60X_60AW_ParkMinistries_LCID_DukeESA_DIN28277_20170721

Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161
Prepared for:
Duke Energy
526 South Church Street, Mail Code EC13K
Charlotte, North Carolina 28202
Prepared by:
S&ME, Inc.
301 Zima Park Road
Spartanburg, South Carolina 229301
December 4, 2015

S&ME, Inc. | 301 Zima Park Road | Spartanburg, SC 29301 | p 864.574.2360 | f 864.576.8730 | www.smeinc.com

December 4, 2015
Mr. Chris Gilbert
Duke Energy
526 South Church Street
Mail Code EC13K
Charlotte, North Carolina 28202
Reference: Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161
Dear Chris:
S&ME, Inc. has completed a Phase I Environmental Site Assessment (ESA) for the referenced subject
property. The attached report presents the findings of S&ME’s Phase I Environmental Site Assessment
which was performed in general accordance with ASTM E1527-13 and S&ME Proposal Number 42-
1501262 dated November 5, 2015 and our technical and Professional Services agreement documents
established through Power Advocate Event 22579 between Duke Energy and S&ME, Inc.
S&ME appreciates the opportunity to provide this Phase I ESA for this project. Please contact us if there
are questions regarding the information contained in this report.
Sincerely,
S&ME, Inc.
William C. Kea Nathan Williams, P.G.
Environmental Scientist Senior Geologist

WCK/EH T:\Projects\2015\ENV\4226-15-161 Duke Springfield Station Pineville\Other_Info\Phase I Report Springfield.docx

Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 ii

Table of Contents
1.0 Executive Summary ............................................................................................... 1
2.0 Introduction ............................................................................................................ 1
2.1 Purpose .............................................................................................................................. 1
2.2 Detailed Scope of Services ............................................................................................... 2
2.3 Significant Assumptions .................................................................................................. 3
2.4 Limitations and Exceptions of Assessment ................................................................... 3
2.5 Special Terms and Conditions ........................................................................................ 4
2.6 User Reliance ..................................................................................................................... 4
3.0 General Site Description ...................................................................................... 4
3.1 Site Location ...................................................................................................................... 4
3.2 Site and Vicinity Characteristics ..................................................................................... 4
4.0 User Provided Information .................................................................................. 5
4.1 Title Records ...................................................................................................................... 5
4.2 Environmental Liens or Activity and Use Limitations ................................................ 5
4.3 Specialized Knowledge .................................................................................................... 5
4.4 Commonly Known or Reasonably Ascertainable Information .................................. 5
4.5 Valuation Reduction for Environmental Issues ........................................................... 5
4.6 Owner, Property Manager and Occupant Information .............................................. 5
4.7 Reason for Performing the Phase I ESA ........................................................................ 5
4.8 Other ................................................................................................................................... 6
5.0 Records Review ...................................................................................................... 6
5.1 Standard Environmental Record Sources ..................................................................... 6
5.2 Additional Environmental Record Sources .................................................................. 7
5.2.1 EDR Supplementary Sources .............................................................................................. 7
5.2.2 Tribal Record Sources .......................................................................................................... 7
5.2.3 Other Record Sources .......................................................................................................... 7
5.2.4 State Agency File Review .................................................................................................... 7
5.3 Physical Setting Sources .................................................................................................. 8
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 iii
5.4 Historical Use Information on the Subject property .................................................... 8
5.5 Historical Use Information on Adjoining Properties................................................. 11
5.6 Vapor Encroachment Screening ................................................................................... 12
6.0 Site Reconnaissance ............................................................................................ 13
6.1 Methodology and Limiting Conditions ....................................................................... 13
6.2 General Site Setting ........................................................................................................ 14
6.2.1 Current Use(s) of the Subject Property ............................................................................. 14
6.2.2 Past Use(s) of the Subject Property ................................................................................... 14
6.2.3 Current Use(s) of Adjoining Properties ............................................................................ 14
6.2.4 Past Use(s) of Adjoining Properties .................................................................................. 14
6.2.5 Geologic, Hydrogeologic, Hydrologic, and Topographic Conditions ................................ 14
6.2.6 Description of Structures and Roads ................................................................................ 14
6.2.7 Potable Water Supply and Sewage Disposal System ........................................................ 14
6.3 Exterior Observations .................................................................................................... 15
6.4 Interior Observations ..................................................................................................... 15
7.0 Interviews ............................................................................................................. 16
7.1 Interview with Past and Present Owner ..................................................................... 16
7.2 Interview with Key Site Manager ................................................................................. 16
7.3 Interview with Occupants ............................................................................................. 16
7.4 Interview with Local Government Officials ............................................................... 16
7.5 Interviews with Others .................................................................................................. 17
8.0 Findings ................................................................................................................. 17
8.1 On-Site .............................................................................................................................. 17
8.2 Off-Site ............................................................................................................................. 17
9.0 Opinions ................................................................................................................ 17
9.1 On-Site .............................................................................................................................. 17
9.2 Off-Site ............................................................................................................................. 17
9.3 Data Gaps ........................................................................................................................ 18
10.0 Conclusions .......................................................................................................... 18
11.0 Deviations ............................................................................................................. 18
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 iv
12.0 Additional Services ............................................................................................. 18
13.0 References ............................................................................................................. 18
14.0 Signature(s) Of Environmental Professional(s) ............................................ 19
15.0 Qualification(s) Of Environmental Professional(s) ...................................... 19

Appendices
– Figures ......................................................................................................................................... ii
– Photographs ............................................................................................................................ iii
– Supporting Information ....................................................................................................... iv
– EDR Reports............................................................................................................................. v
– Proposal ................................................................................................................................... vi
– Resumes ................................................................................................................................. vii

Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 1
1.0 Executive Summary
S&ME has completed a Phase I Environmental Site Assessment (ESA) of the Springfield Switching Station,
located at 13741 Lancaster Highway, in Charlotte, Mecklenburg County, North Carolina (i.e. “the subject
site or subject property”). This Phase I ESA was prepared in general accordance with American Society for
Testing and Materials (ASTM) E1527-13, Standard Practice for Environmental Assessments: Phase I
Environmental Site Assessment Process. Our services were also performed pursuant to S&ME Proposal
No. 42-1501262 dated November 5, 2015 and our technical and Professional Services agreement
documents established through Power Advocate Event 22579 between Duke Energy and S&ME, Inc. This
summary is intended as an overview of the Phase I ESA for the convenience of the reader. The complete
report must be reviewed in its entirety prior to making decisions regarding this subject property.
The information in this report was obtained from a site reconnaissance, environmental records review,
interviews, and historical research.
According to a Duke Energy survey, the subject property is an approximate seven-acre property
comprised of a six-acre switching station parcel and a 0.943-acre access easement. The subject property
is located inside the city limits of Charlotte in an area of residential property. The McAlpine Creek Sewage
Treatment Plant is to the north.
The subject property appears on the SWF/LF and Hist LF databases as a Land Clearing Inert Debris (LCID)
landfill. Two off-site facilities appeared on databases, but are located beyond McAlpine Creek from the
subject property.
This assessment has revealed no evidence of a recognized environmental condition (REC) on the subject
property expect for a LCID landfill that extends onto the subject property.
A vapor encroachment condition (VEC) in connection with the subject property cannot be ruled out.
2.0 Introduction
S&ME, Inc. (S&ME) conducted a Phase I ESA of an approximate seven-acre property located at 13741
Lancaster Highway, in Charlotte, Mecklenburg County, North Carolina. The Phase I ESA was conducted for
Duke Energy using the American Society for Testing and Materials (ASTM) E1527-13, Standard Practice for
Environmental Site Assessments: Phase I Environmental Site Assessment Process and in accordance with
S&ME, Inc. proposal number 42-1501262 dated November 5, 2015 and our technical and Professional
Services agreement documents established through Power Advocate Event 22579 between Duke Energy
and S&ME, Inc.
2.1 Purpose
The purpose of this Phase I ESA was to identify, to the extent feasible using the processes described
herein, recognized environmental conditions (RECs) in connection with the subject property. The ASTM
defines the term “recognized environmental condition” as “the presence or likely presence of any
hazardous substances or petroleum products in, on, or at a property: (1) due to any 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”.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 2
ASTM defines the term controlled recognized environmental condition (CREC) as “a recognized
environmental condition resulting from a past release of hazardous substances or petroleum products
that has been addressed to the satisfaction of the applicable regulatory authority (for example, as
evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria
established by regulatory authority), with hazardous substances or petroleum products allowed to remain
in place subject to the implementation of required controls (for example, property use restrictions, activity
and use limitations, institutional controls, or engineering controls)”.
ASTM defines the term historical recognized environmental condition (HREC) as a past release of any
hazardous substances or petroleum products that has occurred in connection with the property and has
been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use
criteria established by a regulatory authority, without subjecting the property to any required controls (for
example, property use restrictions, activity and use limitations, institutional controls, or engineering
controls).
These terms do not include de minimis conditions that generally do not present a threat to human health
or the environment and that generally would not be the subject of an enforcement action if brought to
the attention of appropriate governmental agencies. Conditions determined to be de minimis conditions
are not RECs nor CRECs.
2.2 Detailed Scope of Services
S&ME's approach to performing this Environmental Site Assessment consisted of four major tasks in
accordance with ASTM E1527-13.
Task 1 - A review of reasonably ascertainable public records for the subject property and the immediate
vicinity was conducted. This review was performed to characterize environmental features of the site and
to identify past and present land use activities, on or in the vicinity of the site, which may indicate a
potential for recognized environmental conditions. The review of the reasonably ascertainable public
records included:
1. Examination of federal, state, tribal, and reasonably ascertainable local public records for the
subject property and immediate vicinity.
2. Examination of one or more of the following standard sources: aerial photographs, fire insurance
maps, tax files, building department records, zoning/land use records, street directories, and
topographic maps of the site and vicinity for evidence suggesting past uses that might have
involved hazardous substances or petroleum products.
Task 2 - A site reconnaissance was performed to identify visual signs of past or existing contamination on
or adjacent to the subject property. This reconnaissance was also performed to evaluate evidence found
in our public record review that might indicate activities resulting in hazardous substances or petroleum
products being used or deposited on the site. The site reconnaissance included the following activities:
1. A reconnaissance of the subject property and adjacent properties was performed to look for
evidence of current and past property uses including signs of spills, stressed vegetation, buried
waste, underground or above ground storage tanks, subsidence, transformers, or unusual soil
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 3
discoloration which may indicate the possible presence of contaminants on the properties.
Photographs were taken to document these conditions.
2. The exterior reconnaissance involved a viewing of the periphery of the subject property and a
walk-through of accessible areas of the site interior.
Task 3 - Interviews with past and present subject property owners, operators, occupants, and appropriate
local officials were attempted to consider any local knowledge of hazardous substances or petroleum
products on the subject property or on adjacent properties.
Task 4 - Report preparation.
Unless specifically authorized as an addition to the Phase I ESA work scope, the assessment will not
include any assessment of environmental conditions not specifically included in the ASTM E 1527-13
standard including, but not limited to sampling of materials (i.e., soil, surface water, groundwater or air), or
the assessment of business risk issues such as wetlands; asbestos-containing materials; lead-based paint;
lead in drinking water; mold, fungi or bacteria in on-site buildings; regulatory compliance; cultural/historic
resources; industrial hygiene; health/safety; ecological resources; endangered species; indoor air quality
including any assessment of vapor intrusion; radon or high voltage power lines.
2.3 Significant Assumptions
Information obtained from the User, the User’s representatives, individuals interviewed, and historical
sources was considered to be accurate unless S&ME’s reasonable inquiries clearly revealed otherwise.
The groundwater within the local geologic province is typically contained in an unconfined (water table)
aquifer. The slope of the water table under static conditions (no pumping interference) often
approximates the land surface topography. Thus, the interpreted groundwater flow direction is assumed
to be approximately the same as the topography of the ground surface. Perennial surface waters (creeks,
streams, rivers, ponds, etc.) are assumed to act as a discharge point for groundwater flow.
2.4 Limitations and Exceptions of Assessment
The Phase I ESA was conducted using ASTM E1527-13. The findings of this report are applicable and
representative of conditions encountered at the subject property on the date of this assessment, and may
not represent conditions at a later date. The review of public records was limited to that information
which was available to S&ME at the time this report was prepared. Interviews with local and state
government authorities were limited to those people whom S&ME was able to contact during the
preparation of this report. Information was derived from “reasonably ascertainable” and “practically
reviewable” sources in compliance with our understanding of the standards set forth by ASTM E1527-13.
Additional limitations to this Phase I ESA are as follows:
Standard historical sources were not reasonably ascertainable to trace the historical usage of the
subject property in five-year intervals back to first developed use.
Due to large scale and in some cases poor resolution of historical aerial photographs, only limited
detailed review of historic site conditions was feasible.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 4
A portion of the subject property is overgrown with dense weedy vegetation, which limited access
and observation of the property.
2.5 Special Terms and Conditions
This Phase I ESA was conducted in general accordance with S&ME Proposal Number 42-1501262 dated
November 5, 2015 and our technical and Professional Services agreement documents established through
Power Advocate Event 22579 between Duke Energy and S&ME, Inc. A copy of the proposal is included in
Appendix V.
2.6 User Reliance
The resulting report is provided for the sole use of Duke Energy. Use of this report by any third parties
will be at such party’s sole risk except when granted under written permission by S&ME. Any such
authorized use or reliance by third parties will be subject to the same Agreement under which the work
was conducted for Duke Energy. The additional party's use and reliance on the report will be subject to
the same rights, obligations, and limitations imposed on the client by our Agreement, unless otherwise
agreed. However, the total liability of S&ME to all parties of the Phase I ESA shall be limited to the
remedies and amounts as provided in the Agreement as a single contract. The additional party's use and
reliance on the report shall signify the additional party's agreement to be bound by the proposal and
contract that make up the Agreement between S&ME and the Duke Energy.
According to ASTM E1527-13, certain components of the Phase I ESA will expire 180 days from the date of
that component and will require updating if the date of property acquisition exceeds this time period.
The entire report will expire in one year. The following table lists the dates for pertinent components:
Component Date of Initiation
Environmental Database Search November 23, 2015
Site Reconnaissance November 17, 2015
Interviews November 17-24, 2015
Environmental Lien Search undated preliminary report
Declaration by Environmental Professional Date of Report
3.0 General Site Description
3.1 Site Location
The subject property is located at 13741 Lancaster Highway, in Charlotte, Mecklenburg County, North
Carolina. The subject property is identified as Mecklenburg County parcel ID 22364401. The location of
the subject property is shown on Figures 1 through 5, located in Appendix I.
3.2 Site and Vicinity Characteristics
The main portion of the subject property is a trapezoidal-shaped property that is partially wooded and
partially open. The easement portion is an elongated winding tract that extends from Lancaster Highway
to the main portion of the subject property through the church property. The easement partially follows
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 5
an existing drive. Property in the area includes churches, residential property and undeveloped property.
The City of Charlotte McAlpine wastewater treatment plant is to the north.
4.0 User Provided Information
The User provided a Duke Energy Request for an Environmental Property Assessment and a User
Questionnaire that were completed by Ms. Tanya Houser of Duke. A copy of these documents is included
in Appendix III.
4.1 Title Records
The User provided an attorneys’ preliminary title opinion that included limited title records for the subject
property that included a deed dated November 29, 2006 in which The Park Ministries acquired the subject
property from the Trustees of University Park Baptist Church as part of a larger tract. The description of
the property boundary includes a pin in the line of a corner of the City of Charlotte Disposal Plant
property. The description also indicates the deed is given without warranty or presentation to soil
conditions and Grantee acknowledges the existence of a portion of a landfill on the subject property.
4.2 Environmental Liens or Activity and Use Limitations
The User provided a preliminary title opinion which indicated no environmental liens or activity and use
limitations filed or recorded against the subject property. The deeds that were provided also did not
indicate any environmental liens or AULs filed against the subject property. The information does indicate
that a portion of the church’s property from which the subject property is derived is a landfill. Surveys
also indicate monitoring wells are on the subject property.
4.3 Specialized Knowledge
The User provided no specialized knowledge regarding the subject property.
4.4 Commonly Known or Reasonably Ascertainable Information
The User indicated there has been some surface dumping on the subject property.
4.5 Valuation Reduction for Environmental Issues
The User indicated the subject property is priced at fair market value.
4.6 Owner, Property Manager and Occupant Information
The User provided contact information for a representative of the owner, who provided contact
information for the property manager. The subject property is not occupied. Information acquired in
interviews is included in Section 6.1.
4.7 Reason for Performing the Phase I ESA
The Phase I ESA is being performed to assist the User in qualifying for the innocent landowner,
contiguous property owner, or bona fide prospective purchaser limitations on CERCLA liability.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
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December 4, 2015 6
4.8 Other
In addition the title work, the User provided a survey, a site plan and an aerial photograph.
5.0 Records Review
5.1 Standard Environmental Record Sources
S&ME contracted Environmental Data Resources, Inc. (EDR) to conduct an environmental search and
prepare a Radius Map™ Report compiling federal and state environmental database information from the
regulatory records of the United States Environmental Protection Agency (US EPA) and the North Carolina
Department of Environmental and Natural Resources (NCDENR). The purpose of the Radius Map™ Report
was to identify environmental sites and activities within a radius of potential concern from the subject
property as outlined by ASTM E1527-13. The Radius Map Report is attached as Appendix IV and includes
a list of the databases searched, an explanation of each database, search distances, and figures depicting
the approximate locations of regulated facilities within the respective search distance. Because we were
assessing five separate properties at one time, we ordered a single Radius Map Report for the entire
length of the power line relocation. Regulatory listings include only those facilities or incidents that are
known to the regulatory agencies at the time of publication.
S&ME reviewed the EDR Radius Map Report. The subject property is located on property that appears on
the SWF/LF and Hist LF databases as Life Springs Church, which has the address of 13733 U.S. Highway
521. It is our understanding Lancaster Highway was previously US Highway 521 before it was re-routed
years ago. Two off-site facilities appeared on databases within the ASTM designated search distance of
the subject property.
1. City of Charlotte McAlpine Creek WWTP2, located at 12701 Lancaster highway, is located just
north of the subject property and beyond McAlpine Creek. This facility appears on the LAST,
LUST and IMD databases. The LAST listing is a spill of 50 gallons of petroleum. The incident has
been closed. The IMD listing refers to the LAST incident. The LUST listing is for a petroleum
release that impacted groundwater. The release was cleaned up to alternate standards and has
been closed. A second IMD listing is for a release along a dispenser of supply line that is also
closed.
2. Reichold Chemical, Inc. is approximately 3,300 feet west-northwest of the subject property and
across McAlpine Creek. This facility appears on the HSDS and SHWS databases. This facility is a
former disposal area for waste from the Reichold plant that was located several miles away.
The Preliminary Radius Map Report contained an Orphan Summary, which are sites that cannot be located
by EDR due to incomplete address information. Any facilities known to be located outside the search
distance of the subject property were removed from the final report. Any facilities observed or known to
be in the area were plotted and appear in the final report. To locate the remaining facilities is considered
not practically reviewable.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 7
5.2 Additional Environmental Record Sources
5.2.1 EDR Supplementary Sources
The EDR report also references other environmental records in addition to those required by ASTM
E1527-13. The subject property did not appear on any of these additional databases. Any off-site
facilities that appeared on these supplemental databases are discussed in Section 4.1.
5.2.2 Tribal Record Sources
The EDR Radius Map report includes a search of available tribal record sources, which did not reveal any
listings on tribal environmental records.
5.2.3 Other Record Sources
A search of the Environmental Protection Agency (EPA) EnviroMapper web site revealed no listings for the
subject property and no new off-site facilities near the subject property.
5.2.4 State Agency File Review
S&ME acquired several documents for the Life Springs Church of God Landfill through the NCDENR
CARA3 website. We also reviewed two files for the landfill at the Mecklenburg County Solid Waste
Services Office in Charlotte. In summary, the property owned by the church (from which the subject
property is being derived) has been used for two land clearing and inert debris (LCID) landfills. The first
landfill (Permit 60-X) was permitted in November 1985 by Ramon H. and Margaret Fitts. The second
landfill (Permit 60-AW) was permitted in May 1994 by Life Springs Church of God. This landfill closed in
October 1997. It appears the previous owners of one of the parcels that made up the current church
property (The Fitts) started the first landfill on the southeastern corner of the current church property.
Both landfills were located here because the property sloped so steeply, the owners wanted to create a
level ground surface. The church’s intent was to construct various ballfields. It appears LCID landfill 60-
AW extends onto the western portion of the subject property. The landfills were permitted and
periodically inspected (twice weekly at one point). Several inspection reports were available which
showed the landfill had no violations. However, one document referenced several inspections in which
inappropriate waste was placed in the Landfill 60-X. One document referenced that oil and grease
contaminated soil was placed in Landfill 60-X on June 28, 1994. The soil was to be tested by Law
Engineering for Oil and Grease. The analytical results of the testing was not in the file. If the soil had
been placed in the landfill, it would have to be removed. If placed I the roadway, it could be left, but
Mooresville Groundwater (we presume NCDENR) would have to be notified. No other details regarding
this soil was in the file. The nature of the other inappropriate waste was not provided nor was the
outcome of the violation. Landfill 60-X was closed in January 1996 and Landfill 60-AW was closed in
October 1997. Both permits were subsequently terminated. Both landfills still have periodic inspections
to check the condition of the cover. Some repairs have been performed since closure. Selected
documents are included in Appendix III.
The Mecklenburg County Geoportal website was also reviewed. The Geoportal website lists sites in
Mecklenburg County that have environmental issues, as well as other information. The subject property is
shown to be a landfill, but no monitoring wells are indicated on the subject property. The McAlpine
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 8
Sewage Treatment Plant to the north is shown to be a Mecklenburg Priority List (MPL) site. The McAlpine
Sewage Treatment Plant is shown to have had a petroleum release that has no further action, but with a
land restriction. Neither of these facilities is shown to have abandoned or active monitoring wells.
5.3 Physical Setting Sources
The subject property is located on the 1988 photo-revised edition of the United States Geological Survey
(USGS), 7.5-minute series Topographic Map, Weddington, North Carolina Quadrangle. Figure 2: Site
Topographic Map was prepared using a portion of this map and the western adjoining Fort Mill, South
Carolina Quadrangle is included in Appendix I.
The subject property is shown to be mostly open and undeveloped. The north end of the subject
property is wooded. The subject property is generally shown to slope down from north to south. The
highest elevation on the subject property is approximately 600-feet above the National Geodetic Vertical
Datum of 1929 (NGVD29) at the entrance off Lancaster Highway. Runoff from the subject property would
flow to the north to McAlpine Creek located north of the subject property. Adjoining properties are
undeveloped. A sewage treatment plant is north of McAlpine Creek.
According to The Geology of the Carolinas (Horton, Jr. J. Wright and Zullo A. Victor, University of
Tennessee Press, 1991), the subject site lies within the Charlotte Belt of the Piedmont Geologic Province of
North Carolina. The Piedmont Geologic Province is primarily comprised of biotite quartzofeldspathic
gneiss and biotite-muscovite schist. Crystalline rock is overlain by a variable thickness of a highly
weathered soil/rock mixture called saprolite that retains the structure of the weathered bedrock. In areas,
weathering has resulted in a structureless soil termed residuum. In general, there is a gradual downward
lithologic and textural change from residuum to saprolite to bedrock.
In the Piedmont Geologic Province, the saprolitic and residual soils typically have high porosity but low
hydraulic conductivity; thus, they do not readily transmit groundwater. The saprolite and residuum are
considered leaky (semi-permeable) beds that may store and recharge groundwater to the underlying
bedrock aquifer. Groundwater occurs within the saprolite and residuum between the clay, silt and sand
grains. Groundwater also occurs within the bedrock along fractures, joints, and planes of weakness in the
rock, and flows primarily through these zones in the rock.
The movement of groundwater through the crystalline rock aquifers and overlying saprolite is strongly
influenced by topography which generally controls the location of recharge and discharge zones.
Groundwater within the Piedmont generally moves from topographically high areas (recharge zones) to
topographically low areas within and along stream valleys (discharge areas). The flow of groundwater is
also influenced by fracture zones which may occur in the bedrock (and may be retained within the
saprolite), and foliation trends in the saprolite and partially weathered bedrock. These zones usually have
the greatest hydraulic conductivity.
According to the Lightbox layer of the Radius Map Report, soils underlying the subject site soils are shown
to be Wilkes loam (BkC2), Iredell fine sandy loam, Mecklenburg fine sandy loam or Cecil sandy clay loam.
These soils are deep to moderately deep and well-drained. Wilkes soils have a slow infiltration rate. Cecil
soils have a moderate infiltration rate. The infiltration rate of Iredell soils was not provided in the report.

Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 9
5.4 Historical Use Information on the Subject property
Aerial Photographs
Aerial photographs were reviewed in order to examine past land use of the subject property and vicinity.
These aerials were reviewed at the Mecklenburg County Planning Department, on the Google Earth web
site, on the Mecklenburg County Polaris web site or were acquired from EDR. A portion of the 2015 aerial
photograph is included as Figure 3 in Appendix I. The remainder of the aerial photographs are included
in Appendix IV. The EDR sourced aerials are included in Appendix IV. The following table presents the
findings of the aerial photograph review.
Source Year of
Flight Scale Comments
Mecklenburg County
Polaris web site 2015 Viewed at
1” 100’
The subject property and adjoining properties
appear similar to their appearance during the site
reconnaissance. The eastern portion of the switch
site is open and grassy. The western portion is
overgrown. A strip along the northern border is
heavily wooded. The easement is part of the existing
drive to the cell tower and to the church property.
Polaris web site 2012 Viewed at
1" 400' No significant change from the 2015 aerial.
Polaris web site 2010 Viewed at
1" 400' No significant change from the 2012 aerial.
Polaris web site 2009 Viewed at
1" 400'
No significant change from the 2010 aerial except
the subject site is slightly less overgrown.
Google Earth 2007 Viewed at
1" 400'
No significant change from the 2009 aerial except
the remaining church property (not subject property)
is less overgrown than on later aerials.
Google Earth 2005 Viewed at
1" 400' No significant change from the 2007 aerial.
Google Earth 2003 Viewed at
1" 400' No significant change from the 2005 aerial.
Google Earth 1998 Viewed at
1" 200'
No significant change from the 2003 aerial except
the landfill areas appear to be recently closed. It
appears two areas on the western portion of the
switch area are either being filled or graded.
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Charlotte, North Carolina
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December 4, 2015 10
Source Year of
Flight Scale Comments
Planning Department 1997 1" = 100'
The southeastern corner of the switching area is
open. The western portion is partially open and has
soil piles clearly visible. The cell tower is not present.
The landfill west of the switching area is clearly being
filled and covered. Landfilling can be seen on the
southeastern corner of the church property. The
building adjacent to the entrance is under
construction.
Google Earth/EDR 1994 Viewed at
1" 200'
The landfill on the eastern side of the church
property is apparent and it does not extend onto the
subject property. The western landfill on the church
property is wooded and has not received debris. The
cell tower is not present. The area just northwest of
the cell tower location has been filled or graded. The
subdivision is not present to the east.
Planning Department 1990 1" = 100'
No evidence of landfilling is visible on the subject
property. The eastern portion of the switching area
is open. The western portion is wooded.
EDR 1988 1" = 500'
One of the existing church buildings is on the church
property. The subject property is undeveloped. No
evidence of the landfill is visible on the church
property or the subject property.
EDR 1983 1" = 500'
The church building is not present on the church
property. The subject property is a mixture of woods
and open land.
Planning Commission 1975 1" = 400'
No significant change from the 1983 aerial. One less
lagoon is on the wastewater treatment plant
property to the north.
EDR 1973 1" = 500' No significant change from the 1975 aerial.
EDR 1968 1" = 500' No significant change from the 1973 aerial except no
lagoons are to the north.
EDR 1965 1" = 500' No significant change from the 1968 aerial.
EDR 1956 1" = 500' No significant change from the 1965 aerial. The
surrounding land is rural farmland or wooded land.
EDR 1951 1" = 500' No significant change from the 1956 aerial.
EDR 1943 1" = 500' No significant change from the 1951 aerial.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 11
Source Year of
Flight Scale Comments
EDR 1938 1" = 500' No significant change from the 1943 aerial.
City Directories
S&ME acquired a City Directory Abstract from EDR which indicated Lancaster Highway was not listed in
any of the directories reviewed. However, S&ME reviewed Polk’s Charlotte Suburban City Directories and
Cross-Reference Directories for the Greater Charlotte Area at the Mecklenburg County Library in Charlotte
in approximately five year intervals for addresses on Lancaster Highway. The street range of the subject
property is included within the Pineville Section of these directories. The 1976 and 1981 directories did
not list street numbers in the area of the subject property.
The parent property had the following listings: Park Ministries at 13733 Lancaster Highway in 2014;
University Park Baptist Church in 2010; Cornelius School for Creative … in 2005; Lifespring Ministries in
2005; Lifespring Church of God in 1986 and 1990.
Sharon’s Friend Church was listed at 13531 Lancaster Road in 1986 and 1990 and was one of the co-
operators of the LCID landfill. Morning Star School/Lifespring Clubhouse was listed at that address in
2000 and Believers Bible Chapel was listed in 2005 and 2010.
Sanborn Fire Insurance Maps
Sanborn Fire Insurance Maps are not available for the subject property.
Historical Topographic Maps
Historical topographic maps were acquired from EDR. The 7.5-minute series maps that were available
were dated 1968, 1980 and 1988. These maps are similar and show no development on the subject
property. They also show drainage swales to the east and west that were filled as part of the landfill on
the church property and partially on the subject property. The 1968 map shows the sewage treatment
plant to the north has no lagoons, is smaller and is further to the north. Fifteen-minute maps from 1905
and 1907 were also available and both show the subject property is undeveloped.
Building Records
No building permits were listed for the subject property on the Lightbox layer of the EDR Radius Map
report.
5.5 Historical Use Information on Adjoining Properties
Historical information including aerial photographs and regulatory records were reviewed to assess off-
site historical land uses.
Adjoining properties have been wooded land or farmland. A Charlotte sewage treatment plant has been
to the north since around the late 1950s and has gotten progressively larger.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 12
5.6 Vapor Encroachment Screening
As part of this Phase I ESA, a Vapor Encroachment Screening, as described in ASTM Standard Guide E
2600-10: Standard Guide for Vapor Encroachment Screening on Property Involved with Real Estate
Transactions, was performed to identify releases or potential releases of chemicals of concern near the
subject property and to evaluate the likelihood of vapors migrating to the subsurface of the subject
property from releases. The presence or likely presence of vapors containing chemicals of concern in the
subsurface of the subject property would constitute a Vapor Encroachment Condition (VEC), and may also
constitute a recognized environmental condition, as provided in ASTM E1527-13.
The following information was reviewed to evaluate the potential for vapor migration to the subject
property boundary from identified off-site sources.
1. The type of contaminant (petroleum product vs. non-petroleum products) known or suspected to
have been stored on-site or off-site sources,
2. The distance between identified off-site sources and the nearest subject property boundary,
3. The potential for preferential pathways or barriers to exist between the identified off-site sources
and the subject property boundary, and
4. Physical setting sources and other sources described in Section 8.1.3 of ASTM E2600-10.
Area of Concern (AOC):
ASTM E 2600-10 establishes the following areas of concern (AOC) for chemicals of concern (COC): 1/10th
mile (528 feet) for petroleum releases and 1/3rd mile (1,760 feet) for non-petroleum releases (i.e.,
chlorinated solvents, etc.).
For purposes of this assessment, S&ME used the screening distances listed below for volatile COCs. These
values were derived from a review of vapor migration data reviewed by others and presented in a May
2009 article written by A. J. Buonicore, entitled “A Smaller Intrusion” appearing in the publication Pollution
Engineering. These distances can be reduced for sites known to be side-gradient or down-gradient of the
subject site. Information on these reduced distances was also presented by Mr. Buonicore at a Screening
for Vapor Encroachment onto Properties Involved in Real Estate Transactions course on May 5, 2011.
Contaminant
Groundwater
Flow Direction
Not Known
Groundwater Flow Direction Known
Upgradient Cross-
Gradient Down-gradient
Non-Petroleum
Product 1,760 feet 1,760 feet 365 feet 100 feet
Petroleum Product
NAPL 528 feet 528 feet 165 feet 100 feet
Petroleum Product
Dissolved 528 feet 528 feet 95 feet 30 feet
NAPL = Non-aqueous phase liquid (free product)
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 13
Based on our review of the physical setting data and information reviewed in sections 5.1 through 5.5, the
direction of groundwater flow in the shallow aquifer in the immediate site vicinity is estimated to be
towards the north.
Potential Natural or Man-made Preferential Pathways:
There are no known man-made or naturally occurring preferential pathways for vapor migration.
McAlpine Creek is a groundwater divide between the subject property and property to the north.
Sites with Government/Historical Records On or Near the Subject Property:
Review of regulatory, physical setting, and historical records, indicated the subject property appears on
the SWF/LF and Hist LF databases. The facility is a closed/inactive LCID landfill. The Mecklenburg County
Geoportal website does not indicate groundwater contamination on the subject property. However, a file
reviewed indicated petroleum-impacted soil was disposed into the landfill that has operated on the
parent parcel. The location of the soil and its final disposition is unknown. Two off-site facilities appeared
on databases, but are located beyond McAlpine Creek.
Conclusion:
A vapor encroachment condition (VEC) in connection with the subject property cannot be ruled out based
on the unknown disposition of petroleum-impacted soil on the subject property.
6.0 Site Reconnaissance
The site reconnaissance was performed by Mr. Bill Kea and Mr. Kevin McIntyre, EIT, of S&ME on
November 17, 2015. The purpose of the site reconnaissance was to identify RECs at the subject property
and identify sites of similar environmental concern located within ½ mile. The subject property was
observed for evidence of past or present activities which could have led to the deposition of hazardous
substances or petroleum products. The weather at the time of the reconnaissance was partly cloudy and
mild. Selected photographs of the subject property taken during the site reconnaissance are included in
Appendix II.
6.1 Methodology and Limiting Conditions
The methodology used during the site reconnaissance consisted of a walk-over of the subject property.
Following the site reconnaissance, S&ME preformed a vehicular survey of the surrounding area by public
roads to observe adjoining and nearby properties.
A portion of the subject property is overgrown with dense vegetation, which limited access and
observation of the property.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 14
6.2 General Site Setting
6.2.1 Current Use(s) of the Subject Property
The switch station portion of the subject property is not in active use. A portion of the easement is part of
the access road to the church facilities and cell tower on the parent parcel.
6.2.2 Past Use(s) of the Subject Property
The debris observed in areas and the irregular ground surface with voids observed on a portion of the
subject property indicates it was once a landfill.
6.2.3 Current Use(s) of Adjoining Properties
North - Wooded, undeveloped property borders the subject site to the north. The McAlpine Sewage
Treatment Plant is further to the north across McAlpine Creek.
East - Wooded, undeveloped property, a residential subdivision and church property are to the east.
South – Church property is to the south.
West - Church property, a cell tower and Lancaster Highway border the subject property to the west.
An emergency generator with a built in fuel tank (typically double wall) was observed inside the
tower compound. A subdivision is west of Lancaster Highway
6.2.4 Past Use(s) of Adjoining Properties
Past use of adjoining properties was not apparent by observations made during the reconnaissance.
6.2.5 Geologic, Hydrogeologic, Hydrologic, and Topographic Conditions
Information pertaining to geologic and hydrogeologic conditions obtained from standard resources is
provided in Section 4.3.
The ground surface of much of the subject property is covered with dense vegetation or grass. A portion
is paved or gravel drive. The subject property generally slopes down from south to north. Rock outcrops
were observed on the north end of the subject property. Surface runoff from the subject site would be to
the north.
6.2.6 Description of Structures and Roads
The subject property is not developed with structures. A portion of the access easement follows and
existing paved drive or crosses a parking lot (photograph 1). The north end of the easement shifts to the
east of the gravel drive to the cell tower on the church property.
6.2.7 Potable Water Supply and Sewage Disposal System
No evidence of a water supply well or a septic tank was observed on the subject property.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 15
6.3 Exterior Observations
The main portion of the subject property is an approximate rectangular parcel of land. The subject
property is partially open with grassy ground cover (photograph 2). A portion is mature hardwood trees
with little understory. The western portion of the subject property is overgrown with weedy vegetation.
The northern end of the subject property slopes down steeply. Concrete debris and building debris were
observed on the slope near the northern border (photographs 4 and 5). The ground surface on an area
near the northern border had an irregular surface (photographs 6). A monitoring well or piezometer was
observed near the northern border (photograph 7). No well tag was observed. A second monitoring well
that was shown on a survey had been destroyed (photograph 8).
No evidence of a UST (fill port or vent pipe), aboveground storage tank, active landfilling, stained soil,
stressed vegetation or foul odor was observed on the subject site during the site reconnaissance.
6.4 Interior Observations
Since there are no structures on the subject site, there are no interior observations.

Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 16
7.0 Interviews
7.1 Interview with Past and Present Owner
On November 23, 2015, Bill Kea interviewed Mr. Rick Galloway with The Park Ministries (704.347.6677),
who indicated the following:
The church has owned the subject property since 2005. They acquired the property from a church
who used the property for the same thing.
He was unaware of any previous structures or USTs on the subject property.
There was a landfill on the church property, but he doesn’t think it was on the subject property.
They did not operate the landfill as it had been closed by the time they acquired the subject
property.
There are no environmental liens or AULs recorded against the subject property.
7.2 Interview with Key Site Manager
See the interview in Section 7.1.
7.3 Interview with Occupants
The subject property is not occupied. Mr. Galloway, interviewed in Section 7.1, is an occupant of the
parent parcel.
7.4 Interview with Local Government Officials
On November 24, 2015, Bill Kea sent a Freedom of Information request to the City of Charlotte Fire
Department for information regarding hazardous material responses to the subject property. The
department has not responded as of the date this report was issued.
On November 17 and December 4, 2015, Mr. Kea interviewed Mr. Dennis Tyndall with Mecklenburg
County’s Land Use and Environmental Services Agency (LUESA) Groundwater and Wastewater Services
(704.336.54554). Mr. Tyndall indicated he began working for Mecklenburg County when Landfill 60-X was
in operation and he had one training visit to that site. He mainly focused on Landfill 60-AW. He was
unsure how large 60-X was, but a description should be on the deed. There should also be a large bound
notebook and monthly inspection reports in the files. The files were purged before they were sent out for
scanning. The files that were to be scanned were retrieved and were what we were provided for review.
The notebook was not provided during our file review. At the time these landfills were in operation,
Mecklenburg County had jurisdiction over them. NCDENR would have no files for the landfills. There is
no requirement for monitoring groundwater or landfill gas or for continued inspections. He did perform a
post closure inspection on both landfills. The people who originally permitted Landfill 60-X had a
residence on the property that the church later used as a parsonage. The church used the landfills to
generate income as well as to level the ground surface. Both landfills are in compliance.
On November 17, 2015, Mr. Kea interviewed Mr. Joe Hack with LUESA Solid Waste Services
(704.336.6513). Mr. Hack indicated the landfills on the church property were land clearing and inert debris
(LCID) landfills. The landfills are unlined surface applied landfills. They would only have received land
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 17
clearing debris, trees stumps, uncontaminated soil, and concrete and brick debris. They should not have
received any construction and demolition (C&D) debris. The intent for the construction of the landfills
was to raise the ground surface so ball fields could be built. Their files are in the process of being moved,
because LUESA is relocating. All their files have been sent out for scanning.
7.5 Interviews with Others
No others were interviewed.
8.0 Findings
8.1 On-Site
1. Two permitted LCID landfills are located on the parcel from which the subject property is being
derived. It appears Landfill 60-AW extends on the western portion of the subject property while
Landfill 60-X is not on the subject property. Additionally, although we have no evidence the
eastern portion of the subject property (the intended switching station location) is a landfill, it
appears this area may have received fill to build a ballfield.
8.2 Off-Site
1. City of Charlotte McAlpine Creek WWTP2 is located north of the subject property and beyond
McAlpine Creek. This facility appears on the LAST, LUST and IMD databases. The LUST and IMD
listings are petroleum releases that have been closed.
2. Reichold Chemical, Inc. is approximately 3,300 feet west-northwest of the subject property and
across McAlpine Creek. This facility appears on the HSDS and SHWS databases. This facility is a
former disposal area for waste from a Reichold plant that was located several miles away.
9.0 Opinions
9.1 On-Site
1. Based on our experience with similar land clearing debris landfills, it is not unusual for them to
receive environmentally questionable waste they are not permitted to receive. The file review
indicated this landfill had received inappropriate waste (and in one case petroleum impacted soil),
therefore, the landfill on the subject property is considered a REC.
9.2 Off-Site
1. Based on its location beyond an intervening creek, City of Charlotte McAlpine Creek WWTP2 is not
considered a REC.
2. Based on its distance from the subject property and the intervening topography, Reichold
Chemical, Inc. is not considered a REC.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 18
9.3 Data Gaps
A data gap encountered during the performance of the Phase I ESA was that the operational history of the
subject property was not searched in five-year intervals back to before its first developed use, because the
standard historical sources to achieve that level of documentation were not reasonably ascertainable.
Based on its use documented by aerial photographs, this data gap is not considered a significant
limitation to the environmental professional’s ability to determine RECs on the subject property.
10.0 Conclusions
We have performed a Phase I Environmental Site Assessment in conformance with the scope and
limitations of ASTM E1527-13 of the Springfield Switching Station Site, located at 13741 Lancaster
Highway, in Pineville, Mecklenburg County, North Carolina. Limitations or exceptions to the standard
practice are described in Section 2.4. Deviations from this standard practice are discussed in Section 11.
This assessment has revealed no evidence of a REC or CREC in connection with the subject property
except the LCID landfill on the subject property.
A VEC in connection with the subject property cannot be ruled out.
11.0 Deviations
S&ME has endeavored to perform this Phase I ESA in conformance with the scope and limitations of
ASTM E 1527-13 without deviation.
12.0 Additional Services
No additional services were performed for this Phase I ESA.
13.0 References
ASTM Standards on Environmental Site Assessments for Commercial Real Estate. E 1527-13,
Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment
Process. American Society for Testing and Materials (ASTM), Philadelphia, PA, 2005.
ASTM E 2600-10 Standard Guide for Vapor Encroachment Screening on Properties Involved in
Real Estate Transactions.
Mecklenburg County Polaris website – (http://polaris3g.mecklenburgcountync.gov/)
Mecklenburg County Geoportal website –
(http://charmeck.org/mecklenburg/county/LUESA/GIS/Pages/OnlineServices.aspx)
Mecklenburg County Planning Department – 1990 and 1997 aerial photographs.
The Geology of the Carolinas, (Horton, Jr. J. Wright and Zullo A. Victor, University of Tennessee
Press, 1991.
EDR Radius Map Report, Springfield Switch Station, Inquiry Number 4461604.2s, dated November
23, 2015.
Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Project No. 4226-15-161

December 4, 2015 19
EDR Aerial Photo Decade Package, Shields Property, Inquiry Number 4461604.45, dated
November 9, 2015.
EDR Historical Topo Map Report, Springfield Switch Station, Inquiry Number 4461604.4, dated
November 9, 2015.
Sanborn No Coverage Letter, Springfield Switch Station, Inquiry Number 4461604.9, dated
November 9, 2015.
North Carolina Division of Waste Management (http://portal.ncdenr.org/web/wm/sitemap).
EPA EnviroMapper website – (http://www.epa.gov/emefdata/em4ef.home.)
14.0 Signature(s) Of Environmental Professional(s)
We declare that, to the best of our professional knowledge and belief, we meet the definition of
Environmental Professional as defined in §312.10 of 40 CFR 312 and we have the specific qualifications
based on education, training, and experience to assess a subject property of the nature, history, and
setting of the subject property. We have developed and performed the all appropriate inquiries in
conformance with the standards and practices set forth in 40 CFR Part 312.

____________________________ ________________________
William C. Kea Nathan Williams, P.G.
Environmental Scientist/EP Senior Geologist/EP
15.0 Qualification(s) Of Environmental Professional(s)
The environmental professionals for this project are Mr. William C. Kea and Mr. Nathan Williams, P.G. Mr.
Kea conducted the assessment and prepared the report. He holds a BS and MS degree in Entomology
from Clemson University and has 38 years’ work experience in agricultural research and environmental
consulting. He has performed over 800 environmental assessments for real estate transactions. Mr. Kea
has attended ASTM training for Phase I Environmental Site Assessments.
Mr. Williams, a Senior Geologist with S&ME, Inc., has over 29 years of experience. Mr. Williams provided
senior review for the project. He holds a BS degree in Geology from the University of South Carolina and
is a registered professional geologist. He has managed and provided senior review for numerous
environmental assessments for real estate transactions and has also attended ASTM training for Phase I
Environmental Site Assessments.
Resumes of these individuals are included in Appendix VI.

Appendices

– Figures

SOURCE: MicroSoft Streets and Trips 2009
SITE LOCATION MAP FIGURE NO.
SCALE:NTS
CHECKED BY:wck
DRAWN BY:wck
DATE:11/23/2015
1
Springfield Switching Station
13741 Lancaster Road
Charlotte, North Carolina
S&ME Project No. 4226-15-161
Subject
Property
Fort Mill, SC Quadrangle 1993 Weddington, NC Quadrangle 1988
SOURCE:USGS 7.5-Minute Series Topopgraphic Map
SITE TOPOGRAPHIC MAP FIGURE NO.
SCALE:1"≈ 500'
CHECKED BY:wck
DRAWN BY:wck
DATE:11/23/2015
Springfield Switching Station
13741 Lancaster Road 2Charlotte, North Carolina
S&ME Project No. 4226-15-161
Subject
Property
LCID Landfill 60-X
LCID landfill 60-AW
SOURCE: Mecklenburg County Polaris 2015
SITE AERIAL PHOTOGRAPH FIGURE NO.
SCALE:1"≈ 300'
CHECKED BY:wck
DRAWN BY:wck
DATE:11/23/2015
Springfield Switching Station
13741 Lancaster Road 3Charlotte, North Carolina
S&ME Project No. 4226-15-161
Subject
Property
Proposed switch
station location
LCID Landfill 60-AW
LCID Landfill 60-X
Access
Easement
SOURCE: Duke Energy
SITE PLAN FIGURE NO.
SCALE:1"≈ 300'
CHECKED BY:wck
DRAWN BY:wck
DATE:11/23/2015 S&ME Project No. 4226-15-161
413741 Lancaster Road
Springfield Switching Station
Charlotte, North Carolina
Subject
Property
SOURCE: Duke Energy
SITE SURVEY FIGURE NO.
SCALE:1"≈ 110'
CHECKED BY:wck
DRAWN BY:wck
DATE:11/23/2015
Springfield Switching Station
13741 Lancaster Road 5Charlotte, North Carolina
S&ME Project No. 4226-15-161
Subject
Property

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– Supporting Information

MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 11/09/2015
Identity
Parcel ID GIS ID
22364401 22364401
Ownership
Owner Name Mailing Address
PARK MINISTRIES INC THE 6029 BEATTIES FORD RD
CHARLOTTE NC 28216Property Characteristics
Legal desc NA
Land Area 45.33 AC
Fire District CITY OF CHARLOTTE
Special District
Account Type EXEMPT
Municipality CHARLOTTE
Property Use CHURCH
Deed Reference(s) and Sale Price
Deed Sale Date Sale Price
21420-203 11/29/2006
17445-608 07/02/2004
09960-313 10/06/1998 $0.00
Site Location
ETJ Area Charlotte
Charlotte Historic District No
Charlotte 6/30/2011 Annexation Area No
Census Tract #58.18
Zoning
Contact appropriate Planning Department or see Map.
Water Quality Buffer
Parcel Inside Water Quality Buffer Yes Post Construction District
Jurisdiction Charlotte
District Central Catawba
FEMA and Community Floodplain
FEMA Panel#3710443800K
FEMA Panel Date 03/02/2009
FEMA Flood Zone IN:VIEW FEMA FLOODPLAIN TO VERIFY
Community Flood
Zone
OUT:VIEW COMMUNITY FLOODPLAIN
TO VERIFY
Stream Watershed Districts
Stream Watershed Name McALPINE
Situs Addresses Tied to Parcel
13741 LANCASTER HY CHARLOTTE
LANCASTER HY CHARLOTTE
13741 LANCASTER HY CHARLOTTE
13741 LANCASTER HY CHARLOTTE
01/02/2002 from Mecklenburg County
01/02/2002 from Mecklenburg County
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,
surveys, planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary
information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal responsibility for the
information contained herein.
Page 1/2
MECKLENBURG COUNTY, North Carolina
POLARIS 3G PARCEL OWNERSHIP AND GIS SUMMARY
Date Printed: 11/09/2015
12/09/2002 from Mecklenburg County
02/19/2004 from Mecklenburg County
This map or report is prepared for the inventory of real property within Mecklenburg County and is compiled from recorded deeds, plats, tax maps,
surveys, planimetric maps, and other public records and data. Users of this map or report are hereby notified that the aforementioned public primary
information sources should be consulted for verification. Mecklenburg County and its mapping contractors assume no legal responsibility for the
information contained herein.
Page 2/2
Rev. 11-02-2007 1
ENVIRONMENT, HEALTH & SAFETY GROUP
ENVIRONMENTAL ENGINEERING
REQUEST FOR AN ENVIRONMENTAL PROPERTY ASSESSMENT
TO: James Shapard
For more information, contact Ed Sullivan at 373-3719 or Mark McGary at 373-7898
Property Name:The Park Ministries/ Springfield Switching Station Lot
Site Address with zip code:13741 Lancaster Hwy., Charlotte, NC 28134
Duke Real Estate Agent:Tanya Houser
Agent’s E-mail Address [e-mail]
Phone Number:704-576-6651
Buying or Selling:Buying
Date of Request:11/4/2015
Confidential:yes no
Can property owner be contacted?yes no
Do we have permission to access the property?yes no
Code Block Information:5003/ DD8700D1/ I
Property To Be Sold:
The standard turnaround times for properties that Duke is selling are:
1 week-Real Estate Agent completes environmental assessment checklist and there are/were no underground storage tanks, creosol pole
storage areas, electrical equipment or significantly stained areas, or other area requiring sampling etc.
3 weeks-Real Estate Agent does not complete environmental assessment checklist and there are/were no underground storage tanks,
creosol pole storage areas, electrical equipment or significantly stained areas, etc.
8 weeks-The property has/had underground storage tanks, creosol pole storage areas, electrical equipment or significantly
stained areas, etc. which may require sampling.
Requested due date (if different from the standard):
History and uses of the property (tanks, etc. if known):
Names and numbers of contacts who have knowledge of activities at the site (if known):
In addition, please attach the following:
Site map (survey)Site location map
A copy of the environmental assessment checklist (if completed)
Property To Be Purchased:
The standard turnaround time for properties that Duke is purchasing is 8 weeks.
Requested due date (if different from the standard): 12/11/2015
History and uses of the property (tanks, etc. if known): Church facility, cell phone tower on site, part of landfill?, monitoring
wells?
Names and numbers of contacts who have knowledge of activities at the site (if known): Mike Rankins, Chief of staff, 704-654-
8741
In addition, please attach the following:
Site map (survey)Site location map Chain of Title plus names of adjacent property owners A copy of the
environmental assessment checklist (if completed)
Rev. 11-02-2007 2
Project Name: Springfield Switching Station
Request Number:
City:Charlotte County:Mecklenburg County
Property Location:13741 Lancaster Hwy, Charlotte, NC 28134
Date of Inspection:6/2015
I.Describe proposed plans for property:
Switching Station Site
II.Describe current land use:
Church property
III. Describe surrounding land use:
North:Vacant
South:Water Treatment facility
East:Residential
West:Residential
IV. Describe any structures which exist on the property and approximate year built. Will structures (s) be
renovated or demolished if property is purchased? Sanctuary, Cell phone tower, well, development center
V.Check property and neighboring property (especially uphill) for evidence of petroleum storage/use:
1. Fuel storage tanks (includes heating oil) above or below ground. (Identify by piping, pumps, corridors,) areas where
surface is stained, and/or dead vegetation.
a.Above-ground tank Yes No
b.Underground tank Yes No
If answer to a or b is yes, look for evidence of past spillage and/or leakage:
a.At the surface Yes No
b.Downhill from property Yes No
c.In neighboring storm drains Yes No
d.In nearby creeks Yes No
2.Describe if answer to any of the above is yes:
3.If an underground storage tank exists on the property, request the tank be tested by the Seller or Lessor.
a.If found to be leaking,request that the tank and contaminated soil be removed.
b.If tank is removed,request Owner to supply certification that soil and groundwater are “clean” and
meet applicable Federal/State regulations.
V.Has there ever been electrical equipment (transformers, etc.) stored on this property?
Not to my knowledge
VI.Has there ever been electrical equipment (transformers, etc.) stored on adjacent property?
Not to my knowledge
VII. Check property and neighboring properties for evidence of chemical storage or chemical use.
1.Check for drums, tanks, piles, spills, etc.
a.Drums Yes No
b.Tanks Yes No
c.Spills Yes No
d.Distressed vegetation Yes No
Rev. 11-02-2007 3
2.If answer to a,b,c, or d above is yes, look for signs of release to the environment such as:
a.Odors Yes No
b.Stains Yes No
c.Sheen on storm drains Yes No
d.Sheen on sewer Yes No
e.Sheen on creeks Yes No
3.Describe if answer to any of the above is yes:
N/A
VIII. Check property for presence of operating or abandoned drinking water wells:
1.Any abandoned well?Yes No
2.Any operating wells?Yes No
IX. If possible, check history of the property.
1.Through recollections and records of the Owner or Lessor.
2.Through long-term employees.
3.Through fire insurance maps.
COMMENTS OR ADDITIONAL INFORMATION (i.e directions, etc.): The survey coordinator mentioned 3
monitoring wells, also the title mentioned partial landfill.
___________________________________________________________
Signature of Real Estate Agent and Date
Name: Tanya Houser
Date: 11/4/2015
Rev. 11-02-2007 4
Phase One Users Questionnaire
1.Are you aware of any environmental clean-up liens against the property that are filed or recorded
under federal, tribal, state or local laws? Not to my knowledge
2.Are you aware of any Activity and Use Limitations (AUL’s) such as engineering controls, land use
restrictions, or institutional controls that are in place at the site and or have been filed or recorded in
a registry under federal, state or local law? Not to my knowledge
3.Do you have any specialized knowledge or experience related to the subject property or nearby
properties? No
4.Does the purchase price for the subject property reasonably reflect the fair market value of the
property? No If not, is the lower purchase price attributable to known or suspected
contamination on or near the property? N/A
5.Are you aware of information about the subject property that would be helpful in identifying
conditions indicative of contamination releases, such as:
a.Past uses of the property, Church
b.Past or current presence of specific chemicals, Not to my knowledge
c.Spills or chemical releases, Not to my knowledge
d.Environmental clean-ups or emergency responses at or near the property, Not to my
knowledge
e.Past or current presence of underground storage tanks and or piping, Not to my
knowledge
6.Based on your knowledge and experience, are there any obvious indicators that suggest the presence
or likely presence of contamination on the subject property? Some dumping by locals such as a
mattress. I didn't see anything else.
7.Has a previous Phase One Report been performed for the subject property? Not sure If yes, do
you have access to this report? No
8.Are there any wells or septic systems on the property? Yes
Subject Property: 13741 Lancaster Hwy, Charlotte, NC 28134
__________________________________________________________ _________________________
User Signature Date

