/printable.asp

Appendix C

EDR Reports

• The EDR Radius Map Report with GeoCheck
• The EDR Aerial Photo Decade Package
• The EDR Certified Sanborn Map Report
• The EDR City Directory Report

FORM-LBD-CCA
®kcehCoeG htiw tropeR ™paM suidaR RDE ehT
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
C&E Manufacturing
1600 Linville Falls Highway
Newland, NC 28657
Inquiry Number: 4020675.2s
July 29, 2014
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 9
Government Records Searched/Data Currency Tracking GR-1
GEOCHECK ADDENDUM
Physical Setting Source Addendum A-1
Physical Setting Source Summary A-2
Physical Setting SSURGO Soil Map A-5
Physical Setting Source Map A-15
Physical Setting Source Map Findings A-17
Physical Setting Source Records Searched PSGR-1
TC4020675.2s Page 1
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data
Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from
other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL
DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I
Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
property. Additionally, the information provided in this Report is not to be construed as legal advice.
Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole
or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other
trademarks used herein are the property of their respective owners.
TABLE OF CONTENTS
EXECUTIVE SUMMARY
TC4020675.2s EXECUTIVE SUMMARY 1
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of
environmental risk associated with a parcel of real estate.
TARGET PROPERTY INFORMATION
ADDRESS
1600 LINVILLE FALLS HIGHWAY
NEWLAND, NC 28657
COORDINATES
36.0458000 - 36˚ 2’ 44.88’’Latitude (North):
81.8867000 - 81˚ 53’ 12.12’’Longitude (West):
Zone 17Universal Tranverse Mercator:
420127.2UTM X (Meters):
3989191.5UTM Y (Meters):
3588 ft. above sea levelElevation:
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
36081-A8 NEWLAND, NCTarget Property Map:
1994Most Recent Revision:
36081-A7 GRANDFATHER MOUNTAIN, NCEast Map:
1994Most Recent Revision:
AERIAL PHOTOGRAPHY IN THIS REPORT
20120629Portions of Photo from:
USDASource:
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
EXECUTIVE SUMMARY
TC4020675.2s EXECUTIVE SUMMARY 2
Proposed NPL Proposed National Priority List Sites
NPL LIENS Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL National Priority List Deletions
Federal CERCLIS list
CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System
FEDERAL FACILITY Federal Facility Site Information listing
Federal CERCLIS NFRAP site List
CERC-NFRAP CERCLIS No Further Remedial Action Planned
Federal RCRA CORRACTS facilities list
CORRACTS Corrective Action Report
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF RCRA - Treatment, Storage and Disposal
Federal RCRA generators list
RCRA-LQG RCRA - Large Quantity Generators
RCRA-SQG RCRA - Small Quantity Generators
RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROL Sites with Institutional Controls
LUCIS Land Use Control Information System
Federal ERNS list
ERNS Emergency Response Notification System
State- and tribal - equivalent NPL
NC HSDS Hazardous Substance Disposal Site
State- and tribal - equivalent CERCLIS
SHWS Inactive Hazardous Sites Inventory
State and tribal landfill and/or solid waste disposal site lists
SWF/LF List of Solid Waste Facilities
OLI Old Landfill Inventory
State and tribal leaking storage tank lists
LUST Regional UST Database
EXECUTIVE SUMMARY
TC4020675.2s EXECUTIVE SUMMARY 3
LUST TRUST State Trust Fund Database
LAST Leaking Aboveground Storage Tanks
INDIAN LUST Leaking Underground Storage Tanks on Indian Land
State and tribal registered storage tank lists
UST Petroleum Underground Storage Tank Database
AST AST Database
INDIAN UST Underground Storage Tanks on Indian Land
FEMA UST Underground Storage Tank Listing
State and tribal institutional control / engineering control registries
INST CONTROL No Further Action Sites With Land Use Restrictions Monitoring
State and tribal voluntary cleanup sites
VCP Responsible Party Voluntary Action Sites
INDIAN VCP Voluntary Cleanup Priority Listing
State and tribal Brownfields sites
BROWNFIELDS Brownfields Projects Inventory
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
Local Lists of Landfill / Solid Waste Disposal Sites
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations
ODI Open Dump Inventory
HIST LF Solid Waste Facility Listing
SWRCY Recycling Center Listing
INDIAN ODI Report on the Status of Open Dumps on Indian Lands
Local Lists of Hazardous waste / Contaminated Sites
US CDL Clandestine Drug Labs
US HIST CDL National Clandestine Laboratory Register
Local Land Records
LIENS 2 CERCLA Lien Information
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
IMD Incident Management Database
SPILLS 80 SPILLS 80 data from FirstSearch
SPILLS 90 SPILLS 90 data from FirstSearch
Other Ascertainable Records
RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated
EXECUTIVE SUMMARY
TC4020675.2s EXECUTIVE SUMMARY 4
DOT OPS Incident and Accident Data
DOD Department of Defense Sites
FUDS Formerly Used Defense Sites
CONSENT Superfund (CERCLA) Consent Decrees
ROD Records Of Decision
UMTRA Uranium Mill Tailings Sites
US MINES Mines Master Index File
TRIS Toxic Chemical Release Inventory System
TSCA Toxic Substances Control Act
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing
SSTS Section 7 Tracking Systems
ICIS Integrated Compliance Information System
PADS PCB Activity Database System
MLTS Material Licensing Tracking System
RADINFO Radiation Information Database
FINDS Facility Index System/Facility Registry System
RAATS RCRA Administrative Action Tracking System
RMP Risk Management Plans
UIC Underground Injection Wells Listing
DRYCLEANERS Drycleaning Sites
NPDES NPDES Facility Location Listing
INDIAN RESERV Indian Reservations
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing
2020 COR ACTION 2020 Corrective Action Program List
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem
PRP Potentially Responsible Parties
Financial Assurance Financial Assurance Information Listing
COAL ASH EPA Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER PCB Transformer Registration Database
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH Coal Ash Disposal Sites
US FIN ASSUR Financial Assurance Information
EPA WATCH LIST EPA WATCH LIST
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR US Hist Auto Stat EDR Exclusive Historic Gas Stations
EDR US Hist Cleaners EDR Exclusive Historic Dry Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS Recovered Government Archive State Hazardous Waste Facilities List
RGA LUST Recovered Government Archive Leaking Underground Storage Tank
RGA LF Recovered Government Archive Solid Waste Facilities List
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were not identified.
Unmappable (orphan) sites are not considered in the foregoing analysis.
EXECUTIVE SUMMARY
TC4020675.2s EXECUTIVE SUMMARY 5
Due to poor or inadequate address information, the following sites were not mapped. Count: 19 records.
Site Name Database(s)____________ ____________
ALTAMONT FACILITY - BELLSOUTH IMD, LUST, LAST
AVERY COUNTY TRANSFER STATION SWF/LF, HIST LF, Financial
Assurance
AVERY COUNTY LANDFILL SWF/LF, HIST LF
NCDOT/FRANKLIN RESIDENCE SHWS, IMD
PARKWAY JUNCTION IMD, LUST
NCDOT-NEWLAND IMD, LUST
RAINBOW PANTRY #5 LUST TRUST
SPEAR SUPERETTE UST
SPEAR SUPERETTE UST
ERWIN’S GROCERY UST
NEWLAND EXXON UST
TIME-OUT CONVENIENCE STORE UST
SLUDER FLORAL CO. UST
NC DOT - NEWLAND (DIV ELEVEN) UST
GRAGG SUNOCO UST
CHAMBER OF COMMERCE BLDG UST
HUGHES GROC / ALLENS GROC UST
CARLOS & SONS BODY SHOP RCRA-CESQG
THREE OAKS NURSERY IMD
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
4 000
4 0 4039
4 0 0 09
2
0 3 9 2 33833840
3 9 6 0
4
0
3 8 00
38
4
0
3 9 2 0
3800 3 8
8 0
3
7
6
0
3800
3 8 4 0
3 8
0 0
3 7 6 0
3880
3 8 00
3 7 6 0
3
7
2
0
3 7 203
6
8
0
3 6 8 0
3
6
4
0
3 68 0
3 560
380
0
3
8
0
0
3
7
6
0
37 6 0
3 7 2 0
3 8 4 0
3 8 0 0
3 7 6 0
3
7
6
0
37 2 0
3
8
4
0
3 8 40
3720
3 800
38 0 0
37 2 0
3 8 0 0
3 7 6 0
3
6
8
0
3 6 8 0
3
7
6 0
3 7 60
3 7 6 0
3720
3 680
3 6 8 0
3 6 80
3 680
3
6
8
0
3 5 6 0
3 680
3
7 2 0
3 6 8 0
3
6
4
0
3
6
4

0
3 6 4 0
3
5 60
3
6
0
0
3 6 0 0
3 6 0 0
3
6
0 0
360
0
3640
3
7
6
0
3
7
2
0
3
7
2
03680
3 6403600
3
6 40 3
8
0
0
3 6 00
3
7
6
0
3 6 0 0
3 680
3 6 4 0
3
7
2
0
3
7
2
0
00
3 6 8 0
3
6
8
0
3
6
8
0
3 600
3
6003560
3 6 8 0
3 8 0 0
3
7 6 0
3 7 6 0
3
7
2
03720
3 7 2 0
3
7
2
0
3 7 2 0
3 7 2 0
3 7 2 0
3 6 8 0
3680
3
6
8
0
3 6 8 0
3
6
8
0
3 6 8 0
3640
3640 3 6 40
3
6
4
0
3 6 40
3
6
4
0
3
6
4
0 3640
3 6
4 0
560
480
3 5 2 0
35 20
3 5 20
3 5 2 0
35 2 0
3520
3 5 20
3
5
6
0
35 6 0
3560
3
5
6
0
3 5 60
3
5 60
3 5 60
3560
3
5
6
0
3 5 60
35 6 0
3 5 6 0
3560
3 5 6 0
3560
3
6
0
0
3 6
0
0
3 6 0 0
3 6 0 0
3
6
0
0
3
600
3600
3
6
0
0
3 6 0 0
3
6
0
0
3 6 0 0
3 6 00
3
6
0
0
3
6003600
3 6 4 0
3
6
4
0
36
4
0
3
6
4
0
3 6 4 0
3
6
4
0
3 6 4 0
3
6
8
0
3 6 8 0
3 8 0 0
7
6
0
3
7
6
0
3 7 2 0
3 7 2 0
3
7
2
0
3 7 20
3 6 4 0
3 6 4 0
3 6 8 0
3
3 680
3 6 8 0
4000
4 0 4 0
4000
3 720
3 7 2 0
3
7
6
0
4 0 8 0
4 0 4 0
4 0 4 0
4 0 0 0
3 9 6 0
3
9
2
0
3 9 2 0
3
8
8
0
37
2
0
3 9 2 03880
3
6
8
0
388 0
3 6 8 0
3
8
4
0
3 8 4 0
3 8 40384
3
8
0
0
3 8 00
3 8 0 0
3 8 0 0
3 7 60
3760
3720
37 2 0
3 7 2 0
3 6 8 0
3
6
4 0
34
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
3760
37603720
3
6
8
0
37603720
3680
3
6
8
0
3
7
2
0
3
6
8
0
3
6
4
0
3640
3
5
6
0
3
6
0
0
360
0
3 6 0 0
3
6
0
3
5
6
0
356
0
3560
3
6
0
0
3600
3
6
4
0
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
0 NR 0 0 0 0 1.000NPL
0 NR 0 0 0 0 1.000Proposed NPL
0 NR NR NR NR NR TPNPL LIENS
Federal Delisted NPL site list
0 NR 0 0 0 0 1.000Delisted NPL
Federal CERCLIS list
0 NR NR 0 0 0 0.500CERCLIS
0 NR NR 0 0 0 0.500FEDERAL FACILITY
Federal CERCLIS NFRAP site List
0 NR NR 0 0 0 0.500CERC-NFRAP
Federal RCRA CORRACTS facilities list
0 NR 0 0 0 0 1.000CORRACTS
Federal RCRA non-CORRACTS TSD facilities list
0 NR NR 0 0 0 0.500RCRA-TSDF
Federal RCRA generators list
0 NR NR NR 0 0 0.250RCRA-LQG
0 NR NR NR 0 0 0.250RCRA-SQG
0 NR NR NR 0 0 0.250RCRA-CESQG
Federal institutional controls /
engineering controls registries
0 NR NR 0 0 0 0.500US ENG CONTROLS
0 NR NR 0 0 0 0.500US INST CONTROL
0 NR NR 0 0 0 0.500LUCIS
Federal ERNS list
0 NR NR NR NR NR TPERNS
State- and tribal - equivalent NPL
0 NR 0 0 0 0 1.000NC HSDS
State- and tribal - equivalent CERCLIS
0 NR 0 0 0 0 1.000SHWS
State and tribal landfill and/or
solid waste disposal site lists
0 NR NR 0 0 0 0.500SWF/LF
0 NR NR 0 0 0 0.500OLI
State and tribal leaking storage tank lists
0 NR NR 0 0 0 0.500LUST
TC4020675.2s Page 4
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR 0 0 0 0.500LUST TRUST
0 NR NR 0 0 0 0.500LAST
0 NR NR 0 0 0 0.500INDIAN LUST
State and tribal registered storage tank lists
0 NR NR NR 0 0 0.250UST
0 NR NR NR 0 0 0.250AST
0 NR NR NR 0 0 0.250INDIAN UST
0 NR NR NR 0 0 0.250FEMA UST
State and tribal institutional
control / engineering control registries
0 NR NR 0 0 0 0.500INST CONTROL
State and tribal voluntary cleanup sites
0 NR NR 0 0 0 0.500VCP
0 NR NR 0 0 0 0.500INDIAN VCP
State and tribal Brownfields sites
0 NR NR 0 0 0 0.500BROWNFIELDS
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
0 NR NR 0 0 0 0.500US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
0 NR NR 0 0 0 0.500DEBRIS REGION 9
0 NR NR 0 0 0 0.500ODI
0 NR NR 0 0 0 0.500HIST LF
0 NR NR 0 0 0 0.500SWRCY
0 NR NR 0 0 0 0.500INDIAN ODI
Local Lists of Hazardous waste /
Contaminated Sites
0 NR NR NR NR NR TPUS CDL
0 NR NR NR NR NR TPUS HIST CDL
Local Land Records
0 NR NR NR NR NR TPLIENS 2
Records of Emergency Release Reports
0 NR NR NR NR NR TPHMIRS
0 NR NR 0 0 0 0.500IMD
0 NR NR NR NR NR TPSPILLS 80
0 NR NR NR NR NR TPSPILLS 90
Other Ascertainable Records
0 NR NR NR 0 0 0.250RCRA NonGen / NLR
TC4020675.2s Page 5
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
0 NR NR NR NR NR TPDOT OPS
0 NR 0 0 0 0 1.000DOD
0 NR 0 0 0 0 1.000FUDS
0 NR 0 0 0 0 1.000CONSENT
0 NR 0 0 0 0 1.000ROD
0 NR NR 0 0 0 0.500UMTRA
0 NR NR NR 0 0 0.250US MINES
0 NR NR NR NR NR TPTRIS
0 NR NR NR NR NR TPTSCA
0 NR NR NR NR NR TPFTTS
0 NR NR NR NR NR TPHIST FTTS
0 NR NR NR NR NR TPSSTS
0 NR NR NR NR NR TPICIS
0 NR NR NR NR NR TPPADS
0 NR NR NR NR NR TPMLTS
0 NR NR NR NR NR TPRADINFO
0 NR NR NR NR NR TPFINDS
0 NR NR NR NR NR TPRAATS
0 NR NR NR NR NR TPRMP
0 NR NR NR NR NR TPUIC
0 NR NR NR 0 0 0.250DRYCLEANERS
0 NR NR NR NR NR TPNPDES
0 NR 0 0 0 0 1.000INDIAN RESERV
0 NR NR 0 0 0 0.500SCRD DRYCLEANERS
0 NR NR NR 0 0 0.2502020 COR ACTION
0 NR NR NR NR NR TPLEAD SMELTERS
0 NR NR NR NR NR TPUS AIRS
0 NR NR NR NR NR TPPRP
0 NR NR NR NR NR TPFinancial Assurance
0 NR NR 0 0 0 0.500COAL ASH EPA
0 NR NR NR NR NR TPPCB TRANSFORMER
0 NR NR NR NR NR TPCOAL ASH DOE
0 NR NR 0 0 0 0.500COAL ASH
0 NR NR NR NR NR TPUS FIN ASSUR
0 NR NR NR NR NR TPEPA WATCH LIST
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
0 NR 0 0 0 0 1.000EDR MGP
0 NR NR NR 0 0 0.250EDR US Hist Auto Stat
0 NR NR NR 0 0 0.250EDR US Hist Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
0 NR NR NR NR NR TPRGA HWS
0 NR NR NR NR NR TPRGA LUST
0 NR NR NR NR NR TPRGA LF
TC4020675.2s Page 6
MAP FINDINGS SUMMARY
Search
TargetDistance Total
Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC4020675.2s Page 7
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NO SITES FOUND
TC4020675.2s Page 8
OR
P
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A
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W
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6
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28657 UST
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To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency
on a monthly or quarterly basis, as required.
Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days
from the date the government agency made the information available to the public.
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL: National Priority List
National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority
cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon
coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center
(EPIC) and regional EPA offices.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 78
Source: EPA
Telephone: N/A
Last EDR Contact: 07/08/2014
Next Scheduled EDR Contact: 10/20/2014
Data Release Frequency: Quarterly
NPL Site Boundaries
Sources:
EPA’s Environmental Photographic Interpretation Center (EPIC)
Telephone: [phone]
EPA Region 1 EPA Region 6
Telephone [phone] Telephone: [phone]
EPA Region 3 EPA Region 7
Telephone [phone] Telephone: [phone]
EPA Region 4 EPA Region 8
Telephone [phone] Telephone: [phone]
EPA Region 5 EPA Region 9
Telephone [phone] Telephone: [phone]
EPA Region 10
Telephone [phone]
Proposed NPL: Proposed National Priority List Sites
A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule
in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on
the NPL those sites that continue to meet the requirements for listing.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 78
Source: EPA
Telephone: N/A
Last EDR Contact: 07/08/2014
Next Scheduled EDR Contact: 10/20/2014
Data Release Frequency: Quarterly
NPL LIENS: Federal Superfund Liens
Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority
to file liens against real property in order to recover remedial action expenditures or when the property owner
received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens.
Date of Government Version: 10/15/1991
Date Data Arrived at EDR: 02/02/1994
Date Made Active in Reports: 03/30/1994
Number of Days to Update: 56
Source: EPA
Telephone: [phone]
Last EDR Contact: 08/15/2011
Next Scheduled EDR Contact: 11/28/2011
Data Release Frequency: No Update Planned
TC4020675.2s Page GR-1
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Federal Delisted NPL site list
DELISTED NPL: National Priority List Deletions
The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the
EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the
NPL where no further response is appropriate.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 01/28/2014
Number of Days to Update: 78
Source: EPA
Telephone: N/A
Last EDR Contact: 07/08/2014
Next Scheduled EDR Contact: 10/20/2014
Data Release Frequency: Quarterly
Federal CERCLIS list
CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System
CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities,
private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation,
and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities
List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 02/13/2014
Number of Days to Update: 94
Source: EPA
Telephone: [phone]
Last EDR Contact: 05/29/2014
Next Scheduled EDR Contact: 09/08/2014
Data Release Frequency: Quarterly
FEDERAL FACILITY: Federal Facility Site Information listing
A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive
Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities
Restoration and Reuse Office is involved in cleanup activities.
Date of Government Version: 05/31/2013
Date Data Arrived at EDR: 07/08/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 151
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/08/2014
Next Scheduled EDR Contact: 10/20/2014
Data Release Frequency: Varies
Federal CERCLIS NFRAP site List
CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned
Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status
indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined
no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates
this decision was not appropriate or other considerations require a recommendation for listing at a later time.
This decision does not necessarily mean that there is no hazard associated with a given site; it only means that,
based upon available information, the location is not judged to be a potential NPL site.
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 11/11/2013
Date Made Active in Reports: 02/13/2014
Number of Days to Update: 94
Source: EPA
Telephone: [phone]
Last EDR Contact: 05/29/2014
Next Scheduled EDR Contact: 09/08/2014
Data Release Frequency: Quarterly
Federal RCRA CORRACTS facilities list
CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
TC4020675.2s Page GR-2
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 03/11/2014
Date Data Arrived at EDR: 03/13/2014
Date Made Active in Reports: 04/09/2014
Number of Days to Update: 27
Source: EPA
Telephone: [phone]
Last EDR Contact: 07/02/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Quarterly
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF: RCRA - Treatment, Storage and Disposal
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that
move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the
waste. TSDFs treat, store, or dispose of the waste.
Date of Government Version: 03/11/2014
Date Data Arrived at EDR: 03/13/2014
Date Made Active in Reports: 04/09/2014
Number of Days to Update: 27
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/02/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Quarterly
Federal RCRA generators list
RCRA-LQG: RCRA - Large Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate
over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month.
Date of Government Version: 03/11/2014
Date Data Arrived at EDR: 03/13/2014
Date Made Active in Reports: 04/09/2014
Number of Days to Update: 27
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/02/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Quarterly
RCRA-SQG: RCRA - Small Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate
between 100 kg and 1,000 kg of hazardous waste per month.
Date of Government Version: 03/11/2014
Date Data Arrived at EDR: 03/13/2014
Date Made Active in Reports: 04/09/2014
Number of Days to Update: 27
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/02/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Quarterly
RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators
(CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month.
Date of Government Version: 03/11/2014
Date Data Arrived at EDR: 03/13/2014
Date Made Active in Reports: 04/09/2014
Number of Days to Update: 27
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/02/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Varies
TC4020675.2s Page GR-3
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Federal institutional controls / engineering controls registries
US ENG CONTROLS: Engineering Controls Sites List
A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building
foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental
media or effect human health.
Date of Government Version: 03/19/2014
Date Data Arrived at EDR: 03/21/2014
Date Made Active in Reports: 07/15/2014
Number of Days to Update: 116
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 06/05/2014
Next Scheduled EDR Contact: 09/22/2014
Data Release Frequency: Varies
US INST CONTROL: Sites with Institutional Controls
A listing of sites with institutional controls in place. Institutional controls include administrative measures,
such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation
care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally
required as part of the institutional controls.
Date of Government Version: 03/19/2014
Date Data Arrived at EDR: 03/21/2014
Date Made Active in Reports: 07/15/2014
Number of Days to Update: 116
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 06/05/2014
Next Scheduled EDR Contact: 09/22/2014
Data Release Frequency: Varies
LUCIS: Land Use Control Information System
LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure
properties.
Date of Government Version: 05/28/2014
Date Data Arrived at EDR: 05/30/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 18
Source: Department of the Navy
Telephone: [phone]
Last EDR Contact: 05/19/2014
Next Scheduled EDR Contact: 09/01/2014
Data Release Frequency: Varies
Federal ERNS list
ERNS: Emergency Response Notification System
Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous
substances.
Date of Government Version: 09/30/2013
Date Data Arrived at EDR: 10/01/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 66
Source: National Response Center, United States Coast Guard
Telephone: [phone]
Last EDR Contact: 07/03/2014
Next Scheduled EDR Contact: 07/14/2014
Data Release Frequency: Annually
State- and tribal - equivalent NPL
HSDS: Hazardous Substance Disposal Site
Locations of uncontrolled and unregulated hazardous waste sites. The file includes sites on the National Priority
List as well as those on the state priority list.
Date of Government Version: 08/09/2011
Date Data Arrived at EDR: 11/08/2011
Date Made Active in Reports: 12/05/2011
Number of Days to Update: 27
Source: North Carolina Center for Geographic Information and Analysis
Telephone: [phone]
Last EDR Contact: 05/02/2014
Next Scheduled EDR Contact: 08/18/2014
Data Release Frequency: Biennially
State- and tribal - equivalent CERCLIS
TC4020675.2s Page GR-4
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
SHWS: Inactive Hazardous Sites Inventory
State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites
may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds
(state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially
responsible parties. Available information varies by state.
Date of Government Version: 06/12/2014
Date Data Arrived at EDR: 06/17/2014
Date Made Active in Reports: 07/11/2014
Number of Days to Update: 24
Source: Department of Environment, Health and Natural Resources
Telephone: [phone]
Last EDR Contact: 06/17/2014
Next Scheduled EDR Contact: 09/29/2014
Data Release Frequency: Quarterly
State and tribal landfill and/or solid waste disposal site lists
SWF/LF: List of Solid Waste Facilities
Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal
facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities
or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal
sites.
Date of Government Version: 03/31/2014
Date Data Arrived at EDR: 04/02/2014
Date Made Active in Reports: 04/23/2014
Number of Days to Update: 21
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 07/02/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Semi-Annually
OLI: Old Landfill Inventory
Old landfill inventory location information. (Does not include no further action sites and other agency lead
sites).
Date of Government Version: 04/03/2014
Date Data Arrived at EDR: 04/15/2014
Date Made Active in Reports: 05/19/2014
Number of Days to Update: 34
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 07/18/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Varies
State and tribal leaking storage tank lists
LUST: Regional UST Database
This database contains information obtained from the Regional Offices. It provides a more detailed explanation
of current and historic activity for individual sites, as well as what was previously found in the Incident Management
Database. Sites in this database with Incident Numbers are considered LUSTs.
Date of Government Version: 05/09/2014
Date Data Arrived at EDR: 05/14/2014
Date Made Active in Reports: 05/19/2014
Number of Days to Update: 5
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 05/14/2014
Next Scheduled EDR Contact: 08/25/2014
Data Release Frequency: Quarterly
LUST TRUST: State Trust Fund Database
This database contains information about claims against the State Trust Funds for reimbursements for expenses
incurred while remediating Leaking USTs.
Date of Government Version: 04/11/2014
Date Data Arrived at EDR: 04/15/2014
Date Made Active in Reports: 05/19/2014
Number of Days to Update: 34
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 07/16/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Semi-Annually
TC4020675.2s Page GR-5
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
LAST: Leaking Aboveground Storage Tanks
A listing of leaking aboveground storage tank site locations.
Date of Government Version: 05/09/2014
Date Data Arrived at EDR: 05/14/2014
Date Made Active in Reports: 05/19/2014
Number of Days to Update: 5
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 05/14/2014
Next Scheduled EDR Contact: 08/25/2014
Data Release Frequency: Quarterly
INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Date of Government Version: 11/06/2013
Date Data Arrived at EDR: 11/07/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 29
Source: EPA Region 10
Telephone: [phone]
Last EDR Contact: 04/28/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Quarterly
INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land
Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin.
Date of Government Version: 05/12/2014
Date Data Arrived at EDR: 05/12/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 36
Source: EPA, Region 5
Telephone: [phone]
Last EDR Contact: 04/28/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Varies
INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming.
Date of Government Version: 08/27/2012
Date Data Arrived at EDR: 08/28/2012
Date Made Active in Reports: 10/16/2012
Number of Days to Update: 49
Source: EPA Region 8
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Quarterly
INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Arizona, California, New Mexico and Nevada
Date of Government Version: 03/01/2013
Date Data Arrived at EDR: 03/01/2013
Date Made Active in Reports: 04/12/2013
Number of Days to Update: 42
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Quarterly
INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Iowa, Kansas, and Nebraska
Date of Government Version: 04/28/2014
Date Data Arrived at EDR: 05/01/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 47
Source: EPA Region 7
Telephone: [phone]
Last EDR Contact: 04/28/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Varies
INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in New Mexico and Oklahoma.
Date of Government Version: 05/14/2014
Date Data Arrived at EDR: 05/15/2014
Date Made Active in Reports: 07/15/2014
Number of Days to Update: 61
Source: EPA Region 6
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/20/2014
Data Release Frequency: Varies
TC4020675.2s Page GR-6
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Florida, Mississippi and North Carolina.
Date of Government Version: 04/24/2014
Date Data Arrived at EDR: 04/25/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 53
Source: EPA Region 4
Telephone: [phone]
Last EDR Contact: 04/22/2014
Next Scheduled EDR Contact: 08/11/2014
Data Release Frequency: Semi-Annually
INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land
A listing of leaking underground storage tank locations on Indian Land.
Date of Government Version: 02/01/2013
Date Data Arrived at EDR: 05/01/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 184
Source: EPA Region 1
Telephone: [phone]
Last EDR Contact: 05/02/2014
Next Scheduled EDR Contact: 08/11/2014
Data Release Frequency: Varies
State and tribal registered storage tank lists
UST: Petroleum Underground Storage Tank Database
Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery
Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available
information varies by state program.
Date of Government Version: 05/09/2014
Date Data Arrived at EDR: 05/14/2014
Date Made Active in Reports: 05/19/2014
Number of Days to Update: 5
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 05/14/2014
Next Scheduled EDR Contact: 08/25/2014
Data Release Frequency: Quarterly
AST: AST Database
Facilities with aboveground storage tanks that have a capacity greater than 21,000 gallons.
Date of Government Version: 06/19/2014
Date Data Arrived at EDR: 06/23/2014
Date Made Active in Reports: 07/14/2014
Number of Days to Update: 21
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 06/19/2014
Next Scheduled EDR Contact: 10/06/2014
Data Release Frequency: Semi-Annually
INDIAN UST R1: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal
Nations).
Date of Government Version: 02/01/2013
Date Data Arrived at EDR: 05/01/2013
Date Made Active in Reports: 01/27/2014
Number of Days to Update: 271
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 05/02/2014
Next Scheduled EDR Contact: 08/11/2014
Data Release Frequency: Varies
INDIAN UST R7: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations).
Date of Government Version: 05/28/2014
Date Data Arrived at EDR: 05/01/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 47
Source: EPA Region 7
Telephone: [phone]
Last EDR Contact: 04/28/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
INDIAN UST R8: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations).
Date of Government Version: 05/07/2014
Date Data Arrived at EDR: 05/09/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 39
Source: EPA Region 8
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Quarterly
INDIAN UST R9: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations).
Date of Government Version: 05/12/2014
Date Data Arrived at EDR: 05/14/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 34
Source: EPA Region 9
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Quarterly
INDIAN UST R10: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations).
Date of Government Version: 04/04/2014
Date Data Arrived at EDR: 04/08/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 70
Source: EPA Region 10
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Quarterly
INDIAN UST R4: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee
and Tribal Nations)
Date of Government Version: 04/24/2014
Date Data Arrived at EDR: 04/25/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 53
Source: EPA Region 4
Telephone: [phone]
Last EDR Contact: 04/22/2014
Next Scheduled EDR Contact: 08/11/2014
Data Release Frequency: Semi-Annually
INDIAN UST R5: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations).
Date of Government Version: 05/12/2014
Date Data Arrived at EDR: 05/12/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 36
Source: EPA Region 5
Telephone: [phone]
Last EDR Contact: 04/28/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Varies
INDIAN UST R6: Underground Storage Tanks on Indian Land
The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian
land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes).
Date of Government Version: 05/14/2014
Date Data Arrived at EDR: 05/15/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 33
Source: EPA Region 6
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Semi-Annually
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.
Date of Government Version: 01/01/2010
Date Data Arrived at EDR: 02/16/2010
Date Made Active in Reports: 04/12/2010
Number of Days to Update: 55
Source: FEMA
Telephone: [phone]
Last EDR Contact: 07/08/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Varies
State and tribal institutional control / engineering control registries
INST CONTROL: No Further Action Sites With Land Use Restrictions Monitoring
A land use restricted site is a property where there are limits or requirements on future use of the property
due to varying levels of cleanup possible, practical, or necessary at the site.
Date of Government Version: 06/12/2014
Date Data Arrived at EDR: 06/17/2014
Date Made Active in Reports: 07/11/2014
Number of Days to Update: 24
Source: Department of Environment, Health and Natural Resources
Telephone: [phone]
Last EDR Contact: 06/17/2014
Next Scheduled EDR Contact: 09/29/2014
Data Release Frequency: Quarterly
State and tribal voluntary cleanup sites
VCP: Responsible Party Voluntary Action Sites
Responsible Party Voluntary Action site locations.
Date of Government Version: 06/12/2014
Date Data Arrived at EDR: 06/17/2014
Date Made Active in Reports: 07/14/2014
Number of Days to Update: 27
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 06/17/2014
Next Scheduled EDR Contact: 09/29/2014
Data Release Frequency: Semi-Annually
INDIAN VCP R1: Voluntary Cleanup Priority Listing
A listing of voluntary cleanup priority sites located on Indian Land located in Region 1.
Date of Government Version: 03/20/2014
Date Data Arrived at EDR: 04/01/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 77
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 07/01/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Varies
INDIAN VCP R7: Voluntary Cleanup Priority Lisitng
A listing of voluntary cleanup priority sites located on Indian Land located in Region 7.
Date of Government Version: 03/20/2008
Date Data Arrived at EDR: 04/22/2008
Date Made Active in Reports: 05/19/2008
Number of Days to Update: 27
Source: EPA, Region 7
Telephone: [phone]
Last EDR Contact: 04/20/2009
Next Scheduled EDR Contact: 07/20/2009
Data Release Frequency: Varies
State and tribal Brownfields sites
BROWNFIELDS: Brownfields Projects Inventory
A brownfield site is an abandoned, idled, or underused property where the threat of environmental contamination
has hindered its redevelopment. All of the sites in the inventory are working toward a brownfield agreement for
cleanup and liabitliy control.
Date of Government Version: 04/07/2014
Date Data Arrived at EDR: 04/09/2014
Date Made Active in Reports: 04/23/2014
Number of Days to Update: 14
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 07/08/2014
Next Scheduled EDR Contact: 10/20/2014
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS: A Listing of Brownfields Sites
Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence
or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these
properties takes development pressures off of undeveloped, open land, and both improves and protects the environment.
Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields
grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on
Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from
Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information
is reported back to EPA, as well as areas served by Brownfields grant programs.
Date of Government Version: 07/01/2014
Date Data Arrived at EDR: 07/03/2014
Date Made Active in Reports: 07/28/2014
Number of Days to Update: 25
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/03/2014
Next Scheduled EDR Contact: 10/06/2014
Data Release Frequency: Semi-Annually
Local Lists of Landfill / Solid Waste Disposal Sites
DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations
A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside
County and northern Imperial County, California.
Date of Government Version: 01/12/2009
Date Data Arrived at EDR: 05/07/2009
Date Made Active in Reports: 09/21/2009
Number of Days to Update: 137
Source: EPA, Region 9
Telephone: [phone]
Last EDR Contact: 07/25/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: No Update Planned
ODI: Open Dump Inventory
An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258
Subtitle D Criteria.
Date of Government Version: 06/30/1985
Date Data Arrived at EDR: 08/09/2004
Date Made Active in Reports: 09/17/2004
Number of Days to Update: 39
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 06/09/2004
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
SWRCY: Recycling Center Listing
A listing of recycling center locations.
Date of Government Version: 06/09/2014
Date Data Arrived at EDR: 06/10/2014
Date Made Active in Reports: 07/11/2014
Number of Days to Update: 31
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 05/19/2014
Next Scheduled EDR Contact: 08/18/2014
Data Release Frequency: Varies
HIST LF: Solid Waste Facility Listing
A listing of solid waste facilities.
Date of Government Version: 11/06/2006
Date Data Arrived at EDR: 02/13/2007
Date Made Active in Reports: 03/02/2007
Number of Days to Update: 17
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 01/19/2009
Next Scheduled EDR Contact: 04/19/2009
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
INDIAN ODI: Report on the Status of Open Dumps on Indian Lands
Location of open dumps on Indian land.
Date of Government Version: 12/31/1998
Date Data Arrived at EDR: 12/03/2007
Date Made Active in Reports: 01/24/2008
Number of Days to Update: 52
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 05/02/2014
Next Scheduled EDR Contact: 08/18/2014
Data Release Frequency: Varies
Local Lists of Hazardous waste / Contaminated Sites
US CDL: Clandestine Drug Labs
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Date of Government Version: 05/28/2014
Date Data Arrived at EDR: 06/20/2014
Date Made Active in Reports: 07/15/2014
Number of Days to Update: 25
Source: Drug Enforcement Administration
Telephone: [phone]
Last EDR Contact: 06/04/2014
Next Scheduled EDR Contact: 09/15/2014
Data Release Frequency: Quarterly
US HIST CDL: National Clandestine Laboratory Register
A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this
web site as a public service. It contains addresses of some locations where law enforcement agencies reported
they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites.
In most cases, the source of the entries is not the Department, and the Department has not verified the entry
and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example,
contacting local law enforcement and local health departments.
Date of Government Version: 05/28/2014
Date Data Arrived at EDR: 06/20/2014
Date Made Active in Reports: 07/15/2014
Number of Days to Update: 25
Source: Drug Enforcement Administration
Telephone: [phone]
Last EDR Contact: 06/04/2014
Next Scheduled EDR Contact: 09/15/2014
Data Release Frequency: No Update Planned
Local Land Records
LIENS 2: CERCLA Lien Information
A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent
Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination.
CERCLIS provides information as to the identity of these sites and properties.
Date of Government Version: 02/18/2014
Date Data Arrived at EDR: 03/18/2014
Date Made Active in Reports: 04/24/2014
Number of Days to Update: 37
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Varies
Records of Emergency Release Reports
HMIRS: Hazardous Materials Information Reporting System
Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT.
Date of Government Version: 03/31/2014
Date Data Arrived at EDR: 04/01/2014
Date Made Active in Reports: 07/15/2014
Number of Days to Update: 105
Source: U.S. Department of Transportation
Telephone: [phone]
Last EDR Contact: 07/01/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Annually
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
IMD: Incident Management Database
Groundwater and/or soil contamination incidents
Date of Government Version: 07/21/2006
Date Data Arrived at EDR: 08/01/2006
Date Made Active in Reports: 08/23/2006
Number of Days to Update: 22
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 07/01/2011
Next Scheduled EDR Contact: 10/17/2011
Data Release Frequency: No Update Planned
SPILLS 80: SPILLS80 data from FirstSearch
Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990. Typically,
they may include chemical, oil and/or hazardous substance spills recorded before 1990. Duplicate records that
are already included in EDR incident and release records are not included in Spills 80.
Date of Government Version: 06/14/2001
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/06/2013
Number of Days to Update: 62
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
SPILLS 90: SPILLS90 data from FirstSearch
Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically,
they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are
already included in EDR incident and release records are not included in Spills 90.
Date of Government Version: 09/27/2012
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/06/2013
Number of Days to Update: 62
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
Other Ascertainable Records
RCRA NonGen / NLR: RCRA - Non Generators
RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation
and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database
includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste
as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous
waste.
Date of Government Version: 03/11/2014
Date Data Arrived at EDR: 03/13/2014
Date Made Active in Reports: 04/09/2014
Number of Days to Update: 27
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/02/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Varies
DOT OPS: Incident and Accident Data
Department of Transporation, Office of Pipeline Safety Incident and Accident data.
Date of Government Version: 07/31/2012
Date Data Arrived at EDR: 08/07/2012
Date Made Active in Reports: 09/18/2012
Number of Days to Update: 42
Source: Department of Transporation, Office of Pipeline Safety
Telephone: [phone]
Last EDR Contact: 05/06/2014
Next Scheduled EDR Contact: 08/18/2014
Data Release Frequency: Varies
DOD: Department of Defense Sites
This data set consists of federally owned or administered lands, administered by the Department of Defense, that
have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands.
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 11/10/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 62
Source: USGS
Telephone: [phone]
Last EDR Contact: 07/18/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Semi-Annually
FUDS: Formerly Used Defense Sites
The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers
is actively working or will take necessary cleanup actions.
Date of Government Version: 12/31/2012
Date Data Arrived at EDR: 02/28/2014
Date Made Active in Reports: 04/24/2014
Number of Days to Update: 55
Source: U.S. Army Corps of Engineers
Telephone: [phone]
Last EDR Contact: 06/04/2014
Next Scheduled EDR Contact: 09/22/2014
Data Release Frequency: Varies
CONSENT: Superfund (CERCLA) Consent Decrees
Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released
periodically by United States District Courts after settlement by parties to litigation matters.
Date of Government Version: 12/31/2013
Date Data Arrived at EDR: 01/24/2014
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 31
Source: Department of Justice, Consent Decree Library
Telephone: Varies
Last EDR Contact: 06/30/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Varies
ROD: Records Of Decision
Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical
and health information to aid in the cleanup.
Date of Government Version: 11/25/2013
Date Data Arrived at EDR: 12/12/2013
Date Made Active in Reports: 02/24/2014
Number of Days to Update: 74
Source: EPA
Telephone: [phone]
Last EDR Contact: 06/10/2014
Next Scheduled EDR Contact: 09/22/2014
Data Release Frequency: Annually
UMTRA: Uranium Mill Tailings Sites
Uranium ore was mined by private companies for federal government use in national defense programs. When the mills
shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from
the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings
were used as construction materials before the potential health hazards of the tailings were recognized.
Date of Government Version: 09/14/2010
Date Data Arrived at EDR: 10/07/2011
Date Made Active in Reports: 03/01/2012
Number of Days to Update: 146
Source: Department of Energy
Telephone: [phone]
Last EDR Contact: 02/25/2014
Next Scheduled EDR Contact: 06/09/2014
Data Release Frequency: Varies
US MINES: Mines Master Index File
Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes
violation information.
Date of Government Version: 01/30/2014
Date Data Arrived at EDR: 03/05/2014
Date Made Active in Reports: 07/15/2014
Number of Days to Update: 132
Source: Department of Labor, Mine Safety and Health Administration
Telephone: [phone]
Last EDR Contact: 06/06/2014
Next Scheduled EDR Contact: 09/15/2014
Data Release Frequency: Semi-Annually
TRIS: Toxic Chemical Release Inventory System
Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and
land in reportable quantities under SARA Title III Section 313.
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/31/2011
Date Data Arrived at EDR: 07/31/2013
Date Made Active in Reports: 09/13/2013
Number of Days to Update: 44
Source: EPA
Telephone: [phone]
Last EDR Contact: 05/30/2014
Next Scheduled EDR Contact: 09/08/2014
Data Release Frequency: Annually
TSCA: Toxic Substances Control Act
Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the
TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant
site.
Date of Government Version: 12/31/2006
Date Data Arrived at EDR: 09/29/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 64
Source: EPA
Telephone: [phone]
Last EDR Contact: 06/25/2014
Next Scheduled EDR Contact: 10/06/2014
Data Release Frequency: Every 4 Years
FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA,
TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the
Agency on a quarterly basis.
Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA/Office of Prevention, Pesticides and Toxic Substances
Telephone: [phone]
Last EDR Contact: 05/22/2014
Next Scheduled EDR Contact: 09/08/2014
Data Release Frequency: Quarterly
FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act)
A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements.
Date of Government Version: 04/09/2009
Date Data Arrived at EDR: 04/16/2009
Date Made Active in Reports: 05/11/2009
Number of Days to Update: 25
Source: EPA
Telephone: [phone]
Last EDR Contact: 05/22/2014
Next Scheduled EDR Contact: 09/08/2014
Data Release Frequency: Quarterly
HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing
A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The
information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA
(Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions
are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters
with updated records, it was decided to create a HIST FTTS database. It included records that may not be included
in the newer FTTS database updates. This database is no longer updated.
Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 12/17/2007
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing
A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA
regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation
of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some
EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing
EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that
may not be included in the newer FTTS database updates. This database is no longer updated.
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Date of Government Version: 10/19/2006
Date Data Arrived at EDR: 03/01/2007
Date Made Active in Reports: 04/10/2007
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 12/17/2008
Next Scheduled EDR Contact: 03/17/2008
Data Release Frequency: No Update Planned
SSTS: Section 7 Tracking Systems
Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all
registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March
1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices
being produced, and those having been produced and sold or distributed in the past year.
Date of Government Version: 12/31/2009
Date Data Arrived at EDR: 12/10/2010
Date Made Active in Reports: 02/25/2011
Number of Days to Update: 77
Source: EPA
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Annually
ICIS: Integrated Compliance Information System
The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement
and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES)
program.
Date of Government Version: 05/06/2014
Date Data Arrived at EDR: 05/16/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 32
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 10/09/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Quarterly
PADS: PCB Activity Database System
PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers
of PCB’s who are required to notify the EPA of such activities.
Date of Government Version: 06/01/2013
Date Data Arrived at EDR: 07/17/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 107
Source: EPA
Telephone: [phone]
Last EDR Contact: 07/18/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Annually
MLTS: Material Licensing Tracking System
MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which
possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency,
EDR contacts the Agency on a quarterly basis.
Date of Government Version: 07/22/2013
Date Data Arrived at EDR: 08/02/2013
Date Made Active in Reports: 11/01/2013
Number of Days to Update: 91
Source: Nuclear Regulatory Commission
Telephone: [phone]
Last EDR Contact: 06/05/2014
Next Scheduled EDR Contact: 09/22/2014
Data Release Frequency: Quarterly
RADINFO: Radiation Information Database
The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S.
Environmental Protection Agency (EPA) regulations for radiation and radioactivity.
Date of Government Version: 07/07/2014
Date Data Arrived at EDR: 07/10/2014
Date Made Active in Reports: 07/28/2014
Number of Days to Update: 18
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/10/2014
Next Scheduled EDR Contact: 10/20/2014
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
FINDS: Facility Index System/Facility Registry System
Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more
detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric
Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial
enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal
Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities
Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System).
Date of Government Version: 11/18/2013
Date Data Arrived at EDR: 02/27/2014
Date Made Active in Reports: 03/12/2014
Number of Days to Update: 13
Source: EPA
Telephone: [phone]
Last EDR Contact: 06/13/2014
Next Scheduled EDR Contact: 09/22/2014
Data Release Frequency: Quarterly
RAATS: RCRA Administrative Action Tracking System
RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA
pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration
actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of
the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources
made it impossible to continue to update the information contained in the database.
Date of Government Version: 04/17/1995
Date Data Arrived at EDR: 07/03/1995
Date Made Active in Reports: 08/07/1995
Number of Days to Update: 35
Source: EPA
Telephone: [phone]
Last EDR Contact: 06/02/2008
Next Scheduled EDR Contact: 09/01/2008
Data Release Frequency: No Update Planned
RMP: Risk Management Plans
When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance
for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program
Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing
industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances
to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects
of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative
accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee
training measures; and Emergency response program that spells out emergency health care, employee training measures
and procedures for informing the public and response agencies (e.g the fire department) should an accident occur.
Date of Government Version: 04/01/2014
Date Data Arrived at EDR: 05/23/2014
Date Made Active in Reports: 07/28/2014
Number of Days to Update: 66
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/22/2014
Next Scheduled EDR Contact: 11/10/2014
Data Release Frequency: Varies
BRS: Biennial Reporting System
The Biennial Reporting System is a national system administered by the EPA that collects data on the generation
and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG)
and Treatment, Storage, and Disposal Facilities.
Date of Government Version: 12/31/2011
Date Data Arrived at EDR: 02/26/2013
Date Made Active in Reports: 04/19/2013
Number of Days to Update: 52
Source: EPA/NTIS
Telephone: [phone]
Last EDR Contact: 05/30/2014
Next Scheduled EDR Contact: 09/08/2014
Data Release Frequency: Biennially
UIC: Underground Injection Wells Listing
A listing of uncerground injection wells locations.
Date of Government Version: 05/07/2014
Date Data Arrived at EDR: 05/14/2014
Date Made Active in Reports: 05/19/2014
Number of Days to Update: 5
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 05/12/2014
Next Scheduled EDR Contact: 08/25/2014
Data Release Frequency: Varies
TC4020675.2s Page GR-16
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
DRYCLEANERS: Drycleaning Sites
Potential and known drycleaning sites, active and abandoned, that the Drycleaning Solvent Cleanup Program has
knowledge of and entered into this database.
Date of Government Version: 05/14/2014
Date Data Arrived at EDR: 06/25/2014
Date Made Active in Reports: 07/14/2014
Number of Days to Update: 19
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 06/25/2014
Next Scheduled EDR Contact: 10/06/2014
Data Release Frequency: Varies
NPDES: NPDES Facility Location Listing
General information regarding NPDES(National Pollutant Discharge Elimination System) permits.
Date of Government Version: 05/07/2014
Date Data Arrived at EDR: 06/06/2014
Date Made Active in Reports: 07/17/2014
Number of Days to Update: 41
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 06/06/2014
Next Scheduled EDR Contact: 08/18/2014
Data Release Frequency: Varies
INDIAN RESERV: Indian Reservations
This map layer portrays Indian administered lands of the United States that have any area equal to or greater
than 640 acres.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 12/08/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 34
Source: USGS
Telephone: [phone]
Last EDR Contact: 07/18/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Semi-Annually
SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing
The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office
of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established
drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas,
Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin.
Date of Government Version: 03/07/2011
Date Data Arrived at EDR: 03/09/2011
Date Made Active in Reports: 05/02/2011
Number of Days to Update: 54
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/25/2014
Next Scheduled EDR Contact: 11/03/2014
Data Release Frequency: Varies
PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 04/15/2013
Date Data Arrived at EDR: 07/03/2013
Date Made Active in Reports: 09/13/2013
Number of Days to Update: 72
Source: EPA
Telephone: [phone]
Last EDR Contact: 07/01/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Quarterly
LEAD SMELTER 2: Lead Smelter Sites
A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites
may pose a threat to public health through ingestion or inhalation of contaminated soil or dust
Date of Government Version: 04/05/2001
Date Data Arrived at EDR: 10/27/2010
Date Made Active in Reports: 12/02/2010
Number of Days to Update: 36
Source: American Journal of Public Health
Telephone: [phone]
Last EDR Contact: 12/02/2009
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
TC4020675.2s Page GR-17
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Financial Assurance 3: Financial Assurance Information
Hazardous waste financial assurance information.
Date of Government Version: 09/30/2012
Date Data Arrived at EDR: 10/19/2012
Date Made Active in Reports: 11/29/2012
Number of Days to Update: 41
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 06/11/2014
Next Scheduled EDR Contact: 09/29/2014
Data Release Frequency: Varies
2020 COR ACTION: 2020 Corrective Action Program List
The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action
Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe
contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but
have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation.
Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations.
Date of Government Version: 11/11/2011
Date Data Arrived at EDR: 05/18/2012
Date Made Active in Reports: 05/25/2012
Number of Days to Update: 7
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 05/16/2014
Next Scheduled EDR Contact: 08/25/2014
Data Release Frequency: Varies
LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.
Date of Government Version: 06/04/2014
Date Data Arrived at EDR: 06/12/2014
Date Made Active in Reports: 07/28/2014
Number of Days to Update: 46
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 07/01/2014
Next Scheduled EDR Contact: 10/20/2014
Data Release Frequency: Varies
EPA WATCH LIST: EPA WATCH LIST
EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement
matters relating to facilities with alleged violations identified as either significant or high priority. Being
on the Watch List does not mean that the facility has actually violated the law only that an investigation by
EPA or a state or local environmental agency has led those organizations to allege that an unproven violation
has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged
violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and
local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved.
Date of Government Version: 08/30/2013
Date Data Arrived at EDR: 03/21/2014
Date Made Active in Reports: 06/17/2014
Number of Days to Update: 88
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 05/16/2014
Next Scheduled EDR Contact: 08/25/2014
Data Release Frequency: Quarterly
US FIN ASSUR: Financial Assurance Information
All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide
proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities.
Date of Government Version: 06/19/2014
Date Data Arrived at EDR: 06/20/2014
Date Made Active in Reports: 07/28/2014
Number of Days to Update: 38
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 05/16/2014
Next Scheduled EDR Contact: 09/01/2014
Data Release Frequency: Quarterly
Financial Assurance 2: Financial Assurance Information Listing
Information for solid waste facilities. Financial assurance is intended to ensure that resources are available
to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated
facility is unable or unwilling to pay.
TC4020675.2s Page GR-18
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 10/02/2012
Date Data Arrived at EDR: 10/03/2012
Date Made Active in Reports: 10/26/2012
Number of Days to Update: 23
Source: Department of Environmental & Natural Resources
Telephone: [phone]
Last EDR Contact: 06/30/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Varies
COAL ASH: Coal Ash Disposal Sites
A listing of coal combustion products distribution permits issued by the Division for the treatment, storage,
transportation, use and disposal of coal combustion products.
Date of Government Version: 12/31/2007
Date Data Arrived at EDR: 08/04/2009
Date Made Active in Reports: 08/17/2009
Number of Days to Update: 13
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 05/05/2014
Next Scheduled EDR Contact: 08/18/2014
Data Release Frequency: Varies
COAL ASH DOE: Sleam-Electric Plan Operation Data
A listing of power plants that store ash in surface ponds.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 08/07/2009
Date Made Active in Reports: 10/22/2009
Number of Days to Update: 76
Source: Department of Energy
Telephone: [phone]
Last EDR Contact: 07/18/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Varies
FEDLAND: Federal and Indian Lands
Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps
of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land,
Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management,
Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service.
Date of Government Version: 12/31/2005
Date Data Arrived at EDR: 02/06/2006
Date Made Active in Reports: 01/11/2007
Number of Days to Update: 339
Source: U.S. Geological Survey
Telephone: [phone]
Last EDR Contact: 07/18/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: N/A
US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS)
The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data
on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This
information comes from source reports by various stationary sources of air pollution, such as electric power plants,
steel mills, factories, and universities, and provides information about the air pollutants they produce. Action,
air program, air program pollutant, and general level plant data. It is used to track emissions and compliance
data from industrial plants.
Date of Government Version: 10/23/2013
Date Data Arrived at EDR: 11/06/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 30
Source: EPA
Telephone: [phone]
Last EDR Contact: 06/25/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Annually
US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.
Date of Government Version: 10/23/2013
Date Data Arrived at EDR: 11/06/2013
Date Made Active in Reports: 12/06/2013
Number of Days to Update: 30
Source: EPA
Telephone: [phone]
Last EDR Contact: 06/25/2014
Next Scheduled EDR Contact: 10/13/2014
Data Release Frequency: Annually
TC4020675.2s Page GR-19
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Financial Assurance 1: Financial Assurance Information Listing
A listing of financial assurance information for underground storage tank facilities. Financial assurance is intended
to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures
if the owner or operator of a regulated facility is unable or unwilling to pay.
Date of Government Version: 06/03/2014
Date Data Arrived at EDR: 06/05/2014
Date Made Active in Reports: 07/11/2014
Number of Days to Update: 36
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 05/14/2014
Next Scheduled EDR Contact: 08/25/2014
Data Release Frequency: Quarterly
COAL ASH EPA: Coal Combustion Residues Surface Impoundments List
A listing of coal combustion residues surface impoundments with high hazard potential ratings.
Date of Government Version: 03/14/2014
Date Data Arrived at EDR: 06/11/2014
Date Made Active in Reports: 07/28/2014
Number of Days to Update: 47
Source: Environmental Protection Agency
Telephone: N/A
Last EDR Contact: 06/11/2014
Next Scheduled EDR Contact: 09/22/2014
Data Release Frequency: Varies
PCB TRANSFORMER: PCB Transformer Registration Database
The database of PCB transformer registrations that includes all PCB registration submittals.
Date of Government Version: 02/01/2011
Date Data Arrived at EDR: 10/19/2011
Date Made Active in Reports: 01/10/2012
Number of Days to Update: 83
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 05/02/2014
Next Scheduled EDR Contact: 08/11/2014
Data Release Frequency: Varies
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP: EDR Proprietary Manufactured Gas Plants
The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants)
compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s
to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture
of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production,
such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds
are potentially hazardous to human health and the environment. The byproduct from this process was frequently
disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil
and groundwater contamination.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
EDR US Hist Auto Stat: EDR Exclusive Historic Gas Stations
EDR has searched selected national collections of business directories and has collected listings of potential
gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited
to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station
establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station,
filling station, auto, automobile repair, auto service station, service station, etc. This database falls within
a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents
unique and sometimes proprietary data about past sites and operations that typically create environmental concerns,
but may not show up in current government records searches.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
TC4020675.2s Page GR-20
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
EDR US Hist Cleaners: EDR Exclusive Historic Dry Cleaners
EDR has searched selected national collections of business directories and has collected listings of potential
dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources
that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were
not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls
within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort
presents unique and sometimes proprietary data about past sites and operations that typically create environmental
concerns, but may not show up in current government records searches.
Date of Government Version: N/A
Date Data Arrived at EDR: N/A
Date Made Active in Reports: N/A
Number of Days to Update: N/A
Source: EDR, Inc.
Telephone: N/A
Last EDR Contact: N/A
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List
The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived
from historical databases and includes many records that no longer appear in current government lists. Compiled
from Records formerly available from the Department of Environment, Health and Natural Resources in North Carolina.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 12/24/2013
Number of Days to Update: 176
Source: Department of Environment, Health and Natural Resources
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LUST: Recovered Government Archive Leaking Underground Storage Tank
The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents
derived from historical databases and includes many records that no longer appear in current government lists.
Compiled from Records formerly available from the Department of Environment, Health and Natural Resources in North
Carolina.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 12/20/2013
Number of Days to Update: 172
Source: Department of Environment, Health and Natural Resources
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
RGA LF: Recovered Government Archive Solid Waste Facilities List
The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases
and includes many records that no longer appear in current government lists. Compiled from Records formerly available
from the Department of Environment, Health and Natural Resources in North Carolina.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/13/2014
Number of Days to Update: 196
Source: Department of Environment, Health and Natural Resources
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
OTHER DATABASE(S)
Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be
complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the
area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily
mean that wetlands do not exist in the area covered by the report.
TC4020675.2s Page GR-21
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
CT MANIFEST: Hazardous Waste Manifest Data
Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through
transporters to a tsd facility.
Date of Government Version: 07/30/2013
Date Data Arrived at EDR: 08/19/2013
Date Made Active in Reports: 10/03/2013
Number of Days to Update: 45
Source: Department of Energy & Environmental Protection
Telephone: [phone]
Last EDR Contact: 05/23/2014
Next Scheduled EDR Contact: 09/01/2014
Data Release Frequency: Annually
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2011
Date Data Arrived at EDR: 07/19/2012
Date Made Active in Reports: 08/28/2012
Number of Days to Update: 40
Source: Department of Environmental Protection
Telephone: N/A
Last EDR Contact: 07/17/2014
Next Scheduled EDR Contact: 10/27/2014
Data Release Frequency: Annually
NY MANIFEST: Facility and Manifest Data
Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD
facility.
Date of Government Version: 05/01/2014
Date Data Arrived at EDR: 05/07/2014
Date Made Active in Reports: 06/10/2014
Number of Days to Update: 34
Source: Department of Environmental Conservation
Telephone: [phone]
Last EDR Contact: 05/07/2014
Next Scheduled EDR Contact: 08/18/2014
Data Release Frequency: Annually
PA MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2012
Date Data Arrived at EDR: 07/24/2013
Date Made Active in Reports: 08/19/2013
Number of Days to Update: 26
Source: Department of Environmental Protection
Telephone: [phone]
Last EDR Contact: 07/18/2014
Next Scheduled EDR Contact: 11/03/2014
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2012
Date Data Arrived at EDR: 06/21/2013
Date Made Active in Reports: 08/05/2013
Number of Days to Update: 45
Source: Department of Environmental Management
Telephone: [phone]
Last EDR Contact: 05/27/2014
Next Scheduled EDR Contact: 09/08/2014
Data Release Frequency: Annually
WI MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2012
Date Data Arrived at EDR: 08/09/2013
Date Made Active in Reports: 09/27/2013
Number of Days to Update: 49
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 06/16/2014
Next Scheduled EDR Contact: 09/29/2014
Data Release Frequency: Annually
Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs
from 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarily
gas pipelines.
Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity
to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all
sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers,
and nursing homes - where individuals who are sensitive receptors are likely to be located.
TC4020675.2s Page GR-22
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
AHA Hospitals:
Source: American Hospital Association, Inc.
Telephone: [phone]
The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals.
Medical Centers: Provider of Services Listing
Source: Centers for Medicare & Medicaid Services
Telephone: [phone]
A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services,
a federal agency within the U.S. Department of Health and Human Services.
Nursing Homes
Source: National Institutes of Health
Telephone: [phone]
Information on Medicare and Medicaid certified nursing homes in the United States.
Public Schools
Source: National Center for Education Statistics
Telephone: [phone]
The National Center for Education Statistics’ primary database on elementary
and secondary public education in the United States. It is a comprehensive, annual, national statistical
database of all public elementary and secondary schools and school districts, which contains data that are
comparable across all states.
Private Schools
Source: National Center for Education Statistics
Telephone: [phone]
The National Center for Education Statistics’ primary database on private school locations in the United States.
Daycare Centers: Child Care Facility List
Source: Department of Health & Human Services
Telephone: [phone]
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal
Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetlands Inventory
Source: Department of Environment & Natural Resources
Telephone: [phone]
Scanned Digital USGS 7.5’ Topographic Map (DRG)
Source: United States Geologic Survey
A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images
are made by scanning published paper maps on high-resolution scanners. The raster image
is georeferenced and fit to the Universal Transverse Mercator (UTM) projection.
STREET AND ADDRESS INFORMATION
© 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC4020675.2s Page GR-23
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
TC4020675.2s Page A-1
geologic strata.
of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the
Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics
2. Groundwater flow velocity.
1. Groundwater flow direction, and
Assessment of the impact of contaminant migration generally has two principal investigative components:
forming an opinion about the impact of potential contaminant migration.
EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in
1994Most Recent Revision:
36081-A7 GRANDFATHER MOUNTAIN, NCEast Map:
1994Most Recent Revision:
36081-A8 NEWLAND, NCTarget Property Map:
USGS TOPOGRAPHIC MAP
3588 ft. above sea levelElevation:
3989191.5UTM Y (Meters):
420127.2UTM X (Meters):
Zone 17Universal Tranverse Mercator:
81.8867 - 81˚ 53’ 12.12’’Longitude (West):
36.0458 - 36˚ 2’ 44.88’’Latitude (North):
TARGET PROPERTY COORDINATES
NEWLAND, NC 28657
1600 LINVILLE FALLS HIGHWAY
C&E MANUFACTURING
TARGET PROPERTY ADDRESS
®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM®
TC4020675.2s Page A-2
should be field verified.
on a relative (not an absolute) basis. Relative elevation information between sites of close proximity
Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated
SURROUNDING TOPOGRAPHY: ELEVATION PROFILES
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0 1/2 1 Miles✩Target Property Elevation: 3588 ft.
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3
5
5
9
3
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3
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3
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3
5
6
1
3
5
6
0
3
5
7
2
3
5
8
8
3
6
0
0
3
6
1
9
3
8
0
7
3
9
5
7
3
8
9
0
3
6
5
7
3
6
3
7
3
6
8
8
3
6
3
1
3
6
0
4
3
5
5
2
3
5
4
8
3
5
4
8
3
6
7
9
3
5
8
8
3
5
9
1
3
6
7
2
3
6
1
4
3
6
3
7
3
6
7
5
3
7
3
6
3
8
6
7
4
0
6
1
3
9
6
5
General WestGeneral Topographic Gradient:
TARGET PROPERTY TOPOGRAPHY
should contamination exist on the target property, what downgradient sites might be impacted.
assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,
Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to
TOPOGRAPHIC INFORMATION
collected on nearby properties, and regional groundwater flow information (from deep aquifers).
sources of information, such as surface topographic information, hydrologic information, hydrogeologic data
using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other
Groundwater flow direction for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW DIRECTION INFORMATION
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-3
Not Reported
GENERAL DIRECTIONLOCATION
GROUNDWATER FLOWFROM TPMAP ID
hydrogeologically, and the depth to water table.
authorities at select sites and has extracted the date of the report, groundwater flow direction as determined
flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory
EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater
AQUIFLOW®
Search Radius: 1.000 Mile.
contamination exist on the target property, what downgradient sites might be impacted.
environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the
Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator
HYDROGEOLOGIC INFORMATION
YES - refer to the Overview Map and Detail MapNEWLAND
NATIONAL WETLAND INVENTORY
NWI Electronic
Data CoverageNWI Quad at Target Property
Not ReportedAdditional Panels in search area:
37011C - FEMA DFIRM Flood dataFlood Plain Panel at Target Property:
YES - refer to the Overview Map and Detail MapAVERY, NC
FEMA FLOOD ZONE
FEMA Flood
Electronic DataTarget Property County
and bodies of water).
Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways
contamination exist on the target property, what downgradient sites might be impacted.
the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should
Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist
HYDROLOGIC INFORMATION
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-4
Map, USGS Digital Data Series DDS - 11 (1994).
of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman
Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology
ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION
Volcanic RocksCategory:PrecambrianEra:
PrecambrianSystem:
Z volcanic rocksSeries:
ZvCode: (decoded above as Era, System & Series)
at which contaminant migration may be occurring.
Geologic information can be used by the environmental professional in forming an opinion about the relative speed
GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY
move more quickly through sandy-gravelly types of soils than silty-clayey types of soils.
characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes
to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil
using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary
Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional
GROUNDWATER FLOW VELOCITY INFORMATION
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
8
9
7
5 8
4
1
4
3
3
7
5
2
5
3
7
5
6
5
4
6
5
4
5
5
5
0 1/16 1/8 1/4 Miles
TC4020675.2s Page A-6