– EDR Reports

FORM-LBC-SPM
®kcehCoeG htiw tropeR ™paM suidaR RDE ehT
metsyS ®kcehCdleiF RDE eht gnisu deraperP
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050
www.edrnet.com
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
Inquiry Number: 4461604.2s
November 23, 2015
SECTION PAGE
Executive Summary ES1
Overview Map 2
Detail Map 3
Map Findings Summary 4
Map Findings 8
Orphan Summary 15
Zip Scan Report ZIP-1
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-17
Physical Setting Source Map Findings A-19
Physical Setting Source Records Searched PSGR-1
TC4461604.2s 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
The EDR FieldCheck System enables EDR’s customers to make certain online modifications to the maps and text contained in®
EDR Radius Map Reports. As a result, the maps and text contained in this Report may have been so modified. EDR has not taken
any action to verify any such modifications, and this report and the findings set forth herein must be read in light of this fact. The EDR
FieldCheck System accesses user-modified records from previously submitted reports. Any user-modified record from a previous report
that is plotted outside the search radius of this report may not be included in this report.
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 2015 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
TC4461604.2s EXECUTIVE SUMMARY 1
A search of the environmental records was conducted by Environmental Data Resources, Inc. (EDR). S&ME
used the EDR FieldCheck System to review and/or revise the results of this search, based on
independent data verification by S&ME. 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
13471 LANCASTER HIGHWAY
CHARLOTTE, NC 28277
COORDINATES
35.0592000 - 35˚ 3’ 33.12’’Latitude (North):
80.8713000 - 80˚ 52’ 16.68’’Longitude (West):
Zone 17Universal Tranverse Mercator:
511735.9UTM X (Meters):
3879418.0UTM Y (Meters):
596 ft. above sea levelElevation:
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
5948343 WEDDINGTON, NCTarget Property Map:
2013Version Date:
6060301 FORT MILL, SCWest Map:
2014Version Date:
AERIAL PHOTOGRAPHY IN THIS REPORT
20120802, 20110521, 20110522Portions of Photo from:
USDASource:
4461604.2s Page 2
4 REICHHOLD CHEMICAL, DORMAN ROAD NC SHWS Higher 3455, 0.654, WNW
A3 MCALPINE CREEK WWTP 12701 LANCASTER HIGH NC IMD Lower 1450, 0.275, NNW
A2 CITY OF CHARLOTT-MCA 12701 LANCASTER HIGH NC LAST, NC LUST, NC IMD Lower 1369, 0.259, NNW
Reg REICHOLD CHEMICAL IN NC HSDS Same 3358, 0.636, WNW
1 LIFE SPRINGS CHURCH 13733 US HIGHWAY 521 NC SWF/LF, NC HIST LF TP
MAPPED SITES SUMMARY
Target Property Address:
13471 LANCASTER HIGHWAY
CHARLOTTE, NC 28277
Click on Map ID to see full detail.
MAP RELATIVE DIST (ft. & mi.)
ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 3
TARGET PROPERTY SEARCH RESULTS
The target property was identified in the following records. For more information on this
property see page 8.
EPA IDDatabase(s)Site
LIFE SPRINGS CHURCH
13733 US HIGHWAY 521
PINEVILLE, NC
N/ANC SWF/LF
Facility Status: InactiveClosed
Permit Num: 60AW-DEMO-
NC HIST LF
Facility Status: CLOSED
Facility Id: P0707
DATABASES WITH NO MAPPED SITES
No sites were identified in following databases.
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL National Priority List
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
FEDERAL FACILITY Federal Facility Site Information listing
CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System
Federal CERCLIS NFRAP site List
CERCLIS-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
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 4
RCRA-SQG RCRA - Small Quantity Generators
RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls / engineering controls registries
LUCIS Land Use Control Information System
US ENG CONTROLS Engineering Controls Sites List
US INST CONTROL Sites with Institutional Controls
Federal ERNS list
ERNS Emergency Response Notification System
State- and tribal - equivalent CERCLIS
SC SHWS Site Assessment Section Project List
State and tribal landfill and/or solid waste disposal site lists
SC SWF/LF Permitted Landfills List
NC OLI Old Landfill Inventory
State and tribal leaking storage tank lists
SC LUST Leaking Underground Storage Tank List
INDIAN LUST Leaking Underground Storage Tanks on Indian Land
NC LUST TRUST State Trust Fund Database
State and tribal registered storage tank lists
FEMA UST Underground Storage Tank Listing
NC UST Petroleum Underground Storage Tank Database
SC UST Comprehensive Underground Storage Tanks
NC AST AST Database
SC AST Aboveground Storage Tank List
INDIAN UST Underground Storage Tanks on Indian Land
State and tribal institutional control / engineering control registries
NC INST CONTROL No Further Action Sites With Land Use Restrictions Monitoring
State and tribal voluntary cleanup sites
NC VCP Responsible Party Voluntary Action Sites
INDIAN VCP Voluntary Cleanup Priority Listing
SC VCP Voluntary Cleanup Sites
State and tribal Brownfields sites
NC BROWNFIELDS Brownfields Projects Inventory
SC BROWNFIELDS Brownfields Sites Listing
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS A Listing of Brownfields Sites
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 5
Local Lists of Landfill / Solid Waste Disposal Sites
NC SWRCY Recycling Center Listing
SC SWRCY Solid Waste Recycling Facilities
INDIAN ODI Report on the Status of Open Dumps on Indian Lands
DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations
ODI Open Dump Inventory
Local Lists of Hazardous waste / Contaminated Sites
US HIST CDL National Clandestine Laboratory Register
US CDL Clandestine Drug Labs
Local Land Records
LIENS 2 CERCLA Lien Information
Records of Emergency Release Reports
HMIRS Hazardous Materials Information Reporting System
NC SPILLS Spills Incident Listing
SC SPILLS Spills Database List
NC SPILLS 90 SPILLS 90 data from FirstSearch
SC SPILLS 90 SPILLS 90 data from FirstSearch
NC SPILLS 80 SPILLS 80 data from FirstSearch
SC SPILLS 80 SPILLS 80 data from FirstSearch
Other Ascertainable Records
RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated
FUDS Formerly Used Defense Sites
DOD Department of Defense Sites
SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing
US FIN ASSUR Financial Assurance Information
EPA WATCH LIST EPA WATCH LIST
2020 COR ACTION 2020 Corrective Action Program List
TSCA Toxic Substances Control Act
TRIS Toxic Chemical Release Inventory System
SSTS Section 7 Tracking Systems
ROD Records Of Decision
RMP Risk Management Plans
RAATS RCRA Administrative Action Tracking System
PRP Potentially Responsible Parties
PADS PCB Activity Database System
ICIS Integrated Compliance Information System
FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
MLTS Material Licensing Tracking System
COAL ASH DOE Steam-Electric Plant Operation Data
COAL ASH EPA Coal Combustion Residues Surface Impoundments List
PCB TRANSFORMER PCB Transformer Registration Database
RADINFO Radiation Information Database
HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing
DOT OPS Incident and Accident Data
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 6
CONSENT Superfund (CERCLA) Consent Decrees
INDIAN RESERV Indian Reservations
UMTRA Uranium Mill Tailings Sites
LEAD SMELTERS Lead Smelter Sites
US AIRS Aerometric Information Retrieval System Facility Subsystem
US MINES Mines Master Index File
FINDS Facility Index System/Facility Registry System
NC COAL ASH Coal Ash Disposal Sites
SC COAL ASH Coal Ash Disposal Sites
NC DRYCLEANERS Drycleaning Sites
SC DRYCLEANERS Drycleaner Database
NC Financial Assurance Financial Assurance Information Listing
SC Financial Assurance Financial Assurance Information Listing
SC GWCI Groundwater Contamination Inventory
NC NPDES NPDES Facility Location Listing
SC NPDES Waste Water Treatment Facilities Listing
NC UIC Underground Injection Wells Listing
SC UIC Underground Injection Wells Listing
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
EDR MGP EDR Proprietary Manufactured Gas Plants
EDR Hist Auto EDR Exclusive Historic Gas Stations
EDR Hist Cleaner EDR Exclusive Historic Dry Cleaners
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
NC RGA HWS Recovered Government Archive State Hazardous Waste Facilities List
SC RGA HWS Recovered Government Archive State Hazardous Waste Facilities List
NC RGA LF Recovered Government Archive Solid Waste Facilities List
SC RGA LF Recovered Government Archive Solid Waste Facilities List
NC RGA LUST Recovered Government Archive Leaking Underground Storage Tank
SC RGA LUST Recovered Government Archive Leaking Underground Storage Tank
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases.
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed.
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 7
STANDARD ENVIRONMENTAL RECORDS
State- and tribal - equivalent NPL
NC HSDS: The Hazardous Substance Disposal Sites list contains locations of uncontrolled and
unregulated hazardous waste sites. The file contains sites on the national priority list as well as the state
priority list. The data source is the North Carolina Center for Geographic Information and Analysis.
An online review and analysis by S&ME of the NC HSDS list,
as provided by EDR, and dated 08/09/2011 has revealed that there is 1 NC HSDS site
within approximately 1 mile of the target property.
PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____
REICHOLD CHEMICAL IN WNW 1/2 - 1 (0.636 mi.) 0 8
State- and tribal - equivalent CERCLIS
NC SHWS: The State Hazardous Waste Sites 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. The data come from the Department of Environment & Natural Resources’
Inactive Hazardous Sites Program.
An online review and analysis by S&ME of the NC SHWS list,
as provided by EDR, and dated 07/16/2015 has revealed that there is 1 NC SHWS site
within approximately 1 mile of the target property.
PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____
REICHHOLD CHEMICAL, DORMAN ROAD WNW 1/2 - 1 (0.654 mi.) 4 14
Facility Id: NCD000773663
State and tribal leaking storage tank lists
NC LAST: A listing of leaking aboveground storage tank site locations.
An online review and analysis by S&ME of the NC LAST list,
as provided by EDR, and dated 08/07/2015 has revealed that there is 1 NC LAST site
within approximately 0.5 miles of the target property.
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____
CITY OF CHARLOTT-MCA 12701 LANCASTER HIGH NNW 1/4 - 1/2 (0.259 mi.) A2 8
Close Out: 07/01/1997
Incident Number: 17144
Current Status: A
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 8
NC LUST: The Leaking Underground Storage Tank Incidents Management Database contains an inventory
of reported leaking underground storage tank incidents. The data come from the Department of Environment, &
Natural Resources’ Incidents by Address.
An online review and analysis by S&ME of the NC LUST list,
as provided by EDR, and dated 08/07/2015 has revealed that there is 1 NC LUST site
within approximately 0.5 miles of the target property.
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____
CITY OF CHARLOTT-MCA 12701 LANCASTER HIGH NNW 1/4 - 1/2 (0.259 mi.) A2 8
Incident Phase: Closed Out
Incident Number: 17122
Current Status: C
ADDITIONAL ENVIRONMENTAL RECORDS
Records of Emergency Release Reports
NC IMD: Incident Management Database.
An online review and analysis by S&ME of the NC IMD list,
as provided by EDR, and dated 07/21/2006 has revealed that there are 2 NC IMD sites
within approximately 0.5 miles of the target property.
PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____
CITY OF CHARLOTT-MCA 12701 LANCASTER HIGH NNW 1/4 - 1/2 (0.259 mi.) A2 8
Facility Id: 17144
MCALPINE CREEK WWTP 12701 LANCASTER HIGH NNW 1/4 - 1/2 (0.275 mi.) A3 13
Facility Id: 17604
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 9
Due to poor or inadequate address information, the following sites were not mapped. Count: 84 records.
Site Name Database(s)____________ ____________
U.S. FOODS TRUCK SPILL NC LAST
RAE ROAD PROJECT 2 NC LAST
PINEVIEW RADIO TOWER NC UST, NC Financial Assurance
HAWK SANITATION AND RECYCLING, INC NC HIST LF
PRINTING TECHNOLOGY NC SHWS
LANCASTER CITY LANDFILL CERCLIS-NFRAP, SC SHWS
SPRINGS MILLS GRACE BLEACHERY SC SHWS
CATAWBA FERTILIZER SC SHWS
PARK ROAD QUICK CLEANERS NC DRYCLEANERS
RAINBOW CLEANERS NC DRYCLEANERS
NEIGHBORHOOD CLEANERS (THE) NC DRYCLEANERS
FANCY CARE CLEANERS NC DRYCLEANERS
DOVE ENVIRONMENTAL STORAGE UNIT DR CERCLIS
SOUTHEASTERN POLLUTION CONTROL CERCLIS-NFRAP
REICHOLD CHEMICAL INC CERCLIS-NFRAP
CHAMBERS NC SWF/LF
ERVIN LANE NC SWF/LF
BLYTHE INDUSTRIES NC SWF/LF
CHAMPION CONTRACTING NC SWF/LF
JAMES BAILEY NC SWF/LF
TERRY LOVE NC SWF/LF
F T WILLIAMS CO INC NC SWF/LF
LEFLER-STUART NC SWF/LF
F T WILLIAMS NC SWF/LF
J C TEETER NC SWF/LF
HARRY GRIMMER NC SWF/LF
THOMAS ROAD DEMO LANDFILL NC SWF/LF
MARIA RICCIARDI NC SWF/LF
FOSTER-CAVINESS NC SWF/LF
ON SITE CHARLOTTE AIRPORT RECYCLIN NC SWF/LF
DICKSON RESIDENCE NC LUST TRUST
TEXACO CONV. STORE/QUICK SHOPPE #2 NC LUST TRUST
CARRINGTON RESIDENCE NC LUST TRUST
CITY OF CHARLOTTE-CC AIR MAINT. FA NC LUST TRUST
DAVIDSON ICE & FUEL COMPANY NC LUST TRUST
NC DOT - PRIORITY SITE 13 NC LUST TRUST
BP STATION #24175(FORMER PLAZA ROA NC LUST TRUST
MCMICHAEL PROPERTY NC LUST TRUST
LINK RESIDENCE NC LUST TRUST
BALDWIN RESIDENCE NC LUST TRUST
HALL RESIDENCE NC LUST TRUST
IRWIN CREEK WWTP NC LUST TRUST
PIEDMONT NATURAL GAS CO. NC LUST TRUST
CHARLIE’S SUNOCO NC UST
1213 W MOREHEAD NC BROWNFIELDS
ABC ENGRAVERS (NEW PD) NC BROWNFIELDS
VIRKLER FACILITY II NC BROWNFIELDS
GOODYEAR SERVICE CENTER NC BROWNFIELDS
DCC APARTMENTS NC BROWNFIELDS
CAROLINA SASH & DOOR CO. NC BROWNFIELDS
SOUTHERN APARTMENTS NC BROWNFIELDS
EAST PARK - JOAL REALTY NC BROWNFIELDS
EAST PARK - BOYER NC BROWNFIELDS
CENTRAL AVENUE APARTMENTS NC BROWNFIELDS
STONEWALL STREET NC BROWNFIELDS
TYNER STREET REDEVELOPMENT NC BROWNFIELDS
WHITE FLOWERS NC BROWNFIELDS
KOLORTEX FACILITY NC BROWNFIELDS
NORFOLK SOUTHERN INTERMODAL FACILI NC BROWNFIELDS
EXECUTIVE SUMMARY
TC4461604.2s EXECUTIVE SUMMARY 10
RUSAK PROPERTY NC BROWNFIELDS
CENTRO NC BROWNFIELDS
BOXMEER DRIVE-RFRU NC BROWNFIELDS
CENTRAL AVENUE NC BROWNFIELDS
CAMDEN SQUARE AMENDMENT NC BROWNFIELDS
MECK BAR CENTER NC BROWNFIELDS
NC MUSIC FACTORY APTS NC BROWNFIELDS
STANDARD UNIFORM NC BROWNFIELDS
WESLEY VILLAGE II NC BROWNFIELDS
CAMDEN SQUARE NC BROWNFIELDS
CAROLINAS MEDICAL CENTER - MAIN NC AST
CONE MILLS CORP. (PINEVILLE PLANT) NC AST
TARHEEL CONTAINER CORP (SOUTHLAND NC AST
FOXHOLE RECYCLING CENTER RCRA NonGen / NLR
SNO-WHITE CLEANERS RCRA NonGen / NLR
EXXON RAS 46197 RCRA NonGen / NLR
COOPER PETER CORP RCRA NonGen / NLR
TARHEEL CONTAINER CORP . RCRA NonGen / NLR
LLOYDS ROLLINS SERVICE STATION SC GWCI
J A JONES BUILDING NC IMD
161 BORCHETTA DRIVE NC IMD
DAVIDSON COLLEGE-PHYSICAL PLAN NC IMD
MCALPINE CREEK PARK NC OLI
DOUBLE OAKS LANDFILL NC OLI
SOUTHSIDE PARK LANDFILL NC OLI
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.
6
0
600 600
6 4 05605
6
0
640
640600
6 40640
560
60
5 60
5 6 0 600
600 640560
5
6
0
6 40
640
5606
4
0
5 606
40 560
6
4
0
640
6 40640
640 6 4
0
5 6 0
5 6 0
60
0
680
600
6
0
0
680
560
5605
6
0
6 0 0
560
600
6 40
6 40
6 40560520
5
2
0
5 2 0
600
600
6 0 0
5
2
0
520
640
640
640
6
00
640 6 40
6 0 0
6 0 0
0
0
6 0 0
6 00
600
6 0 0
6 0 0
6
0
0
640640
6 0 0
6
0
0
5 6 0
5
6
0
5 60
5
6
0
5 6 0
5 6 0
6 0 0
5
6
0
640600
60 0
5 2 0
5 2 0560
5 6 0
560
5
6
0560
5
2
0
520
5 60 5 60
5 60
560
5
6
0
5
60
5
60
5
6
0
600
5
6
0
5 6 0520600
6 00
5 20
6
0
0
6 00 60
640
560
5
6
0
5 60
5 6 0
5
6
0
5 6 0
5 6 0
5 6 0
5 6 0
5 6 0
5 60
680
680
6
6 0 0
600
6 0 0
600
6 4 0 600
6
4
0
6
4
0
6 40640
640
6
0
0
640
6 40
6
4
0
640 640
6 4 0
6
4
0
64 0
640
640
64 0
640
640
6
4
0
6
8
0
6
8
0
640
6 40
6
4
0
6
8
0 68 0640640680
6
8
0
6 40
6 80
6 8 0
6 80
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.
600
6
0
0
6 4 0
6 4 0
640
600
560
560 5 60
560
5 20
5
6 0
5 60
6 00
5 60 5
520
5
6
0
6
0
0
6 0 0
600640
560
6
0
0
6
4
0
640
6 8
6 40
6
0
0 640 640
640
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 0.500FEDERAL FACILITY
0 NR NR 0 0 0 0.500CERCLIS
Federal CERCLIS NFRAP site List
0 NR NR 0 0 0 0.500CERCLIS-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 0.500LUCIS
0 NR NR 0 0 0 0.500US ENG CONTROLS
0 NR NR 0 0 0 0.500US INST CONTROL
Federal ERNS list
0 NR NR NR NR NR TPERNS
State- and tribal - equivalent NPL
1 NR 1 0 0 0 1.000NC HSDS
State- and tribal - equivalent CERCLIS
1 NR 1 0 0 0 1.000NC SHWS
0 NR 0 0 0 0 1.000SC SHWS
State and tribal landfill and/or
solid waste disposal site lists
1 NR NR 0 0 0 0.500 1NC SWF/LF
0 NR NR 0 0 0 0.500SC SWF/LF
0 NR NR 0 0 0 0.500NC OLI
TC4461604.2s 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
State and tribal leaking storage tank lists
1 NR NR 1 0 0 0.500NC LAST
1 NR NR 1 0 0 0.500NC LUST
0 NR NR 0 0 0 0.500SC LUST
0 NR NR 0 0 0 0.500INDIAN LUST
0 NR NR 0 0 0 0.500NC LUST TRUST
State and tribal registered storage tank lists
0 NR NR NR 0 0 0.250FEMA UST
0 NR NR NR 0 0 0.250NC UST
0 NR NR NR 0 0 0.250SC UST
0 NR NR NR 0 0 0.250NC AST
0 NR NR NR 0 0 0.250SC AST
0 NR NR NR 0 0 0.250INDIAN UST
State and tribal institutional
control / engineering control registries
0 NR NR 0 0 0 0.500NC INST CONTROL
State and tribal voluntary cleanup sites
0 NR NR 0 0 0 0.500NC VCP
0 NR NR 0 0 0 0.500INDIAN VCP
0 NR NR 0 0 0 0.500SC VCP
State and tribal Brownfields sites
0 NR NR 0 0 0 0.500NC BROWNFIELDS
0 NR NR 0 0 0 0.500SC BROWNFIELDS
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
0 NR NR 0 0 0 0.500US BROWNFIELDS
Local Lists of Landfill / Solid
Waste Disposal Sites
1 NR NR 0 0 0 0.500 1NC HIST LF
0 NR NR 0 0 0 0.500NC SWRCY
0 NR NR 0 0 0 0.500SC SWRCY
0 NR NR 0 0 0 0.500INDIAN ODI
0 NR NR 0 0 0 0.500DEBRIS REGION 9
0 NR NR 0 0 0 0.500ODI
Local Lists of Hazardous waste /
Contaminated Sites
0 NR NR NR NR NR TPUS HIST CDL
0 NR NR NR NR NR TPUS CDL
Local Land Records
0 NR NR NR NR NR TPLIENS 2
TC4461604.2s 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
Records of Emergency Release Reports
0 NR NR NR NR NR TPHMIRS
0 NR NR NR NR NR TPNC SPILLS
0 NR NR NR NR NR TPSC SPILLS
2 NR NR 2 0 0 0.500NC IMD
0 NR NR NR NR NR TPNC SPILLS 90
0 NR NR NR NR NR TPSC SPILLS 90
0 NR NR NR NR NR TPNC SPILLS 80
0 NR NR NR NR NR TPSC SPILLS 80
Other Ascertainable Records
0 NR NR NR 0 0 0.250RCRA NonGen / NLR
0 NR 0 0 0 0 1.000FUDS
0 NR 0 0 0 0 1.000DOD
0 NR NR 0 0 0 0.500SCRD DRYCLEANERS
0 NR NR NR NR NR TPUS FIN ASSUR
0 NR NR NR NR NR TPEPA WATCH LIST
0 NR NR NR 0 0 0.2502020 COR ACTION
0 NR NR NR NR NR TPTSCA
0 NR NR NR NR NR TPTRIS
0 NR NR NR NR NR TPSSTS
0 NR 0 0 0 0 1.000ROD
0 NR NR NR NR NR TPRMP
0 NR NR NR NR NR TPRAATS
0 NR NR NR NR NR TPPRP
0 NR NR NR NR NR TPPADS
0 NR NR NR NR NR TPICIS
0 NR NR NR NR NR TPFTTS
0 NR NR NR NR NR TPMLTS
0 NR NR NR NR NR TPCOAL ASH DOE
0 NR NR 0 0 0 0.500COAL ASH EPA
0 NR NR NR NR NR TPPCB TRANSFORMER
0 NR NR NR NR NR TPRADINFO
0 NR NR NR NR NR TPHIST FTTS
0 NR NR NR NR NR TPDOT OPS
0 NR 0 0 0 0 1.000CONSENT
0 NR 0 0 0 0 1.000INDIAN RESERV
0 NR NR 0 0 0 0.500UMTRA
0 NR NR NR NR NR TPLEAD SMELTERS
0 NR NR NR NR NR TPUS AIRS
0 NR NR NR 0 0 0.250US MINES
0 NR NR NR NR NR TPFINDS
0 NR NR 0 0 0 0.500NC COAL ASH
0 NR NR 0 0 0 0.500SC COAL ASH
0 NR NR NR 0 0 0.250NC DRYCLEANERS
0 NR NR NR 0 0 0.250SC DRYCLEANERS
0 NR NR NR NR NR TPNC Financial Assurance
0 NR NR NR NR NR TPSC Financial Assurance
0 NR 0 0 0 0 1.000SC GWCI
0 NR NR NR NR NR TPNC NPDES
TC4461604.2s 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
0 NR NR NR NR NR TPSC NPDES
0 NR NR NR NR NR TPNC UIC
0 NR NR NR NR NR TPSC UIC
EDR HIGH RISK HISTORICAL RECORDS
EDR Exclusive Records
0 NR 0 0 0 0 1.000EDR MGP
0 NR NR NR NR 0 0.125EDR Hist Auto
0 NR NR NR NR 0 0.125EDR Hist Cleaner
EDR RECOVERED GOVERNMENT ARCHIVES
Exclusive Recovered Govt. Archives
0 NR NR NR NR NR TPNC RGA HWS
0 NR NR NR NR NR TPSC RGA HWS
0 NR NR NR NR NR TPNC RGA LF
0 NR NR NR NR NR TPSC RGA LF
0 NR NR NR NR NR TPNC RGA LUST
0 NR NR NR NR NR TPSC RGA LUST
8 0 2 4 0 0 2- Totals --
NOTES:
TP = Target Property
NR = Not Requested at this Search Distance
Sites may be listed in more than one database
TC4461604.2s Page 7
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Teresa BradfordWaste Mgmt Specialist:
PRIVATEPublic/Private:
CLOSEDFacility Status:
P0707Facility Id:
FalseLined:
PINEVILLE, NC 28134Contact City,St,Zip:
Not reportedContact Address:
Not reportedContact Telephone:
Not reportedContact Title:
BILL MOBILEContact Name:
Not reportedFacility Fax:
60AWpermit_num:
DEMOFacility Type:
HIST_LF:
InactiveClosedFacility Status:
..Contact Telephone:
Bill MobileContact Name:
LFActivity:
CDWaste:
60AW-DEMO-Permit Num:
LF:
Actual:
596 ft.
Property PINEVILLE, NC
Target NC HIST LF13733 US HIGHWAY 521 SOUTH N/A
1 NC SWF/LFLIFE SPRINGS CHURCH OF GOD S105163905
12732.277725Area of feature in internal units squared:
454.982715907Length of feature in internal units:
761Sites designated as superfund cleanup sites:
482823.375Y-value coordinate in feet:
1436125.875X-value coordinate in feet:
454.98266601Total perimeter in coverage units:
12732.2753906Total area in coverage units:
35 3 43.118314 80 53 3.951432Lat/Long:
000 773 663Superfund ID:
FederalSite Type:
HSDS:
3358 ft.
1/2-1
WNW , NC
Region N/A
HSDS NC HSDSREICHOLD CHEMICAL INC S102442867
PProduct Type:
14Source Type:
SLContamination Type:
17144Incident Number:
MO-17144UST Number:
Not reportedFacility ID:
LAST:
1369 ft. Site 1 of 2 in cluster A
0.259 mi.
Relative:
Lower
Actual:
545 ft.
1/4-1/2 NC IMDCHARLOTTE, NC 28134
NNW NC LUST12701 LANCASTER HIGHWAY N/A
A2 NC LASTCITY OF CHARLOTT-MCALPINE CRK WTTP2 S103131731
TC4461604.2s Page 8
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedType:
3Operation Type:
3Ownership:
Not reportedOwner/Operator:
Not reportedDescription Of Incident:
Not reportedDate Reported:
Not reportedDate Occurred:
17144Facility Id:
PIRF:
Not reported5 Min Quad:
50 GALLON SPILL NORR SENT BASED ON 24 HR REPORT INFORMATIONComments:
Not reportedRP County:
CHARLOTTE, NCRP City,St,Zip:
600 EAST 4TH STREETRP Address:
Not reportedTelephone:
MICHELLE GREGORContact Person:
CITY OF CHARLOTTECompany:
MORRegion:
DPBRegional Officer Project Mgr:
Not reportedTestlat:
35.06635 -80.87492Lat/Long Decimal:
35 3 80 52Lat/Long:
FalseValid:
Not reportedError Code:
0Error Flag:
FalseRPOP:
FalseRPOW:
0Reel Num:
551CD Num:
FalseRPL:
3PETOPT:
G1RBCA GW:
ACurrent Status:
0Release Detection:
Not reportedLUR Filed:
NoFlag1:
NoFlag:
UnknownMTBE1:
NoMTBE:
INDLand Use:
Not reportedSite Risk Reason:
Not reportedPhase Of LSA Req:
0Site Priority:
Not reportedNORR Issue Date:
Not reportedNOV Issue Date:
Not reportedCorrective Action Plan Type:
URisk Class Based On Review:
URisk Classification:
Not reportedCommercial/NonCommercial UST Site:
0# Of Supply Wells:
Not reportedTank Regulated Status:
S1Level Of Soil Cleanup Achieved:
07/01/1997Close Out:
Not reportedClosure Request:
04/03/1997Cleanup:
04/01/1997Date Occur:
04/04/1997Date Reported:
CITY OF CHARLOTT-MCALPINE CRK WTTP2 (Continued) S103131731
TC4461604.2s Page 9
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
NoFlag1:
NoFlag:
NoMTBE1:
Not reportedMTBE:
Industrial/commercialLand Use:
Not reportedSite Risk Reason:
1Phase Of LSA Req:
20ESite Priority:
Not reportedNORR Issue Date:
Not reportedNOV Issue Date:
Not reportedCorrective Action Plan Type:
LRisk Class Based On Review:
LRisk Classification:
COMMERCIALCommercial/NonCommercial UST Site:
0# Of Supply Wells:
RTank Regulated Status:
Industrial/CommercialLevel Of Soil Cleanup Achieved:
05/20/2013Close Out:
Not reportedClosure Request:
01/17/1997Cleanup:
01/17/1997Date Occur:
03/19/1997Date Reported:
PProduct Type:
Leak-undergroundSource Type:
GWContamination Type:
17122Incident Number:
MO-5057UST Number:
00-0-000Facility ID:
LUST:
Not reportedClose-out Report:
Not reportedClosure Request Date:
Not reportedRS Designation:
Not reportedReclassification Report:
Not reportedSOC Signed:
Not reportedCorrective Action Planned:
Not reportedPublic Meeting Held:
Not reported45 Day Report:
4/9/1997NORR Issued:
Not reportedNOV Issued:
COIncident Phase:
7/1/1997Last Modified:
1Source Type:
Not reportedSource:
Not reportedCause:
Not reportedRelease Code:
Not reportedPirf/Min Soil:
Not reported5 Min Quad:
Not reported7#5 Min Quad:
Not reportedSamples Include:
Not reportedSamples Taken By:
Not reportedWells Affected Number:
Not reportedWells Affected Y/N:
Not reportedPriority Update:
0ESite Priority:
Not reportedLocation:
CITY OF CHARLOTT-MCALPINE CRK WTTP2 (Continued) S103131731
TC4461604.2s Page 10
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedSOC Signed:
Not reportedCorrective Action Planned:
Not reportedPublic Meeting Held:
Not reported45 Day Report:
Not reportedNORR Issued:
Not reportedNOV Issued:
Closed OutIncident Phase:
2013-05-20 00:00:00Last Modified:
Not reportedUst Number:
Not reportedSource:
Not reportedCause:
Not reportedErr Type:
PirfSource Code:
T66CRelease Code:
Not reportedPirf/Min Soil:
25 Minute Quad:
37#5 Minute Quad:
0Samples Include:
NWells Affected Y/N:
1998-05-15 00:00:00Priority Update:
20ESite Priority:
1Location:
3Type:
1Operation Type:
1Ownership:
MICHELLE GREGOR, P.E.Owner/Operator:
REPORT RECEIVED 05/29/97 DOCUMENTED GW CONTAMINATION.Description Of Incident:
1997-08-13 00:00:00Date Reported:
1997-01-17 00:00:00Date Occurred:
17122Facility Id:
PIRF:
Not reported5 Min Quad:
UST LEAKComments:
MECKLENBURGRP County:
CHARLOTTE, NC 282022844RP City,St,Zip:
600 EAST FOURTH STREETRP Address:
704-336-3654Telephone:
DOUG PIEROTTIContact Person:
CITY OF CHARLOTTECompany:
MORRegion:
DPBRegional Officer Project Mgr:
Not reportedTestlat:
35.0663 -80.8750Lat/Long Decimal:
FalseValid:
Not reportedError Code:
0Error Flag:
FalseRPOP:
FalseRPOW:
0Reel Num:
0CD Num:
FalseRPL:
3PETOPT:
Cleanups to alternate standardsRBCA GW:
File Located in HouseCurrent Status:
0Release Detection:
05/16/2013LUR Filed:
CITY OF CHARLOTT-MCALPINE CRK WTTP2 (Continued) S103131731
TC4461604.2s Page 11
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedSOC Sighned:
Not reportedCorrective Action Planned:
Not reportedPublic Meeting Held:
Not reported45 Day Report:
Not reportedNORR Issued:
Not reportedNOV Issued:
Follow UpIncident Phase:
4/3/1997Last Modified:
17144Facility ID:
DWQAgency:
ESTGPS:
Not reportedLongitude Decimal:
Not reportedLatitude Decimal:
Not reportedLongitude Number:
Not reportedLatitude Number:
Not reportedLongitude:
Not reportedLatitude:
Not reported5 Min Quad:
Not reported7.5 Min Quad:
Not reportedSamples Include:
Not reportedSampled By:
Not reportedWells Contam:
Not reportedNum Affected:
NoWells Affected:
GLDDem Contact:
Not reportedPriority Update:
EPriority Code:
Not reportedSite Priority:
Not reportedRisk Site:
Not reportedSetting:
Not reportedLocation:
Gasoline/dieselType:
Spill-surfaceSource:
Not reportedQty Recovered 1:
Not reportedQty Lost 1:
Not reportedMaterial:
ResidentialOperation:
UnknownOwnership:
CHARLOTTE, NCOper City,St,Zip:
CHARLOTTEOperator City:
600 EAST 4TH STREETOperator Address:
CITY OF CHARLOTTEOwner Company:
Not reportedContact Phone:
GREGOR, MICHELLEOperator:
50 GALLON SPILL NORR SENT BASED ON 24 HR REPORT INFORMATIONIncident Desc:
Not reportedSoil Contam:
No data entered (data entry person submitted a blank fieldGW Contam:
4/7/1997Submit Date:
4/3/1997Date Occurred:
17144Facility ID:
MORRegion:
IMD:
Not reportedClose-out Report:
Not reportedClosure Request Date:
Not reportedRS Designation:
Not reportedReclassification Report:
CITY OF CHARLOTT-MCALPINE CRK WTTP2 (Continued) S103131731
TC4461604.2s Page 12
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
Not reportedClose-out Report:
Not reportedClosure Request Date:
Not reportedRS Designation:
Not reportedReclassification Report:
CITY OF CHARLOTT-MCALPINE CRK WTTP2 (Continued) S103131731
Closed OutIncident Phase:
5/3/2001Last Modified:
17604Facility ID:
DWMAgency:
7GPS:
80.8713888888889Longitude Decimal:
35.0680555555556Latitude Decimal:
805217Longitude Number:
350405Latitude Number:
-80.87138888Longitude:
35.06805555Latitude:
Not reported5 Min Quad:
Not reported7.5 Min Quad:
Not reportedSamples Include:
Not reportedSampled By:
Not reportedWells Contam:
0Num Affected:
Not reportedWells Affected:
CGPDem Contact:
5/30/1998Priority Update:
LPriority Code:
ESite Priority:
LRisk Site:
IndustrialSetting:
FacilityLocation:
Gasoline/dieselType:
Leak-undergroundSource:
Not reportedQty Recovered 1:
Not reportedQty Lost 1:
GASMaterial:
Public ServiceOperation:
MunicipalOwnership:
CHARLOTTE, NC 28202Oper City,St,Zip:
CHARLOTTEOperator City:
600 E. 4TH ST. FLOOR 12Operator Address:
CITY OF CHARLOTTE, ENG. DEPTOwner Company:
704-336-3654Contact Phone:
MICHELLE GREGOROperator:
LEAK ALONG PRODUCT & DISPENSER LINESIncident Desc:
YesSoil Contam:
No Groundwater Contamination detectedGW Contam:
7/25/1997Submit Date:
Not reportedDate Occurred:
17604Facility ID:
MORRegion:
IMD:
1450 ft. Site 2 of 2 in cluster A
0.275 mi.
Relative:
Lower
Actual:
550 ft.
1/4-1/2 CHARLOTTE, NC
NNW 12701 LANCASTER HIGHWAY N/A
A3 NC IMDMCALPINE CREEK WWTP S102554661
TC4461604.2s Page 13
MAP FINDINGSMap ID
Direction
EDR ID NumberDistance
EPA ID NumberDatabase(s)SiteElevation
7/25/1997Close-out Report:
Not reportedClosure Request Date:
Not reportedRS Designation:
Not reportedReclassification Report:
Not reportedSOC Sighned:
Not reportedCorrective Action Planned:
Not reportedPublic Meeting Held:
Not reported45 Day Report:
Not reportedNORR Issued:
Not reportedNOV Issued:
MCALPINE CREEK WWTP (Continued) S102554661
Not reportedGeolocation Method:
Not reportedLat/Longitude:
NCD000773663EPAID:
SHWS:
3455 ft.
0.654 mi.
Relative:
Higher
Actual:
600 ft.
1/2-1 PINEVILLE, NC
WNW DORMAN ROAD N/A
4 NC SHWSREICHHOLD CHEMICAL, INC.S104919078
TC4461604.2s Page 14
OR
P
H
A
N

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U
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M
A
R
Y
Cit
y
ED
R

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e

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e

A
d
d
r
e
s
s
Zip Database(s)
Co
u
n
t
:

8
4

r
e
c
o
r
d
s
.
CH
A
R
L
O
T
T
E

S1
1
7
3
7
1
6
2
6
12
1
3

W

M
O
R
E
H
E
A
D
12
0
1
,

1
2
0
7

&

1
2
1
3

W
.

M
O
R
E
H
E
A
D
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
3
4
1
4
1
8
6
AB
C

E
N
G
R
A
V
E
R
S

(
N
E
W

P
D
)
72
4

N

&

I
-
8
5

S
E
R
V
I
C
E

R
O
A
D
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
3
4
1
4
3
5
9
VI
R
K
L
E
R

F
A
C
I
L
I
T
Y

I
I
10
0
0
,

1
0
1
0
,

1
0
2
0
,

1
0
2
2
-
A
,

1
0
2
2
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
7
0
5
5
3
7
7
GO
O
D
Y
E
A
R

S
E
R
V
I
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E

C
E
N
T
E
R
10
0

&

1
2
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.

S
T
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N
E
W
A
L
L

A
N
D

6
1
5
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
7
6
8
4
7
7
5
DC
C

A
P
A
R
T
M
E
N
T
S
11
3
,
1
2
1

&

1
2
5

W
E
S
T

W
O
R
T
H
I
N
G
T
O
N
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
7
9
0
4
1
1
6
CA
R
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S
A
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H

&

D
O
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C
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.
13
0
0
,
1
3
0
6

&

1
3
0
8

C
E
N
T
R
A
L

A
V
E
,
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
3
4
1
4
3
4
0
SO
U
T
H
E
R
N

A
P
A
R
T
M
E
N
T
S
81
1

&

1
3
3
1

W
.

M
O
R
E
H
E
A
D

S
T
;

8
2
9
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
3
4
1
4
2
5
4
EA
S
T

P
A
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K

-

J
O
A
L

R
E
A
L
T
Y
15
3
0

&

1
5
3
4

E
L
I
Z
A
B
E
T
H

A
V
E
N
U
E
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
3
4
1
4
2
5
1
EA
S
T

P
A
R
K

-

B
O
Y
E
R
16
0
7

&

1
6
1
1

E
A
S
T

F
O
U
R
T
H

S
T
R
E
E
T
NC BROWNFIELDS
C HA
R
L
O
T
T
E

S 11
7
9
0
4
1
1
8
C EN
T
R
A
L

A
V
E
N
U
E

A
P
A
R
T
M
E
N
T
S
1 93
1
,

1
9
3
3
,

2
0
0
7
,

2
0
1
3
,

2
0
2
7
,
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 11
7
6
8
4
7
8
5
S TO
N
E
W
A
L
L

S
T
R
E
E
T
3 00

&

3
0
6

E
.

S
T
O
N
E
W
A
L
L

S
T
R
.
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 11
3
4
1
4
3
5
6
T YN
E
R

S
T
R
E
E
T

R
E
D
E
V
E
L
O
P
M
E
N
T
7 81
0
,

7
8
1
2
,

7
8
1
4
,

7
8
1
6
,

7
8
1
8
,
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 11
7
6
8
4
7
9
0
W HI
T
E

F
L
O
W
E
R
S
E AS
T

7
T
H

S
T
R
E
E
T
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 10
5
7
0
2
8
9
4
J A

J
O
N
E
S

B
U
I
L
D
I
N
G
6 06
0

S
T
.

A
L
B
A
N
S

S
T
R
E
E
T
N C IMD
C HA
R
L
O
T
T
E

S 11
3
9
0
6
1
7
0
K OL
O
R
T
E
X

F
A
C
I
L
I
T
Y
2 81
0
,
2
9
0
0

A
N
D

2
9
1
0

H
O
R
S
E
S
H
O
E

L
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 11
3
4
1
4
3
0
3
N OR
F
O
L
K

S
O
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T
H
E
R
N

I
N
T
E
R
M
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D
A
L

F
A
C
I
L
I
1 80
3
-
1
9
1
5

A
N
D

1
6
0
9

N
.

B
R
E
V
A
R
D
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 10
6
6
1
6
7
8
8
D IC
K
S
O
N

R
E
S
I
D
E
N
C
E
1 22
6

A
Y
K
E
S
F
I
R
D

R
D
N C LUST TRUST
C HA
R
L
O
T
T
E

S 11
3
4
1
4
3
3
1
R US
A
K

P
R
O
P
E
R
T
Y
3 00
4

B
A
N
K

S
T
R
E
E
T

&

3
3
3
1

G
R
I
F
F
I
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 10
5
2
1
9
5
2
0
T EX
A
C
O

C
O
N
V
.

S
T
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R
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/
Q
U
I
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K

S
H
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P
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E

#
2
5 60
0

B
E
L
H
A
V
E
N

B
L
V
D
.
N C LUST TRUST
C HA
R
L
O
T
T
E

S 11
3
4
1
4
2
2
8
C EN
T
R
O
W .
B
L
V
D
.
,

C
A
M
D
E
N

R
D
,

W
.

K
I
N
G
S
T
N C BROWNFIELDS
C HA
R
L
O
T
T
E

A 10
0
3
5
6
0
7
7
C AR
O
L
I
N
A
S

M
E
D
I
C
A
L

C
E
N
T
E
R

-

M
A
I
N
1 00
0

B
L
Y
T
H

B
L
V
D
N C AST
C HA
R
L
O
T
T
E

S 10
5
1
2
0
3
9
0
1 61

B
O
R
C
H
E
T
T
A

D
R
I
V
E
1 61

B
O
R
C
H
E
T
T
A

D
R
I
V
E
N C IMD
C HA
R
L
O
T
T
E

S 11
8
1
6
1
6
4
6
B OX
M
E
E
R

D
R
I
V
E
-
R
F
R
U
3 00
1

B
O
X
M
E
E
R

D
R
I
V
E
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 11
7
6
6
6
9
0
0
P AR
K

R
O
A
D

Q
U
I
C
K

C
L
E
A
N
E
R
S
5 12

B
R
A
N
D
Y
W
I
N
E

D
R
I
V
E
N C DRYCLEANERS
C HA
R
L
O
T
T
E

S 10
4
9
1
9
0
7
4
P RI
N
T
I
N
G

T
E
C
H
N
O
L
O
G
Y
1 00
9

C
A
R
P
E
T

S
T
R
E
E
T
N C SHWS
C HA
R
L
O
T
T
E

S 10
5
2
1
9
8
9
1
C AR
R
I
N
G
T
O
N

R
E
S
I
D
E
N
C
E
1 59
1
5

C
A
R
Y

R
I
D
G
E

R
D
N C LUST TRUST
C HA
R
L
O
T
T
E

S 11
7
0
5
5
3
7
0
C EN
T
R
A
L

A
V
E
N
U
E
C EN
T
R
A
L

A
V
E
N
U
E
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 11
0
6
3
0
3
5
5
M CA
L
P
I
N
E

C
R
E
E
K

P
A
R
K
C HA
R
L
O
T
T
E
:

T
A
K
E

E
A
S
T

I
N
D
E
P
E
N
D
E
N C OLI
C HA
R
L
O
T
T
E

S 10
9
1
6
4
1
0
3
C HA
M
B
E
R
S
C OB
L
E

R
O
A
D
N C SWF/LF
C HA
R
L
O
T
T
E

S 11
3
4
1
4
2
1
8
C AM
D
E
N

S
Q
U
A
R
E

A
M
E
N
D
M
E
N
T
4 13
,

3
3
2

D
O
G
G
E
T
T
,

3
0
7
,
3
1
1

W
.

W
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 10
9
1
6
4
0
8
3
E RV
I
N

L
A
N
E
E RV
I
N

L
A
N
E
N C SWF/LF
C HA
R
L
O
T
T
E

S 10
5
2
1
8
7
4
8
C IT
Y

O
F

C
H
A
R
L
O
T
T
E
-
C
C

A
I
R

M
A
I
N
T
.

F
A
4 83
0

E
X
P
R
E
S
S

D
I
R
V
E
N C LUST TRUST
C HA
R
L
O
T
T
E

S 11
0
6
3
0
3
6
0
D OU
B
L
E

O
A
K
S

L
A
N
D
F
I
L
L
F RO
M

C
H
A
R
L
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T
T
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,

I
7
7
,

E
X
I
T

1
2

R
N C OLI
C HA
R
L
O
T
T
E

S 10
5
7
6
4
5
8
9
D AV
I
D
S
O
N

C
O
L
L
E
G
E
-
P
H
Y
S
I
C
A
L

P
L
A
N
4 20

G
L
A
S
C
O

S
T
R
E
E
T
N C IMD
C HA
R
L
O
T
T
E

S 10
9
1
6
4
0
7
7
B LY
T
H
E

I
N
D
U
S
T
R
I
E
S
H AR
R
I
S
B
U
R
G

R
O
A
D
N C SWF/LF
C HA
R
L
O
T
T
E

S 10
9
6
1
1
2
7
1
C HA
M
P
I
O
N

C
O
N
T
R
A
C
T
I
N
G
H UB
B
A
R
D

R
O
A
D
N C SWF/LF
C HA
R
L
O
T
T
E

S 11
3
4
1
4
2
9
3
M EC
K

B
A
R

C
E
N
T
E
R
I NT
E
R
S
E
C
T
I
O
N

O
F

J
U
D
S
O
N

A
V
E

&

Z
N C BROWNFIELDS
C HA
R
L
O
T
T
E

S 10
9
6
1
1
2
6
9
J AM
E
S

B
A
I
L
E
Y
K EL
L
Y

R
O
A
D
N C SWF/LF
C HA
R
L
O
T
T
E

S 10
9
1
6
4
0
8
6
T ER
R
Y

L
O
V
E
K EL
L
Y

R
O
A
D
N C SWF/LF
C HA
R
L
O
T
T
E

1 01
6
1
6
9
4
6
9
F OX
H
O
L
E

R
E
C
Y
C
L
I
N
G

C
E
N
T
E
R
1 91
3
1

L
A
N
C
A
S
T
E
R

H
W
Y
28277 R CRA NonGen / NLR
C HA
R
L
O
T
T
E

S 10
5
2
1
8
1
8
0
D AV
I
D
S
O
N

I
C
E

&

F
U
E
L

C
O
M
P
A
N
Y
4 16

S
.

M
A
I
N

S
T
R
E
E
T
N C LUST TRUST
C HA
R
L
O
T
T
E

S 11
7
4
1
1
6
2
8
U .S
.

F
O
O
D
S

T
R
U
C
K

S
P
I
L
L
-48
5

M
I
L
E

M
A
R
K
E
R

1
8
.
1
N C LAST
C HA
R
L
O
T
T
E

S 11
7
3
7
1
6
3
4
N C
M
U
S
I
C

F
A
C
T
O
R
Y

A
P
T
S
6 30

N
C

M
U
S
I
C

F
A
C
T
O
R
Y

B
L
V
D
N C BROWNFIELDS
TC
4
4
6
1
6
0
4
.
2
s

P
a
g
e

1
5
OR
P
H
A
N

S
U
M
M
A
R
Y
Cit
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ED
R

I
D
Si
t
e

N
a
m
e
Si
t
e

A
d
d
r
e
s
s
Zip Database(s)
Co
u
n
t
:

8
4

r
e
c
o
r
d
s
.
CH
A
R
L
O
T
T
E

S1
0
7
9
9
9
2
5
1
HA
W
K

S
A
N
I
T
A
T
I
O
N

A
N
D

R
E
C
Y
C
L
I
N
G
,

I
N
C
90
0

N
O
R
R
I
S

D
I
V
E
NC HIST LF
CH
A
R
L
O
T
T
E

S1
0
9
6
1
1
2
7
0
F
T

W
I
L
L
I
A
M
S

C
O

I
N
C
OA
K
D
A
L
E

R
O
A
D
NC SWF/LF
CH
A
R
L
O
T
T
E

S1
0
5
2
1
8
7
5
9
NC

D
O
T

-

P
R
I
O
R
I
T
Y

S
I
T
E

1
3
60
0
1

O
L
D

D
O
W
N

R
O
A
D
NC LUST TRUST
CH
A
R
L
O
T
T
E

S1
0
9
1
6
4
1
0
6
LE
F
L
E
R
-
S
T
U
A
R
T
#3
6
9

P
.
O
.

B
O
X

3
1
5
4
7
NC SWF/LF
CH
A
R
L
O
T
T
E

S1
0
9
1
6
4
0
9
0
F
T

W
I
L
L
I
A
M
S
PA
L
M
E
R

D
R
I
V
E
NC SWF/LF
CH
A
R
L
O
T
T
E

S1
1
7
0
5
5
3
9
7
ST
A
N
D
A
R
D

U
N
I
F
O
R
M
60
0

P
H
I
L
L
I
P

D
A
V
S

D
R
I
V
E
NC BROWNFIELDS
CH
A
R
L
O
T
T
E

S1
1
7
6
6
6
8
7
4
RA
I
N
B
O
W

C
L
E
A
N
E
R
S
85
0
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
,

S
U
NC DRYCLEANERS
CH
A
R
L
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K

M
E
M
O
R
I
A
L

S
T
A
T
E
H WY

5
2
1

S
O
U
T
H
P IN
E
V
I
L
L
E
N C U ST
28
1
3
4
20
0
4
7
1
0
9
0
9
15
1
9

A
L
A
S
K
A
N

W
A
Y

S
O
U
T
H
SE
A
T
T
L
E
WA ERNS
28
1
3
4
10
1
4
9
8
8
9
6
0
13
3
1
6

A
L
E
X

M
I
L
L

D
R
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
0
7
6
9
4
1
4
2
11
0
0
1
8
5
0
7
2
0
3
EA
R
N
H
E
A
R
T
S

S
E
R
V
I
C
E
AR
D
E
R
Y
-
K
E
L
L

R
O
A
D

&

P
R
O
V

R
O
A
D

W
E
S
T
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
4
9
8
8
3
5
4
13
2
0
3

B
A
K
E
R

M
I
L
L
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
1
4
9
9
3
5
4
4
14
3
2
9

B
L
U
E

G
R
A
N
I
T
E

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
1
5
6
7
6
7
6
7
92
4
8

S

B
O
U
L
E
V
A
R
D
**
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
A1
0
0
1
8
7
5
2
9
60
0
6
8
TA
R
H
E
E
L

C
O
N
T
A
I
N
E
R

C
O
R
P

(
S
O
U
T
H
L
A
N
D
PO

B
O
X

2
4
0
1
9
3
**
PI
N
E
V
I
L
L
E
NC AST
28
1
3
4
A1
0
0
1
8
6
5
3
3
01
0
2
5
CO
N
E

M
I
L
L
S

C
O
R
P
.

(
P
I
N
E
V
I
L
L
E

P
L
A
N
T
)
PO

B
O
X

2
7
8
**
PI
N
E
V
I
L
L
E
NC AST
28
1
3
4
10
0
3
8
6
8
3
6
0
NC
D
9
8
0
7
2
8
6
2
0
SO
U
T
H
E
A
S
T
E
R
N

P
O
L
L
U
T
I
O
N

C
O
N
T
R
O
L
PO

B
O
X

6
7
**
PI
N
E
V
I
L
L
E
NC CERCLIS-NFRAP
28
1
3
4
10
1
5
1
1
3
3
8
8
PO

B
O
X

6
9
7
**
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
S1
1
2
3
3
7
2
8
0
ZU
M
A

F
U
N

C
E
N
T
E
R
10
4
0
0

C
A
D
I
L
L
A
C

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC
28
1
3
4
S1
1
0
6
2
8
7
8
4
ZU
M
A

F
U
N

C
E
N
T
E
R
10
4
0
0

C
A
D
I
L
L
A
C

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC
28
1
3
4
10
1
5
1
4
0
2
8
7
10
5
1
0

C
A
D
I
L
L
A
C

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
U0
0
1
1
8
6
2
1
6
0-
0
0
0
2
4
9
CA
R
O
L
I
N
A

C
O
N
C
R
E
T
E

P
U
M
P
I
N
G

I
N
C
11
7

C
A
D
I
L
L
A
C

S
T
PI
N
E
V
I
L
L
E
NC LUST TRUST, LUST, UST
28
1
3
4
10
0
7
7
1
9
0
1
2
11
0
0
1
8
7
5
6
3
5
4
CA
R
O
L
I
N
A

C
O
N
C
R
E
T
E

P
U
M
P
I
N
G

I
N
C
O
R
P
O
11
7

C
A
D
I
L
L
A
C

S
T
R
E
E
T
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
1
5
4
2
3
7
11
0
2
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
0
4
9
1
4
3
8
11
0
0
3
1
4
4
0
8
2
1
SE
A
R
S

#
1
6
4
6
/
6
1
9
3
11
0
3
3

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
0
3
2
3
5
4
8
NC
R
0
0
0
1
4
4
2
0
4
SE
A
R
S

#
1
6
4
6
/
6
1
9
3
11
0
3
3

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
PI
N
E
V
I
L
L
E
NC RCRA-CESQG
28
1
3
4
10
1
6
6
5
1
9
0
1
11
0
0
0
4
0
1
1
8
8
1
OK
L
A
H
O
M
A

I
N
S
T
A
L
L
A
T
I
O
N

C
O

#
4
4
5
11
0
4
1

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
Y
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
4
7
4
4
2
6
6
NC
0
0
0
0
0
5
6
7
5
4
OK
L
A
H
O
M
A

I
N
S
T
A
L
L
A
T
I
O
N

C
O

#
4
4
5
11
0
4
1

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
Y
PI
N
E
V
I
L
L
E
NC RCRA-CESQG
28
1
3
4
10
1
2
1
0
6
5
5
7
11
0
0
3
8
8
8
7
7
3
7
SA
M
’
S

C
L
U
B

#
6
3
4
8
11
4
2
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
3
7
5
5
1
6
6
0-
0
3
6
1
7
0
SA
M
S

C
L
U
B

6
3
4
8
11
4
2
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
1
2
1
8
3
5
8
7
NC
R
0
0
0
1
4
7
9
2
6
SA
M
’
S

C
L
U
B

#
6
3
4
8
11
4
2
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
PI
N
E
V
I
L
L
E
NC RCRA-CESQG
28
1
3
4
10
1
5
1
7
2
8
6
1
11
7
1
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
2 81
3
4
1 00
7
7
1
4
0
3
9
1 10
0
1
8
7
0
6
3
9
1
B JS

W
A
R
E
H
O
U
S
E

C
L
U
B
1 17
1
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
A
R
K
W
A
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
4
7
8
3
7
3
1
1 10
0
4
1
6
3
8
2
9
8
M ON
R
O

M
U
F
F
L
E
R

/

B
R
A
K
E
1 17
1
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 00
4
7
4
7
1
1
2
N CR
0
0
0
1
3
5
9
1
3
B J’S

W
H
O
L
E
S
A
L
E

C
L
U
B

#
0
1
1
4
1 17
1
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
P IN
E
V
I
L
L
E
N C R CRA-CESQG
2 81
3
4
1 01
6
6
3
0
1
8
9
1 10
0
0
4
0
6
1
3
4
5
B J’S

W
H
O
L
E
S
A
L
E

C
L
U
B

#
0
1
1
4
1 17
1
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
4
3
9
4
0
1
3
N CS
0
0
0
0
0
1
5
8
6
M ON
R
O

M
U
F
F
L
E
R

/

B
R
A
K
E
1 17
1
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
U 00
3
6
9
8
3
0
6
0 -0
3
6
0
4
0
B JS

W
A
R
E
H
O
U
S
E

C
L
U
B
1 17
1
5

C
A
R
O
L
I
N
A

P
L
A
C
E

P
K
W
Y
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
4
7
4
6
3
1
6
N CD
9
8
6
2
2
9
3
1
8
H OM
E

D
E
P
O
T

#
3
6
0
1
1 02
1
0

C
E
N
T
R
U
M

P
K
W
Y
P IN
E
V
I
L
L
E
N C R CRAInfo-SQG
2 81
3
4
1 01
6
6
1
2
6
7
9
1 10
0
0
4
0
4
9
5
2
9
H OM
E

D
E
P
O
T

#
3
6
0
1
1 02
1
0

C
E
N
T
R
U
M

P
K
W
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
2
1
8
3
5
4
7
N CR
0
0
0
1
4
7
5
0
4
K MA
R
T

#
4
7
7
7
1 05
0
0

C
E
N
T
R
U
M

P
K
W
Y
P IN
E
V
I
L
L
E
N C R CRA-CESQG
2 81
3
4
1 01
2
1
0
6
3
0
2
1 10
0
3
8
8
8
7
1
0
3
K MA
R
T

#
4
7
7
7
1 05
0
0

C
E
N
T
R
U
M

P
K
W
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
5
1
4
0
3
4
0
1 05
1
5

C
E
N
T
R
U
M

P
K
W
Y
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 00
5
6
8
1
3
0
4
1 10
0
0
5
9
7
5
0
2
5
J EM

A
U
T
O
M
O
T
I
V
E

A
K
A

C
O
M
P
L
E
T
E
1 05
1
5

C
E
N
T
R
U
M

P
A
R
K
W
A
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
S 11
7
4
1
1
7
6
4
S AM
’
S

M
A
R
T

7
6
9
1 82
8

N
O
R
T
H

C
H
A
R
L
O
T
T
E

A
V
E
M ON
R
O
E
N C L UST
2 81
3
4
1 01
6
6
6
7
4
0
6
1 10
0
0
4
0
2
0
9
6
0
M ET
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M
P
R
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V
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M
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N
T

C
O

I
N
C
1 00
0
0

C
H
I
N
A

G
R
O
V
E

C
H
U
R
C
H

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 00
0
1
4
7
8
6
7
N CD
0
8
6
8
6
1
7
7
0
M ET
A
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M
P
R
O
V
E
M
E
N
T

C
O

I
N
C
1 00
0
0

C
H
I
N
A

G
R
O
V
E

C
H
U
R
C
H

R
D
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
U 00
3
1
4
7
2
4
9
0 -0
3
4
4
5
1
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V
I
L
L
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V
O
L
U
N
T
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F
I
R
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D
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P
T
1 08

C
H
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C
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N C I MD, LUST, UST
2 81
3
4
1 01
5
2
3
4
9
4
0
1 49
0
8

C
O
G
N
A
C

C
T
P IN
E
V
I
L
L
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N C E DR Historical Auto S tations
2 81
3
4
1 01
5
1
1
7
7
8
3
1 00

C
O
L
L
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G
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S
T
P IN
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V
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L
L
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N C E DR Historical Auto S tations
2 81
3
4
1 01
5
1
7
3
7
2
6
1 18

C
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S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 00
7
7
1
6
1
1
8
1 10
0
1
8
7
2
7
2
9
8
T OW
N

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P
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V
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L
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1 18

C
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P IN
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L
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N C F INDS
2 81
3
4
U 00
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6
4
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1
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3
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2
T OW
N

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P
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V
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1 18

C
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P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
5
9
3
2
9
0
8
T IL
L
E
T
T

C
H
E
M

I
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3 16

C
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N C T SCA
Re
p
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#

4
4
6
1
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2
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2 81
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-
1
3 16

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N C I MD, SHWS, LUST, UST
2 81
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4
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3 16

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N C R CRA-NonGen, FINDS
2 81
3
4
1 00
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7
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N CD
0
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M
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4 36

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N C R CRA-NonGen
2 81
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4
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4 36

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N C F INDS
2 81
3
4
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5
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2 35
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M
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4 36

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2 81
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4
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6
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5
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U PS

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9 00

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P IN
E
V
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L
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N C F INDS
2 81
3
4
U 00
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0
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5
9
7
0 -0
3
1
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4
U PS

T
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-
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9 00

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L
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N C L UST, UST
2 81
3
4
1 00
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0
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6
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7
U PS

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9 00

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2 81
3
4
1 01
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9
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9 01

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2 81
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4
1 01
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3
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2
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9 01

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V
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L
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N C F INDS
2 81
3
4
S 10
7
9
9
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7
3 60
8
7
C LA
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R
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1 06

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F
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D

D
R
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P IN
E
V
I
L
L
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N C L UST TRUST, IMD, LUST
2 81
3
4
S 10
7
9
9
8
5
3
0
3 60
9
0
C LA
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T
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#
2
1 08

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D
R
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C HA
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L
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2 81
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4
1 00
0
2
6
7
7
8
3
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0
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6
1
6
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A
U
S
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A
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8 80
0

C
R
U
M
P

R
D
P IN
E
V
I
L
L
E
N C R CRAInfo-SQG, UST
2 81
3
4
1 00
1
1
2
7
6
4
6
N CR
0
0
0
0
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6
5
3
6
I NT
E
R
T
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X

C
A
R
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C
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1 10
0

C
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L
P

R
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A
D
P IN
E
V
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L
L
E
N C R CRA-NonGen
2 81
3
4
1 01
2
1
4
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9
1
9
1 10
0
3
9
0
8
1
6
2
2
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L
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P
E
R
F
O
R
A
T
H
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1 10
0
-
A

C
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L
P

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
2
1
8
3
7
6
4
N CS
0
0
0
0
0
1
3
3
3
E RD
L
E

P
E
R
F
O
R
A
T
H
I
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1 10
0
-
A

C
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L
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R
D
P IN
E
V
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L
L
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N C R CRA-NonGen
2 81
3
4
1 01
5
2
0
9
4
0
3
1 33
1

C
U
L
P

R
D
P IN
E
V
I
L
L
E
N C E DR Historical Auto Stations
28
1
3
4
10
1
4
9
8
3
1
6
3
12
2
1
7

D
A
N
B
Y

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
0
0
1
7
1
0
5
1
NC
D
0
0
0
7
7
3
6
6
3
RE
I
C
H
O
L
D

C
H
E
M
I
C
A
L

I
N
C
DO
R
M
A
N

R
D
**
PI
N
E
V
I
L
L
E
NC CERCLIS-NFRAP
28
1
3
4
10
1
1
5
6
1
1
4
6
11
0
0
1
3
6
9
3
7
0
7
TH
E

C
O
T
T
A
G
E
S

A
T

C
A
R
O
L
I
N
A

P
L
A
C
E

V
I
L
L
DO
R
M
A
N

R
O
A
D
**
PI
N
E
V
I
L
L
E
NC ICIS, FINDS
28
1
3
4
10
1
6
6
7
3
9
9
8
11
0
0
0
4
0
2
6
4
7
4
GR
I
F
F
I
N

C
L
E
A
N
E
R
S
10
5

D
O
V
E
R

S
T
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
4
7
4
5
1
1
7
NC
D
9
8
1
8
6
1
5
5
2
GR
I
F
F
I
N

C
L
E
A
N
E
R
S
10
5

D
O
V
E
R

S
T
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
U0
0
3
3
6
9
6
8
6
0-
0
3
5
8
0
2
TO
W
N

O
F

P
I
N
E
V
I
L
L
E
20
0

D
O
V
E
R

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
0
7
7
0
3
6
3
5
11
0
0
1
8
6
0
2
2
8
9
TO
W
N

O
F

P
I
N
E
V
I
L
L
E
20
0

D
O
V
E
R

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
1
5
4
2
0
2
11
0
2
1

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
0
0
2
5
9
8
9
2
NC
D
9
8
1
8
6
1
2
7
1
NA
T
I
O
N
A
L

P
R
I
N
T
I
N
G

I
N
K

C
O
11
1
2
2

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
6
1
0
5
2
4
11
0
0
0
4
0
2
6
2
7
8
NA
T
I
O
N
A
L

P
R
I
N
T
I
N
G

I
N
K

C
O
11
1
2
2

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
0
9
8
0
6
4
0
NC
0
0
0
1
0
0
0
0
9
0
EL
E
C
T
R
O

P
A
I
N
T
E
R
S
11
1
8
4

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC RCRA-CESQG
28
1
3
4
10
1
6
6
3
2
4
0
7
11
0
0
0
4
0
1
4
5
6
6
EL
E
C
T
R
O

P
A
I
N
T
E
R
S
11
1
8
4

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
0
8
3
2
0
5
6
11
0
0
0
1
4
8
9
8
4
4
IN
D
U
S
T
R
I
A
L

P
I
P
I
N
G

I
N
C
11
3
0
1

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC IMD, RCRA-CESQG, FINDS
28
1
3
4
S1
1
0
7
2
8
8
4
0
IN
D
U
S
T
R
I
A
L

P
I
P
I
N
G
,

I
N
C
.
11
3
0
1

D
O
W
N
S

R
O
A
D
PI
N
E
V
I
L
L
E
NC LUST
28
1
3
4
10
1
5
1
6
8
9
3
8
11
5
0
8

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
0
0
2
3
9
1
6
5
NC
D
9
8
2
1
4
0
0
2
2
AS
P
H
A
L
T

A
S
S
O
C
I
A
T
E
S

O
F

C
H
A
R
L
O
T
T
E
11
6
3
6

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
6
6
9
4
9
1
11
0
0
0
4
0
3
5
0
2
6
AS
P
H
A
L
T

A
S
S
O
C
I
A
T
E
S

O
F

C
H
A
R
L
O
T
T
E
11
6
3
6

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
3
1
3
8
6
0
0
0-
0
3
5
3
3
0
AM
E
R
I
C
A
N

P
R
O
D
U
C
T
S

I
N
C
11
8
1
5

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
0
7
7
0
3
6
4
2
11
0
0
1
8
6
0
2
3
0
5
AM
E
R
I
C
A
N

P
R
O
D
U
C
T
S

I
N
C
O
R
P
O
R
A
T
E
D
11
8
1
5

D
O
W
N
S

R
O
A
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
7
7
1
6
3
3
7
11
0
0
1
8
7
2
9
5
2
6
FA
B
R
I
C
A
T
I
O
N

F
A
C
I
L
I
T
Y
11
9
0
1

D
O
W
N
S

R
O
A
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
3
1
4
4
5
7
8
0-
0
1
4
4
0
1
FA
B
R
I
C
A
T
I
O
N

F
A
C
I
L
I
T
Y
11
9
0
1

D
O
W
N
S

R
O
A
D
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
S1
1
0
7
2
8
8
3
4
HA
R
O
L
D

D
A
G
E
N
H
A
R
T

R
E
S
I
D
E
N
C
E
12
2
0
9

D
O
W
N
S

R
O
A
D
PI
N
E
V
I
L
L
E
NC LUST
28
1
3
4
10
1
5
1
9
1
5
5
9
12
4
2
8

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
6
6
1
2
6
8
1
11
0
0
0
4
0
4
8
6
2
8
S
&

M

A
U
T
O

P
A
I
N
T

&

B
O
D
Y

S
H
O
P
12
4
2
8

D
O
W
N
S

R
D
PI
N
E
V
I
L
L
E
NC FINDS
2 81
3
4
1 00
4
7
4
6
2
6
1
N CD
9
8
6
2
1
6
4
8
9
S &

M

A
U
T
O

P
A
I
N
T

&

B
O
D
Y

S
H
O
P
1 24
2
8

D
O
W
N
S

R
D
P IN
E
V
I
L
L
E
N C R CRA-CESQG
2 81
3
4
1 00
1
2
0
2
6
4
7
N CR
0
0
0
0
0
7
5
2
6
M AJ
E
S
T
Y

M
A
R
B
L
E
1 26
0
0

D
O
W
N
S

R
D
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
1 01
6
6
5
4
0
1
7
1 10
0
0
4
0
5
6
6
1
8
M AJ
E
S
T
Y

M
A
R
B
L
E
1 26
0
0

D
O
W
N
S

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
U 00
1
1
8
7
4
4
3
0 -0
0
2
1
6
5
A ME
R
I
C
A
N

P
R
O
D
U
C
T
S

I
N
C
1 26
0
0

D
O
W
N
S

R
O
A
D
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
7
7
1
1
0
3
3
1 10
0
1
8
6
7
6
2
9
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1 26
0
0

D
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2 81
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4
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1 26
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6

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2 81
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4
1 01
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2 81
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4
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7
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1 26
2
9

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2 81
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4
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7
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1 27
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8

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2 81
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1 27
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2 81
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4
1 01
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1 27
1
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2 81
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4
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1 27
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2 81
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4
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1 27
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5

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2 81
3
4
1 00
7
6
9
8
8
4
1
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0
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8
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5
4
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1 29
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1

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L
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P IN
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V
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L
L
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N C F INDS
2 81
3
4
1 00
7
8
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7
7
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6
1 10
0
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0
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1 36
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2 81
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4
1 01
5
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5
0
6
1 42
0
1

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R
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E
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S
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T
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2 81
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2 81
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4
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2 81
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4
1 00
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2 81
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4
1 00
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9 80
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L
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2 81
3
4
1 01
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6
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8
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0
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6
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9 80
0

I
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2 81
3
4
1 00
9
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3
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1
9
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1 00
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Re
p
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#

4
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2 81
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2 81
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4
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4
9
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1 01
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2 81
3
4
1 01
2
1
8
3
9
3
7
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0
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0
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0
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I
N
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1 01
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8

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D
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L
L
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2 81
3
4
1 00
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4
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9
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0
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1 01
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D
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V
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L
L
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2 81
3
4
1 01
6
6
4
7
5
7
9
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0
1
2
2
7
8
1
8
7
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1 01
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D
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L
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2 81
3
4
1 01
6
6
7
1
7
5
3
1 10
0
0
4
0
1
8
9
4
6
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1 02
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I
N
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2 81
3
4
1 00
0
2
2
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7
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2
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0
5
1
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3
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1 02
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D
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D
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2 81
3
4
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1 02
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D
R
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V
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L
L
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2 81
3
4
1 00
6
8
3
9
8
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5
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0
1
4
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8
4
9
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N
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C
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1 02
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D
R
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V
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2 81
3
4
1 00
0
8
3
2
1
5
8
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9
8
6
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2
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7
0
6
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1 02
4
0

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2 81
3
4
1 01
6
6
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8
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1
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1 10
0
0
4
0
4
9
7
5
2
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1 02
4
0

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N
D
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D
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L
L
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2 81
3
4
1 01
5
1
3
2
1
9
3
1 02
5
6

I
N
D
U
S
T
R
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A
L

D
R
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V
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L
L
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N C E DR Historical Auto S tations
2 81
3
4
1 01
1
9
2
2
6
6
1
1 10
0
3
7
4
2
5
5
5
0
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W
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C
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1 02
5
6

I
N
D
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S
T
R
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A
L

D
R
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V
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L
L
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2 81
3
4
1 01
1
4
9
0
1
2
4
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0
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0
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0
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7
3
8
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W
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1 02
5
6

I
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D
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D
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L
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2 81
3
4
1 01
0
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2
3
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7
7
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4
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5
6
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0
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1 03
0
1

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D
R
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L
L
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2 81
3
4
1 01
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4
2
7
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1
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1 03
0
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D
R
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V
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L
L
E
N C F INDS
28
1
3
4
10
0
0
8
3
1
1
7
2
NC
D
0
4
3
6
7
9
2
9
9
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L
L
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R

C
R
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S
C
E
N
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C
O
10
5
0
0

I
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D
U
S
T
R
I
A
L

D
R
PI
N
E
V
I
L
L
E
NC RCRAInfo-SQG
28
1
3
4
S1
1
2
3
3
7
2
8
1
NO
R
T
H

S
T
A
T
E

C
A
R
T
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S
10
5
0
0

I
N
D
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S
T
R
I
A
L

D
R
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V
E
PI
N
E
V
I
L
L
E
NC
28
1
3
4
S1
1
0
6
2
8
7
8
5
NO
R
T
H

S
T
A
T
E

C
A
R
T
O
N
S
10
5
0
0

I
N
D
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T
R
I
A
L

D
R
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V
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PI
N
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V
I
L
L
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NC
28
1
3
4
10
1
2
0
0
9
1
1
5
28
1
3
4
P
R
L
N
P
1
5
RR

D
O
N
N
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L
L
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Y

/

P
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N
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V
I
L
L
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10
5
1
9

I
N
D
U
S
T
R
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L

D
R
PI
N
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V
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L
L
E
NC TRIS
28
1
3
4
10
0
1
8
1
7
8
1
5
NC
R
0
0
0
0
1
1
4
5
2
RR

D
O
N
N
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L
L
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Y

P
I
N
E
V
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L
L
E
10
5
1
9

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N
D
U
S
T
R
I
A
L

D
R
PI
N
E
V
I
L
L
E
NC RCRA-CESQG
28
1
3
4
10
1
6
1
1
1
9
1
3
11
0
0
0
4
0
5
9
4
0
1
RR

D
O
N
N
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L
L
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Y

/

P
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N
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V
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L
L
E
10
5
1
9

I
N
D
U
S
T
R
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L

D
R
PI
N
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V
I
L
L
E
NC FINDS
28
1
3
4
10
0
7
6
9
7
5
0
8
11
0
0
1
8
5
4
0
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G
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P
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P
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10
5
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9

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D
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PI
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V
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NC FINDS
28
1
3
4
S1
0
4
1
5
7
3
7
0
20
6
1
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G
G
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&

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F
A
C
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F
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5
1
9

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D
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D
R
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L
L
E
NC IMD, LUST
28
1
3
4
U0
0
1
6
3
5
6
9
9
0-
0
0
2
5
9
9
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X
H
A
M

C
O
R
P
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R
A
T
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N
17
0
0

I
N
D
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S
T
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D
R
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PI
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V
I
L
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NC UST
28
1
3
4
10
1
0
0
0
3
2
4
0
DE
X
T
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R

P
L
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T
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C
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D
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V
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S
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N
20
0
0

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D
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S
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R
I
A
L

D
R
I
V
E
**
PI
N
E
V
I
L
L
E
NC FTTS
28
1
3
4
10
0
8
1
7
8
7
2
9
DE
X
T
E
R

P
L
A
S
T
I
C
S

D
I
V
I
S
I
O
N
20
0
0

I
N
D
U
S
T
R
I
A
L

D
R
I
V
E
**
PI
N
E
V
I
L
L
E
NC
28
1
3
4
10
0
4
7
4
5
2
5
8
NC
D
9
8
2
0
7
7
6
8
7
PR
A
X
A
I
R

I
N
C
96
2
8

I
N
D
U
S
T
R
I
A
L

D
R
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
6
3
4
5
6
7
11
0
0
0
4
0
2
9
4
2
6
PR
A
X
A
I
R

I
N
C
96
2
8

I
N
D
U
S
T
R
I
A
L

D
R
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
S1
1
7
9
1
6
5
7
4
AL
P
H
A

G
A
R
Y

C
O
R
P
-
M
E
C
K
L
E
N
B
U
R
G
96
3
5

I
N
D
U
S
T
R
I
A
L

D
R
PI
N
E
V
I
L
L
E
NC NPDES
28
1
3
4
10
1
6
9
4
8
1
2
2
AL
P
H
A
G
A
R
Y

C
O
R
P
96
3
5

I
N
D
U
S
T
R
I
A
L

D
R
.
PI
N
E
V
I
L
L
E
NC TSCA
28
1
3
4
10
0
0
2
3
8
8
5
1
11
0
0
0
0
3
4
8
8
0
1
AL
P
H
A
G
A
R
Y
,

C
O
R
P

(
F
I
L
E

M
I
S
S
I
N
G
)
96
3
5

I
N
D
U
S
T
R
I
A
L

D
R
I
V
E
PI
N
E
V
I
L
L
E
NC IMD, RCRA-CESQG, SHWS,FINDS, TRIS
28
1
3
4
10
0
9
5
0
9
4
3
9
AL
P
H
A

G
A
R
Y

C
O
R
P
O
R
A
T
I
O
N
96
3
5

I
N
D
U
S
T
R
I
A
L

D
R
I
V
E
PI
N
E
V
I
L
L
E
NC FTTS
28
1
3
4
S1
0
5
7
0
2
9
8
1
27
2
6
9
CO
N
N
E
X

P
I
P
E

S
Y
S
T
E
M
S
98
0
0

I
N
D
U
S
T
R
I
A
L

D
R
I
V
E
PI
N
E
V
I
L
L
E
NC IMD, LUST
28
1
3
4
10
1
5
6
8
8
0
7
0
98
0
1

I
N
D
U
S
T
R
I
A
L

D
R
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
0
7
7
0
5
5
8
6
11
0
0
1
8
6
2
1
7
5
8
CO
N
N
E
X

P
I
P
E

S
Y
S
T
E
M
S
.

I
N
C
O
R
P
O
R
A
T
E
D
IN
D
U
S
T
R
I
A
L

D
R
.

S
O
U
T
H
L
A
N
D

I
N
D
U
S
T
.
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
3
1
4
6
2
2
9
0-
0
2
5
7
4
7
CO
N
N
E
X

P
I
P
E

S
Y
S
T
E
M
S
,

I
N
C
.
IN
D
U
S
T
R
I
A
L

D
R
.