Very poorly drainedSoil Drainage Class:
drained and are classified.
Class B/D - Drained/undrained hydrology class of soils that can beHydrologic Group:
loamSoil Surface Texture:
NikwasiSoil Component Name:
Soil Map ID: 2
Min: 4.5
Max: 5.5
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay61 inches 9 inches 2
4.5
Max: 6 Min:
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayfine sandy loam 9 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
LowCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drainedSoil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
fine sandy loamSoil Surface Texture:
WhiteoakSoil Component Name:
Soil Map ID: 1
in a landscape. The following information is based on Soil Conservation Service SSURGO data.
for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns
Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information
The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil
DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-7

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drainedSoil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
gravelly loamSoil Surface Texture:
PineolaSoil Component Name:
Soil Map ID: 3
Min: 4.5
Max: 6.5
Min: 42
Max: 141
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
sand.
Poorly graded
Clean Sands,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay61 inches24 inches 2
Min: 4.5
Max: 6.5
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam24 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)

> 15 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
HighCorrosion Potential - Uncoated Steel:
Hydric Status: All hydric
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-8

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drainedSoil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
gravelly loamSoil Surface Texture:
PineolaSoil Component Name:
Soil Map ID: 4
Max: Min:
Min: 0
Max: 14 Not reportedNot reported
bedrock
weathered61 inches31 inches 4
3.5
Max: 6 Min:
Min: 4
Max: 14
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular31 inches25 inches 3
3.5
Max: 6 Min:
Min: 4
Max: 14
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay25 inches 7 inches 2
3.5
Max: 6 Min:
Min: 14
Max: 42
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Claygravelly loam 7 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-9

> 0 inchesDepth to Watertable Min:
> 77 inchesDepth to Bedrock Min:
LowCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drainedSoil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
gravelly sandy loamSoil Surface Texture:
CrossnoreSoil Component Name:
Soil Map ID: 5
Max: Min:
Min: 0
Max: 14 Not reportedNot reported
bedrock
weathered61 inches31 inches 4
3.5
Max: 6 Min:
Min: 4
Max: 14
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular31 inches25 inches 3
3.5
Max: 6 Min:
Min: 4
Max: 14
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay25 inches 7 inches 2
3.5
Max: 6 Min:
Min: 14
Max: 42
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Claygravelly loam 7 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-10

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
LowCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drainedSoil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
fine sandy loamSoil Surface Texture:
WhiteoakSoil Component Name:
Soil Map ID: 6
Max: Min:
Min: 0
Max: 14 Not reportedNot reported
bedrock
weathered61 inches29 inches 4
3.5
Max: 6 Min:
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
and Sand.
Clayey Gravel
200), Silty, or
passing No.
pct. or less
materials (35
Granular29 inches22 inches 3
3.5
Max: 6 Min:
Min: 14
Max: 42
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay22 inches 7 inches 2
3.5
Max: 6 Min:
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
loam
gravelly sandy 7 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-11

Well drainedSoil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
loamSoil Surface Texture:
RosmanSoil Component Name:
Soil Map ID: 8
No Layer Information available.

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
Not ReportedCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Soil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
fine sandy loamSoil Surface Texture:
WaterSoil Component Name:
Soil Map ID: 7
Min: 4.5
Max: 5.5
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay61 inches 9 inches 2
4.5
Max: 6 Min:
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayfine sandy loam 9 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-12

> 114 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
Well drainedSoil Drainage Class:
textures.
moderately well and well drained soils with moderately coarse
Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group:
sandy loamSoil Surface Texture:
RosmanSoil Component Name:
Soil Map ID: 9
Min: 5.1
Max: 6.5
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay61 inches14 inches 2
Min: 5.1
Max: 6.5
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam14 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)

> 114 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Unknown
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-13
1/2 - 1 Mile SSEUSGS40000892890 19
1/2 - 1 Mile SouthUSGS40000892891 18
1/2 - 1 Mile SEUSGS40000892899 17
1/2 - 1 Mile NWUSGS40000893013 16
1/2 - 1 Mile ENEUSGS40000892961 15
1/4 - 1/2 Mile WSWUSGS40000892933 E13
1/4 - 1/2 Mile SSWUSGS40000892906 D10
1/4 - 1/2 Mile NorthUSGS40000893012 C9
1/4 - 1/2 Mile SSWUSGS40000892905 B7
1/4 - 1/2 Mile SSWUSGS40000892904 B5
1/4 - 1/2 Mile SouthUSGS40000892916 A4
FEDERAL USGS WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
1.000State Database
Nearest PWS within 1 mileFederal FRDS PWS
1.000Federal USGS
WELL SEARCH DISTANCE INFORMATION
SEARCH DISTANCE (miles)DATABASE
opinion about the impact of contaminant migration on nearby drinking water wells.
professional in assessing sources that may impact ground water flow direction, and in forming an
EDR Local/Regional Water Agency records provide water well information to assist the environmental
LOCAL / REGIONAL WATER AGENCY RECORDS
Min: 5.1
Max: 6.5
Min: 14
Max: 42
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay61 inches 9 inches 2
Min: 5.1
Max: 6.5
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Claysandy loam 9 inches 0 inches 1
Soil Layer Information
Boundary Classification Saturated
hydraulic
conductivity
micro m/sec
Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction
(pH)
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-14
Animal NC50003423
Natural Community Occurrence NC50002887
Non Vascular NC50002612
Plants NC50001611
Non Vascular NC50001362
Plants NC50001056
_________ ___
Class ID
NORTH CAROLINA NATURAL HERITAGE ELEMENT OCCURRENCES
OTHER STATE DATABASE INFORMATION
1/2 - 1 Mile SouthNC2000000007642 G25
1/2 - 1 Mile SouthNC2000000007644 G23
1/4 - 1/2 Mile WestNC2000000007683 E14
1/4 - 1/2 Mile SSWNC2000000007670 D12
1/4 - 1/2 Mile NorthNC2000000007722 C11
1/4 - 1/2 Mile SSWNC2000000007671 B8
1/4 - 1/2 Mile SSWNC2000000007672 B6
1/4 - 1/2 Mile SouthNC2000000007676 A3
1/4 - 1/2 Mile SouthNC2000000007677 A2
STATE DATABASE WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
Note: PWS System location is not always the same as well location.
1/8 - 1/4 Mile SWNC0106104 1
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
FROM TPWELL IDMAP ID
1/2 - 1 Mile SouthUSGS40000892842 28
1/2 - 1 Mile SouthUSGS40000892843 27
1/2 - 1 Mile SSEUSGS40000892864 26
1/2 - 1 Mile SouthUSGS40000892850 G24
1/2 - 1 Mile SouthUSGS40000892852 G22
1/2 - 1 Mile SSEUSGS40000892870 F21
1/2 - 1 Mile SSEUSGS40000892869 F20
FEDERAL USGS WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4020675.2s Page A-15
NC30000202
NC30000176
_________
Site Name
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION GAME LANDS DATABASE
ANTHONY CREEK SWAMP FOREST-BOG COMPLEX NC10000250
PINEOLA BOG NC10000248
FLAT ROCK MOUNTAIN NC10000232
LINVILLE RIVER SWAMP FOREST-BOG COMPLEX NC10000230
_________ ___
Name ID
NORTH CAROLINA SIGNIFICANT NATURAL HERITAGE AREAS DATABASE:
Natural Community Occurrence NC50015635
Natural Community Occurrence NC50015558
Animal NC50015053
Plants NC50012055
Plants NC50009769
Plants NC50009686
Animal NC50009456
Natural Community Occurrence NC50008837
Non Vascular NC50007635
Natural Community Occurrence NC50006440
Invertebrate NC50006359
Plants NC50004516
Plants NC50004478
_________ ___
Class ID
NORTH CAROLINA NATURAL HERITAGE ELEMENT OCCURRENCES
GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY
EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.
3 8
3 7 6 0
3
7
6
0
3
8
0
0
3
7
6
0
3 7 2 0
3 7 2 0
3
7
2
0
3 84 0
3 720
3 6 4 0
3 6 4 0
404040
3 6 8 0
3 6 8 0
3 680
3 6 8 0
4 000
4 040
4 0 4 0 4000
3
720
3 7 2 0
3720
3
7 2 0
4120
3
7
6
0
3 7 6 0
3 7 6 0
4 0 8 0
4 0 4 0
4 0 4 0
4 0
4 00
4 000
4 0 0 0
3
9
6

0
3 9 6 0
3 9 6 0
3
9
2
0
3 9 2 0
3 9 2 0
3 8 8 0
3
8
8
0
3 880
3720
3
9203880
3
6
8
0
3880
3 6 8 0
3 8
4
0
3
8
4
0
3 8 4 0
3 8 40 3840
3 8 00
3
8
0
0
3 8 00
3 8 0 0
3 8 0 0
37 6

0
3760
3760
3 720
3720
3 560
3 7 2

0
3 6 8 0
3
6 4 0
3
6
0
0
3 5 60
3
5
6
0
3 5 2 0
3
5
2
0
3 480
34
8
0
3 440 33 20
3 2 803240
3 2 0 0
316 0
NC
TC4020675.2s Page A-17
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #1Facility name:
11902Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #10Facility name:
5677Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:WellFacility type:
WELL #1Facility name:
11902Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #10Facility name:
5677Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #7Facility name:
5676Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #3Facility name:
5675Facility id:
28646Contact zip:
LINVILLEContact city:
LINVILLE LAND HARBORContact address2:
PO BOX 160Contact address1:828-733-8300Contact phone:
SIMPSON, MIKEOriginal name:
SIMPSON, MIKEContact name:
disinfectionTreatment objective:
hypochlorination, postTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #1Facility name:
5674Facility id:
PrivateOwner type:ActiveStatus:
CWSPws type:
GroundwaterPWS Source:
1404Pwssvcconn:2280Population Served:
LINVILLE LAND HARBORPws name:
AveryCounty:NCState:
04Epa region:NC0106104Pwsid:
1
SW
1/8 - 1/4 Mile
Higher
NC0106104FRDS PWS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-18
disinfectionTreatment objective:
hypochlorination, postTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #1Facility name:
5674Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:Distribution_system_zoneFacility type:
DISTRIBUTION SYSTEMFacility name:
41530Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:StorageFacility type:
STORAGE_GROUND_1Facility name:
1335Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #8Facility name:
11908Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #7Facility name:
11907Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #6Facility name:
11906Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #4Facility name:
11905Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #6Facility name:
11906Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #4Facility name:
11905Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #3Facility name:
11904Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #10Facility name:
11903Facility id:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-19
corrosion controlTreatment objective:
ph adjustmentTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #1Facility name:
5674Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:Distribution_system_zoneFacility type:
DISTRIBUTION SYSTEMFacility name:
41530Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:StorageFacility type:
STORAGE_GROUND_1Facility name:
1335Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:WellFacility type:
WELL #8Facility name:
11908Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:WellFacility type:
WELL #7Facility name:
11907Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:WellFacility type:
WELL #6Facility name:
11906Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:WellFacility type:
WELL #4Facility name:
11905Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:WellFacility type:
WELL #3Facility name:
11904Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:WellFacility type:
WELL #10Facility name:
11903Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:WellFacility type:
WELL #1Facility name:
11902Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #3Facility name:
5675Facility id:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-20
disinfectionTreatment objective:
hypochlorination, postTreatment process:StorageFacility type:
STORAGE_GROUND_1Facility name:
1335Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #8Facility name:
11908Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #7Facility name:
11907Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #6Facility name:
11906Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #4Facility name:
11905Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #3Facility name:
11904Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #10Facility name:
11903Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:WellFacility type:
WELL #1Facility name:
11902Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #10Facility name:
5677Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #7Facility name:
5676Facility id:
corrosion controlTreatment objective:
ph adjustmentTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #3Facility name:
5675Facility id:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-21
LINVILLE, NC 28646
PO BOX 157
FRANCES H BANNER OR MANAGER
System Owner/Responsible PartyAddressee / Facility:
LINVILLE, NC 28646
LINVILLE LAND HARBORPWS Name:
Not ReportedDate Deactivated:Not ReportedDate Initiated:
NC0106104PWS ID:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:Treatment_plantFacility type:
TREATMENT_PLT_WELL #1Facility name:
5674Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:Distribution_system_zoneFacility type:
DISTRIBUTION SYSTEMFacility name:
41530Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:StorageFacility type:
STORAGE_GROUND_1Facility name:
1335Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:WellFacility type:
WELL #8Facility name:
11908Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:WellFacility type:
WELL #7Facility name:
11907Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:WellFacility type:
WELL #6Facility name:
11906Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:WellFacility type:
WELL #4Facility name:
11905Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:WellFacility type:
WELL #3Facility name:
11904Facility id:
corrosion controlTreatment objective:
inhibitor, orthophosphateTreatment process:WellFacility type:
WELL #10Facility name:
11903Facility id:
disinfectionTreatment objective:
hypochlorination, postTreatment process:Distribution_system_zoneFacility type:
DISTRIBUTION SYSTEMFacility name:
41530Facility id:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-22
Not ReportedViolmeasur:
State Formal NOV IssuedEnf action:
9/10/2003 0:00:00Enfdate:12/31/2025 0:00:00Complperen:
1/1/2003 0:00:00Complperbe:
Follow-up and Routine Tap SamplingViol. Type:
LEAD & COPPER RULEContaminant:1903Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
State Public Notif RequestedEnf action:
9/12/2001 0:00:00Enfdate:7/31/2001 0:00:00Complperen:
7/1/2001 0:00:00Complperbe:
Monitoring, Routine Minor (TCR)Viol. Type:
COLIFORM (TCR)Contaminant:1801Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
State Formal NOV IssuedEnf action:
9/12/2001 0:00:00Enfdate:7/31/2001 0:00:00Complperen:
7/1/2001 0:00:00Complperbe:
Monitoring, Routine Minor (TCR)Viol. Type:
COLIFORM (TCR)Contaminant:1801Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
State Compliance AchievedEnf action:
2/28/2002 0:00:00Enfdate:7/31/2001 0:00:00Complperen:
7/1/2001 0:00:00Complperbe:
Monitoring, Routine Minor (TCR)Viol. Type:
COLIFORM (TCR)Contaminant:1801Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
ENFORCEMENT INFORMATION:
Violations information not reported.
2000Population:UntreatedTreatment Class:
LINVILLECity Served:
81 54 16.0000Facility Longitude:36 3 0.0000Facility Latitude:
81 53 20.0000Facility Longitude:36 2 40.0000Facility Latitude:
LINVILLE, NC 28646
PO BOX 157
LINVILLE LAND HARBOR PRON OWN
System Owner/Responsible PartyAddressee / Facility:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-23
Not ReportedViolmeasur:
7/8/2009 0:00:00Enf action:
No Enf Action as ofEnfdate:12/31/2025 0:00:00Complperen:
9/20/2004 0:00:00Complperbe:
Other Non-NPDWR Potential Health RisksViol. Type:
7500Contaminant:4581404Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
7/8/2009 0:00:00Enf action:
No Enf Action as ofEnfdate:12/31/2025 0:00:00Complperen:
9/23/2002 0:00:00Complperbe:
Other Non-NPDWR Potential Health RisksViol. Type:
7500Contaminant:4199102Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
State Public Notif RequestedEnf action:
9/18/2003 0:00:00Enfdate:9/30/2003 0:00:00Complperen:
7/1/2003 0:00:00Complperbe:
CCR Complete Failure to ReportViol. Type:
7000Contaminant:2004Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
State Compliance AchievedEnf action:
9/30/2003 0:00:00Enfdate:9/30/2003 0:00:00Complperen:
7/1/2003 0:00:00Complperbe:
CCR Complete Failure to ReportViol. Type:
7000Contaminant:2004Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
State Formal NOV IssuedEnf action:
9/18/2003 0:00:00Enfdate:9/30/2003 0:00:00Complperen:
7/1/2003 0:00:00Complperbe:
CCR Complete Failure to ReportViol. Type:
7000Contaminant:2004Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
Not ReportedViolmeasur:
State Public Notif RequestedEnf action:
9/10/2003 0:00:00Enfdate:12/31/2025 0:00:00Complperen:
1/1/2003 0:00:00Complperbe:
Follow-up and Routine Tap SamplingViol. Type:
LEAD & COPPER RULEContaminant:1903Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-24
State Public Notif RequestedEnf. Action:9/12/2001 0:00:00Enforcement Date:
1801Violation ID:
7/1/2001 0:00:00 - 7/31/2001 0:00:00Compliance Period:
COLIFORM (TCR)Contaminant:
Monitoring, Routine Minor (TCR)Violation Type:
LINVILLE LAND HARBORSystem Name:
State Compliance AchievedEnf. Action:2/28/2002 0:00:00Enforcement Date:
1801Violation ID:
7/1/2001 0:00:00 - 7/31/2001 0:00:00Compliance Period:
COLIFORM (TCR)Contaminant:
Monitoring, Routine Minor (TCR)Violation Type:
LINVILLE LAND HARBORSystem Name:
State Compliance AchievedEnf. Action:2/28/2002 0:00:00Enforcement Date:
1801Violation ID:
7/1/2001 0:00:00 - 7/31/2001 0:00:00Compliance Period:
COLIFORM (TCR)Contaminant:
Monitoring, Routine Minor (TCR)Violation Type:
LINVILLE LAND HARBORSystem Name:
State Formal NOV IssuedEnf. Action:9/12/2001 0:00:00Enforcement Date:
1801Violation ID:
7/1/2001 0:00:00 - 7/31/2001 0:00:00Compliance Period:
COLIFORM (TCR)Contaminant:
Monitoring, Routine Minor (TCR)Violation Type:
LINVILLE LAND HARBORSystem Name:
State Public Notif RequestedEnf. Action:9/12/2001 0:00:00Enforcement Date:
1801Violation ID:
7/1/2001 0:00:00 - 7/31/2001 0:00:00Compliance Period:
COLIFORM (TCR)Contaminant:
Monitoring, Routine Minor (TCR)Violation Type:
LINVILLE LAND HARBORSystem Name:
State Formal NOV IssuedEnf. Action:9/12/2001 0:00:00Enforcement Date:
1801Violation ID:
7/1/2001 0:00:00 - 7/31/2001 0:00:00Compliance Period:
COLIFORM (TCR)Contaminant:
Monitoring, Routine Minor (TCR)Violation Type:
LINVILLE LAND HARBORSystem Name:
Not ReportedEnf. Action:Not ReportedEnforcement Date:
0005025Violation ID:
1999-10-19 - 2015-12-31Compliance Period:
7000Contaminant:
CCR Complete Failure to ReportViolation Type:
LINVILLE LAND HARBORSystem Name:
Not ReportedViolmeasur:
State Compliance AchievedEnf action:
12/29/2006 0:00:00Enfdate:12/29/2006 0:00:00Complperen:
3/1/2006 0:00:00Complperbe:
Public EducationViol. Type:
LEAD & COPPER RULEContaminant:4581607Vioid:
CPwstypecod:2280Retpopsrvd:
LINVILLE LAND HARBORPwsname:
NC0106104Pwsid:03/31/2009Truedate:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-25
State Formal NOV IssuedEnf. Action:9/18/2003 0:00:00Enforcement Date:
2004Violation ID:
7/1/2003 0:00:00 - 9/30/2003 0:00:00Compliance Period:
7000Contaminant:
CCR Complete Failure to ReportViolation Type:
LINVILLE LAND HARBORSystem Name:
State Compliance AchievedEnf. Action:9/30/2003 0:00:00Enforcement Date:
2004Violation ID:
7/1/2003 0:00:00 - 9/30/2003 0:00:00Compliance Period:
7000Contaminant:
CCR Complete Failure to ReportViolation Type:
LINVILLE LAND HARBORSystem Name:
State Compliance AchievedEnf. Action:9/30/2003 0:00:00Enforcement Date:
2004Violation ID:
7/1/2003 0:00:00 - 9/30/2003 0:00:00Compliance Period:
7000Contaminant:
CCR Complete Failure to ReportViolation Type:
LINVILLE LAND HARBORSystem Name:
State Public Notif RequestedEnf. Action:9/18/2003 0:00:00Enforcement Date:
2004Violation ID:
7/1/2003 0:00:00 - 9/30/2003 0:00:00Compliance Period:
7000Contaminant:
CCR Complete Failure to ReportViolation Type:
LINVILLE LAND HARBORSystem Name:
State Formal NOV IssuedEnf. Action:9/18/2003 0:00:00Enforcement Date:
2004Violation ID:
7/1/2003 0:00:00 - 9/30/2003 0:00:00Compliance Period:
7000Contaminant:
CCR Complete Failure to ReportViolation Type:
LINVILLE LAND HARBORSystem Name:
State Public Notif RequestedEnf. Action:9/10/2003 0:00:00Enforcement Date:
1903Violation ID:
1/1/2003 0:00:00 - 12/31/2025 0:00:00Compliance Period:
LEAD & COPPER RULEContaminant:
Follow-up and Routine Tap SamplingViolation Type:
LINVILLE LAND HARBORSystem Name:
State Formal NOV IssuedEnf. Action:9/10/2003 0:00:00Enforcement Date:
1903Violation ID:
1/1/2003 0:00:00 - 12/31/2025 0:00:00Compliance Period:
LEAD & COPPER RULEContaminant:
Follow-up and Routine Tap SamplingViolation Type:
LINVILLE LAND HARBORSystem Name:
State Formal NOV IssuedEnf. Action:9/10/2003 0:00:00Enforcement Date:
1903Violation ID:
1/1/2003 0:00:00 - 12/31/2025 0:00:00Compliance Period:
LEAD & COPPER RULEContaminant:
Follow-up and Routine Tap SamplingViolation Type:
LINVILLE LAND HARBORSystem Name:
State Public Notif RequestedEnf. Action:9/10/2003 0:00:00Enforcement Date:
1903Violation ID:
1/1/2003 0:00:00 - 12/31/2025 0:00:00Compliance Period:
LEAD & COPPER RULEContaminant:
Follow-up and Routine Tap SamplingViolation Type:
LINVILLE LAND HARBORSystem Name:
ENFORCEMENT INFORMATION:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-26
A2
South
1/4 - 1/2 Mile
Lower
NC2000000007677NC WELLS
LINVILLE, NC 28646
LINVILLE LAND HARBORAddress 2:
PO BOX 160Address:
828-733-8310Phone:C L, LEWISContact:
2280Population:LINVILLE LAND HARBORName:
CONTACT INFORMATION:
Not ReportedEnf. Action:4/12/2007 0:00:00Enforcement Date:
4581607Violation ID:
3/1/2006 0:00:00 - 12/31/2025 0:00:00Compliance Period:
LEAD & COPPER RULEContaminant:
Public EducationViolation Type:
LINVILLE LAND HARBORSystem Name:
10/17/2006 0:00:00Enf. Action:No Enf Action as ofEnforcement Date:
4581404Violation ID:
9/20/2004 0:00:00 - 12/31/2025 0:00:00Compliance Period:
7500Contaminant:
Other Non-NPDWR Potential Health RisksViolation Type:
LINVILLE LAND HARBORSystem Name:
Not ReportedEnf. Action:4/12/2007 0:00:00Enforcement Date:
4581404Violation ID:
9/20/2004 0:00:00 - 12/31/2025 0:00:00Compliance Period:
7500Contaminant:
Other Non-NPDWR Potential Health RisksViolation Type:
LINVILLE LAND HARBORSystem Name:
10/17/2006 0:00:00Enf. Action:No Enf Action as ofEnforcement Date:
4199102Violation ID:
9/23/2002 0:00:00 - 12/31/2025 0:00:00Compliance Period:
7500Contaminant:
Other Non-NPDWR Potential Health RisksViolation Type:
LINVILLE LAND HARBORSystem Name:
Not ReportedEnf. Action:4/12/2007 0:00:00Enforcement Date:
4199102Violation ID:
9/23/2002 0:00:00 - 12/31/2025 0:00:00Compliance Period:
7500Contaminant:
Other Non-NPDWR Potential Health RisksViolation Type:
LINVILLE LAND HARBORSystem Name:
State Public Notif RequestedEnf. Action:9/18/2003 0:00:00Enforcement Date:
2004Violation ID:
7/1/2003 0:00:00 - 9/30/2003 0:00:00Compliance Period:
7000Contaminant:
CCR Complete Failure to ReportViolation Type:
LINVILLE LAND HARBORSystem Name:
ENFORCEMENT INFORMATION:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-27
Not ReportedSourcemap scale:-81.8875Longitude:
36.0416667Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:LINVILLEMonloc desc:
WellMonloc type:
AV-588Monloc name:
USGS-360230081531501Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
A4
South
1/4 - 1/2 Mile
Lower
USGS40000892916FED USGS
NC2000000007676Site id:
LINVILLE LAND HARBOR POAOwner name:
FTWell dep 1:
200Well depth:
AAvailavili:
-81.887493Longitude :
36.041705Latitude m:
W04Facility a:
WELL #4Facility n:
GWWater type:
GWPrimary so:
LINVILLECity:
AVERYCounty:
CPws type:
LINVILLE LAND HARBORSystem nam:
NC0106104Pwsidentif:
A3
South
1/4 - 1/2 Mile
Lower
NC2000000007676NC WELLS
NC2000000007677Site id:
LINVILLE RESORTS INCOwner name:
Not ReportedWell dep 1:
0Well depth:
IAvailavili:
-81.887502Longitude :
36.041771Latitude m:
W04Facility a:
WELL #4Facility n:
GWWater type:
GWPrimary so:
LINVILLECity:
AVERYCounty:
CPws type:
LINVILLE RESORTS INCSystem nam:
NC0106105Pwsidentif:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-28
36.040508Latitude m:
W08Facility a:
WELL #8Facility n:
GWWater type:
GWPrimary so:
LINVILLECity:
AVERYCounty:
CPws type:
LINVILLE LAND HARBORSystem nam:
NC0106104Pwsidentif:
B6
SSW
1/4 - 1/2 Mile
Lower
NC2000000007672NC WELLS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
700Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3590Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8886111Longitude:
36.0405556Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:LINVILLEMonloc desc:
WellMonloc type:
AV-586Monloc name:
USGS-360226081531901Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
B5
SSW
1/4 - 1/2 Mile
Lower
USGS40000892904FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
200Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3600Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-29
36.040463Latitude m:
W06Facility a:
WELL #6Facility n:
GWWater type:
GWPrimary so:
LINVILLECity:
AVERYCounty:
CPws type:
LINVILLE LAND HARBORSystem nam:
NC0106104Pwsidentif:
B8
SSW
1/4 - 1/2 Mile
Lower
NC2000000007671NC WELLS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
400Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3570Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8897222Longitude:
36.0405556Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:LINVILLEMonloc desc:
WellMonloc type:
AV-585Monloc name:
USGS-360226081532301Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
B7
SSW
1/4 - 1/2 Mile
Lower
USGS40000892905FED USGS
NC2000000007672Site id:
LINVILLE LAND HARBOR POAOwner name:
FTWell dep 1:
700Well depth:
AAvailavili:
-81.888706Longitude :
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-30
Not ReportedSourcemap scale:-81.89Longitude:
36.0405556Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:LINVILLEMonloc desc:
WellMonloc type:
AV-584Monloc name:
USGS-360226081532401Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
D10
SSW
1/4 - 1/2 Mile
Lower
USGS40000892906FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
220Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3610Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8866667Longitude:
36.0516667Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:NEWLANDMonloc desc:
WellMonloc type:
AV-594Monloc name:
USGS-360306081531201Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
C9
North
1/4 - 1/2 Mile
Lower
USGS40000893012FED USGS
NC2000000007671Site id:
LINVILLE LAND HARBOR POAOwner name:
FTWell dep 1:
400Well depth:
AAvailavili:
-81.889646Longitude :
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-31
36.04044Latitude m:
W10Facility a:
WELL #10Facility n:
GWWater type:
GWPrimary so:
LINVILLECity:
AVERYCounty:
CPws type:
LINVILLE LAND HARBORSystem nam:
NC0106104Pwsidentif:
D12
SSW
1/4 - 1/2 Mile
Lower
NC2000000007670NC WELLS
NC2000000007722Site id:
CAROLINA DISTRICT LCL_106486Owner name:
FTWell dep 1:
220Well depth:
AAvailavili:
-81.886666Longitude :
36.051775Latitude m:
W01Facility a:
WELL #1Facility n:
GWWater type:
GWPrimary so:
NEWLANDCity:
AVERYCounty:
NCPws type:
CAMP LINN HAVENSystem nam:
NC0106486Pwsidentif:
C11
North
1/4 - 1/2 Mile
Lower
NC2000000007722NC WELLS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:Not ReportedWelldepth units:
Not ReportedWelldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3560Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-32
36.044569Latitude m:
W07Facility a:
WELL #7Facility n:
GWWater type:
GWPrimary so:
LINVILLECity:
AVERYCounty:
CPws type:
LINVILLE LAND HARBORSystem nam:
NC0106104Pwsidentif:
E14
West
1/4 - 1/2 Mile
Lower
NC2000000007683NC WELLS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
490Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3600Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8947222Longitude:
36.0444444Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:LINVILLEMonloc desc:
WellMonloc type:
AV-589Monloc name:
USGS-360240081534101Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
E13
WSW
1/4 - 1/2 Mile
Lower
USGS40000892933FED USGS
NC2000000007670Site id:
LINVILLE LAND HARBOR POAOwner name:
Not ReportedWell dep 1:
0Well depth:
AAvailavili:
-81.890006Longitude :
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-33
Not ReportedSourcemap scale:-81.893168Longitude:
36.0517939Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Not ReportedMonloc desc:
WellMonloc type:
AV-037Monloc name:
USGS-360306081533601Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
16
NW
1/2 - 1 Mile
Higher
USGS40000893013FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
150Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:Not ReportedVert coord refsys:
Not ReportedVertcollection method:
Not ReportedVert accmeasure units:
Not ReportedVertacc measure val:Not ReportedVert measure units:
Not ReportedVert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8778896Longitude:
36.0484609Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Not ReportedMonloc desc:
WellMonloc type:
AV-038Monloc name:
USGS-360254081524101Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
15
ENE
1/2 - 1 Mile
Higher
USGS40000892961FED USGS
NC2000000007683Site id:
LINVILLE LAND HARBOR POAOwner name:
FTWell dep 1:
490Well depth:
AAvailavili:
-81.894797Longitude :
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TC4020675.2s Page A-34
Not ReportedSourcemap scale:-81.8863889Longitude:
36.0377778Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
PineolaMonloc desc:
WellMonloc type:
AV-082Monloc name:
USGS-360216081531101Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
18
South
1/2 - 1 Mile
Lower
USGS40000892891FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
240Welldepth:20050120Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3695Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8802778Longitude:
36.0397222Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Nearest town: PINEOLAMonloc desc:
WellMonloc type:
AV-363Monloc name:
USGS-360223081524901Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
17
SE
1/2 - 1 Mile
Higher
USGS40000892899FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
76Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:Not ReportedVert coord refsys:
Not ReportedVertcollection method:
Not ReportedVert accmeasure units:
Not ReportedVertacc measure val:Not ReportedVert measure units:
Not ReportedVert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-35
Not ReportedSourcemap scale:-81.8836111Longitude:
36.0361111Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Nearest town: CrossnoreMonloc desc:
WellMonloc type:
AV-400Monloc name:
USGS-360210081530101Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
F20
SSE
1/2 - 1 Mile
Higher
USGS40000892869FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
300Welldepth:20050127Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3657Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8825Longitude:
36.0377778Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Nearest town: PINEOLAMonloc desc:
WellMonloc type:
AV-366Monloc name:
USGS-360216081525701Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
19
SSE
1/2 - 1 Mile
Higher
USGS40000892890FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
160Welldepth:19990414Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3597Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-36
Not ReportedSourcemap scale:-81.8886111Longitude:
36.0336111Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:PINEOLAMonloc desc:
WellMonloc type:
AV-583Monloc name:
USGS-360201081531901Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
G22
South
1/2 - 1 Mile
Higher
USGS40000892852FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
200Welldepth:20060508Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3746Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8836111Longitude:
36.0361111Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Nearest town: LinvilleMonloc desc:
WellMonloc type:
AV-404Monloc name:
USGS-360210081530102Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
F21
SSE
1/2 - 1 Mile
Higher
USGS40000892870FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
605Welldepth:20060427Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3743Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
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TC4020675.2s Page A-37
Not ReportedSourcemap scale:-81.8886111Longitude:
36.0333333Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:Not ReportedHuc code:
Nearest town:PINEOLAMonloc desc:
WellMonloc type:
AV-582Monloc name:
USGS-360200081531901Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
G24
South
1/2 - 1 Mile
Higher
USGS40000892850FED USGS
NC2000000007644Site id:
HUSKINS, LARRYOwner name:
FTWell dep 1:
87Well depth:
AAvailavili:
-81.888675Longitude :
36.033486Latitude m:
W02Facility a:
WELL #2Facility n:
GWWater type:
GWPrimary so:
PINEOLACity:
AVERYCounty:
NCPws type:
HUSKINS COURTSystem nam:
NC0106428Pwsidentif:
G23
South
1/2 - 1 Mile
Higher
NC2000000007644NC WELLS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
87Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3600Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
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TC4020675.2s Page A-38
Not ReportedSourcemap scale:-81.8780556Longitude:
36.0352778Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Nearest town: LinvilleMonloc desc:
WellMonloc type:
AV-469Monloc name:
USGS-360207081524101Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
26
SSE
1/2 - 1 Mile
Higher
USGS40000892864FED USGS
NC2000000007642Site id:
HUSKINS, LARRYOwner name:
FTWell dep 1:
110Well depth:
AAvailavili:
-81.888641Longitude :
36.03325Latitude m:
W01Facility a:
WELL #1Facility n:
GWWater type:
GWPrimary so:
PINEOLACity:
AVERYCounty:
NCPws type:
HUSKINS COURTSystem nam:
NC0106428Pwsidentif:
G25
South
1/2 - 1 Mile
Higher
NC2000000007642NC WELLS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
110Welldepth:Not ReportedConstruction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
20Vertacc measure val:feetVert measure units:
3600Vert measure val:NAD83Horiz coord refsys:
Global positioning system (GPS), uncorrectedHoriz Collection method:
secondsHoriz Acc measure units:.1Horiz Acc measure:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-39
Not ReportedSourcemap scale:-81.8847222Longitude:
36.0322222Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
Nearest town: LINVILLEMonloc desc:
WellMonloc type:
AV-386Monloc name:
USGS-360156081530501Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
28
South
1/2 - 1 Mile
Higher
USGS40000892842FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
200Welldepth:19990225Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3644Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
Not ReportedSourcemap scale:-81.8877778Longitude:
36.0322222Latitude:Not ReportedContrib drainagearea units:
Not ReportedContrib drainagearea:Not ReportedDrainagearea Units:
Not ReportedDrainagearea value:03050101Huc code:
NewlandMonloc desc:
WellMonloc type:
AV-086Monloc name:
USGS-360156081531601Monloc Identifier:
USGS North Carolina Water Science CenterFormal name:
USGS-NCOrg. Identifier:
27
South
1/2 - 1 Mile
Higher
USGS40000892843FED USGS
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
925Welldepth:20060920Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3767Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-40
Ground-water levels, Number of Measurements: 0
Not ReportedWellholedepth units:
Not ReportedWellholedepth:ftWelldepth units:
240Welldepth:20050722Construction date:
Not ReportedAquifer type:
PhylliteFormation type:
Piedmont and Blue Ridge crystalline-rock aquifersAquifername:
USCountrycode:NAVD88Vert coord refsys:
Interpolated from topographic mapVertcollection method:
feetVert accmeasure units:
40Vertacc measure val:feetVert measure units:
3775Vert measure val:NAD83Horiz coord refsys:
Interpolated from mapHoriz Collection method:
secondsHoriz Acc measure units:1Horiz Acc measure:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-41
ExtantOccurrence Status:
Non VascularClassification by Type:
12214GIS ID:
NC50002612NC_NHEO
Historic, no evidence of destructionOccurrence Status:
PlantsClassification by Type:
12593GIS ID:
NC50001611NC_NHEO
XOccurrence Status:
Non VascularClassification by Type:
22359GIS ID:
NC50001362NC_NHEO
ExtantOccurrence Status:
PlantsClassification by Type:
42921GIS ID:
NC50001056NC_NHEO
AVERYCounty:PUBStatus:
15223.6337890625Acres:Black Bear SanctuarySite Type:
US Forest ServiceOwner:
PisgahSite Name:
NC30000202NC_WILD
AVERYCounty:PUBStatus:
7928.869140625Acres:Game LandSite Type:
US Forest ServiceOwner:
PisgahSite Name:
NC30000176NC_WILD
Map ID
DirectionDistance EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-42
NC50007635NC_NHEO
ExtantOccurrence Status:
Natural Community OccurrenceClassification by Type:
11690GIS ID:
NC50006440NC_NHEO
ExtantOccurrence Status:
InvertebrateClassification by Type:
102934GIS ID:
NC50006359NC_NHEO
ExtantOccurrence Status:
PlantsClassification by Type:
41323GIS ID:
NC50004516NC_NHEO
ExtantOccurrence Status:
PlantsClassification by Type:
22726GIS ID:
NC50004478NC_NHEO
Historic, no evidence of destructionOccurrence Status:
AnimalClassification by Type:
32085GIS ID:
NC50003423NC_NHEO
ExtantOccurrence Status:
Natural Community OccurrenceClassification by Type:
41187GIS ID:
NC50002887NC_NHEO
Map ID
DirectionDistance EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-43
ExtantOccurrence Status:
AnimalClassification by Type:
432238GIS ID:
NC50015053NC_NHEO
ExtantOccurrence Status:
PlantsClassification by Type:
102309GIS ID:
NC50012055NC_NHEO
Historic, no evidence of destructionOccurrence Status:
PlantsClassification by Type:
12670GIS ID:
NC50009769NC_NHEO
ExtantOccurrence Status:
PlantsClassification by Type:
13196GIS ID:
NC50009686NC_NHEO
ExtantOccurrence Status:
AnimalClassification by Type:
642955GIS ID:
NC50009456NC_NHEO
ExtantOccurrence Status:
Natural Community OccurrenceClassification by Type:
43235GIS ID:
NC50008837NC_NHEO
ExtantOccurrence Status:
Non VascularClassification by Type:
13082GIS ID:
North Carolina Locations of Natural Heritage Element Occurrence Sites:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-44
4.36Acres per Polygon:
Not ReportedQuality:
ANTHONY CREEK SWAMP FOREST-BOG COMPLEXSite Name:
NC10000250NC_SNHA
140.73Acres per Polygon:
Not ReportedQuality:
PINEOLA BOGSite Name:
NC10000248NC_SNHA
127.24Acres per Polygon:
Not ReportedQuality:
FLAT ROCK MOUNTAINSite Name:
NC10000232NC_SNHA
31.83Acres per Polygon:
Not ReportedQuality:
LINVILLE RIVER SWAMP FOREST-BOG COMPLEXSite Name:
NC10000230NC_SNHA
ExtantOccurrence Status:
Natural Community OccurrenceClassification by Type:
221690GIS ID:
NC50015635NC_NHEO
ExtantOccurrence Status:
Natural Community OccurrenceClassification by Type:
13234GIS ID:
NC50015558NC_NHEO
Map ID
DirectionDistance EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4020675.2s Page A-45
0%100%0%9.000 pCi/LBasement
Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor
0%0%100%0.650 pCi/LLiving Area - 1st Floor
% >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea
Number of sites tested: 2
Federal Area Radon Information for Zip Code: 28657
: Zone 3 indoor average level < 2 pCi/L.
: Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L.
Note: Zone 1 indoor average level > 4 pCi/L.
Federal EPA Radon Zone for AVERY County: 2
5.95.95.901
7.60.83.2723
__________________________________
Max pCi/LMin pCi/LAvg pCi/LNum Results
Radon Test Results
State Database: NC Radon
AREA RADON INFORMATION
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS
RADON
®
TOPOGRAPHIC INFORMATION
USGS 7.5’ Digital Elevation Model (DEM)
Source: United States Geologic Survey
EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds
to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data
with consistent elevation units and projection.
Scanned Digital USGS 7.5’ Topographic Map (DRG)
Source: United States Geologic Survey
A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images
are made by scanning published paper maps on high-resolution scanners. The raster image
is georeferenced and fit to the Universal Transverse Mercator (UTM) projection.
HYDROLOGIC INFORMATION
Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal
Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA.
NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR
in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service.
State Wetlands Data: Wetlands Inventory
Source: Department of Environment & Natural Resources
Telephone: [phone]
HYDROGEOLOGIC INFORMATION
AQUIFLOW Information SystemR
Source: EDR proprietary database of groundwater flow information
EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater
flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has
extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table
information.
GEOLOGIC INFORMATION
Geologic Age and Rock Stratigraphic Unit
Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital
representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994).
STATSGO: State Soil Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Services
The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national
Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil
survey information for privately owned lands in the United States. A soil map in a soil survey is a representation
of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO)
soil survey maps.
SSURGO: Soil Survey Geographic Database
Source: Department of Agriculture, Natural Resources Conservation Services (NRCS)
Telephone: [phone]
SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping
scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to
construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the
original soil survey maps. This level of mapping is designed for use by landowners, townships and county
natural resource planning and management.
TC4020675.2s Page PSGR-1
PHYSICAL SETTING SOURCE RECORDS SEARCHED
LOCAL / REGIONAL WATER AGENCY RECORDS
FEDERAL WATER WELLS
PWS: Public Water Systems
Source: EPA/Office of Drinking Water
Telephone: [phone]
Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at
least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources.
PWS ENF: Public Water Systems Violation and Enforcement Data
Source: EPA/Office of Drinking Water
Telephone: [phone]
Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after
August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS).
USGS Water Wells: USGS National Water Inventory System (NWIS)
This database contains descriptive information on sites where the USGS collects or has collected data on surface
water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater.
STATE RECORDS
North Carolina Public Water Supply Wells
Source: Department of Environmental Health
Telephone: [phone]
OTHER STATE DATABASE INFORMATION
NC Natural Areas: Significant Natural Heritage Areas
Source: Center for Geographic Information and Analysis
Telephone: [phone]
A polygon converage identifying sites (terrestrial or aquatic that have particular biodiversity significance.
A site’s significance may be due to the presenceof rare species, rare or hight quality natural communities, or
other important ecological features.
NC Game Lands: Wildlife Resources Commission Game Lands
Source: Center for Geographic Information and Analysis
Telephone: [phone]
All publicly owned game lands managed by the North Carolina Wildlife Resources Commission and as listed in Hunting
and Fishing Maps.
NC Natural Heritage Sites: Natural Heritage Element Occurrence Sites
Source: Center for Geographic Information and Analysis
Telephone: [phone]
A point coverage identifying locations of rare and endangered species, occurrences of exemplary or unique natural
ecosystems (terrestrial or aquatic), and special animal habitats (e.g., colonial waterbird nesting sites).
RADON
State Database: NC Radon
Source: Department of Environment & Natural Resources
Telephone: [phone]
Radon Statistical and Non Statiscal Data
Area Radon Information
Source: USGS
Telephone: [phone]
The National Radon Database has been developed by the U.S. Environmental Protection Agency
(USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey.
The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at
private sources such as universities and research institutions.
TC4020675.2s Page PSGR-2
PHYSICAL SETTING SOURCE RECORDS SEARCHED
EPA Radon Zones
Source: EPA
Telephone: [phone]
Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor
radon levels.
OTHER
Airport Landing Facilities: Private and public use landing facilities
Source: Federal Aviation Administration, 800-457-6656
Epicenters: World earthquake epicenters, Richter 5 or greater
Source: Department of Commerce, National Oceanic and Atmospheric Administration
Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary faultlines, prepared
in 1975 by the United State Geological Survey
STREET AND ADDRESS INFORMATION
© 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection
and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject
to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material.
TC4020675.2s Page PSGR-3
PHYSICAL SETTING SOURCE RECORDS SEARCHED
The EDR Aerial Photo Decade Package
C&E Manufacturing
1600 Linville Falls Highway
Newland, NC 28657
Inquiry Number: 4020675.5
July 29, 2014
EDR Aerial Photo Decade Package
Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s
professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo
per decade.
When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE
ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more
information contact your EDR Account Executive.
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc.
It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO
WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA
RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION,
MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,
ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL,
CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report AS IS. Any analyses, estimates, ratings,
environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they
be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site
Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the
information provided in this Report is not to be construed as legal advice.
Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map
of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks
used herein are the property of their respective owners.
Date EDR Searched Historical Sources:
Aerial Photography July 29, 2014
Target Property:
1600 Linville Falls Highway
Newland, NC 28657
Year Scale Details Source
1976 Aerial Photograph. Scale: 1"=1000'Panel #: 36081-A8, Newland, NC;/Flight Date: March 28, 1976 EDR
1994 Aerial Photograph. Scale: 1"=500'Panel #: 36081-A8, Newland, NC;/DOQQ - acquisition dates: April
08, 1994
EDR
1998 Aerial Photograph. Scale: 1"=750'Panel #: 36081-A8, Newland, NC;/Flight Date: April 06, 1998 EDR
2005 Aerial Photograph. Scale: 1"=500'Panel #: 36081-A8, Newland, NC;/Flight Year: 2005 EDR
2006 Aerial Photograph. Scale: 1"=500'Panel #: 36081-A8, Newland, NC;/Flight Year: 2006 EDR
2008 Aerial Photograph. Scale: 1"=500'Panel #: 36081-A8, Newland, NC;/Flight Year: 2008 EDR
2009 Aerial Photograph. Scale: 1"=500'Panel #: 36081-A8, Newland, NC;/Flight Year: 2009 EDR
2010 Aerial Photograph. Scale: 1"=500'Panel #: 36081-A8, Newland, NC;/Flight Year: 2010 EDR
2012 Aerial Photograph. Scale: 1"=500'Panel #: 36081-A8, Newland, NC;/Flight Year: 2012 EDR
4020675.5
2
INQUIRY #:
YEAR:
4020675.5
1976
= 1000'
INQUIRY #:
YEAR:
4020675.5
1994
= 500'
INQUIRY #:
YEAR:
4020675.5
1998
= 750'
INQUIRY #:
YEAR:
4020675.5
2005
= 500'
INQUIRY #:
YEAR:
4020675.5
2006
= 500'
INQUIRY #:
YEAR:
4020675.5
2008
= 500'
INQUIRY #:
YEAR:
4020675.5
2009
= 500'
INQUIRY #:
YEAR:
4020675.5
2010
= 500'
INQUIRY #:
YEAR:
4020675.5
2012
= 500'
Certified Sanborn® Map Report
C&E Manufacturing
1600 Linville Falls Highway
Newland, NC 28657
Inquiry Number: 4020675.3
July 29, 2014
Certified Sanborn® Map Report 7/29/14
Site Name:
C&E Manufacturing
1600 Linville Falls Highway
Newland, NC 28657
Client Name:
Hart & Hickman, PC
2923 South Tryon Street
Charlotte, NC 28203-5449
Contact: Matt IngallsEDR Inquiry # 4020675.3
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Hart &
Hickman, PC were identified for the years listed below. The Sanborn Library is the largest, most complete collection of
fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and
others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of
maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting
www.edrnet.com/sanborn.
The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the
collection as of the day this report was generated.
Certified Sanborn Results:
Site Name:C&E Manufacturing
Address:1600 Linville Falls Highway
City, State, Zip:Newland, NC 28657
Cross Street:
P.O. #FCB-014
Project:FCB-014
Certification #4C58-4702-B069
Library of Congress
University Publications of America
EDR Private Collection
The Sanborn Library LLC Since 1866™
The Sanborn Library includes more than 1.2 million
fire insurance maps from Sanborn, Bromley, Perris &
Browne, Hopkins, Barlow and others which track
historical property usage in approximately 12,000
American cities and towns. Collections searched:
Sanborn® Library search results
Certification # 4C58-4702-B069
UNMAPPED PROPERTY
This report certifies that the complete holdings of the Sanborn
Library, LLC collection have been searched based on client
supplied target property information, and fire insurance maps
covering the target property were not found.
Limited Permission To Make Copies
Hart & Hickman, PC (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map
accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made
directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is
conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request.
Disclaimer - Copyright and Trademark notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be
concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR
IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE
MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL
RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF
ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL,
INCIDENTAL CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY
LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk
levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing
any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an
environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be
construed as legal advice.
Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of
Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are
the property of their respective owners.
4020675 - 3 page 2
C&E Manufacturing
1600 Linville Falls Highway
Newland, NC 28657
Inquiry Number: 4020675.9
August 25, 2014
The EDR-City Directory Abstract
6 Armstrong Road
Shelton, CT 06484
800.352.0050
www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc
TABLE OF CONTENTS
SECTION
Executive Summary
Findings
City Directory Images
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
Disclaimer - Copyright and Trademark Notice
This Report contains certain information obtained from a variety of public and other sources reasonably available to
Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and
surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE
WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY
DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY
OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL
ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR
OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING,
WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON
THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT
PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk
levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor
should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any
property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide
information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to
be construed as legal advice.
Copyright 2014 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in
part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission.
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates.
All other trademarks used herein are the property of their respective owners.
EXECUTIVE SUMMARY
DESCRIPTION
Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist
environmental professionals in evaluating potential liability on a target property resulting from past activities.
EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each
address, the directory lists the name of the corresponding occupant at five year intervals.
Business directories including city, cross reference and telephone directories were reviewed, if available, at
approximately five year intervals for the years spanning 1999 through 2013. This report compiles
information gathered in this review by geocoding the latitude and longitude of properties identified and
gathering information about properties within 1320 feet of the target property.
A summary of the information obtained is provided in the text of this report.
RESEARCH SUMMARY
The following research sources were consulted in the preparation of this report. An "X" indicates where
information was identified in the source and provided in this report.
Source TPYear Adjoining Text Abstract Source Image
2013 Cole Information Services -X X -
2008 Cole Information Services - ---
2003 Cole Information Services - ---
1999 Cole Information Services - X X -
4020675-9 Page 1
FINDINGS
TARGET PROPERTY INFORMATION
ADDRESS
1600 Linville Falls Highway
Newland, NC 28657
FINDINGS DETAIL
Target Property research detail.
4020675-9 Page 2
FINDINGS
ADJOINING PROPERTY DETAIL
The following Adjoining Property addresses were researched for this report. Detailed findings are provided
for each address.
LINVILLE FALLS HWY
1596 LINVILLE FALLS HWY
Year Uses Source
1999 ADDCO MANUFACTURING COMPANY Cole Information Services
1710 LINVILLE FALLS HWY
Year Uses Source
2013 CLASSIC STONE WORKS INC Cole Information Services
4020675-9 Page 3
FINDINGS
TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE
The following Target Property addresses were researched for this report, and the addresses were not
identified in the research source.
Address Researched Address Not Identified in Research Source
1600 Linville Falls Highway 2013, 2008, 2003, 1999
ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE
The following Adjoining Property addresses were researched for this report, and the addresses were not
identified in research source.
Address Researched Address Not Identified in Research Source
1596 LINVILLE FALLS HWY 2013, 2008, 2003
1710 LINVILLE FALLS HWY 2008, 2003, 1999

Appendix D

Safety Data Sheets

Appendix E

Site Photographs

Photograph 2: Building 2 located in the central portion of the site.
FC
B
-01
4 2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 1: Building 1 located in the northern portion of the site.
ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 4: Solar farm located in the southeastern portion of the site.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 3: Building 3 located in the southern portion of the site.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 6: Waste oil drum staged in Building 1.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 5: Manufacturing area in Building 1.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 8: Oil-stained soil identified in hole to floor of Building 2.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 7: Waste oil drums staged between Buildings 2 and 3.
ADDCO FACILITY
NEWLAND, NORTH CAROLINA
FC
B
-01
4
Photograph 10: Oil stains to sink in Building 1.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 9: Oil-stained soil identified in hole to floor of Building 2.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 12: Floor drain in Building 3 restroom.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 11: Powder coating application area/oven located in the southwestern portion of Building 3.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 14: Vent hose identified southwest of Building 3.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 13: Sink in Building 3 restroom.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 16: Propane AST located south of Building 1.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 15: Former paint booth identified in the northwestern portion of Building 3.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 18: Septic tank located west of Building 3.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 17: Septic tank located south of Building 1.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
SEPTIC TANK
SEPTIC TANK
Photograph 20: Dumpster located between Buildings 2 and 3.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 19: Pad transformer located south of Building 1.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA
Photograph 22: Abandoned car located southwest of Building 3.
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
Photograph 21: Scrap wood identified in the southwestern portion of the property.
FC
B
-01
4 ADDCO FACILITY
NEWLAND, NORTH CAROLINA

Appendix F

Curriculum Vitae

S:\AAA-Master Marketing Info\CVs\2013 CVs\Quattrocchi 2013 CV.docx
CURRICULUM
VITAE

JAY QUATTROCCHI
Title: Environmental Scientist
Expertise: Phase I Environmental
Site Assessments (ESA) Wetland and Stream delineations
Endangered and Threatened species Surveys
404 Clean Water Act Permitting Water Quality Sampling
Experience Summary
Jay has over six (6) years of experience in the environmental consulting industry. He is currently serving
as an Environmental Scientist at Hart & Hickman performing Phase I Environmental Site Assessments and
wetland and stream delineations. He also has experience performing Phase II soil sampling, water quality sampling
and NPDES inspections.
Credentials
B.S. in Environmental and Natural Resources, Clemson
University, 2006
Phase I Environmental Site Assessment Training, Environmental Institute, 2007
Basic Wetland Delineator Training, Institute for Wetland
& Environmental Education & Research, 2008
Forty-hour Hazardous Waste Operations and Emergency Response (HAZWOPER) training, Compliance Solutions, 2013
Red Cross First Aid and CPR Training, 2013

Key Projects
Performed numerous Phase I Environmental Site
Assessments (Phase I ESAs) at residential developments, small and large undeveloped tracts, industrial sites,
shopping centers, and commercial developments throughout the southeast.
Performed USACE compliant wetland and stream
delineations on sites throughout the southeast (Alabama, Georgia, North Carolina, and Virginia), including Fort
Benning, Columbus, GA; Fort Gordon, Augusta, GA; Georgia Power’s Plant McDonough, Cobb County, GA.;
Georgia Power’s Plant Scherer, Monroe Co., GA; and a 25-mile Georgia Power transmission line in Augusta, GA.
Delineated Georgia State Waters on four proposed maneuver areas (approximately 137 miles) at Fort
Benning, GA.
Performed Red-cockaded woodpecker and Gopher Tortoise surveys at several Georgia military installations,
including Fort Benning and Fort Gordon.
Conducted vegetation, fish, and benthic surveys for mitigation and restoration projects throughout the
southeast. Monitored and sampled restored streams for water quality (turbidity, dissolved oxygen, Fecal Coliform
bacteria, etc.). Installed and maintained water monitoring wells.