S
O
U
T
H
L
A
N
D

I
N
D
U
S
T
.
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
0
7
7
0
4
8
2
5
11
0
0
1
8
6
1
4
1
7
8
TE
X
T
I
L
E

W
A
S
T
E

C
O
.
IN
D
U
S
T
R
I
A
L

D
R
I
V
E
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
3
5
6
3
0
3
3
0-
0
2
4
7
9
5
TE
X
T
I
L
E

W
A
S
T
E

C
O
.
IN
D
U
S
T
R
I
A
L

D
R
I
V
E
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
0
4
5
5
1
2
5
8
11
0
0
0
6
7
1
4
4
4
9
YA
G
E
R
,

D
E
X
T
E
R

-

R
E
S
I
D
E
N
C
E
87
2
0

I
S
L
A
N
D

P
O
I
N
T

R
D
.
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
1
5
5
8
6
7
5
0-
0
3
3
5
1
5
SA
M
’
S

M
A
R
T

7
9
10
2
2
2

J
O
H
N
S
T
O
N

R
D
CH
A
R
L
O
T
T
E
NC LUST TRUST, LUST, UST
28
1
3
4
10
0
7
7
0
9
9
2
0
11
0
0
1
8
6
6
5
1
6
7
GA
S
L
A
N
D

U
S
A

#
4
10
2
2
2

J
O
H
N
S
T
O
N

R
O
A
D
PI
N
E
V
I
L
L
E
NC FINDS
2 81
3
4
S 10
6
9
3
6
4
9
2
8 72
1
3
S TO
U
G
H

M
E
M
O
R
I
A
L

B
A
P
T
I
S
T

C
H
U
R
C
H
4 04

J
O
H
N
S
T
O
N

D
R
I
V
E
P IN
E
V
I
L
L
E
N C I MD
2 81
3
4
S 11
0
4
9
3
0
6
2
R IT
C
H
E
Y

P
R
O
P
E
R
T
Y
1 07

J
U
A
N
I
T
A

D
R
I
V
E
P IN
E
V
I
L
L
E
N C L UST TRUST, LUST
2 81
3
4
U 00
3
1
3
5
6
7
3
0 -0
1
4
0
8
2
A AA

C
O
O
P
E
R

T
R
A
N
S
P
O
R
T
A
T
I
O
N
6 41
6

L
A
K
E
V
I
E
W

D
R
I
V
E
C HA
R
L
O
T
T
E
N C L UST TRUST, LUST, UST
2 81
3
4
1 01
5
0
9
7
6
7
3
8 07

L
A
K
E
V
I
E
W

D
R
P IN
E
V
I
L
L
E
N C E DR Historical Cleaners
2 81
3
4
S 10
3
1
3
1
7
3
1
1 71
4
4
C IT
Y

O
F

C
H
A
R
L
O
T
T
-
M
C
A
L
P
I
N
E

C
R
K

W
T
TP
1 27
0
1

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
A,

N
o
r
t
h
,

1
/
4

-

1
/
2
C HA
R
L
O
T
T
E
N C I MD, LUST
2 81
3
4
1 01
6
6
0
8
4
0
1
1 10
0
0
6
6
2
3
4
4
9
M CA
L
P
I
N
E

C
R
E
E
K

W
W
T
P
1 27
0
1

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
S 10
2
8
6
8
4
5
4
1 71
2
2
M CA
L
P
I
N
E

C
R
E
E
K

W
W
T
P
1 27
0
1

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
P IN
E
V
I
L
L
E
N C I MD, LUST
2 81
3
4
U 00
1
1
8
6
4
4
9
0 -0
0
0
6
1
1
M CA
L
P
I
N
E

C
R
E
E
K

W
T
P
1 27
0
1

L
A
N
C
A
S
T
E
R

H
W
Y

5
2
1
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
7
7
1
6
7
4
9
1 10
0
1
8
7
3
3
6
6
4
M AR
K
E
T

E
X
P
R
E
S
S

-

P
I
N
E
V
I
L
L
E
1 27
4
0

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
U 00
3
2
0
2
5
6
5
0 -0
3
5
5
8
5
B M

F
O
O
D

M
A
R
T
1 27
4
0

L
A
N
C
A
S
T
E
R

H
W
Y
C HA
R
L
O
T
T
E
N C U ST
2 81
3
4
1 01
4
9
8
5
8
1
0
1 27
4
4

L
A
N
C
A
S
T
E
R

H
W
Y
P IN
E
V
I
L
L
E
N C E DR Historical Cleaners
2 81
3
4
S 10
1
5
2
4
4
6
6
0 -0
2
6
6
4
6
S &

S

G
R
O
C
E
R
Y
1 53
0
0

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
P IN
E
V
I
L
L
E
N C L UST TRUST, IMD, LUST
2 81
3
4
1 00
7
7
0
1
2
3
6
1 10
0
1
8
5
7
8
2
5
2
Y AG
E
R

Y
A
G
E
R

C
O
N
S
T
R
U
C
T
I
O
N
1 60
0
0

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
5
1
2
0
3
9
5
1 00
0
0

L
E
E

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
U 00
1
2
0
6
0
4
7
0 -0
3
1
8
6
8
B UM
P
U
S

T
I
R
E
S
2 08

N
O
R
T
H

M
A
I
N

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C L UST TRUST, LUST, UST
2 81
3
4
S 10
6
8
9
6
1
2
5
2 78
8
0
Y AN
D
E
L
L

P
R
O
P
E
R
T
Y
2 29

M
A
I
N

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C L UST TRUST, IMD, LUST
2 81
3
4
S 10
8
2
3
1
1
9
9
3 61
5
9
Y AN
D
E
L
L

H
O
M
E

P
L
A
C
E
2 37

M
A
I
N

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C L UST
2 81
3
4
S 10
1
1
6
6
4
2
4
8 61
2
S HO
P
S

O
N

T
H
E

M
A
I
N
3 15

M
A
I
N

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C I MD, LUST
2 81
3
4
1 01
2
1
1
9
2
8
3
1 10
0
3
8
9
8
6
7
9
1
P IN
E
V
I
L
L
E

M
I
L
L
S
1 20
1

M
A
P
L
E

S
T
R
E
E
T
**
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
4
9
7
8
3
0
2
1 15

M
I
L
L
E
R

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Cleaners
2 81
3
4
1 01
1
9
9
9
8
4
3
1 10
0
3
8
2
8
7
3
2
3
A CM
E

S
O
U
T
H
E
R
N

I
N
C
1 08
0
0

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
2
0
5
0
0
5
5
A CM
E

S
O
U
T
H
E
R
N

I
N
C
1 08
0
0

N
A
T
I
O
N
S

F
O
R
D

R
D
**
P IN
E
V
I
L
L
E
S STS
2 81
3
4
1 01
1
5
1
6
0
3
3
1 10
0
2
0
5
1
6
4
6
8
U NI
V
E
R
S
A
L

S
T
A
I
N
L
E
S
S

I
N
C
1 08
0
1

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C I CIS, FINDS
2 81
3
4
1 01
5
1
4
9
0
9
2
1 09
0
0

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
Re
p
o
r
t
#

4
4
6
1
6
0
4
.
2
s

N
o
v
e
m
b
e
r

2
3
,

2
0
1
5

P
a
g
e

Z
I
P
-
3
ED
R

Z
I
P

C
o
d
e

S
c
a
n

R
e
p
o
r
t
ZI
P

E
D
R
-
I
D

F
a
c
i
l
i
t
y

I
D

N
a
m
e

A
d
d
r
e
s
s

M
a
p
/
D
i
r
/
D
i
s
t

C
i
t
y

S
t
a
t
e

D
a
t
a
b
a
s
e
s
2 81
3
4
1 00
0
1
9
6
3
6
7
N CD
0
6
8
1
1
1
7
8
0
M ID
R
E
X

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C
1 10
0
7

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C R CRAInfo-SQG
2 81
3
4
1 00
7
7
2
3
0
2
0
1 10
0
1
8
7
9
6
6
1
3
M ID
R
E
X

C
O
R
P
O
R
A
T
I
O
N
1 10
0
7

N
A
T
I
O
N
S

F
O
R
D

R
O
A
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
S 11
1
8
2
6
2
0
4
C UM
M
I
N
S

A
T
L
A
N
T
I
C

-

P
A
R
T
S

D
I
S
T
R
I
B
U
TI
O
1 11
0
1

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C U IC
2 81
3
4
U 00
1
1
9
5
3
9
7
0 -0
1
4
6
0
8
W .
Z
I
M
M
E
R

&

S
O
N
S
,

I
N
C
.
1 11
2
4

N
A
T
I
O
N
S

F
O
R
D

R
O
A
D
P IN
E
V
I
L
L
E
N C I MD, LUST, UST
2 81
3
4
1 00
7
6
9
6
8
2
9
1 10
0
1
8
5
3
4
1
3
9
W .
Z
I
M
M
E
R

A
N
D

S
O
N
S
.

I
N
C
O
R
P
O
R
A
T
E
D
1 11
2
4

N
A
T
I
O
N
S

F
O
R
D

R
O
A
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 00
0
2
1
5
1
1
1
N CD
9
8
2
0
8
3
6
4
4
A FA
C

I
N
C
1 13
2
5

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
1 01
6
6
2
7
9
9
9
1 10
0
0
4
0
3
0
0
3
0
A FA
C

I
N
C
1 13
2
5

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
7
4
2
6
8
6
3
2 81
3
W
C
N
C
R
T
1
2
C ON
C
R
E
T
E

S
U
P
P
L
Y

C
O

-

A
R
R
O
W
O
O
D
1 21
4
8

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C T RIS
2 81
3
4
1 01
4
7
8
2
9
6
4
1 10
0
4
3
5
5
0
0
9
2
C ON
T
R
O
L
S

S
O
U
T
H
E
A
S
T
,

I
N
C
.
1 22
0
1

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
S 11
7
9
1
6
4
3
6
C ON
T
R
O
L
S

S
O
U
T
H
E
A
S
T
,

I
N
C
1 22
0
1

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C N PDES
2 81
3
4
1 01
4
4
7
2
6
7
5
N CR
0
0
0
1
5
0
4
4
1
C ON
T
R
O
L
S

S
O
U
T
H
E
A
S
T

I
N
C
1 22
0
1

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C R CRAInfo-SQG
2 81
3
4
1 01
4
9
8
3
3
9
4
1 22
5
5

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C E DR Historical Cleaners
2 81
3
4
1 00
4
7
4
6
6
2
6
N CR
0
0
0
0
0
3
0
0
4
R EA

C
O
N
T
R
A
C
T
I
N
G

A
R
R
O
W
O
O
D

H
M
A
1 26
1
0

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C R CRA-CESQG
2 81
3
4
S 11
7
9
1
8
1
7
4
B LY
T
H
E

C
O
N
S
T
R
U
C
T
I
O
N

I
N
C
1 05
0
0

O
L
D

N
A
T
I
O
N
S

F
O
R
D

R
D
**
P IN
E
V
I
L
L
E
N C N PDES
2 81
3
4
1 00
0
4
0
7
2
9
2
N CD
9
8
2
1
1
6
9
7
2
B LY
T
H
E

I
N
D
U
S
T
R
I
E
S

I
N
C
1 05
0
0

O
L
D

N
A
T
I
O
N
S

F
O
R
D

R
D
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
S 10
4
9
1
3
9
4
0
8 53
9
6
B LY
T
H
E

C
O
N
S
T
R
U
C
T
I
O
N
-
P
I
N
E
V
I
L
L
E
1 05
0
0

O
L
D

N
A
T
I
O
N
S

F
O
R
D

R
O
A
D
P IN
E
V
I
L
L
E
N C I MD, SHWS
2 81
3
4
1 00
7
6
9
8
4
0
3
1 10
0
1
8
5
4
9
9
0
8
S TE
R
L
I
N
G

E
L
E
M
E
N
T
A
R
Y
9 70
1

O
L
D

P
I
N
E
V
I
L
L
E

R
O
A
D

B
O
X

3
0
3
**
P IN
E
V
I
L
L
E
N C F INDS
28
1
3
4
U0
0
1
1
9
9
6
9
0
0-
0
2
1
1
5
8
ST
E
R
L
I
N
G

E
L
E
M
E
N
T
A
R
Y
97
0
1

O
L
D

P
I
N
E
V
I
L
L
E

R
O
A
D

B
O
X

3
0
3
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
1
4
9
7
9
9
0
8
11
8

O
L
I
V
E

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
1
4
9
5
6
0
8
8
NC
R
0
0
0
1
5
3
7
4
2
CV
S

P
H
A
R
M
A
C
Y

#
3
3
1
9
99
1
5

P
A
R
K

C
E
D
A
R

D
R
I
V
E
PI
N
E
V
I
L
L
E
NC RCRAInfo-LQG
28
1
3
4
10
1
5
9
4
5
3
0
9
11
0
0
4
5
9
8
2
9
1
4
CV
S

P
H
A
R
M
A
C
Y

#
3
3
1
9
99
1
5

P
A
R
K

C
E
D
A
R

D
R
I
V
E
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
7
7
1
6
0
6
6
11
0
0
1
8
7
2
6
7
6
1
HA
N
D
Y

P
A
N
T
R
Y

#
7
0
10
5

S
O
U
T
H

P
A
R
K
S

S
T
R
E
E
T
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
1
2
0
4
0
4
10
0
0
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
5
1
2
1
2
8
8
10
0
1
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
5
7
4
5
2
7
0
NC
R
0
0
0
1
5
7
1
1
5
RI
T
E

A
I
D

#
1
1
4
6
0
10
0
2
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC RCRA-CESQG
28
1
3
4
10
1
5
9
5
3
3
2
3
11
0
0
5
4
8
4
8
1
6
2
RI
T
E

A
I
D

#
1
1
4
6
0
10
0
2
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
S1
1
7
4
1
1
6
3
4
SP
E
C
I
A
L
T
Y

M
A
N
U
F
A
C
T
U
R
I
N
G
10
2
0
0

P
I
N
E
V
I
L
L
E

R
D
PI
N
E
V
I
L
L
E
NC
28
1
3
4
10
0
1
2
1
5
0
3
3
NC
R
0
0
0
0
0
7
8
6
4
AR
N
O
L
D

P
A
L
M
E
R

C
A
D
I
L
L
A
C
10
7
2
5

P
I
N
E
V
I
L
L
E

R
D
PI
N
E
V
I
L
L
E
NC RCRAInfo-SQG
28
1
3
4
10
1
6
6
2
5
8
5
0
11
0
0
0
4
0
5
6
8
4
1
AR
N
O
L
D

P
A
L
M
E
R

C
A
D
I
L
L
A
C
10
7
2
5

P
I
N
E
V
I
L
L
E

R
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
1
4
7
3
2
9
10
8
2
2

P
I
N
E
V
I
L
L
E

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
0
0
2
7
9
9
0
3
NC
D
9
8
1
8
6
1
2
2
2
B-
K
L
E
E
N

S
Y
S
T
E
M
S
85
0
0
-
M

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

H
W
Y
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
6
3
8
9
2
7
11
0
0
0
4
0
2
6
2
3
2
B-
K
L
E
E
N

S
Y
S
T
E
M
S
85
0
0
-
M

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

H
W
Y
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
1
1
9
7
0
7
3
0-
0
1
7
1
2
1
CI
R
C
L
E

K

#
8
4
0
5
89
1
2

P
I
N
E
V
I
L
L
E

@

M
A
T
T
H
E
W
S
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
0
7
7
1
4
8
7
9
11
0
0
1
8
7
1
4
8
5
4
CI
R
C
L
E

K

S
T
O
R
E
S
,

I
N
C
O
R
P
O
R
A
T
E
D
89
1
2

P
I
N
E
V
I
L
L
E

R
O
A
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
6
1
1
2
2
4
1
11
0
0
1
8
5
9
0
4
3
4
EX
X
O
N

R
/
S

N
U
M
B
E
R

4
-
0
0
6
3
89
2
4

P
I
N
E
V
I
L
L
E

-
M
A
T
H
E
W
S

R
O
A
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
U0
0
3
1
4
5
6
2
6
0-
0
2
1
5
8
0
SA
M
S

M
A
R
T

2
0
4
89
2
4

P
I
N
E
V
I
L
L
E

-
M
A
T
H
E
W
S

R
O
A
D
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
1
5
6
6
4
4
0
1
89
2
5

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
5
1
0
5
2
8
0
91
0
1

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
0
0
8
3
1
1
9
1
NC
D
0
6
2
6
3
1
9
6
5
HE
A
R
T
S

O
N
E

H
O
U
R

M
A
R
T
I
N
Z
I
N
G
91
0
1

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC IMD, RCRA-NonGen
28
1
3
4
10
1
6
6
2
8
0
1
8
11
0
0
0
4
0
1
9
7
5
8
HE
A
R
T
S

O
N
E

H
O
U
R

M
A
R
T
I
N
Z
I
N
G
91
0
1

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
6
9
0
1
4
3
99
2
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto S tations
2 81
3
4
1 01
5
6
9
0
6
3
4
9 96
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

H

R
O
A
D
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 01
5
6
9
0
6
3
5
9 96
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 01
5
7
0
4
6
1
0
P IN
E
V
I
L
L
E

H
I
G
H
W
A
Y

5
1

A
T

H
**
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 01
5
7
4
4
9
5
8
N C0
9
9
1
3
0
2
9
1
8
N CD
S
C
A

0
6
0
-
0
0
2
1

(
H
E
A
R
T
S

D
R
Y

C
L
E
A
N
ER
9 10
1

P
I
N
E
V
I
L
L
E
-
M
A
T
H
E
W
S

R
D
,

S
T
E

1
0
0
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
1 01
5
9
3
3
9
5
2
1 10
0
4
5
4
5
0
6
3
1
N CD
S
C
A

0
6
0
-
0
0
2
1

(
H
E
A
R
T
S

D
R
Y

C
L
E
A
N
ER
9 10
1

P
I
N
E
V
I
L
L
E
-
M
A
T
H
E
W
S

R
D
,

S
T
E

1
0
0
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
6
6
5
6
2
4
3
1 10
0
0
4
0
5
6
8
2
3
E CO
N
O

L
U
B
E

N

T
U
N
E

#
2
8
3
9 92
0

P
I
N
E
V
I
L
L
E
-
M
A
T
H
E
W
S

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 00
1
2
3
2
7
8
9
N CR
0
0
0
0
0
7
8
2
3
E CO
N
O

L
U
B
E

N

T
U
N
E

#
2
8
3
9 92
0

P
I
N
E
V
I
L
L
E
-
M
A
T
H
E
W
S

R
D
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
1 01
4
9
0
1
4
0
8
1 10
0
4
3
9
9
0
4
2
9
T BC

R
E
T
A
I
L

G
R
P

I
N
C

D
/
B
/
A

N
T
B

T
I
R
E

#
9
64
1 00
0
0

P
I
N
E
V
I
L
L
E
-
M
A
T
T
H
E
W
S

R
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
4
9
1
7
3
8
7
N CR
0
0
0
1
5
1
1
2
6
T BC

R
E
T
A
I
L

G
R
P

I
N
C

D
/
B
/
A

N
T
B

T
I
R
E

#
9
64
1 00
0
0

P
I
N
E
V
I
L
L
E
-
M
A
T
T
H
E
W
S

R
D
P IN
E
V
I
L
L
E
N C R CRA-CESQG
2 81
3
4
1 00
7
7
1
6
2
8
2
1 10
0
1
8
7
2
8
9
4
7
K MA
R
T

#
7
5
4
0
8 72
8

P
I
N
E
V
I
L
L
E
-
M
A
T
T
H
E
W
S
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
U 00
1
1
9
4
9
5
3
0 -0
1
3
7
0
5
K MA
R
T

7
5
4
0
8 72
8

P
I
N
E
V
I
L
L
E
-
M
A
T
T
H
E
W
S
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
7
7
0
3
7
0
4
1 10
0
1
8
6
0
2
9
5
7
H EA
R
T
S

D
R
Y

C
L
E
A
N
E
R
S
9 10
1

P
I
N
E
V
I
L
L
E
-
M
A
T
T
H
E
W
S

R
O
A
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
U 00
1
2
0
3
0
8
1
0 -0
2
6
5
8
2
C PC

C
E
D
A
R

S
P
R
I
N
G

H
O
S
P
I
T
A
L
9 60
0

P
I
N
E
V
I
L
L
E
-
M
A
T
T
H
E
W
S

R
D
P IN
E
V
I
L
L
E
N C L UST, UST
2 81
3
4
1 00
7
7
2
4
0
1
9
1 10
0
1
8
8
0
6
5
8
6
C PC

C
E
D
A
R

S
P
R
I
N
G

H
O
S
P
I
T
A
L
9 60
0

P
I
N
E
V
I
L
L
E
-
M
A
T
T
H
E
W
S

R
O
A
D
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
S 10
8
4
9
2
9
8
4
8 72
0

I
S
L
A
N
D

P
O
I
N
T

R
D
8 72
0

I
S

P
O
I
N
T

R
D
**
P IN
E
V
I
L
L
E
N C N PDES
2 81
3
4
1 00
0
4
6
1
5
9
7
N CD
9
8
6
1
7
7
4
3
4
C AT
O
E
‘
S

E
X
X
O
N

S
E
R
V
I
C
E
1 00

S

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
1 01
6
6
1
7
0
2
7
1 10
0
0
4
0
4
1
2
5
1
C AT
O
E
‘
S

E
X
X
O
N

S
E
R
V
I
C
E
1 00

S

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
U 00
3
3
6
9
6
9
7
0 -0
3
5
8
3
4
P AN
T
R
Y

3
9
4
2

D
B
A

P
E
T
R
O

E
X
P
R
E
S
S
1 00

S

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
7
7
1
5
4
8
4
1 10
0
1
8
7
2
0
9
2
7
P ET
R
O

E
X
P
R
E
S
S

#
2
5
1 00

S
O
U
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
5
1
2
5
4
1
2
1 01

N

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
S 10
9
3
6
7
3
4
0
P IN
E
V
I
L
L
E

B
P
-
A
M
O
C
O
(
I
N

A
R
C
H
I
V
E
)
1 01

N
.

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C L UST
Re
p
o
r
t
#

4
4
6
1
6
0
4
.
2
s

N
o
v
e
m
b
e
r

2
3
,

2
0
1
5

P
a
g
e

Z
I
P
-
4
ED
R

Z
I
P

C
o
d
e

S
c
a
n

R
e
p
o
r
t
ZI
P

E
D
R
-
I
D

F
a
c
i
l
i
t
y

I
D

N
a
m
e

A
d
d
r
e
s
s

M
a
p
/
D
i
r
/
D
i
s
t

C
i
t
y

S
t
a
t
e

D
a
t
a
b
a
s
e
s
2 81
3
4
U 00
3
1
4
5
9
1
4
0 -0
2
3
5
1
9
P IN
E
V
I
L
L
E

A
M
O
C
O
1 01

N
O
R
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
7
7
1
3
0
3
6
1 10
0
1
8
6
9
6
3
6
6
P IN
E
V
I
L
L
E

A
M
O
C
O
1 01

N
O
R
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
5
1
2
5
6
8
1
1 01

S

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
U 00
1
1
9
5
2
3
5
0 -0
1
4
2
8
7
7 -E
L
E
V
E
N

S
T
O
R
E

3
5
5
6
4
1 05

S
O
U
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 00
4
7
4
6
0
0
3
N CD
9
8
6
1
8
8
6
2
1
E XX
O
N

R
A
S

4
6
1
9
7
1 08

P
O
L
K

S
T
**
P IN
E
V
I
L
L
E
N C R CRA-NonGen
2 81
3
4
U 00
1
1
9
5
5
0
0
0 -0
1
4
8
3
6
E XX
O
N

R
/
S

4
-
6
1
9
7
1 08

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C L UST, UST
2 81
3
4
1 00
7
7
2
6
7
1
7
1 10
0
1
8
8
3
3
5
7
4
E XX
O
N

R
/
S

N
U
M
B
E
R

4
-
6
1
9
7
1 08

P
O
L
K

S
T
R
E
E
T
**
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
S 10
2
8
6
8
4
1
8
1 56
8
6
A ME
L
I
A

A
R
D
R
E
Y

R
E
S
I
D
E
N
C
E
2 01

N
O
R
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C L UST TRUST, IMD, LUST
2 81
3
4
1 01
5
3
1
1
3
2
5
2 04

S

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 00
7
7
0
6
4
9
2
1 10
0
1
8
6
3
0
8
6
4
A UT
O
B
E
L
L

C
A
R

W
A
S
H

#
1
4
2 04

S
O
U
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
U 00
3
1
3
7
9
4
3
0 -0
2
6
8
5
9
A UT
O
B
E
L
L

C
A
R

W
A
S
H

1
4
2 04

S
O
U
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C U ST
2 81
3
4
1 01
6
6
6
0
6
9
9
1 10
0
0
4
0
4
2
6
0
6
M IN
I
T
-
L
U
B
E

#
1
2
5
0
2 07

N

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C F INDS
2 81
3
4
1 01
5
3
1
5
2
1
6
2 07

N

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 00
0
4
6
1
7
9
0
N CD
9
8
6
1
8
6
4
6
8
M IN
I
T
-
L
U
B
E

#
1
2
5
0
2 07

N
O
R
T
H

P
O
L
K

S
T
R
E
E
T
P IN
E
V
I
L
L
E
N C R CRA-NonGen, LUST, UST
28
1
3
4
10
1
5
3
1
9
2
9
8
21
0

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
5
4
0
9
5
2
6
30
7

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
0
0
2
7
9
9
0
6
NC
D
9
8
2
1
6
1
8
2
0
B-
K
L
E
E
N
30
8

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
6
6
5
1
2
6
11
0
0
0
4
0
3
6
7
0
2
B-
K
L
E
E
N
30
8

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
0
4
2
8
1
4
5
NC
D
9
8
2
1
3
4
0
7
4
IN
D
U
S
T
R
I
A
L

E
N
G
I
N
E

&

E
Q
U
I
P
M
E
N
T
31
1

N

P
O
L
K

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
6
4
9
7
5
1
11
0
0
0
4
0
3
4
5
3
5
IN
D
U
S
T
R
I
A
L

E
N
G
I
N
E

&

E
Q
U
I
P
M
E
N
T
31
1

N

P
O
L
K

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
6
6
0
6
1
4
6
11
0
0
0
4
0
3
0
6
8
2
DI
E
S
E
L

P
O
W
E
R

I
N
J
E
C
T
I
O
N
31
3

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
0
3
7
9
3
7
6
NC
D
9
8
2
0
8
9
2
5
2
DI
E
S
E
L

P
O
W
E
R

I
N
J
E
C
T
I
O
N
31
3

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
0
4
7
4
5
6
0
9
NC
D
9
8
2
1
5
2
9
8
5
BR
A
D
Y
‘
S

T
I
R
E

C
O
U
N
T
R
Y

I
N
C
31
6

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
5
4
1
8
7
5
0
31
6

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
6
6
1
7
0
2
6
11
0
0
0
4
0
3
5
9
0
9
BR
A
D
Y
‘
S

T
I
R
E

C
O
U
N
T
R
Y

I
N
C
31
6

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
0
4
2
8
1
4
32
1

S

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
1
5
4
2
7
7
8
9
32
7

S

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
S1
1
7
3
2
9
8
7
8
GO
O
D
Y
E
A
R

#
2
3
3
0

-

L
I
F
T
32
7

S
.

P
O
L
K

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC LUST
28
1
3
4
U0
0
3
0
9
2
0
3
3
0-
0
3
3
0
3
4
PI
N
E
V
I
L
L
E

T
O
W
N

C
E
N
T
E
R

A
S
S
O
C
32
7

S
O
U
T
H

P
O
L
K

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC LUST, UST
28
1
3
4
10
0
7
7
0
9
4
1
7
11
0
0
1
8
6
6
0
1
1
7
PI
N
E
V
I
L
L
E

T
O
W
N

C
E
N
T
E
R

A
S
S
O
C
I
A
T
I
O
N
32
7

S
O
U
T
H

P
O
L
K

S
T
R
E
E
T
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
7
3
1
4
2
2
NC
D
0
2
4
7
4
0
4
3
3
SU
D
D
E
N

I
M
P
A
C
T
41
3

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC CERCLIS, RCRA-CESQG
28
1
3
4
10
1
5
4
8
1
4
2
4
41
3

N

P
O
L
K

S
T
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
6
0
5
4
9
1
5
11
0
0
0
6
8
2
9
9
5
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N
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41
3

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P
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PI
N
E
V
I
L
L
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NC FINDS
28
1
3
4
10
1
5
0
7
1
8
6
6
52
3

N

P
O
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K

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N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
1
1
5
2
7
6
6
8
11
0
0
1
8
9
1
6
7
0
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,

I
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C
.
58
7

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P
O
L
K

S
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PI
N
E
V
I
L
L
E
NC ICIS, FINDS
28
1
3
4
10
1
5
0
7
8
0
2
8
59
1

N

P
O
L
K

S
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PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
1
5
5
6
7
8
0
8
60
0

N

P
O
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K

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PI
N
E
V
I
L
L
E
NC EDR Historical Auto S tations
2 81
3
4
1 00
4
5
4
6
9
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3
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2 81
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4
1 01
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.
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2 81
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4
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3
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0
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A
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6 08

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P
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T
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V
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L
L
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N C R CRA-NonGen
2 81
3
4
1 01
0
4
2
6
4
6
1
1 10
0
3
2
6
4
0
2
7
5
S OU
T
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R
N

A
U
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M
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T
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6 08

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P
O
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T
P IN
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V
I
L
L
E
N C F INDS
2 81
3
4
1 01
5
5
7
3
2
9
0
6 08

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P
O
L
K

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T
P IN
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V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 01
5
6
0
6
9
8
5
7 02

N

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
1 01
5
6
8
1
2
3
5
9 43

N

P
O
L
K

S
T
P IN
E
V
I
L
L
E
N C E DR Historical Auto S tations
2 81
3
4
U 00
1
1
9
4
9
6
8
0 -0
1
3
7
3
7
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H
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S
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1 02
0
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D
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D

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T
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L
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T
E
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2 81
3
4
1 01
6
6
7
3
9
8
6
1 10
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0
1
4
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3
5
7
1
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P
R
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N
T
I
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N
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1 12
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0

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V
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L
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2 81
3
4
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9
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0
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1 12
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2 81
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1 12
4
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2 81
3
4
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2 81
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1 00
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2 81
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4
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2 81
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2 81
3
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2 81
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2 81
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2 81
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2 81
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,

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N
C
.
10
5
0
7

S
O
U
T
H
E
R
N

L
O
O
P

B
L
V
D
.
PI
N
E
V
I
L
L
E
NC TSCA
28
1
3
4
10
1
6
6
4
5
4
3
4
11
0
0
5
5
4
3
6
3
1
8
PA
R
A

U
S
A

L
L
C
10
6
2
0

S
O
U
T
H
E
R
N

L
O
O
P

B
L
V
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
6
1
4
2
5
8
9
NC
R
0
0
0
1
5
8
8
4
0
PA
R
A

U
S
A

L
L
C
10
6
2
0

S
O
U
T
H
E
R
N

L
O
O
P

B
L
V
D
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
1
0
8
0
3
0
11
0
0
0
4
0
4
3
4
3
7
VI
S
U
A
L

T
E
C
H
N
O
L
O
G
I
E
S
,

I
N
C
.
10
9
2
0

S
O
U
T
H
E
R
N

L
O
O
P

B
L
V
D
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
4
5
5
0
7
8
1
NC
D
9
8
6
1
8
7
9
0
4
VI
S
U
A
L

T
E
C
H
N
O
L
O
G
I
E
S

I
N
C
10
9
2
0

S
O
U
T
H
E
R
N

L
O
O
P

B
L
V
D
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
2
1
1
7
3
4
3
11
0
0
3
9
0
0
3
1
7
3
CO
N
N
E
X

P
I
P
E

S
Y
S
T
E
M
S
SO
U
T
H
L
A
N
D

I
N
D
.