Performed National Pollutant Discharge Elimination
System (NPDES) site inspections to reduce erosion and manage sediment on residential, utility, sewer, and water
line construction sites. Tested water samples to ensure compliance with state turbidity standards.

Conducted a wetland and stream delineation and
endangered species survey near Valdosta on a 50-mile transmission corridor for Georgia Transmission
Corporation.

s:\aaa-master marketing info\cvs\2012 cvs\ingalls-2010.doc
CURRICULUM
VITAE

MATTHEW J. INGALLS

Title: Project Manager
Expertise: Phase I Environmental Assessments
Asbestos Certified Inspector and Management Planner
Lead-Based Paint Assessments
Wetlands and Stream Delineation and
Permitting Endangered Species Surveys Environmental Assessments

Experience Summary

19 years experience providing multi-site Environmental Site Assessments (Phase I ESAs). US EPA AHERA
certified asbestos inspector, AHERA asbestos management
planner and lead supervisor. Has experience with
environmental audits of various facility types and the delineation of wetlands and streams. Has experience performing endangered species surveys and Environmental
Assessments (EAs). Also has extensive experience
performing soil and ground water sampling. Credentials

B.S. in Environmental Design, North Carolina State
University (1988) 40 - Hour Health & Safety Training for Hazardous Waste Operations and Emergency Response (1991 – present)
Inspector & Management Planner for Asbestos in
Buildings, Medical University of South Carolina (1993)
with annual AHERA refresher update courses (1994 to 2006)
Lead Paint Abatement Worker Training, Maryland State
Department of the Environment, AAA Environmental, Inc,
(1992) Wetlands Identification and Delineation, Coastal Carolina
University (1997) and North Carolina State University
(1999)
NC Classification and Assessment, North Carolina State University (2005)
Piedmont Wetland Plant Identification, North Carolina
State University (2005)
Licenses
NC Asbestos Inspector No. 11433
NC Asbestos Management Planner No. 20718
SC Asbestos Consultant/Management Planner No. 21620
VA Asbestos Inspector No. 3303 003017 VA Professional Wetland Delineator No. 3402 000053
Key Projects
Performed, reviewed, and managed over 1,300
Environmental Site Assessments (Phase I ESAs) conducted
on undeveloped land and industrial, commercial, and
residential facilities located throughout the US. Performed and managed over 400 asbestos surveys of
apartment complexes, shopping centers, adult care
facilities, hotels, and manufacturing facilities.
Managed an asbestos survey and abatement of a former ice
cream dairy complex located on behalf of the City of
Charlotte. Coordinated activities with State and Local
regulators and provided oversight until completion of the demolition.

Managed clean up of a 700,000 sq. ft. manufacturing
facility contaminated with mercury, lead, asbestos fibers located in Salem, Massachusetts

Participated in the asbestos/lead sampling of an EPA
Superfund site in Southern Pines, North Carolina. Prepared the asbestos/lead section of the Remedial Design
Plan.

Managed the asbestos removal activities of multiple residential structures located in Charlotte, NC prior to demolition. Met with local officials for a clearance
inspection.

Performed and managed numerous environmental reviews of Phase I and II ESA reports on behalf of lenders.

Conducted multiple wetlands determination and
endangered species screening surveys for sites in North Carolina, Florida, Virginia, Georgia, and South Carolina.
Also performed wetland permitting activities on projects
located in NC and SC.
Extensive Phase II soil and ground water experience
involving the installation and sampling of numerous soil
borings and shallow, intermediate, and deep monitoring
works.
Performed and managed multiple Phase I and II ESAs
associated with Brownfields Development Projects.

Managed an EA of thirty radio tower sites located in Mecklenburg County in support of the Federal funded
CharMeck Connect Project.

Phase II ESA
Addco Facility

1600 Linville Falls Hwy
Avery County, North Carolina

H&H Job No. FCB-014
November 18, 2014

Via Email

November 18, 2014

First Citizens Bank
4300 Six Forks Road
Raleigh, NC 27609-5718

Attention: Mr. Steve Pollok
Sr. Commercial Resolution Officer

Re: Phase II ESA
Addco Facility
1600 Linville Falls Highway
Newland, Avery County, North Carolina
H&H Job No.: FCB-014

1.0 Executive Summary

This report presents the methods and results of a Phase II Environmental Site Assessment (ESA)
conducted by Hart & Hickman, PC (H&H) at the Addco property (subject site) located at 1600
Linville Falls Highway in Avery County, North Carolina. The purpose of the Phase II ESA
activities was to assess the potential for impact from areas of concern associated with current and
historical on-site automotive parts manufacturing operations identified during a Phase I ESA
conducted by H&H in August 2014.

The results of our assessment activities indicate diesel range total petroleum hydrocarbons (TPH-
DRO) were detected in soil borings SB-5 and SB-6 collected below the concrete floor at
locations adjacent to metal fabrication machines in Building 2 at concentrations of 15.4 and 166
milligrams per kilogram (mg/kg), respectively. The detections are above the North Carolina
Department of Environment and Natural Resources (DENR) Action Level of 10 mg/kg.

Mr. Steve Pollok
November 18, 2014
Page 2

Volatile organic compounds (VOCs) were not detected above DENR Inactive Hazardous Sites
Branch (IHSB) residential, industrial, or Protection of Groundwater (POG) soil remediation goals
(SRGs) in samples collected adjacent to the septic tank (SB-1), within the septic field (SB-2),
below the former paint booth vent (SB-3), or below the powder coating booth vent (SB-4).
Additionally, polynuclear aromatic hydrocarbons (PAHs) were not detected above DENR IHSB
SRGs in soil samples collected near the septic tank (SB-1) or septic field (SB-2).

Manganese was detected in soil sample SB-2 (1-3 ft) collected from the septic leach field at a
concentration above residential and POG SRGs. Manganese was also detected above residential
SRGs in soil sample SB-3 (1-2 ft) collected below the former paint booth vent and soil sample
SB-4 (1-2 ft) collected below the powder coating booth vent. The manganese concentrations in
the soil samples listed above exceed site specific background concentrations collected from a soil
boring SB-BG (1-2 ft) advanced in an undisturbed area in the eastern portion of the property.
Although the manganese concentrations in the soil samples listed above exceed residential and
POG SRGs, and site specific background concentrations, the manganese concentrations are
below industrial SRGs and are within the range of published literature background
concentrations for North Carolina and conterminous United States (US) soils.

Naphthalene, lead, and manganese were detected above North Carolina Groundwater Standards
(2L groundwater standards) in a groundwater sample collected from temporary monitoring well
TMW-2 advanced adjacent to the septic system leach field west of Building 3. Naphthalene and
manganese were also detected above 2L groundwater standards in a groundwater sample
collected from TMW-1 advanced downgradient of the septic tank south of Building 1.
Additional PAHs, VOCs, and HSL metals were not detected above 2L groundwater standards in
groundwater samples collected from TMW-1 and TMW-2.
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2.0 Property Description & Background

The subject site is developed as an industrial manufacturing facility and consists of an
approximately 5.71-acre parcel of land. The property is occupied by three industrial buildings
including a 9,000-square ft manufacturing and office building (Building 1), a 14,500 square ft
manufacturing/warehouse building (Building 2), and a 20,000-square ft shipping/receiving
warehouse with a powder coating application area and former paint booth (Building 3). A solar
farm, which was installed and is managed by Eagle Electron Power Partners (EEPP), is located
on the southeastern portion of the property. The western portion of the site consists of
undeveloped land. A Site Location Map and a Sample Location Map are included as Figures 1
and 2, respectively.

H&H conducted Phase I ESA activities at the Site in August 2014 and identified the following
potential areas of concern:

• potential discharge of powder coating materials, coolant, and petroleum-based products
generated during manufacturing activities at the site into the facility septic system which
consists of two septic tanks (west of Building3 and south of Building 1) and septic field
(west of Building 3);
• oil staining to the ground surface in concrete cut-out areas adjacent to metal fabrication
machines in Building 2; and
• staining to exterior vents for the former paint and powder coat application booths on the
exterior of Building 3.

H&H conducted Phase II ESA soil and groundwater sampling activities at the subject site on
September 25, 2014 to assess the potential for impact from the areas of environmental concern
described above. The methods and results of Phase II ESA activities are presented in the
following sections.
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November 18, 2014
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3.0 Phase II Scope of Work

3.1 Utility Clearance

Prior to conducting soil and groundwater sampling activities, H&H contacted North Carolina
One-Call, the public utility locator to mark subsurface utilities located on the Site. In addition,
Probe Utility, LLC, a private utility locater was contracted to locate and demark subsurface
utilities in the areas of the soil borings and temporary wells. As an additional safety precaution,
each boring was initially advanced using a hand auger to a depth of at least 5 feet (ft) below
ground surface (bgs) to clear the boring of possible undocumented subsurface utility lines.

3.2 Sampling Activities

Soil Sampling
H&H utilized Environmental Drilling & Probing Services, LLC (EPDS) to advance soil borings
using Geoprobe® direct-push technology (DPT) and hand auger methods. Soil samples were
field screened for the presence of odor, staining, and elevated photoionization detector (PID)
readings one. A soil sample from each boring that exhibited the greatest evidence of impact (i.e.,
elevated PID readings, staining, and/or petroleum/chemical odors) was submitted for laboratory
analysis. A summary of soil sample locations and analyses are presented below.

• Soil sample SB-1 was located adjacent to the septic tank for Buildings 1 and 2 and
advanced to a depth of 15 ft bgs. Based upon field screening, a sample was collected
from a depth of 5 to 7 ft bgs and submitted for laboratory analysis for VOCs by EPA
Method 8260B, PAHs by EPA Method 8270D, and HSL metals by EPA Method 6010C.

• Soil sample SB-2 was located adjacent to the septic leach field west of Building 3 and
was advanced to a depth of 15 ft bgs. Based upon field screening, a sample was collected
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November 18, 2014
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from a depth of 1 to 3 ft bgs and submitted for laboratory analysis for VOCs by EPA
Method 8260B, PAHs by EPA Method 8270D, and HSL metals by EPA Method 6010C.

• Soil sample SB-3 was located beneath the former paint booth vent along the western side
of Building 3 and was advanced to a depth of 5 ft bgs. Based upon field screening, a
sample was collected from a depth of 1 to 2 feet and submitted for laboratory analysis for
VOCs by EPA Method 8260B and HSL metals by EPA Method 6010C.

• Soil sample SB-4 was located beneath the powder coat application booth located along
the western side of Building 3 and was advanced to a depth of 5 ft bgs. Based upon field
screening, a sample was collected from a depth of 1 to 2 feet and submitted for laboratory
analysis for VOCs by EPA Method 8260B and HSL metals by EPA Method 6010C.

• Soil sample SB-5 was located adjacent to a metal fabrication machine in Building 2 and
was advanced to a depth of 5 ft bgs. Based upon field screening, a sample was collected
from a depth of 1 to 2 ft bgs and submitted for laboratory analysis for TPH-DRO and
gasoline range TPH (TPH-GRO) by EPA Method 8015C.

• Soil sample SB-6 was located adjacent to a metal fabrication machine in Building 2 and
was advanced to a depth of 5 ft bgs. Based upon field screening, a sample was collected
from a depth of 1 to 2 ft bgs and submitted for laboratory analysis for TPH-GRO/DRO by
EPA Method 8015C.

• A background sample was advanced to a depth of 1 to 2 feet bgs and was located on the
eastern portion of the subject site. The sample was submitted for laboratory analysis for
HSL metals by EPA Method 6010C.

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The samples were submitted to TestAmerica Laboratories, Inc. (TestAmerica), a North Carolina-
certified analytical laboratory.

Groundwater Sampling
H&H oversaw advancement of two temporary groundwater monitoring wells (TMW-1 and
TMW-2) at the subject site by EPDS utilizing DPT methods. TMW-1 was installed at a location
adjacent to and downgradient of the facility’s septic tank. TMW-2 was installed at a location
downgradient of the facility’s septic leach field. The temporary monitoring wells were
constructed with one-inch diameter PVC with 10-ft sections of pre-packed screens set to bracket
the water table. The temporary groundwater monitoring wells were installed to 15 ft bgs.

Following temporary well installation, H&H gauged the temporary monitoring wells. The water
levels in TMW-1 and TMW-2 were both approximately 9 ft bgs. H&H subsequently developed
TMW-1 and TMW-2 utilizing low-flow techniques. H&H continued development until turbidity
in groundwater was below 10 nephelometric turbidity units (NTUs) in both temporary
monitoring wells. After purging the wells, H&H collected groundwater samples from TMW-1
and TWM-2 and submitted the samples to TestAmerica for analysis of VOCs by EPA Method
8260, PAHs by EPA Method 8270, and HSL metals by EPA Method 6010C. Soil boring and
temporary monitoring well logs are presented in Appendix A.

3.3 Boring Abandonment and Investigation Derived Waste

Upon completion of groundwater and soil sampling activities, EPDS abandoned the borings by
removing well screen/riser materials, filling the borings with grout, and patching the surfaces to
match the surrounding area. Soil cuttings and groundwater generated during Phase II ESA
activities were spread on-site in accordance with DENR guidance.
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November 18, 2014
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3.4 QA/QC Process

H&H utilized standard quality assurance/quality control (QA/QC) processes during the Phase II
ESA activities. Non-dedicated sampling equipment, including DPT tooling, the water level
meter, and the hand auger, were decontaminated using Liquinox® detergent and deionized water
prior to and between each sampling location. H&H and EPDS wore nitrile gloves while handling
samples, and the groundwater samples were collected using new tubing.

Groundwater and soil samples were collected in laboratory-provided containers and immediately
placed on ice. A completed chain-of-custody (COC) record accompanied the samples and
included the sample designation, date and time collected, matrix, sample container information,
and requested analyses. H&H sampling personnel signed the completed COC record, and the
samples were transported to TestAmerica by local courier and FedEx.

4.0 Site-Specific Topography, Geology, & Hydrogeology

4.1 Topography

The elevation of the subject site is approximately 3,600 feet above mean sea level. The
topographic gradient in the area of the subject site is in a generally southerly direction toward the
Linville River located approximately 0.4-mile south of the subject site. An area topographic map
is included as Figure 1.

4.2 Physical Setting
Geology
Avery County, including the subject property, is located within the Blue Ridge physiographic
province of North Carolina. This province is a northeast trending zone extending from Georgia
through Virginia and ranges in width from approximately 15 to 55 miles in North Carolina. The
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Blue Ridge is a deeply dissected mountainous area of numerous steep mountain ridges,
intermontane basins, and trench valleys that intersect at all angles and give the area its rugged
mountain character.

The site is located within the Grandfather Mountain window of the Blue Ridge province which is
characterized by bedrock composed of meta-sedimetary and meta-volcanic rocks. Based on the
1985 Geologic Map of North Carolina, the bedrock underlying the subject property is composed
of greenstone and meta-arkose with interlayered sedimentary rocks.

Overlying the bedrock in many areas is a zone of residual soil or saprolite which is developed
from the in-situ weathering of the underlying rocks. The saprolite is typically composed of
unconsolidated silts, clays, sand, and rock fragments.

Hydrogeology
Groundwater generally occurs under water table conditions within the interconnected saprolite
and bedrock zones. The primary source of ground water in the area is from precipitation that
reaches the water table through infiltration. The saprolite is generally considered to be a recharge
medium for the bedrock aquifer because it holds precipitation and allows ground water to
gradually infiltrate into the bedrock joints, faults, and fractures. Groundwater flow is typically
from upland areas to lowland areas where ground water discharges to streams. During Phase II
ESA groundwater sampling activities, H&H determined that the depth to groundwater was
approximately 9 ft below the ground surface in the two temporary monitoring wells (TMW-1 and
TMW-2) advanced at the site.
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5.0 Analytical Laboratory Results

Laboratory analytical data reports and chain-of-custody records are included as Appendix B.

Soil
TPH-DRO was detected in soil samples SB-5 (1-2 ft) and SB-6 (1-2 ft) at concentrations of 15.4
mg/kg and 166 mg/kg, respectively, which is above the DENR Action Level of 10 mg/kg. SB-5
and SB-6 are located adjacent to metal fabrication machines and below the concrete floor of
Building 2.

A trace concentration of the VOC 1,2,3-trichlorobenzne (0.00279 mg/kg) was detected in SB-4
(1-2 ft) located in soil beneath the powder coat booth vent on the western side of Building 3. In
addition, the VOC acetone (0.22 and 0.0938 mg/kg) was detected in soil samples collected in
close proximity to the septic tank for Building 1 (SB-1 [5-7 ft]) and the septic leach field west of
Building 3 (SB-2 [1-3 ft]), respectively. Trace concentrations of the PAHs fluoranthene (0.087
mg/kg) and pyrene (0.0724 mg/kg) were detected in the soil sample collected from SB-1 (5-7 ft).
The detected VOCs and PAHs were not detected at concentrations above IHSB Residential,
Industrial, or POG SRGs in soil samples collected at the site.

Manganese was detected in soil sample SB-2 (1 to 3 ft) collected from the septic leach field, soil
sample SB-3 (1-2 ft) collected below the former paint booth vent, and in soil sample SB-4 (1-2
ft) collected below the powder coat booth vent at concentrations above residential and POG
SRGs. The manganese concentrations in the soil samples listed above exceed site specific
background concentrations detected from a background soil boring SB-BG (1-2 ft) advanced in
an undisturbed area in the eastern portion of the property. The manganese concentrations
detected in the background soil sample also exceeded the POG SRG. Although the manganese
concentrations in the soil samples from potential areas of concern exceed residential and POG
SRGs and site specific background concentrations, the manganese concentrations are below
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industrial SRGs and are within the range of published literature background concentrations for
North Carolina and conterminous US soils (see Table 1).

Concentrations of arsenic (SB-2), chromium (SB-1 and SB-4), copper (SB-1 and SB-4), lead
(SB-2 and SB-4), and nickel (SB-1, SB-2, and SB-4) were detected in soil samples at
concentrations above site specific background levels. However, these metal concentrations fall
within the range of published literature background concentrations for North Carolina and
conterminous US soils (see Table 1).

Groundwater
Naphthalene (30.4 µg/L), lead (26.1 µg/L), and manganese (7,150 µg/L) were detected above
their respective 2L groundwater standards of 6 µg/L, 15 µg/L, and 50 µg/L in a groundwater
sample collected from temporary monitoring well TMW-2 advanced adjacent to the septic
system leach field. Naphthalene (11.4 µg/L) and manganese (591 µg/L) were also detected
above 2L groundwater standards in a groundwater sample collected from TMW-1 advanced
downgradient of the septic system. Additional PAHs, VOCs, or HSL metals were not detected
above 2L groundwater standards in groundwater samples collected from TMW-1 and TMW-2.

6.0 Findings and Recommendations

H&H conducted soil and groundwater assessment activities at the subject site to assess the
potential for impact from areas of concern associated with historical and current automotive parts
manufacturing operations identified during a Phase I ESA conducted in August 2014.

The results of the assessment activities indicate soil impacts were detected above the NC DENR
TPH Action Level in two shallow borings advanced below the concrete floor of Building 2.
Specifically, TPH-DRO was detected at 15.4 mg/kg and 30 mg/kg in SB-5 (1-2 ft) and SB-6 (1-2
ft), respectively. The DENR Action Level for TPH-DRO is 10 mg/kg.
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Naphthalene, lead, and manganese were detected above 2L groundwater standards in a
groundwater sample collected from temporary monitoring well TMW-2 advanced adjacent to the
septic leach field west of Building 3. Naphthalene and manganese were also detected above their
2L groundwater standards in a groundwater sample collected from TMW-1 advanced
downgradient of the septic tank south of Building 1. Additional PAHs, VOCs, or HSL Metals
were not detected above 2L groundwater standards in groundwater samples collected from
TMW-1 and TMW-2.

The petroleum impacts identified in shallow soil below Building 2 and in groundwater in the
vicinity of the facility’s septic tank and septic leach field indicates a release apparently from
current and former auto parts manufacturing operations. Because petroleum impacts do not
appear to be the result of a release from an underground storage tank (UST), the release incident
will likely be addressed under the DENR Division of Waste Management UST Section as a non-
UST petroleum release.

Further assessment is warranted to determine if the elevated lead and manganese concentrations
in groundwater above 2L groundwater standards in the vicinity of the facility’s septic tank and
septic leach field and elevated levels of manganese near the septic tank, septic field, former paint
booth vent, and powder coat booth vent are the result of current/former auto parts manufacturing
activities, or if they are representative of naturally occurring background metal concentrations. If
the elevated lead and manganese concentrations are determined to be the result of current/former
auto part manufacturing activities, the release incident will likely be addressed under the DENR
IHSB.

Alternatively, First Citizens Bank may want to consider obtaining a Brownfields Agreement for
the property. The Brownfields Agreement is a tool for a prospective purchaser or an entity taking
owner via foreclosure of a property to reduce uncertainties in environmental liability. The
following are potential benefits of a Brownfields Agreement:

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1) The Brownfields Agreement provides liability protection in the form of a covenant not-
to-sue for contamination at a site.

2) The liability protection in the Brownfields Agreement extends to new owners provided
that they adhere to the land use restrictions placed on the property.

3) Implementation of engineering controls or remedies under the Brownfields Program will
likely be required to prevent exposure and make the site suitable for reuse rather than to
meet environmental standards required by DENR.

4) The Brownfields property tax incentive significantly reduces property taxes on the
improved value for five years after completion of improvements to the property.

Thank you for the opportunity to assist with this project. Should you have any questions or
require any additional information concerning this report, please feel free to contact us at
[phone].

Sincerely,

Hart & Hickman, PC

Hart & Hickman, PC
Matt Ingalls Steve Hart, PG
Project Manager Principal
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Attachments: Figure 1: Site Location Map
Figure 2: Sample Location Map

Table 1: Summary of Soil Analytical Data
Table 2: Summary of Groundwater Analytical Data

Appendix A: Soil Boring Logs
Appendix B: Laboratory Analytical Data Reports
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Figures

TITLE
PROJECT
SITE LOCATION MAP
ADDCO FACILITY
NEWLAND, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
8-20-14 0
1FCB-014
0 2000 4000
APPROXIMATE
SCALE IN FEETN
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
NEWLAND, NC 1994
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
SITE

Tables

Table 1
Summary of Soil Analytical Data
1600 Linville Falls Hwy
Newland, Avery County, North Carolina
H&H Job No. FCB-014
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Table 1 (Page 2 of 3)
Hart & Hickman, PC
Sample Location Septic Tank Septic Field Former Paint
Booth Vent
Powder Coat
Booth Vent
Building 2 - Metal
Fabrication Machine
Building 2 - Metal
Fabrication Machine
Background Soil
Sample
Sample ID SB-1 SB-2 SB-3 SB-4 SB-5 SB-6 SB-BGSample Depth (ft)5-7 1-3 1-2 1-2 1-2 1-2 1-2
Sample Date 9/25/2014 9/25/2014 9/25/2014 9/25/2014 9/25/2014 9/25/2014 9/25/2014
Units mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg mg/kg
VOCs (8260)mg/kg mg/kg
1,2,3-Trichlorobenzene <0.192 < 0.0264 < 0.00217 0.00279 NA NA NA 9.8 130 NL ----
Acetone 0.22 0.0938 < 0.0542 < 0.0621 NA NA NA 12,000 100,000 24 ----
PAHs (8270)
Fluoranthene 0.087 < 0.0669 NA NA NA NA NA 460 6000 330 ----
Pyrene 0.0724 < 0.0669 NA NA NA NA NA 340 4600 220 ----
HSL Metals (6010/7471/7196)Antimony < 14.6 < 14.4 < 12.5 < 12.6 NA NA <14.7 6.2 94 0.9 <1.0-8.8**0.76**
Arsenic < 2.93 5.26 < 2.49 < 2.52 NA NA 3.38 0.67 3 5.8 1.0 - 18 4.8
Beryllium < 1.46 < 1.44 1.35 < 1.26 NA NA <1.47 32 460 63 ND - 2.0 0.11
Cadmium < 1.46 < 1.44 < 1.25 < 1.26 NA NA <1.47 14 200 3 1.0 - 10*4.3*
Chromium 10.5 15.6 5.36 25 NA NA 12.0 24000 100000 360000 7.0 - 300 65
Chromium VI AP AP AP AP NA NA AP 0.29 6.3 3.8 NE NE
Copper 24.2 13.9 11.5 18.7 NA NA 17.3 620 9400 700 3.0 - 100 34
Lead 21.7 36.2 12.6 36.4 NA NA 23.9 400 800 270 ND - 50 16
Manganese 140 1,050 415 636 NA NA 102 360 5200 65 8.0 - 3,394*594*
Nickel 10.7 10.7 8.03 28.4 NA NA 10.4 300 4400 130 ND - 150 23
Selenium < 2.93 < 2.87 < 2.49 < 2.52 NA NA <2.94 78 1200 2.1 NE NE
Silver < 1.46 < 1.44 < 1.25 < 1.26 NA NA 1.68 78 1200 3.4 ND-5.0 NE
Thallium < 2.93 < 2.87 < 2.49 < 2.52 NA NA <2.94 0.16 2.4 0.28 NE NE
Zinc 71 78.6 67.9 113 NA NA 83.7 4600 70000 1200 25 - 124 56
Mercury < 0.149 < 0.143 < 0.124 < 0.124 NA NA <0.152 1.9 3.1 1 0.03 - 0.52 0.121
TPH-GRO/DRO (8015)
Diesel Range Organics NA NA NA NA 15.4 166 NA
Gasoline Range Organics NA NA NA NA < 6.44 <6.85 NANotes:Units reported in mg/kg
1. NC DENR Inactive Hazardous Sites Branch (IHSB) Residential and Industrial Health Based Soil Remediation Goals (SRGs) - September 2014
2. NC DENR IHSB Protection of Groundwater Soil Remediation Goals (POG SRG) - September 2014
3. NC or Conterminous - US Background Metals in Soil values from Elements in North American Soils by Dragun and Chekiri, 2005
4. Because Chromium (VI) has not been analyzed yet, Chromium (III) screening criteria used for total Chromium
* Values for Southeastern USA soils used because North Carolina soils not specified
**Values for Eastern USA soils used because North Carolina soils not specified
TPH = total petroleum hydrocarbons; DRO = Diesel Range Organics; GRO = Gasoline Range Organics
VOCs = Volatile Organic Compounds; PAHs = Polynuclear Aromatic Hydrocarbons; HSL = Hazardous Substance List
Only VOC and PAH constituents with at least one detection shown
EPA Method follows parameter in parenthesis
NA = Not Analyzed; NE = Not Established; AP=Analysis Pending
Bold indicates an exceedance of the DENR Action Level; Underline indicates exceedance of Residential SGR; and Italics indicate exceedance of Protection of Groundwater PSRG
Background
Metals Range
3
Average
Background
Metals 3Residential SRG1
(mg/kg)
Industrial SRG1
(mg/kg)
Protection of
Groundwater
PSRG (mg/kg)2
10
Screening Levels
NC DENR ACTION LEVEL (mg/kg)
Table 2
Summary of Groundwater Analytical Data
1600 Linville Falls Hwy
Newland, Avery County, North Carolina
H&H Job No. FCB-014
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Table 1 (Page 1 of 3)
Hart & Hickman, PC
Location Septic Tank Septic System
Sample ID TMW-1 TMW-2
Sample Date 09/25/14 09/25/14
Units µg/L µg/L µg/L µg/L µg/L
VOCs (8260B)
Ethylbenzene < 1.0 1.1 600 34.9 152
PAHs (8270D)
Acenaphthene 9.5 8.03 80 NL NL
Fluorene 2.53 2.58 300 NL NL
Naphthalene 11.4 30.0 6 34.8 146
Phenanthrene <1.82 2.6 200 NL NL
HSL Metals
Antimony < 0.01 < 0.01 1.0 NL NL
Arsenic < 0.01 < 0.01 10 NL NL
Beryllium < 0.004 < 0.004 4.0 NL NL
Cadmium < 0.001 < 0.001 2 NL NL
Chromium < 0.005 9.8 10 NL NL
Copper < 0.01 < 0.01 1 (mg/L)NL NL
Lead < 0.005 26.1 15 NL NL
Manganese 591 7,150 50 NL NL
Nickel < 0.01 < 0.01 100 NL NL
Selenium < 0.01 < 0.01 20 NL NL
Silver < 0.005 < 0.005 20 NL NL
Thallium < 0.01 < 0.01 0.2 NL NL
Zinc < 0.05 < 0.05 1 (mg/L)NL NL
Mercury < 0.0002 < 0.0002 1 0.134 0.563
Notes:
1) NCAC 02L Groundwater Quality Standards and Interim Maximum Allowable Concentrations (April 2013)
2) Division of Waste Management Residential Vapor Intrusion Groundwater Screening Level - June 2014
3) Division of Waste Management Non-Residential Vapor Intrusion Groundwater Screening Level - June 2014
4) Bold indicates exceedance of NC 2L Groundwater Standard
VOCs = Volatile Organic Compounds; PAHs = Polynuclear Aromatic Hydrocarbons; and HSL= Hazardous Substance List
Screening Criteria Groundwater Samples
2L Groundwater Quality
Standard1
DWM Residential Groundwater VI
Screening Level2
DWM Non-Residential
Groundwater VI Screening Level3

Appendix A

Soil Boring Logs

0
0
0
0
0
0
0
0
0
0
0
0
0
0
(GW) Yellowish brown
(CH) Yellowish brown with gray mottles
(CH) Dark brown with yellowish brown mottles
(CH) Gray - indications of groundwater (reduction)
Bottom of borehole at 15.0 feet.
DRAWN BY:
SURFACE ELEV:LOGGED BY JQ
BORING COMPLETED:9/24/14
BORING STARTED 9/25/14DRILLING CONTRACTOR:EPDS
DEPTH TO WATER:
TOTAL DEPTH:15
Remarks:
DRILL RIG/ METHOD:DPT
SAMPLING METHOD:Soil Boring 1/Temporary MonitoringWell 1
DE
P
T
H
(f
t
)
DE
P
T
H
(f
t
)
LI
T
H
O
L
O
G
Y
OV
A

(
p
p
m
)
WELL DIAGRAM
RE
C
O
V
E
R
Y

(
%
)
BK
G
.
SA
M
P
.
MATERIAL DESCRIPTION
BORING NUMBER SB-1/TMW-1
Sheet 1 of 1
PROJECT:Addco Facility
JOB NUMBER:FCB-014
LOCATION:1600 Linville Falls Hwy, Newland, NC
LO
G

O
F

B
O
R
I
N
G

-

H
A
R
T

H
I
C
K
M
A
N
.
G
D
T

-

1
0
/
1
4
/
1
4

1
6
:
5
3

-

S
:
\
A
A
A
-
M
A
S
T
E
R

P
R
O
J
E
C
T
S
\
F
I
R
S
T

C
I
T
I
Z
E
N
S

B
A
N
K

-

F
C
B
\
F
C
B
-
0
1
4

C
&
E

M
A
N
U
F
A
C
T
U
R
I
N
G

-

N
E
W
L
A
N
D
,

N
C
\
P
H
A
S
E

I
I
\
B
O
R
I
N
G
\
F
C
B
-
0
1
4
.
G
P
J
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
0
5
10
15
0
0
0
0
0
0
0
1.3
1
0
0
0
0
0
(CL-ML) Yellowish brown
(CH) Gray
(CH) Gray with yellowish brown mottles
Bottom of borehole at 15.0 feet.
DRAWN BY:
SURFACE ELEV:LOGGED BY JQ
BORING COMPLETED:9/25/14
BORING STARTED 9/25/14DRILLING CONTRACTOR:EPDS
DEPTH TO WATER:
TOTAL DEPTH:15
Remarks:
DRILL RIG/ METHOD:DPT
SAMPLING METHOD:Soil Boring 2/Temporary MonitoringWell 2
DE
P
T
H
(f
t
)
DE
P
T
H
(f
t
)
LI
T
H
O
L
O
G
Y
OV
A

(
p
p
m
)
WELL DIAGRAM
RE
C
O
V
E
R
Y

(
%
)
BK
G
.
SA
M
P
.
MATERIAL DESCRIPTION
BORING NUMBER SB-2/TMW-2
Sheet 1 of 1
PROJECT:Addco Facility
JOB NUMBER:FCB-014
LOCATION:1600 Linville Falls Hwy, Newland, NC
LO
G

O
F

B
O
R
I
N
G

-

H
A
R
T

H
I
C
K
M
A
N
.
G
D
T

-

1
0
/
1
4
/
1
4

1
6
:
5
3

-

S
:
\
A
A
A
-
M
A
S
T
E
R

P
R
O
J
E
C
T
S
\
F
I
R
S
T

C
I
T
I
Z
E
N
S

B
A
N
K

-

F
C
B
\
F
C
B
-
0
1
4

C
&
E

M
A
N
U
F
A
C
T
U
R
I
N
G

-

N
E
W
L
A
N
D
,

N
C
\
P
H
A
S
E

I
I
\
B
O
R
I
N
G
\
F
C
B
-
0
1
4
.
G
P
J
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0
5
10
15
0
5
10
15
0
0
0
0
0
0
0
0
(CL) Yellowish brown
(CL) Yellowish brown
Bottom of borehole at 5.0 feet.
DRAWN BY:
SURFACE ELEV:LOGGED BY JQ
BORING COMPLETED:9/25/14
BORING STARTED 9/25/14DRILLING CONTRACTOR:EPDS
DEPTH TO WATER:
TOTAL DEPTH:5
Remarks:
DRILL RIG/ METHOD:DPT
SAMPLING METHOD:Soil Boring 3
DE
P
T
H
(f
t
)
DE
P
T
H
(f
t
)
LI
T
H
O
L
O
G
Y
OV
A

(
p
p
m
)
WELL DIAGRAM
RE
C
O
V
E
R
Y

(
%
)
BK
G
.
SA
M
P
.
MATERIAL DESCRIPTION
BORING NUMBER SB-3
Sheet 1 of 1
PROJECT:Addco Facility
JOB NUMBER:FCB-014
LOCATION:1600 Linville Falls Hwy, Newland, NC
LO
G

O
F

B
O
R
I
N
G

-

H
A
R
T

H
I
C
K
M
A
N
.
G
D
T

-

1
0
/
1
4
/
1
4

1
6
:
5
3

-

S
:
\
A
A
A
-
M
A
S
T
E
R

P
R
O
J
E
C
T
S
\
F
I
R
S
T

C
I
T
I
Z
E
N
S

B
A
N
K

-

F
C
B
\
F
C
B
-
0
1
4

C
&
E

M
A
N
U
F
A
C
T
U
R
I
N
G

-

N
E
W
L
A
N
D
,

N
C
\
P
H
A
S
E

I
I
\
B
O
R
I
N
G
\
F
C
B
-
0
1
4
.
G
P
J
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0.0
2.5
5.0
0.0
2.5
5.0
0
0
0
0
0
0
0
0
(ML) Yellowish brown
(CL-ML) Yellowish brown
Bottom of borehole at 5.0 feet.
DRAWN BY:
SURFACE ELEV:LOGGED BY JQ
BORING COMPLETED:9/25/14
BORING STARTED 9/25/14DRILLING CONTRACTOR:EPDS
DEPTH TO WATER:
TOTAL DEPTH:5
Remarks:
DRILL RIG/ METHOD:DPT
SAMPLING METHOD:Soil Boring 4
DE
P
T
H
(f
t
)
DE
P
T
H
(f
t
)
LI
T
H
O
L
O
G
Y
OV
A

(
p
p
m
)
WELL DIAGRAM
RE
C
O
V
E
R
Y

(
%
)
BK
G
.
SA
M
P
.
MATERIAL DESCRIPTION
BORING NUMBER SB-4
Sheet 1 of 1
PROJECT:Addco Facility
JOB NUMBER:FCB-014
LOCATION:1600 Linville Falls Hwy, Newland, NC
LO
G

O
F

B
O
R
I
N
G

-

H
A
R
T

H
I
C
K
M
A
N
.
G
D
T

-

1
0
/
1
4
/
1
4

1
6
:
5
3

-

S
:
\
A
A
A
-
M
A
S
T
E
R

P
R
O
J
E
C
T
S
\
F
I
R
S
T

C
I
T
I
Z
E
N
S

B
A
N
K

-

F
C
B
\
F
C
B
-
0
1
4

C
&
E

M
A
N
U
F
A
C
T
U
R
I
N
G

-

N
E
W
L
A
N
D
,

N
C
\
P
H
A
S
E

I
I
\
B
O
R
I
N
G
\
F
C
B
-
0
1
4
.
G
P
J
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0.0
2.5
5.0
0.0
2.5
5.0
0
0
0
0
0
0.6
0
0
(GP-GM) Reddish yellow
(CL-ML) Reddish yellow
Bottom of borehole at 5.0 feet.
DRAWN BY:
SURFACE ELEV:LOGGED BY JQ
BORING COMPLETED:9/25/14
BORING STARTED 9/25/14DRILLING CONTRACTOR:EPDS
DEPTH TO WATER:
TOTAL DEPTH:5
Remarks:
DRILL RIG/ METHOD:DPT
SAMPLING METHOD:Soil Boring 5
DE
P
T
H
(f
t
)
DE
P
T
H
(f
t
)
LI
T
H
O
L
O
G
Y
OV
A

(
p
p
m
)
WELL DIAGRAM
RE
C
O
V
E
R
Y

(
%
)
BK
G
.
SA
M
P
.
MATERIAL DESCRIPTION
BORING NUMBER SB-5
Sheet 1 of 1
PROJECT:Addco Facility
JOB NUMBER:FCB-014
LOCATION:1600 Linville Falls Hwy, Newland, NC
LO
G

O
F

B
O
R
I
N
G

-

H
A
R
T

H
I
C
K
M
A
N
.
G
D
T

-

1
0
/
1
4
/
1
4

1
6
:
5
3

-

S
:
\
A
A
A
-
M
A
S
T
E
R

P
R
O
J
E
C
T
S
\
F
I
R
S
T

C
I
T
I
Z
E
N
S

B
A
N
K

-

F
C
B
\
F
C
B
-
0
1
4

C
&
E

M
A
N
U
F
A
C
T
U
R
I
N
G

-

N
E
W
L
A
N
D
,

N
C
\
P
H
A
S
E

I
I
\
B
O
R
I
N
G
\
F
C
B
-
0
1
4
.
G
P
J
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0.0
2.5
5.0
0.0
2.5
5.0
0
0
0
0
0
0
0
0
(GP-GM) Reddish yellow
(CL-ML) Reddish yellow
Bottom of borehole at 5.0 feet.
DRAWN BY:
SURFACE ELEV:LOGGED BY JQ
BORING COMPLETED:9/25/14
BORING STARTED 9/25/14DRILLING CONTRACTOR:EPDS
DEPTH TO WATER:
TOTAL DEPTH:5
Remarks:
DRILL RIG/ METHOD:DPT
SAMPLING METHOD:Soil Boring 6
DE
P
T
H
(f
t
)
DE
P
T
H
(f
t
)
LI
T
H
O
L
O
G
Y
OV
A

(
p
p
m
)
WELL DIAGRAM
RE
C
O
V
E
R
Y

(
%
)
BK
G
.
SA
M
P
.
MATERIAL DESCRIPTION
BORING NUMBER SB-6
Sheet 1 of 1
PROJECT:Addco Facility
JOB NUMBER:FCB-014
LOCATION:1600 Linville Falls Hwy, Newland, NC
LO
G

O
F

B
O
R
I
N
G

-

H
A
R
T

H
I
C
K
M
A
N
.
G
D
T

-

1
0
/
1
4
/
1
4

1
6
:
5
3

-

S
:
\
A
A
A
-
M
A
S
T
E
R

P
R
O
J
E
C
T
S
\
F
I
R
S
T

C
I
T
I
Z
E
N
S

B
A
N
K

-

F
C
B
\
F
C
B
-
0
1
4

C
&
E

M
A
N
U
F
A
C
T
U
R
I
N
G

-

N
E
W
L
A
N
D
,

N
C
\
P
H
A
S
E

I
I
\
B
O
R
I
N
G
\
F
C
B
-
0
1
4
.
G
P
J
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
3334 Hillsborough Street
Raleigh, North Carolina 27607
919-847-4241(p) 919-847-4261(f)
0.0
2.5
5.0
0.0
2.5
5.0