P
A
R
K
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
6
6
7
3
9
9
7
11
0
0
0
7
6
5
9
2
5
7
CO
O
P
E
R

P
E
T
E
R

C
O
R
P
SO
U
T
H
L
A
N
D

I
N
D
U
S
T
R
I
A
L

D
R
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
4
7
4
4
6
8
0
NC
D
0
5
3
0
0
8
8
9
2
CO
O
P
E
R

P
E
T
E
R

C
O
R
P
SO
U
T
H
L
A
N
D

I
N
D
U
S
T
R
I
A
L

D
R
**
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
0
4
7
4
4
5
6
3
NC
D
0
0
3
1
7
3
6
8
9
TA
R
H
E
E
L

C
O
N
T
A
I
N
E
R

C
O
R
P

.
SO
U
T
H
L
A
N
D

I
N
D
U
S
T
R
I
A
L

P
A
R
K
**
PI
N
E
V
I
L
L
E
NC RCRA-NonGen
28
1
3
4
10
1
6
6
6
9
5
0
5
11
0
0
0
7
6
5
7
5
8
9
TA
R
H
E
E
L

C
O
N
T
A
I
N
E
R

C
O
R
P

.
SO
U
T
H
L
A
N
D

I
N
D
U
S
T
R
I
A
L

P
A
R
K
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
1
5
3
0
5
0
5
0
20
1

T
O
W
N

C
E
N
T
R
E

B
L
V
D
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
5
0
7
9
0
1
6
60
0

T
O
W
N

C
E
N
T
R
E

B
L
V
D
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
10
1
5
3
0
5
0
5
1
20
1

T
O
W
N
E

C
E
N
T
R
E

B
L
V
D
**
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
10
1
5
0
7
9
0
1
7
60
0

T
O
W
N
E

C
E
N
T
R
E

B
L
V
D
**
PI
N
E
V
I
L
L
E
NC EDR Historical Cleaners
28
1
3
4
U0
0
3
1
3
6
5
8
2
0-
0
1
7
1
2
0
SE
V
E
N

E
L
E
V
E
N

S
T
O
R
E

1
0
5
3
-
3
0
3
4
8
81
9

W
E
N
D
O
V
E
R

R
D
.
CH
A
R
L
O
T
T
E
NC UST
28
1
3
4
10
1
5
1
8
3
9
4
6
12
1
1
1

W
I
N
D

F
A
L
L

P
L
PI
N
E
V
I
L
L
E
NC EDR Historical Auto Stations
28
1
3
4
U0
0
1
1
9
7
1
0
5
0-
0
1
7
1
8
2
LI
T
T
L
E

G
E
N
E
R
A
L
10
5

Y
A
N
D
L
E

S
T

&

H
W
Y

5
1
PI
N
E
V
I
L
L
E
NC UST
28
1
3
4
10
0
7
7
2
7
8
7
9
11
0
0
1
8
8
4
5
2
6
8
LI
T
T
L
E

G
E
N
E
R
A
L
10
5

Y
A
N
D
L
E

S
T
R
E
E
T

&

H
I
G
H
W
A
Y

5
1
**
PI
N
E
V
I
L
L
E
NC FINDS
28
1
3
4
10
0
7
6
9
7
2
6
2
11
0
0
1
8
5
3
8
4
7
5
RA
Y

S

Q
U
I
C
K

S
H
O
P
13
9
2
0

S
O
U
T
H

Y
O
R
K

R
D
/
R
T
1
B
O
X
1
3
4
/
H
W
Y
4
**
PI
N
E
V
I
L
L
E
NC FINDS
28
2
2
6
10
0
7
7
1
4
3
6
9
11
0
0
1
8
7
0
9
7
5
3
GR
E
E
N

A
C
R
E
S

I
N
C
O
R
P
O
R
A
T
E
D
**
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
10
0
9
6
5
3
9
0
8
11
0
0
2
7
4
1
0
1
4
8
AM
E
R
I
C
A
N

T
R
U
E
T
Z
S
C
H
L
E
R

I
N
C
O
R
P
O
R
A
T
**
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
97
3
9
4
7
5
8
0
**
CH
A
R
L
O
T
T
E
NC ERNS
28
2
2
6
20
1
3
0
0
7
0
6
3
**
CH
A
R
L
O
T
T
E
NC HMIRS
28
2
2
6
10
1
0
4
9
6
3
4
6
11
0
0
3
2
6
1
5
0
0
7
WO
O
D
B
U
R
Y

S
U
B
D
I
V
I
S
I
O
N
11
5
9
1

A
L
B
E
M
A
R
L
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
10
1
0
4
9
6
3
4
7
11
0
0
3
2
6
1
5
0
1
6
PA
R
K

S
O
U
T
H

S
T
A
T
I
O
N
23
0
0

A
R
C
H
D
A
L
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC FINDS
2 82
2
6
1 01
6
6
3
9
6
3
4
1 10
0
0
4
0
3
8
4
3
4
C ON
T
R
A
C
T

A
P
P
L
I
C
A
T
I
O
N
S

I
N
C
7 40
4

B
E
N
T

T
W
I
G

C
O
U
R
T
C HA
R
L
O
T
T
E
N C F INDS
2 82
2
6
1 00
0
4
1
8
3
0
5
N CD
9
8
6
1
6
7
4
2
7
C ON
T
R
A
C
T

A
P
P
L
I
C
A
T
I
O
N
S

I
N
C
7 40
4

B
E
N
T

T
W
I
G

C
O
U
R
T
C HA
R
L
O
T
T
E
N C R CRA-NonGen
2 82
2
6
1 01
5
4
3
0
5
5
5
3 30
5

S

B
I
L
L
Y

G
R
A
H
A
M

R
D
**
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
2
6
1 01
6
4
6
0
9
0
8
1 10
0
5
4
9
0
8
4
6
3
G OL
D

P
R
O
P
E
R
T
Y

R
E
N
T
A
L
S
4 52
9

B
I
N
F
O
R
D
S

R
I
D
G
E

R
O
A
D
C HA
R
L
O
T
T
E
N C I CIS, FINDS
2 82
2
6
S 11
1
2
8
3
9
1
6
B EL
L
M
O
R
E

H
A
L
L
-

L
O
T

3
4 10
0

B
L
O
C
K

B
A
N
F
I
E
L
D

P
L
A
C
E
**
C HA
R
L
O
T
T
E
N C L UST
2 82
2
6
1 01
1
6
2
1
1
1
7
1 10
0
1
0
7
2
0
9
8
8
S HA
D
Y

R
E
S
T

M
H
P

W
A
T
E
R

S
Y
S
7 40
7

B
R
O
K
E
N

O
A
K

L
A
N
E
C HA
R
L
O
T
T
E
N C I CIS, FINDS
2 82
2
6
1 00
9
2
1
7
6
9
6
N C0
9
9
1
3
0
2
7
7
1
T BC

R
E
T
A
I
L

G
R
P

I
N
C

D
/
B
/
A

N
T
B

T
I
R
E

#
2
09
8 63
0

C
A
M
F
I
E
L
D

S
T

S
U
I
T
E

B
C HA
R
L
O
T
T
E
N C R CRA-CESQG
2 82
2
6
1 00
9
3
1
8
4
3
6
1 10
0
2
4
4
4
3
5
0
1
T BC

R
E
T
A
I
L

G
R
P

I
N
C

D
/
B
/
A

N
T
B

T
I
R
E

#
2
09
8 63
0

C
A
M
F
I
E
L
D

S
T

S
U
I
T
E

B
C HA
R
L
O
T
T
E
N C F INDS
2 82
2
6
S 10
3
9
1
6
6
9
3
1 99
7
9
T HO
M
A
S

R
E
S
I
D
E
N
C
E
4 82
3

C
A
M
I
L
L
A

D
R
I
V
E
C HA
R
L
O
T
T
E
N C I MD, LUST
2 82
2
6
1 01
4
1
9
7
8
1
8
A TU
L

A
M
E
R
I
C
A
S

I
N
C
1 11
2
1

C
A
R
M
E
L

C
O
M
M
O
N
S

B
L
V
D
C HA
R
L
O
T
T
E
N C T SCA
2 82
2
6
1 00
7
2
6
9
4
3
5
A TU
L

A
M
E
R
I
C
A
S

I
N
C
1 11
2
1

C
A
R
M
E
L

C
O
M
M
O
N
S

B
L
V
D

S
U
I
T
E
4
6
C HA
R
L
O
T
T
E
N C F TTS
2 82
2
6
1 00
9
5
1
0
3
2
3
A TU
L

A
M
E
R
I
C
A
S

I
N
C
1 11
2
1

C
A
R
M
E
L

C
O
M
M
O
N
S

B
L
V
D

S
U
I
T
E
4
6
C HA
R
L
O
T
T
E
N C F TTS
2 82
2
6
1 01
1
5
4
6
3
9
8
1 10
0
1
0
7
2
1
7
5
4
A TU
L

A
M
E
R
I
C
A
S
,

I
N
C
.
1 11
2
1

C
A
R
M
E
L

C
O
M
M
O
N
S

B
O
U
L
E
V
A
R
D
,
S
C HA
R
L
O
T
T
E
N C I CIS, FINDS
2 82
2
6
1 01
5
1
7
4
6
1
7
1 18
1
4

C
A
R
M
E
L

L
A
K
E
S

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
2
6
1 00
7
7
1
5
9
3
2
1 10
0
1
8
7
2
5
4
3
2
C HA
R
L
O
T
T
E

C
O
U
N
T
R
Y

D
A
Y

S
C
H
O
O
L
S
1 44
0

C
A
R
M
E
L

R
O
A
D
C HA
R
L
O
T
T
E
N C F INDS
2 82
2
6
U 00
3
1
3
5
8
5
3
0 -0
1
4
6
5
8
C HA
R
L
O
T
T
E

C
O
U
N
T
R
Y

D
A
Y

S
C
H
O
O
L
S
1 44
0

C
A
R
M
E
L

R
O
A
D
C HA
R
L
O
T
T
E
N C I MD, LUST, UST
2 82
2
6
1 01
5
0
0
0
9
7
5
1 62
0

C
A
R
M
E
L

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
2
6
U 00
3
1
3
5
7
0
5
0 -0
1
4
1
6
5
H AN
D
Y

P
A
N
T
R
Y

1
4
1 62
0

C
A
R
M
E
L

R
O
A
D
C HA
R
L
O
T
T
E
N C D RYCLEANERS, LUST TRUST,I MD, LUST, UST
2 82
2
6
1 01
6
6
3
7
5
1
1
1 10
0
0
4
0
5
8
7
2
3
C AR
M
E
L

C
L
E
A
N
E
R
S
1 62
0

C
A
R
M
E
L

R
O
A
D
C HA
R
L
O
T
T
E
N C F INDS
2 82
2
6
1 00
7
7
1
6
1
7
4
1 10
0
1
8
7
2
7
8
6
8
H AN
D
Y

P
A
N
T
R
Y

#
1
4
1 62
0

C
A
R
M
E
L

R
O
A
D
C HA
R
L
O
T
T
E
N C F INDS
2 82
2
6
1 00
4
7
4
6
8
8
9
N CR
0
0
0
0
1
0
4
9
6
C AR
M
E
L

C
L
E
A
N
E
R
S
1 62
0

C
A
R
M
E
L

R
O
A
D
C HA
R
L
O
T
T
E
N C R CRA-CESQG
2 82
2
6
S 10
8
4
9
3
0
7
8
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2 82
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7
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C
A
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N C E DR Historical Auto S tations
2 82
2
6
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5
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6
8
9
6
4 10
0

C
A
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M
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L

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N C E DR Historical Cleaners
2 82
2
6
1 01
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9
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5
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8
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2
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6
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A
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N C F INDS
2 82
2
6
1 01
4
9
5
6
0
7
3
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0
0
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1
5
3
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A
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2 82
2
6
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4 21
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R
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C HA
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L
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2 82
2
6
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1
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8
3
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4 24
5

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R
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N C L UST TRUST, LUST
2 82
2
6
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3
1
3
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9
5
5
0 -0
1
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9
4
5
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4 73
5

C
A
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L

R
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A
D
C HA
R
L
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T
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N C I MD, LUST, UST
2 82
2
6
1 00
7
6
9
6
4
0
7
1 10
0
1
8
5
2
9
9
3
9
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L

C
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4 73
5

C
A
R
M
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L

R
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A
D
C HA
R
L
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N C F INDS
2 82
2
6
S 11
4
0
2
0
7
0
7
N EW
T
O
N

R
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S
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D
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4 80
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L
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2 82
2
6
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8
1
3
3
1
0
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W
N

T
R
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S
T
4 82
5

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L

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R
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C HA
R
L
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T
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N C L UST
2 82
2
6
1 01
5
5
1
5
7
1
8
4 84
2

C
A
R
M
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L

C
L
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B

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
2
6
S 10
2
4
4
3
2
3
3
1 64
4
3
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D
E

M
I
L
L
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R

R
E
S
I
D
E
N
C
E
4 90
1

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A
R
M
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L

P
A
R
K

D
R
I
V
E
C HA
R
L
O
T
T
E
N C L UST TRUST, IMD, LUST
2 82
2
6
S 10
6
3
5
2
3
1
4
W AR
D

P
R
O
P
E
R
T
Y

(
R
O
B
E
R
T
)
5 00
1

C
A
R
M
E
L

P
A
R
K

D
R
I
V
E
C HA
R
L
O
T
T
E
N C L UST TRUST, LUST
2 82
2
6
S 10
6
6
8
2
1
7
5
2 77
9
4
H AR
R
I
S

R
E
S
I
D
E
N
C
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-

J
A
M
I
E
5 40
9

C
A
R
M
E
L

P
A
R
K

R
O
A
D
C HA
R
L
O
T
T
E
N C L UST TRUST, IMD, LUST
2 82
2
6
S 10
6
5
2
0
5
8
3
2 77
2
8
T RO
I
A
N
O

R
E
S
I
D
E
N
C
E
5 42
7

C
A
R
M
E
L

P
A
R
K

D
R
I
V
E
C HA
R
L
O
T
T
E
N C L UST TRUST, IMD, LUST
28
2
2
6
10
1
5
5
5
7
8
7
7
57
2
1

C
A
R
M
E
L

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
10
0
8
2
3
4
9
6
5
11
0
0
2
1
1
6
4
4
1
6
NI
S
B
E
T

O
I
L

-

W
O
O
D
I
E
S
57
2
1

C
A
R
M
E
L

R
D
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
U0
0
3
1
7
9
2
1
2
0-
0
1
4
1
6
4
BL
A
N
C
H
A
R
D
S

S
T
O
R
E
57
2
1

C
A
R
M
E
L

R
O
A
D
CH
A
R
L
O
T
T
E
NC LUST, UST
28
2
2
6
10
1
5
0
8
2
9
9
1
63
0
0

C
A
R
M
E
L

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
2
6
U0
0
1
5
5
8
6
1
4
0-
0
3
3
4
3
5
CA
R
M
E
L

C
E
N
T
E
R

O
F
F
I
C
E

B
L
D
G
63
0
0

C
A
R
M
E
L

R
O
A
D
CH
A
R
L
O
T
T
E
NC IMD, LUST, UST
28
2
2
6
10
1
5
0
8
3
0
5
8
63
0
5

C
A
R
M
E
L

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
2
6
U0
0
1
1
9
7
1
5
9
0-
0
1
7
2
9
8
BE
L
L
S
O
U
T
H
-
C
A
R
M
E
L

R
O
A
D
63
0
5

C
A
R
M
E
L

R
O
A
D
CH
A
R
L
O
T
T
E
NC LUST, UST
28
2
2
6
10
1
4
9
2
5
4
5
0
NC
R
0
0
0
1
5
1
7
2
0
NE
U
R
O
D
I
A
G
N
O
S
T
I
C
S

A
N
D

T
H
E
R
A
P
E
U
T
I
C
64
0
1

C
A
R
M
E
L

R
D
,

S
T
E

1
0
8
CH
A
R
L
O
T
T
E
NC RCRA-NonGen
28
2
2
6
10
1
5
9
2
2
6
0
6
11
0
0
4
4
9
7
9
2
6
2
NE
U
R
O
D
I
A
G
N
O
S
T
I
C
S

A
N
D

T
H
E
R
A
P
E
U
T
I
C
64
0
1

C
A
R
M
E
L

R
D
,

S
T
E

1
0
8
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
10
1
5
5
9
4
4
7
5
66
2
5

C
A
R
M
E
L

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
10
1
5
0
8
5
9
6
5
66
5
8

C
A
R
M
E
L

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
2
6
10
1
5
5
9
6
2
7
6
67
0
1

C
A
R
M
E
L

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
10
1
5
6
1
8
9
8
7
73
0
1

C
A
R
M
E
L

E
X
E
C
U
T
I
V
E

P
A
R
K

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
10
0
5
9
2
5
4
2
2
3-
V

C
H
E
M

C
O
R
P
74
2
2

C
A
R
M
E
L

E
X
E
C
U
T
I
V
E

P
A
R
K
CH
A
R
L
O
T
T
E
NC TSCA
28
2
2
6
10
1
4
7
8
2
5
4
1
11
0
0
3
5
8
1
4
4
1
0
PH
T

I
N
T
E
R
N
A
T
I
O
N
A
L
,

I
N
C
.
74
2
2

C
A
R
M
E
L

E
X
E
C
U
T
I
V
E

P
A
R
K

#
2
0
2
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
10
0
7
0
8
9
5
0
0
PH
T

I
N
T
E
R
N
A
T
I
O
N
A
L
,

I
N
C
.
74
2
2

C
A
R
M
E
L

E
X
E
C
U
T
I
V
E

P
A
R
K

D
R
I
V
E
CH
A
R
L
O
T
T
E
NC TSCA
28
2
2
6
10
1
4
2
0
0
2
6
9
PH
T

I
N
T
E
R
N
A
T
I
O
N
A
L
,

I
N
C
.
74
2
2

C
A
R
M
E
L

E
X
E
C
U
T
I
V
E

P
A
R
K

D
R
I
V
E
CH
A
R
L
O
T
T
E
NC TSCA
28
2
2
6
10
1
6
4
6
0
9
5
1
11
0
0
5
5
1
7
9
2
4
8
MY
T
E
C
H

I
N
C
48
1
3

C
A
R
S
O
N
S

P
O
N
D

R
O
A
D
CH
A
R
L
O
T
T
E
NC ICIS, FINDS
28
2
2
6
S1
0
5
7
0
7
3
0
3
27
1
8
6
KE
R
R

R
E
S
I
D
E
N
C
E
13
0
8

C
E
D
A
R

L
A
N
E
CH
A
R
L
O
T
T
E
NC LUST TRUST, IMD, LUST
28
2
2
6
10
0
7
6
9
7
0
3
4
11
0
0
1
8
5
3
6
1
9
1
CH
A
R
L
O
T
T
E
.

E
A
S
T
L
A
N
D
56
2
0

C
E
N
T
R
A
L

A
V
E
N
U
E
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
U0
0
3
1
4
7
0
1
5
0-
0
3
2
6
2
0
CA
R
O
L
I
N
A

C
R
E
D
I
T

U
N
I
O
N

S
V
C
S
56
2
0

C
E
N
T
R
A
L

A
V
E
N
U
E
CH
A
R
L
O
T
T
E
NC LUST, UST
28
2
2
6
10
1
5
0
9
5
5
5
9
78
4
5

C
O
L
O
N
Y

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
2
6
10
0
6
3
8
0
6
4
5
CO
L
O
U
R
T
E
X
,

I
N
C
80
0
0

C
O
R
P
O
R
A
T
E

C
E
N
T
E
R

D
R
CH
A
R
L
O
T
T
E
NC FTTS, ICIS
28
2
2
6
10
1
6
6
0
9
1
3
3
11
0
0
1
3
3
2
2
5
3
7
CO
L
O
U
R
T
E
X
,

I
N
C
.
80
0
0

C
O
R
P
O
R
A
T
E

C
E
N
T
E
R

D
R
CH
A
R
L
O
T
T
E
NC FINDS
2 82
2
6
1 00
5
9
2
7
4
4
4
C OL
O
U
R
T
E
X

-

C
H
A
R
L
O
T
T
E
8 00
0

C
O
R
P
O
R
A
T
E

C
E
N
T
E
R

D
R
.
C HA
R
L
O
T
T
E
N C T SCA
2 82
2
6
1 01
4
1
9
8
3
6
8
C OL
O
U
R
T
E
X

I
N
C
8 00
0

C
O
R
P
O
R
A
T
E

C
E
N
T
E
R

D
R
I
V
E
C HA
R
L
O
T
T
E
N C T SCA
2 82
2
6
1 01
5
6
4
0
3
3
9
8 03
3

C
O
R
P
O
R
A
T
E

C
E
N
T
E
R

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
2
6
1 00
7
7
2
4
7
9
2
1 10
0
1
8
8
1
4
3
1
8
L IT
C
H
F
I
E
L
D

I
I

L
I
M
I
T
E
D

L
I
A
B
I
L
I
T
Y

C
O
M
P
A
N
1 30
9
9

D
A
R
B
Y

C
H
A
S
E

D
R
I
V
E
C HA
R
L
O
T
T
E
N C F INDS
2 82
2
6
S 10
5
2
1
9
1
0
0
A MY

G
R
O
O
M

R
E
S
I
D
E
N
C
E
1 14
0
0

E
L
M

L
A
N
E

W
E
S
T
C HA
R
L
O
T
T
E
N C L UST TRUST, LUST
2 82
2
6
1 01
5
6
4
3
4
3
2
8 10
0

F
A
I
R
V
I
E
W

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
2
6
1 00
7
7
1
6
5
5
8
1 10
0
1
8
7
3
1
7
3
7
M IN
T

H
I
L
L

C
A
R

W
A
S
H
8 10
0

F
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2 82
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2 82
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L
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R
L
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N C E DR Historical Auto S tations
28
2
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NC FINDS
28
2
2
6
10
1
6
4
6
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4
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0
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4
0
4
2
1
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33
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NC ICIS, FINDS
28
2
2
6
10
1
4
9
7
3
6
8
5
10
9
1
3

O
S
P
R
E
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D
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A
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NC EDR Historical Cleaners
28
2
2
6
10
1
4
9
7
5
1
9
0
11
0
7
1

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A
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NC EDR Historical Cleaners
28
2
2
6
10
1
5
6
2
2
2
8
0
74
0
6

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A
R
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I
S
T
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C
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CH
A
R
L
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T
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NC EDR Historical Auto Stations
28
2
2
6
10
1
5
6
4
8
2
6
3
82
2
5

P
A
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NC EDR Historical Auto Stations
28
2
2
6
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6
8
9
6
1
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27
8
5
9
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A
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P
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46
2
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L
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NC LUST TRUST, IMD, LUST
28
2
2
6
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6
1
9
5
8
8
2
27
6
0
0
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45
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CH
A
R
L
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T
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NC LUST TRUST, IMD, LUST
28
2
2
6
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0
6
0
7
4
7
7
1
27
5
8
7
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L
L
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P
R
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P
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R
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45
3
6

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D
R
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V
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CH
A
R
L
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T
T
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NC LUST TRUST, IMD, LUST
28
2
2
6
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0
9
0
3
4
1
2
8
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R
R
I
S
O
N

P
R
O
P
E
R
T
Y
48
2
5

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D
R
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V
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N
O
R
T
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**
CH
A
R
L
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T
T
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NC LUST TRUST, LUST
28
2
2
6
10
1
5
4
2
2
3
1
0
32
0
1

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I
N
E
V
I
L
L
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M
A
T
T
H
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A
R
L
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NC EDR Historical Auto Stations
28
2
2
6
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2
0
6
3
4
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2
4
3
6
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A
R
L
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NC LUST, UST
28
2
2
6
10
1
0
3
2
3
3
2
1
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NC RCRA-CESQG
28
2
2
6
10
1
0
4
3
9
2
5
9
11
0
0
3
1
3
9
5
6
7
5
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M
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#
1
4
5
2
32
0
9

P
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E
V
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L
L
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M
A
T
T
H
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W
S

R
D
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
10
1
5
0
9
3
6
2
1
75
1
0

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
2
6
10
0
9
1
1
1
3
5
8
75
1
1

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I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
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A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
10
1
5
6
5
1
0
9
0
83
1
8

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I
N
E
V
I
L
L
E

M
A
T
T
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S

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A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
10
1
5
6
6
4
3
8
5
89
2
4

P
I
N
E
V
I
L
L
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M
A
T
T
H
E
W
S

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
10
1
5
6
6
4
4
0
0
89
2
5

P
I
N
E
V
I
L
L
E

M
A
T
T
H
E
W
S

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
2
6
S1
0
5
1
1
9
7
4
8
60
4
2
PR
O
V
I
D
E
N
C
E

H
I
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H

S
C
H
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L
18
0
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N
E
V
I
L
L
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-
M
A
T
T
H
E
W
S

R
O
A
D
CH
A
R
L
O
T
T
E
NC IMD
28
2
2
6
10
0
7
7
2
6
9
8
2
11
0
0
1
8
8
3
6
2
4
1
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I
O
N

N
A
T
I
O
N
A
L

B
A
N
K
55
0
0

S
U
N
S
T
A
R

C
O
U
R
T
CH
A
R
L
O
T
T
E
NC LUST, UST
28
2
2
6
S1
1
2
0
6
1
3
2
3
CH
A
P
M
A
N

R
E
S
I
D
E
N
C
E
29
4
3

T
E
M
P
L
E

L
A
N
E
CH
A
R
L
O
T
T
E
NC LUST TRUST, LUST
28
2
2
6
S1
1
4
0
2
0
7
0
4
ME
N
D
E
N
H
A
L
L

R
E
S
I
D
E
N
C
E
22
0
1

T
H
O
R
N
R
I
D
G
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC LUST TRUST, LUST
28
2
2
6
S1
1
1
2
8
3
9
2
2
OL
I
N

R
E
S
I
D
E
N
C
E
23
1
1

T
H
O
R
N
R
I
D
G
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC LUST TRUST, LUST
28
2
2
6
S1
0
8
4
9
3
0
8
1
36
2
6
7
SH
A
N
D
E
R
A

R
E
S
I
D
E
N
C
E
45
3
0

T
O
W
N

&

C
O
U
N
T
R
Y

D
R
I
V
E
**
CH
A
R
L
O
T
T
E
NC LUST TRUST, LUST
28
2
2
6
S1
0
8
4
9
3
0
5
2
36
2
3
2
OT
E
Y

R
E
S
I
D
E
N
C
E
46
2
0

T
O
W
N

&

C
O
U
N
T
R
Y

D
R
I
V
E
**
CH
A
R
L
O
T
T
E
NC LUST TRUST, LUST
28
2
2
6
10
1
5
0
6
4
4
0
2
46
4
0

T
O
W
N

A
N
D

C
O
U
N
T
R
Y

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
2
6
10
1
5
0
9
3
6
2
4
75
1
0

W
A
T
E
R
F
O
R
D

S
Q
U
A
R
E

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
2
6
10
0
7
7
1
1
6
4
8
11
0
0
1
8
6
8
2
4
5
1
WA
T
E
R
F
O
R
D

S
Q
U
A
R
E

A
P
A
R
T
M
E
N
T
S
76
0
1

W
A
T
E
R
F
O
R
D

S
Q
U
A
R
E

D
R
I
V
E
CH
A
R
L
O
T
T
E
NC FINDS
28
2
2
6
10
1
5
0
9
4
3
7
3
76
2
0

W
A
T
E
R
F
O
R
D

G
L
E
N

L
O
O
P
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
97
3
9
6
4
7
6
1
**
CH
A
R
L
O
T
T
E
NC ERNS
28
2
7
7
20
1
4
0
0
2
7
3
2
CH
A
R
L
O
T
T
E
NC HMIRS
28
2
7
7
97
3
9
6
4
7
6
0
**
CH
A
R
L
O
T
T
E
NC ERNS
28
2
7
7
U0
0
3
1
3
5
5
5
4
0-
0
1
3
6
0
4
JO
E

M
O
R
R
I
S

E
X
X
O
N
NC

2
2
6

S

A
T

I
-
4
0
**
MA
R
I
O
N
NC IMD, LUST, UST
28
2
7
7
10
1
5
0
8
7
8
0
0
69
3
0

A
N
C
I
E
N
T

O
A
K

L
N
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
5
1
4
4
9
0
3
10
7
1
1

A
N
N
A
L
E
X
A

L
N
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
7
7
10
1
4
9
5
6
0
5
8
NC
R
0
0
0
1
5
3
4
1
1
CV
S

P
H
A
R
M
A
C
Y

#
1
6
3
2
96
2
8

A
R
D
E
Y

K
E
L
L

D
R
I
V
E
CH
A
R
L
O
T
T
E
NC RCRAInfo-LQG
28
2
7
7
10
1
6
6
9
1
3
1
2
11
0
0
4
5
9
8
2
6
1
0
CV
S

P
H
A
R
M
A
C
Y

#
1
6
3
2
96
2
8

A
R
D
E
Y

K
E
L
L

D
R
I
V
E
**
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
S1
0
7
7
8
0
8
7
0
36
0
7
8
AR
D
R
E
Y

K
E
L
L

R
D

(
1
1
4
0
0
)
11
4
0
0

A
R
D
R
E
Y

K
E
L
L

R
O
A
D
CH
A
R
L
O
T
T
E
NC IMD, LUST
28
2
7
7
S1
0
7
7
8
0
8
7
1
36
0
7
9
AR
D
R
E
Y

K
E
L
L

R
D

(
1
1
5
1
4
)
11
5
1
4

A
R
D
R
E
Y

K
E
L
L

R
O
A
D
CH
A
R
L
O
T
T
E
NC IMD, LUST
28
2
7
7
10
1
5
0
9
8
6
1
6
81
5
5

A
R
D
R
E
Y

K
E
L
L

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
0
9
6
5
2
8
3
4
11
0
0
2
7
3
8
2
6
1
4
EL
O
N

(
P
A
R
K
?
)
11
4
0
1

A
U
D
R
E
Y

K
E
L
L

R
O
A
D
**
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
5
2
1
5
9
2
8
13
7
7
7

B
A
L
L
A
N
T
Y
N
E

C
O
R
P
O
R
A
T
E

P
L
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
7
7
S1
1
7
8
4
6
1
2
9
CL
E
M
E
N
T

I
N
D
U
S
T
R
I
E
S
13
8
5
0

B
A
L
L
A
N
T
Y
N
E

C
O
R
P
O
R
A
T
E

P
L
A
C
E

S
CH
A
R
L
O
T
T
E
NC
28
2
7
7
10
1
4
9
9
1
6
8
3
14
0
0
4

B
A
L
L
A
N
T
Y
N
E

M
E
A
D
O
W
S

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
0
7
4
8
3
7
4
0
11
0
0
1
7
6
1
6
7
2
0
PO
R
T
R
A
I
T

I
N
N
O
V
A
T
I
O
N
S
53
4
9

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
K
W
Y
CH
A
R
L
O
T
T
E
NC FINDS
2 82
7
7
1 00
7
2
6
4
7
4
2
N CR
0
0
0
1
3
9
4
4
4
P OR
T
R
A
I
T

I
N
N
O
V
A
T
I
O
N
S
5 34
9

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
K
W
Y
C HA
R
L
O
T
T
E
N C R CRA-CESQG
2 82
7
7
1 00
9
3
1
8
3
3
0
1 10
0
2
4
4
4
2
9
7
7
H OM
E

D
E
P
O
T

#
3
6
4
0
5 41
5

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
A
R
K
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 00
9
2
1
7
6
6
6
N C0
9
9
1
3
0
2
7
3
9
H OM
E

D
E
P
O
T

#
3
6
4
0
5 41
5

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
A
R
K
C HA
R
L
O
T
T
E
N C R CRAInfo-SQG
2 82
7
7
S 10
8
6
6
4
8
4
2
3 63
4
7
H EY
W
A
R
D

S
T
O
R
A
G
E

C
E
N
T
E
R
5 52
7

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
A
R
K
W
A
C HA
R
L
O
T
T
E
N C L UST
2 82
7
7
S 11
7
9
1
7
2
8
8
U SP
S
-
B
A
L
L
A
N
T
Y
N
E

S
T
A
T
I
O
N
8 24
0

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
K
W
Y
C HA
R
L
O
T
T
E
N C N PDES
2 82
7
7
1 01
4
9
0
0
9
7
3
1 10
0
4
3
6
7
2
3
1
7
U SP
S
-
B
A
L
L
A
N
T
Y
N
E

S
T
A
T
I
O
N
8 24
0

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
K
W
Y
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
5
6
9
0
3
0
6
9 93
5

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
K
W
Y
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 00
7
7
0
6
0
8
1
1 10
0
1
8
6
2
6
7
5
3
B AL
L
A
N
T
Y
N
E

A
M
O
C
O
9 93
5

B
A
L
L
A
N
T
Y
N
E

C
O
M
M
O
N
S

P
A
R
K
W
A
Y
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
5
1
0
6
2
8
1
9 20
5

B
A
Y
B
R
O
O
K

L
N
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
6
4
5
3
8
3
2
1 10
0
5
8
8
8
9
2
1
6
N CD
S
C
A

0
6
0
-
0
0
8
1

(
A
L
P
I
N
E

C
L
E
A
N
E
R
S
)
9 20
5

B
A
Y
B
R
O
O
K

D
R

S
T
E

1
0
0
C HA
R
L
O
T
T
E
N C R CRAInfo-SQG, FINDS
2 82
7
7
1 00
7
7
1
7
3
7
9
1 10
0
1
8
7
3
9
9
6
2
A LT
A

H
A
V
E
N

A
P
A
R
T
M
E
N
T
S
8 62
0

B
E
L
L
A

R
E
E
S
E

R
O
A
D
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
5
6
0
5
4
6
7
7 00
2

B
E
V
I
N
G
T
O
N

W
O
O
D

L
N
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 00
7
6
9
4
1
7
9
1 10
0
1
8
5
0
7
5
7
9
T HE

F
A
I
R
W
A
Y
S

A
T

P
I
P
E
R

G
L
E
N

A
P
T
6 20
0

B
I
R
K
D
A
L
E

V
A
L
L
E
Y

D
R
I
V
E
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
S 11
0
9
8
7
0
3
2
1 61

B
O
R
C
H
E
T
T
A

D
R
I
V
E
1 17
3
2

B
O
R
C
H
E
T
T
A

D
R
I
V
E
C HA
R
L
O
T
T
E
N C L UST
2 82
7
7
1 01
5
0
0
1
0
9
5
1 62
1
4

B
R
I
D
G
E
H
A
M
P
T
O
N

C
L
U
B

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
4
9
7
7
2
6
5
1 13
0
1

B
R
I
T
T
A
N
Y

O
A
K
S

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
6
1
5
8
4
0
7 21
0

B
R
O
A
D
F
O
R
D

C
T
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
S 10
4
5
4
7
1
7
5
2 16
2
9
F ER
G
U
S
O
N

R
E
S
I
D
E
N
C
E
9 10
6

B
R
Y
A
N
T

F
A
R
M
S

R
O
A
D
C HA
R
L
O
T
T
E
N C I MD, LUST
2 82
7
7
1 00
7
6
9
8
1
1
1
1 10
0
1
8
5
4
6
9
8
3
C HA
R
L
O
T
T
E

F
I
R
E

S
T
A
T
I
O
N

#
3
2
9 22
5

B
R
Y
A
N
T

F
R
A
M
S

R
O
A
D
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
U 00
3
7
5
5
2
4
9
0 -0
3
6
2
5
5
C HA
R
L
O
T
T
E

F
I
R
E

S
T
A
T
I
O
N

3
2
9 22
5

B
R
Y
A
N
T

F
R
A
M
S

R
O
A
D
C HA
R
L
O
T
T
E
N C U ST
2 82
7
7
1 01
5
5
6
3
2
8
8
5 90
0

C
A
B
E
L
L

V
I
E
W

C
T
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 01
5
1
0
1
8
9
0
8 61
0

C
A
M
F
I
E
L
D

S
T
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
Re
p
o
r
t
#

4
4
6
1
6
0
4
.
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s

N
o
v
e
m
b
e
r

2
3
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1
5

P
a
g
e

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p
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y

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a
t
a
b
a
s
e
s
2 82
7
7
1 00
9
6
3
1
4
3
0
P IE
D
M
O
N
T

N
A
T
U
R
A
L

G
A
S

C
O

I
N
C
1 32
0
0

C
H
A
S
E
W
A
T
E
R

D
R
C HA
R
L
O
T
T
E
N C D OT OPS
2 82
7
7
1 01
4
9
7
7
3
4
9
1 13
1
8

N

C
O
M
M
U
N
I
T
Y

H
O
U
S
E

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
4
9
9
1
8
3
1
1 40
2
1

C
O
N
L
A
N

C
I
R
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
5
9
6
6
0
9
6 71
0

D
U
S
T
Y

S
A
D
D
L
E

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 00
7
7
1
1
6
6
9
1 10
0
1
8
6
8
2
6
7
4
C OV
E
N
A
N
T

B
A
P
T
I
S
T

C
H
U
R
C
H
1 17
2
4

E
L
M

L
A
N
E
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
4
9
8
0
5
3
2
1 19
1
4

E
L
M

L
N
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 00
7
7
1
5
4
4
2
1 10
0
1
8
7
2
0
5
0
7
Q UI
K

S
H
O
P
P
E

#
1
4
1 19
2
4

E
L
M

L
A
N
E

W
E
S
T
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
U 00
3
2
0
2
5
5
3
0 -0
3
5
5
7
1
Q UI
K

S
H
O
P
P
E

1
4
1 19
2
4

E
L
M

L
A
N
E

W
E
S
T
C HA
R
L
O
T
T
E
N C U ST
2 82
7
7
1 01
5
6
7
8
2
2
9
9 30
1

E
L
V
E
R
S
O
N

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
S 10
8
2
3
1
1
9
7
3 61
3
4
R OM
A
N

C
A
T
H
O
L
I
C

D
I
O
C
E
S
E
7 10
0

E
N
D
H
A
V
E
N

L
A
N
E
C HA
R
L
O
T
T
E
N C L UST
2 82
7
7
1 01
5
1
0
4
6
1
1
9 03
5

F
A
I
R
B
R
I
D
G
E

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
1
4
0
4
8
5
1 05
2
1

F
A
I
R
W
A
Y

R
I
D
G
E

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 00
7
7
1
7
3
7
7
1 10
0
1
8
7
3
9
9
3
5
M CA
L
P
I
N
E

P
L
A
C
E

A
P
A
R
T
M
E
N
T
S
6 80
0

F
I
S
H
E
R

S

F
A
R
M

L
A
N
E
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
5
0
8
6
5
0
3
6 73
5

F
L
A
T

C
R
E
E
K

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
28
2
7
7
10
0
4
5
4
6
6
8
5
11
0
0
1
1
7
9
7
2
1
6
BO
B
E
R

I
N
D
U
S
T
R
I
E
S
29
0
6

G
R
E
E
N
S
I
D
E

C
O
U
R
T
**
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
5
5
8
4
0
7
6
63
0
5

H
A
W
K
W
O
O
D

L
N
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
7
7
10
1
4
9
9
5
2
4
9
14
8
1
5

J
O
H
N

J

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
5
2
4
2
8
5
1
15
2
2
0

J
O
H
N

J

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
7
7
10
1
5
7
4
5
3
2
0
NC
R
0
0
0
1
5
7
6
3
6
RI
T
E

A
I
D

#
1
1
5
0
0
15
2
2
1

J
O
H
N

J
.