Appendix B

Laboratory Analytical Data Reports

ANALYTICAL REPORT
TestAmerica Laboratories, Inc.
TestAmerica Nashville
2960 Foster Creighton Drive
Nashville, TN 37204
Tel: [phone]
TestAmerica Job ID: 490-62390-1
TestAmerica Sample Delivery Group: FCB-014 Task 2
Client Project/Site: 1600 Linville Falls Hwy, Avery County,NC
For:
Hart & Hickman, PC
2923 S Tryon Street
Suite 100
Charlotte, North Carolina 28203
Attn: Jay Quattrocchi
Authorized for release by:
10/6/2014 11:08:50 AM
Roxanne Connor, Senior Project Manager
[phone]
[e-mail]
Designee for
Ken Hayes, Project Manager II
[phone]
[e-mail]
The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited
parameters, exceptions are noted in this report. This report may not be reproduced except in full,
and with written approval from the laboratory. For questions please contact the Project Manager
at the e-mail address or telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic signature is
intended to be the legally binding equivalent of a traditionally handwritten signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
1
2
3
4
5
6
7
8
9
10
11
12
13
Table of Contents
Client: Hart & Hickman, PC
Project/Site: 1600 Linville Falls Hwy, Avery County,NC
TestAmerica Job ID: 490-62390-1
SDG: FCB-014 Task 2
Page 2 of 74 TestAmerica Nashville10/6/2014
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .25
QC Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .60
Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .65
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .69
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .70
Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74
1
2
3
4
5
6
7
8
9
10
11
12
13
Sample Summary
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID Client Sample ID ReceivedCollectedMatrix
490-62390-1 SB-1 (5-7)Solid 09/25/14 09:27 09/26/14 09:00
490-62390-2 SB-2 (1-3)Solid 09/25/14 10:50 09/26/14 09:00
490-62390-3 SB-3 (1-2)Solid 09/25/14 11:30 09/26/14 09:00
490-62390-4 SB-4 (1-2)Solid 09/25/14 11:45 09/26/14 09:00
490-62390-5 SB-5 (1-2)Solid 09/25/14 13:00 09/26/14 09:00
490-62390-6 SB-6 (1-2)Solid 09/25/14 12:45 09/26/14 09:00
490-62390-7 TMW-1 Water 09/25/14 12:17 09/26/14 09:00
490-62390-8 TMW-2 Water 09/25/14 14:01 09/26/14 09:00
490-62390-9 Background (1-2)Solid 09/25/14 13:37 09/26/14 09:00
TestAmerica Nashville
Page 3 of 74 10/6/2014
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2
3
4
5
6
7
8
9
10
11
12
13
Case Narrative
Client: Hart & Hickman, PC TestAmerica Job ID: 490-62390-1
Project/Site: 1600 Linville Falls Hwy, Avery County,NC SDG: FCB-014 Task 2
Job ID: 490-62390-1
Laboratory: TestAmerica Nashville
Narrative
Job Narrative
490-62390-1
Comments
No additional comments.
Receipt
The samples were received on 9/26/2014 9:00 AM; the samples arrived in good condition, properly preserved and, where required, on ice.
The temperature of the cooler at receipt was 2.7º C.
GC/MS VOA
Method(s) 8260B: Due to sample matrix effect on the internal standard (ISTD), a dilution was required for the following sample(s): SB-1
(5-7) (490-62390-1).
Method(s) 8260B: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate/sample duplicate
(MS/MSD/DUP) associated with batch 194478
Method(s) 8260B: The laboratory control sample (LCS) and / or laboratory control sample duplicate (LCSD) for batch 194702 recovered
outside control limits for the following analytes: Chloromethane and Bromomethane. These analytes were biased high in the LCS and
were not detected in the associated samples; therefore, the data have been reported.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC/MS Semi VOA
Method(s) 8270D: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate/sample duplicate
(MS/MSD/DUP) associated with batch 194206 and 194350.
Method(s) 8270D: Batch 194221 is reported without a matrix spike/matrix spike duplicate (MS/MSD). The batch MS/MSD was originally
performed on another client's sample, and this test was on hold at client request. This MS/MSD result does not have immediate bearing
on any samples except for the actual sample spiked. The associated laboratory control sample (LCS) met acceptance criteria and
provides long-term precision and accuracy for this batch.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
GC VOA
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
GC Semi VOA
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Metals
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Organic Prep
Method(s) 3510C: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate/sample duplicate
(MS/MSD/DUP) associated with batch 194206 and 194350.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
VOA Prep
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
TestAmerica NashvillePage 4 of 74 10/6/2014
1
2
3
4
5
6
7
8
9
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13
Definitions/Glossary
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Qualifiers
GC/MS VOA
Qualifier Description
F1 MS and/or MSD Recovery exceeds the control limits
Qualifier
*ISTD response or retention time outside acceptable limits
*LCS or LCSD exceeds the control limits
E Result exceeded calibration range.
Metals
Qualifier Description
4 MS, MSD: The analyte present in the original sample is greater than 4 times the matrix spike concentration; therefore, control limits are not
applicable.
Qualifier
F1 MS and/or MSD Recovery exceeds the control limits
^ICV,CCV,ICB,CCB, ISA, ISB, CRI, CRA, DLCK or MRL standard: Instrument related QC exceeds the control limits.
Glossary
These commonly used abbreviations may or may not be present in this report.
¤Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CNF Contains no Free Liquid
DER Duplicate error ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision level concentration
MDA Minimum detectable activity
EDL Estimated Detection Limit
MDC Minimum detectable concentration
MDL Method Detection Limit
ML Minimum Level (Dioxin)
NC Not Calculated
ND Not detected at the reporting limit (or MDL or EDL if shown)
PQL Practical Quantitation Limit
QC Quality Control
RER Relative error ratio
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-1Client Sample ID: SB-1 (5-7)
Matrix: SolidDate Collected: 09/25/14 09:27
Percent Solids: 67.1Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone 0.220 0.0894 mg/Kg ☼09/27/14 10:09 10/01/14 21:49 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Benzene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼Bromobenzene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Bromochloromethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Bromodichloromethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Bromoform ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1☼Bromomethane ND
0.0894 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼2-Butanone (MEK)ND
0.00894 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Carbon disulfide ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Carbon tetrachloride ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Chlorobenzene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Chlorodibromomethane ND
0.00894 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Chloroethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Chloroform ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Chloromethane ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1☼2-Chlorotoluene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼4-Chlorotoluene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼cis-1,2-Dichloroethene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼cis-1,3-Dichloropropene ND
0.480 mg/Kg 09/27/14 10:08 10/03/14 23:13 1☼1,2-Dibromo-3-Chloropropane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,2-Dibromoethane (EDB)ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Dibromomethane ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼1,2-Dichlorobenzene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼1,3-Dichlorobenzene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1☼1,4-Dichlorobenzene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Dichlorodifluoromethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,1-Dichloroethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,2-Dichloroethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1☼1,1-Dichloroethene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,2-Dichloroethene, Total ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,2-Dichloropropane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,3-Dichloropropane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼2,2-Dichloropropane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1☼1,1-Dichloropropene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Diisopropyl ether ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Ethylbenzene ND
0.480 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼Hexachlorobutadiene ND
0.0894 mg/Kg 09/27/14 10:09 10/01/14 21:49 1☼2-Hexanone ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Isopropylbenzene ND
0.0179 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Methylene Chloride ND
0.0894 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼4-Methyl-2-pentanone (MIBK)ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Methyl tert-butyl ether ND
0.480 mg/Kg 09/27/14 10:08 10/03/14 23:13 1☼Naphthalene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼n-Butylbenzene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼N-Propylbenzene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼p-Isopropyltoluene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1☼sec-Butylbenzene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Styrene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼tert-Butylbenzene ND
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-1Client Sample ID: SB-1 (5-7)
Matrix: SolidDate Collected: 09/25/14 09:27
Percent Solids: 67.1Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,1,1,2-Tetrachloroethane ND 0.00358 mg/Kg ☼09/27/14 10:09 10/01/14 21:49 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼1,1,2,2-Tetrachloroethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1☼Tetrachloroethene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Toluene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼trans-1,2-Dichloroethene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼trans-1,3-Dichloropropene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1☼1,2,3-Trichlorobenzene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼1,2,4-Trichlorobenzene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,1,1-Trichloroethane ND
0.00894 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼1,1,2-Trichloroethane ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Trichloroethene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1☼Trichlorofluoromethane ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼1,2,3-Trichloropropane ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼1,2,4-Trimethylbenzene ND
0.192 mg/Kg 09/27/14 10:08 10/03/14 23:13 1
☼1,3,5-Trimethylbenzene ND
0.00358 mg/Kg 09/27/14 10:09 10/01/14 21:49 1☼Vinyl chloride ND
0.00536 mg/Kg 09/27/14 10:09 10/01/14 21:49 1
☼Xylenes, Total ND
4-Bromofluorobenzene (Surr)110 *70-130 09/27/14 10:09 10/01/14 21:49 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
4-Bromofluorobenzene (Surr)103 09/27/14 10:08 10/03/14 23:13 170-130
Dibromofluoromethane (Surr)115 09/27/14 10:09 10/01/14 21:49 170-130
Dibromofluoromethane (Surr)91 09/27/14 10:08 10/03/14 23:13 170-130
1,2-Dichloroethane-d4 (Surr)117 09/27/14 10:09 10/01/14 21:49 170-130
1,2-Dichloroethane-d4 (Surr)85 09/27/14 10:08 10/03/14 23:13 170-130
Toluene-d8 (Surr)111 09/27/14 10:09 10/01/14 21:49 170-130
Toluene-d8 (Surr)87 09/27/14 10:08 10/03/14 23:13 170-130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
RL MDL
Acenaphthene ND 0.0663 mg/Kg ☼09/30/14 13:47 10/02/14 00:59 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Acenaphthylene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Anthracene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1☼Benzo[a]anthracene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Benzo[a]pyrene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Benzo[b]fluoranthene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Benzo[g,h,i]perylene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Benzo[k]fluoranthene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Chrysene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Dibenz(a,h)anthracene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Fluoranthene 0.0870
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Fluorene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1☼Indeno[1,2,3-cd]pyrene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Naphthalene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Phenanthrene ND
0.0663 mg/Kg 09/30/14 13:47 10/02/14 00:59 1
☼Pyrene 0.0724
2-Fluorobiphenyl (Surr)68 29-120 09/30/14 13:47 10/02/14 00:59 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Nitrobenzene-d5 (Surr)68 09/30/14 13:47 10/02/14 00:59 127-120
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-1Client Sample ID: SB-1 (5-7)
Matrix: SolidDate Collected: 09/25/14 09:27
Percent Solids: 67.1Date Received: 09/26/14 09:00
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Terphenyl-d14 (Surr)84 13-120 09/30/14 13:47 10/02/14 00:59 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 14.6 mg/Kg ☼09/29/14 13:45 09/30/14 16:58 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
2.93 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Arsenic ND
1.46 mg/Kg 09/29/14 13:45 09/30/14 16:58 1☼Beryllium ND
1.46 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Cadmium ND
1.46 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Chromium 10.5
2.93 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Copper 24.2
1.46 mg/Kg 09/29/14 13:45 09/30/14 16:58 1☼Lead 21.7
4.39 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Manganese 140
2.93 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Nickel 10.7
2.93 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Selenium ND
1.46 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Silver ND
2.93 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Thallium ND
14.6 mg/Kg 09/29/14 13:45 09/30/14 16:58 1
☼Zinc 71.0
Method: 7471B - Mercury in Solid or Semisolid Waste (Manual Cold Vapor Technique)
RL MDL
Mercury ND 0.149 mg/Kg ☼10/01/14 08:22 10/01/14 10:58 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
General Chemistry
RL RL
Percent Solids 67 0.10 %09/29/14 13:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-2Client Sample ID: SB-2 (1-3)
Matrix: SolidDate Collected: 09/25/14 10:50
Percent Solids: 68.3Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone 0.0938 0.0660 mg/Kg ☼09/27/14 10:09 10/01/14 21:19 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Benzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Bromobenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Bromochloromethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Bromodichloromethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Bromoform ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼Bromomethane ND
0.0660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼2-Butanone (MEK)ND
0.00660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Carbon disulfide ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Carbon tetrachloride ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Chlorobenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Chlorodibromomethane ND
0.00660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Chloroethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Chloroform ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Chloromethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼2-Chlorotoluene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼4-Chlorotoluene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼cis-1,2-Dichloroethene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼cis-1,3-Dichloropropene ND
0.00660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼1,2-Dibromo-3-Chloropropane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2-Dibromoethane (EDB)ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Dibromomethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2-Dichlorobenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,3-Dichlorobenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼1,4-Dichlorobenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Dichlorodifluoromethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,1-Dichloroethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2-Dichloroethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼1,1-Dichloroethene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2-Dichloroethene, Total ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2-Dichloropropane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,3-Dichloropropane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼2,2-Dichloropropane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼1,1-Dichloropropene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Diisopropyl ether ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Ethylbenzene ND
0.00660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Hexachlorobutadiene ND
0.0660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼2-Hexanone ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Isopropylbenzene ND
0.0132 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Methylene Chloride ND
0.0660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼4-Methyl-2-pentanone (MIBK)ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Methyl tert-butyl ether ND
0.00660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼Naphthalene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼n-Butylbenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼N-Propylbenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼p-Isopropyltoluene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼sec-Butylbenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Styrene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼tert-Butylbenzene ND
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-2Client Sample ID: SB-2 (1-3)
Matrix: SolidDate Collected: 09/25/14 10:50
Percent Solids: 68.3Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,1,1,2-Tetrachloroethane ND 0.00264 mg/Kg ☼09/27/14 10:09 10/01/14 21:19 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,1,2,2-Tetrachloroethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼Tetrachloroethene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Toluene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼trans-1,2-Dichloroethene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼trans-1,3-Dichloropropene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼1,2,3-Trichlorobenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2,4-Trichlorobenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,1,1-Trichloroethane ND
0.00660 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,1,2-Trichloroethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Trichloroethene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼Trichlorofluoromethane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2,3-Trichloropropane ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,2,4-Trimethylbenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼1,3,5-Trimethylbenzene ND
0.00264 mg/Kg 09/27/14 10:09 10/01/14 21:19 1☼Vinyl chloride ND
0.00396 mg/Kg 09/27/14 10:09 10/01/14 21:19 1
☼Xylenes, Total ND
4-Bromofluorobenzene (Surr)100 70-130 09/27/14 10:09 10/01/14 21:19 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)112 09/27/14 10:09 10/01/14 21:19 170-130
1,2-Dichloroethane-d4 (Surr)117 09/27/14 10:09 10/01/14 21:19 170-130
Toluene-d8 (Surr)101 09/27/14 10:09 10/01/14 21:19 170-130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
RL MDL
Acenaphthene ND 0.0669 mg/Kg ☼09/30/14 13:47 10/02/14 01:23 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Acenaphthylene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Anthracene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1☼Benzo[a]anthracene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Benzo[a]pyrene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Benzo[b]fluoranthene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Benzo[g,h,i]perylene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1☼Benzo[k]fluoranthene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Chrysene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Dibenz(a,h)anthracene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Fluoranthene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Fluorene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1☼Indeno[1,2,3-cd]pyrene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Naphthalene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Phenanthrene ND
0.0669 mg/Kg 09/30/14 13:47 10/02/14 01:23 1
☼Pyrene ND
2-Fluorobiphenyl (Surr)51 29-120 09/30/14 13:47 10/02/14 01:23 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Nitrobenzene-d5 (Surr)51 09/30/14 13:47 10/02/14 01:23 127-120
Terphenyl-d14 (Surr)61 09/30/14 13:47 10/02/14 01:23 113-120
TestAmerica Nashville
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-2Client Sample ID: SB-2 (1-3)
Matrix: SolidDate Collected: 09/25/14 10:50
Percent Solids: 68.3Date Received: 09/26/14 09:00
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 14.4 mg/Kg ☼09/29/14 13:45 09/30/14 17:02 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
2.87 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Arsenic 5.26
1.44 mg/Kg 09/29/14 13:45 09/30/14 17:02 1☼Beryllium ND
1.44 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Cadmium ND
1.44 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Chromium 15.6
2.87 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Copper 13.9
1.44 mg/Kg 09/29/14 13:45 09/30/14 17:02 1☼Lead 36.2
4.31 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Manganese 1050
2.87 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Nickel 10.7
2.87 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Selenium ND
1.44 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Silver ND
2.87 mg/Kg 09/29/14 13:45 09/30/14 17:02 1☼Thallium ND
14.4 mg/Kg 09/29/14 13:45 09/30/14 17:02 1
☼Zinc 78.6
Method: 7471B - Mercury in Solid or Semisolid Waste (Manual Cold Vapor Technique)
RL MDL
Mercury ND 0.143 mg/Kg ☼10/01/14 08:22 10/01/14 11:00 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
General Chemistry
RL RL
Percent Solids 68 0.10 %09/29/14 13:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
TestAmerica Nashville
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-3Client Sample ID: SB-3 (1-2)
Matrix: SolidDate Collected: 09/25/14 11:30
Percent Solids: 77.6Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone ND 0.0542 mg/Kg ☼09/27/14 10:09 10/01/14 20:50 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Benzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Bromobenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Bromochloromethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Bromodichloromethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Bromoform ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼Bromomethane ND
0.0542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼2-Butanone (MEK)ND
0.00542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Carbon disulfide ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Carbon tetrachloride ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Chlorobenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Chlorodibromomethane ND
0.00542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Chloroethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Chloroform ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Chloromethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼2-Chlorotoluene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼4-Chlorotoluene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼cis-1,2-Dichloroethene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼cis-1,3-Dichloropropene ND
0.00542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼1,2-Dibromo-3-Chloropropane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2-Dibromoethane (EDB)ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Dibromomethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2-Dichlorobenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,3-Dichlorobenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼1,4-Dichlorobenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Dichlorodifluoromethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,1-Dichloroethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2-Dichloroethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼1,1-Dichloroethene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2-Dichloroethene, Total ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2-Dichloropropane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,3-Dichloropropane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼2,2-Dichloropropane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼1,1-Dichloropropene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Diisopropyl ether ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Ethylbenzene ND
0.00542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Hexachlorobutadiene ND
0.0542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼2-Hexanone ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Isopropylbenzene ND
0.0108 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Methylene Chloride ND
0.0542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼4-Methyl-2-pentanone (MIBK)ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Methyl tert-butyl ether ND
0.00542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼Naphthalene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼n-Butylbenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼N-Propylbenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼p-Isopropyltoluene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼sec-Butylbenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Styrene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼tert-Butylbenzene ND
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-3Client Sample ID: SB-3 (1-2)
Matrix: SolidDate Collected: 09/25/14 11:30
Percent Solids: 77.6Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,1,1,2-Tetrachloroethane ND 0.00217 mg/Kg ☼09/27/14 10:09 10/01/14 20:50 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,1,2,2-Tetrachloroethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼Tetrachloroethene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Toluene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼trans-1,2-Dichloroethene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼trans-1,3-Dichloropropene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼1,2,3-Trichlorobenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2,4-Trichlorobenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,1,1-Trichloroethane ND
0.00542 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,1,2-Trichloroethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Trichloroethene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼Trichlorofluoromethane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2,3-Trichloropropane ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,2,4-Trimethylbenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼1,3,5-Trimethylbenzene ND
0.00217 mg/Kg 09/27/14 10:09 10/01/14 20:50 1☼Vinyl chloride ND
0.00325 mg/Kg 09/27/14 10:09 10/01/14 20:50 1
☼Xylenes, Total ND
4-Bromofluorobenzene (Surr)87 70-130 09/27/14 10:09 10/01/14 20:50 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)107 09/27/14 10:09 10/01/14 20:50 170-130
1,2-Dichloroethane-d4 (Surr)110 09/27/14 10:09 10/01/14 20:50 170-130
Toluene-d8 (Surr)98 09/27/14 10:09 10/01/14 20:50 170-130
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 12.5 mg/Kg ☼09/29/14 13:45 09/30/14 17:05 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
2.49 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Arsenic ND
1.25 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Beryllium 1.35
1.25 mg/Kg 09/29/14 13:45 09/30/14 17:05 1☼Cadmium ND
1.25 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Chromium 5.36
2.49 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Copper 11.5
1.25 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Lead 12.6
3.74 mg/Kg 09/29/14 13:45 09/30/14 17:05 1☼Manganese 418
2.49 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Nickel 8.03
2.49 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Selenium ND
1.25 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Silver ND
2.49 mg/Kg 09/29/14 13:45 09/30/14 17:05 1
☼Thallium ND
12.5 mg/Kg 09/29/14 13:45 09/30/14 17:05 1☼Zinc 67.9
Method: 7471B - Mercury in Solid or Semisolid Waste (Manual Cold Vapor Technique)
RL MDL
Mercury ND 0.124 mg/Kg ☼10/01/14 08:22 10/01/14 11:02 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
General Chemistry
RL RL
Percent Solids 78 0.10 %09/29/14 13:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-4Client Sample ID: SB-4 (1-2)
Matrix: SolidDate Collected: 09/25/14 11:45
Percent Solids: 79.0Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone ND 0.0621 mg/Kg ☼09/27/14 10:09 10/02/14 19:25 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Benzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Bromobenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Bromochloromethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Bromodichloromethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Bromoform ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼Bromomethane ND *
0.0621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼2-Butanone (MEK)ND
0.00621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Carbon disulfide ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Carbon tetrachloride ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Chlorobenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Chlorodibromomethane ND
0.00621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Chloroethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Chloroform ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Chloromethane ND *
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼2-Chlorotoluene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼4-Chlorotoluene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼cis-1,2-Dichloroethene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼cis-1,3-Dichloropropene ND
0.00621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼1,2-Dibromo-3-Chloropropane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2-Dibromoethane (EDB)ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Dibromomethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2-Dichlorobenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,3-Dichlorobenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼1,4-Dichlorobenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Dichlorodifluoromethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,1-Dichloroethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2-Dichloroethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼1,1-Dichloroethene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2-Dichloroethene, Total ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2-Dichloropropane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,3-Dichloropropane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼2,2-Dichloropropane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼1,1-Dichloropropene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Diisopropyl ether ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Ethylbenzene ND
0.00621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Hexachlorobutadiene ND
0.0621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼2-Hexanone ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Isopropylbenzene ND
0.0124 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Methylene Chloride ND
0.0621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼4-Methyl-2-pentanone (MIBK)ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Methyl tert-butyl ether ND
0.00621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼Naphthalene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼n-Butylbenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼N-Propylbenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼p-Isopropyltoluene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼sec-Butylbenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Styrene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼tert-Butylbenzene ND
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-4Client Sample ID: SB-4 (1-2)
Matrix: SolidDate Collected: 09/25/14 11:45
Percent Solids: 79.0Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,1,1,2-Tetrachloroethane ND 0.00248 mg/Kg ☼09/27/14 10:09 10/02/14 19:25 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,1,2,2-Tetrachloroethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼Tetrachloroethene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Toluene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼trans-1,2-Dichloroethene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼trans-1,3-Dichloropropene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼1,2,3-Trichlorobenzene 0.00279
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2,4-Trichlorobenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,1,1-Trichloroethane ND
0.00621 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,1,2-Trichloroethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Trichloroethene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼Trichlorofluoromethane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2,3-Trichloropropane ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,2,4-Trimethylbenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼1,3,5-Trimethylbenzene ND
0.00248 mg/Kg 09/27/14 10:09 10/02/14 19:25 1☼Vinyl chloride ND
0.00373 mg/Kg 09/27/14 10:09 10/02/14 19:25 1
☼Xylenes, Total ND
4-Bromofluorobenzene (Surr)89 70-130 09/27/14 10:09 10/02/14 19:25 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)109 09/27/14 10:09 10/02/14 19:25 170-130
1,2-Dichloroethane-d4 (Surr)117 09/27/14 10:09 10/02/14 19:25 170-130
Toluene-d8 (Surr)96 09/27/14 10:09 10/02/14 19:25 170-130
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 12.6 mg/Kg ☼09/29/14 13:45 09/30/14 17:09 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
2.52 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Arsenic ND
1.26 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Beryllium ND
1.26 mg/Kg 09/29/14 13:45 09/30/14 17:09 1☼Cadmium ND
1.26 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Chromium 25.0
2.52 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Copper 18.7
1.26 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Lead 36.4
3.78 mg/Kg 09/29/14 13:45 09/30/14 17:09 1☼Manganese 636
2.52 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Nickel 28.4
2.52 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Selenium ND
1.26 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Silver ND
2.52 mg/Kg 09/29/14 13:45 09/30/14 17:09 1
☼Thallium ND
12.6 mg/Kg 09/29/14 13:45 09/30/14 17:09 1☼Zinc 113
Method: 7471B - Mercury in Solid or Semisolid Waste (Manual Cold Vapor Technique)
RL MDL
Mercury ND 0.124 mg/Kg ☼10/01/14 08:22 10/01/14 11:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
General Chemistry
RL RL
Percent Solids 79 0.10 %09/29/14 13:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-5Client Sample ID: SB-5 (1-2)
Matrix: SolidDate Collected: 09/25/14 13:00
Percent Solids: 78.5Date Received: 09/26/14 09:00
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Gasoline Range Organics)
RL MDL
GRO (C6-C10)ND 6.44 mg/Kg ☼09/27/14 10:08 09/30/14 16:51 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
a,a,a-Trifluorotoluene 98 50-150 09/27/14 10:08 09/30/14 16:51 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Diesel Range Organics)
RL MDL
Diesel Range Organics [C10-C28]15.4 4.98 mg/Kg ☼09/30/14 10:14 10/01/14 20:58 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
o-Terphenyl (Surr)66 50-150 09/30/14 10:14 10/01/14 20:58 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
General Chemistry
RL RL
Percent Solids 79 0.10 %09/29/14 13:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-6Client Sample ID: SB-6 (1-2)
Matrix: SolidDate Collected: 09/25/14 12:45
Percent Solids: 78.7Date Received: 09/26/14 09:00
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Gasoline Range Organics)
RL MDL
GRO (C6-C10)ND 6.85 mg/Kg ☼09/27/14 10:08 09/30/14 17:25 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
a,a,a-Trifluorotoluene 105 50-150 09/27/14 10:08 09/30/14 17:25 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Diesel Range Organics)
RL MDL
Diesel Range Organics [C10-C28]166 5.00 mg/Kg ☼09/30/14 10:14 10/01/14 21:12 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
o-Terphenyl (Surr)66 50-150 09/30/14 10:14 10/01/14 21:12 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
General Chemistry
RL RL
Percent Solids 79 0.10 %09/29/14 13:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-7Client Sample ID: TMW-1
Matrix: WaterDate Collected: 09/25/14 12:17
Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone ND 25.0 ug/L 10/01/14 04:31 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 10/01/14 04:31 1BenzeneND
1.00 ug/L 10/01/14 04:31 1BromobenzeneND
1.00 ug/L 10/01/14 04:31 1BromochloromethaneND
1.00 ug/L 10/01/14 04:31 1BromodichloromethaneND
1.00 ug/L 10/01/14 04:31 1BromoformND
1.00 ug/L 10/01/14 04:31 1BromomethaneND
50.0 ug/L 10/01/14 04:31 12-Butanone (MEK)ND
1.00 ug/L 10/01/14 04:31 1Carbon disulfide ND
1.00 ug/L 10/01/14 04:31 1Carbon tetrachloride ND
1.00 ug/L 10/01/14 04:31 1ChlorobenzeneND
1.00 ug/L 10/01/14 04:31 1ChlorodibromomethaneND
1.00 ug/L 10/01/14 04:31 1ChloroethaneND
1.00 ug/L 10/01/14 04:31 1ChloroformND
1.00 ug/L 10/01/14 04:31 1ChloromethaneND
1.00 ug/L 10/01/14 04:31 12-Chlorotoluene ND
1.00 ug/L 10/01/14 04:31 14-Chlorotoluene ND
1.00 ug/L 10/01/14 04:31 1cis-1,2-Dichloroethene ND
1.00 ug/L 10/01/14 04:31 1cis-1,3-Dichloropropene ND
10.0 ug/L 10/01/14 04:31 11,2-Dibromo-3-Chloropropane ND
1.00 ug/L 10/01/14 04:31 11,2-Dibromoethane (EDB)ND
1.00 ug/L 10/01/14 04:31 1DibromomethaneND
1.00 ug/L 10/01/14 04:31 11,2-Dichlorobenzene ND
1.00 ug/L 10/01/14 04:31 11,3-Dichlorobenzene ND
1.00 ug/L 10/01/14 04:31 11,4-Dichlorobenzene ND
1.00 ug/L 10/01/14 04:31 1DichlorodifluoromethaneND
1.00 ug/L 10/01/14 04:31 11,1-Dichloroethane ND
1.00 ug/L 10/01/14 04:31 11,2-Dichloroethane ND
1.00 ug/L 10/01/14 04:31 11,1-Dichloroethene ND
1.00 ug/L 10/01/14 04:31 11,2-Dichloroethene, Total ND
1.00 ug/L 10/01/14 04:31 11,2-Dichloropropane ND
1.00 ug/L 10/01/14 04:31 11,3-Dichloropropane ND
1.00 ug/L 10/01/14 04:31 12,2-Dichloropropane ND
1.00 ug/L 10/01/14 04:31 11,1-Dichloropropene ND
2.00 ug/L 10/01/14 04:31 1Diisopropyl ether ND
1.00 ug/L 10/01/14 04:31 1EthylbenzeneND
2.00 ug/L 10/01/14 04:31 1HexachlorobutadieneND
10.0 ug/L 10/01/14 04:31 12-Hexanone ND
50.0 ug/L 10/01/14 04:31 1Isopropyl alcohol ND
1.00 ug/L 10/01/14 04:31 1IsopropylbenzeneND
5.00 ug/L 10/01/14 04:31 1Methylene Chloride ND
10.0 ug/L 10/01/14 04:31 14-Methyl-2-pentanone (MIBK)ND
1.00 ug/L 10/01/14 04:31 1Methyl tert-butyl ether ND
5.00 ug/L 10/01/14 04:31 1NaphthaleneND
1.00 ug/L 10/01/14 04:31 1n-Butylbenzene ND
1.00 ug/L 10/01/14 04:31 1N-Propylbenzene ND
1.00 ug/L 10/01/14 04:31 1p-Isopropyltoluene ND
1.00 ug/L 10/01/14 04:31 1sec-Butylbenzene ND
1.00 ug/L 10/01/14 04:31 1StyreneND
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-7Client Sample ID: TMW-1
Matrix: WaterDate Collected: 09/25/14 12:17
Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
tert-Butylbenzene ND 1.00 ug/L 10/01/14 04:31 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 10/01/14 04:31 11,1,1,2-Tetrachloroethane ND
1.00 ug/L 10/01/14 04:31 11,1,2,2-Tetrachloroethane ND
1.00 ug/L 10/01/14 04:31 1TetrachloroetheneND
1.00 ug/L 10/01/14 04:31 1TolueneND
1.00 ug/L 10/01/14 04:31 1trans-1,2-Dichloroethene ND
1.00 ug/L 10/01/14 04:31 1trans-1,3-Dichloropropene ND
1.00 ug/L 10/01/14 04:31 11,2,3-Trichlorobenzene ND
1.00 ug/L 10/01/14 04:31 11,2,4-Trichlorobenzene ND
1.00 ug/L 10/01/14 04:31 11,1,1-Trichloroethane ND
1.00 ug/L 10/01/14 04:31 11,1,2-Trichloroethane ND
1.00 ug/L 10/01/14 04:31 1TrichloroetheneND
1.00 ug/L 10/01/14 04:31 1TrichlorofluoromethaneND
1.00 ug/L 10/01/14 04:31 11,2,3-Trichloropropane ND
1.00 ug/L 10/01/14 04:31 11,2,4-Trimethylbenzene ND
1.00 ug/L 10/01/14 04:31 11,3,5-Trimethylbenzene ND
1.00 ug/L 10/01/14 04:31 1Vinyl chloride ND
2.00 ug/L 10/01/14 04:31 1Xylenes, Total ND
4-Bromofluorobenzene (Surr)103 70-130 10/01/14 04:31 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)97 10/01/14 04:31 170-130
1,2-Dichloroethane-d4 (Surr)81 10/01/14 04:31 170-130
Toluene-d8 (Surr)107 10/01/14 04:31 170-130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
RL MDL
Acenaphthene 9.50 1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1AcenaphthyleneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1AnthraceneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Benzo[a]anthracene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Benzo[a]pyrene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Benzo[b]fluoranthene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Benzo[g,h,i]perylene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Benzo[k]fluoranthene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1ChryseneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Dibenz(a,h)anthracene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1FluorantheneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Fluorene2.53
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Indeno[1,2,3-cd]pyrene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1Naphthalene11.4
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1PhenanthreneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:35 1PyreneND
2-Fluorobiphenyl (Surr)68 29-120 10/01/14 11:28 10/01/14 21:35 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Nitrobenzene-d5 (Surr)77 10/01/14 11:28 10/01/14 21:35 127-120
Terphenyl-d14 (Surr)74 10/01/14 11:28 10/01/14 21:35 113-120
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-7Client Sample ID: TMW-1
Matrix: WaterDate Collected: 09/25/14 12:17
Date Received: 09/26/14 09:00
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 0.0100 mg/L 09/30/14 10:07 10/02/14 17:34 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.0100 mg/L 09/30/14 10:07 10/02/14 17:34 1ArsenicND
0.00400 mg/L 09/30/14 10:07 10/02/14 17:34 1BerylliumND
0.00100 mg/L 09/30/14 10:07 10/02/14 17:34 1CadmiumND
0.00500 mg/L 09/30/14 10:07 10/02/14 17:34 1ChromiumND
0.0100 mg/L 09/30/14 10:07 10/02/14 17:34 1CopperND
0.00500 mg/L 09/30/14 10:07 10/03/14 16:55 1LeadND
0.0150 mg/L 09/30/14 10:07 10/02/14 17:34 1Manganese0.591 ^
0.0100 mg/L 09/30/14 10:07 10/02/14 17:34 1NickelND
0.0100 mg/L 09/30/14 10:07 10/02/14 17:34 1SeleniumND
0.00500 mg/L 09/30/14 10:07 10/02/14 17:34 1SilverND
0.0100 mg/L 09/30/14 10:07 10/02/14 17:34 1ThalliumND
0.0500 mg/L 09/30/14 10:07 10/02/14 17:34 1ZincND
Method: 7470A - Mercury (CVAA)
RL MDL
Mercury ND 0.000200 mg/L 10/01/14 06:48 10/01/14 14:33 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-8Client Sample ID: TMW-2
Matrix: WaterDate Collected: 09/25/14 14:01
Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone ND 25.0 ug/L 10/01/14 04:05 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 10/01/14 04:05 1BenzeneND
1.00 ug/L 10/01/14 04:05 1BromobenzeneND
1.00 ug/L 10/01/14 04:05 1BromochloromethaneND
1.00 ug/L 10/01/14 04:05 1BromodichloromethaneND
1.00 ug/L 10/01/14 04:05 1BromoformND
1.00 ug/L 10/01/14 04:05 1BromomethaneND
50.0 ug/L 10/01/14 04:05 12-Butanone (MEK)ND
1.00 ug/L 10/01/14 04:05 1Carbon disulfide ND
1.00 ug/L 10/01/14 04:05 1Carbon tetrachloride ND
1.00 ug/L 10/01/14 04:05 1ChlorobenzeneND
1.00 ug/L 10/01/14 04:05 1ChlorodibromomethaneND
1.00 ug/L 10/01/14 04:05 1ChloroethaneND
1.00 ug/L 10/01/14 04:05 1ChloroformND
1.00 ug/L 10/01/14 04:05 1ChloromethaneND
1.00 ug/L 10/01/14 04:05 12-Chlorotoluene ND
1.00 ug/L 10/01/14 04:05 14-Chlorotoluene ND
1.00 ug/L 10/01/14 04:05 1cis-1,2-Dichloroethene ND
1.00 ug/L 10/01/14 04:05 1cis-1,3-Dichloropropene ND
10.0 ug/L 10/01/14 04:05 11,2-Dibromo-3-Chloropropane ND
1.00 ug/L 10/01/14 04:05 11,2-Dibromoethane (EDB)ND
1.00 ug/L 10/01/14 04:05 1DibromomethaneND
1.00 ug/L 10/01/14 04:05 11,2-Dichlorobenzene ND
1.00 ug/L 10/01/14 04:05 11,3-Dichlorobenzene ND
1.00 ug/L 10/01/14 04:05 11,4-Dichlorobenzene ND
1.00 ug/L 10/01/14 04:05 1DichlorodifluoromethaneND
1.00 ug/L 10/01/14 04:05 11,1-Dichloroethane ND
1.00 ug/L 10/01/14 04:05 11,2-Dichloroethane ND
1.00 ug/L 10/01/14 04:05 11,1-Dichloroethene ND
1.00 ug/L 10/01/14 04:05 11,2-Dichloroethene, Total ND
1.00 ug/L 10/01/14 04:05 11,2-Dichloropropane ND
1.00 ug/L 10/01/14 04:05 11,3-Dichloropropane ND
1.00 ug/L 10/01/14 04:05 12,2-Dichloropropane ND
1.00 ug/L 10/01/14 04:05 11,1-Dichloropropene ND
2.00 ug/L 10/01/14 04:05 1Diisopropyl ether ND
1.00 ug/L 10/01/14 04:05 1Ethylbenzene1.10
2.00 ug/L 10/01/14 04:05 1HexachlorobutadieneND
10.0 ug/L 10/01/14 04:05 12-Hexanone ND
50.0 ug/L 10/01/14 04:05 1Isopropyl alcohol ND
1.00 ug/L 10/01/14 04:05 1IsopropylbenzeneND
5.00 ug/L 10/01/14 04:05 1Methylene Chloride ND
10.0 ug/L 10/01/14 04:05 14-Methyl-2-pentanone (MIBK)ND
1.00 ug/L 10/01/14 04:05 1Methyl tert-butyl ether ND
5.00 ug/L 10/01/14 04:05 1NaphthaleneND
1.00 ug/L 10/01/14 04:05 1n-Butylbenzene ND
1.00 ug/L 10/01/14 04:05 1N-Propylbenzene ND
1.00 ug/L 10/01/14 04:05 1p-Isopropyltoluene ND
1.00 ug/L 10/01/14 04:05 1sec-Butylbenzene ND
1.00 ug/L 10/01/14 04:05 1StyreneND
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-8Client Sample ID: TMW-2
Matrix: WaterDate Collected: 09/25/14 14:01
Date Received: 09/26/14 09:00
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
tert-Butylbenzene ND 1.00 ug/L 10/01/14 04:05 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 10/01/14 04:05 11,1,1,2-Tetrachloroethane ND
1.00 ug/L 10/01/14 04:05 11,1,2,2-Tetrachloroethane ND
1.00 ug/L 10/01/14 04:05 1TetrachloroetheneND
1.00 ug/L 10/01/14 04:05 1TolueneND
1.00 ug/L 10/01/14 04:05 1trans-1,2-Dichloroethene ND
1.00 ug/L 10/01/14 04:05 1trans-1,3-Dichloropropene ND
1.00 ug/L 10/01/14 04:05 11,2,3-Trichlorobenzene ND
1.00 ug/L 10/01/14 04:05 11,2,4-Trichlorobenzene ND
1.00 ug/L 10/01/14 04:05 11,1,1-Trichloroethane ND
1.00 ug/L 10/01/14 04:05 11,1,2-Trichloroethane ND
1.00 ug/L 10/01/14 04:05 1TrichloroetheneND
1.00 ug/L 10/01/14 04:05 1TrichlorofluoromethaneND
1.00 ug/L 10/01/14 04:05 11,2,3-Trichloropropane ND
1.00 ug/L 10/01/14 04:05 11,2,4-Trimethylbenzene ND
1.00 ug/L 10/01/14 04:05 11,3,5-Trimethylbenzene ND
1.00 ug/L 10/01/14 04:05 1Vinyl chloride ND
2.00 ug/L 10/01/14 04:05 1Xylenes, Total ND
4-Bromofluorobenzene (Surr)104 70-130 10/01/14 04:05 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)95 10/01/14 04:05 170-130
1,2-Dichloroethane-d4 (Surr)80 10/01/14 04:05 170-130
Toluene-d8 (Surr)106 10/01/14 04:05 170-130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
RL MDL
Acenaphthene 8.03 1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1AcenaphthyleneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1AnthraceneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Benzo[a]anthracene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Benzo[a]pyrene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Benzo[b]fluoranthene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Benzo[g,h,i]perylene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Benzo[k]fluoranthene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1ChryseneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Dibenz(a,h)anthracene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1FluorantheneND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Fluorene2.58
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Indeno[1,2,3-cd]pyrene ND
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Naphthalene30.0
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1Phenanthrene2.60
1.82 ug/L 10/01/14 11:28 10/01/14 21:12 1PyreneND
2-Fluorobiphenyl (Surr)65 29-120 10/01/14 11:28 10/01/14 21:12 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Nitrobenzene-d5 (Surr)72 10/01/14 11:28 10/01/14 21:12 127-120
Terphenyl-d14 (Surr)73 10/01/14 11:28 10/01/14 21:12 113-120
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-8Client Sample ID: TMW-2
Matrix: WaterDate Collected: 09/25/14 14:01
Date Received: 09/26/14 09:00
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 0.0100 mg/L 09/30/14 10:07 10/02/14 17:49 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.0100 mg/L 09/30/14 10:07 10/02/14 17:49 1ArsenicND
0.00400 mg/L 09/30/14 10:07 10/02/14 17:49 1BerylliumND
0.00100 mg/L 09/30/14 10:07 10/02/14 17:49 1CadmiumND
0.00500 mg/L 09/30/14 10:07 10/02/14 17:49 1Chromium0.00980
0.0100 mg/L 09/30/14 10:07 10/02/14 17:49 1CopperND
0.00500 mg/L 09/30/14 10:07 10/03/14 16:58 1Lead0.0261
0.0150 mg/L 09/30/14 10:07 10/02/14 17:49 1Manganese7.15 ^
0.0100 mg/L 09/30/14 10:07 10/02/14 17:49 1NickelND
0.0100 mg/L 09/30/14 10:07 10/02/14 17:49 1SeleniumND
0.00500 mg/L 09/30/14 10:07 10/02/14 17:49 1SilverND
0.0100 mg/L 09/30/14 10:07 10/02/14 17:49 1ThalliumND
0.0500 mg/L 09/30/14 10:07 10/02/14 17:49 1ZincND
Method: 7470A - Mercury (CVAA)
RL MDL
Mercury ND 0.000200 mg/L 10/01/14 06:48 10/01/14 14:35 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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Client Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Lab Sample ID: 490-62390-9Client Sample ID: Background (1-2)
Matrix: SolidDate Collected: 09/25/14 13:37
Percent Solids: 65.9Date Received: 09/26/14 09:00
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 14.7 mg/Kg ☼09/29/14 13:45 09/30/14 17:24 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
2.94 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Arsenic 3.38
1.47 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Beryllium ND
1.47 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Cadmium ND
1.47 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Chromium 12.0
2.94 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Copper 17.3
1.47 mg/Kg 09/29/14 13:45 09/30/14 17:24 1☼Lead 23.9
4.41 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Manganese 102
2.94 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Nickel 10.4
2.94 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Selenium ND
1.47 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Silver 1.68
2.94 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Thallium ND
14.7 mg/Kg 09/29/14 13:45 09/30/14 17:24 1
☼Zinc 83.7
Method: 7471B - Mercury in Solid or Semisolid Waste (Manual Cold Vapor Technique)
RL MDL
Mercury ND 0.152 mg/Kg ☼10/01/14 14:28 10/02/14 12:19 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
General Chemistry
RL RL
Percent Solids 66 0.10 %09/29/14 13:04 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 490-194305/8
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
RL MDL