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC RCRA-CESQG
28
2
7
7
10
1
5
9
5
3
3
8
6
11
0
0
5
4
8
4
8
7
9
6
RI
T
E

A
I
D

#
1
1
5
0
0
15
2
2
1

J
O
H
N

J
.

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
4
9
9
7
4
3
0
15
2
3
5

J
O
H
N

J

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
U0
0
3
6
9
8
2
8
0
0-
0
3
6
0
0
9
PE
T
R
O

E
X
P
R
E
S
S

S
T
O
R
E

#
3
4
15
6
2
0

J
O
H
N

J

D
E
L
A
N
E
Y

B
O
U
L
E
V
A
R
D
CH
A
R
L
O
T
T
E
NC LUST, UST
28
2
7
7
10
1
4
9
9
8
8
8
3
15
6
4
0

J
O
H
N

J

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
4
9
9
9
0
5
6
15
7
2
0

J
O
H
N

J

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
0
8
2
4
6
0
9
0
11
0
0
2
1
3
3
5
9
2
8
SP
X

C
O
R
P
O
R
A
T
I
O
N
15
7
2
0

J
O
H
N

J

D
E
L
A
N
E
Y

D
R
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
5
9
4
5
2
4
1
11
0
0
4
5
9
8
2
2
2
8
CV
S

P
H
A
R
M
A
C
Y

#
7
0
9
0
16
0
3
5

J
O
H
N
S
T
O
N

R
O
A
D
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
4
9
5
6
0
1
9
NC
R
0
0
0
1
5
3
0
1
5
CV
S

P
H
A
R
M
A
C
Y

#
7
0
9
0
16
0
3
5

J
O
H
N
S
T
O
N

R
O
A
D
CH
A
R
L
O
T
T
E
NC RCRAInfo-LQG
28
2
7
7
10
1
5
0
0
0
2
5
4
16
0
4
1

J
O
H
N
S
T
O
N

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
5
0
0
0
2
6
2
16
0
4
9

J
O
H
N
S
T
O
N

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
4
9
8
0
1
5
5
11
8
3
9

K
E
V
I
N

H
E
N
R
Y

P
L
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
5
2
6
2
5
2
7
16
7
2
7

K
R
I
S
H
N
A

L
N
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
7
7
10
1
4
9
9
6
3
6
6
15
0
2
5

L
A
N
C
A
S
T
E
R

H
W
Y
**
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
U0
0
1
4
3
8
8
5
0
0-
0
2
6
7
5
8
YA
G
E
R

F
A
M
I
L
Y

L
I
M
I
T
E
D

P
A
R
T
N
E
R
S
H
I
P
16
0
0
0

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
CH
A
R
L
O
T
T
E
NC LUST, UST
28
2
7
7
S1
0
7
6
7
2
0
5
7
36
0
5
5
MC
G
I
N
N

S
I
T
E

(
R
E
S
I
D
E
N
C
E
)
16
5
2
0

L
A
N
C
A
S
T
E
R

H
I
G
H
W
A
Y
CH
A
R
L
O
T
T
E
NC IMD, LUST
28
2
7
7
10
1
5
0
0
2
3
4
8
16
6
3
1

L
A
N
C
A
S
T
E
R

H
W
Y
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
0
8
3
8
9
4
6
3
11
0
0
2
2
5
4
7
4
1
2
ME
C
K
L
E
N
B
U
R
G

C
O
-
H
I
G
H
W
A
Y

5
2
1

L
A
N
D
F
I
17
1
3
1

L
A
N
C
A
S
T
E
R

H
W
Y
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
S1
1
7
9
1
7
6
7
2
ME
C
K
L
E
N
B
U
R
G

C
O
-
H
I
G
H
W
A
Y

5
2
1

L
A
N
D
F
I
17
1
3
1

L
A
N
C
A
S
T
E
R

H
W
Y
CH
A
R
L
O
T
T
E
NC NPDES
28
2
7
7
10
1
6
1
6
9
4
6
9
NC
S
0
0
0
0
0
1
9
7
7
FO
X
H
O
L
E

R
E
C
Y
C
L
I
N
G

C
E
N
T
E
R
19
1
3
1

L
A
N
C
A
S
T
E
R

H
W
Y
**
CH
A
R
L
O
T
T
E
NC RCRA-NonGen
28
2
7
7
10
1
6
6
2
4
3
7
4
11
0
0
5
5
9
3
1
4
1
6
FO
X
H
O
L
E

R
E
C
Y
C
L
I
N
G

C
E
N
T
E
R
19
1
3
1

L
A
N
C
A
S
T
E
R

H
W
Y
**
CH
A
R
L
O
T
T
E
NC FINDS
2 82
7
7
1 01
5
9
4
5
3
0
0
1 10
0
4
5
9
8
2
8
2
5
C VS

P
H
A
R
M
A
C
Y

#
2
8
7
7
1 46
0
0

L
A
W
Y
E
R
S

R
D
M IN
T

H
I
L
L
N C F INDS
2 82
7
7
1 01
4
9
5
6
0
7
9
N CR
0
0
0
1
5
3
6
4
3
C VS

P
H
A
R
M
A
C
Y

#
2
8
7
7
1 46
0
0

L
A
W
Y
E
R
S

R
D
M IN
T

H
I
L
L
N C R CRAInfo-LQG
2 82
7
7
S 10
5
1
2
0
3
3
7
2 33
5
3
D EN
N
I
S

P
R
O
P
E
R
T
Y
8 50
5

L
A
W
Y
E
R
S

R
O
A
D
M IN
T

H
I
L
L
N C L UST TRUST, IMD, LUST
2 82
7
7
1 01
1
5
5
4
3
4
2
1 10
0
1
3
6
8
8
7
0
4
C OC
H
R
A
N

C
O
M
M
O
N
S
1 05
0
0
-
1
0
6
2
6

M
A
L
L
A
R
D

C
R
E
E
K
**
C HA
R
L
O
T
T
E
N C I CIS, FINDS
2 82
7
7
S 10
6
3
4
9
2
5
8
2 76
7
0
W OS
C
H
K
O
L
U
P

R
E
S
I
D
E
N
C
E
1 75
2
5

M
A
R
V
I
N

R
O
A
D
C HA
R
L
O
T
T
E
N C L UST TRUST, IMD, LUST
2 82
7
7
S 10
6
3
4
9
2
5
6
2 76
6
8
A RD
R
E
Y

P
R
O
P
E
R
T
I
E
S

L
L
C

N
O
.

1
1 78
0
1

M
A
R
V
I
N

R
O
A
D
C HA
R
L
O
T
T
E
N C L UST TRUST, IMD, LUST
2 82
7
7
S 10
6
3
4
9
2
5
7
2 76
6
9
A RD
R
E
Y

P
R
O
P
E
R
T
I
E
S

L
L
C

N
O
.

2
1 79
0
9

M
A
R
V
I
N

R
O
A
D
C HA
R
L
O
T
T
E
N C L UST TRUST, IMD, LUST
2 82
7
7
1 01
5
6
0
6
6
3
2
7 01
6

M
E
A
D
O
W

R
U
N

L
N
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 01
4
7
8
2
5
3
0
1 10
0
3
5
8
1
1
2
2
6
A DV
E
N
T

T
E
C
H
N
O
L
O
G
I
E
S
,

I
N
C
.
1 09
2
5

M
E
G
W
O
O
D

D
R
I
V
E
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
6
7
8
8
9
1
8
1 10
0
5
8
3
2
5
3
8
9
F LY

I
1 1
M
I
L
E
S

S
O
U
T
H

O
F

C
H
A
R
L
O
T
T
E
**
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
4
9
7
3
6
9
5
1 09
1
5

M
O
R
A
N

L
N
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
1
3
4
2
2
8
1 03
0
5

N
E
W
B
E
R
R
Y

P
A
R
K

L
N
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 01
6
9
5
0
0
9
1
K WF

C
O
L
O
R
S
,

L
L
C
4 82
7

O
L
D

C
O
U
R
S
E

D
R
I
V
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C HA
R
L
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T
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N C T SCA
2 82
7
7
1 01
6
7
0
8
0
2
5
1 10
0
5
6
9
7
3
0
9
3
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4 82
7

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R
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C HA
R
L
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T
T
E
N C F INDS
2 82
7
7
1 01
5
1
0
7
1
6
6
9 33
1

O
L
I
V
I
A

L
N
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
0
0
2
5
1
4
1 67
0
9

O
R
C
H
A
R
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S
T
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R
U
N
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
6
7
1
8
1
6
9 10
0

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T
T
E
R

C
R
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E
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D
R
C HA
R
L
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T
T
E
N C E DR Historical Auto S tations
2 82
7
7
1 01
5
6
7
8
3
3
9
9 30
7

P
E
R
C
Y

C
T
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
U 00
1
2
0
2
7
9
0
0 -0
2
6
1
2
1
T .
P
L
A
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C
L
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P
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P
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R

G
L
E
N
4 33
2

P
I
P
E
R

G
L
E
N

D
R
I
V
E
C HA
R
L
O
T
T
E
N C U ST
2 82
7
7
1 00
7
7
0
5
6
7
6
1 10
0
1
8
6
2
2
7
1
1
T .
P
L
A
Y
E
R
S

C
L
U
B

A
T

P
I
P
E
R

G
L
E
N
4 33
2

P
I
P
E
R

G
L
E
N

D
R
I
V
E
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
5
5
3
1
0
7
1
5 10
0

P
I
P
E
R

S
T
A
T
I
O
N

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
Re
p
o
r
t
#

4
4
6
1
6
0
4
.
2
s

N
o
v
e
m
b
e
r

2
3
,

2
0
1
5

P
a
g
e

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I
P
-
1
0
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R

Z
I
P

C
o
d
e

S
c
a
n

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e
p
o
r
t
ZI
P

E
D
R
-
I
D

F
a
c
i
l
i
t
y

I
D

N
a
m
e

A
d
d
r
e
s
s

M
a
p
/
D
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r
/
D
i
s
t

C
i
t
y

S
t
a
t
e

D
a
t
a
b
a
s
e
s
2 82
7
7
1 01
5
0
7
0
0
7
0
5 10
5

P
I
P
E
R

S
T
A
T
I
O
N

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
5
3
7
1
8
5
5 20
0

P
I
P
E
R

S
T
A
T
I
O
N

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
U 00
3
4
1
4
9
5
4
0 -0
3
5
1
9
8
7 -E
L
E
V
E
N

S
T
O
R
E

3
5
5
7
8
5 20
0

P
I
P
E
R

S
T
A
T
I
O
N

D
R
I
V
E
C HA
R
L
O
T
T
E
N C L UST, UST
2 82
7
7
1 01
5
0
7
3
6
2
0
5 40
6

P
I
P
E
R

G
L
E
N

D
R
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
1
5
3
0
6
0
5
1 10
0
2
2
3
2
0
5
0
3
R EF
L
E
C
T
I
O
N

P
O
I
N
T
E

P
H
A
S
E
S

3

&

4
S OU
T
H

P
O
I
N
T

R
O
A
D
**
C HA
R
L
O
T
T
E
N C I CIS, FINDS
2 82
7
7
1 01
1
5
6
2
2
9
8
1 10
0
2
2
3
2
0
4
8
8
R EF
L
E
C
T
I
O
N

P
O
I
N
T
E

P
H
A
S
E

1
S OU
T
H

P
O
I
N
T

R
O
A
D
**
C HA
R
L
O
T
T
E
N C I CIS, FINDS
2 82
7
7
1 01
1
5
7
9
7
0
9
1 10
0
2
2
3
2
0
4
9
7
R EF
L
E
C
T
I
O
N

P
O
I
N
T
E

P
H
A
S
E

2
S OU
T
H

P
O
I
N
T

R
O
A
D
**
C HA
R
L
O
T
T
E
N C I CIS, FINDS
2 82
7
7
S 10
9
0
3
4
0
9
1
P RO
V
I
D
E
N
C
E

R
O
A
D

W
E
S
T

(
1
0
0
3
1
)
1 00
3
1

P
R
O
V
I
D
E
N
C
E

R
O
A
D

W
E
S
T
C HA
R
L
O
T
T
E
N C L UST TRUST, LUST
2 82
7
7
1 01
5
1
3
4
1
5
7
1 03
0
1

P
R
O
V
I
D
E
N
C
E

R
D

W
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
2 82
7
7
U 00
1
1
9
7
1
9
9
0 -0
1
7
3
6
5
W IN
D
S
T
R
E
A
M

C
O
M
M
U
N
I
C
A
T
I
O
N
1 05
2
3

P
R
O
V
I
D
E
N
C
E

R
O
A
D
C HA
R
L
O
T
T
E
N C L UST, UST
2 82
7
7
1 01
4
9
7
1
9
8
4
1 06
1
2

P
R
O
V
I
D
E
N
C
E

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
S 11
1
4
4
5
3
1
5
U NI
V
E
R
S
A
L

C
O
M
M
O
D
I
T
Y

S
E
R
V
I
C
E
S
,

I
N
C
1 06
1
2
-
D

P
R
O
V
I
D
E
N
C
E

R
D

S
T
E

7
5
0
C HA
R
L
O
T
T
E
N C
2 82
7
7
U 00
3
6
9
8
3
6
6
0 -1
3
3
0
1
4
G RI
E
R
’
S

S
T
O
R
E
1 06
3
6

P
R
O
V
I
D
E
N
C
E

R
O
A
D
C HA
R
L
O
T
T
E
N C L UST, UST
2 82
7
7
1 01
5
1
4
7
0
5
0
1 08
0
6

P
R
O
V
I
D
E
N
C
E

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Auto S tations
28
2
7
7
U0
0
3
8
7
6
6
2
7
0-
0
3
6
5
2
6
7-
E
L
E
V
E
N

S
T
O
R
E

3
5
5
7
9
10
8
0
6

P
R
O
V
I
D
E
N
C
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC LUST, UST
28
2
7
7
10
1
4
9
7
3
2
2
9
10
8
3
2

P
R
O
V
I
D
E
N
C
E

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
S1
0
4
4
8
3
0
2
3
20
9
1
4
11
3
2
0

P
R
O
V
I
D
E
N
C
E

R
O
A
D

W
E
S
T
11
3
2
0

P
R
O
V
I
D
E
N
C
E

R
O
A
D

W
E
S
T
CH
A
R
L
O
T
T
E
NC IMD, LUST
28
2
7
7
10
1
4
9
7
8
5
5
0
11
5
0
8

P
R
O
V
I
D
E
N
C
E

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
S1
0
2
8
6
8
6
4
6
18
0
5
0
MC
G
I
N
N

P
R
O
P
E
R
T
Y
11
5
3
8

P
R
O
V
I
D
E
N
C
E

R
O
A
D

W
E
S
T
CH
A
R
L
O
T
T
E
NC LUST TRUST, IMD, LUST
28
2
7
7
10
0
7
7
0
6
3
7
9
11
0
0
1
8
6
2
9
7
3
2
PE
T
R
O

E
X
P
R
E
S
S

#
2
7
11
6
4
0

P
R
O
V
I
D
E
N
C
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
U0
0
3
6
9
8
1
7
4
0-
0
3
5
8
9
9
PA
N
T
R
Y

3
9
4
4

D
B
A

K
A
N
G
A
R
O
O

E
X
P
R
E
S
S
11
6
4
0

P
R
O
V
I
D
E
N
C
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC UST
28
2
7
7
S1
0
2
8
6
8
6
4
5
18
0
4
5
HE
R
N
D
O
N

R
E
S
I
D
E
N
C
E
12
3
0
0

P
R
O
V
I
D
E
N
C
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC IMD, LUST
28
2
7
7
10
1
5
0
9
7
2
2
8
80
2
2

P
R
O
V
I
D
E
N
C
E

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
5
6
4
5
1
8
4
81
4
8

P
R
O
V
I
D
E
N
C
E

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
7
7
S1
0
4
9
1
4
2
6
2
22
0
9
9
BP

#
0
2
5
2
7

-

F
O
R
M
E
R
81
4
8

P
R
O
V
I
D
E
N
C
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC IMD, LUST
28
2
7
7
10
1
5
0
9
9
0
4
1
82
0
0

P
R
O
V
I
D
E
N
C
E

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
5
0
9
9
0
7
9
82
0
6

P
R
O
V
I
D
E
N
C
E

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
U0
0
4
1
1
9
3
8
8
FI
R
E

S
T
A
T
I
O
N

3
9
83
2
5

P
R
O
V
I
D
E
N
C
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC UST
28
2
7
7
10
1
0
4
9
3
8
5
1
11
0
0
3
2
6
2
9
2
6
1
CH
A
R
L
O
T
T
E

L
A
T
I
N

S
C
H
O
O
L
95
0
2

P
R
O
V
I
D
E
N
C
E

R
O
A
D
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
5
6
3
8
3
0
5
80
0
1

R
A
I
N
T
R
E
E

L
N
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
28
2
7
7
10
1
5
0
9
8
4
2
5
81
3
4

R
A
I
N
T
R
E
E

L
N
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
U0
0
1
2
0
6
4
7
1
0-
0
3
2
6
4
3
RA
I
N
T
R
E
E

C
O
U
N
T
R
Y

C
L
U
B
86
0
0

R
A
I
N
T
R
E
E

L
A
N
E
CH
A
R
L
O
T
T
E
NC LUST TRUST, IMD, LUST,UST
28
2
7
7
10
0
7
7
2
5
6
4
0
11
0
0
1
8
8
2
2
7
9
1
RA
I
N
T
R
E
E

C
O
U
N
T
R
Y

C
L
U
B
.

I
N
C
O
R
P
O
R
A
T
86
0
0

R
A
I
N
T
R
E
E

L
A
N
E
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
6
6
7
6
8
7
8
NC
S
0
0
0
0
0
2
0
8
0
RA
I
N
T
R
E
E

C
O
U
N
T
R
Y

C
L
U
B
86
0
0

R
A
I
N
T
R
E
E

L
N
CH
A
R
L
O
T
T
E
NC RCRA-NonGen
28
2
7
7
10
0
9
1
5
2
0
2
8
64
2
0

R
E
A

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Cleaners
28
2
7
7
10
1
4
9
5
5
9
7
7
NC
R
0
0
0
1
5
2
5
7
9
CV
S

P
H
A
R
M
A
C
Y

#
5
2
6
4
64
2
8

R
E
A

R
O
A
D
CH
A
R
L
O
T
T
E
NC RCRAInfo-LQG
28
2
7
7
10
1
5
9
4
5
1
7
2
11
0
0
4
5
9
8
1
7
2
8
CV
S

P
H
A
R
M
A
C
Y

#
5
2
6
4
64
2
8

R
E
A

R
O
A
D
CH
A
R
L
O
T
T
E
NC FINDS
28
2
7
7
10
1
5
6
3
2
9
2
4
78
3
2

R
E
A

R
D
CH
A
R
L
O
T
T
E
NC EDR Historical Auto Stations
2 82
7
7
1 00
9
3
2
6
8
8
8
1 10
0
4
3
9
8
1
6
5
2
T AR
G
E
T

S
T
O
R
E

T
1
0
8
7
7 86
0

R
E
A

R
D
C HA
R
L
O
T
T
E
N C F INDS
2 82
7
7
1 01
5
0
9
5
6
4
4
7 86
4

R
E
A

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
1 01
5
1
0
0
8
1
7
8 44
0

R
E
A

R
D
C HA
R
L
O
T
T
E
N C E DR Historical Cleaners
2 82
7
7
U 00
4
0
1
6
7
3
7
0 -0
3
6
7
7
1
P AN
T
R
Y

3
9
7
9

D
B
A

K
A
N
G
A
R
O
O

E
X
P
R
E
S
S
9 62
0

R
E
A

R
O
A
D
C HA
R
L
O
T
T
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M
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S C F INDS
29
7
0
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M
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L
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SC EDR Historical Cleaners
29
7
0
7
10
1
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6
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2
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L
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SC EDR Historical Auto Stations
29
7
0
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29
7
0
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29
7
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29
7
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29
7
0
7
10
1
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6
8
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97
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M
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SC EDR Historical Auto Stations
29
7
0
7
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1
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6
8
7
2
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97
5
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A
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M
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L
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SC EDR Historical Auto Stations
29
7
0
7
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1
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97
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9