Acetone ND 25.0 ug/L 09/30/14 22:31 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.00 ug/L 09/30/14 22:31 1Benzene
ND 1.00 ug/L 09/30/14 22:31 1Bromobenzene
ND 1.00 ug/L 09/30/14 22:31 1Bromochloromethane
ND 1.00 ug/L 09/30/14 22:31 1Bromodichloromethane
ND 1.00 ug/L 09/30/14 22:31 1Bromoform
ND 1.00 ug/L 09/30/14 22:31 1Bromomethane
ND 50.0 ug/L 09/30/14 22:31 12-Butanone (MEK)
ND 1.00 ug/L 09/30/14 22:31 1Carbon disulfide
ND 1.00 ug/L 09/30/14 22:31 1Carbon tetrachloride
ND 1.00 ug/L 09/30/14 22:31 1Chlorobenzene
ND 1.00 ug/L 09/30/14 22:31 1Chlorodibromomethane
ND 1.00 ug/L 09/30/14 22:31 1Chloroethane
ND 1.00 ug/L 09/30/14 22:31 1Chloroform
ND 1.00 ug/L 09/30/14 22:31 1Chloromethane
ND 1.00 ug/L 09/30/14 22:31 12-Chlorotoluene
ND 1.00 ug/L 09/30/14 22:31 14-Chlorotoluene
ND 1.00 ug/L 09/30/14 22:31 1cis-1,2-Dichloroethene
ND 1.00 ug/L 09/30/14 22:31 1cis-1,3-Dichloropropene
ND 10.0 ug/L 09/30/14 22:31 11,2-Dibromo-3-Chloropropane
ND 1.00 ug/L 09/30/14 22:31 11,2-Dibromoethane (EDB)
ND 1.00 ug/L 09/30/14 22:31 1Dibromomethane
ND 1.00 ug/L 09/30/14 22:31 11,2-Dichlorobenzene
ND 1.00 ug/L 09/30/14 22:31 11,3-Dichlorobenzene
ND 1.00 ug/L 09/30/14 22:31 11,4-Dichlorobenzene
ND 1.00 ug/L 09/30/14 22:31 1Dichlorodifluoromethane
ND 1.00 ug/L 09/30/14 22:31 11,1-Dichloroethane
ND 1.00 ug/L 09/30/14 22:31 11,2-Dichloroethane
ND 1.00 ug/L 09/30/14 22:31 11,1-Dichloroethene
ND 1.00 ug/L 09/30/14 22:31 11,2-Dichloroethene, Total
ND 1.00 ug/L 09/30/14 22:31 11,2-Dichloropropane
ND 1.00 ug/L 09/30/14 22:31 11,3-Dichloropropane
ND 1.00 ug/L 09/30/14 22:31 12,2-Dichloropropane
ND 1.00 ug/L 09/30/14 22:31 11,1-Dichloropropene
ND 2.00 ug/L 09/30/14 22:31 1Diisopropyl ether
ND 1.00 ug/L 09/30/14 22:31 1Ethylbenzene
ND 2.00 ug/L 09/30/14 22:31 1Hexachlorobutadiene
ND 10.0 ug/L 09/30/14 22:31 12-Hexanone
ND 50.0 ug/L 09/30/14 22:31 1Isopropyl alcohol
ND 1.00 ug/L 09/30/14 22:31 1Isopropylbenzene
ND 5.00 ug/L 09/30/14 22:31 1Methylene Chloride
ND 10.0 ug/L 09/30/14 22:31 14-Methyl-2-pentanone (MIBK)
ND 1.00 ug/L 09/30/14 22:31 1Methyl tert-butyl ether
ND 5.00 ug/L 09/30/14 22:31 1Naphthalene
ND 1.00 ug/L 09/30/14 22:31 1n-Butylbenzene
ND 1.00 ug/L 09/30/14 22:31 1N-Propylbenzene
ND 1.00 ug/L 09/30/14 22:31 1p-Isopropyltoluene
ND 1.00 ug/L 09/30/14 22:31 1sec-Butylbenzene
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-194305/8
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
RL MDL
Styrene ND 1.00 ug/L 09/30/14 22:31 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.00 ug/L 09/30/14 22:31 1tert-Butylbenzene
ND 1.00 ug/L 09/30/14 22:31 11,1,1,2-Tetrachloroethane
ND 1.00 ug/L 09/30/14 22:31 11,1,2,2-Tetrachloroethane
ND 1.00 ug/L 09/30/14 22:31 1Tetrachloroethene
ND 1.00 ug/L 09/30/14 22:31 1Toluene
ND 1.00 ug/L 09/30/14 22:31 1trans-1,2-Dichloroethene
ND 1.00 ug/L 09/30/14 22:31 1trans-1,3-Dichloropropene
ND 1.00 ug/L 09/30/14 22:31 11,2,3-Trichlorobenzene
ND 1.00 ug/L 09/30/14 22:31 11,2,4-Trichlorobenzene
ND 1.00 ug/L 09/30/14 22:31 11,1,1-Trichloroethane
ND 1.00 ug/L 09/30/14 22:31 11,1,2-Trichloroethane
ND 1.00 ug/L 09/30/14 22:31 1Trichloroethene
ND 1.00 ug/L 09/30/14 22:31 1Trichlorofluoromethane
ND 1.00 ug/L 09/30/14 22:31 11,2,3-Trichloropropane
ND 1.00 ug/L 09/30/14 22:31 11,2,4-Trimethylbenzene
ND 1.00 ug/L 09/30/14 22:31 11,3,5-Trimethylbenzene
ND 1.00 ug/L 09/30/14 22:31 1Vinyl chloride
ND 2.00 ug/L 09/30/14 22:31 1Xylenes, Total
4-Bromofluorobenzene (Surr)103 70-130 09/30/14 22:31 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
95 09/30/14 22:31 1Dibromofluoromethane (Surr)70-130
78 09/30/14 22:31 11,2-Dichloroethane-d4 (Surr)70-130
106 09/30/14 22:31 1Toluene-d8 (Surr)70-130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194305/3
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
Acetone 250 244.6 ug/L 98 54 -145
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Benzene 50.0 51.69 ug/L 103 80 -121
Bromobenzene 50.0 52.37 ug/L 105 68 -130
Bromochloromethane 50.0 53.27 ug/L 107 78 -129
Bromodichloromethane 50.0 48.93 ug/L 98 75 -129
Bromoform 50.0 48.77 ug/L 98 46 -145
Bromomethane 50.0 66.06 ug/L 132 41 -150
2-Butanone (MEK)250 240.3 ug/L 96 62 -133
Carbon disulfide 50.0 50.87 ug/L 102 77 -126
Carbon tetrachloride 50.0 50.43 ug/L 101 64 -147
Chlorobenzene 50.0 51.40 ug/L 103 80 -120
Chlorodibromomethane 50.0 54.24 ug/L 108 69 -133
Chloroethane 50.0 50.60 ug/L 101 72 -120
Chloroform 50.0 48.27 ug/L 97 73 -129
Chloromethane 50.0 43.37 ug/L 87 12 -150
2-Chlorotoluene 50.0 51.71 ug/L 103 75 -126
4-Chlorotoluene 50.0 52.41 ug/L 105 75 -130
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194305/3
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
cis-1,2-Dichloroethene 50.0 50.11 ug/L 100 76 -125
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
cis-1,3-Dichloropropene 50.0 61.79 ug/L 124 74 -140
1,2-Dibromo-3-Chloropropane 50.0 59.25 ug/L 119 54 -125
1,2-Dibromoethane (EDB)50.0 54.59 ug/L 109 80 -129
Dibromomethane 50.0 48.26 ug/L 97 71 -125
1,2-Dichlorobenzene 50.0 52.49 ug/L 105 80 -121
1,3-Dichlorobenzene 50.0 53.00 ug/L 106 80 -122
1,4-Dichlorobenzene 50.0 53.28 ug/L 107 80 -120
Dichlorodifluoromethane 50.0 48.86 ug/L 98 37 -127
1,1-Dichloroethane 50.0 50.55 ug/L 101 78 -125
1,2-Dichloroethane 50.0 43.14 ug/L 86 77 -121
1,1-Dichloroethene 50.0 50.91 ug/L 102 79 -124
1,2-Dichloroethene, Total 100 101.4 ug/L 101 78 -126
1,2-Dichloropropane 50.0 52.24 ug/L 104 75 -120
1,3-Dichloropropane 50.0 52.43 ug/L 105 80 -125
2,2-Dichloropropane 50.0 51.62 ug/L 103 43 -161
1,1-Dichloropropene 50.0 50.37 ug/L 101 80 -122
Diisopropyl ether 50.0 50.70 ug/L 101 61 -142
Ethylbenzene 50.0 49.37 ug/L 99 80 -130
Hexachlorobutadiene 50.0 51.56 ug/L 103 49 -146
2-Hexanone 250 250.3 ug/L 100 60 -142
Isopropyl alcohol 500 351.4 ug/L 70 65 -150
Isopropylbenzene 50.0 48.78 ug/L 98 80 -141
Methylene Chloride 50.0 48.63 ug/L 97 79 -123
4-Methyl-2-pentanone (MIBK)250 255.0 ug/L 102 60 -137
Methyl tert-butyl ether 50.0 48.36 ug/L 97 72 -133
Naphthalene 50.0 55.29 ug/L 111 62 -138
n-Butylbenzene 50.0 50.58 ug/L 101 68 -132
N-Propylbenzene 50.0 53.08 ug/L 106 75 -129
p-Isopropyltoluene 50.0 52.41 ug/L 105 75 -128
sec-Butylbenzene 50.0 51.64 ug/L 103 76 -128
Styrene 50.0 51.07 ug/L 102 80 -127
tert-Butylbenzene 50.0 51.54 ug/L 103 76 -126
1,1,1,2-Tetrachloroethane 50.0 53.39 ug/L 107 74 -135
1,1,2,2-Tetrachloroethane 50.0 54.64 ug/L 109 69 -131
Tetrachloroethene 50.0 52.76 ug/L 106 80 -126
Toluene 50.0 51.54 ug/L 103 80 -126
trans-1,2-Dichloroethene 50.0 51.30 ug/L 103 79 -126
trans-1,3-Dichloropropene 50.0 60.22 ug/L 120 63 -134
1,2,3-Trichlorobenzene 50.0 57.13 ug/L 114 62 -133
1,2,4-Trichlorobenzene 50.0 53.98 ug/L 108 63 -133
1,1,1-Trichloroethane 50.0 46.91 ug/L 94 78 -135
1,1,2-Trichloroethane 50.0 53.07 ug/L 106 80 -124
Trichloroethene 50.0 52.11 ug/L 104 80 -123
Trichlorofluoromethane 50.0 45.39 ug/L 91 65 -124
1,2,3-Trichloropropane 50.0 60.12 ug/L 120 70 -131
1,2,4-Trimethylbenzene 50.0 51.44 ug/L 103 77 -126
1,3,5-Trimethylbenzene 50.0 52.76 ug/L 106 77 -127
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194305/3
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
Vinyl chloride 50.0 52.51 ug/L 105 68 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Xylenes, Total 100 98.52 ug/L 99 80 -132
4-Bromofluorobenzene (Surr)70 -130
Surrogate
101
LCS LCS
Qualifier Limits%Recovery
95Dibromofluoromethane (Surr)70 -130
801,2-Dichloroethane-d4 (Surr)70 -130
104Toluene-d8 (Surr)70 -130
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194305/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
Acetone 250 242.1 ug/L 97 54 -145 1 21
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Benzene 50.0 52.06 ug/L 104 80 -121 1 17
Bromobenzene 50.0 50.99 ug/L 102 68 -130 3 20
Bromochloromethane 50.0 52.71 ug/L 105 78 -129 1 17
Bromodichloromethane 50.0 49.00 ug/L 98 75 -129 0 18
Bromoform 50.0 48.33 ug/L 97 46 -145 1 16
Bromomethane 50.0 65.87 ug/L 132 41 -150 0 50
2-Butanone (MEK)250 238.2 ug/L 95 62 -133 1 19
Carbon disulfide 50.0 51.08 ug/L 102 77 -126 0 21
Carbon tetrachloride 50.0 50.60 ug/L 101 64 -147 0 19
Chlorobenzene 50.0 51.54 ug/L 103 80 -120 0 14
Chlorodibromomethane 50.0 54.04 ug/L 108 69 -133 0 15
Chloroethane 50.0 53.38 ug/L 107 72 -120 5 20
Chloroform 50.0 48.99 ug/L 98 73 -129 1 18
Chloromethane 50.0 44.11 ug/L 88 12 -150 2 31
2-Chlorotoluene 50.0 51.26 ug/L 103 75 -126 1 17
4-Chlorotoluene 50.0 51.92 ug/L 104 75 -130 1 18
cis-1,2-Dichloroethene 50.0 50.30 ug/L 101 76 -125 0 17
cis-1,3-Dichloropropene 50.0 62.14 ug/L 124 74 -140 1 15
1,2-Dibromo-3-Chloropropane 50.0 57.88 ug/L 116 54 -125 2 24
1,2-Dibromoethane (EDB)50.0 54.58 ug/L 109 80 -129 0 15
Dibromomethane 50.0 47.55 ug/L 95 71 -125 1 16
1,2-Dichlorobenzene 50.0 51.89 ug/L 104 80 -121 1 15
1,3-Dichlorobenzene 50.0 52.68 ug/L 105 80 -122 1 15
1,4-Dichlorobenzene 50.0 53.48 ug/L 107 80 -120 0 15
Dichlorodifluoromethane 50.0 49.27 ug/L 99 37 -127 1 18
1,1-Dichloroethane 50.0 50.74 ug/L 101 78 -125 0 17
1,2-Dichloroethane 50.0 43.47 ug/L 87 77 -121 1 17
1,1-Dichloroethene 50.0 51.50 ug/L 103 79 -124 1 17
1,2-Dichloroethene, Total 100 102.1 ug/L 102 78 -126 1 33
1,2-Dichloropropane 50.0 52.22 ug/L 104 75 -120 0 17
1,3-Dichloropropane 50.0 52.36 ug/L 105 80 -125 0 14
2,2-Dichloropropane 50.0 51.95 ug/L 104 43 -161 1 18
1,1-Dichloropropene 50.0 50.81 ug/L 102 80 -122 1 17
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194305/4
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
Diisopropyl ether 50.0 51.11 ug/L 102 61 -142 1 50
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Ethylbenzene 50.0 49.30 ug/L 99 80 -130 0 15
Hexachlorobutadiene 50.0 52.06 ug/L 104 49 -146 1 23
2-Hexanone 250 255.3 ug/L 102 60 -142 2 15
Isopropyl alcohol 500 368.9 ug/L 74 65 -150 5 30
Isopropylbenzene 50.0 48.86 ug/L 98 80 -141 0 16
Methylene Chloride 50.0 48.83 ug/L 98 79 -123 0 17
4-Methyl-2-pentanone (MIBK)250 254.0 ug/L 102 60 -137 0 17
Methyl tert-butyl ether 50.0 48.64 ug/L 97 72 -133 1 16
Naphthalene 50.0 56.40 ug/L 113 62 -138 2 26
n-Butylbenzene 50.0 50.48 ug/L 101 68 -132 0 18
N-Propylbenzene 50.0 52.65 ug/L 105 75 -129 1 17
p-Isopropyltoluene 50.0 51.95 ug/L 104 75 -128 1 16
sec-Butylbenzene 50.0 51.41 ug/L 103 76 -128 0 16
Styrene 50.0 51.36 ug/L 103 80 -127 1 24
tert-Butylbenzene 50.0 51.83 ug/L 104 76 -126 1 16
1,1,1,2-Tetrachloroethane 50.0 53.32 ug/L 107 74 -135 0 16
1,1,2,2-Tetrachloroethane 50.0 53.45 ug/L 107 69 -131 2 20
Tetrachloroethene 50.0 53.18 ug/L 106 80 -126 1 16
Toluene 50.0 51.81 ug/L 104 80 -126 1 15
trans-1,2-Dichloroethene 50.0 51.78 ug/L 104 79 -126 1 16
trans-1,3-Dichloropropene 50.0 60.25 ug/L 120 63 -134 0 14
1,2,3-Trichlorobenzene 50.0 57.29 ug/L 115 62 -133 0 25
1,2,4-Trichlorobenzene 50.0 53.65 ug/L 107 63 -133 1 19
1,1,1-Trichloroethane 50.0 47.46 ug/L 95 78 -135 1 17
1,1,2-Trichloroethane 50.0 53.09 ug/L 106 80 -124 0 15
Trichloroethene 50.0 52.31 ug/L 105 80 -123 0 17
Trichlorofluoromethane 50.0 46.23 ug/L 92 65 -124 2 18
1,2,3-Trichloropropane 50.0 59.72 ug/L 119 70 -131 1 19
1,2,4-Trimethylbenzene 50.0 51.93 ug/L 104 77 -126 1 16
1,3,5-Trimethylbenzene 50.0 52.16 ug/L 104 77 -127 1 17
Vinyl chloride 50.0 53.26 ug/L 107 68 -120 1 17
Xylenes, Total 100 98.94 ug/L 99 80 -132 0 15
4-Bromofluorobenzene (Surr)70 -130
Surrogate
101
LCSD LCSD
Qualifier Limits%Recovery
96Dibromofluoromethane (Surr)70 -130
821,2-Dichloroethane-d4 (Surr)70 -130
105Toluene-d8 (Surr)70 -130
Client Sample ID: Matrix SpikeLab Sample ID: 490-62333-B-11 MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
Acetone ND 250 240.2 ug/L 93 45 -141
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Benzene ND 50.0 53.29 ug/L 107 75 -133
Bromobenzene ND 50.0 53.65 ug/L 107 60 -138
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix SpikeLab Sample ID: 490-62333-B-11 MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
Bromochloromethane ND 50.0 53.43 ug/L 107 67 -139
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Bromodichloromethane ND 50.0 49.39 ug/L 99 70 -140
Bromoform ND 50.0 48.09 ug/L 96 42 -147
Bromomethane ND 50.0 55.08 ug/L 110 16 -163
2-Butanone (MEK)ND 250 237.1 ug/L 95 50 -138
Carbon disulfide ND 50.0 50.77 ug/L 102 48 -152
Carbon tetrachloride ND 50.0 52.08 ug/L 104 62 -164
Chlorobenzene ND 50.0 52.74 ug/L 105 80 -129
Chlorodibromomethane ND 50.0 54.66 ug/L 109 66 -140
Chloroethane ND 50.0 52.43 ug/L 105 58 -137
Chloroform 5.98 50.0 55.30 ug/L 99 66 -138
Chloromethane ND 50.0 44.60 ug/L 89 10 -169
2-Chlorotoluene ND 50.0 52.59 ug/L 105 67 -138
4-Chlorotoluene ND 50.0 53.05 ug/L 106 69 -138
cis-1,2-Dichloroethene ND 50.0 51.11 ug/L 102 68 -138
cis-1,3-Dichloropropene ND 50.0 62.96 ug/L 126 71 -141
1,2-Dibromo-3-Chloropropane ND 50.0 54.23 ug/L 108 52 -126
1,2-Dibromoethane (EDB)ND 50.0 54.66 ug/L 109 75 -137
Dibromomethane ND 50.0 47.60 ug/L 95 58 -140
1,2-Dichlorobenzene ND 50.0 53.32 ug/L 107 79 -128
1,3-Dichlorobenzene ND 50.0 52.55 ug/L 105 77 -131
1,4-Dichlorobenzene ND 50.0 53.15 ug/L 106 78 -126
Dichlorodifluoromethane ND 50.0 47.49 ug/L 95 40 -127
1,1-Dichloroethane ND 50.0 51.62 ug/L 103 71 -139
1,2-Dichloroethane ND 50.0 43.52 ug/L 87 64 -136
1,1-Dichloroethene ND 50.0 53.71 ug/L 107 70 -142
1,2-Dichloroethene, Total ND 100 103.2 ug/L 103 60 -152
1,2-Dichloropropane ND 50.0 52.71 ug/L 105 67 -131
1,3-Dichloropropane ND 50.0 53.06 ug/L 106 72 -134
2,2-Dichloropropane ND 50.0 55.18 ug/L 110 37 -175
1,1-Dichloropropene ND 50.0 52.60 ug/L 105 76 -139
Diisopropyl ether ND 50.0 51.33 ug/L 103 10 -200
Ethylbenzene ND 50.0 52.63 ug/L 105 79 -139
Hexachlorobutadiene ND 50.0 45.77 ug/L 92 45 -155
2-Hexanone ND 250 259.8 ug/L 104 50 -150
Isopropyl alcohol ND 500 296.5 ug/L 59 26 -200
Isopropylbenzene ND 50.0 50.42 ug/L 101 80 -153
Methylene Chloride ND 50.0 49.21 ug/L 98 64 -139
4-Methyl-2-pentanone (MIBK)ND 250 264.1 ug/L 106 50 -147
Methyl tert-butyl ether ND 50.0 48.88 ug/L 98 66 -141
Naphthalene ND 50.0 76.66 F1 ug/L 153 55 -140
n-Butylbenzene ND 50.0 52.25 ug/L 104 66 -141
N-Propylbenzene ND 50.0 55.57 ug/L 111 69 -142
p-Isopropyltoluene ND 50.0 52.26 ug/L 105 71 -137
sec-Butylbenzene ND 50.0 51.83 ug/L 104 73 -138
Styrene ND 50.0 52.21 ug/L 104 61 -148
tert-Butylbenzene ND 50.0 52.40 ug/L 105 70 -138
1,1,1,2-Tetrachloroethane ND 50.0 53.90 ug/L 108 73 -141
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix SpikeLab Sample ID: 490-62333-B-11 MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
1,1,2,2-Tetrachloroethane ND 50.0 54.82 ug/L 110 56 -143
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Tetrachloroethene ND 50.0 55.59 ug/L 110 72 -145
Toluene ND 50.0 53.34 ug/L 106 75 -136
trans-1,2-Dichloroethene ND 50.0 52.05 ug/L 104 66 -143
trans-1,3-Dichloropropene ND 50.0 60.13 ug/L 120 59 -135
1,2,3-Trichlorobenzene ND 50.0 43.74 ug/L 87 55 -138
1,2,4-Trichlorobenzene ND 50.0 46.65 ug/L 93 60 -136
1,1,1-Trichloroethane ND 50.0 49.38 ug/L 99 76 -149
1,1,2-Trichloroethane ND 50.0 53.72 ug/L 107 74 -134
Trichloroethene ND 50.0 53.58 ug/L 107 73 -144
Trichlorofluoromethane ND 50.0 47.21 ug/L 94 58 -139
1,2,3-Trichloropropane ND 50.0 59.88 ug/L 120 53 -144
1,2,4-Trimethylbenzene ND 50.0 55.39 ug/L 111 69 -136
1,3,5-Trimethylbenzene ND 50.0 54.00 ug/L 108 69 -139
Vinyl chloride ND 50.0 53.27 ug/L 107 56 -129
Xylenes, Total ND 100 101.1 ug/L 101 74 -141
4-Bromofluorobenzene (Surr)70 -130
Surrogate
102
MS MS
Qualifier Limits%Recovery
96Dibromofluoromethane (Surr)70 -130
791,2-Dichloroethane-d4 (Surr)70 -130
104Toluene-d8 (Surr)70 -130
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62333-C-11 MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
Acetone ND 250 242.3 ug/L 94 45 -141 1 21
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Benzene ND 50.0 53.71 ug/L 107 75 -133 1 17
Bromobenzene ND 50.0 53.26 ug/L 107 60 -138 1 20
Bromochloromethane ND 50.0 53.54 ug/L 107 67 -139 0 17
Bromodichloromethane ND 50.0 50.26 ug/L 101 70 -140 2 18
Bromoform ND 50.0 48.78 ug/L 98 42 -147 1 16
Bromomethane ND 50.0 60.82 ug/L 122 16 -163 10 50
2-Butanone (MEK)ND 250 239.1 ug/L 96 50 -138 1 19
Carbon disulfide ND 50.0 52.88 ug/L 106 48 -152 4 21
Carbon tetrachloride ND 50.0 53.46 ug/L 107 62 -164 3 19
Chlorobenzene ND 50.0 54.26 ug/L 109 80 -129 3 14
Chlorodibromomethane ND 50.0 55.77 ug/L 112 66 -140 2 15
Chloroethane ND 50.0 54.01 ug/L 108 58 -137 3 20
Chloroform 5.98 50.0 56.51 ug/L 101 66 -138 2 18
Chloromethane ND 50.0 45.47 ug/L 91 10 -169 2 31
2-Chlorotoluene ND 50.0 53.71 ug/L 107 67 -138 2 17
4-Chlorotoluene ND 50.0 55.49 ug/L 111 69 -138 5 18
cis-1,2-Dichloroethene ND 50.0 51.53 ug/L 103 68 -138 1 17
cis-1,3-Dichloropropene ND 50.0 64.31 ug/L 129 71 -141 2 15
1,2-Dibromo-3-Chloropropane ND 50.0 58.14 ug/L 116 52 -126 7 24
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62333-C-11 MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
1,2-Dibromoethane (EDB)ND 50.0 56.02 ug/L 112 75 -137 2 15
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Dibromomethane ND 50.0 47.35 ug/L 95 58 -140 1 16
1,2-Dichlorobenzene ND 50.0 54.18 ug/L 108 79 -128 2 15
1,3-Dichlorobenzene ND 50.0 54.82 ug/L 110 77 -131 4 15
1,4-Dichlorobenzene ND 50.0 54.14 ug/L 108 78 -126 2 15
Dichlorodifluoromethane ND 50.0 47.69 ug/L 95 40 -127 0 18
1,1-Dichloroethane ND 50.0 53.05 ug/L 106 71 -139 3 17
1,2-Dichloroethane ND 50.0 43.49 ug/L 87 64 -136 0 17
1,1-Dichloroethene ND 50.0 53.62 ug/L 107 70 -142 0 17
1,2-Dichloroethene, Total ND 100 105.0 ug/L 105 60 -152 2 33
1,2-Dichloropropane ND 50.0 53.64 ug/L 107 67 -131 2 17
1,3-Dichloropropane ND 50.0 53.57 ug/L 107 72 -134 1 14
2,2-Dichloropropane ND 50.0 55.11 ug/L 110 37 -175 0 18
1,1-Dichloropropene ND 50.0 53.96 ug/L 108 76 -139 3 17
Diisopropyl ether ND 50.0 51.72 ug/L 103 10 -200 1 50
Ethylbenzene ND 50.0 53.18 ug/L 106 79 -139 1 15
Hexachlorobutadiene ND 50.0 49.61 ug/L 99 45 -155 8 23
2-Hexanone ND 250 258.5 ug/L 103 50 -150 1 15
Isopropyl alcohol ND 500 389.4 ug/L 78 26 -200 27 30
Isopropylbenzene ND 50.0 52.21 ug/L 104 80 -153 4 16
Methylene Chloride ND 50.0 49.68 ug/L 99 64 -139 1 17
4-Methyl-2-pentanone (MIBK)ND 250 262.4 ug/L 105 50 -147 1 17
Methyl tert-butyl ether ND 50.0 48.59 ug/L 97 66 -141 1 16
Naphthalene ND 50.0 63.79 ug/L 128 55 -140 18 26
n-Butylbenzene ND 50.0 53.22 ug/L 106 66 -141 2 18
N-Propylbenzene ND 50.0 56.09 ug/L 112 69 -142 1 17
p-Isopropyltoluene ND 50.0 54.99 ug/L 110 71 -137 5 16
sec-Butylbenzene ND 50.0 54.41 ug/L 109 73 -138 5 16
Styrene ND 50.0 53.72 ug/L 107 61 -148 3 24
tert-Butylbenzene ND 50.0 55.50 ug/L 111 70 -138 6 16
1,1,1,2-Tetrachloroethane ND 50.0 55.71 ug/L 111 73 -141 3 16
1,1,2,2-Tetrachloroethane ND 50.0 53.76 ug/L 108 56 -143 2 20
Tetrachloroethene ND 50.0 57.54 ug/L 114 72 -145 3 16
Toluene ND 50.0 55.12 ug/L 110 75 -136 3 15
trans-1,2-Dichloroethene ND 50.0 53.43 ug/L 107 66 -143 3 16
trans-1,3-Dichloropropene ND 50.0 61.60 ug/L 123 59 -135 2 14
1,2,3-Trichlorobenzene ND 50.0 53.56 ug/L 107 55 -138 20 25
1,2,4-Trichlorobenzene ND 50.0 52.89 ug/L 106 60 -136 13 19
1,1,1-Trichloroethane ND 50.0 50.43 ug/L 101 76 -149 2 17
1,1,2-Trichloroethane ND 50.0 54.09 ug/L 108 74 -134 1 15
Trichloroethene ND 50.0 54.34 ug/L 109 73 -144 1 17
Trichlorofluoromethane ND 50.0 47.32 ug/L 95 58 -139 0 18
1,2,3-Trichloropropane ND 50.0 60.10 ug/L 120 53 -144 0 19
1,2,4-Trimethylbenzene ND 50.0 55.20 ug/L 110 69 -136 0 16
1,3,5-Trimethylbenzene ND 50.0 55.41 ug/L 111 69 -139 3 17
Vinyl chloride ND 50.0 55.80 ug/L 112 56 -129 5 17
Xylenes, Total ND 100 105.1 ug/L 105 74 -141 4 15
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62333-C-11 MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194305
4-Bromofluorobenzene (Surr)70 -130
Surrogate
101
MSD MSD
Qualifier Limits%Recovery
94Dibromofluoromethane (Surr)70 -130
791,2-Dichloroethane-d4 (Surr)70 -130
105Toluene-d8 (Surr)70 -130
Client Sample ID: Method BlankLab Sample ID: MB 490-194478/8
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194478
RL MDL
Acetone ND 0.0500 mg/Kg 10/01/14 15:29 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.00200 mg/Kg 10/01/14 15:29 1Benzene
ND 0.00200 mg/Kg 10/01/14 15:29 1Bromobenzene
ND 0.00200 mg/Kg 10/01/14 15:29 1Bromochloromethane
ND 0.00200 mg/Kg 10/01/14 15:29 1Bromodichloromethane
ND 0.00200 mg/Kg 10/01/14 15:29 1Bromoform
ND 0.00200 mg/Kg 10/01/14 15:29 1Bromomethane
ND 0.0500 mg/Kg 10/01/14 15:29 12-Butanone (MEK)
ND 0.00500 mg/Kg 10/01/14 15:29 1Carbon disulfide
ND 0.00200 mg/Kg 10/01/14 15:29 1Carbon tetrachloride
ND 0.00200 mg/Kg 10/01/14 15:29 1Chlorobenzene
ND 0.00200 mg/Kg 10/01/14 15:29 1Chlorodibromomethane
ND 0.00500 mg/Kg 10/01/14 15:29 1Chloroethane
ND 0.00200 mg/Kg 10/01/14 15:29 1Chloroform
ND 0.00200 mg/Kg 10/01/14 15:29 1Chloromethane
ND 0.00200 mg/Kg 10/01/14 15:29 12-Chlorotoluene
ND 0.00200 mg/Kg 10/01/14 15:29 14-Chlorotoluene
ND 0.00200 mg/Kg 10/01/14 15:29 1cis-1,2-Dichloroethene
ND 0.00200 mg/Kg 10/01/14 15:29 1cis-1,3-Dichloropropene
ND 0.00500 mg/Kg 10/01/14 15:29 11,2-Dibromo-3-Chloropropane
ND 0.00200 mg/Kg 10/01/14 15:29 11,2-Dibromoethane (EDB)
ND 0.00200 mg/Kg 10/01/14 15:29 1Dibromomethane
ND 0.00200 mg/Kg 10/01/14 15:29 11,2-Dichlorobenzene
ND 0.00200 mg/Kg 10/01/14 15:29 11,3-Dichlorobenzene
ND 0.00200 mg/Kg 10/01/14 15:29 11,4-Dichlorobenzene
ND 0.00200 mg/Kg 10/01/14 15:29 1Dichlorodifluoromethane
ND 0.00200 mg/Kg 10/01/14 15:29 11,1-Dichloroethane
ND 0.00200 mg/Kg 10/01/14 15:29 11,2-Dichloroethane
ND 0.00200 mg/Kg 10/01/14 15:29 11,1-Dichloroethene
ND 0.00200 mg/Kg 10/01/14 15:29 11,2-Dichloroethene, Total
ND 0.00200 mg/Kg 10/01/14 15:29 11,2-Dichloropropane
ND 0.00200 mg/Kg 10/01/14 15:29 11,3-Dichloropropane
ND 0.00200 mg/Kg 10/01/14 15:29 12,2-Dichloropropane
ND 0.00200 mg/Kg 10/01/14 15:29 11,1-Dichloropropene
ND 0.00200 mg/Kg 10/01/14 15:29 1Diisopropyl ether
ND 0.00200 mg/Kg 10/01/14 15:29 1Ethylbenzene
ND 0.00500 mg/Kg 10/01/14 15:29 1Hexachlorobutadiene
ND 0.0500 mg/Kg 10/01/14 15:29 12-Hexanone
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-194478/8
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194478
RL MDL
Isopropylbenzene ND 0.00200 mg/Kg 10/01/14 15:29 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.0100 mg/Kg 10/01/14 15:29 1Methylene Chloride
ND 0.0500 mg/Kg 10/01/14 15:29 14-Methyl-2-pentanone (MIBK)
ND 0.00200 mg/Kg 10/01/14 15:29 1Methyl tert-butyl ether
ND 0.00500 mg/Kg 10/01/14 15:29 1Naphthalene
ND 0.00200 mg/Kg 10/01/14 15:29 1n-Butylbenzene
ND 0.00200 mg/Kg 10/01/14 15:29 1N-Propylbenzene
ND 0.00200 mg/Kg 10/01/14 15:29 1p-Isopropyltoluene
ND 0.00200 mg/Kg 10/01/14 15:29 1sec-Butylbenzene
ND 0.00200 mg/Kg 10/01/14 15:29 1Styrene
ND 0.00200 mg/Kg 10/01/14 15:29 1tert-Butylbenzene
ND 0.00200 mg/Kg 10/01/14 15:29 11,1,1,2-Tetrachloroethane
ND 0.00200 mg/Kg 10/01/14 15:29 11,1,2,2-Tetrachloroethane
ND 0.00200 mg/Kg 10/01/14 15:29 1Tetrachloroethene
ND 0.00200 mg/Kg 10/01/14 15:29 1Toluene
ND 0.00200 mg/Kg 10/01/14 15:29 1trans-1,2-Dichloroethene
ND 0.00200 mg/Kg 10/01/14 15:29 1trans-1,3-Dichloropropene
ND 0.00200 mg/Kg 10/01/14 15:29 11,2,3-Trichlorobenzene
ND 0.00200 mg/Kg 10/01/14 15:29 11,2,4-Trichlorobenzene
ND 0.00200 mg/Kg 10/01/14 15:29 11,1,1-Trichloroethane
ND 0.00500 mg/Kg 10/01/14 15:29 11,1,2-Trichloroethane
ND 0.00200 mg/Kg 10/01/14 15:29 1Trichloroethene
ND 0.00200 mg/Kg 10/01/14 15:29 1Trichlorofluoromethane
ND 0.00200 mg/Kg 10/01/14 15:29 11,2,3-Trichloropropane
ND 0.00200 mg/Kg 10/01/14 15:29 11,2,4-Trimethylbenzene
ND 0.00200 mg/Kg 10/01/14 15:29 11,3,5-Trimethylbenzene
ND 0.00200 mg/Kg 10/01/14 15:29 1Vinyl chloride
ND 0.00300 mg/Kg 10/01/14 15:29 1Xylenes, Total
4-Bromofluorobenzene (Surr)90 70-130 10/01/14 15:29 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
99 10/01/14 15:29 1Dibromofluoromethane (Surr)70-130
96 10/01/14 15:29 11,2-Dichloroethane-d4 (Surr)70-130
101 10/01/14 15:29 1Toluene-d8 (Surr)70-130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194478/4
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194478
Acetone 0.250 0.1825 mg/Kg 73 51 -149
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Benzene 0.0500 0.04624 mg/Kg 92 75 -127
Bromobenzene 0.0500 0.04568 mg/Kg 91 75 -130
Bromochloromethane 0.0500 0.04802 mg/Kg 96 70 -132
Bromodichloromethane 0.0500 0.04948 mg/Kg 99 68 -135
Bromoform 0.0500 0.05779 E mg/Kg 116 36 -150
Bromomethane 0.0500 0.05712 mg/Kg 114 43 -142
2-Butanone (MEK)0.250 0.1971 mg/Kg 79 61 -132
TestAmerica Nashville
Page 34 of 74 10/6/2014
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194478/4
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194478
Carbon disulfide 0.0500 0.04714 mg/Kg 94 74 -135
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Carbon tetrachloride 0.0500 0.04935 mg/Kg 99 70 -141
Chlorobenzene 0.0500 0.04695 mg/Kg 94 84 -125
Chlorodibromomethane 0.0500 0.05429 mg/Kg 109 66 -134
Chloroethane 0.0500 0.04409 mg/Kg 88 53 -144
Chloroform 0.0500 0.04527 mg/Kg 91 76 -130
Chloromethane 0.0500 0.03986 mg/Kg 80 23 -150
2-Chlorotoluene 0.0500 0.04578 mg/Kg 92 78 -132
4-Chlorotoluene 0.0500 0.04511 mg/Kg 90 77 -138
cis-1,2-Dichloroethene 0.0500 0.04600 mg/Kg 92 75 -125
cis-1,3-Dichloropropene 0.0500 0.04867 mg/Kg 97 73 -148
1,2-Dibromo-3-Chloropropane 0.0500 0.04979 mg/Kg 100 49 -142
1,2-Dibromoethane (EDB)0.0500 0.04585 mg/Kg 92 80 -135
Dibromomethane 0.0500 0.04550 mg/Kg 91 71 -130
1,2-Dichlorobenzene 0.0500 0.04894 mg/Kg 98 80 -134
1,3-Dichlorobenzene 0.0500 0.04769 mg/Kg 95 79 -137
1,4-Dichlorobenzene 0.0500 0.04600 mg/Kg 92 77 -139
Dichlorodifluoromethane 0.0500 0.04460 mg/Kg 89 12 -144
1,1-Dichloroethane 0.0500 0.04939 mg/Kg 99 75 -124
1,2-Dichloroethane 0.0500 0.04567 mg/Kg 91 65 -134
1,1-Dichloroethene 0.0500 0.04886 mg/Kg 98 75 -131
1,2-Dichloroethene, Total 0.100 0.09390 mg/Kg 94 75 -128
1,2-Dichloropropane 0.0500 0.04588 mg/Kg 92 69 -120
1,3-Dichloropropane 0.0500 0.04509 mg/Kg 90 78 -126
2,2-Dichloropropane 0.0500 0.05034 mg/Kg 101 68 -145
1,1-Dichloropropene 0.0500 0.04644 mg/Kg 93 79 -127
Diisopropyl ether 0.0500 0.04593 mg/Kg 92 68 -124
Ethylbenzene 0.0500 0.04698 mg/Kg 94 80 -134
Hexachlorobutadiene 0.0500 0.04805 mg/Kg 96 65 -148
2-Hexanone 0.250 0.2055 mg/Kg 82 57 -148
Isopropylbenzene 0.0500 0.04740 mg/Kg 95 80 -150
Methylene Chloride 0.0500 0.04771 mg/Kg 95 68 -144
4-Methyl-2-pentanone (MIBK)0.250 0.2059 mg/Kg 82 59 -138
Methyl tert-butyl ether 0.0500 0.05811 mg/Kg 116 70 -136
Naphthalene 0.0500 0.05040 mg/Kg 101 69 -150
n-Butylbenzene 0.0500 0.04471 mg/Kg 89 72 -152
N-Propylbenzene 0.0500 0.04579 mg/Kg 92 75 -137
p-Isopropyltoluene 0.0500 0.04544 mg/Kg 91 77 -141
sec-Butylbenzene 0.0500 0.04489 mg/Kg 90 79 -141
Styrene 0.0500 0.04712 mg/Kg 94 82 -137
tert-Butylbenzene 0.0500 0.04585 mg/Kg 92 80 -132
1,1,1,2-Tetrachloroethane 0.0500 0.05021 mg/Kg 100 80 -136
1,1,2,2-Tetrachloroethane 0.0500 0.04323 mg/Kg 86 66 -134
Tetrachloroethene 0.0500 0.04857 mg/Kg 97 78 -140
Toluene 0.0500 0.04605 mg/Kg 92 80 -132
trans-1,2-Dichloroethene 0.0500 0.04790 mg/Kg 96 76 -128
trans-1,3-Dichloropropene 0.0500 0.05041 mg/Kg 101 62 -139
1,2,3-Trichlorobenzene 0.0500 0.05102 mg/Kg 102 70 -150
TestAmerica Nashville
Page 35 of 74 10/6/2014
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194478/4
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194478
1,2,4-Trichlorobenzene 0.0500 0.04932 mg/Kg 99 62 -150
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1,1,1-Trichloroethane 0.0500 0.04793 mg/Kg 96 72 -140
1,1,2-Trichloroethane 0.0500 0.04497 mg/Kg 90 78 -128
Trichloroethene 0.0500 0.04958 mg/Kg 99 77 -127
Trichlorofluoromethane 0.0500 0.04591 mg/Kg 92 50 -140
1,2,3-Trichloropropane 0.0500 0.04288 mg/Kg 86 65 -139
1,2,4-Trimethylbenzene 0.0500 0.04803 mg/Kg 96 77 -139
1,3,5-Trimethylbenzene 0.0500 0.04536 mg/Kg 91 78 -138
Vinyl chloride 0.0500 0.04420 mg/Kg 88 47 -136
Xylenes, Total 0.100 0.09417 mg/Kg 94 80 -137
4-Bromofluorobenzene (Surr)70 -130
Surrogate
99
LCS LCS
Qualifier Limits%Recovery
101Dibromofluoromethane (Surr)70 -130
941,2-Dichloroethane-d4 (Surr)70 -130
100Toluene-d8 (Surr)70 -130
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194478/5
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194478
Acetone 0.250 0.1820 mg/Kg 73 51 -149 0 50
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Benzene 0.0500 0.04610 mg/Kg 92 75 -127 0 50
Bromobenzene 0.0500 0.04647 mg/Kg 93 75 -130 2 50
Bromochloromethane 0.0500 0.04821 mg/Kg 96 70 -132 0 50
Bromodichloromethane 0.0500 0.04977 mg/Kg 100 68 -135 1 50
Bromoform 0.0500 0.05885 E mg/Kg 118 36 -150 2 50
Bromomethane 0.0500 0.05477 mg/Kg 110 43 -142 4 50
2-Butanone (MEK)0.250 0.2148 mg/Kg 86 61 -132 9 50
Carbon disulfide 0.0500 0.04619 mg/Kg 92 74 -135 2 50
Carbon tetrachloride 0.0500 0.04892 mg/Kg 98 70 -141 1 50
Chlorobenzene 0.0500 0.04748 mg/Kg 95 84 -125 1 50
Chlorodibromomethane 0.0500 0.05567 mg/Kg 111 66 -134 3 50
Chloroethane 0.0500 0.04269 mg/Kg 85 53 -144 3 50
Chloroform 0.0500 0.04514 mg/Kg 90 76 -130 0 49
Chloromethane 0.0500 0.03182 mg/Kg 64 23 -150 22 50
2-Chlorotoluene 0.0500 0.04556 mg/Kg 91 78 -132 0 50
4-Chlorotoluene 0.0500 0.04570 mg/Kg 91 77 -138 1 50
cis-1,2-Dichloroethene 0.0500 0.04557 mg/Kg 91 75 -125 1 50
cis-1,3-Dichloropropene 0.0500 0.05033 mg/Kg 101 73 -148 3 50
1,2-Dibromo-3-Chloropropane 0.0500 0.05082 mg/Kg 102 49 -142 2 50
1,2-Dibromoethane (EDB)0.0500 0.04721 mg/Kg 94 80 -135 3 50
Dibromomethane 0.0500 0.04661 mg/Kg 93 71 -130 2 50
1,2-Dichlorobenzene 0.0500 0.04839 mg/Kg 97 80 -134 1 50
1,3-Dichlorobenzene 0.0500 0.04705 mg/Kg 94 79 -137 1 50
1,4-Dichlorobenzene 0.0500 0.04505 mg/Kg 90 77 -139 2 50
Dichlorodifluoromethane 0.0500 0.04368 mg/Kg 87 12 -144 2 50
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194478/5
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194478
1,1-Dichloroethane 0.0500 0.04644 mg/Kg 93 75 -124 6 50
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
1,2-Dichloroethane 0.0500 0.04679 mg/Kg 94 65 -134 2 50
1,1-Dichloroethene 0.0500 0.04794 mg/Kg 96 75 -131 2 50
1,2-Dichloroethene, Total 0.100 0.09270 mg/Kg 93 75 -128 1 41
1,2-Dichloropropane 0.0500 0.04590 mg/Kg 92 69 -120 0 50
1,3-Dichloropropane 0.0500 0.04675 mg/Kg 94 78 -126 4 42
2,2-Dichloropropane 0.0500 0.04904 mg/Kg 98 68 -145 3 50
1,1-Dichloropropene 0.0500 0.04660 mg/Kg 93 79 -127 0 50
Diisopropyl ether 0.0500 0.04566 mg/Kg 91 68 -124 1 45
Ethylbenzene 0.0500 0.04719 mg/Kg 94 80 -134 0 50
Hexachlorobutadiene 0.0500 0.04755 mg/Kg 95 65 -148 1 50
2-Hexanone 0.250 0.2193 mg/Kg 88 57 -148 7 50
Isopropylbenzene 0.0500 0.04773 mg/Kg 95 80 -150 1 50
Methylene Chloride 0.0500 0.04842 mg/Kg 97 68 -144 1 50
4-Methyl-2-pentanone (MIBK)0.250 0.2229 mg/Kg 89 59 -138 8 50
Methyl tert-butyl ether 0.0500 0.05830 mg/Kg 117 70 -136 0 50
Naphthalene 0.0500 0.05210 mg/Kg 104 69 -150 3 50
n-Butylbenzene 0.0500 0.04404 mg/Kg 88 72 -152 2 50
N-Propylbenzene 0.0500 0.04615 mg/Kg 92 75 -137 1 50
p-Isopropyltoluene 0.0500 0.04542 mg/Kg 91 77 -141 0 50
sec-Butylbenzene 0.0500 0.04503 mg/Kg 90 79 -141 0 50
Styrene 0.0500 0.04784 mg/Kg 96 82 -137 2 50
tert-Butylbenzene 0.0500 0.04693 mg/Kg 94 80 -132 2 50
1,1,1,2-Tetrachloroethane 0.0500 0.05137 mg/Kg 103 80 -136 2 50
1,1,2,2-Tetrachloroethane 0.0500 0.04575 mg/Kg 91 66 -134 6 50
Tetrachloroethene 0.0500 0.05007 mg/Kg 100 78 -140 3 50
Toluene 0.0500 0.04850 mg/Kg 97 80 -132 5 50
trans-1,2-Dichloroethene 0.0500 0.04713 mg/Kg 94 76 -128 2 50
trans-1,3-Dichloropropene 0.0500 0.05080 mg/Kg 102 62 -139 1 50
1,2,3-Trichlorobenzene 0.0500 0.05145 mg/Kg 103 70 -150 1 50
1,2,4-Trichlorobenzene 0.0500 0.04898 mg/Kg 98 62 -150 1 50
1,1,1-Trichloroethane 0.0500 0.04847 mg/Kg 97 72 -140 1 50
1,1,2-Trichloroethane 0.0500 0.04616 mg/Kg 92 78 -128 3 50
Trichloroethene 0.0500 0.04939 mg/Kg 99 77 -127 0 50
Trichlorofluoromethane 0.0500 0.04491 mg/Kg 90 50 -140 2 50
1,2,3-Trichloropropane 0.0500 0.04565 mg/Kg 91 65 -139 6 50
1,2,4-Trimethylbenzene 0.0500 0.04810 mg/Kg 96 77 -139 0 50
1,3,5-Trimethylbenzene 0.0500 0.04561 mg/Kg 91 78 -138 1 50
Vinyl chloride 0.0500 0.04313 mg/Kg 86 47 -136 2 50
Xylenes, Total 0.100 0.09555 mg/Kg 96 80 -137 1 50
4-Bromofluorobenzene (Surr)70 -130
Surrogate
98
LCSD LCSD
Qualifier Limits%Recovery
99Dibromofluoromethane (Surr)70 -130
931,2-Dichloroethane-d4 (Surr)70 -130
102Toluene-d8 (Surr)70 -130
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-194702/8
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194702
RL MDL
Acetone ND 0.0500 mg/Kg 10/02/14 13:34 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.00200 mg/Kg 10/02/14 13:34 1Benzene
ND 0.00200 mg/Kg 10/02/14 13:34 1Bromobenzene
ND 0.00200 mg/Kg 10/02/14 13:34 1Bromochloromethane
ND 0.00200 mg/Kg 10/02/14 13:34 1Bromodichloromethane
ND 0.00200 mg/Kg 10/02/14 13:34 1Bromoform
ND 0.00200 mg/Kg 10/02/14 13:34 1Bromomethane
ND 0.0500 mg/Kg 10/02/14 13:34 12-Butanone (MEK)
ND 0.00500 mg/Kg 10/02/14 13:34 1Carbon disulfide
ND 0.00200 mg/Kg 10/02/14 13:34 1Carbon tetrachloride
ND 0.00200 mg/Kg 10/02/14 13:34 1Chlorobenzene
ND 0.00200 mg/Kg 10/02/14 13:34 1Chlorodibromomethane
ND 0.00500 mg/Kg 10/02/14 13:34 1Chloroethane
ND 0.00200 mg/Kg 10/02/14 13:34 1Chloroform
ND 0.00200 mg/Kg 10/02/14 13:34 1Chloromethane
ND 0.00200 mg/Kg 10/02/14 13:34 12-Chlorotoluene
ND 0.00200 mg/Kg 10/02/14 13:34 14-Chlorotoluene
ND 0.00200 mg/Kg 10/02/14 13:34 1cis-1,2-Dichloroethene
ND 0.00200 mg/Kg 10/02/14 13:34 1cis-1,3-Dichloropropene
ND 0.00500 mg/Kg 10/02/14 13:34 11,2-Dibromo-3-Chloropropane
ND 0.00200 mg/Kg 10/02/14 13:34 11,2-Dibromoethane (EDB)
ND 0.00200 mg/Kg 10/02/14 13:34 1Dibromomethane
ND 0.00200 mg/Kg 10/02/14 13:34 11,2-Dichlorobenzene
ND 0.00200 mg/Kg 10/02/14 13:34 11,3-Dichlorobenzene
ND 0.00200 mg/Kg 10/02/14 13:34 11,4-Dichlorobenzene
ND 0.00200 mg/Kg 10/02/14 13:34 1Dichlorodifluoromethane
ND 0.00200 mg/Kg 10/02/14 13:34 11,1-Dichloroethane
ND 0.00200 mg/Kg 10/02/14 13:34 11,2-Dichloroethane
ND 0.00200 mg/Kg 10/02/14 13:34 11,1-Dichloroethene
ND 0.00200 mg/Kg 10/02/14 13:34 11,2-Dichloroethene, Total
ND 0.00200 mg/Kg 10/02/14 13:34 11,2-Dichloropropane
ND 0.00200 mg/Kg 10/02/14 13:34 11,3-Dichloropropane
ND 0.00200 mg/Kg 10/02/14 13:34 12,2-Dichloropropane
ND 0.00200 mg/Kg 10/02/14 13:34 11,1-Dichloropropene
ND 0.00200 mg/Kg 10/02/14 13:34 1Diisopropyl ether
ND 0.00200 mg/Kg 10/02/14 13:34 1Ethylbenzene
ND 0.00500 mg/Kg 10/02/14 13:34 1Hexachlorobutadiene
ND 0.0500 mg/Kg 10/02/14 13:34 12-Hexanone
ND 0.00200 mg/Kg 10/02/14 13:34 1Isopropylbenzene
ND 0.0100 mg/Kg 10/02/14 13:34 1Methylene Chloride
ND 0.0500 mg/Kg 10/02/14 13:34 14-Methyl-2-pentanone (MIBK)
ND 0.00200 mg/Kg 10/02/14 13:34 1Methyl tert-butyl ether
ND 0.00500 mg/Kg 10/02/14 13:34 1Naphthalene
ND 0.00200 mg/Kg 10/02/14 13:34 1n-Butylbenzene
ND 0.00200 mg/Kg 10/02/14 13:34 1N-Propylbenzene
ND 0.00200 mg/Kg 10/02/14 13:34 1p-Isopropyltoluene
ND 0.00200 mg/Kg 10/02/14 13:34 1sec-Butylbenzene
ND 0.00200 mg/Kg 10/02/14 13:34 1Styrene
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-194702/8
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194702
RL MDL
tert-Butylbenzene ND 0.00200 mg/Kg 10/02/14 13:34 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.00200 mg/Kg 10/02/14 13:34 11,1,1,2-Tetrachloroethane
ND 0.00200 mg/Kg 10/02/14 13:34 11,1,2,2-Tetrachloroethane
ND 0.00200 mg/Kg 10/02/14 13:34 1Tetrachloroethene
ND 0.00200 mg/Kg 10/02/14 13:34 1Toluene
ND 0.00200 mg/Kg 10/02/14 13:34 1trans-1,2-Dichloroethene
ND 0.00200 mg/Kg 10/02/14 13:34 1trans-1,3-Dichloropropene
ND 0.00200 mg/Kg 10/02/14 13:34 11,2,3-Trichlorobenzene
ND 0.00200 mg/Kg 10/02/14 13:34 11,2,4-Trichlorobenzene
ND 0.00200 mg/Kg 10/02/14 13:34 11,1,1-Trichloroethane
ND 0.00500 mg/Kg 10/02/14 13:34 11,1,2-Trichloroethane
ND 0.00200 mg/Kg 10/02/14 13:34 1Trichloroethene
ND 0.00200 mg/Kg 10/02/14 13:34 1Trichlorofluoromethane
ND 0.00200 mg/Kg 10/02/14 13:34 11,2,3-Trichloropropane
ND 0.00200 mg/Kg 10/02/14 13:34 11,2,4-Trimethylbenzene
ND 0.00200 mg/Kg 10/02/14 13:34 11,3,5-Trimethylbenzene
ND 0.00200 mg/Kg 10/02/14 13:34 1Vinyl chloride
ND 0.00300 mg/Kg 10/02/14 13:34 1Xylenes, Total
4-Bromofluorobenzene (Surr)87 70-130 10/02/14 13:34 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
116 10/02/14 13:34 1Dibromofluoromethane (Surr)70-130
122 10/02/14 13:34 11,2-Dichloroethane-d4 (Surr)70-130
98 10/02/14 13:34 1Toluene-d8 (Surr)70-130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194702/18
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194702
Acetone 0.250 0.2154 mg/Kg 86 51 -149
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Benzene 0.0500 0.04958 mg/Kg 99 75 -127
Bromobenzene 0.0500 0.04843 mg/Kg 97 75 -130
Bromochloromethane 0.0500 0.05444 mg/Kg 109 70 -132
Bromodichloromethane 0.0500 0.05336 mg/Kg 107 68 -135
Bromoform 0.0500 0.06216 E mg/Kg 124 36 -150
Bromomethane 0.0500 0.07027 mg/Kg 141 43 -142
2-Butanone (MEK)0.250 0.2279 mg/Kg 91 61 -132
Carbon disulfide 0.0500 0.05005 mg/Kg 100 74 -135
Carbon tetrachloride 0.0500 0.05518 mg/Kg 110 70 -141
Chlorobenzene 0.0500 0.04854 mg/Kg 97 84 -125
Chlorodibromomethane 0.0500 0.05639 mg/Kg 113 66 -134
Chloroethane 0.0500 0.04888 mg/Kg 98 53 -144
Chloroform 0.0500 0.05002 mg/Kg 100 76 -130
Chloromethane 0.0500 0.08106 *mg/Kg 162 23 -150
2-Chlorotoluene 0.0500 0.04771 mg/Kg 95 78 -132
4-Chlorotoluene 0.0500 0.04799 mg/Kg 96 77 -138
cis-1,2-Dichloroethene 0.0500 0.05107 mg/Kg 102 75 -125
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194702/18
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194702
cis-1,3-Dichloropropene 0.0500 0.04843 mg/Kg 97 73 -148
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1,2-Dibromo-3-Chloropropane 0.0500 0.05240 mg/Kg 105 49 -142
1,2-Dibromoethane (EDB)0.0500 0.04842 mg/Kg 97 80 -135
Dibromomethane 0.0500 0.05051 mg/Kg 101 71 -130
1,2-Dichlorobenzene 0.0500 0.04952 mg/Kg 99 80 -134
1,3-Dichlorobenzene 0.0500 0.04972 mg/Kg 99 79 -137
1,4-Dichlorobenzene 0.0500 0.04738 mg/Kg 95 77 -139
Dichlorodifluoromethane 0.0500 0.05861 mg/Kg 117 12 -144
1,1-Dichloroethane 0.0500 0.05179 mg/Kg 104 75 -124
1,2-Dichloroethane 0.0500 0.05499 mg/Kg 110 65 -134
1,1-Dichloroethene 0.0500 0.05260 mg/Kg 105 75 -131
1,2-Dichloroethene, Total 0.100 0.1019 mg/Kg 102 75 -128
1,2-Dichloropropane 0.0500 0.04866 mg/Kg 97 69 -120
1,3-Dichloropropane 0.0500 0.04724 mg/Kg 94 78 -126
2,2-Dichloropropane 0.0500 0.05556 mg/Kg 111 68 -145
1,1-Dichloropropene 0.0500 0.05107 mg/Kg 102 79 -127
Diisopropyl ether 0.0500 0.04882 mg/Kg 98 68 -124
Ethylbenzene 0.0500 0.04773 mg/Kg 95 80 -134
Hexachlorobutadiene 0.0500 0.04884 mg/Kg 98 65 -148
2-Hexanone 0.250 0.2154 mg/Kg 86 57 -148
Isopropylbenzene 0.0500 0.04702 mg/Kg 94 80 -150
Methylene Chloride 0.0500 0.05356 mg/Kg 107 68 -144
4-Methyl-2-pentanone (MIBK)0.250 0.2227 mg/Kg 89 59 -138
Methyl tert-butyl ether 0.0500 0.06243 mg/Kg 125 70 -136
Naphthalene 0.0500 0.04735 mg/Kg 95 69 -150
n-Butylbenzene 0.0500 0.04593 mg/Kg 92 72 -152
N-Propylbenzene 0.0500 0.04698 mg/Kg 94 75 -137
p-Isopropyltoluene 0.0500 0.04558 mg/Kg 91 77 -141
sec-Butylbenzene 0.0500 0.04569 mg/Kg 91 79 -141
Styrene 0.0500 0.04808 mg/Kg 96 82 -137
tert-Butylbenzene 0.0500 0.04592 mg/Kg 92 80 -132
1,1,1,2-Tetrachloroethane 0.0500 0.05325 mg/Kg 106 80 -136
1,1,2,2-Tetrachloroethane 0.0500 0.04582 mg/Kg 92 66 -134
Tetrachloroethene 0.0500 0.05123 mg/Kg 102 78 -140
Toluene 0.0500 0.04815 mg/Kg 96 80 -132
trans-1,2-Dichloroethene 0.0500 0.05085 mg/Kg 102 76 -128
trans-1,3-Dichloropropene 0.0500 0.05171 mg/Kg 103 62 -139
1,2,3-Trichlorobenzene 0.0500 0.05046 mg/Kg 101 70 -150
1,2,4-Trichlorobenzene 0.0500 0.04878 mg/Kg 98 62 -150
1,1,1-Trichloroethane 0.0500 0.05404 mg/Kg 108 72 -140
1,1,2-Trichloroethane 0.0500 0.04765 mg/Kg 95 78 -128
Trichloroethene 0.0500 0.05197 mg/Kg 104 77 -127
Trichlorofluoromethane 0.0500 0.05329 mg/Kg 107 50 -140
1,2,3-Trichloropropane 0.0500 0.04794 mg/Kg 96 65 -139
1,2,4-Trimethylbenzene 0.0500 0.04679 mg/Kg 94 77 -139
1,3,5-Trimethylbenzene 0.0500 0.04710 mg/Kg 94 78 -138
Vinyl chloride 0.0500 0.05247 mg/Kg 105 47 -136
Xylenes, Total 0.100 0.09630 mg/Kg 96 80 -137
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194702/18
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194702
4-Bromofluorobenzene (Surr)70 -130
Surrogate
99
LCS LCS
Qualifier Limits%Recovery
104Dibromofluoromethane (Surr)70 -130
1081,2-Dichloroethane-d4 (Surr)70 -130
97Toluene-d8 (Surr)70 -130
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194702/19
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194702
Acetone 0.250 0.2119 mg/Kg 85 51 -149 2 50
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Benzene 0.0500 0.04869 mg/Kg 97 75 -127 2 50
Bromobenzene 0.0500 0.04422 mg/Kg 88 75 -130 9 50
Bromochloromethane 0.0500 0.05335 mg/Kg 107 70 -132 2 50
Bromodichloromethane 0.0500 0.05341 mg/Kg 107 68 -135 0 50
Bromoform 0.0500 0.06299 E mg/Kg 126 36 -150 1 50
Bromomethane 0.0500 0.07407 *mg/Kg 148 43 -142 5 50
2-Butanone (MEK)0.250 0.2134 mg/Kg 85 61 -132 7 50
Carbon disulfide 0.0500 0.05200 mg/Kg 104 74 -135 4 50
Carbon tetrachloride 0.0500 0.05553 mg/Kg 111 70 -141 1 50
Chlorobenzene 0.0500 0.04865 mg/Kg 97 84 -125 0 50
Chlorodibromomethane 0.0500 0.05803 mg/Kg 116 66 -134 3 50
Chloroethane 0.0500 0.05065 mg/Kg 101 53 -144 4 50
Chloroform 0.0500 0.04996 mg/Kg 100 76 -130 0 49
Chloromethane 0.0500 0.06899 mg/Kg 138 23 -150 16 50
2-Chlorotoluene 0.0500 0.04267 mg/Kg 85 78 -132 11 50
4-Chlorotoluene 0.0500 0.03994 mg/Kg 80 77 -138 18 50
cis-1,2-Dichloroethene 0.0500 0.04960 mg/Kg 99 75 -125 3 50
cis-1,3-Dichloropropene 0.0500 0.04887 mg/Kg 98 73 -148 1 50
1,2-Dibromo-3-Chloropropane 0.0500 0.04829 mg/Kg 97 49 -142 8 50
1,2-Dibromoethane (EDB)0.0500 0.04834 mg/Kg 97 80 -135 0 50
Dibromomethane 0.0500 0.05026 mg/Kg 101 71 -130 0 50
1,2-Dichlorobenzene 0.0500 0.04632 mg/Kg 93 80 -134 7 50
1,3-Dichlorobenzene 0.0500 0.04606 mg/Kg 92 79 -137 8 50
1,4-Dichlorobenzene 0.0500 0.04691 mg/Kg 94 77 -139 1 50
Dichlorodifluoromethane 0.0500 0.05973 mg/Kg 119 12 -144 2 50
1,1-Dichloroethane 0.0500 0.05071 mg/Kg 101 75 -124 2 50
1,2-Dichloroethane 0.0500 0.05302 mg/Kg 106 65 -134 4 50
1,1-Dichloroethene 0.0500 0.05521 mg/Kg 110 75 -131 5 50
1,2-Dichloroethene, Total 0.100 0.1024 mg/Kg 102 75 -128 0 41
1,2-Dichloropropane 0.0500 0.04728 mg/Kg 95 69 -120 3 50
1,3-Dichloropropane 0.0500 0.04771 mg/Kg 95 78 -126 1 42
2,2-Dichloropropane 0.0500 0.05520 mg/Kg 110 68 -145 1 50
1,1-Dichloropropene 0.0500 0.04950 mg/Kg 99 79 -127 3 50
Diisopropyl ether 0.0500 0.04689 mg/Kg 94 68 -124 4 45
Ethylbenzene 0.0500 0.04768 mg/Kg 95 80 -134 0 50
Hexachlorobutadiene 0.0500 0.04583 mg/Kg 92 65 -148 6 50
2-Hexanone 0.250 0.2080 mg/Kg 83 57 -148 3 50
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194702/19
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194702
Isopropylbenzene 0.0500 0.04667 mg/Kg 93 80 -150 1 50
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Methylene Chloride 0.0500 0.05103 mg/Kg 102 68 -144 5 50
4-Methyl-2-pentanone (MIBK)0.250 0.2142 mg/Kg 86 59 -138 4 50
Methyl tert-butyl ether 0.0500 0.06047 mg/Kg 121 70 -136 3 50
Naphthalene 0.0500 0.04305 mg/Kg 86 69 -150 10 50
n-Butylbenzene 0.0500 0.04087 mg/Kg 82 72 -152 12 50
N-Propylbenzene 0.0500 0.04285 mg/Kg 86 75 -137 9 50
p-Isopropyltoluene 0.0500 0.04214 mg/Kg 84 77 -141 8 50
sec-Butylbenzene 0.0500 0.04129 mg/Kg 83 79 -141 10 50
Styrene 0.0500 0.04796 mg/Kg 96 82 -137 0 50
tert-Butylbenzene 0.0500 0.04223 mg/Kg 84 80 -132 8 50
1,1,1,2-Tetrachloroethane 0.0500 0.05408 mg/Kg 108 80 -136 2 50
1,1,2,2-Tetrachloroethane 0.0500 0.04389 mg/Kg 88 66 -134 4 50
Tetrachloroethene 0.0500 0.05179 mg/Kg 104 78 -140 1 50
Toluene 0.0500 0.04841 mg/Kg 97 80 -132 1 50
trans-1,2-Dichloroethene 0.0500 0.05276 mg/Kg 106 76 -128 4 50
trans-1,3-Dichloropropene 0.0500 0.05120 mg/Kg 102 62 -139 1 50
1,2,3-Trichlorobenzene 0.0500 0.04716 mg/Kg 94 70 -150 7 50
1,2,4-Trichlorobenzene 0.0500 0.04475 mg/Kg 89 62 -150 9 50
1,1,1-Trichloroethane 0.0500 0.05348 mg/Kg 107 72 -140 1 50
1,1,2-Trichloroethane 0.0500 0.04784 mg/Kg 96 78 -128 0 50
Trichloroethene 0.0500 0.05147 mg/Kg 103 77 -127 1 50
Trichlorofluoromethane 0.0500 0.05491 mg/Kg 110 50 -140 3 50
1,2,3-Trichloropropane 0.0500 0.04385 mg/Kg 88 65 -139 9 50
1,2,4-Trimethylbenzene 0.0500 0.04360 mg/Kg 87 77 -139 7 50
1,3,5-Trimethylbenzene 0.0500 0.04301 mg/Kg 86 78 -138 9 50
Vinyl chloride 0.0500 0.05309 mg/Kg 106 47 -136 1 50
Xylenes, Total 0.100 0.09555 mg/Kg 96 80 -137 1 50
4-Bromofluorobenzene (Surr)70 -130
Surrogate
92
LCSD LCSD
Qualifier Limits%Recovery
104Dibromofluoromethane (Surr)70 -130
1061,2-Dichloroethane-d4 (Surr)70 -130
100Toluene-d8 (Surr)70 -130
Client Sample ID: Method BlankLab Sample ID: MB 490-194979/10
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979
RL MDL
Acetone ND 2.50 mg/Kg 10/03/14 16:30 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.100 mg/Kg 10/03/14 16:30 1Benzene
ND 0.100 mg/Kg 10/03/14 16:30 1Bromobenzene
ND 0.100 mg/Kg 10/03/14 16:30 1Bromochloromethane
ND 0.100 mg/Kg 10/03/14 16:30 1Bromodichloromethane
ND 0.100 mg/Kg 10/03/14 16:30 1Bromoform
ND 0.100 mg/Kg 10/03/14 16:30 1Bromomethane
ND 2.50 mg/Kg 10/03/14 16:30 12-Butanone (MEK)
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-194979/10
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979
RL MDL
Carbon disulfide ND 0.250 mg/Kg 10/03/14 16:30 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.100 mg/Kg 10/03/14 16:30 1Carbon tetrachloride
ND 0.100 mg/Kg 10/03/14 16:30 1Chlorobenzene
ND 0.100 mg/Kg 10/03/14 16:30 1Chlorodibromomethane
ND 0.250 mg/Kg 10/03/14 16:30 1Chloroethane
ND 0.100 mg/Kg 10/03/14 16:30 1Chloroform
ND 0.100 mg/Kg 10/03/14 16:30 1Chloromethane
ND 0.100 mg/Kg 10/03/14 16:30 12-Chlorotoluene
ND 0.100 mg/Kg 10/03/14 16:30 14-Chlorotoluene
ND 0.100 mg/Kg 10/03/14 16:30 1cis-1,2-Dichloroethene
ND 0.100 mg/Kg 10/03/14 16:30 1cis-1,3-Dichloropropene
ND 0.250 mg/Kg 10/03/14 16:30 11,2-Dibromo-3-Chloropropane
ND 0.100 mg/Kg 10/03/14 16:30 11,2-Dibromoethane (EDB)
ND 0.100 mg/Kg 10/03/14 16:30 1Dibromomethane
ND 0.100 mg/Kg 10/03/14 16:30 11,2-Dichlorobenzene
ND 0.100 mg/Kg 10/03/14 16:30 11,3-Dichlorobenzene
ND 0.100 mg/Kg 10/03/14 16:30 11,4-Dichlorobenzene
ND 0.100 mg/Kg 10/03/14 16:30 1Dichlorodifluoromethane
ND 0.100 mg/Kg 10/03/14 16:30 11,1-Dichloroethane
ND 0.100 mg/Kg 10/03/14 16:30 11,2-Dichloroethane
ND 0.100 mg/Kg 10/03/14 16:30 11,1-Dichloroethene
ND 0.100 mg/Kg 10/03/14 16:30 11,2-Dichloroethene, Total
ND 0.100 mg/Kg 10/03/14 16:30 11,2-Dichloropropane
ND 0.100 mg/Kg 10/03/14 16:30 11,3-Dichloropropane
ND 0.100 mg/Kg 10/03/14 16:30 12,2-Dichloropropane
ND 0.100 mg/Kg 10/03/14 16:30 11,1-Dichloropropene
ND 0.100 mg/Kg 10/03/14 16:30 1Diisopropyl ether
ND 0.100 mg/Kg 10/03/14 16:30 1Ethylbenzene
ND 0.250 mg/Kg 10/03/14 16:30 1Hexachlorobutadiene
ND 2.50 mg/Kg 10/03/14 16:30 12-Hexanone
ND 0.100 mg/Kg 10/03/14 16:30 1Isopropylbenzene
ND 0.500 mg/Kg 10/03/14 16:30 1Methylene Chloride
ND 2.50 mg/Kg 10/03/14 16:30 14-Methyl-2-pentanone (MIBK)
ND 0.100 mg/Kg 10/03/14 16:30 1Methyl tert-butyl ether
ND 0.250 mg/Kg 10/03/14 16:30 1Naphthalene
ND 0.100 mg/Kg 10/03/14 16:30 1n-Butylbenzene
ND 0.100 mg/Kg 10/03/14 16:30 1N-Propylbenzene
ND 0.100 mg/Kg 10/03/14 16:30 1p-Isopropyltoluene
ND 0.100 mg/Kg 10/03/14 16:30 1sec-Butylbenzene
ND 0.100 mg/Kg 10/03/14 16:30 1Styrene
ND 0.100 mg/Kg 10/03/14 16:30 1tert-Butylbenzene
ND 0.100 mg/Kg 10/03/14 16:30 11,1,1,2-Tetrachloroethane
ND 0.100 mg/Kg 10/03/14 16:30 11,1,2,2-Tetrachloroethane
ND 0.100 mg/Kg 10/03/14 16:30 1Tetrachloroethene
ND 0.100 mg/Kg 10/03/14 16:30 1Toluene
ND 0.100 mg/Kg 10/03/14 16:30 1trans-1,2-Dichloroethene
ND 0.100 mg/Kg 10/03/14 16:30 1trans-1,3-Dichloropropene
ND 0.100 mg/Kg 10/03/14 16:30 11,2,3-Trichlorobenzene
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-194979/10
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979
RL MDL
1,2,4-Trichlorobenzene ND 0.100 mg/Kg 10/03/14 16:30 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.100 mg/Kg 10/03/14 16:30 11,1,1-Trichloroethane
ND 0.250 mg/Kg 10/03/14 16:30 11,1,2-Trichloroethane
ND 0.100 mg/Kg 10/03/14 16:30 1Trichloroethene
ND 0.100 mg/Kg 10/03/14 16:30 1Trichlorofluoromethane
ND 0.100 mg/Kg 10/03/14 16:30 11,2,3-Trichloropropane
ND 0.100 mg/Kg 10/03/14 16:30 11,2,4-Trimethylbenzene
ND 0.100 mg/Kg 10/03/14 16:30 11,3,5-Trimethylbenzene
ND 0.100 mg/Kg 10/03/14 16:30 1Vinyl chloride
ND 0.150 mg/Kg 10/03/14 16:30 1Xylenes, Total
4-Bromofluorobenzene (Surr)104 70-130 10/03/14 16:30 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
94 10/03/14 16:30 1Dibromofluoromethane (Surr)70-130
84 10/03/14 16:30 11,2-Dichloroethane-d4 (Surr)70-130
98 10/03/14 16:30 1Toluene-d8 (Surr)70-130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194979/6
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979
Acetone 5.00 4.995 mg/Kg 100 51 -149
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Benzene 1.00 1.022 mg/Kg 102 75 -127
Bromobenzene 1.00 1.069 mg/Kg 107 75 -130
Bromochloromethane 1.00 1.009 mg/Kg 101 70 -132
Bromodichloromethane 1.00 1.092 mg/Kg 109 68 -135
Bromoform 1.00 0.9697 mg/Kg 97 36 -150
Bromomethane 1.00 0.7499 mg/Kg 75 43 -142
2-Butanone (MEK)5.00 4.348 mg/Kg 87 61 -132
Carbon disulfide 1.00 0.8988 mg/Kg 90 74 -135
Carbon tetrachloride 1.00 0.9287 mg/Kg 93 70 -141
Chlorobenzene 1.00 0.9950 mg/Kg 99 84 -125
Chlorodibromomethane 1.00 0.9468 mg/Kg 95 66 -134
Chloroethane 1.00 0.6621 mg/Kg 66 53 -144
Chloroform 1.00 0.9501 mg/Kg 95 76 -130
Chloromethane 1.00 1.324 mg/Kg 132 23 -150
2-Chlorotoluene 1.00 1.052 mg/Kg 105 78 -132
4-Chlorotoluene 1.00 1.086 mg/Kg 109 77 -138
cis-1,2-Dichloroethene 1.00 0.9758 mg/Kg 98 75 -125
cis-1,3-Dichloropropene 1.00 0.8752 mg/Kg 88 73 -148
1,2-Dibromo-3-Chloropropane 1.00 0.9479 mg/Kg 95 49 -142
1,2-Dibromoethane (EDB)1.00 1.036 mg/Kg 104 80 -135
Dibromomethane 1.00 1.044 mg/Kg 104 71 -130
1,2-Dichlorobenzene 1.00 1.032 mg/Kg 103 80 -134
1,3-Dichlorobenzene 1.00 0.9893 mg/Kg 99 79 -137
1,4-Dichlorobenzene 1.00 1.035 mg/Kg 103 77 -139
Dichlorodifluoromethane 1.00 1.178 mg/Kg 118 12 -144
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194979/6
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979
1,1-Dichloroethane 1.00 0.9824 mg/Kg 98 75 -124
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1,2-Dichloroethane 1.00 0.9215 mg/Kg 92 65 -134
1,1-Dichloroethene 1.00 1.046 mg/Kg 105 75 -131
1,2-Dichloroethene, Total 2.00 1.982 mg/Kg 99 75 -128
1,2-Dichloropropane 1.00 1.055 mg/Kg 106 69 -120
1,3-Dichloropropane 1.00 1.012 mg/Kg 101 78 -126
2,2-Dichloropropane 1.00 0.8769 mg/Kg 88 68 -145
1,1-Dichloropropene 1.00 1.012 mg/Kg 101 79 -127
Diisopropyl ether 1.00 0.9892 mg/Kg 99 68 -124
Ethylbenzene 1.00 0.9974 mg/Kg 100 80 -134
Hexachlorobutadiene 1.00 1.082 mg/Kg 108 65 -148
2-Hexanone 5.00 4.979 mg/Kg 100 57 -148
Isopropylbenzene 1.00 0.9518 mg/Kg 95 80 -150
Methylene Chloride 1.00 1.060 mg/Kg 106 68 -144
4-Methyl-2-pentanone (MIBK)5.00 4.727 mg/Kg 95 59 -138
Methyl tert-butyl ether 1.00 0.9171 mg/Kg 92 70 -136
Naphthalene 1.00 1.194 mg/Kg 119 69 -150
n-Butylbenzene 1.00 0.9882 mg/Kg 99 72 -152
N-Propylbenzene 1.00 1.043 mg/Kg 104 75 -137
p-Isopropyltoluene 1.00 0.9725 mg/Kg 97 77 -141
sec-Butylbenzene 1.00 0.9787 mg/Kg 98 79 -141
Styrene 1.00 0.9580 mg/Kg 96 82 -137
tert-Butylbenzene 1.00 1.021 mg/Kg 102 80 -132
1,1,1,2-Tetrachloroethane 1.00 0.9516 mg/Kg 95 80 -136
1,1,2,2-Tetrachloroethane 1.00 1.078 mg/Kg 108 66 -134
Tetrachloroethene 1.00 1.017 mg/Kg 102 78 -140
Toluene 1.00 0.9933 mg/Kg 99 80 -132
trans-1,2-Dichloroethene 1.00 1.006 mg/Kg 101 76 -128
trans-1,3-Dichloropropene 1.00 0.9018 mg/Kg 90 62 -139
1,2,3-Trichlorobenzene 1.00 1.212 mg/Kg 121 70 -150
1,2,4-Trichlorobenzene 1.00 1.109 mg/Kg 111 62 -150
1,1,1-Trichloroethane 1.00 0.9210 mg/Kg 92 72 -140
1,1,2-Trichloroethane 1.00 1.019 mg/Kg 102 78 -128
Trichloroethene 1.00 1.079 mg/Kg 108 77 -127
Trichlorofluoromethane 1.00 0.8004 mg/Kg 80 50 -140
1,2,3-Trichloropropane 1.00 1.029 mg/Kg 103 65 -139
1,2,4-Trimethylbenzene 1.00 1.013 mg/Kg 101 77 -139
1,3,5-Trimethylbenzene 1.00 1.019 mg/Kg 102 78 -138
Vinyl chloride 1.00 1.228 mg/Kg 123 47 -136
Xylenes, Total 2.00 1.921 mg/Kg 96 80 -137
4-Bromofluorobenzene (Surr)70 -130
Surrogate
106
LCS LCS
Qualifier Limits%Recovery
96Dibromofluoromethane (Surr)70 -130
851,2-Dichloroethane-d4 (Surr)70 -130
96Toluene-d8 (Surr)70 -130
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix SpikeLab Sample ID: 490-62699-A-1-A MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979 Prep Batch: 195039
Acetone ND 18.7 18.18 mg/Kg 97 19 -175☼
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Benzene ND 3.74 4.040 mg/Kg 106 31 -143☼
Bromobenzene ND 3.74 4.003 mg/Kg 107 12 -157☼
Bromochloromethane ND 3.74 4.009 mg/Kg 107 31 -141☼
Bromodichloromethane ND 3.74 4.262 mg/Kg 114 19 -148☼
Bromoform ND 3.74 4.048 E mg/Kg 108 10 -165☼
Bromomethane ND 3.74 1.914 mg/Kg 51 10 -164☼
2-Butanone (MEK)ND 18.7 17.42 mg/Kg 93 18 -153☼
Carbon disulfide ND 3.74 3.310 mg/Kg 88 32 -144☼
Carbon tetrachloride ND 3.74 3.784 mg/Kg 101 31 -149☼
Chlorobenzene ND 3.74 3.921 mg/Kg 105 25 -152☼
Chlorodibromomethane ND 3.74 3.717 mg/Kg 99 14 -146☼
Chloroethane ND 3.74 2.464 mg/Kg 66 10 -151☼
Chloroform ND 3.74 3.654 mg/Kg 98 34 -160☼
Chloromethane ND 3.74 4.882 mg/Kg 128 10 -156☼
2-Chlorotoluene ND 3.74 3.904 mg/Kg 104 20 -156☼
4-Chlorotoluene ND 3.74 4.099 mg/Kg 109 17 -159☼
cis-1,2-Dichloroethene ND 3.74 3.765 mg/Kg 101 36 -139☼
cis-1,3-Dichloropropene ND 3.74 3.684 mg/Kg 98 15 -166☼
1,2-Dibromo-3-Chloropropane ND 3.74 3.313 mg/Kg 88 10 -147☼
1,2-Dibromoethane (EDB)ND 3.74 4.006 mg/Kg 107 18 -156☼
Dibromomethane ND 3.74 3.981 mg/Kg 106 20 -146☼
1,2-Dichlorobenzene ND 3.74 4.035 mg/Kg 108 10 -160☼
1,3-Dichlorobenzene ND 3.74 3.828 mg/Kg 102 10 -162☼
1,4-Dichlorobenzene ND 3.74 3.832 mg/Kg 102 11 -159☼
Dichlorodifluoromethane ND 3.74 5.166 mg/Kg 138 10 -143☼
1,1-Dichloroethane ND 3.74 3.969 mg/Kg 106 42 -136☼
1,2-Dichloroethane ND 3.74 3.574 mg/Kg 95 28 -138☼
1,1-Dichloroethene ND 3.74 4.128 mg/Kg 110 41 -143☼
1,2-Dichloroethene, Total ND 7.49 7.745 mg/Kg 103 36 -140☼
1,2-Dichloropropane ND 3.74 4.201 mg/Kg 112 20 -146☼
1,3-Dichloropropane ND 3.74 3.986 mg/Kg 106 22 -148☼
2,2-Dichloropropane ND 3.74 3.467 mg/Kg 93 33 -148☼
1,1-Dichloropropene ND 3.74 4.183 mg/Kg 112 38 -145☼
Diisopropyl ether ND 3.74 3.993 mg/Kg 107 35 -135☼
Ethylbenzene ND 3.74 4.046 mg/Kg 108 23 -161☼
Hexachlorobutadiene ND 3.74 3.850 mg/Kg 103 10 -171☼
2-Hexanone ND 18.7 20.20 mg/Kg 108 10 -169☼
Isopropylbenzene ND 3.74 4.038 mg/Kg 108 23 -181☼
Methylene Chloride ND 3.74 4.085 mg/Kg 109 24 -182☼
4-Methyl-2-pentanone (MIBK)ND 18.7 18.14 mg/Kg 97 10 -168☼
Methyl tert-butyl ether ND 3.74 3.612 mg/Kg 96 28 -141☼
Naphthalene ND 3.74 3.798 mg/Kg 101 10 -176☼
n-Butylbenzene ND 3.74 4.043 mg/Kg 108 10 -175☼
N-Propylbenzene ND 3.74 4.105 mg/Kg 110 19 -162☼
p-Isopropyltoluene ND 3.74 4.002 mg/Kg 107 12 -168☼
sec-Butylbenzene ND 3.74 4.055 mg/Kg 108 12 -170☼
Styrene ND 3.74 3.985 mg/Kg 106 10 -165☼
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix SpikeLab Sample ID: 490-62699-A-1-A MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979 Prep Batch: 195039
tert-Butylbenzene ND 3.74 4.047 mg/Kg 108 20 -164☼
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
1,1,1,2-Tetrachloroethane ND 3.74 3.904 mg/Kg 104 19 -158☼
1,1,2,2-Tetrachloroethane ND 3.74 3.777 mg/Kg 101 10 -162☼
Tetrachloroethene ND 3.74 4.142 mg/Kg 111 33 -161☼
Toluene ND 3.74 3.674 mg/Kg 98 30 -155☼
trans-1,2-Dichloroethene ND 3.74 3.980 mg/Kg 106 39 -140☼
trans-1,3-Dichloropropene ND 3.74 3.613 mg/Kg 97 10 -157☼
1,2,3-Trichlorobenzene ND 3.74 3.745 mg/Kg 100 10 -157☼
1,2,4-Trichlorobenzene ND 3.74 3.934 mg/Kg 105 10 -167☼
1,1,1-Trichloroethane ND 3.74 3.723 mg/Kg 99 35 -149☼
1,1,2-Trichloroethane ND 3.74 3.965 mg/Kg 106 19 -157☼
Trichloroethene ND 3.74 4.266 mg/Kg 114 27 -153☼
Trichlorofluoromethane ND 3.74 2.282 mg/Kg 61 25 -140☼
1,2,3-Trichloropropane ND 3.74 3.576 mg/Kg 96 10 -157☼
1,2,4-Trimethylbenzene ND 3.74 3.946 mg/Kg 105 14 -165☼
1,3,5-Trimethylbenzene ND 3.74 3.990 mg/Kg 107 18 -164☼
Vinyl chloride ND 3.74 4.805 mg/Kg 128 20 -141☼
Xylenes, Total ND 7.49 7.888 mg/Kg 105 25 -162☼
4-Bromofluorobenzene (Surr)70 -130
Surrogate
102
MS MS
Qualifier Limits%Recovery
93Dibromofluoromethane (Surr)70 -130
851,2-Dichloroethane-d4 (Surr)70 -130
90Toluene-d8 (Surr)70 -130
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62699-A-1-A MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979 Prep Batch: 195039
Acetone ND 18.7 19.76 mg/Kg 106 19 -175 8 50
☼
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Benzene ND 3.74 3.928 mg/Kg 103 31 -143 3 50
☼
Bromobenzene ND 3.74 4.001 mg/Kg 107 12 -157 0 50
☼
Bromochloromethane ND 3.74 3.810 mg/Kg 102 31 -141 5 50☼
Bromodichloromethane ND 3.74 4.232 mg/Kg 113 19 -148 1 50
☼
Bromoform ND 3.74 4.038 E mg/Kg 108 10 -165 0 50
☼
Bromomethane ND 3.74 2.615 mg/Kg 70 10 -164 31 50
☼
2-Butanone (MEK)ND 18.7 17.28 mg/Kg 92 18 -153 1 50
☼
Carbon disulfide ND 3.74 3.258 mg/Kg 87 32 -144 2 50
☼
Carbon tetrachloride ND 3.74 3.687 mg/Kg 98 31 -149 3 50
☼
Chlorobenzene ND 3.74 3.885 mg/Kg 104 25 -152 1 50
☼
Chlorodibromomethane ND 3.74 3.652 mg/Kg 98 14 -146 2 50
☼
Chloroethane ND 3.74 2.446 mg/Kg 65 10 -151 1 50☼
Chloroform ND 3.74 3.530 mg/Kg 94 34 -160 3 49
☼
Chloromethane ND 3.74 4.925 mg/Kg 129 10 -156 1 50
☼
2-Chlorotoluene ND 3.74 3.982 mg/Kg 106 20 -156 2 50
☼
4-Chlorotoluene ND 3.74 4.103 mg/Kg 110 17 -159 0 50
☼
cis-1,2-Dichloroethene ND 3.74 3.658 mg/Kg 98 36 -139 3 50
☼
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62699-A-1-A MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979 Prep Batch: 195039
cis-1,3-Dichloropropene ND 3.74 3.599 mg/Kg 96 15 -166 2 50
☼
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
1,2-Dibromo-3-Chloropropane ND 3.74 3.543 mg/Kg 95 10 -147 7 50☼
1,2-Dibromoethane (EDB)ND 3.74 3.943 mg/Kg 105 18 -156 2 50
☼
Dibromomethane ND 3.74 3.866 mg/Kg 103 20 -146 3 50
☼
1,2-Dichlorobenzene ND 3.74 4.021 mg/Kg 107 10 -160 0 50
☼
1,3-Dichlorobenzene ND 3.74 3.921 mg/Kg 105 10 -162 2 50
☼
1,4-Dichlorobenzene ND 3.74 3.859 mg/Kg 103 11 -159 1 50☼
Dichlorodifluoromethane ND 3.74 5.305 mg/Kg 142 10 -143 3 50
☼
1,1-Dichloroethane ND 3.74 3.828 mg/Kg 102 42 -136 4 50
☼
1,2-Dichloroethane ND 3.74 3.411 mg/Kg 91 28 -138 5 50
☼
1,1-Dichloroethene ND 3.74 4.086 mg/Kg 109 41 -143 1 50☼
1,2-Dichloroethene, Total ND 7.49 7.510 mg/Kg 100 36 -140 3 41
☼
1,2-Dichloropropane ND 3.74 4.037 mg/Kg 108 20 -146 4 50
☼
1,3-Dichloropropane ND 3.74 3.956 mg/Kg 106 22 -148 1 42
☼
2,2-Dichloropropane ND 3.74 3.441 mg/Kg 92 33 -148 1 50
☼
1,1-Dichloropropene ND 3.74 4.023 mg/Kg 107 38 -145 4 50☼
Diisopropyl ether ND 3.74 3.775 mg/Kg 101 35 -135 6 45
☼
Ethylbenzene ND 3.74 3.984 mg/Kg 106 23 -161 2 50
☼
Hexachlorobutadiene ND 3.74 4.480 mg/Kg 120 10 -171 15 50
☼
2-Hexanone ND 18.7 20.02 mg/Kg 107 10 -169 1 50☼
Isopropylbenzene ND 3.74 3.999 mg/Kg 107 23 -181 1 50
☼
Methylene Chloride ND 3.74 3.863 mg/Kg 103 24 -182 6 50
☼
4-Methyl-2-pentanone (MIBK)ND 18.7 18.02 mg/Kg 96 10 -168 1 50
☼
Methyl tert-butyl ether ND 3.74 3.484 mg/Kg 93 28 -141 4 50
☼
Naphthalene ND 3.74 4.523 mg/Kg 121 10 -176 17 50☼
n-Butylbenzene ND 3.74 4.292 mg/Kg 115 10 -175 6 50
☼
N-Propylbenzene ND 3.74 4.074 mg/Kg 109 19 -162 1 50
☼
p-Isopropyltoluene ND 3.74 4.151 mg/Kg 111 12 -168 4 50
☼
sec-Butylbenzene ND 3.74 4.142 mg/Kg 111 12 -170 2 50☼
Styrene ND 3.74 3.908 mg/Kg 104 10 -165 2 50
☼
tert-Butylbenzene ND 3.74 4.019 mg/Kg 107 20 -164 1 50
☼
1,1,1,2-Tetrachloroethane ND 3.74 3.760 mg/Kg 100 19 -158 4 50
☼
1,1,2,2-Tetrachloroethane ND 3.74 3.842 mg/Kg 103 10 -162 2 50
☼
Tetrachloroethene ND 3.74 3.987 mg/Kg 106 33 -161 4 50☼
Toluene ND 3.74 3.624 mg/Kg 97 30 -155 1 50
☼
trans-1,2-Dichloroethene ND 3.74 3.852 mg/Kg 103 39 -140 3 50
☼
trans-1,3-Dichloropropene ND 3.74 3.549 mg/Kg 95 10 -157 2 50
☼
1,2,3-Trichlorobenzene ND 3.74 4.496 mg/Kg 120 10 -157 18 50☼
1,2,4-Trichlorobenzene ND 3.74 4.488 mg/Kg 120 10 -167 13 50
☼
1,1,1-Trichloroethane ND 3.74 3.585 mg/Kg 96 35 -149 4 50
☼
1,1,2-Trichloroethane ND 3.74 3.929 mg/Kg 105 19 -157 1 50
☼
Trichloroethene ND 3.74 4.147 mg/Kg 111 27 -153 3 50
☼
Trichlorofluoromethane ND 3.74 2.288 mg/Kg 61 25 -140 0 50☼
1,2,3-Trichloropropane ND 3.74 3.645 mg/Kg 97 10 -157 2 50
☼
1,2,4-Trimethylbenzene ND 3.74 3.929 mg/Kg 105 14 -165 0 50
☼
1,3,5-Trimethylbenzene ND 3.74 4.073 mg/Kg 109 18 -164 2 50
☼
Vinyl chloride ND 3.74 4.883 mg/Kg 130 20 -141 2 50☼
Xylenes, Total ND 7.49 7.878 mg/Kg 105 25 -162 0 50
☼
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62699-A-1-A MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194979 Prep Batch: 195039
4-Bromofluorobenzene (Surr)70 -130
Surrogate
102
MSD MSD
Qualifier Limits%Recovery
95Dibromofluoromethane (Surr)70 -130
831,2-Dichloroethane-d4 (Surr)70 -130
90Toluene-d8 (Surr)70 -130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 490-194221/1-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194440 Prep Batch: 194221
RL MDL
Acenaphthene ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Acenaphthylene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Anthracene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Benzo[a]anthracene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Benzo[a]pyrene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Benzo[b]fluoranthene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Benzo[g,h,i]perylene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Benzo[k]fluoranthene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Chrysene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Dibenz(a,h)anthracene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Fluoranthene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Fluorene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Indeno[1,2,3-cd]pyrene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Naphthalene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Phenanthrene
ND 0.0670 mg/Kg 09/30/14 13:47 10/01/14 17:04 1Pyrene
2-Fluorobiphenyl (Surr)49 29-120 10/01/14 17:04 1
MB MB
Surrogate
09/30/14 13:47
Dil FacPrepared AnalyzedQualifier Limits%Recovery
50 09/30/14 13:47 10/01/14 17:04 1Nitrobenzene-d5 (Surr)27-120
55 09/30/14 13:47 10/01/14 17:04 1Terphenyl-d14 (Surr)13-120
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194221/2-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194440 Prep Batch: 194221
Acenaphthene 1.67 1.408 mg/Kg 84 36 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Acenaphthylene 1.67 1.434 mg/Kg 86 38 -120
Anthracene 1.67 1.427 mg/Kg 86 46 -124
Benzo[a]anthracene 1.67 1.466 mg/Kg 88 45 -120
Benzo[a]pyrene 1.67 1.465 mg/Kg 88 45 -120
Benzo[b]fluoranthene 1.67 1.495 mg/Kg 90 42 -120
Benzo[g,h,i]perylene 1.67 1.402 mg/Kg 84 38 -120
Benzo[k]fluoranthene 1.67 1.367 mg/Kg 82 42 -120
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194221/2-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194440 Prep Batch: 194221
Chrysene 1.67 1.396 mg/Kg 84 43 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Dibenz(a,h)anthracene 1.67 1.442 mg/Kg 87 32 -128
Fluoranthene 1.67 1.456 mg/Kg 87 46 -120
Fluorene 1.67 1.493 mg/Kg 90 42 -120
Indeno[1,2,3-cd]pyrene 1.67 1.426 mg/Kg 86 41 -121
Naphthalene 1.67 1.352 mg/Kg 81 32 -120
Phenanthrene 1.67 1.400 mg/Kg 84 45 -120
Pyrene 1.67 1.390 mg/Kg 83 43 -120
2-Fluorobiphenyl (Surr)29 -120
Surrogate
73
LCS LCS
Qualifier Limits%Recovery
74Nitrobenzene-d5 (Surr)27 -120
81Terphenyl-d14 (Surr)13 -120
Client Sample ID: Method BlankLab Sample ID: MB 490-194350/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194448 Prep Batch: 194350
RL MDL
Acenaphthene ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Acenaphthylene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Anthracene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Benzo[a]anthracene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Benzo[a]pyrene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Benzo[b]fluoranthene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Benzo[g,h,i]perylene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Benzo[k]fluoranthene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Chrysene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Dibenz(a,h)anthracene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Fluoranthene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Fluorene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Indeno[1,2,3-cd]pyrene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Naphthalene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Phenanthrene
ND 2.00 ug/L 10/01/14 06:43 10/01/14 15:24 1Pyrene
2-Fluorobiphenyl (Surr)71 29-120 10/01/14 15:24 1
MB MB
Surrogate
10/01/14 06:43
Dil FacPrepared AnalyzedQualifier Limits%Recovery
72 10/01/14 06:43 10/01/14 15:24 1Nitrobenzene-d5 (Surr)27-120
91 10/01/14 06:43 10/01/14 15:24 1Terphenyl-d14 (Surr)13-120
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194350/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194448 Prep Batch: 194350
Acenaphthene 40.0 27.27 ug/L 68 46 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Acenaphthylene 40.0 27.19 ug/L 68 48 -120
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194350/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194448 Prep Batch: 194350
Anthracene 40.0 31.48 ug/L 79 58 -130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Benzo[a]anthracene 40.0 32.08 ug/L 80 57 -120
Benzo[a]pyrene 40.0 32.30 ug/L 81 57 -124
Benzo[b]fluoranthene 40.0 34.53 ug/L 86 51 -125
Benzo[g,h,i]perylene 40.0 33.36 ug/L 83 51 -123
Benzo[k]fluoranthene 40.0 28.92 ug/L 72 51 -120
Chrysene 40.0 30.63 ug/L 77 55 -120
Dibenz(a,h)anthracene 40.0 33.44 ug/L 84 50 -125
Fluoranthene 40.0 32.85 ug/L 82 56 -120
Fluorene 40.0 30.85 ug/L 77 52 -120
Indeno[1,2,3-cd]pyrene 40.0 32.76 ug/L 82 54 -125
Naphthalene 40.0 19.15 ug/L 48 37 -120
Phenanthrene 40.0 30.37 ug/L 76 56 -120
Pyrene 40.0 30.33 ug/L 76 53 -129
2-Fluorobiphenyl (Surr)29 -120
Surrogate
57
LCS LCS
Qualifier Limits%Recovery
46Nitrobenzene-d5 (Surr)27 -120
73Terphenyl-d14 (Surr)13 -120
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Gasoline Range Organics)
Client Sample ID: Matrix SpikeLab Sample ID: 490-62402-B-1-B MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194274 Prep Batch: 193684
GRO (C6-C10)ND 747 651.9 mg/Kg 87 56 -130☼
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
a,a,a-Trifluorotoluene 50 -150
Surrogate
115
MS MS
Qualifier Limits%Recovery
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62402-B-1-C MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194274 Prep Batch: 193684
GRO (C6-C10)ND 747 793.4 mg/Kg 106 56 -130 20 21
☼
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
a,a,a-Trifluorotoluene 50 -150
Surrogate
129
MSD MSD
Qualifier Limits%Recovery
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Gasoline Range Organics)
(Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-194274/6
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194274
RL MDL
GRO (C6-C10)ND 5.00 mg/Kg 09/30/14 15:12 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
a,a,a-Trifluorotoluene 109 50-150 09/30/14 15:12 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194274/36
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194274
GRO (C6-C10)10.0 10.51 mg/Kg 105 70 -130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
a,a,a-Trifluorotoluene 50 -150
Surrogate
116
LCS LCS
Qualifier Limits%Recovery
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Diesel Range Organics)
Client Sample ID: Method BlankLab Sample ID: MB 490-194115/1-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194607 Prep Batch: 194115
RL MDL
Diesel Range Organics [C10-C28]ND 5.00 mg/Kg 09/30/14 10:14 10/01/14 17:13 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
o-Terphenyl (Surr)73 50-150 10/01/14 17:13 1
MB MB
Surrogate
09/30/14 10:14
Dil FacPrepared AnalyzedQualifier Limits%Recovery
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194115/2-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194607 Prep Batch: 194115
Diesel Range Organics
[C10-C28]
40.0 27.64 mg/Kg 69 54 -130
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
o-Terphenyl (Surr)50 -150
Surrogate
67
LCS LCS
Qualifier Limits%Recovery
Client Sample ID: Matrix SpikeLab Sample ID: 490-62388-A-1-B MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194607 Prep Batch: 194115
Diesel Range Organics
[C10-C28]
ND 49.3 32.61 mg/Kg 66 10 -142☼
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
TestAmerica Nashville
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 8015C - Nonhalogenated Organics using GC/FID -Modified (Diesel Range Organics)
(Continued)
Client Sample ID: Matrix SpikeLab Sample ID: 490-62388-A-1-B MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194607 Prep Batch: 194115
o-Terphenyl (Surr)50 -150
Surrogate
65
MS MS
Qualifier Limits%Recovery
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62388-A-1-C MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194607 Prep Batch: 194115
Diesel Range Organics
[C10-C28]
ND 48.4 39.96 mg/Kg 82 10 -142 20 47
☼
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
o-Terphenyl (Surr)50 -150
Surrogate
82
MSD MSD
Qualifier Limits%Recovery
Method: 6010C - Metals (ICP)
Client Sample ID: Method BlankLab Sample ID: MB 490-193952/1-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194369 Prep Batch: 193952
RL MDL
Antimony ND 9.58 mg/Kg 09/29/14 13:45 09/30/14 15:26 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.92 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Arsenic
ND 0.958 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Beryllium
ND 0.958 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Cadmium
ND 0.958 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Chromium
ND 1.92 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Copper
ND 0.958 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Lead
ND 2.87 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Manganese
ND 1.92 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Nickel
ND 1.92 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Selenium
ND 0.958 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Silver
ND 1.92 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Thallium
ND 9.58 mg/Kg 09/29/14 13:45 09/30/14 15:26 1Zinc
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-193952/2-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194369 Prep Batch: 193952
Antimony 39.8 38.88 mg/Kg 98 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Arsenic 19.9 17.21 mg/Kg 86 80 -120
Beryllium 19.9 18.80 mg/Kg 94 80 -120
Cadmium 19.9 18.57 mg/Kg 93 80 -120
Chromium 79.7 74.72 mg/Kg 94 80 -120
Copper 99.6 93.03 mg/Kg 93 80 -120
Lead 19.9 18.67 mg/Kg 94 80 -120
Manganese 199 192.7 mg/Kg 97 80 -120
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 6010C - Metals (ICP) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-193952/2-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194369 Prep Batch: 193952
Nickel 199 184.4 mg/Kg 93 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Selenium 19.9 17.55 mg/Kg 88 80 -120
Silver 19.9 20.78 mg/Kg 104 80 -120
Thallium 19.9 19.82 mg/Kg 99 80 -120
Zinc 199 180.8 mg/Kg 91 80 -120
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-193952/3-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194369 Prep Batch: 193952
Antimony 39.8 39.24 mg/Kg 99 80 -120 1 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Arsenic 19.9 17.61 mg/Kg 88 80 -120 2 20
Beryllium 19.9 19.10 mg/Kg 96 80 -120 2 20
Cadmium 19.9 18.78 mg/Kg 94 80 -120 1 20
Chromium 79.7 75.70 mg/Kg 95 80 -120 1 20
Copper 99.6 93.96 mg/Kg 94 80 -120 1 20
Lead 19.9 18.75 mg/Kg 94 80 -120 0 20
Manganese 199 194.2 mg/Kg 97 80 -120 1 20
Nickel 199 186.3 mg/Kg 94 80 -120 1 20
Selenium 19.9 17.87 mg/Kg 90 80 -120 2 20
Silver 19.9 21.10 mg/Kg 106 80 -120 2 20
Thallium 19.9 20.04 mg/Kg 101 80 -120 1 20
Zinc 199 183.0 mg/Kg 92 80 -120 1 20
Client Sample ID: Matrix SpikeLab Sample ID: 460-83377-C-1-B MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194369 Prep Batch: 193952
Antimony ND 41.3 41.55 mg/Kg 100 75 -125☼
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Arsenic ND 20.7 19.85 mg/Kg 96 75 -125☼
Beryllium ND 20.7 20.24 mg/Kg 98 75 -125☼
Cadmium ND 20.7 19.72 mg/Kg 92 75 -125☼
Chromium 34.6 82.7 112.0 mg/Kg 94 75 -125☼
Copper 534 103 649.2 4 mg/Kg 111 75 -125☼
Lead 23.4 20.7 43.46 mg/Kg 97 75 -125☼
Manganese 1780 207 1978 4 mg/Kg 96 75 -125☼
Nickel 8.78 207 201.3 mg/Kg 93 75 -125☼
Selenium 4.57 20.7 23.82 mg/Kg 93 75 -125☼
Silver 3.25 20.7 23.44 mg/Kg 98 75 -125☼
Thallium ND 20.7 19.81 mg/Kg 96 75 -125☼
Zinc 511 207 697.1 mg/Kg 90 75 -125☼
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 6010C - Metals (ICP) (Continued)
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 460-83377-C-1-C MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194369 Prep Batch: 193952
Antimony ND 42.1 40.14 mg/Kg 95 75 -125 3 20
☼
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Arsenic ND 21.0 18.74 mg/Kg 89 75 -125 6 20
☼
Beryllium ND 21.0 20.30 mg/Kg 96 75 -125 0 20☼
Cadmium ND 21.0 19.73 mg/Kg 91 75 -125 0 20
☼
Chromium 34.6 84.2 112.6 mg/Kg 93 75 -125 1 20
☼
Copper 534 105 638.3 4 mg/Kg 99 75 -125 2 20
☼
Lead 23.4 21.0 43.13 mg/Kg 94 75 -125 1 20
☼
Manganese 1780 210 1945 4 mg/Kg 79 75 -125 2 20☼
Nickel 8.78 210 201.1 mg/Kg 91 75 -125 0 20
☼
Selenium 4.57 21.0 23.60 mg/Kg 90 75 -125 1 20
☼
Silver 3.25 21.0 23.94 mg/Kg 98 75 -125 2 20
☼
Thallium ND 21.0 18.43 mg/Kg 88 75 -125 7 20☼
Zinc 511 210 686.9 mg/Kg 84 75 -125 1 20
☼
Client Sample ID: Method BlankLab Sample ID: MB 490-194105/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195008 Prep Batch: 194105
RL MDL
Antimony ND 0.0100 mg/L 09/30/14 10:07 10/02/14 16:31 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.0100 mg/L 09/30/14 10:07 10/02/14 16:31 1Arsenic
ND 0.00400 mg/L 09/30/14 10:07 10/02/14 16:31 1Beryllium
ND 0.00100 mg/L 09/30/14 10:07 10/02/14 16:31 1Cadmium
ND 0.00500 mg/L 09/30/14 10:07 10/02/14 16:31 1Chromium
ND 0.0100 mg/L 09/30/14 10:07 10/02/14 16:31 1Copper
ND 0.0150 mg/L 09/30/14 10:07 10/02/14 16:31 1Manganese
ND 0.0100 mg/L 09/30/14 10:07 10/02/14 16:31 1Nickel
ND 0.0100 mg/L 09/30/14 10:07 10/02/14 16:31 1Selenium
ND 0.00500 mg/L 09/30/14 10:07 10/02/14 16:31 1Silver
ND 0.0100 mg/L 09/30/14 10:07 10/02/14 16:31 1Thallium
ND 0.0500 mg/L 09/30/14 10:07 10/02/14 16:31 1Zinc
Client Sample ID: Method BlankLab Sample ID: MB 490-194105/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195573 Prep Batch: 194105
RL MDL
Antimony ND 0.0100 mg/L 09/30/14 10:07 10/03/14 16:02 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194105/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195008 Prep Batch: 194105
Antimony 0.100 0.1117 mg/L 112 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Arsenic 0.0500 0.04940 mg/L 99 80 -120
Beryllium 0.0500 0.05210 mg/L 104 80 -120
Cadmium 0.0500 0.05080 mg/L 102 80 -120
Chromium 0.200 0.2051 mg/L 103 80 -120
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 6010C - Metals (ICP) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194105/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195008 Prep Batch: 194105
Copper 0.250 0.2524 mg/L 101 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Manganese 0.500 0.5263 mg/L 105 80 -120
Nickel 0.500 0.5177 mg/L 104 80 -120
Selenium 0.0500 0.05220 mg/L 104 80 -120
Silver 0.0500 0.05050 mg/L 101 80 -120
Thallium 0.0500 0.04980 mg/L 100 80 -120
Zinc 0.500 0.4993 mg/L 100 80 -120
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194105/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195573 Prep Batch: 194105
Lead 0.0500 0.05260 mg/L 105 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194105/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195008 Prep Batch: 194105
Antimony 0.100 0.1103 mg/L 110 80 -120 1 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Arsenic 0.0500 0.04680 mg/L 94 80 -120 5 20
Beryllium 0.0500 0.05170 mg/L 103 80 -120 1 20
Cadmium 0.0500 0.04970 mg/L 99 80 -120 2 20
Chromium 0.200 0.1999 mg/L 100 80 -120 3 20
Copper 0.250 0.2532 mg/L 101 80 -120 0 20
Manganese 0.500 0.5171 mg/L 103 80 -120 2 20
Nickel 0.500 0.5100 mg/L 102 80 -120 1 20
Selenium 0.0500 0.04960 mg/L 99 80 -120 5 20
Silver 0.0500 0.04920 mg/L 98 80 -120 3 20
Thallium 0.0500 0.04930 mg/L 99 80 -120 1 20
Zinc 0.500 0.4917 mg/L 98 80 -120 2 20
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194105/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195573 Prep Batch: 194105
Lead 0.0500 0.05060 mg/L 101 80 -120 4 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Client Sample ID: Matrix SpikeLab Sample ID: 490-62417-G-1-B MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195008 Prep Batch: 194105
Antimony ND 0.100 0.1070 mg/L 107 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Arsenic 0.0737 0.0500 0.1239 mg/L 100 75 -125
Beryllium ND 0.0500 0.05090 mg/L 102 75 -125
Cadmium ND 0.0500 0.05020 mg/L 100 75 -125
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 6010C - Metals (ICP) (Continued)
Client Sample ID: Matrix SpikeLab Sample ID: 490-62417-G-1-B MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195008 Prep Batch: 194105
Chromium ND 0.200 0.1975 mg/L 99 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Copper ND 0.250 0.2496 mg/L 100 75 -125
Manganese 1.62 ^0.500 2.128 mg/L 101 75 -125
Nickel ND 0.500 0.4996 mg/L 100 75 -125
Selenium ND 0.0500 0.05170 mg/L 103 75 -125
Silver ND 0.0500 0.05190 mg/L 104 75 -125
Thallium ND 0.0500 0.05240 mg/L 105 75 -125
Zinc 0.166 0.500 0.6583 mg/L 99 75 -125
Client Sample ID: Matrix SpikeLab Sample ID: 490-62417-G-1-B MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195573 Prep Batch: 194105
Lead 0.00670 0.0500 0.06210 mg/L 111 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62417-G-1-C MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195008 Prep Batch: 194105
Antimony ND 0.100 0.1075 mg/L 108 75 -125 0 20
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Arsenic 0.0737 0.0500 0.1236 mg/L 100 75 -125 0 20
Beryllium ND 0.0500 0.05050 mg/L 101 75 -125 1 20
Cadmium ND 0.0500 0.04880 mg/L 98 75 -125 3 20
Chromium ND 0.200 0.1909 mg/L 95 75 -125 3 20
Copper ND 0.250 0.2438 mg/L 98 75 -125 2 20
Manganese 1.62 ^0.500 2.055 mg/L 87 75 -125 3 20
Nickel ND 0.500 0.4846 mg/L 97 75 -125 3 20
Selenium ND 0.0500 0.05270 mg/L 105 75 -125 2 20
Silver ND 0.0500 0.05040 mg/L 101 75 -125 3 20
Thallium ND 0.0500 0.05170 mg/L 103 75 -125 1 20
Zinc 0.166 0.500 0.6406 mg/L 95 75 -125 3 20
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62417-G-1-C MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 195573 Prep Batch: 194105
Lead 0.00670 0.0500 0.05900 mg/L 105 75 -125 5 20
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Method: 7470A - Mercury (CVAA)
Client Sample ID: Method BlankLab Sample ID: MB 490-194352/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194570 Prep Batch: 194352
RL MDL
Mercury ND 0.000200 mg/L 10/01/14 06:48 10/01/14 13:25 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 7470A - Mercury (CVAA) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194352/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194570 Prep Batch: 194352
Mercury 0.00100 0.0008716 mg/L 87 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Client Sample ID: Matrix SpikeLab Sample ID: 490-62129-D-3-C MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194570 Prep Batch: 194352
Mercury ND 0.00100 0.0005691 F1 mg/L 57 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62129-D-3-D MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 194570 Prep Batch: 194352
Mercury ND 0.00100 0.0005255 F1 mg/L 53 75 -125 8 20
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Method: 7471B - Mercury in Solid or Semisolid Waste (Manual Cold Vapor Technique)
Client Sample ID: Method BlankLab Sample ID: MB 490-194384/1-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194477 Prep Batch: 194384
RL MDL
Mercury ND 0.100 mg/Kg 10/01/14 08:22 10/01/14 10:12 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194384/2-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194477 Prep Batch: 194384
Mercury 0.166 0.1407 mg/Kg 85 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194384/3-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194477 Prep Batch: 194384
Mercury 0.162 0.1383 mg/Kg 85 80 -120 2 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Client Sample ID: Matrix SpikeLab Sample ID: 490-62475-B-1-E MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194477 Prep Batch: 194384
Mercury ND 0.192 0.1590 mg/Kg 83 80 -120☼
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
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QC Sample Results
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method: 7471B - Mercury in Solid or Semisolid Waste (Manual Cold Vapor Technique) (Continued)
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62475-B-1-F MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194477 Prep Batch: 194384
Mercury ND 0.190 0.1496 F1 mg/Kg 79 80 -120 6 20
☼
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Client Sample ID: Method BlankLab Sample ID: MB 490-194540/1-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194816 Prep Batch: 194540
RL MDL
Mercury ND 0.101 mg/Kg 10/01/14 14:28 10/02/14 12:02 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-194540/2-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194816 Prep Batch: 194540
Mercury 0.160 0.1642 mg/Kg 102 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-194540/3-A
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194816 Prep Batch: 194540
Mercury 0.161 0.1597 mg/Kg 99 80 -120 3 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Client Sample ID: Matrix SpikeLab Sample ID: 490-62384-A-1-C MS
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194816 Prep Batch: 194540
Mercury ND 0.168 0.1876 mg/Kg 112 80 -120
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-62384-A-1-D MSD
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 194816 Prep Batch: 194540
Mercury ND 0.167 0.1849 mg/Kg 111 80 -120 1 20
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Method: Moisture - Percent Moisture
Client Sample ID: DuplicateLab Sample ID: 490-62388-A-1 DU
Matrix: Solid Prep Type: Total/NA
Analysis Batch: 193935
Percent Solids 80 77 %3 20
Analyte
DU DU
DUnitResult Qualifier
Sample
Result
Sample
Qualifier LimitRPD
RPD
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QC Association Summary
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
GC/MS VOA
Prep Batch: 193627
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 5035490-62390-1 SB-1 (5-7)Total/NA
Prep Batch: 193628
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 5035490-62390-1 SB-1 (5-7)Total/NA
Solid 5035490-62390-2 SB-2 (1-3)Total/NA
Solid 5035490-62390-3 SB-3 (1-2)Total/NA
Solid 5035490-62390-4 SB-4 (1-2)Total/NA
Analysis Batch: 194305
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260B490-62333-B-11 MS Matrix Spike Total/NA
Water 8260B490-62333-C-11 MSD Matrix Spike Duplicate Total/NA
Water 8260B490-62390-7 TMW-1 Total/NA
Water 8260B490-62390-8 TMW-2 Total/NA
Water 8260BLCS 490-194305/3 Lab Control Sample Total/NA
Water 8260BLCSD 490-194305/4 Lab Control Sample Dup Total/NA
Water 8260BMB 490-194305/8 Method Blank Total/NA
Analysis Batch: 194478
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 8260B 193628490-62390-1 SB-1 (5-7)Total/NA
Solid 8260B 193628490-62390-2 SB-2 (1-3)Total/NA
Solid 8260B 193628490-62390-3 SB-3 (1-2)Total/NA
Solid 8260BLCS 490-194478/4 Lab Control Sample Total/NA
Solid 8260BLCSD 490-194478/5 Lab Control Sample Dup Total/NA
Solid 8260BMB 490-194478/8 Method Blank Total/NA
Analysis Batch: 194702
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 8260B 193628490-62390-4 SB-4 (1-2)Total/NA
Solid 8260BLCS 490-194702/18 Lab Control Sample Total/NA
Solid 8260BLCSD 490-194702/19 Lab Control Sample Dup Total/NA
Solid 8260BMB 490-194702/8 Method Blank Total/NA
Analysis Batch: 194979
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 8260B 193627490-62390-1 SB-1 (5-7)Total/NA
Solid 8260B 195039490-62699-A-1-A MS Matrix Spike Total/NA
Solid 8260B 195039490-62699-A-1-A MSD Matrix Spike Duplicate Total/NA
Solid 8260BLCS 490-194979/6 Lab Control Sample Total/NA
Solid 8260BMB 490-194979/10 Method Blank Total/NA
Prep Batch: 195039
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 5035490-62699-A-1-A MS Matrix Spike Total/NA
Solid 5035490-62699-A-1-A MSD Matrix Spike Duplicate Total/NA
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QC Association Summary
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
GC/MS Semi VOA
Prep Batch: 194221
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 3550C490-62390-1 SB-1 (5-7)Total/NA
Solid 3550C490-62390-2 SB-2 (1-3)Total/NA
Solid 3550CLCS 490-194221/2-A Lab Control Sample Total/NA
Solid 3550CMB 490-194221/1-A Method Blank Total/NA
Prep Batch: 194350
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3510C490-62390-7 TMW-1 Total/NA
Water 3510C490-62390-8 TMW-2 Total/NA
Water 3510CLCS 490-194350/2-A Lab Control Sample Total/NA
Water 3510CMB 490-194350/1-A Method Blank Total/NA
Analysis Batch: 194440
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 8270D 194221490-62390-1 SB-1 (5-7)Total/NA
Solid 8270D 194221490-62390-2 SB-2 (1-3)Total/NA
Solid 8270D 194221LCS 490-194221/2-A Lab Control Sample Total/NA
Solid 8270D 194221MB 490-194221/1-A Method Blank Total/NA
Analysis Batch: 194448
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8270D 194350490-62390-7 TMW-1 Total/NA
Water 8270D 194350490-62390-8 TMW-2 Total/NA
Water 8270D 194350LCS 490-194350/2-A Lab Control Sample Total/NA
Water 8270D 194350MB 490-194350/1-A Method Blank Total/NA
GC VOA
Prep Batch: 193627
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 5035490-62390-5 SB-5 (1-2)Total/NA
Solid 5035490-62390-6 SB-6 (1-2)Total/NA
Prep Batch: 193684
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 5035490-62402-B-1-B MS Matrix Spike Total/NA
Solid 5035490-62402-B-1-C MSD Matrix Spike Duplicate Total/NA
Analysis Batch: 194274
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 8015C 193627490-62390-5 SB-5 (1-2)Total/NA
Solid 8015C 193627490-62390-6 SB-6 (1-2)Total/NA
Solid 8015C 193684490-62402-B-1-B MS Matrix Spike Total/NA
Solid 8015C 193684490-62402-B-1-C MSD Matrix Spike Duplicate Total/NA
Solid 8015CLCS 490-194274/36 Lab Control Sample Total/NA
Solid 8015CMB 490-194274/6 Method Blank Total/NA
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TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
GC Semi VOA
Prep Batch: 194115
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 3550C490-62388-A-1-B MS Matrix Spike Total/NA
Solid 3550C490-62388-A-1-C MSD Matrix Spike Duplicate Total/NA
Solid 3550C490-62390-5 SB-5 (1-2)Total/NA
Solid 3550C490-62390-6 SB-6 (1-2)Total/NA
Solid 3550CLCS 490-194115/2-A Lab Control Sample Total/NA
Solid 3550CMB 490-194115/1-A Method Blank Total/NA
Analysis Batch: 194607
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 8015C 194115490-62388-A-1-B MS Matrix Spike Total/NA
Solid 8015C 194115490-62388-A-1-C MSD Matrix Spike Duplicate Total/NA
Solid 8015C 194115490-62390-5 SB-5 (1-2)Total/NA
Solid 8015C 194115490-62390-6 SB-6 (1-2)Total/NA
Solid 8015C 194115LCS 490-194115/2-A Lab Control Sample Total/NA
Solid 8015C 194115MB 490-194115/1-A Method Blank Total/NA
Metals
Prep Batch: 193952
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 3051A460-83377-C-1-B MS Matrix Spike Total/NA
Solid 3051A460-83377-C-1-C MSD Matrix Spike Duplicate Total/NA
Solid 3051A490-62390-1 SB-1 (5-7)Total/NA
Solid 3051A490-62390-2 SB-2 (1-3)Total/NA
Solid 3051A490-62390-3 SB-3 (1-2)Total/NA
Solid 3051A490-62390-4 SB-4 (1-2)Total/NA
Solid 3051A490-62390-9 Background (1-2)Total/NA
Solid 3051ALCS 490-193952/2-A Lab Control Sample Total/NA
Solid 3051ALCSD 490-193952/3-A Lab Control Sample Dup Total/NA
Solid 3051AMB 490-193952/1-A Method Blank Total/NA
Prep Batch: 194105
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3010A490-62390-7 TMW-1 Total/NA
Water 3010A490-62390-8 TMW-2 Total/NA
Water 3010A490-62417-G-1-B MS Matrix Spike Total/NA
Water 3010A490-62417-G-1-C MSD Matrix Spike Duplicate Total/NA
Water 3010ALCS 490-194105/2-A Lab Control Sample Total/NA
Water 3010ALCSD 490-194105/3-A Lab Control Sample Dup Total/NA
Water 3010AMB 490-194105/1-A Method Blank Total/NA
Prep Batch: 194352
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 7470A490-62129-D-3-C MS Matrix Spike Total/NA
Water 7470A490-62129-D-3-D MSD Matrix Spike Duplicate Total/NA
Water 7470A490-62390-7 TMW-1 Total/NA
Water 7470A490-62390-8 TMW-2 Total/NA
Water 7470ALCS 490-194352/2-A Lab Control Sample Total/NA
Water 7470AMB 490-194352/1-A Method Blank Total/NA
TestAmerica Nashville
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QC Association Summary
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Metals (Continued)
Analysis Batch: 194369
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 6010C 193952460-83377-C-1-B MS Matrix Spike Total/NA
Solid 6010C 193952460-83377-C-1-C MSD Matrix Spike Duplicate Total/NA
Solid 6010C 193952490-62390-1 SB-1 (5-7)Total/NA
Solid 6010C 193952490-62390-2 SB-2 (1-3)Total/NA
Solid 6010C 193952490-62390-3 SB-3 (1-2)Total/NA
Solid 6010C 193952490-62390-4 SB-4 (1-2)Total/NA
Solid 6010C 193952490-62390-9 Background (1-2)Total/NA
Solid 6010C 193952LCS 490-193952/2-A Lab Control Sample Total/NA
Solid 6010C 193952LCSD 490-193952/3-A Lab Control Sample Dup Total/NA
Solid 6010C 193952MB 490-193952/1-A Method Blank Total/NA
Prep Batch: 194384
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 7471B490-62390-1 SB-1 (5-7)Total/NA
Solid 7471B490-62390-2 SB-2 (1-3)Total/NA
Solid 7471B490-62390-3 SB-3 (1-2)Total/NA
Solid 7471B490-62390-4 SB-4 (1-2)Total/NA
Solid 7471B490-62475-B-1-E MS Matrix Spike Total/NA
Solid 7471B490-62475-B-1-F MSD Matrix Spike Duplicate Total/NA
Solid 7471BLCS 490-194384/2-A Lab Control Sample Total/NA
Solid 7471BLCSD 490-194384/3-A Lab Control Sample Dup Total/NA
Solid 7471BMB 490-194384/1-A Method Blank Total/NA
Analysis Batch: 194477
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 7471B 194384490-62390-1 SB-1 (5-7)Total/NA
Solid 7471B 194384490-62390-2 SB-2 (1-3)Total/NA
Solid 7471B 194384490-62390-3 SB-3 (1-2)Total/NA
Solid 7471B 194384490-62390-4 SB-4 (1-2)Total/NA
Solid 7471B 194384490-62475-B-1-E MS Matrix Spike Total/NA
Solid 7471B 194384490-62475-B-1-F MSD Matrix Spike Duplicate Total/NA
Solid 7471B 194384LCS 490-194384/2-A Lab Control Sample Total/NA
Solid 7471B 194384LCSD 490-194384/3-A Lab Control Sample Dup Total/NA
Solid 7471B 194384MB 490-194384/1-A Method Blank Total/NA
Prep Batch: 194540
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 7471B490-62384-A-1-C MS Matrix Spike Total/NA
Solid 7471B490-62384-A-1-D MSD Matrix Spike Duplicate Total/NA
Solid 7471B490-62390-9 Background (1-2)Total/NA
Solid 7471BLCS 490-194540/2-A Lab Control Sample Total/NA
Solid 7471BLCSD 490-194540/3-A Lab Control Sample Dup Total/NA
Solid 7471BMB 490-194540/1-A Method Blank Total/NA
Analysis Batch: 194570
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 7470A 194352490-62129-D-3-C MS Matrix Spike Total/NA
Water 7470A 194352490-62129-D-3-D MSD Matrix Spike Duplicate Total/NA
Water 7470A 194352490-62390-7 TMW-1 Total/NA
Water 7470A 194352490-62390-8 TMW-2 Total/NA
Water 7470A 194352LCS 490-194352/2-A Lab Control Sample Total/NA
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QC Association Summary
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Metals (Continued)
Analysis Batch: 194570 (Continued)
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 7470A 194352MB 490-194352/1-A Method Blank Total/NA
Analysis Batch: 194816
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid 7471B 194540490-62384-A-1-C MS Matrix Spike Total/NA
Solid 7471B 194540490-62384-A-1-D MSD Matrix Spike Duplicate Total/NA
Solid 7471B 194540490-62390-9 Background (1-2)Total/NA
Solid 7471B 194540LCS 490-194540/2-A Lab Control Sample Total/NA
Solid 7471B 194540LCSD 490-194540/3-A Lab Control Sample Dup Total/NA
Solid 7471B 194540MB 490-194540/1-A Method Blank Total/NA
Analysis Batch: 195008
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 6010C 194105490-62390-7 TMW-1 Total/NA
Water 6010C 194105490-62390-8 TMW-2 Total/NA
Water 6010C 194105490-62417-G-1-B MS Matrix Spike Total/NA
Water 6010C 194105490-62417-G-1-C MSD Matrix Spike Duplicate Total/NA
Water 6010C 194105LCS 490-194105/2-A Lab Control Sample Total/NA
Water 6010C 194105LCSD 490-194105/3-A Lab Control Sample Dup Total/NA
Water 6010C 194105MB 490-194105/1-A Method Blank Total/NA
Analysis Batch: 195573
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 6010C 194105490-62390-7 TMW-1 Total/NA
Water 6010C 194105490-62390-8 TMW-2 Total/NA
Water 6010C 194105490-62417-G-1-B MS Matrix Spike Total/NA
Water 6010C 194105490-62417-G-1-C MSD Matrix Spike Duplicate Total/NA
Water 6010C 194105LCS 490-194105/2-A Lab Control Sample Total/NA
Water 6010C 194105LCSD 490-194105/3-A Lab Control Sample Dup Total/NA
Water 6010C 194105MB 490-194105/1-A Method Blank Total/NA
General Chemistry
Analysis Batch: 193935
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Solid Moisture490-62388-A-1 DU Duplicate Total/NA
Solid Moisture490-62390-1 SB-1 (5-7)Total/NA
Solid Moisture490-62390-2 SB-2 (1-3)Total/NA
Solid Moisture490-62390-3 SB-3 (1-2)Total/NA
Solid Moisture490-62390-4 SB-4 (1-2)Total/NA
Solid Moisture490-62390-5 SB-5 (1-2)Total/NA
Solid Moisture490-62390-6 SB-6 (1-2)Total/NA
Solid Moisture490-62390-9 Background (1-2)Total/NA
TestAmerica Nashville
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Lab Chronicle
Client: Hart & Hickman, PC TestAmerica Job ID: 490-62390-1
Project/Site: 1600 Linville Falls Hwy, Avery County,NC SDG: FCB-014 Task 2
Client Sample ID: SB-1 (5-7)Lab Sample ID: 490-62390-1
Matrix: SolidDate Collected: 09/25/14 09:27
Percent Solids: 67.1Date Received: 09/26/14 09:00
Prep 5035 JLP09/27/14 10:08 TAL NSH193627
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5.21 g 5.0 mL
Analysis 8260B 1 194979 10/03/14 23:13 JJR TAL NSHTotal/NA 5.21 g 5.0 mL
Prep 5035 193628 09/27/14 10:09 JLP TAL NSHTotal/NA 4.169 g 5.0 mL
Analysis 8260B 1 194478 10/01/14 21:49 KKK TAL NSHTotal/NA 4.169 g 5.0 mL
Prep 3550C 194221 09/30/14 13:47 RMS TAL NSHTotal/NA 45.18 g 1.00 mL
Analysis 8270D 1 194440 10/02/14 00:59 SNR TAL NSHTotal/NA 45.18 g 1.00 mL
Prep 3051A 193952 09/29/14 13:45 TDP TAL NSHTotal/NA 0.509 g 100 mL
Analysis 6010C 1 194369 09/30/14 16:58 LTB TAL NSHTotal/NA 0.509 g 100 mL
Prep 7471B 194384 10/01/14 08:22 AAS TAL NSHTotal/NA 0.600 g 100 mL
Analysis 7471B 1 194477 10/01/14 10:58 AAS TAL NSHTotal/NA 0.600 g 100 mL
Analysis Moisture 1 193935 09/29/14 13:04 RRS TAL NSHTotal/NA
Client Sample ID: SB-2 (1-3)Lab Sample ID: 490-62390-2
Matrix: SolidDate Collected: 09/25/14 10:50
Percent Solids: 68.3Date Received: 09/26/14 09:00
Prep 5035 JLP09/27/14 10:09 TAL NSH193628
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5.543 g 5.0 mL
Analysis 8260B 1 194478 10/01/14 21:19 KKK TAL NSHTotal/NA 5.543 g 5.0 mL
Prep 3550C 194221 09/30/14 13:47 RMS TAL NSHTotal/NA 43.95 g 1.00 mL
Analysis 8270D 1 194440 10/02/14 01:23 SNR TAL NSHTotal/NA 43.95 g 1.00 mL
Prep 3051A 193952 09/29/14 13:45 TDP TAL NSHTotal/NA 0.509 g 100 mL
Analysis 6010C 1 194369 09/30/14 17:02 LTB TAL NSHTotal/NA 0.509 g 100 mL
Prep 7471B 194384 10/01/14 08:22 AAS TAL NSHTotal/NA 0.616 g 100 mL
Analysis 7471B 1 194477 10/01/14 11:00 AAS TAL NSHTotal/NA 0.616 g 100 mL
Analysis Moisture 1 193935 09/29/14 13:04 RRS TAL NSHTotal/NA
Client Sample ID: SB-3 (1-2)Lab Sample ID: 490-62390-3
Matrix: SolidDate Collected: 09/25/14 11:30
Percent Solids: 77.6Date Received: 09/26/14 09:00
Prep 5035 JLP09/27/14 10:09 TAL NSH193628
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5.943 g 5.0 mL
Analysis 8260B 1 194478 10/01/14 20:50 KKK TAL NSHTotal/NA 5.943 g 5.0 mL
Prep 3051A 193952 09/29/14 13:45 TDP TAL NSHTotal/NA 0.517 g 100 mL
Analysis 6010C 1 194369 09/30/14 17:05 LTB TAL NSHTotal/NA 0.517 g 100 mL
Prep 7471B 194384 10/01/14 08:22 AAS TAL NSHTotal/NA 0.625 g 100 mL
Analysis 7471B 1 194477 10/01/14 11:02 AAS TAL NSHTotal/NA 0.625 g 100 mL
Analysis Moisture 1 193935 09/29/14 13:04 RRS TAL NSHTotal/NA
TestAmerica Nashville
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Lab Chronicle
Client: Hart & Hickman, PC TestAmerica Job ID: 490-62390-1
Project/Site: 1600 Linville Falls Hwy, Avery County,NC SDG: FCB-014 Task 2
Client Sample ID: SB-4 (1-2)Lab Sample ID: 490-62390-4
Matrix: SolidDate Collected: 09/25/14 11:45
Percent Solids: 79.0Date Received: 09/26/14 09:00
Prep 5035 JLP09/27/14 10:09 TAL NSH193628
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5.094 g 5.0 mL
Analysis 8260B 1 194702 10/02/14 19:25 KKK TAL NSHTotal/NA 5.094 g 5.0 mL
Prep 3051A 193952 09/29/14 13:45 TDP TAL NSHTotal/NA 0.502 g 100 mL
Analysis 6010C 1 194369 09/30/14 17:09 LTB TAL NSHTotal/NA 0.502 g 100 mL
Prep 7471B 194384 10/01/14 08:22 AAS TAL NSHTotal/NA 0.612 g 100 mL
Analysis 7471B 1 194477 10/01/14 11:04 AAS TAL NSHTotal/NA 0.612 g 100 mL
Analysis Moisture 1 193935 09/29/14 13:04 RRS TAL NSHTotal/NA
Client Sample ID: SB-5 (1-2)Lab Sample ID: 490-62390-5
Matrix: SolidDate Collected: 09/25/14 13:00
Percent Solids: 78.5Date Received: 09/26/14 09:00
Prep 5035 JLP09/27/14 10:08 TAL NSH193627
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 6.272 g 5.0 mL
Analysis 8015C 1 194274 09/30/14 16:51 AMC TAL NSHTotal/NA 6.272 g 5.0 mL
Prep 3550C 194115 09/30/14 10:14 LDC TAL NSHTotal/NA 31.97 g 1.00 mL
Analysis 8015C 1 194607 10/01/14 20:58 JPS TAL NSHTotal/NA 31.97 g 1.00 mL
Analysis Moisture 1 193935 09/29/14 13:04 RRS TAL NSHTotal/NA
Client Sample ID: SB-6 (1-2)Lab Sample ID: 490-62390-6
Matrix: SolidDate Collected: 09/25/14 12:45
Percent Solids: 78.7Date Received: 09/26/14 09:00
Prep 5035 JLP09/27/14 10:08 TAL NSH193627
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 5.78 g 5.0 mL
Analysis 8015C 1 194274 09/30/14 17:25 AMC TAL NSHTotal/NA 5.78 g 5.0 mL
Prep 3550C 194115 09/30/14 10:14 LDC TAL NSHTotal/NA 31.79 g 1.00 mL
Analysis 8015C 1 194607 10/01/14 21:12 JPS TAL NSHTotal/NA 31.79 g 1.00 mL
Analysis Moisture 1 193935 09/29/14 13:04 RRS TAL NSHTotal/NA
Client Sample ID: TMW-1 Lab Sample ID: 490-62390-7
Matrix: WaterDate Collected: 09/25/14 12:17
Date Received: 09/26/14 09:00
Analysis 8260B BJM10/01/14 04:311 TAL NSH194305
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Prep 3510C 194350 10/01/14 11:28 CLM TAL NSHTotal/NA 275 mL 1.0 mL
Analysis 8270D 1 194448 10/01/14 21:35 BES TAL NSHTotal/NA 275 mL 1.0 mL
Prep 3010A 194105 09/30/14 10:07 ADN TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 195008 10/02/14 17:34 LTB TAL NSHTotal/NA 50 mL 50 mL
Prep 3010A 194105 09/30/14 10:07 ADN TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 195573 10/03/14 16:55 LTB TAL NSHTotal/NA 50 mL 50 mL
Prep 7470A 194352 10/01/14 06:48 AAS TAL NSHTotal/NA 30 mL 30 mL
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Lab Chronicle
Client: Hart & Hickman, PC TestAmerica Job ID: 490-62390-1
Project/Site: 1600 Linville Falls Hwy, Avery County,NC SDG: FCB-014 Task 2
Client Sample ID: TMW-1 Lab Sample ID: 490-62390-7
Matrix: WaterDate Collected: 09/25/14 12:17
Date Received: 09/26/14 09:00
Analysis 7470A AAS10/01/14 14:331 TAL NSH194570
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 30 mL 30 mL
Client Sample ID: TMW-2 Lab Sample ID: 490-62390-8
Matrix: WaterDate Collected: 09/25/14 14:01
Date Received: 09/26/14 09:00
Analysis 8260B BJM10/01/14 04:051 TAL NSH194305
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Prep 3510C 194350 10/01/14 11:28 CLM TAL NSHTotal/NA 275 mL 1.0 mL
Analysis 8270D 1 194448 10/01/14 21:12 BES TAL NSHTotal/NA 275 mL 1.0 mL
Prep 3010A 194105 09/30/14 10:07 ADN TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 195008 10/02/14 17:49 LTB TAL NSHTotal/NA 50 mL 50 mL
Prep 3010A 194105 09/30/14 10:07 ADN TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 195573 10/03/14 16:58 LTB TAL NSHTotal/NA 50 mL 50 mL
Prep 7470A 194352 10/01/14 06:48 AAS TAL NSHTotal/NA 30 mL 30 mL
Analysis 7470A 1 194570 10/01/14 14:35 AAS TAL NSHTotal/NA 30 mL 30 mL
Client Sample ID: Background (1-2)Lab Sample ID: 490-62390-9
Matrix: SolidDate Collected: 09/25/14 13:37
Percent Solids: 65.9Date Received: 09/26/14 09:00
Prep 3051A TDP09/29/14 13:45 TAL NSH193952
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 0.516 g 100 mL
Analysis 6010C 1 194369 09/30/14 17:24 LTB TAL NSHTotal/NA 0.516 g 100 mL
Prep 7471B 194540 10/01/14 14:28 AAS TAL NSHTotal/NA 0.598 g 100 mL
Analysis 7471B 1 194816 10/02/14 12:19 AAS TAL NSHTotal/NA 0.598 g 100 mL
Analysis Moisture 1 193935 09/29/14 13:04 RRS TAL NSHTotal/NA
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL [phone]
TestAmerica Nashville
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Method Summary
TestAmerica Job ID: 490-62390-1Client: Hart & Hickman, PC
SDG: FCB-014 Task 2Project/Site: 1600 Linville Falls Hwy, Avery County,NC
Method Method Description LaboratoryProtocol
SW8468260BVolatile Organic Compounds (GC/MS)TAL NSH
SW8468270DSemivolatile Organic Compounds (GC/MS)TAL NSH
SW8468015CNonhalogenated Organics using GC/FID -Modified (Gasoline Range Organics)TAL NSH
SW8468015CNonhalogenated Organics using GC/FID -Modified (Diesel Range Organics)TAL NSH
SW8466010CMetals (ICP)TAL NSH
SW8467470AMercury (CVAA)TAL NSH
SW8467471BMercury in Solid or Semisolid Waste (Manual Cold Vapor Technique)TAL NSH
EPAMoisturePercent Moisture TAL NSH
Protocol References:
EPA = US Environmental Protection Agency
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL [phone]
TestAmerica Nashville
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Certification Summary
Client: Hart & Hickman, PC TestAmerica Job ID: 490-62390-1
Project/Site: 1600 Linville Falls Hwy, Avery County,NC SDG: FCB-014 Task 2
Laboratory: TestAmerica Nashville
Unless otherwise noted, all analytes for this laboratory were covered under each certification below.
Authority Program EPA Region Certification ID Expiration Date
North Carolina (WW/SW)3874State Program 12-31-14
Analysis Method Prep Method Matrix Analyte
The following analytes are included in this report, but certification is not offered by the governing authority:
Moisture Solid Percent Solids
TestAmerica Nashville
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Login Sample Receipt Checklist
Client: Hart & Hickman, PC Job Number: 490-62390-1
SDG Number: FCB-014 Task 2
Login Number: 62390
Question Answer Comment
Creator: Huckaba, Jimmy
List Source: TestAmerica Nashville
List Number: 1
TrueRadioactivity wasn't checked or is </= background as measured by a
survey meter.
TrueThe cooler's custody seal, if present, is intact.
N/ASample custody seals, if present, are intact.
TrueThe cooler or samples do not appear to have been compromised or
tampered with.
TrueSamples were received on ice.
TrueCooler Temperature is acceptable.
TrueCooler Temperature is recorded.
TrueCOC is present.
TrueCOC is filled out in ink and legible.
TrueCOC is filled out with all pertinent information.
TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.
TrueSamples are received within Holding Time.
TrueSample containers have legible labels.
TrueContainers are not broken or leaking.
TrueSample collection date/times are provided.
TrueAppropriate sample containers are used.
TrueSample bottles are completely filled.
N/ASample Preservation Verified.
TrueThere is sufficient vol. for all requested analyses, incl. any requested
MS/MSDs
TrueContainers requiring zero headspace have no headspace or bubble is
<6mm (1/4").
TrueMultiphasic samples are not present.
TrueSamples do not require splitting or compositing.
TrueResidual Chlorine Checked.
TestAmerica Nashville
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Via Email

January 27, 2015

First Citizens Bank
4300 Six Forks Road
Raleigh, NC 27609-5718

Attention: Mr. Steve Pollok
Sr. Commercial Resolution Officer

Re: Additional Phase II ESA
C&E Manufacturing, Ltd.
1600 Linville Falls Highway
Avery County, North Carolina
H&H Job No. FCB-014

Dear Steve:

1.0 Executive Summary

This report presents the methods and results of additional Phase II Environmental Site
Assessment (ESA) activities conducted by Hart & Hickman, PC (H&H) at the Addco property
located at 1600 Linville Falls Highway in Avery County, North Carolina (subject site). The
purpose of the additional Phase II ESA activities was to further assess the presence of the
polynuclear aromatic hydrocarbon (PAH) naphthalene, lead, and manganese which were detected
in concentrations above North Carolina Groundwater Standards (2L groundwater standards) in
the vicinity of the facility’s septic tank and septic leach field during previous Phase II ESA
activities conducted in September 2014. The additional Phase II ESA activities included
installation of temporary monitor wells along the downgradient property boundary, sampling of
the facility’s water supply well, and performance of a cursory receptor survey in the vicinity of
the site.

Mr. Steve Pollok
January 27, 2015
Page 2
The results of our assessment activities indicate that manganese was detected above the 2L
groundwater standard in groundwater samples collected from temporary monitoring wells TMW-
3 and TMW-4 advanced downgradient of the site’s septic system leach field near the
southwestern property boundaries. Other compounds were not detected above 2L groundwater
standards in groundwater samples collected from TMW-3 and TMW-4. It appears that the
manganese detections in groundwater may be site-related and extend off-site.

The results of water supply well sampling activities indicate that lead was detected above the 2L
groundwater standard and drinking water maximum contaminant level (MCL) in a water sample.
Copper and zinc were also detected in the water sample; however, at concentrations below their
respective 2L groundwater standards (and drinking water MCLs or secondary MCLs). The
source of the lead is not known but could be related to site activities or from piping used in the
water supply well and/or piping.

2.0 Property Description and Background

The subject site is developed as an industrial manufacturing facility and consists of an
approximately 5.71-acre parcel of land. The property is occupied by three industrial buildings
including a 9,000-square ft manufacturing and office building (Building 1), a 14,500 square ft
manufacturing/warehouse building (Building 2), and a 20,000-square ft shipping/receiving
warehouse with a powder coating application area and former paint booth (Building 3). A solar
farm, which was installed and is managed by Eagle Electron Power Partners (EEPP), is located
on the southeastern portion of the property. The western portion of the site consists of
undeveloped land. A Site Location Map and a Sample Location Map are included as Figures 1
and 2, respectively.

H&H conducted Phase I ESA activities at the Site in August 2014 and identified the following
potential areas of concern:
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Mr. Steve Pollok
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Page 3

• potential discharge of powder coating materials, coolant, and petroleum-based products
generated during manufacturing activities at the site into the facility septic system which
consists of two septic tanks (west of Building 3 and south of Building 1) and septic field
(west of Building 3);
• oil staining to the ground surface in concrete cut-out areas adjacent to metal fabrication
machines in Building 2; and
• staining to exterior vents for the former paint and powder coat application booths on the
exterior of Building 3.

In September 2014, H&H completed initial Phase II ESA activities on the property. The results
of our assessment activities indicated the following (see also Tables 1 and 2):

Soil impacts were detected above the NC Department of Environment and Natural Resources
(DENR) total petroleum hydrocarbon (TPH) Action Level in two shallow borings advanced
below the concrete floor of Building 2. Specifically, diesel range TPH (TPH-DRO) was detected
at 15.4 mg/kg and 30 mg/kg in SB-5 (1-2 ft) and SB-6 (1-2 ft), respectively. The DENR Action
Level for TPH-DRO is 10 mg/kg.

VOCs were not detected above DENR Inactive Hazardous Sites Branch (IHSB) Residential,
Industrial, or Protection of Groundwater (POG) preliminary soil remediation goals (PSRGs) in
samples collected adjacent to the septic tank (SB-1), within the septic field (SB-2), below the
former paint booth vent (SB-3), or below the powder coating booth vent (SB-4). Additionally,
polynuclear aromatic hydrocarbons (PAHs) were not detected above DENR IHSB PSRGs in soil
samples collected near the septic tank (SB-1) or septic field (SB-2).

Manganese was detected in soil sample SB-2 (1-3 ft) collected from the septic leach field at a
concentration above Residential and POG PSRGs. Manganese was also detected above
Residential PSRGs in soil sample SB-3 (1-2 ft) collected below the former paint booth vent and
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Mr. Steve Pollok
January 27, 2015
Page 4
soil sample SB-4 (1-2 ft) collected below the powder coating booth vent. The manganese
concentrations in the soil samples listed above exceed site specific background concentrations
collected from a soil boring SB-BG (1-2 ft) advanced in an undisturbed area in the eastern
portion of the property. Although the manganese concentrations in the soil samples listed above
exceed Residential and POG PSRGs, and site specific background concentrations, the manganese
concentrations are below Industrial SRGs and are within the range of published literature
background concentrations for North Carolina and conterminous United States (US) soils.

Naphthalene, lead, and manganese were detected above NC 2L groundwater standards in a
groundwater sample collected from temporary monitoring well TMW-2 advanced adjacent to the
septic leach field west of Building 3. Naphthalene and manganese were also detected above their
2L groundwater standards in a groundwater sample collected from TMW-1 advanced
downgradient of the septic tank south of Building 1. Other PAHs and metals were also detected
in TMW-1 and TMW-2 but at concentrations below groundwater standards.

H&H conducted additional Phase II ESA groundwater sampling activities at the subject site on
January 9, 2015 to 1) further assess the naphthalene, lead, and manganese concentrations in
groundwater above 2L groundwater standards in the vicinity of the facility’s septic tank and
septic leach field to evaluate if they may have migrated off-site; 2) sample the facility’s water
supply well to evaluate potential impacts to deeper groundwater; and 3) perform a cursory
receptor survey in the area of the site. The methods and results of Phase II ESA activities are
presented in the following sections.

3.0 Phase II ESA Scope of Work

3.1 Utility Clearance

Prior to conducting the additional sampling activities, H&H contacted North Carolina One-Call,
the public utility locator to mark subsurface utilities located on the site. In addition, Probe
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Mr. Steve Pollok
January 27, 2015
Page 5
Utility, LLC, a private utility locater was contracted to locate and demark subsurface utilities in
the areas of the soil borings and temporary wells. As an additional safety precaution, each boring
was initially advanced using a hand auger to a depth of at least 5 feet (ft) below ground surface
(bgs) to clear the boring of possible undocumented subsurface utility lines.

3.2 Groundwater Sampling Activities

Temporary Monitoring Well Groundwater Sampling
H&H oversaw advancement of two additional temporary groundwater monitoring wells (TMW-3
and TMW-4) at the subject site by EPDS utilizing direct push technology (DPT) methods.
TMW-3 was installed near the western property boundary at a location adjacent to and cross-
gradient of the facility’s septic tank. TMW-4 was installed near the southern property boundary
at a location downgradient of the facility’s septic leach field. The temporary monitoring wells
were constructed with one-inch diameter PVC with 10-ft sections of pre-packed screens set to
bracket the water table. The temporary groundwater monitoring wells TMW-3 and TMW-4 were
installed to 15 and 16 ft bgs, respectively.

Following temporary well installation, H&H gauged the temporary monitoring wells. The water
levels in TMW-3 and TMW-4 were both approximately 9 ft bgs. H&H subsequently developed
TMW-3 and TMW-4 utilizing low-flow techniques. H&H continued development until turbidity
in groundwater was below 10 nephelometric turbidity units (NTUs) in both temporary
monitoring wells. After purging the wells, H&H collected groundwater samples from TMW-3
and TWM-4 and submitted the samples to TestAmerica for analysis of VOCs by EPA Method
8260, PAHs by EPA Method 8270, and lead and manganese by EPA Method 6010C. Temporary
monitoring well logs are presented in Appendix A.

Water Supply Well Groundwater Sampling
H&H collected a groundwater sample from the facility’s water supply well located in the
northern portion of the site. The water supply well’s galvanized steel casing is approximately 4-
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Mr. Steve Pollok
January 27, 2015
Page 6
inches in diameter and extends to a depth of approximately 96 ft bgs per the well tag. H&H
could not gauge the water level within the well; however, the well tag noted that static water
level within the well is approximately 20 ft bgs. Prior to sampling, H&H purged approximately
50 gallons of groundwater from the well. After purging, H&H sampled the facility’s water
supply well from a steel pipe equipped with brass spigot closest to the well head and submitted
the sample to TestAmerica for analysis of VOCs by EPA Method 8260, SVOCs by EPA Method
8270, and hazardous substance list (HSL) metals by EPA Method 6010C.

3.3 Boring Abandonment and Investigation Derived Waste

Upon completion of groundwater sampling activities, EPDS abandoned the temporary
monitoring well borings by removing well screen/riser materials, filling the borings with grout,
and patching the surfaces to match the surrounding area. Soil cuttings and groundwater
generated during Phase II ESA activities were spread on-site in accordance with DENR guidance.

3.4 QA/QC Process
H&H utilized standard quality assurance/quality control (QA/QC) processes during the Phase II
ESA activities. Non-dedicated sampling equipment, including DPT tooling, the water level
meter, and the hand auger, were decontaminated using Liquinox® detergent and deionized water
prior to and between each sampling location. H&H and EPDS wore nitrile gloves while handling
samples, and the groundwater samples were collected using new tubing.

Groundwater samples were collected in laboratory-provided containers and immediately placed
on ice. A completed chain-of-custody (COC) record accompanied the samples and included the
sample designation, date and time collected, matrix, sample container information, and requested
analyses. H&H sampling personnel signed the completed COC record, and the samples were
transported to TestAmerica by local courier and FedEx.
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Mr. Steve Pollok
January 27, 2015
Page 7

4.0 Site-Specific Topography, Geology, & Hydrogeology

4.1 Topography
The elevation of the subject site is approximately 3,600 feet above mean sea level. The
topographic gradient in the area of the subject site is in a generally southerly direction toward the
Linville River located approximately 0.4 mile south of the subject site. An area topographic map
is included as Figure 1.

4.2 Physical Setting

Geology
Avery County, including the subject property, is located within the Blue Ridge physiographic
province of North Carolina. This province is a northeast trending zone extending from Georgia
through Virginia and ranges in width from approximately 15 to 55 miles in North Carolina. The
Blue Ridge is a deeply dissected mountainous area of numerous steep mountain ridges,
intermontane basins, and trench valleys that intersect at angles and give the area its rugged
mountain character.

The site is located within the Grandfather Mountain window of the Blue Ridge province which is
characterized by bedrock composed of meta-sedimetary and meta-volcanic rocks. Based on the
1985 Geologic Map of North Carolina, the bedrock underlying the subject property is composed
of greenstone and meta-arkose with interlayered sedimentary rocks.

Overlying the bedrock in many areas is a zone of residual soil or saprolite which is developed
from the in-situ weathering of the underlying rocks. The saprolite is typically composed of
unconsolidated silts, clays, sand, and rock fragments.
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Mr. Steve Pollok
January 27, 2015
Page 8
Hydrogeology
Groundwater generally occurs under water table conditions within the interconnected saprolite
and bedrock zones. The primary source of ground water in the area is from precipitation that
reaches the water table through infiltration. The saprolite is generally considered to be a recharge
medium for the bedrock aquifer because it holds precipitation and allows ground water to
gradually infiltrate into the bedrock joints, faults, and fractures. Groundwater flow is typically
from upland areas to lowland areas where ground water discharges to streams. During Phase II
ESA groundwater sampling activities, H&H determined that the depth to groundwater was
approximately 9 ft below the ground surface in the two temporary monitoring wells (TMW-1 and
TMW-2) advanced at the site.

5.0 Receptor Survey
H&H conducted a cursory receptor survey of the surrounding area. During the receptor survey,
H&H identified as many as nine water supply wells located within a 0.25-mile radius of the site
based on our review of readily accessible public areas. The wells are located on residential and
commercial properties, and the approximate locations of the identified water supply wells are
depicted on Figure 1. Municipal water is not available in the area of the site.

According to Avery County tax information, the land use designation for the subject site and
surrounding properties is presented below:

Subject Site or Adjacent Property
Occupant Address – Linville Falls Highway
Parcel # Land Use Designation Water Supply Well Observed or Suspected
Subject Site Addco 1600 184407688011 Lt
Manufacturing Observed
North
Adjacent
Property
Stor-All
Mini-
Storage
1580 184407686392
Mini-
Warehouse/
Industrial
Suspected
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Mr. Steve Pollok
January 27, 2015
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East
Adjacent
Property
McLean Residence 1585 184407782372 Residential Observed
South
Adjacent
Property
Classic
Stone
Works
1700 184407676564 Lt.
Manufacturing Suspected
West
Adjacent
Property
Camp
Carmel
Church
Camp
1676 184407588362 Church Camp Suspected

Based on our review of the USGS topographic map and our reconnaissance of the surrounding
area, H&H did not observe obvious surface water features located within 0.25-mile of the subject
site.

6.0 Analytical Laboratory Results

Laboratory analytical data reports and chain-of-custody records are included as Appendix B. The
data are summarized in Table 2.

Manganese (67.8 µg/L and 277 µg/L) was detected above the 2L groundwater standard of 50
µg/L in groundwater samples collected from temporary monitoring wells TMW-3 and TMW-4
advanced along the western and southern property boundaries near the septic system leach field.
Lead was not detected in the samples. In addition, low levels of petroleum-related VOCs and
naphthalene were detected in TMW-4 but at concentrations below 2L groundwater standards. .

In the water supply well sample, lead (28.3 µg/L) was detected above the 2L groundwater
standard (and drinking water MCL) of 15 µg/L. Copper (64.2 µg/L) and zinc (117 µg/L) were
also detected in the water sample; however, at concentrations below their respective 2L
groundwater standards and drinking water MCLs or secondary MCLs.
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Mr. Steve Pollok
January 27, 2015
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7.0 Findings and Recommendations

H&H conducted additional groundwater assessment activities at the subject site in January 2015
to further assess the presence of naphthalene, lead, and manganese in groundwater detected in the
area of the facility’s septic system during previous Phase II ESA activities conducted in
September 2014.

Manganese (67.8 µg/L and 277 µg/L) was detected above the 2L groundwater standard in
groundwater samples collected from temporary monitoring wells TMW-3 and TMW-4 advanced
along the western and southern property boundaries near the septic system leach field. These
concentrations are lower than the concentration detected in previous sample TMW-2 advanced in
the facility’s septic leach field of 7,150 µg/L. Naphthalene and lead were not detected above 2L
groundwater standards in the samples from TMW-3 and TMW-4. Based on the results of
previous soil and groundwater sampling activities, it appears that the elevated manganese
concentrations may be the result of current/former auto part manufacturing activities and may
extend off-site. Please note that manganese is a naturally occurring metal and its presence in
groundwater could be associated with background groundwater conditions. Manganese was not
listed as a compound in material safety data sheets that H&H revised for compounds used at the
site; however, manganese phosphates are frequently used as a rust inhibitor prior to powder
coating. Based upon the high level of manganese detected in TMW-2 and the presence of
manganese in soil in the septic area, the manganese detections appear to be at least partly
attributable to site activities.

Lead was detected above the 2L groundwater standard (and drinking water MCL) in a water
sample collected from the facility’s water supply well. As noted previously, lead was also
detected above the 2L standard in groundwater in the area of the septic system. Copper and zinc
were also detected in the water sample but below their respective 2L groundwater standards and
MCLs. The presence of lead in combination with lead and zinc may be an indication that the
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Mr. Steve Pollok
January 27, 2015
Page 11
presence of these metals is associated with steel well casing or plumbing/piping; however their
presence could also be related to site activities.

The results of the receptor survey indicate that municipal water is not available to the subject site
area and water utilized by adjacent surrounding properties is supplied by water supply wells.

Thank you for the opportunity to assist with this project. Should you have any questions or
require any additional information concerning this report, please feel free to contact us at
[phone].

Sincerely,

Hart & Hickman, PC

Hart & Hickman, PC
Matt Ingalls Steve Hart, PG
Project Manager Principal
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Table 1 (Page 1 of 1)Hart & Hickman, PC
Table 2
Summary of Groundwater Analytical Data
1600 Linville Falls Hwy
Newland, Avery County, North Carolina
H&H Job No. FCB-014
S:\AAA-Master Projects\First Citizens Bank - FCB\FCB-014 C&E Manufacturing - Newland, NC\Phase II\Tables\Analytical Data Tables.xlsx
1/27/2015
Table 1 (Page 1 of 1)
Hart & Hickman, PC
Location Septic Tank Septic System
Western Property
Boundary (Cross-
Gradient of Septic
System)
Southwestern
Property Boundary
(Downgradient of
Septic System)
Water Supply Well -
Northern Property
Boundary
Sample ID TMW-1 TMW-2 TMW-3 TMW-4 WSW-1
Sample Date 09/25/14 09/25/14 01/09/15 01/09/15 01/09/15
Units µg/L µg/L µg/L µg/L µg/L µg/L µg/L µg/L
VOCs (8260B)
Ethylbenzene < 1.0 1.1 <1.0 <1.0 <1.0 600 700 34.9 152
Toluene < 1.0 <1.0 <1.0 1.84 <1.0 600 1,000 3,840 16,100
1,2,4-Trimethylbenzene < 1.0 <1.0 <1.0 1.87 <1.0 400 NS 5.80 24.4
Total Xylenes <2.0 <2.0 <2.0 2.44 <2.0 500 10,000 98.5 414
PAH/SVOCs (8270D)5
Acenaphthene 9.5 8.03 <1.61 <1.61 <2.04 80 NS NS NL
Fluorene 2.53 2.58 <1.61 <1.61 <2.04 300 NS NS NL
Naphthalene 11.4 30.0 <1.61 1.84 <2.04 6 NS 34.8 146
Phenanthrene <1.82 2.6 <1.61 <1.61 <2.04 200 NS NS NL
HSL Metals
Antimony < 0.01 < 0.01 NA NA < 0.01 1.0 6 NS NL
Arsenic < 0.01 < 0.01 NA NA < 0.01 10 10 NS NL
Beryllium < 0.004 < 0.004 NA NA < 0.004 4.0 4 NS NL
Cadmium < 0.001 < 0.001 NA NA < 0.001 2 5 NS NL
Chromium < 0.005 9.8 NA NA <0.005 10 100 NS NL
Copper < 0.01 < 0.01 NA NA 64.2 1,000 1,300*NS NL
Lead < 0.005 26.1 <0.0055 <0.0055 28.3 15 15*NS NL
Manganese 591 7,150 67.8 277.0 <0.015 50 50**NS NL
Nickel < 0.01 < 0.01 NA NA <0.01 100 NS NS NL
Selenium < 0.01 < 0.01 NA NA <0.01 20 50 NS NL
Silver < 0.005 < 0.005 NA NA <0.005 20 100**NS NL
Thallium < 0.01 < 0.01 NA NA <0.01 0.2 2 NS NL
Zinc < 0.05 < 0.05 NA NA 117 1,000 5,000**NS NL
Mercury < 0.0002 < 0.0002 NA NA < 0.0002 1 2 0.134 0.563
Notes:
1) NCAC 02L Groundwater Quality Standards and Interim Maximum Allowable Concentrations (April 2013)
2) Division of Waste Management Residential Vapor Intrusion Groundwater Screening Level (June 2014)
3) Division of Waste Management Non-Residential Vapor Intrusion Groundwater Screening Level (June 2014)
4) Bold indicates exceedance of NC 2L Groundwater Standard
5) Groundwater sample collected from WSW-1 analyzed for SVOCs by EPA Method 8270D. Remaining groundwater samples analyzed for PAHs by EPA Method 8270D
EPA=Environmental Protection Agency; MCLs=Maximum Contaminant Levels; NA=Not Analyzed; NS=No Standard; VOCs = Volatile Organic Compounds; PAHs = Polynuclear Aromatic Hydrocarbons; SVOCs = Semi-Volatile Organic Compounds; and HSL= Hazardous Substance List
Screening Criteria Groundwater Samples
2L Groundwater Quality
Standard1
DWM Residential Groundwater VI
Screening Level2
DWM Non-Residential Groundwater VI
Screening Level3EPA Drinking Water MCLs
TITLE
PROJECT
SITE LOCATION MAP
ADDCO FACILITY
NEWLAND, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE NO:
8-20-14 0
1FCB-014
0 2000 4000
APPROXIMATE
SCALE IN FEETN
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
NEWLAND, NC 1994 2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
SITE
Approximate Location of
Water Supply Well

Appendix A
Analytical Data

ANALYTICAL REPORT
TestAmerica Laboratories, Inc.
TestAmerica Nashville
2960 Foster Creighton Drive
Nashville, TN 37204
Tel: [phone]
TestAmerica Job ID: 490-70180-1
TestAmerica Sample Delivery Group: FCB.014
Client Project/Site: ADDCO Facility
For:
Hart & Hickman, PC
2923 S Tryon Street
Suite 100
Charlotte, North Carolina 28203
Attn: Matt Ingalls
Authorized for release by:
1/21/2015 3:13:56 PM
Ken Hayes, Project Manager II
[phone]
[e-mail]
The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited
parameters, exceptions are noted in this report. This report may not be reproduced except in full,
and with written approval from the laboratory. For questions please contact the Project Manager
at the e-mail address or telephone number listed on this page.
This report has been electronically signed and authorized by the signatory. Electronic signature is
intended to be the legally binding equivalent of a traditionally handwritten signature.
Results relate only to the items tested and the sample(s) as received by the laboratory.
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Table of Contents
Client: Hart & Hickman, PC
Project/Site: ADDCO Facility
TestAmerica Job ID: 490-70180-1
SDG: FCB.014
Page 2 of 39 TestAmerica Nashville1/21/2015
Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1
Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2
Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3
Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
Definitions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .6
QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16
QC Association . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32
Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .34
Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .35
Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .36
Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .37
Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .39
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Sample Summary
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID Client Sample ID ReceivedCollectedMatrix
490-70180-1 TMW-4 Water 01/09/15 11:40 01/10/15 08:45
490-70180-2 TMW-3 Water 01/09/15 12:45 01/10/15 08:45
490-70180-3 WSW-1 Water 01/09/15 13:25 01/10/15 08:45
TestAmerica Nashville
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Case Narrative
Client: Hart & Hickman, PC TestAmerica Job ID: 490-70180-1
Project/Site: ADDCO Facility SDG: FCB.014
Job ID: 490-70180-1
Laboratory: TestAmerica Nashville
Narrative
Job Narrative
490-70180-1
Comments
No additional comments.
Receipt
The samples were received on 1/10/2015 8:45 AM; the samples arrived in good condition, properly preserved and, where required, on ice.
The temperature of the cooler at receipt was 2.7º C.
GC/MS VOA
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
GC/MS Semi VOA
Method(s) 8270D: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate/sample duplicate
(MS/MSD/DUP) associated with batches 219917 and 219903.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
Metals
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
Organic Prep
Method(s) 3510C: Insufficient sample volume was available to perform a matrix spike/matrix spike duplicate/sample duplicate
(MS/MSD/DUP) associated with batch 219917 and 219903.
No additional analytical or quality issues were noted, other than those described above or in the Definitions/Glossary page.
VOA Prep
No analytical or quality issues were noted, other than those described in the Definitions/Glossary page.
TestAmerica NashvillePage 4 of 39 1/21/2015
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Definitions/Glossary
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Qualifiers
GC/MS VOA
Qualifier Description
F2 MS/MSD RPD exceeds control limits
Qualifier
Metals
Qualifier Description
F1 MS and/or MSD Recovery exceeds the control limits
Qualifier
Glossary
These commonly used abbreviations may or may not be present in this report.
¤Listed under the "D" column to designate that the result is reported on a dry weight basis
Abbreviation
%R Percent Recovery
CFL Contains Free Liquid
CNF Contains no Free Liquid
DER Duplicate error ratio (normalized absolute difference)
Dil Fac Dilution Factor
DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction, or additional Initial metals/anion analysis of the sample
DLC Decision level concentration
MDA Minimum detectable activity
EDL Estimated Detection Limit
MDC Minimum detectable concentration
MDL Method Detection Limit
ML Minimum Level (Dioxin)
NC Not Calculated
ND Not detected at the reporting limit (or MDL or EDL if shown)
PQL Practical Quantitation Limit
QC Quality Control
RER Relative error ratio
RL Reporting Limit or Requested Limit (Radiochemistry)
RPD Relative Percent Difference, a measure of the relative difference between two points
TEF Toxicity Equivalent Factor (Dioxin)
TEQ Toxicity Equivalent Quotient (Dioxin)
TestAmerica Nashville
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-1Client Sample ID: TMW-4
Matrix: WaterDate Collected: 01/09/15 11:40
Date Received: 01/10/15 08:45
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone ND 25.0 ug/L 01/13/15 20:08 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 01/13/15 20:08 1BenzeneND
1.00 ug/L 01/13/15 20:08 1BromobenzeneND
1.00 ug/L 01/13/15 20:08 1BromochloromethaneND
1.00 ug/L 01/13/15 20:08 1BromodichloromethaneND
1.00 ug/L 01/13/15 20:08 1BromoformND
1.00 ug/L 01/13/15 20:08 1BromomethaneND
50.0 ug/L 01/13/15 20:08 12-Butanone (MEK)ND
1.00 ug/L 01/13/15 20:08 1Carbon disulfide ND
1.00 ug/L 01/13/15 20:08 1Carbon tetrachloride ND
1.00 ug/L 01/13/15 20:08 1ChlorobenzeneND
1.00 ug/L 01/13/15 20:08 1ChlorodibromomethaneND
1.00 ug/L 01/13/15 20:08 1ChloroethaneND
1.00 ug/L 01/13/15 20:08 1ChloroformND
1.00 ug/L 01/13/15 20:08 1ChloromethaneND
1.00 ug/L 01/13/15 20:08 12-Chlorotoluene ND
1.00 ug/L 01/13/15 20:08 14-Chlorotoluene ND
1.00 ug/L 01/13/15 20:08 1cis-1,2-Dichloroethene ND
1.00 ug/L 01/13/15 20:08 1cis-1,3-Dichloropropene ND
10.0 ug/L 01/13/15 20:08 11,2-Dibromo-3-Chloropropane ND
1.00 ug/L 01/13/15 20:08 11,2-Dibromoethane (EDB)ND
1.00 ug/L 01/13/15 20:08 1DibromomethaneND
1.00 ug/L 01/13/15 20:08 11,2-Dichlorobenzene ND
1.00 ug/L 01/13/15 20:08 11,3-Dichlorobenzene ND
1.00 ug/L 01/13/15 20:08 11,4-Dichlorobenzene ND
1.00 ug/L 01/13/15 20:08 1DichlorodifluoromethaneND
1.00 ug/L 01/13/15 20:08 11,1-Dichloroethane ND
1.00 ug/L 01/13/15 20:08 11,2-Dichloroethane ND
1.00 ug/L 01/13/15 20:08 11,1-Dichloroethene ND
1.00 ug/L 01/13/15 20:08 11,2-Dichloroethene, Total ND
1.00 ug/L 01/13/15 20:08 11,2-Dichloropropane ND
1.00 ug/L 01/13/15 20:08 11,3-Dichloropropane ND
1.00 ug/L 01/13/15 20:08 12,2-Dichloropropane ND
1.00 ug/L 01/13/15 20:08 11,1-Dichloropropene ND
2.00 ug/L 01/13/15 20:08 1Diisopropyl ether ND
1.00 ug/L 01/13/15 20:08 1EthylbenzeneND
2.00 ug/L 01/13/15 20:08 1HexachlorobutadieneND
10.0 ug/L 01/13/15 20:08 12-Hexanone ND
1.00 ug/L 01/13/15 20:08 1IsopropylbenzeneND
5.00 ug/L 01/13/15 20:08 1Methylene Chloride ND
10.0 ug/L 01/13/15 20:08 14-Methyl-2-pentanone (MIBK)ND
1.00 ug/L 01/13/15 20:08 1Methyl tert-butyl ether ND
5.00 ug/L 01/13/15 20:08 1NaphthaleneND
1.00 ug/L 01/13/15 20:08 1n-Butylbenzene ND
1.00 ug/L 01/13/15 20:08 1N-Propylbenzene ND
1.00 ug/L 01/13/15 20:08 1p-Isopropyltoluene ND
1.00 ug/L 01/13/15 20:08 1sec-Butylbenzene ND
1.00 ug/L 01/13/15 20:08 1StyreneND
1.00 ug/L 01/13/15 20:08 1tert-Butylbenzene ND
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-1Client Sample ID: TMW-4
Matrix: WaterDate Collected: 01/09/15 11:40
Date Received: 01/10/15 08:45
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,1,1,2-Tetrachloroethane ND 1.00 ug/L 01/13/15 20:08 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 01/13/15 20:08 11,1,2,2-Tetrachloroethane ND
1.00 ug/L 01/13/15 20:08 1TetrachloroetheneND
1.00 ug/L 01/13/15 20:08 1Toluene1.64
1.00 ug/L 01/13/15 20:08 1trans-1,2-Dichloroethene ND
1.00 ug/L 01/13/15 20:08 1trans-1,3-Dichloropropene ND
1.00 ug/L 01/13/15 20:08 11,2,3-Trichlorobenzene ND
1.00 ug/L 01/13/15 20:08 11,2,4-Trichlorobenzene ND
1.00 ug/L 01/13/15 20:08 11,1,1-Trichloroethane ND
1.00 ug/L 01/13/15 20:08 11,1,2-Trichloroethane ND
1.00 ug/L 01/13/15 20:08 1TrichloroetheneND
1.00 ug/L 01/13/15 20:08 1TrichlorofluoromethaneND
1.00 ug/L 01/13/15 20:08 11,2,3-Trichloropropane ND
1.00 ug/L 01/13/15 20:08 11,2,4-Trimethylbenzene 1.87
1.00 ug/L 01/13/15 20:08 11,3,5-Trimethylbenzene ND
1.00 ug/L 01/13/15 20:08 1Vinyl chloride ND
2.00 ug/L 01/13/15 20:08 1Xylenes, Total 2.44
4-Bromofluorobenzene (Surr)86 70-130 01/13/15 20:08 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)116 01/13/15 20:08 170-130
1,2-Dichloroethane-d4 (Surr)105 01/13/15 20:08 170-130
Toluene-d8 (Surr)106 01/13/15 20:08 170-130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
RL MDL
Acenaphthene ND 1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1AcenaphthyleneND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1AnthraceneND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Benzo[a]anthracene ND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Benzo[a]pyrene ND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Benzo[b]fluoranthene ND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Benzo[g,h,i]perylene ND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Benzo[k]fluoranthene ND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1ChryseneND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Dibenz(a,h)anthracene ND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1FluorantheneND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1FluoreneND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Indeno[1,2,3-cd]pyrene ND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1Naphthalene1.94
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1PhenanthreneND
1.61 ug/L 01/13/15 08:23 01/14/15 14:44 1PyreneND
2-Fluorobiphenyl (Surr)65 29-120 01/13/15 08:23 01/14/15 14:44 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Nitrobenzene-d5 (Surr)64 01/13/15 08:23 01/14/15 14:44 127-120
Terphenyl-d14 (Surr)74 01/13/15 08:23 01/14/15 14:44 113-120
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-1Client Sample ID: TMW-4
Matrix: WaterDate Collected: 01/09/15 11:40
Date Received: 01/10/15 08:45
Method: 6010C - Metals (ICP)
RL MDL
Manganese 0.277 0.0150 mg/L 01/13/15 07:42 01/13/15 15:43 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00500 mg/L 01/13/15 07:42 01/13/15 15:43 1LeadND
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-2Client Sample ID: TMW-3
Matrix: WaterDate Collected: 01/09/15 12:45
Date Received: 01/10/15 08:45
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone ND 25.0 ug/L 01/13/15 20:36 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 01/13/15 20:36 1BenzeneND
1.00 ug/L 01/13/15 20:36 1BromobenzeneND
1.00 ug/L 01/13/15 20:36 1BromochloromethaneND
1.00 ug/L 01/13/15 20:36 1BromodichloromethaneND
1.00 ug/L 01/13/15 20:36 1BromoformND
1.00 ug/L 01/13/15 20:36 1BromomethaneND
50.0 ug/L 01/13/15 20:36 12-Butanone (MEK)ND
1.00 ug/L 01/13/15 20:36 1Carbon disulfide ND
1.00 ug/L 01/13/15 20:36 1Carbon tetrachloride ND
1.00 ug/L 01/13/15 20:36 1ChlorobenzeneND
1.00 ug/L 01/13/15 20:36 1ChlorodibromomethaneND
1.00 ug/L 01/13/15 20:36 1ChloroethaneND
1.00 ug/L 01/13/15 20:36 1ChloroformND
1.00 ug/L 01/13/15 20:36 1ChloromethaneND
1.00 ug/L 01/13/15 20:36 12-Chlorotoluene ND
1.00 ug/L 01/13/15 20:36 14-Chlorotoluene ND
1.00 ug/L 01/13/15 20:36 1cis-1,2-Dichloroethene ND
1.00 ug/L 01/13/15 20:36 1cis-1,3-Dichloropropene ND
10.0 ug/L 01/13/15 20:36 11,2-Dibromo-3-Chloropropane ND
1.00 ug/L 01/13/15 20:36 11,2-Dibromoethane (EDB)ND
1.00 ug/L 01/13/15 20:36 1DibromomethaneND
1.00 ug/L 01/13/15 20:36 11,2-Dichlorobenzene ND
1.00 ug/L 01/13/15 20:36 11,3-Dichlorobenzene ND
1.00 ug/L 01/13/15 20:36 11,4-Dichlorobenzene ND
1.00 ug/L 01/13/15 20:36 1DichlorodifluoromethaneND
1.00 ug/L 01/13/15 20:36 11,1-Dichloroethane ND
1.00 ug/L 01/13/15 20:36 11,2-Dichloroethane ND
1.00 ug/L 01/13/15 20:36 11,1-Dichloroethene ND
1.00 ug/L 01/13/15 20:36 11,2-Dichloroethene, Total ND
1.00 ug/L 01/13/15 20:36 11,2-Dichloropropane ND
1.00 ug/L 01/13/15 20:36 11,3-Dichloropropane ND
1.00 ug/L 01/13/15 20:36 12,2-Dichloropropane ND
1.00 ug/L 01/13/15 20:36 11,1-Dichloropropene ND
2.00 ug/L 01/13/15 20:36 1Diisopropyl ether ND
1.00 ug/L 01/13/15 20:36 1EthylbenzeneND
2.00 ug/L 01/13/15 20:36 1HexachlorobutadieneND
10.0 ug/L 01/13/15 20:36 12-Hexanone ND
1.00 ug/L 01/13/15 20:36 1IsopropylbenzeneND
5.00 ug/L 01/13/15 20:36 1Methylene Chloride ND
10.0 ug/L 01/13/15 20:36 14-Methyl-2-pentanone (MIBK)ND
1.00 ug/L 01/13/15 20:36 1Methyl tert-butyl ether ND
5.00 ug/L 01/13/15 20:36 1NaphthaleneND
1.00 ug/L 01/13/15 20:36 1n-Butylbenzene ND
1.00 ug/L 01/13/15 20:36 1N-Propylbenzene ND
1.00 ug/L 01/13/15 20:36 1p-Isopropyltoluene ND
1.00 ug/L 01/13/15 20:36 1sec-Butylbenzene ND
1.00 ug/L 01/13/15 20:36 1StyreneND
1.00 ug/L 01/13/15 20:36 1tert-Butylbenzene ND
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-2Client Sample ID: TMW-3
Matrix: WaterDate Collected: 01/09/15 12:45
Date Received: 01/10/15 08:45
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,1,1,2-Tetrachloroethane ND 1.00 ug/L 01/13/15 20:36 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 01/13/15 20:36 11,1,2,2-Tetrachloroethane ND
1.00 ug/L 01/13/15 20:36 1TetrachloroetheneND
1.00 ug/L 01/13/15 20:36 1TolueneND
1.00 ug/L 01/13/15 20:36 1trans-1,2-Dichloroethene ND
1.00 ug/L 01/13/15 20:36 1trans-1,3-Dichloropropene ND
1.00 ug/L 01/13/15 20:36 11,2,3-Trichlorobenzene ND
1.00 ug/L 01/13/15 20:36 11,2,4-Trichlorobenzene ND
1.00 ug/L 01/13/15 20:36 11,1,1-Trichloroethane ND
1.00 ug/L 01/13/15 20:36 11,1,2-Trichloroethane ND
1.00 ug/L 01/13/15 20:36 1TrichloroetheneND
1.00 ug/L 01/13/15 20:36 1TrichlorofluoromethaneND
1.00 ug/L 01/13/15 20:36 11,2,3-Trichloropropane ND
1.00 ug/L 01/13/15 20:36 11,2,4-Trimethylbenzene ND
1.00 ug/L 01/13/15 20:36 11,3,5-Trimethylbenzene ND
1.00 ug/L 01/13/15 20:36 1Vinyl chloride ND
2.00 ug/L 01/13/15 20:36 1Xylenes, Total ND
4-Bromofluorobenzene (Surr)87 70-130 01/13/15 20:36 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)104 01/13/15 20:36 170-130
1,2-Dichloroethane-d4 (Surr)98 01/13/15 20:36 170-130
Toluene-d8 (Surr)105 01/13/15 20:36 170-130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
RL MDL
Acenaphthene ND 1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1AcenaphthyleneND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1AnthraceneND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1Benzo[a]anthracene ND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1Benzo[a]pyrene ND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1Benzo[b]fluoranthene ND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1Benzo[g,h,i]perylene ND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1Benzo[k]fluoranthene ND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1ChryseneND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1Dibenz(a,h)anthracene ND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1FluorantheneND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1FluoreneND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1Indeno[1,2,3-cd]pyrene ND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1NaphthaleneND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1PhenanthreneND
1.61 ug/L 01/13/15 08:23 01/14/15 15:06 1PyreneND
2-Fluorobiphenyl (Surr)66 29-120 01/13/15 08:23 01/14/15 15:06 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Nitrobenzene-d5 (Surr)59 01/13/15 08:23 01/14/15 15:06 127-120
Terphenyl-d14 (Surr)74 01/13/15 08:23 01/14/15 15:06 113-120
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-2Client Sample ID: TMW-3
Matrix: WaterDate Collected: 01/09/15 12:45
Date Received: 01/10/15 08:45
Method: 6010C - Metals (ICP)
RL MDL
Manganese 0.0578 0.0150 mg/L 01/13/15 07:42 01/13/15 15:47 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.00500 mg/L 01/13/15 07:42 01/13/15 15:47 1LeadND
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-3Client Sample ID: WSW-1
Matrix: WaterDate Collected: 01/09/15 13:25
Date Received: 01/10/15 08:45
Method: 8260B - Volatile Organic Compounds (GC/MS)
RL MDL
Acetone ND 25.0 ug/L 01/13/15 14:26 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 01/13/15 14:26 1BenzeneND
1.00 ug/L 01/13/15 14:26 1BromobenzeneND
1.00 ug/L 01/13/15 14:26 1BromochloromethaneND
1.00 ug/L 01/13/15 14:26 1BromodichloromethaneND
1.00 ug/L 01/13/15 14:26 1BromoformND
1.00 ug/L 01/13/15 14:26 1BromomethaneND
50.0 ug/L 01/13/15 14:26 12-Butanone (MEK)ND
1.00 ug/L 01/13/15 14:26 1Carbon disulfide ND
1.00 ug/L 01/13/15 14:26 1Carbon tetrachloride ND
1.00 ug/L 01/13/15 14:26 1ChlorobenzeneND
1.00 ug/L 01/13/15 14:26 1ChlorodibromomethaneND
1.00 ug/L 01/13/15 14:26 1ChloroethaneND
1.00 ug/L 01/13/15 14:26 1ChloroformND
1.00 ug/L 01/13/15 14:26 1ChloromethaneND
1.00 ug/L 01/13/15 14:26 12-Chlorotoluene ND
1.00 ug/L 01/13/15 14:26 14-Chlorotoluene ND
1.00 ug/L 01/13/15 14:26 1cis-1,2-Dichloroethene ND
1.00 ug/L 01/13/15 14:26 1cis-1,3-Dichloropropene ND
10.0 ug/L 01/13/15 14:26 11,2-Dibromo-3-Chloropropane ND
1.00 ug/L 01/13/15 14:26 11,2-Dibromoethane (EDB)ND
1.00 ug/L 01/13/15 14:26 1DibromomethaneND
1.00 ug/L 01/13/15 14:26 11,2-Dichlorobenzene ND
1.00 ug/L 01/13/15 14:26 11,3-Dichlorobenzene ND
1.00 ug/L 01/13/15 14:26 11,4-Dichlorobenzene ND
1.00 ug/L 01/13/15 14:26 1DichlorodifluoromethaneND
1.00 ug/L 01/13/15 14:26 11,1-Dichloroethane ND
1.00 ug/L 01/13/15 14:26 11,2-Dichloroethane ND
1.00 ug/L 01/13/15 14:26 11,1-Dichloroethene ND
1.00 ug/L 01/13/15 14:26 11,2-Dichloroethene, Total ND
1.00 ug/L 01/13/15 14:26 11,2-Dichloropropane ND
1.00 ug/L 01/13/15 14:26 11,3-Dichloropropane ND
1.00 ug/L 01/13/15 14:26 12,2-Dichloropropane ND
1.00 ug/L 01/13/15 14:26 11,1-Dichloropropene ND
2.00 ug/L 01/13/15 14:26 1Diisopropyl ether ND
1.00 ug/L 01/13/15 14:26 1EthylbenzeneND
2.00 ug/L 01/13/15 14:26 1HexachlorobutadieneND
10.0 ug/L 01/13/15 14:26 12-Hexanone ND
1.00 ug/L 01/13/15 14:26 1IsopropylbenzeneND
5.00 ug/L 01/13/15 14:26 1Methylene Chloride ND
10.0 ug/L 01/13/15 14:26 14-Methyl-2-pentanone (MIBK)ND
1.00 ug/L 01/13/15 14:26 1Methyl tert-butyl ether ND
5.00 ug/L 01/13/15 14:26 1NaphthaleneND
1.00 ug/L 01/13/15 14:26 1n-Butylbenzene ND
1.00 ug/L 01/13/15 14:26 1N-Propylbenzene ND
1.00 ug/L 01/13/15 14:26 1p-Isopropyltoluene ND
1.00 ug/L 01/13/15 14:26 1sec-Butylbenzene ND
1.00 ug/L 01/13/15 14:26 1StyreneND
1.00 ug/L 01/13/15 14:26 1tert-Butylbenzene ND
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-3Client Sample ID: WSW-1
Matrix: WaterDate Collected: 01/09/15 13:25
Date Received: 01/10/15 08:45
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,1,1,2-Tetrachloroethane ND 1.00 ug/L 01/13/15 14:26 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
1.00 ug/L 01/13/15 14:26 11,1,2,2-Tetrachloroethane ND
1.00 ug/L 01/13/15 14:26 1TetrachloroetheneND
1.00 ug/L 01/13/15 14:26 1TolueneND
1.00 ug/L 01/13/15 14:26 1trans-1,2-Dichloroethene ND
1.00 ug/L 01/13/15 14:26 1trans-1,3-Dichloropropene ND
1.00 ug/L 01/13/15 14:26 11,2,3-Trichlorobenzene ND
1.00 ug/L 01/13/15 14:26 11,2,4-Trichlorobenzene ND
1.00 ug/L 01/13/15 14:26 11,1,1-Trichloroethane ND
1.00 ug/L 01/13/15 14:26 11,1,2-Trichloroethane ND
1.00 ug/L 01/13/15 14:26 1TrichloroetheneND
1.00 ug/L 01/13/15 14:26 1TrichlorofluoromethaneND
1.00 ug/L 01/13/15 14:26 11,2,3-Trichloropropane ND
1.00 ug/L 01/13/15 14:26 11,2,4-Trimethylbenzene ND
1.00 ug/L 01/13/15 14:26 11,3,5-Trimethylbenzene ND
1.00 ug/L 01/13/15 14:26 1Vinyl chloride ND
2.00 ug/L 01/13/15 14:26 1Xylenes, Total ND
4-Bromofluorobenzene (Surr)88 70-130 01/13/15 14:26 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Dibromofluoromethane (Surr)105 01/13/15 14:26 170-130
1,2-Dichloroethane-d4 (Surr)93 01/13/15 14:26 170-130
Toluene-d8 (Surr)93 01/13/15 14:26 170-130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
RL MDL
Acenaphthene ND 2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1AcenaphthyleneND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1AnthraceneND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1Benzo[a]anthracene ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1Benzo[a]pyrene ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1Benzo[b]fluoranthene ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1Benzo[g,h,i]perylene ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1Benzo[k]fluoranthene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Bis(2-chloroethoxy)methane ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Bis(2-chloroethyl)ether ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1bis (2-chloroisopropyl) ether ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Bis(2-ethylhexyl) phthalate ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 14-Bromophenyl phenyl ether ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Butyl benzyl phthalate ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1CarbazoleND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 14-Chloroaniline ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 14-Chloro-3-methylphenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12-Chloronaphthalene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12-Chlorophenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 14-Chlorophenyl phenyl ether ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1ChryseneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1CresolsND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1Dibenz(a,h)anthracene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1DibenzofuranND
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-3Client Sample ID: WSW-1
Matrix: WaterDate Collected: 01/09/15 13:25
Date Received: 01/10/15 08:45
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
RL MDL
1,2-Dichlorobenzene ND 10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 11,3-Dichlorobenzene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 11,4-Dichlorobenzene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 13,3'-Dichlorobenzidine ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12,4-Dichlorophenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Diethyl phthalate ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12,4-Dimethylphenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Dimethyl phthalate ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Di-n-butyl phthalate ND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 14,6-Dinitro-2-methylphenol ND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 12,4-Dinitrophenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12,4-Dinitrotoluene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12,6-Dinitrotoluene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1Di-n-octyl phthalate ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1FluorantheneND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1FluoreneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1HexachlorobenzeneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1HexachlorobutadieneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1HexachlorocyclopentadieneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1HexachloroethaneND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1Indeno[1,2,3-cd]pyrene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1IsophoroneND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 11-Methylnaphthalene ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 12-Methylnaphthalene ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12-Methylphenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 13 & 4 Methylphenol ND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1NaphthaleneND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 12-Nitroaniline ND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 13-Nitroaniline ND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 14-Nitroaniline ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1NitrobenzeneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12-Nitrophenol ND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 14-Nitrophenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1N-Nitrosodi-n-propylamine ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1n-Nitrosodiphenylamine(as
diphenylamine)
ND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 1PentachlorophenolND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1PhenanthreneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 1PhenolND
2.04 ug/L 01/13/15 07:26 01/21/15 01:45 1PyreneND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 11,2,4-Trichlorobenzene ND
25.5 ug/L 01/13/15 07:26 01/21/15 01:45 12,4,5-Trichlorophenol ND
10.2 ug/L 01/13/15 07:26 01/21/15 01:45 12,4,6-Trichlorophenol ND
2-Fluorobiphenyl (Surr)60 29-120 01/13/15 07:26 01/21/15 01:45 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
2-Fluorophenol (Surr)34 01/13/15 07:26 01/21/15 01:45 110-120
Nitrobenzene-d5 (Surr)57 01/13/15 07:26 01/21/15 01:45 127-120
Phenol-d5 (Surr)23 01/13/15 07:26 01/21/15 01:45 110-120
Terphenyl-d14 (Surr)63 01/13/15 07:26 01/21/15 01:45 113-120
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Client Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Lab Sample ID: 490-70180-3Client Sample ID: WSW-1
Matrix: WaterDate Collected: 01/09/15 13:25
Date Received: 01/10/15 08:45
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
2,4,6-Tribromophenol (Surr)66 10-120 01/13/15 07:26 01/21/15 01:45 1
Surrogate Dil FacAnalyzedPreparedQualifier Limits%Recovery
Method: 6010C - Metals (ICP)
RL MDL
Antimony ND 0.0100 mg/L 01/13/15 07:42 01/13/15 15:52 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
0.0100 mg/L 01/13/15 07:42 01/13/15 15:52 1ArsenicND
0.00400 mg/L 01/13/15 07:42 01/13/15 15:52 1BerylliumND
0.00100 mg/L 01/13/15 07:42 01/13/15 15:52 1CadmiumND
0.00500 mg/L 01/13/15 07:42 01/13/15 15:52 1ChromiumND
0.0100 mg/L 01/13/15 07:42 01/13/15 15:52 1Copper0.0542
0.00500 mg/L 01/13/15 07:42 01/13/15 15:52 1Lead0.0283
0.0150 mg/L 01/13/15 07:42 01/13/15 15:52 1ManganeseND
0.0100 mg/L 01/13/15 07:42 01/13/15 15:52 1NickelND
0.0100 mg/L 01/13/15 07:42 01/13/15 15:52 1SeleniumND
0.00500 mg/L 01/13/15 07:42 01/13/15 15:52 1SilverND
0.0100 mg/L 01/16/15 08:12 01/19/15 15:39 1ThalliumND
0.0500 mg/L 01/13/15 07:42 01/13/15 15:52 1Zinc0.117
Method: 7470A - Mercury (CVAA)
RL MDL
Mercury ND 0.00200 mg/L 01/14/15 10:48 01/15/15 18:55 1
Analyte Dil FacAnalyzedPreparedUnitDResult Qualifier
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8260B - Volatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 490-219934/7
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
RL MDL
Acetone ND 25.0 ug/L 01/13/15 12:04 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.00 ug/L 01/13/15 12:04 1Benzene
ND 1.00 ug/L 01/13/15 12:04 1Bromobenzene
ND 1.00 ug/L 01/13/15 12:04 1Bromochloromethane
ND 1.00 ug/L 01/13/15 12:04 1Bromodichloromethane
ND 1.00 ug/L 01/13/15 12:04 1Bromoform
ND 1.00 ug/L 01/13/15 12:04 1Bromomethane
ND 50.0 ug/L 01/13/15 12:04 12-Butanone (MEK)
ND 1.00 ug/L 01/13/15 12:04 1Carbon disulfide
ND 1.00 ug/L 01/13/15 12:04 1Carbon tetrachloride
ND 1.00 ug/L 01/13/15 12:04 1Chlorobenzene
ND 1.00 ug/L 01/13/15 12:04 1Chlorodibromomethane
ND 1.00 ug/L 01/13/15 12:04 1Chloroethane
ND 1.00 ug/L 01/13/15 12:04 1Chloroform
ND 1.00 ug/L 01/13/15 12:04 1Chloromethane
ND 1.00 ug/L 01/13/15 12:04 12-Chlorotoluene
ND 1.00 ug/L 01/13/15 12:04 14-Chlorotoluene
ND 1.00 ug/L 01/13/15 12:04 1cis-1,2-Dichloroethene
ND 1.00 ug/L 01/13/15 12:04 1cis-1,3-Dichloropropene
ND 10.0 ug/L 01/13/15 12:04 11,2-Dibromo-3-Chloropropane
ND 1.00 ug/L 01/13/15 12:04 11,2-Dibromoethane (EDB)
ND 1.00 ug/L 01/13/15 12:04 1Dibromomethane
ND 1.00 ug/L 01/13/15 12:04 11,2-Dichlorobenzene
ND 1.00 ug/L 01/13/15 12:04 11,3-Dichlorobenzene
ND 1.00 ug/L 01/13/15 12:04 11,4-Dichlorobenzene
ND 1.00 ug/L 01/13/15 12:04 1Dichlorodifluoromethane
ND 1.00 ug/L 01/13/15 12:04 11,1-Dichloroethane
ND 1.00 ug/L 01/13/15 12:04 11,2-Dichloroethane
ND 1.00 ug/L 01/13/15 12:04 11,1-Dichloroethene
ND 1.00 ug/L 01/13/15 12:04 11,2-Dichloroethene, Total
ND 1.00 ug/L 01/13/15 12:04 11,2-Dichloropropane
ND 1.00 ug/L 01/13/15 12:04 11,3-Dichloropropane
ND 1.00 ug/L 01/13/15 12:04 12,2-Dichloropropane
ND 1.00 ug/L 01/13/15 12:04 11,1-Dichloropropene
ND 2.00 ug/L 01/13/15 12:04 1Diisopropyl ether
ND 1.00 ug/L 01/13/15 12:04 1Ethylbenzene
ND 2.00 ug/L 01/13/15 12:04 1Hexachlorobutadiene
ND 10.0 ug/L 01/13/15 12:04 12-Hexanone
ND 1.00 ug/L 01/13/15 12:04 1Isopropylbenzene
ND 5.00 ug/L 01/13/15 12:04 1Methylene Chloride
ND 10.0 ug/L 01/13/15 12:04 14-Methyl-2-pentanone (MIBK)
ND 1.00 ug/L 01/13/15 12:04 1Methyl tert-butyl ether
ND 5.00 ug/L 01/13/15 12:04 1Naphthalene
ND 1.00 ug/L 01/13/15 12:04 1n-Butylbenzene
ND 1.00 ug/L 01/13/15 12:04 1N-Propylbenzene
ND 1.00 ug/L 01/13/15 12:04 1p-Isopropyltoluene
ND 1.00 ug/L 01/13/15 12:04 1sec-Butylbenzene
ND 1.00 ug/L 01/13/15 12:04 1Styrene
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-219934/7
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
RL MDL
tert-Butylbenzene ND 1.00 ug/L 01/13/15 12:04 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 1.00 ug/L 01/13/15 12:04 11,1,1,2-Tetrachloroethane
ND 1.00 ug/L 01/13/15 12:04 11,1,2,2-Tetrachloroethane
ND 1.00 ug/L 01/13/15 12:04 1Tetrachloroethene
ND 1.00 ug/L 01/13/15 12:04 1Toluene
ND 1.00 ug/L 01/13/15 12:04 1trans-1,2-Dichloroethene
ND 1.00 ug/L 01/13/15 12:04 1trans-1,3-Dichloropropene
ND 1.00 ug/L 01/13/15 12:04 11,2,3-Trichlorobenzene
ND 1.00 ug/L 01/13/15 12:04 11,2,4-Trichlorobenzene
ND 1.00 ug/L 01/13/15 12:04 11,1,1-Trichloroethane
ND 1.00 ug/L 01/13/15 12:04 11,1,2-Trichloroethane
ND 1.00 ug/L 01/13/15 12:04 1Trichloroethene
ND 1.00 ug/L 01/13/15 12:04 1Trichlorofluoromethane
ND 1.00 ug/L 01/13/15 12:04 11,2,3-Trichloropropane
ND 1.00 ug/L 01/13/15 12:04 11,2,4-Trimethylbenzene
ND 1.00 ug/L 01/13/15 12:04 11,3,5-Trimethylbenzene
ND 1.00 ug/L 01/13/15 12:04 1Vinyl chloride
ND 2.00 ug/L 01/13/15 12:04 1Xylenes, Total
4-Bromofluorobenzene (Surr)89 70-130 01/13/15 12:04 1
MB MB
Surrogate Dil FacPrepared AnalyzedQualifier Limits%Recovery
106 01/13/15 12:04 1Dibromofluoromethane (Surr)70-130
96 01/13/15 12:04 11,2-Dichloroethane-d4 (Surr)70-130
103 01/13/15 12:04 1Toluene-d8 (Surr)70-130
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-219934/3
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
Acetone 250 181.3 ug/L 73 54 -145
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Benzene 50.0 50.00 ug/L 100 80 -121
Bromobenzene 50.0 55.07 ug/L 110 68 -130
Bromochloromethane 50.0 49.57 ug/L 99 78 -129
Bromodichloromethane 50.0 50.16 ug/L 100 75 -129
Bromoform 50.0 50.97 ug/L 102 46 -145
Bromomethane 50.0 43.21 ug/L 86 41 -150
2-Butanone (MEK)250 216.2 ug/L 86 62 -133
Carbon disulfide 50.0 41.15 ug/L 82 77 -126
Carbon tetrachloride 50.0 47.94 ug/L 96 64 -147
Chlorobenzene 50.0 54.55 ug/L 109 80 -120
Chlorodibromomethane 50.0 53.70 ug/L 107 69 -133
Chloroethane 50.0 46.54 ug/L 93 72 -120
Chloroform 50.0 46.52 ug/L 93 73 -129
Chloromethane 50.0 42.78 ug/L 86 12 -150
2-Chlorotoluene 50.0 59.24 ug/L 118 75 -126
4-Chlorotoluene 50.0 59.06 ug/L 118 75 -130
cis-1,2-Dichloroethene 50.0 48.80 ug/L 98 76 -125
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-219934/3
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
cis-1,3-Dichloropropene 50.0 54.48 ug/L 109 74 -140
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
1,2-Dibromo-3-Chloropropane 50.0 53.17 ug/L 106 54 -125
1,2-Dibromoethane (EDB)50.0 49.79 ug/L 100 80 -129
Dibromomethane 50.0 48.03 ug/L 96 71 -125
1,2-Dichlorobenzene 50.0 53.83 ug/L 108 80 -121
1,3-Dichlorobenzene 50.0 55.59 ug/L 111 80 -122
1,4-Dichlorobenzene 50.0 53.99 ug/L 108 80 -120
Dichlorodifluoromethane 50.0 48.32 ug/L 97 37 -127
1,1-Dichloroethane 50.0 44.54 ug/L 89 78 -125
1,2-Dichloroethane 50.0 45.42 ug/L 91 77 -121
1,1-Dichloroethene 50.0 43.78 ug/L 88 79 -124
1,2-Dichloroethene, Total 100 89.75 ug/L 90 78 -126
1,2-Dichloropropane 50.0 49.32 ug/L 99 75 -120
1,3-Dichloropropane 50.0 51.24 ug/L 102 80 -125
2,2-Dichloropropane 50.0 49.80 ug/L 100 43 -161
1,1-Dichloropropene 50.0 50.03 ug/L 100 80 -122
Diisopropyl ether 50.0 44.55 ug/L 89 61 -142
Ethylbenzene 50.0 55.83 ug/L 112 80 -130
Hexachlorobutadiene 50.0 54.72 ug/L 109 49 -146
2-Hexanone 250 239.7 ug/L 96 60 -142
Isopropylbenzene 50.0 52.83 ug/L 106 80 -141
Methylene Chloride 50.0 42.25 ug/L 84 79 -123
4-Methyl-2-pentanone (MIBK)250 237.5 ug/L 95 60 -137
Methyl tert-butyl ether 50.0 42.45 ug/L 85 72 -133
Naphthalene 50.0 53.94 ug/L 108 62 -138
n-Butylbenzene 50.0 54.77 ug/L 110 68 -132
N-Propylbenzene 50.0 61.23 ug/L 122 75 -129
p-Isopropyltoluene 50.0 56.45 ug/L 113 75 -128
sec-Butylbenzene 50.0 57.53 ug/L 115 76 -128
Styrene 50.0 56.25 ug/L 113 80 -127
tert-Butylbenzene 50.0 61.63 ug/L 123 76 -126
1,1,1,2-Tetrachloroethane 50.0 53.40 ug/L 107 74 -135
1,1,2,2-Tetrachloroethane 50.0 49.24 ug/L 98 69 -131
Tetrachloroethene 50.0 56.21 ug/L 112 80 -126
Toluene 50.0 55.85 ug/L 112 80 -126
trans-1,2-Dichloroethene 50.0 40.95 ug/L 82 79 -126
trans-1,3-Dichloropropene 50.0 53.45 ug/L 107 63 -134
1,2,3-Trichlorobenzene 50.0 60.71 ug/L 121 62 -133
1,2,4-Trichlorobenzene 50.0 53.01 ug/L 106 63 -133
1,1,1-Trichloroethane 50.0 49.39 ug/L 99 78 -135
1,1,2-Trichloroethane 50.0 50.95 ug/L 102 80 -124
Trichloroethene 50.0 52.24 ug/L 104 80 -123
Trichlorofluoromethane 50.0 43.58 ug/L 87 65 -124
1,2,3-Trichloropropane 50.0 51.55 ug/L 103 70 -131
1,2,4-Trimethylbenzene 50.0 56.61 ug/L 113 77 -126
1,3,5-Trimethylbenzene 50.0 56.52 ug/L 113 77 -127
Vinyl chloride 50.0 46.51 ug/L 93 68 -120
Xylenes, Total 100 110.6 ug/L 111 80 -132
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-219934/3
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
4-Bromofluorobenzene (Surr)70 -130
Surrogate
90
LCS LCS
Qualifier Limits%Recovery
101Dibromofluoromethane (Surr)70 -130
931,2-Dichloroethane-d4 (Surr)70 -130
106Toluene-d8 (Surr)70 -130
Client Sample ID: WSW-1Lab Sample ID: 490-70180-3 MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
Acetone ND 250 169.4 ug/L 68 45 -141
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Benzene ND 50.0 47.61 ug/L 95 75 -133
Bromobenzene ND 50.0 53.28 ug/L 107 60 -138
Bromochloromethane ND 50.0 51.17 ug/L 102 67 -139
Bromodichloromethane ND 50.0 51.40 ug/L 103 70 -140
Bromoform ND 50.0 49.23 ug/L 98 42 -147
Bromomethane ND 50.0 41.31 ug/L 83 16 -163
2-Butanone (MEK)ND 250 203.9 ug/L 82 50 -138
Carbon disulfide ND 50.0 44.08 ug/L 88 48 -152
Carbon tetrachloride ND 50.0 46.06 ug/L 92 62 -164
Chlorobenzene ND 50.0 54.32 ug/L 109 80 -129
Chlorodibromomethane ND 50.0 51.35 ug/L 103 66 -140
Chloroethane ND 50.0 49.15 ug/L 98 58 -137
Chloroform ND 50.0 48.40 ug/L 97 66 -138
Chloromethane ND 50.0 44.80 ug/L 90 10 -169
2-Chlorotoluene ND 50.0 60.15 ug/L 120 67 -138
4-Chlorotoluene ND 50.0 59.10 ug/L 118 69 -138
cis-1,2-Dichloroethene ND 50.0 49.38 ug/L 99 68 -138
cis-1,3-Dichloropropene ND 50.0 51.66 ug/L 103 71 -141
1,2-Dibromo-3-Chloropropane ND 50.0 48.70 ug/L 97 52 -126
1,2-Dibromoethane (EDB)ND 50.0 48.64 ug/L 97 75 -137
Dibromomethane ND 50.0 49.10 ug/L 98 58 -140
1,2-Dichlorobenzene ND 50.0 53.80 ug/L 108 79 -128
1,3-Dichlorobenzene ND 50.0 55.54 ug/L 111 77 -131
1,4-Dichlorobenzene ND 50.0 53.81 ug/L 108 78 -126
Dichlorodifluoromethane ND 50.0 49.99 ug/L 100 40 -127
1,1-Dichloroethane ND 50.0 48.95 ug/L 98 71 -139
1,2-Dichloroethane ND 50.0 43.52 ug/L 87 64 -136
1,1-Dichloroethene ND 50.0 52.09 ug/L 104 70 -142
1,2-Dichloroethene, Total ND 100 96.96 ug/L 97 60 -152
1,2-Dichloropropane ND 50.0 49.46 ug/L 99 67 -131
1,3-Dichloropropane ND 50.0 49.27 ug/L 99 72 -134
2,2-Dichloropropane ND 50.0 49.24 ug/L 98 37 -175
1,1-Dichloropropene ND 50.0 49.12 ug/L 98 76 -139
Diisopropyl ether ND 50.0 44.84 ug/L 90 10 -200
Ethylbenzene ND 50.0 57.02 ug/L 114 79 -139
Hexachlorobutadiene ND 50.0 56.79 ug/L 114 45 -155
2-Hexanone ND 250 210.7 ug/L 84 50 -150
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: WSW-1Lab Sample ID: 490-70180-3 MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
Isopropylbenzene ND 50.0 54.23 ug/L 108 80 -153
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Methylene Chloride ND 50.0 46.56 ug/L 93 64 -139
4-Methyl-2-pentanone (MIBK)ND 250 216.9 ug/L 87 50 -147
Methyl tert-butyl ether ND 50.0 45.64 ug/L 91 66 -141
Naphthalene ND 50.0 48.65 ug/L 97 55 -140
n-Butylbenzene ND 50.0 55.42 ug/L 111 66 -141
N-Propylbenzene ND 50.0 62.35 ug/L 125 69 -142
p-Isopropyltoluene ND 50.0 57.46 ug/L 115 71 -137
sec-Butylbenzene ND 50.0 58.75 ug/L 118 73 -138
Styrene ND 50.0 56.93 ug/L 114 61 -148
tert-Butylbenzene ND 50.0 62.81 ug/L 126 70 -138
1,1,1,2-Tetrachloroethane ND 50.0 53.73 ug/L 107 73 -141
1,1,2,2-Tetrachloroethane ND 50.0 46.59 ug/L 93 56 -143
Tetrachloroethene ND 50.0 59.12 ug/L 118 72 -145
Toluene ND 50.0 55.78 ug/L 112 75 -136
trans-1,2-Dichloroethene ND 50.0 47.58 ug/L 95 66 -143
trans-1,3-Dichloropropene ND 50.0 50.76 ug/L 102 59 -135
1,2,3-Trichlorobenzene ND 50.0 56.48 ug/L 113 55 -138
1,2,4-Trichlorobenzene ND 50.0 49.87 ug/L 100 60 -136
1,1,1-Trichloroethane ND 50.0 48.68 ug/L 97 76 -149
1,1,2-Trichloroethane ND 50.0 49.58 ug/L 99 74 -134
Trichloroethene ND 50.0 55.89 ug/L 112 73 -144
Trichlorofluoromethane ND 50.0 54.65 ug/L 109 58 -139
1,2,3-Trichloropropane ND 50.0 50.03 ug/L 100 53 -144
1,2,4-Trimethylbenzene ND 50.0 56.67 ug/L 113 69 -136
1,3,5-Trimethylbenzene ND 50.0 56.52 ug/L 113 69 -139
Vinyl chloride ND 50.0 49.17 ug/L 98 56 -129
Xylenes, Total ND 100 113.5 ug/L 114 74 -141
4-Bromofluorobenzene (Surr)70 -130
Surrogate
88
MS MS
Qualifier Limits%Recovery
97Dibromofluoromethane (Surr)70 -130
901,2-Dichloroethane-d4 (Surr)70 -130
104Toluene-d8 (Surr)70 -130
Client Sample ID: WSW-1Lab Sample ID: 490-70180-3 MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
Acetone ND 250 199.1 ug/L 80 45 -141 16 21
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Benzene ND 50.0 58.79 F2 ug/L 118 75 -133 21 17
Bromobenzene ND 50.0 57.31 ug/L 115 60 -138 7 20
Bromochloromethane ND 50.0 60.64 ug/L 121 67 -139 17 17
Bromodichloromethane ND 50.0 59.93 ug/L 120 70 -140 15 18
Bromoform ND 50.0 52.75 ug/L 105 42 -147 7 16
Bromomethane ND 50.0 53.91 ug/L 108 16 -163 26 50
2-Butanone (MEK)ND 250 219.7 ug/L 88 50 -138 7 19
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: WSW-1Lab Sample ID: 490-70180-3 MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
Carbon disulfide ND 50.0 55.58 F2 ug/L 111 48 -152 23 21
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Carbon tetrachloride ND 50.0 60.16 F2 ug/L 120 62 -164 27 19
Chlorobenzene ND 50.0 57.72 ug/L 115 80 -129 6 14
Chlorodibromomethane ND 50.0 55.10 ug/L 110 66 -140 7 15
Chloroethane ND 50.0 56.75 ug/L 114 58 -137 14 20
Chloroform ND 50.0 57.04 ug/L 114 66 -138 16 18
Chloromethane ND 50.0 53.90 ug/L 108 10 -169 18 31
2-Chlorotoluene ND 50.0 63.52 ug/L 127 67 -138 5 17
4-Chlorotoluene ND 50.0 62.63 ug/L 125 69 -138 6 18
cis-1,2-Dichloroethene ND 50.0 53.71 ug/L 107 68 -138 8 17
cis-1,3-Dichloropropene ND 50.0 54.91 ug/L 110 71 -141 6 15
1,2-Dibromo-3-Chloropropane ND 50.0 52.59 ug/L 105 52 -126 8 24
1,2-Dibromoethane (EDB)ND 50.0 51.79 ug/L 104 75 -137 6 15
Dibromomethane ND 50.0 57.52 ug/L 115 58 -140 16 16
1,2-Dichlorobenzene ND 50.0 57.16 ug/L 114 79 -128 6 15
1,3-Dichlorobenzene ND 50.0 58.74 ug/L 117 77 -131 6 15
1,4-Dichlorobenzene ND 50.0 56.92 ug/L 114 78 -126 6 15
Dichlorodifluoromethane ND 50.0 59.12 ug/L 118 40 -127 17 18
1,1-Dichloroethane ND 50.0 51.37 ug/L 103 71 -139 5 17
1,2-Dichloroethane ND 50.0 56.23 F2 ug/L 112 64 -136 25 17
1,1-Dichloroethene ND 50.0 56.83 ug/L 114 70 -142 9 17
1,2-Dichloroethene, Total ND 100 109.3 ug/L 109 60 -152 12 33
1,2-Dichloropropane ND 50.0 57.70 ug/L 115 67 -131 15 17
1,3-Dichloropropane ND 50.0 52.31 ug/L 105 72 -134 6 14
2,2-Dichloropropane ND 50.0 53.93 ug/L 108 37 -175 9 18
1,1-Dichloropropene ND 50.0 63.20 F2 ug/L 126 76 -139 25 17
Diisopropyl ether ND 50.0 50.71 ug/L 101 10 -200 12 50
Ethylbenzene ND 50.0 60.34 ug/L 121 79 -139 6 15
Hexachlorobutadiene ND 50.0 59.72 ug/L 119 45 -155 5 23
2-Hexanone ND 250 226.5 ug/L 91 50 -150 7 15
Isopropylbenzene ND 50.0 57.44 ug/L 115 80 -153 6 16
Methylene Chloride ND 50.0 55.12 ug/L 110 64 -139 17 17
4-Methyl-2-pentanone (MIBK)ND 250 235.1 ug/L 94 50 -147 8 17
Methyl tert-butyl ether ND 50.0 54.53 F2 ug/L 109 66 -141 18 16
Naphthalene ND 50.0 54.61 ug/L 109 55 -140 12 26
n-Butylbenzene ND 50.0 58.99 ug/L 118 66 -141 6 18
N-Propylbenzene ND 50.0 66.06 ug/L 132 69 -142 6 17
p-Isopropyltoluene ND 50.0 60.79 ug/L 122 71 -137 6 16
sec-Butylbenzene ND 50.0 62.48 ug/L 125 73 -138 6 16
Styrene ND 50.0 59.83 ug/L 120 61 -148 5 24
tert-Butylbenzene ND 50.0 66.73 ug/L 133 70 -138 6 16
1,1,1,2-Tetrachloroethane ND 50.0 56.95 ug/L 114 73 -141 6 16
1,1,2,2-Tetrachloroethane ND 50.0 49.69 ug/L 99 56 -143 6 20
Tetrachloroethene ND 50.0 61.66 ug/L 123 72 -145 4 16
Toluene ND 50.0 59.56 ug/L 119 75 -136 7 15
trans-1,2-Dichloroethene ND 50.0 55.61 ug/L 111 66 -143 16 16
trans-1,3-Dichloropropene ND 50.0 54.89 ug/L 110 59 -135 8 14
1,2,3-Trichlorobenzene ND 50.0 62.79 ug/L 126 55 -138 11 25
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8260B - Volatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: WSW-1Lab Sample ID: 490-70180-3 MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 219934
1,2,4-Trichlorobenzene ND 50.0 55.08 ug/L 110 60 -136 10 19
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
1,1,1-Trichloroethane ND 50.0 62.75 F2 ug/L 126 76 -149 25 17
1,1,2-Trichloroethane ND 50.0 52.83 ug/L 106 74 -134 6 15
Trichloroethene ND 50.0 64.99 ug/L 130 73 -144 15 17
Trichlorofluoromethane ND 50.0 63.03 ug/L 126 58 -139 14 18
1,2,3-Trichloropropane ND 50.0 52.70 ug/L 105 53 -144 5 19
1,2,4-Trimethylbenzene ND 50.0 59.08 ug/L 118 69 -136 4 16
1,3,5-Trimethylbenzene ND 50.0 59.14 ug/L 118 69 -139 5 17
Vinyl chloride ND 50.0 57.98 ug/L 116 56 -129 16 17
Xylenes, Total ND 100 119.0 ug/L 119 74 -141 5 15
4-Bromofluorobenzene (Surr)70 -130
Surrogate
87
MSD MSD
Qualifier Limits%Recovery
117Dibromofluoromethane (Surr)70 -130
1061,2-Dichloroethane-d4 (Surr)70 -130
104Toluene-d8 (Surr)70 -130
Method: 8270D - Semivolatile Organic Compounds (GC/MS)
Client Sample ID: Method BlankLab Sample ID: MB 490-219903/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
RL MDL
Acenaphthene ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Acenaphthylene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Anthracene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Benzo[a]anthracene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Benzo[a]pyrene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Benzo[b]fluoranthene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Benzo[g,h,i]perylene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Benzo[k]fluoranthene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Bis(2-chloroethoxy)methane
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Bis(2-chloroethyl)ether
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1bis (2-chloroisopropyl) ether
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Bis(2-ethylhexyl) phthalate
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 14-Bromophenyl phenyl ether
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Butyl benzyl phthalate
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Carbazole
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 14-Chloroaniline
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 14-Chloro-3-methylphenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12-Chloronaphthalene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12-Chlorophenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 14-Chlorophenyl phenyl ether
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Chrysene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Cresols
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Dibenz(a,h)anthracene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Dibenzofuran
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-219903/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
RL MDL
1,2-Dichlorobenzene ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 11,3-Dichlorobenzene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 11,4-Dichlorobenzene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 13,3'-Dichlorobenzidine
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12,4-Dichlorophenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Diethyl phthalate
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12,4-Dimethylphenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Dimethyl phthalate
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Di-n-butyl phthalate
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 14,6-Dinitro-2-methylphenol
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 12,4-Dinitrophenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12,4-Dinitrotoluene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12,6-Dinitrotoluene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Di-n-octyl phthalate
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Fluoranthene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Fluorene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Hexachlorobenzene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Hexachlorobutadiene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Hexachlorocyclopentadiene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Hexachloroethane
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Indeno[1,2,3-cd]pyrene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Isophorone
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 11-Methylnaphthalene
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 12-Methylnaphthalene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12-Methylphenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 13 & 4 Methylphenol
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Naphthalene
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 12-Nitroaniline
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 13-Nitroaniline
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 14-Nitroaniline
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Nitrobenzene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12-Nitrophenol
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 14-Nitrophenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1N-Nitrosodi-n-propylamine
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1n-Nitrosodiphenylamine(as
diphenylamine)
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Pentachlorophenol
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Phenanthrene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 1Phenol
ND 2.00 ug/L 01/13/15 07:26 01/20/15 23:07 1Pyrene
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 11,2,4-Trichlorobenzene
ND 25.0 ug/L 01/13/15 07:26 01/20/15 23:07 12,4,5-Trichlorophenol
ND 10.0 ug/L 01/13/15 07:26 01/20/15 23:07 12,4,6-Trichlorophenol
2-Fluorobiphenyl (Surr)66 29-120 01/20/15 23:07 1
MB MB
Surrogate
01/13/15 07:26
Dil FacPrepared AnalyzedQualifier Limits%Recovery
37 01/13/15 07:26 01/20/15 23:07 12-Fluorophenol (Surr)10-120
65 01/13/15 07:26 01/20/15 23:07 1Nitrobenzene-d5 (Surr)27-120
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Method BlankLab Sample ID: MB 490-219903/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
Phenol-d5 (Surr)24 10-120 01/20/15 23:07 1
MB MB
Surrogate
01/13/15 07:26
Dil FacPrepared AnalyzedQualifier Limits%Recovery
71 01/13/15 07:26 01/20/15 23:07 1Terphenyl-d14 (Surr)13-120
65 01/13/15 07:26 01/20/15 23:07 12,4,6-Tribromophenol (Surr)10-120
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-219903/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
Acenaphthene 50.0 35.43 ug/L 71 46 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Acenaphthylene 50.0 35.53 ug/L 71 48 -120
Anthracene 50.0 35.22 ug/L 70 58 -130
Benzo[a]anthracene 50.0 35.78 ug/L 72 57 -120
Benzo[a]pyrene 50.0 36.18 ug/L 72 57 -124
Benzo[b]fluoranthene 50.0 36.40 ug/L 73 51 -125
Benzo[g,h,i]perylene 50.0 39.61 ug/L 79 51 -123
Benzo[k]fluoranthene 50.0 37.41 ug/L 75 51 -120
Bis(2-chloroethoxy)methane 50.0 33.66 ug/L 67 44 -120
Bis(2-chloroethyl)ether 50.0 32.00 ug/L 64 47 -120
bis (2-chloroisopropyl) ether 50.0 30.78 ug/L 62 44 -120
Bis(2-ethylhexyl) phthalate 50.0 38.78 ug/L 78 47 -138
4-Bromophenyl phenyl ether 50.0 35.26 ug/L 71 47 -127
Butyl benzyl phthalate 50.0 37.78 ug/L 76 51 -146
Carbazole 50.0 34.98 ug/L 70 54 -123
4-Chloroaniline 50.0 34.21 ug/L 68 44 -120
4-Chloro-3-methylphenol 50.0 32.95 ug/L 66 44 -120
2-Chloronaphthalene 50.0 33.53 ug/L 67 39 -120
2-Chlorophenol 50.0 31.89 ug/L 64 40 -120
4-Chlorophenyl phenyl ether 50.0 35.59 ug/L 71 50 -120
Chrysene 50.0 36.11 ug/L 72 55 -120
Cresols 100 53.11 ug/L 53 33 -120
Dibenz(a,h)anthracene 50.0 38.66 ug/L 77 50 -125
Dibenzofuran 50.0 34.82 ug/L 70 50 -120
1,2-Dichlorobenzene 50.0 28.94 ug/L 58 32 -120
1,3-Dichlorobenzene 50.0 28.10 ug/L 56 32 -120
1,4-Dichlorobenzene 50.0 29.00 ug/L 58 31 -120
3,3'-Dichlorobenzidine 50.0 37.43 ug/L 75 46 -129
2,4-Dichlorophenol 50.0 33.82 ug/L 68 38 -120
Diethyl phthalate 50.0 35.79 ug/L 72 54 -128
2,4-Dimethylphenol 50.0 20.94 ug/L 42 21 -126
Dimethyl phthalate 50.0 35.83 ug/L 72 53 -127
Di-n-butyl phthalate 50.0 36.27 ug/L 73 54 -140
4,6-Dinitro-2-methylphenol 100 73.29 ug/L 73 19 -150
2,4-Dinitrophenol 100 72.88 ug/L 73 20 -150
2,4-Dinitrotoluene 50.0 36.82 ug/L 74 46 -132
2,6-Dinitrotoluene 50.0 38.26 ug/L 77 54 -128
Di-n-octyl phthalate 50.0 38.93 ug/L 78 50 -142
Fluoranthene 50.0 36.09 ug/L 72 56 -120
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-219903/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
Fluorene 50.0 36.99 ug/L 74 52 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Hexachlorobenzene 50.0 34.53 ug/L 69 48 -131
Hexachlorobutadiene 50.0 29.28 ug/L 59 28 -120
Hexachlorocyclopentadiene 50.0 27.26 ug/L 55 17 -120
Hexachloroethane 50.0 29.19 ug/L 58 30 -120
Indeno[1,2,3-cd]pyrene 50.0 38.32 ug/L 77 54 -125
Isophorone 50.0 33.83 ug/L 68 47 -120
1-Methylnaphthalene 50.0 32.52 ug/L 65 36 -120
2-Methylnaphthalene 50.0 32.79 ug/L 66 31 -120
2-Methylphenol 50.0 28.14 ug/L 56 38 -120
3 & 4 Methylphenol 50.0 24.97 ug/L 50 33 -120
Naphthalene 50.0 31.80 ug/L 64 37 -120
2-Nitroaniline 50.0 36.49 ug/L 73 46 -131
3-Nitroaniline 50.0 35.89 ug/L 72 54 -121
4-Nitroaniline 50.0 37.14 ug/L 74 55 -123
Nitrobenzene 50.0 32.36 ug/L 65 36 -120
2-Nitrophenol 50.0 34.81 ug/L 70 32 -120
4-Nitrophenol 100 27.82 ug/L 28 10 -120
N-Nitrosodi-n-propylamine 50.0 34.18 ug/L 68 51 -120
n-Nitrosodiphenylamine(as
diphenylamine)
42.8 34.85 ug/L 82 58 -149
Pentachlorophenol 100 69.82 ug/L 70 21 -150
Phenanthrene 50.0 35.35 ug/L 71 56 -120
Phenol 50.0 11.61 ug/L 23 14 -120
Pyrene 50.0 36.11 ug/L 72 53 -129
1,2,4-Trichlorobenzene 50.0 31.77 ug/L 64 30 -120
2,4,5-Trichlorophenol 50.0 35.74 ug/L 71 40 -129
2,4,6-Trichlorophenol 50.0 36.08 ug/L 72 39 -135
2-Fluorobiphenyl (Surr)29 -120
Surrogate
65
LCS LCS
Qualifier Limits%Recovery
302-Fluorophenol (Surr)10 -120
63Nitrobenzene-d5 (Surr)27 -120
21Phenol-d5 (Surr)10 -120
67Terphenyl-d14 (Surr)13 -120
702,4,6-Tribromophenol (Surr)10 -120
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-219903/4-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
Acenaphthene 50.0 38.31 ug/L 77 46 -120 8 31
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Acenaphthylene 50.0 38.41 ug/L 77 48 -120 8 31
Anthracene 50.0 38.06 ug/L 76 58 -130 8 28
Benzo[a]anthracene 50.0 39.00 ug/L 78 57 -120 9 27
Benzo[a]pyrene 50.0 38.32 ug/L 77 57 -124 6 27
Benzo[b]fluoranthene 50.0 38.04 ug/L 76 51 -125 4 39
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-219903/4-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
Benzo[g,h,i]perylene 50.0 40.43 ug/L 81 51 -123 2 27
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Benzo[k]fluoranthene 50.0 38.57 ug/L 77 51 -120 3 32
Bis(2-chloroethoxy)methane 50.0 37.60 ug/L 75 44 -120 11 31
Bis(2-chloroethyl)ether 50.0 33.94 ug/L 68 47 -120 6 38
bis (2-chloroisopropyl) ether 50.0 32.42 ug/L 65 44 -120 5 36
Bis(2-ethylhexyl) phthalate 50.0 40.85 ug/L 82 47 -138 5 28
4-Bromophenyl phenyl ether 50.0 38.60 ug/L 77 47 -127 9 29
Butyl benzyl phthalate 50.0 40.27 ug/L 81 51 -146 6 31
Carbazole 50.0 38.03 ug/L 76 54 -123 8 29
4-Chloroaniline 50.0 37.15 ug/L 74 44 -120 8 26
4-Chloro-3-methylphenol 50.0 37.49 ug/L 75 44 -120 13 22
2-Chloronaphthalene 50.0 36.51 ug/L 73 39 -120 8 36
2-Chlorophenol 50.0 34.24 ug/L 68 40 -120 7 46
4-Chlorophenyl phenyl ether 50.0 38.70 ug/L 77 50 -120 8 29
Chrysene 50.0 38.16 ug/L 76 55 -120 6 27
Cresols 100 56.66 ug/L 57 33 -120 6 34
Dibenz(a,h)anthracene 50.0 40.84 ug/L 82 50 -125 6 28
Dibenzofuran 50.0 37.42 ug/L 75 50 -120 7 29
1,2-Dichlorobenzene 50.0 31.17 ug/L 62 32 -120 7 42
1,3-Dichlorobenzene 50.0 31.27 ug/L 63 32 -120 11 42
1,4-Dichlorobenzene 50.0 32.07 ug/L 64 31 -120 10 44
3,3'-Dichlorobenzidine 50.0 38.87 ug/L 78 46 -129 4 30
2,4-Dichlorophenol 50.0 37.59 ug/L 75 38 -120 11 30
Diethyl phthalate 50.0 38.37 ug/L 77 54 -128 7 28
2,4-Dimethylphenol 50.0 22.63 ug/L 45 21 -126 8 48
Dimethyl phthalate 50.0 38.64 ug/L 77 53 -127 8 27
Di-n-butyl phthalate 50.0 39.45 ug/L 79 54 -140 8 27
4,6-Dinitro-2-methylphenol 100 79.03 ug/L 79 19 -150 8 34
2,4-Dinitrophenol 100 77.60 ug/L 78 20 -150 6 31
2,4-Dinitrotoluene 50.0 40.09 ug/L 80 46 -132 8 26
2,6-Dinitrotoluene 50.0 41.77 ug/L 84 54 -128 9 29
Di-n-octyl phthalate 50.0 40.57 ug/L 81 50 -142 4 28
Fluoranthene 50.0 38.42 ug/L 77 56 -120 6 28
Fluorene 50.0 39.29 ug/L 79 52 -120 6 28
Hexachlorobenzene 50.0 38.51 ug/L 77 48 -131 11 28
Hexachlorobutadiene 50.0 34.45 ug/L 69 28 -120 16 43
Hexachlorocyclopentadiene 50.0 29.10 ug/L 58 17 -120 7 43
Hexachloroethane 50.0 31.85 ug/L 64 30 -120 9 45
Indeno[1,2,3-cd]pyrene 50.0 39.87 ug/L 80 54 -125 4 27
Isophorone 50.0 37.41 ug/L 75 47 -120 10 31
1-Methylnaphthalene 50.0 36.75 ug/L 74 36 -120 12 36
2-Methylnaphthalene 50.0 36.34 ug/L 73 31 -120 10 35
2-Methylphenol 50.0 29.86 ug/L 60 38 -120 6 32
3 & 4 Methylphenol 50.0 26.80 ug/L 54 33 -120 7 34
Naphthalene 50.0 36.12 ug/L 72 37 -120 13 37
2-Nitroaniline 50.0 39.48 ug/L 79 46 -131 8 24
3-Nitroaniline 50.0 38.69 ug/L 77 54 -121 7 26
4-Nitroaniline 50.0 39.11 ug/L 78 55 -123 5 26
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-219903/4-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221742 Prep Batch: 219903
Nitrobenzene 50.0 36.52 ug/L 73 36 -120 12 28
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
2-Nitrophenol 50.0 38.75 ug/L 78 32 -120 11 31
4-Nitrophenol 100 32.99 ug/L 33 10 -120 17 38
N-Nitrosodi-n-propylamine 50.0 35.44 ug/L 71 51 -120 4 37
n-Nitrosodiphenylamine(as
diphenylamine)
42.8 38.21 ug/L 89 58 -149 9 26
Pentachlorophenol 100 75.77 ug/L 76 21 -150 8 31
Phenanthrene 50.0 38.06 ug/L 76 56 -120 7 26
Phenol 50.0 12.97 ug/L 26 14 -120 11 42
Pyrene 50.0 39.65 ug/L 79 53 -129 9 29
1,2,4-Trichlorobenzene 50.0 35.71 ug/L 71 30 -120 12 35
2,4,5-Trichlorophenol 50.0 39.47 ug/L 79 40 -129 10 34
2,4,6-Trichlorophenol 50.0 38.65 ug/L 77 39 -135 7 40
2-Fluorobiphenyl (Surr)29 -120
Surrogate
67
LCSD LCSD
Qualifier Limits%Recovery
322-Fluorophenol (Surr)10 -120
69Nitrobenzene-d5 (Surr)27 -120
23Phenol-d5 (Surr)10 -120
70Terphenyl-d14 (Surr)13 -120
752,4,6-Tribromophenol (Surr)10 -120
Client Sample ID: Method BlankLab Sample ID: MB 490-219917/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220233 Prep Batch: 219917
RL MDL
Acenaphthene ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Acenaphthylene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Anthracene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Benzo[a]anthracene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Benzo[a]pyrene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Benzo[b]fluoranthene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Benzo[g,h,i]perylene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Benzo[k]fluoranthene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Chrysene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Dibenz(a,h)anthracene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Fluoranthene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Fluorene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Indeno[1,2,3-cd]pyrene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Naphthalene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Phenanthrene
ND 2.00 ug/L 01/13/15 08:23 01/14/15 13:35 1Pyrene
2-Fluorobiphenyl (Surr)91 29-120 01/14/15 13:35 1
MB MB
Surrogate
01/13/15 08:23
Dil FacPrepared AnalyzedQualifier Limits%Recovery
85 01/13/15 08:23 01/14/15 13:35 1Nitrobenzene-d5 (Surr)27-120
95 01/13/15 08:23 01/14/15 13:35 1Terphenyl-d14 (Surr)13-120
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 8270D - Semivolatile Organic Compounds (GC/MS) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-219917/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220233 Prep Batch: 219917
Acenaphthene 40.0 39.20 ug/L 98 46 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Acenaphthylene 40.0 39.22 ug/L 98 48 -120
Anthracene 40.0 40.30 ug/L 101 58 -130
Benzo[a]anthracene 40.0 41.42 ug/L 104 57 -120
Benzo[a]pyrene 40.0 41.00 ug/L 102 57 -124
Benzo[b]fluoranthene 40.0 47.63 ug/L 119 51 -125
Benzo[g,h,i]perylene 40.0 40.92 ug/L 102 51 -123
Benzo[k]fluoranthene 40.0 37.52 ug/L 94 51 -120
Chrysene 40.0 38.18 ug/L 95 55 -120
Dibenz(a,h)anthracene 40.0 41.96 ug/L 105 50 -125
Fluoranthene 40.0 40.31 ug/L 101 56 -120
Fluorene 40.0 42.53 ug/L 106 52 -120
Indeno[1,2,3-cd]pyrene 40.0 40.70 ug/L 102 54 -125
Naphthalene 40.0 35.23 ug/L 88 37 -120
Phenanthrene 40.0 40.96 ug/L 102 56 -120
Pyrene 40.0 43.45 ug/L 109 53 -129
2-Fluorobiphenyl (Surr)29 -120
Surrogate
81
LCS LCS
Qualifier Limits%Recovery
71Nitrobenzene-d5 (Surr)27 -120
87Terphenyl-d14 (Surr)13 -120
Method: 6010C - Metals (ICP)
Client Sample ID: Method BlankLab Sample ID: MB 490-219907/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220189 Prep Batch: 219907
RL MDL
Antimony ND 0.0100 mg/L 01/13/15 07:42 01/13/15 14:52 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
ND 0.0100 mg/L 01/13/15 07:42 01/13/15 14:52 1Arsenic
ND 0.00400 mg/L 01/13/15 07:42 01/13/15 14:52 1Beryllium
ND 0.00100 mg/L 01/13/15 07:42 01/13/15 14:52 1Cadmium
ND 0.00500 mg/L 01/13/15 07:42 01/13/15 14:52 1Chromium
ND 0.0100 mg/L 01/13/15 07:42 01/13/15 14:52 1Copper
ND 0.00500 mg/L 01/13/15 07:42 01/13/15 14:52 1Lead
ND 0.0150 mg/L 01/13/15 07:42 01/13/15 14:52 1Manganese
ND 0.0100 mg/L 01/13/15 07:42 01/13/15 14:52 1Nickel
ND 0.0100 mg/L 01/13/15 07:42 01/13/15 14:52 1Selenium
ND 0.00500 mg/L 01/13/15 07:42 01/13/15 14:52 1Silver
ND 0.0100 mg/L 01/13/15 07:42 01/13/15 14:52 1Thallium
ND 0.0500 mg/L 01/13/15 07:42 01/13/15 14:52 1Zinc
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 6010C - Metals (ICP) (Continued)
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-219907/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220189 Prep Batch: 219907
Antimony 0.100 0.1060 mg/L 106 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Arsenic 0.0500 0.05120 mg/L 102 80 -120
Beryllium 0.0500 0.05350 mg/L 107 80 -120
Cadmium 0.0500 0.05170 mg/L 103 80 -120
Chromium 0.200 0.2058 mg/L 103 80 -120
Copper 0.250 0.2578 mg/L 103 80 -120
Lead 0.0500 0.05120 mg/L 102 80 -120
Manganese 0.500 0.5249 mg/L 105 80 -120
Nickel 0.500 0.5364 mg/L 107 80 -120
Selenium 0.0500 0.05160 mg/L 103 80 -120
Silver 0.0500 0.05090 mg/L 102 80 -120
Zinc 0.500 0.5111 mg/L 102 80 -120
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-219907/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220189 Prep Batch: 219907
Antimony 0.100 0.1051 mg/L 105 80 -120 1 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Arsenic 0.0500 0.04780 mg/L 96 80 -120 7 20
Beryllium 0.0500 0.05210 mg/L 104 80 -120 3 20
Cadmium 0.0500 0.05070 mg/L 101 80 -120 2 20
Chromium 0.200 0.2026 mg/L 101 80 -120 2 20
Copper 0.250 0.2504 mg/L 100 80 -120 3 20
Lead 0.0500 0.05070 mg/L 101 80 -120 1 20
Manganese 0.500 0.5144 mg/L 103 80 -120 2 20
Nickel 0.500 0.5269 mg/L 105 80 -120 2 20
Selenium 0.0500 0.05000 mg/L 100 80 -120 3 20
Silver 0.0500 0.04980 mg/L 100 80 -120 2 20
Zinc 0.500 0.5006 mg/L 100 80 -120 2 20
Client Sample ID: Matrix SpikeLab Sample ID: 490-70176-D-8-B MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220189 Prep Batch: 219907
Antimony ND 0.100 0.1061 mg/L 106 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Arsenic ND 0.0500 0.04870 mg/L 97 75 -125
Beryllium ND 0.0500 0.05250 mg/L 105 75 -125
Cadmium ND 0.0500 0.05080 mg/L 102 75 -125
Chromium ND 0.200 0.2031 mg/L 102 75 -125
Copper ND 0.250 0.2513 mg/L 101 75 -125
Lead ND 0.0500 0.05060 mg/L 101 75 -125
Manganese ND 0.500 0.5152 mg/L 103 75 -125
Nickel ND 0.500 0.5272 mg/L 105 75 -125
Selenium ND 0.0500 0.05010 mg/L 100 75 -125
Silver ND 0.0500 0.05040 mg/L 101 75 -125
Thallium ND *0.0500 0.03620 F1 mg/L 72 75 -125
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 6010C - Metals (ICP) (Continued)
Client Sample ID: Matrix SpikeLab Sample ID: 490-70176-D-8-B MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220189 Prep Batch: 219907
Zinc ND 0.500 0.5026 mg/L 101 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-70176-D-8-C MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220189 Prep Batch: 219907
Antimony ND 0.100 0.1048 mg/L 105 75 -125 1 20
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Arsenic ND 0.0500 0.04980 mg/L 100 75 -125 2 20
Beryllium ND 0.0500 0.05240 mg/L 105 75 -125 0 20
Cadmium ND 0.0500 0.05070 mg/L 101 75 -125 0 20
Chromium ND 0.200 0.2017 mg/L 101 75 -125 1 20
Copper ND 0.250 0.2494 mg/L 100 75 -125 1 20
Lead ND 0.0500 0.05000 mg/L 100 75 -125 1 20
Manganese ND 0.500 0.5132 mg/L 103 75 -125 0 20
Nickel ND 0.500 0.5247 mg/L 105 75 -125 0 20
Selenium ND 0.0500 0.05100 mg/L 102 75 -125 2 20
Silver ND 0.0500 0.04970 mg/L 99 75 -125 1 20
Thallium ND *0.0500 0.03630 F1 mg/L 73 75 -125 0 20
Zinc ND 0.500 0.5016 mg/L 100 75 -125 0 20
Client Sample ID: Method BlankLab Sample ID: MB 490-220731/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221412 Prep Batch: 220731
RL MDL
Thallium ND 0.0100 mg/L 01/16/15 08:12 01/19/15 13:25 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-220731/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221412 Prep Batch: 220731
Thallium 0.0500 0.05420 mg/L 108 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-220731/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221412 Prep Batch: 220731
Thallium 0.0500 0.05410 mg/L 108 80 -120 0 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Client Sample ID: Matrix SpikeLab Sample ID: 490-70383-D-1-B MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221412 Prep Batch: 220731
Thallium ND 0.0500 0.05170 mg/L 103 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
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QC Sample Results
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method: 6010C - Metals (ICP) (Continued)
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-70383-D-1-C MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 221412 Prep Batch: 220731
Thallium ND 0.0500 0.05260 mg/L 105 75 -125 2 20
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
Method: 7470A - Mercury (CVAA)
Client Sample ID: Method BlankLab Sample ID: MB 490-220225/1-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220737 Prep Batch: 220225
RL MDL
Mercury ND 0.00200 mg/L 01/14/15 10:48 01/15/15 18:26 1
MB MB
Analyte Dil FacAnalyzedPreparedDUnitResult Qualifier
Client Sample ID: Lab Control SampleLab Sample ID: LCS 490-220225/2-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220737 Prep Batch: 220225
Mercury 0.0100 0.009790 mg/L 98 80 -120
Analyte
LCS LCS
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits
Client Sample ID: Lab Control Sample DupLab Sample ID: LCSD 490-220225/3-A
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220737 Prep Batch: 220225
Mercury 0.0100 0.009981 mg/L 100 80 -120 2 20
Analyte
LCSD LCSD
DUnitResult Qualifier %Rec
Spike
Added
%Rec.
Limits LimitRPD
RPD
Client Sample ID: Matrix SpikeLab Sample ID: 490-70198-D-1-D MS
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220737 Prep Batch: 220225
Mercury ND 0.0100 0.009315 mg/L 93 75 -125
Analyte
MS MS
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits
Client Sample ID: Matrix Spike DuplicateLab Sample ID: 490-70198-D-1-E MSD
Matrix: Water Prep Type: Total/NA
Analysis Batch: 220737 Prep Batch: 220225
Mercury ND 0.0100 0.009572 mg/L 96 75 -125 3 20
Analyte
MSD MSD
DUnitResult Qualifier %Rec
Spike
Added
Sample
Result
Sample
Qualifier
%Rec.
Limits LimitRPD
RPD
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QC Association Summary
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
GC/MS VOA
Analysis Batch: 219934
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8260B490-70180-1 TMW-4 Total/NA
Water 8260B490-70180-2 TMW-3 Total/NA
Water 8260B490-70180-3 WSW-1 Total/NA
Water 8260B490-70180-3 MS WSW-1 Total/NA
Water 8260B490-70180-3 MSD WSW-1 Total/NA
Water 8260BLCS 490-219934/3 Lab Control Sample Total/NA
Water 8260BMB 490-219934/7 Method Blank Total/NA
GC/MS Semi VOA
Prep Batch: 219903
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3510C490-70180-3 WSW-1 Total/NA
Water 3510CLCS 490-219903/2-A Lab Control Sample Total/NA
Water 3510CLCSD 490-219903/4-A Lab Control Sample Dup Total/NA
Water 3510CMB 490-219903/1-A Method Blank Total/NA
Prep Batch: 219917
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3510C490-70180-1 TMW-4 Total/NA
Water 3510C490-70180-2 TMW-3 Total/NA
Water 3510CLCS 490-219917/2-A Lab Control Sample Total/NA
Water 3510CMB 490-219917/1-A Method Blank Total/NA
Analysis Batch: 220233
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8270D 219917490-70180-1 TMW-4 Total/NA
Water 8270D 219917490-70180-2 TMW-3 Total/NA
Water 8270D 219917LCS 490-219917/2-A Lab Control Sample Total/NA
Water 8270D 219917MB 490-219917/1-A Method Blank Total/NA
Analysis Batch: 221742
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 8270D 219903490-70180-3 WSW-1 Total/NA
Water 8270D 219903LCS 490-219903/2-A Lab Control Sample Total/NA
Water 8270D 219903LCSD 490-219903/4-A Lab Control Sample Dup Total/NA
Water 8270D 219903MB 490-219903/1-A Method Blank Total/NA
Metals
Prep Batch: 219907
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3010A490-70176-D-8-B MS Matrix Spike Total/NA
Water 3010A490-70176-D-8-C MSD Matrix Spike Duplicate Total/NA
Water 3010A490-70180-1 TMW-4 Total/NA
Water 3010A490-70180-2 TMW-3 Total/NA
Water 3010A490-70180-3 WSW-1 Total/NA
Water 3010ALCS 490-219907/2-A Lab Control Sample Total/NA
Water 3010ALCSD 490-219907/3-A Lab Control Sample Dup Total/NA
Water 3010AMB 490-219907/1-A Method Blank Total/NA
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QC Association Summary
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Metals (Continued)
Analysis Batch: 220189
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 6010C 219907490-70176-D-8-B MS Matrix Spike Total/NA
Water 6010C 219907490-70176-D-8-C MSD Matrix Spike Duplicate Total/NA
Water 6010C 219907490-70180-1 TMW-4 Total/NA
Water 6010C 219907490-70180-2 TMW-3 Total/NA
Water 6010C 219907490-70180-3 WSW-1 Total/NA
Water 6010C 219907LCS 490-219907/2-A Lab Control Sample Total/NA
Water 6010C 219907LCSD 490-219907/3-A Lab Control Sample Dup Total/NA
Water 6010C 219907MB 490-219907/1-A Method Blank Total/NA
Prep Batch: 220225
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 7470A490-70180-3 WSW-1 Total/NA
Water 7470A490-70198-D-1-D MS Matrix Spike Total/NA
Water 7470A490-70198-D-1-E MSD Matrix Spike Duplicate Total/NA
Water 7470ALCS 490-220225/2-A Lab Control Sample Total/NA
Water 7470ALCSD 490-220225/3-A Lab Control Sample Dup Total/NA
Water 7470AMB 490-220225/1-A Method Blank Total/NA
Prep Batch: 220731
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 3010A490-70180-3 WSW-1 Total/NA
Water 3010A490-70383-D-1-B MS Matrix Spike Total/NA
Water 3010A490-70383-D-1-C MSD Matrix Spike Duplicate Total/NA
Water 3010ALCS 490-220731/2-A Lab Control Sample Total/NA
Water 3010ALCSD 490-220731/3-A Lab Control Sample Dup Total/NA
Water 3010AMB 490-220731/1-A Method Blank Total/NA
Analysis Batch: 220737
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 7470A 220225490-70180-3 WSW-1 Total/NA
Water 7470A 220225490-70198-D-1-D MS Matrix Spike Total/NA
Water 7470A 220225490-70198-D-1-E MSD Matrix Spike Duplicate Total/NA
Water 7470A 220225LCS 490-220225/2-A Lab Control Sample Total/NA
Water 7470A 220225LCSD 490-220225/3-A Lab Control Sample Dup Total/NA
Water 7470A 220225MB 490-220225/1-A Method Blank Total/NA
Analysis Batch: 221412
Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch
Water 6010C 220731490-70180-3 WSW-1 Total/NA
Water 6010C 220731490-70383-D-1-B MS Matrix Spike Total/NA
Water 6010C 220731490-70383-D-1-C MSD Matrix Spike Duplicate Total/NA
Water 6010C 220731LCS 490-220731/2-A Lab Control Sample Total/NA
Water 6010C 220731LCSD 490-220731/3-A Lab Control Sample Dup Total/NA
Water 6010C 220731MB 490-220731/1-A Method Blank Total/NA
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Lab Chronicle
Client: Hart & Hickman, PC TestAmerica Job ID: 490-70180-1
Project/Site: ADDCO Facility SDG: FCB.014
Client Sample ID: TMW-4 Lab Sample ID: 490-70180-1
Matrix: WaterDate Collected: 01/09/15 11:40
Date Received: 01/10/15 08:45
Analysis 8260B JMG01/13/15 20:081 TAL NSH219934
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Prep 3510C 219917 01/13/15 08:23 CLM TAL NSHTotal/NA 310 mL 1.0 mL
Analysis 8270D 1 220233 01/14/15 14:44 BES TAL NSHTotal/NA 310 mL 1.0 mL
Prep 3010A 219907 01/13/15 07:42 AJD TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 220189 01/13/15 15:43 ADN TAL NSHTotal/NA 50 mL 50 mL
Client Sample ID: TMW-3 Lab Sample ID: 490-70180-2
Matrix: WaterDate Collected: 01/09/15 12:45
Date Received: 01/10/15 08:45
Analysis 8260B JMG01/13/15 20:361 TAL NSH219934
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Prep 3510C 219917 01/13/15 08:23 CLM TAL NSHTotal/NA 310 mL 1.0 mL
Analysis 8270D 1 220233 01/14/15 15:06 BES TAL NSHTotal/NA 310 mL 1.0 mL
Prep 3010A 219907 01/13/15 07:42 AJD TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 220189 01/13/15 15:47 ADN TAL NSHTotal/NA 50 mL 50 mL
Client Sample ID: WSW-1 Lab Sample ID: 490-70180-3
Matrix: WaterDate Collected: 01/09/15 13:25
Date Received: 01/10/15 08:45
Analysis 8260B JMG01/13/15 14:261 TAL NSH219934
Type
Batch
Method
Batch
Prep Type LabAnalystRun
Prepared
or Analyzed
Initial
Amount Amount
Final Batch
NumberFactor
Dil
Total/NA 10 mL 10 mL
Prep 3510C 219903 01/13/15 07:26 CLM TAL NSHTotal/NA 980 mL 1.0 mL
Analysis 8270D 1 221742 01/21/15 01:45 SNR TAL NSHTotal/NA 980 mL 1.0 mL
Prep 3010A 220731 01/16/15 08:12 AJD TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 221412 01/19/15 15:39 CME TAL NSHTotal/NA 50 mL 50 mL
Prep 3010A 219907 01/13/15 07:42 AJD TAL NSHTotal/NA 50 mL 50 mL
Analysis 6010C 1 220189 01/13/15 15:52 ADN TAL NSHTotal/NA 50 mL 50 mL
Prep 7470A 220225 01/14/15 10:48 TDP TAL NSHTotal/NA 3 mL 30 mL
Analysis 7470A 1 220737 01/15/15 18:55 CME TAL NSHTotal/NA 3 mL 30 mL
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL [phone]
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Method Summary
TestAmerica Job ID: 490-70180-1Client: Hart & Hickman, PC
SDG: FCB.014Project/Site: ADDCO Facility
Method Method Description LaboratoryProtocol
SW8468260BVolatile Organic Compounds (GC/MS)TAL NSH
SW8468270DSemivolatile Organic Compounds (GC/MS)TAL NSH
SW8466010CMetals (ICP)TAL NSH
SW8467470AMercury (CVAA)TAL NSH
Protocol References:
SW846 = "Test Methods For Evaluating Solid Waste, Physical/Chemical Methods", Third Edition, November 1986 And Its Updates.
Laboratory References:
TAL NSH = TestAmerica Nashville, 2960 Foster Creighton Drive, Nashville, TN 37204, TEL [phone]
TestAmerica Nashville
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Certification Summary
Client: Hart & Hickman, PC TestAmerica Job ID: 490-70180-1
Project/Site: ADDCO Facility SDG: FCB.014
Laboratory: TestAmerica Nashville
The certifications listed below are applicable to this report.
Authority Program EPA Region Certification ID Expiration Date
North Carolina (WW/SW)3874State Program 12-31-15
TestAmerica Nashville
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Login Sample Receipt Checklist
Client: Hart & Hickman, PC Job Number: 490-70180-1
SDG Number: FCB.014
Login Number: 70180
Question Answer Comment
Creator: Gambill, Shane
List Source: TestAmerica Nashville
List Number: 1
TrueRadioactivity wasn't checked or is </= background as measured by a survey
meter.
TrueThe cooler's custody seal, if present, is intact.
TrueSample custody seals, if present, are intact.
TrueThe cooler or samples do not appear to have been compromised or
tampered with.
TrueSamples were received on ice.
TrueCooler Temperature is acceptable.
TrueCooler Temperature is recorded.2.7
TrueCOC is present.
TrueCOC is filled out in ink and legible.
TrueCOC is filled out with all pertinent information.
TrueIs the Field Sampler's name present on COC?
TrueThere are no discrepancies between the containers received and the COC.
TrueSamples are received within Holding Time.
TrueSample containers have legible labels.
TrueContainers are not broken or leaking.
TrueSample collection date/times are provided.
TrueAppropriate sample containers are used.
TrueSample bottles are completely filled.
N/ASample Preservation Verified.
TrueThere is sufficient vol. for all requested analyses, incl. any requested
MS/MSDs
TrueContainers requiring zero headspace have no headspace or bubble is
<6mm (1/4").
TrueMultiphasic samples are not present.
TrueSamples do not require splitting or compositing.
TrueResidual Chlorine Checked.
TestAmerica Nashville
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