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M
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SC EDR Historical Cleaners
29
7
0
7
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8
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6
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97
9
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29
7
0
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29
7
0
7
10
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29
7
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29
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29
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29
7
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29
7
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78
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29
7
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1
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29
7
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7
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29
7
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29
7
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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: 03/26/2015
Date Data Arrived at EDR: 04/08/2015
Date Made Active in Reports: 06/22/2015
Number of Days to Update: 75
Source: EPA
Telephone: N/A
Last EDR Contact: 11/07/2015
Next Scheduled EDR Contact: 01/18/2016
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: 03/26/2015
Date Data Arrived at EDR: 04/08/2015
Date Made Active in Reports: 06/22/2015
Number of Days to Update: 75
Source: EPA
Telephone: N/A
Last EDR Contact: 11/07/2015
Next Scheduled EDR Contact: 01/18/2016
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
TC4461604.2s 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: 03/26/2015
Date Data Arrived at EDR: 04/08/2015
Date Made Active in Reports: 06/22/2015
Number of Days to Update: 75
Source: EPA
Telephone: N/A
Last EDR Contact: 11/07/2015
Next Scheduled EDR Contact: 01/18/2016
Data Release Frequency: Quarterly
Federal CERCLIS list
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: 03/26/2015
Date Data Arrived at EDR: 04/08/2015
Date Made Active in Reports: 06/11/2015
Number of Days to Update: 64
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 10/09/2015
Next Scheduled EDR Contact: 01/18/2016
Data Release Frequency: Varies
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: 08/28/2015
Next Scheduled EDR Contact: 12/07/2015
Data Release Frequency: Quarterly
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: 08/28/2015
Next Scheduled EDR Contact: 12/07/2015
Data Release Frequency: Quarterly
Federal RCRA CORRACTS facilities list
CORRACTS: Corrective Action Report
CORRACTS identifies hazardous waste handlers with RCRA corrective action activity.
TC4461604.2s Page GR-2
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 06/09/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 82
Source: EPA
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
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: 06/09/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 82
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
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: 06/09/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 82
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
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: 06/09/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 82
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
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: 06/09/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 82
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Varies
TC4461604.2s Page GR-3
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Federal institutional controls / engineering controls registries
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: 05/28/2015
Date Data Arrived at EDR: 05/29/2015
Date Made Active in Reports: 06/11/2015
Number of Days to Update: 13
Source: Department of the Navy
Telephone: [phone]
Last EDR Contact: 11/13/2015
Next Scheduled EDR Contact: 02/29/2016
Data Release Frequency: Varies
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: 09/10/2015
Date Data Arrived at EDR: 09/11/2015
Date Made Active in Reports: 11/03/2015
Number of Days to Update: 53
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 08/31/2015
Next Scheduled EDR Contact: 12/14/2015
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: 09/10/2015
Date Data Arrived at EDR: 09/11/2015
Date Made Active in Reports: 11/03/2015
Number of Days to Update: 53
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 08/31/2015
Next Scheduled EDR Contact: 12/14/2015
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: 06/22/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 82
Source: National Response Center, United States Coast Guard
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Annually
State- and tribal - equivalent NPL
NC 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: 11/06/2015
Next Scheduled EDR Contact: 02/15/2016
Data Release Frequency: Biennially
State- and tribal - equivalent CERCLIS
TC4461604.2s Page GR-4
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
NC 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: 07/16/2015
Date Data Arrived at EDR: 09/16/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 36
Source: Department of Environment, Health and Natural Resources
Telephone: [phone]
Last EDR Contact: 09/16/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Quarterly
SC SHWS: Site Assessment Section Project List
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: 03/23/2015
Date Data Arrived at EDR: 03/25/2015
Date Made Active in Reports: 04/07/2015
Number of Days to Update: 13
Source: Department of Health and Environmental Control
Telephone: [phone]
Last EDR Contact: 11/09/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Annually
State and tribal landfill and/or solid waste disposal site lists
NC 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: 09/28/2015
Date Data Arrived at EDR: 09/30/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 22
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 09/30/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Semi-Annually
SC SWF/LF: Permitted Landfills List
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: 03/23/2015
Date Data Arrived at EDR: 03/24/2015
Date Made Active in Reports: 04/07/2015
Number of Days to Update: 14
Source: Department of Health and Environmental Control
Telephone: [phone]
Source: Department of Health and Environmental Control, GIS Section
Telephone: [phone]
Last EDR Contact: 09/11/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Varies
NC 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: 03/27/2015
Date Data Arrived at EDR: 04/17/2015
Date Made Active in Reports: 04/30/2015
Number of Days to Update: 13
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 10/16/2015
Next Scheduled EDR Contact: 01/25/2016
Data Release Frequency: Varies
TC4461604.2s Page GR-5
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
State and tribal leaking storage tank lists
NC 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: 08/07/2015
Date Data Arrived at EDR: 08/12/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 34
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 11/11/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Quarterly
NC LAST: Leaking Aboveground Storage Tanks
A listing of leaking aboveground storage tank site locations.
Date of Government Version: 08/07/2015
Date Data Arrived at EDR: 08/12/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 34
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 11/11/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Quarterly
SC LUST: Leaking Underground Storage Tank List
Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground
storage tank incidents. Not all states maintain these records, and the information stored varies by state.
Date of Government Version: 07/29/2015
Date Data Arrived at EDR: 08/07/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 39
Source: Department of Health and Environmental Control
Telephone: [phone]
Last EDR Contact: 10/22/2015
Next Scheduled EDR Contact: 02/08/2016
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: 01/08/2015
Date Data Arrived at EDR: 01/08/2015
Date Made Active in Reports: 02/09/2015
Number of Days to Update: 32
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 10/30/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Quarterly
INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Florida, Mississippi and North Carolina.
Date of Government Version: 07/30/2015
Date Data Arrived at EDR: 08/07/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 67
Source: EPA Region 4
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Semi-Annually
INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in Alaska, Idaho, Oregon and Washington.
Date of Government Version: 07/21/2015
Date Data Arrived at EDR: 07/29/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 76
Source: EPA Region 10
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Quarterly
TC4461604.2s Page GR-6
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land
LUSTs on Indian land in New Mexico and Oklahoma.
Date of Government Version: 05/13/2015
Date Data Arrived at EDR: 08/03/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 71
Source: EPA Region 6
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
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: 07/28/2015
Date Data Arrived at EDR: 08/07/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 67
Source: EPA, Region 5
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
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: 02/03/2015
Date Data Arrived at EDR: 04/30/2015
Date Made Active in Reports: 06/22/2015
Number of Days to Update: 53
Source: EPA Region 1
Telephone: [phone]
Last EDR Contact: 10/27/2015
Next Scheduled EDR Contact: 02/08/2016
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: 04/30/2015
Date Data Arrived at EDR: 05/05/2015
Date Made Active in Reports: 06/22/2015
Number of Days to Update: 48
Source: EPA Region 8
Telephone: [phone]
Last EDR Contact: 10/08/2015
Next Scheduled EDR Contact: 02/08/2016
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: 03/30/2015
Date Data Arrived at EDR: 04/28/2015
Date Made Active in Reports: 06/22/2015
Number of Days to Update: 55
Source: EPA Region 7
Telephone: [phone]
Last EDR Contact: 10/08/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
NC 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: 07/10/2015
Date Data Arrived at EDR: 07/15/2015
Date Made Active in Reports: 08/20/2015
Number of Days to Update: 36
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 10/14/2015
Next Scheduled EDR Contact: 01/25/2016
Data Release Frequency: Semi-Annually
State and tribal registered storage tank lists
FEMA UST: Underground Storage Tank Listing
A listing of all FEMA owned underground storage tanks.
TC4461604.2s Page GR-7
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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: 10/08/2015
Next Scheduled EDR Contact: 01/25/2016
Data Release Frequency: Varies
NC 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: 08/07/2015
Date Data Arrived at EDR: 08/12/2015
Date Made Active in Reports: 09/17/2015
Number of Days to Update: 36
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 11/12/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Quarterly
SC UST: Comprehensive Underground Storage Tanks
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: 07/29/2015
Date Data Arrived at EDR: 08/07/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 39
Source: Department of Health and Environmental Control
Telephone: [phone]
Last EDR Contact: 10/22/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Quarterly
NC AST: AST Database
Facilities with aboveground storage tanks that have a capacity greater than 21,000 gallons.
Date of Government Version: 04/14/2015
Date Data Arrived at EDR: 06/23/2015
Date Made Active in Reports: 07/17/2015
Number of Days to Update: 24
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 09/21/2015
Next Scheduled EDR Contact: 01/04/2016
Data Release Frequency: Semi-Annually
SC AST: Aboveground Storage Tank List
Registered Aboveground Storage Tanks.
Date of Government Version: 03/25/2004
Date Data Arrived at EDR: 08/04/2004
Date Made Active in Reports: 09/23/2004
Number of Days to Update: 50
Source: Department of Health and Environmental Control
Telephone: [phone]
Last EDR Contact: 08/31/2015
Next Scheduled EDR Contact: 12/14/2015
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: 05/13/2015
Date Data Arrived at EDR: 08/03/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 71
Source: EPA Region 6
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Semi-Annually
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).
TC4461604.2s Page GR-8
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 12/14/2014
Date Data Arrived at EDR: 02/13/2015
Date Made Active in Reports: 03/13/2015
Number of Days to Update: 28
Source: EPA Region 9
Telephone: [phone]
Last EDR Contact: 10/30/2015
Next Scheduled EDR Contact: 02/09/2016
Data Release Frequency: Quarterly
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: 09/23/2014
Date Data Arrived at EDR: 11/25/2014
Date Made Active in Reports: 01/29/2015
Number of Days to Update: 65
Source: EPA Region 7
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
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: 02/03/2015
Date Data Arrived at EDR: 04/30/2015
Date Made Active in Reports: 06/22/2015
Number of Days to Update: 53
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 10/27/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
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: 07/21/2015
Date Data Arrived at EDR: 07/29/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 76
Source: EPA Region 10
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Quarterly
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: 07/28/2015
Date Data Arrived at EDR: 08/07/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 67
Source: EPA Region 5
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
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: 07/30/2015
Date Data Arrived at EDR: 08/07/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 67
Source: EPA Region 4
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Semi-Annually
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).
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 07/28/2015
Date Data Arrived at EDR: 08/14/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 60
Source: EPA Region 8
Telephone: [phone]
Last EDR Contact: 07/22/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Quarterly
State and tribal institutional control / engineering control registries
NC 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: 07/16/2015
Date Data Arrived at EDR: 09/16/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 36
Source: Department of Environment, Health and Natural Resources
Telephone: [phone]
Last EDR Contact: 09/16/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Quarterly
State and tribal voluntary cleanup sites
NC VCP: Responsible Party Voluntary Action Sites
Responsible Party Voluntary Action site locations.
Date of Government Version: 07/16/2015
Date Data Arrived at EDR: 09/16/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 36
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 09/16/2015
Next Scheduled EDR Contact: 12/28/2015
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: 09/29/2014
Date Data Arrived at EDR: 10/01/2014
Date Made Active in Reports: 11/06/2014
Number of Days to Update: 36
Source: EPA, Region 1
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Varies
SC VCP: Voluntary Cleanup Sites
Sites participating in the Voluntary Cleanup Program. Once staff and a non-responsible party have agreed upon
an approved scope of work for a site investigation and/or remediation, the party enters into a voluntary cleanup
contract. Staff oversees the cleanup efforts to ensure that activities are performed to our satisfaction. Upon
completion of the negotiated work in the voluntary cleanup contract, the non-responsible party receives State
Superfund liability protection.
Date of Government Version: 07/14/2014
Date Data Arrived at EDR: 07/25/2014
Date Made Active in Reports: 08/20/2014
Number of Days to Update: 26
Source: Department of Health and Environmental Control
Telephone: [phone]
Last EDR Contact: 09/01/2015
Next Scheduled EDR Contact: 12/28/2015
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
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
NC 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: 10/01/2015
Date Data Arrived at EDR: 10/07/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 15
Source: Department of Environment and Natural Resources
Telephone: [phone]
Last EDR Contact: 10/07/2015
Next Scheduled EDR Contact: 01/18/2016
Data Release Frequency: Varies
SC BROWNFIELDS: Brownfields Sites Listing
The Brownfields component of the Voluntary Cleanup Program allows a non-responsible party to acquire a contaminated
property with State Superfund liability protection for existing contamination by agreeing to perform an environmental
assessment and/or remediation.
Date of Government Version: 06/29/2015
Date Data Arrived at EDR: 07/07/2015
Date Made Active in Reports: 07/15/2015
Number of Days to Update: 8
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 09/28/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Varies
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: 06/22/2015
Date Data Arrived at EDR: 06/24/2015
Date Made Active in Reports: 09/02/2015
Number of Days to Update: 70
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 09/23/2015
Next Scheduled EDR Contact: 01/04/2016
Data Release Frequency: Semi-Annually
Local Lists of Landfill / Solid Waste Disposal Sites
NC SWRCY: Recycling Center Listing
A listing of recycling center locations.
Date of Government Version: 09/24/2015
Date Data Arrived at EDR: 09/25/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 27
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 11/06/2015
Next Scheduled EDR Contact: 02/15/2016
Data Release Frequency: Varies
NC 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: N/A
Data Release Frequency: No Update Planned
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SC SWRCY: Solid Waste Recycling Facilities
A listing of recycling center locations.
Date of Government Version: 07/01/2015
Date Data Arrived at EDR: 08/17/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 29
Source: Department of Health & Enviornmental Control
Telephone: [phone]
Last EDR Contact: 08/31/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Varies
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: 11/06/2015
Next Scheduled EDR Contact: 02/15/2016
Data Release Frequency: Varies
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
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: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: No Update Planned
Local Lists of Hazardous waste / Contaminated Sites
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: 08/12/2015
Date Data Arrived at EDR: 09/04/2015
Date Made Active in Reports: 11/03/2015
Number of Days to Update: 60
Source: Drug Enforcement Administration
Telephone: [phone]
Last EDR Contact: 08/31/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: No Update Planned
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.
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 08/12/2015
Date Data Arrived at EDR: 09/04/2015
Date Made Active in Reports: 11/03/2015
Number of Days to Update: 60
Source: Drug Enforcement Administration
Telephone: [phone]
Last EDR Contact: 08/31/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Quarterly
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: 10/30/2015
Next Scheduled EDR Contact: 02/08/2016
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: 06/24/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/02/2015
Number of Days to Update: 68
Source: U.S. Department of Transportation
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Annually
NC SPILLS: Spills Incident Listing
A listing spills, hazardous material releases, sanitary sewer overflows, wastewater treatment plant bypasses and
upsets, citizen complaints, and any other environmental emergency calls reported to the agency.
Date of Government Version: 09/14/2015
Date Data Arrived at EDR: 09/17/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 35
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 09/14/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Varies
SC SPILLS: Spill List
Spills and releases of petroleum and hazardous chemicals reported to the Oil & Chemical Emergency Response division.
Date of Government Version: 03/25/2015
Date Data Arrived at EDR: 03/26/2015
Date Made Active in Reports: 04/07/2015
Number of Days to Update: 12
Source: Department of Health and Environmental Control
Telephone: [phone]
Last EDR Contact: 11/07/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Varies
NC 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
NC 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.
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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
SC 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: 10/25/2012
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/07/2013
Number of Days to Update: 63
Source: FirstSearch
Telephone: N/A
Last EDR Contact: 01/03/2013
Next Scheduled EDR Contact: N/A
Data Release Frequency: No Update Planned
NC 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
SC 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: 03/26/2001
Date Data Arrived at EDR: 01/03/2013
Date Made Active in Reports: 03/07/2013
Number of Days to Update: 63
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 / No Longer Regulated
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: 06/09/2015
Date Data Arrived at EDR: 06/26/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 82
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 09/29/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Varies
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: 01/31/2015
Date Data Arrived at EDR: 07/08/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 97
Source: U.S. Army Corps of Engineers
Telephone: [phone]
Last EDR Contact: 09/11/2015
Next Scheduled EDR Contact: 12/21/2015
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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.
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: 10/16/2015
Next Scheduled EDR Contact: 01/25/2016
Data Release Frequency: Semi-Annually
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: 10/16/2015
Next Scheduled EDR Contact: 01/25/2016
Data Release Frequency: N/A
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: 11/19/2015
Next Scheduled EDR Contact: 02/29/2016
Data Release Frequency: Varies
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: 09/01/2015
Date Data Arrived at EDR: 09/03/2015
Date Made Active in Reports: 11/03/2015
Number of Days to Update: 61
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 11/13/2015
Next Scheduled EDR Contact: 02/29/2016
Data Release Frequency: Quarterly
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: 11/10/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Quarterly
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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: 04/22/2013
Date Data Arrived at EDR: 03/03/2015
Date Made Active in Reports: 03/09/2015
Number of Days to Update: 6
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 11/13/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Varies
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: 12/31/2012
Date Data Arrived at EDR: 01/15/2015
Date Made Active in Reports: 01/29/2015
Number of Days to Update: 14
Source: EPA
Telephone: [phone]
Last EDR Contact: 09/25/2015
Next Scheduled EDR Contact: 01/04/2016
Data Release Frequency: Every 4 Years
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.
Date of Government Version: 12/31/2013
Date Data Arrived at EDR: 02/12/2015
Date Made Active in Reports: 06/02/2015
Number of Days to Update: 110
Source: EPA
Telephone: [phone]
Last EDR Contact: 08/28/2015
Next Scheduled EDR Contact: 12/07/2015
Data Release Frequency: Annually
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: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Annually
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: 09/11/2015
Next Scheduled EDR Contact: 12/21/2015
Data Release Frequency: Annually
RMP: Risk Management Plans
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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: 08/01/2015
Date Data Arrived at EDR: 08/26/2015
Date Made Active in Reports: 11/03/2015
Number of Days to Update: 69
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 10/26/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
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
PRP: Potentially Responsible Parties
A listing of verified Potentially Responsible Parties
Date of Government Version: 10/25/2013
Date Data Arrived at EDR: 10/17/2014
Date Made Active in Reports: 10/20/2014
Number of Days to Update: 3
Source: EPA
Telephone: [phone]
Last EDR Contact: 11/13/2015
Next Scheduled EDR Contact: 02/22/2016
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: 07/01/2014
Date Data Arrived at EDR: 10/15/2014
Date Made Active in Reports: 11/17/2014
Number of Days to Update: 33
Source: EPA
Telephone: [phone]
Last EDR Contact: 10/29/2015
Next Scheduled EDR Contact: 01/25/2016
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: 01/23/2015
Date Data Arrived at EDR: 02/06/2015
Date Made Active in Reports: 03/09/2015
Number of Days to Update: 31
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 10/08/2015
Next Scheduled EDR Contact: 01/25/2016
Data Release Frequency: Quarterly
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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: 11/18/2015
Next Scheduled EDR Contact: 03/07/2016
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: 11/18/2015
Next Scheduled EDR Contact: 03/07/2016
Data Release Frequency: Quarterly
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: 06/26/2015
Date Data Arrived at EDR: 07/10/2015
Date Made Active in Reports: 10/13/2015
Number of Days to Update: 95
Source: Nuclear Regulatory Commission
Telephone: [phone]
Last EDR Contact: 09/03/2015
Next Scheduled EDR Contact: 12/21/2015
Data Release Frequency: Quarterly
COAL ASH DOE: Steam-Electric Plant 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: 07/13/2015
Next Scheduled EDR Contact: 10/28/2015
Data Release Frequency: Varies
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: 07/01/2014
Date Data Arrived at EDR: 09/10/2014
Date Made Active in Reports: 10/20/2014
Number of Days to Update: 40
Source: Environmental Protection Agency
Telephone: N/A
Last EDR Contact: 09/11/2015
Next Scheduled EDR Contact: 12/21/2015
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: 10/29/2015
Next Scheduled EDR Contact: 02/08/2016
Data Release Frequency: Varies
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.
TC4461604.2s Page GR-18
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Date of Government Version: 07/07/2015
Date Data Arrived at EDR: 07/09/2015
Date Made Active in Reports: 09/16/2015
Number of Days to Update: 69
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 10/07/2015
Next Scheduled EDR Contact: 01/18/2016
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.
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
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: 11/07/2015
Next Scheduled EDR Contact: 02/15/2016
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: 12/31/2014
Date Data Arrived at EDR: 04/17/2015
Date Made Active in Reports: 06/02/2015
Number of Days to Update: 46
Source: Department of Justice, Consent Decree Library
Telephone: Varies
Last EDR Contact: 09/28/2015
Next Scheduled EDR Contact: 01/11/2016
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: 12/31/2013
Date Data Arrived at EDR: 02/24/2015
Date Made Active in Reports: 09/30/2015
Number of Days to Update: 218
Source: EPA/NTIS
Telephone: [phone]
Last EDR Contact: 08/28/2015
Next Scheduled EDR Contact: 12/07/2015
Data Release Frequency: Biennially
TC4461604.2s Page GR-19
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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: 10/16/2015
Next Scheduled EDR Contact: 01/25/2016
Data Release Frequency: Semi-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: 11/19/2015
Next Scheduled EDR Contact: 03/07/2016
Data Release Frequency: Varies
LEAD SMELTER 1: Lead Smelter Sites
A listing of former lead smelter site locations.
Date of Government Version: 11/25/2014
Date Data Arrived at EDR: 11/26/2014
Date Made Active in Reports: 01/29/2015
Number of Days to Update: 64
Source: Environmental Protection Agency
Telephone: [phone]
Last EDR Contact: 10/05/2015
Next Scheduled EDR Contact: 01/18/2016
Data Release Frequency: Varies
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
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: 07/22/2015
Date Data Arrived at EDR: 07/24/2015
Date Made Active in Reports: 09/02/2015
Number of Days to Update: 40
Source: EPA
Telephone: [phone]
Last EDR Contact: 09/28/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Annually
US AIRS MINOR: Air Facility System Data
A listing of minor source facilities.
Date of Government Version: 07/22/2015
Date Data Arrived at EDR: 07/24/2015
Date Made Active in Reports: 09/02/2015
Number of Days to Update: 40
Source: EPA
Telephone: [phone]
Last EDR Contact: 09/28/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Annually
TC4461604.2s Page GR-20
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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: 05/14/2015
Date Data Arrived at EDR: 06/03/2015
Date Made Active in Reports: 09/02/2015
Number of Days to Update: 91
Source: Department of Labor, Mine Safety and Health Administration
Telephone: [phone]
Last EDR Contact: 09/01/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Semi-Annually
US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing
This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron
ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such
as gold, silver, copper, zinc, and lead) metal mines in the United States.
Date of Government Version: 12/05/2005
Date Data Arrived at EDR: 02/29/2008
Date Made Active in Reports: 04/18/2008
Number of Days to Update: 49
Source: USGS
Telephone: [phone]
Last EDR Contact: 09/04/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Varies
US MINES 3: Active Mines & Mineral Plants Database Listing
Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team
of the USGS.
Date of Government Version: 04/14/2011
Date Data Arrived at EDR: 06/08/2011
Date Made Active in Reports: 09/13/2011
Number of Days to Update: 97
Source: USGS
Telephone: [phone]
Last EDR Contact: 09/04/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Varies
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: 07/20/2015
Date Data Arrived at EDR: 09/09/2015
Date Made Active in Reports: 11/03/2015
Number of Days to Update: 55
Source: EPA
Telephone: [phone]
Last EDR Contact: 09/09/2015
Next Scheduled EDR Contact: 12/21/2015
Data Release Frequency: Quarterly
NC 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: 04/22/2015
Date Data Arrived at EDR: 08/04/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 42
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 11/13/2015
Next Scheduled EDR Contact: 02/15/2016
Data Release Frequency: Varies
SC COAL ASH: Coal Ash Disposal Sites
A listing of sites with coal ash ponds.
Date of Government Version: 12/30/2014
Date Data Arrived at EDR: 12/31/2014
Date Made Active in Reports: 02/09/2015
Number of Days to Update: 40
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 11/16/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Varies
TC4461604.2s Page GR-21
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
NC 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: 03/02/2015
Date Data Arrived at EDR: 06/25/2015
Date Made Active in Reports: 09/08/2015
Number of Days to Update: 75
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 09/25/2015
Next Scheduled EDR Contact: 01/04/2016
Data Release Frequency: Varies
SC DRYCLEANERS: Drycleaner Database
The Drycleaning Facility Restoration Trust Fund database is used to access, prioritze and cleanup contaminated
registered drycleaning sites.
Date of Government Version: 02/01/2015
Date Data Arrived at EDR: 05/06/2015
Date Made Active in Reports: 05/13/2015
Number of Days to Update: 7
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 11/08/2015
Next Scheduled EDR Contact: 02/15/2016
Data Release Frequency: Varies
NC 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: 08/13/2015
Date Data Arrived at EDR: 08/14/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 32
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 11/09/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Quarterly
SC Financial Assurance 1: Financial Assurance Information Listing
Financial assurance information for aolid 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.
Date of Government Version: 03/19/2015
Date Data Arrived at EDR: 03/24/2015
Date Made Active in Reports: 04/07/2015
Number of Days to Update: 14
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 09/11/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Quarterly
NC 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.
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: 11/09/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Varies
SC Financial Assurance 2: Financial Assurance Information Listing
Hazardous waste financial assurance information.
Date of Government Version: 03/19/2015
Date Data Arrived at EDR: 03/24/2015
Date Made Active in Reports: 04/07/2015
Number of Days to Update: 14
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 11/09/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Varies
TC4461604.2s Page GR-22
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
NC Financial Assurance 3: Financial Assurance Information
Hazardous waste financial assurance information.
Date of Government Version: 09/14/2015
Date Data Arrived at EDR: 09/15/2015
Date Made Active in Reports: 10/22/2015
Number of Days to Update: 37
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 09/14/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Varies
SC Financial Assurance 3: Financial Assurance Information Listing
UST financial assurance information.
Date of Government Version: 03/05/2015
Date Data Arrived at EDR: 03/06/2015
Date Made Active in Reports: 03/17/2015
Number of Days to Update: 11
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 10/22/2015
Next Scheduled EDR Contact: 12/14/2015
Data Release Frequency: Varies
SC GWCI: Groundwater Contamination Inventory
An inventory of all groundwater contamination cases in the state.
Date of Government Version: 07/01/2008
Date Data Arrived at EDR: 11/06/2008
Date Made Active in Reports: 11/19/2008
Number of Days to Update: 13
Source: Department of Health and Environmental Control
Telephone: [phone]
Last EDR Contact: 09/28/2015
Next Scheduled EDR Contact: 01/11/2016
Data Release Frequency: Annually
NC NPDES: NPDES Facility Location Listing
General information regarding NPDES(National Pollutant Discharge Elimination System) permits.
Date of Government Version: 08/01/2015
Date Data Arrived at EDR: 08/06/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 40
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 11/16/2015
Next Scheduled EDR Contact: 02/15/2016
Data Release Frequency: Varies
SC NPDES: Waste Water Treatment Facilities Listing
A listing of waste water treatment facility locations.
Date of Government Version: 08/28/2015
Date Data Arrived at EDR: 09/03/2015
Date Made Active in Reports: 11/11/2015
Number of Days to Update: 69
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 08/03/2015
Next Scheduled EDR Contact: 10/05/2015
Data Release Frequency: Varies
NC UIC: Underground Injection Wells Listing
A listing of uncerground injection wells locations.
Date of Government Version: 08/11/2015
Date Data Arrived at EDR: 08/14/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 32
Source: Department of Environment & Natural Resources
Telephone: [phone]
Last EDR Contact: 11/19/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Varies
SC UIC: Underground Injection Wells Listing
A listing of underground injection wells locations.
Date of Government Version: 08/12/2015
Date Data Arrived at EDR: 08/17/2015
Date Made Active in Reports: 09/15/2015
Number of Days to Update: 29
Source: Department of Health & Environmental Control
Telephone: [phone]
Last EDR Contact: 11/09/2015
Next Scheduled EDR Contact: 02/22/2016
Data Release Frequency: Varies
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GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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 Hist Auto: 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
EDR Hist Cleaner: 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
NC 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.
TC4461604.2s Page GR-24
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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
SC 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 Health and Environmental Control in South Carolina.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/03/2014
Number of Days to Update: 186
Source: Department of Health and Environmental Control
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
NC 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
SC 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 Health and Environmental Control in South Carolina.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/15/2014
Number of Days to Update: 198
Source: Department of Health and Environmental Control
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
NC 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
SC 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 Health and Environmental Control in South Carolina.
Date of Government Version: N/A
Date Data Arrived at EDR: 07/01/2013
Date Made Active in Reports: 01/03/2014
Number of Days to Update: 186
Source: Department of Health and Environmental Control
Telephone: N/A
Last EDR Contact: 06/01/2012
Next Scheduled EDR Contact: N/A
Data Release Frequency: Varies
TC4461604.2s Page GR-25
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
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.
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: 11/16/2015
Next Scheduled EDR Contact: 02/29/2016
Data Release Frequency: No Update Planned
NJ MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2013
Date Data Arrived at EDR: 07/17/2015
Date Made Active in Reports: 08/12/2015
Number of Days to Update: 26
Source: Department of Environmental Protection
Telephone: N/A
Last EDR Contact: 10/13/2015
Next Scheduled EDR Contact: 01/25/2016
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: 08/01/2015
Date Data Arrived at EDR: 08/06/2015
Date Made Active in Reports: 08/24/2015
Number of Days to Update: 18
Source: Department of Environmental Conservation
Telephone: [phone]
Last EDR Contact: 11/08/2015
Next Scheduled EDR Contact: 02/15/2016
Data Release Frequency: Annually
PA MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2014
Date Data Arrived at EDR: 07/24/2015
Date Made Active in Reports: 08/18/2015
Number of Days to Update: 25
Source: Department of Environmental Protection
Telephone: [phone]
Last EDR Contact: 10/19/2015
Next Scheduled EDR Contact: 02/01/2016
Data Release Frequency: Annually
RI MANIFEST: Manifest information
Hazardous waste manifest information
Date of Government Version: 12/31/2013
Date Data Arrived at EDR: 06/19/2015
Date Made Active in Reports: 07/15/2015
Number of Days to Update: 26
Source: Department of Environmental Management
Telephone: [phone]
Last EDR Contact: 11/19/2015
Next Scheduled EDR Contact: 03/07/2016
Data Release Frequency: Annually
WI MANIFEST: Manifest Information
Hazardous waste manifest information.
Date of Government Version: 12/31/2014
Date Data Arrived at EDR: 03/19/2015
Date Made Active in Reports: 04/07/2015
Number of Days to Update: 19
Source: Department of Natural Resources
Telephone: N/A
Last EDR Contact: 09/10/2015
Next Scheduled EDR Contact: 12/28/2015
Data Release Frequency: Annually
TC4461604.2s Page GR-26
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Oil/Gas Pipelines
Source: PennWell Corporation
Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty
Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases
(Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information
is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant
its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell.
Electric Power Transmission Line Data
Source: PennWell Corporation
This map includes information copyrighted by PennWell Corporation. This information is provided on a best
effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any
particular purpose. Such information has been reprinted with the permission of PennWell.
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.
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: Wetland Inventory
Source: US Fish & Wildlife Service
Telephone: [phone]
TC4461604.2s Page GR-27
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
Current USGS 7.5 Minute Topographic Map
Source: U.S. 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.
TC4461604.2s Page GR-28
GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING
TC4461604.2s 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
2014Version Date:
6060301 FORT MILL, SCWest Map:
2013Version Date:
5948343 WEDDINGTON, NCTarget Property Map:
USGS TOPOGRAPHIC MAP
596 ft. above sea levelElevation:
3879418.0UTM Y (Meters):
511735.9UTM X (Meters):
Zone 17Universal Tranverse Mercator:
80.8713 - 80˚ 52’ 16.68’’Longitude (West):
35.0592 - 35˚ 3’ 33.12’’Latitude (North):
TARGET PROPERTY COORDINATES
CHARLOTTE, NC 28277
13471 LANCASTER HIGHWAY
SPRINGFIELD SWITCH STATION
TARGET PROPERTY ADDRESS
®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM®
TC4461604.2s 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
El
e
v
a
t
i
o
n

(
f
t
)
El
e
v
a
t
i
o
n

(
f
t
)
TP
TP
0 1/2 1 Miles✩Target Property Elevation: 596 ft.
North South
West East
6
4
3
6
2
9
6
3
5
6
4
6
6
4
9
6
5
3
6
2
9
6
0
2
5
9
5
5
9
6
5
3
4
5
2
4
5
5
1
5
3
6
5
3
3
5
5
9
5
5
9
5
7
6
5
5
2
6
2
2
6
1
9
5
8
4
5
7
8
5
5
1
5
9
4
6
1
1
5
9
0
5
6
4
5
9
6
5
7
3
5
3
7
5
2
9
5
2
8
5
1
6
5
6
1
5
6
3
5
9
6
5
7
5
General NNEGeneral 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®
TC4461604.2s Page A-3
For additional site information, refer to Physical Setting Source Map Findings.
Not Reported1/2 - 1 Mile NNW8
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 MapWEDDINGTON
NATIONAL WETLAND INVENTORY
NWI Electronic
Data CoverageNWI Quad at Target Property
Not ReportedAdditional Panels in search area:
37119C - FEMA DFIRM Flood dataFlood Plain Panel at Target Property:
YES - refer to the Overview Map and Detail MapMECKLENBURG, 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®
TC4461604.2s 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
Plutonic and Intrusive RocksCategory:PaleozoicEra:
MississippianSystem:
Paleozoic mafic intrusivesSeries:
PzmiCode: (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 4
6
5
10
1
11
5
1
4
5
4
2
9
12
3
7
7
2
0 1/16 1/8 1/4 Miles
TC4461604.2s Page A-6
Max: Min:
Min:
Max: Not reportedNot reportedbedrock48 inches44 inches 4
Max: Min:
Min: 0
Max: 14 Not reportedNot reported
bedrock
weathered44 inches14 inches 3
Min: 6.1
Max: 7.8
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay14 inches 7 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-Clayloam 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)

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
Well drainedSoil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
loamSoil Surface Texture:
WilkesSoil 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®
TC4461604.2s Page A-7

Moderately well drainedSoil Drainage Class:
drained and classified.
Class C/D - Drained/undrained hydrology class of soils that can beHydrologic Group:
fine sandy loamSoil Surface Texture:
IredellSoil Component Name:
Soil Map ID: 3
Max: Min:
Min:
Max: Not reportedNot reportedbedrock48 inches44 inches 4
Max: Min:
Min: 0
Max: 14 Not reportedNot reported
bedrock
weathered44 inches14 inches 3
Min: 6.1
Max: 7.8
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay14 inches 7 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-Clayloam 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)

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
Well drainedSoil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
loamSoil Surface Texture:
WilkesSoil Component Name:
Soil Map ID: 2
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4461604.2s Page A-8

Somewhat poorly drainedSoil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
loamSoil Surface Texture:
MonacanSoil Component Name:
Soil Map ID: 4
Min: 6.6
Max: 8.4
Min: 1.4
Max: 14
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam64 inches27 inches 4
Min: 6.1
Max: 7.8
Min: 0.42
Max: 1.4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay loam27 inches24 inches 3
Min: 5.6
Max: 7.3
Min: 0.42
Max: 1.4
more), Fat Clay.
limit 50% or
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay24 inches 5 inches 2
Min: 5.1
Max: 7.3
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayfine sandy loam 5 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)

> 46 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
HighCorrosion Potential - Uncoated Steel:
Hydric Status: Partially hydric
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4461604.2s Page A-9

Well drainedSoil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
loamSoil Surface Texture:
WilkesSoil Component Name:
Soil Map ID: 5
Min: 5.1
Max: 7.3
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-Claysandy clay loam64 inches25 inches 4
Min: 5.1
Max: 7.3
Min: 0.42
Max: 141
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clay
to clay
stratified sand79 inches64 inches 3
Min: 5.1
Max: 7.3
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-Claysilty clay loam25 inches14 inches 2
Min: 5.1
Max: 7.3
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-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)

> 38 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Partially hydric
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4461604.2s Page A-10
No Layer Information available.

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
Not ReportedCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
Soil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
loamSoil Surface Texture:
WaterSoil Component Name:
Soil Map ID: 6
Max: Min:
Min:
Max: Not reportedNot reportedbedrock48 inches44 inches 4
Max: Min:
Min: 0
Max: 14 Not reportedNot reported
bedrock
weathered44 inches14 inches 3
Min: 6.1
Max: 7.8
Min: 1.4
Max: 4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay14 inches 7 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-Clayloam 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)

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
ModerateCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4461604.2s Page A-11

Soil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
variableSoil Surface Texture:
Urban landSoil Component Name:
Soil Map ID: 8
Min: 5.6
Max: 7.3
Min: 1.4
Max: 14
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam64 inches33 inches 3
Min: 5.6
Max: 7.3
Min: 0.42
Max: 1.4
silt.
more), Elastic
limit 50% or
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay33 inches 7 inches 2
5.6
Max: 6 Min:
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-Clayfine sandy 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)

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
HighCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
Well drainedSoil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
fine sandy loamSoil Surface Texture:
MecklenburgSoil Component Name:
Soil Map ID: 7
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4461604.2s Page A-12
Min: 4.5
Max: 6.5
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-Claysandy clay loam 5 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:
HighCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
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 clay loamSoil Surface Texture:
CecilSoil Component Name:
Soil Map ID: 9
Max: Min:
Min:
Max: Not reportedNot reportedvariable 5 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:
Not ReportedCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY®
TC4461604.2s Page A-13
Min: 5.6
Max: 7.3
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-Claysandy clay 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)

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
HighCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
Well drainedSoil Drainage Class:
movement of water, or soils with moderately fine or fine textures.
Class C - Slow infiltration rates. Soils with layers impeding downwardHydrologic Group:
sandy clay loamSoil Surface Texture:
MecklenburgSoil Component Name:
Soil Map ID: 10
4.5
Max: 6 Min:
Min: 4
Max: 14
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam61 inches48 inches 3
Min: 4.5
Max: 5.5
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay48 inches 5 inches 2
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®
TC4461604.2s Page A-14

> 46 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
HighCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
Moderately well drainedSoil Drainage Class:
drained and classified.
Class C/D - Drained/undrained hydrology class of soils that can beHydrologic Group:
fine sandy loamSoil Surface Texture:
IredellSoil Component Name:
Soil Map ID: 11
Min: 5.6
Max: 7.3
Min: 1.4
Max: 14
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam70 inches37 inches 4
Min: 5.6
Max: 7.3
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-Clay37 inches33 inches 3
Min: 5.6
Max: 7.3
Min: 0.42
Max: 1.4
silt.
more), Elastic
limit 50% or
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clay33 inches 7 inches 2
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®
TC4461604.2s Page A-15

> 0 inchesDepth to Watertable Min:
> 0 inchesDepth to Bedrock Min:
HighCorrosion Potential - Uncoated Steel:
Hydric Status: Not hydric
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 clay loamSoil Surface Texture:
CecilSoil Component Name:
Soil Map ID: 12
Min: 6.6
Max: 8.4
Min: 1.4
Max: 14
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam64 inches27 inches 4
Min: 6.1
Max: 7.8
Min: 0.42
Max: 1.4
50%), Lean Clay
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay loam27 inches24 inches 3
Min: 5.6
Max: 7.3
Min: 0.42
Max: 1.4
more), Fat Clay.
limit 50% or
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay24 inches 5 inches 2
Min: 5.1
Max: 7.3
Min: 14
Max: 42
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayfine sandy loam 5 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®
TC4461604.2s Page A-16
No Wells Found
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
4.5
Max: 6 Min:
Min: 4
Max: 14
Silty Sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Clayey sand.
Sands with fines,
SOILS, Sands,
COARSE-GRAINED
Soils.
200), Silty
passing No.
than 35 pct.
Materials (more
Silt-Clayloam61 inches48 inches 3
Min: 4.5
Max: 5.5
Min: 4
Max: 14
50%), silt.
limit less than
Clays (liquid
SOILS, Silts and
FINE-GRAINED
Soils.
200), Clayey
passing No.
than 35 pct.
Materials (more
Silt-Clayclay48 inches 5 inches 2
Min: 4.5
Max: 6.5
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-Claysandy clay loam 5 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®
TC4461604.2s Page A-17
Plants NC50007516
Plants NC50003600
_________ ___
Class ID
NORTH CAROLINA NATURAL HERITAGE ELEMENT OCCURRENCES
OTHER STATE DATABASE INFORMATION
1/2 - 1 Mile SSWNC2000000001570 B7
1/2 - 1 Mile SSWNC2000000001574 B6
1/2 - 1 Mile SWNC2000000001592 5
1/2 - 1 Mile SWNC2000000001593 A4
1/2 - 1 Mile SWNC2000000001597 A3
1/2 - 1 Mile SWNC2000000001598 A2
STATE DATABASE WELL INFORMATION
LOCATION
FROM TPWELL IDMAP ID
Note: PWS System location is not always the same as well location.
1/4 - 1/2 Mile SSWNC0160156 1
FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION
LOCATION
FROM TPWELL IDMAP ID
®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.
00 60
560 6006
0
000
560 6
0
0
5
6
0
5 6 0600
5
6
0
6
0
0
560
6
0
0 600
6 40560
5
60
640
0 600 640640
560560
5 60
560560 60
0
640560
5
6
0
6 40640
5606
4
0 5606
40 5 60
6
4
0
6
4
0640
6 40
6
4
0
5 6 0
5 6 0
680
600
6
00
680
560
5605
6
0
6 00
6
0
0
6 40
6
4
0
6 4 0640640560
6 40 5
2
0
5 20
56 0
6
0
0
600
600
6 40640
640
6
4
0
64 0
6
00
640 6 40
60 0
6 0 0
6 0 0
6 0 0
600
00
6 0 0
6 0 0
6 00
600
6 00
6 0 0
6
0
0
6 0 0
6 40
5 60
6
4
0
6 4 0
6 0 0
6
0
0
6 0
5 60
560
5 60
5
6
0
5 60
5 6 0
6
0
5
6
0
6 0 0
6 40
6 40
6 0 0
5
6
0
640600
6 00
600 6 0 0
5 2 0
5 2 0
560
5 60 5 60
5 60
5
6
0560
520
5 6 0 560
560
5
6
0
5
60
5
60
5
6
0
560
520 6 00
6 00
5 20
6
0
0
6 00
600
640
560
56 0
5 6 0
5
6
0
5 60
5 6 0
5
6
0
5 6 0
5 6 0
5
6
0
560
5
6
0
5 6 0
5 6 0
5 6 0
5 60
680
60
6 00
6 0 0
600
6 0 0
600
6 40 600
6
4
0
6 4
0
6 40 6 80
6 806
0
0
6 80680
6 40
6
4
0
6 80640
640
6 4 0
6
4
0
640
640
640
640
640
640
6
4
0
68 0 6 80
6 40
6 40
6
4
0
6
8
0 68
0640
6
4
0
6 8 0
6
80
6 40 6 4 0680
6 80 6 80680
6
4
0
6
4
0
6 80
6
468080
680
6 80
6 8
NC
TC4461604.2s Page A-19
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:985Violation id:
Enforcement Information:
Not ReportedZipserv:NCStateserv:
MecklenburgCntyserv:CHARLOTTECityserv:
704-319-0519Phone:28224Zip:
NCState:CHARLOTTECity:
Not ReportedAdd2:
PO BOX 240908Add1:
3264Popserved:
GWPrimsrccd:CWSPwstypcd:
LAMPLIGHTER SOUTH-DANBYName:
Location Information:
hypochlorination, postTreatment process:disinfectionTreatment obj:
AActivity code:Treatment_plantFacility type:
TREATMENT_PLT_BRIDLESTONEFacname:
67776Facid:
ion exchangeTreatment process:softening (hardness removal)Treatment obj:
hypochlorination, postTreatment process:disinfectionTreatment obj:
inhibitor, polyphosphateTreatment process:corrosion controlTreatment obj:
AActivity code:Treatment_plantFacility type:
TREATMENT_PLT_WELLS 5 & 6Facname:
5474Facid:
ion exchangeTreatment process:softening (hardness removal)Treatment obj:
gaseous chlorination, postTreatment process:disinfectionTreatment obj:
inhibitor, polyphosphateTreatment process:corrosion controlTreatment obj:
AActivity code:Treatment_plantFacility type:
TREATMENT_PLT_WELLS 1-4Facname:
5473Facid:
AActivity code:
28224Contact zip:NCContact state:
CHARLOTTEContact city:Not ReportedContact address2:
PO BOX 240908Contact address1:704-319-0519Contact phone:
ROLLINS, MARYContactor gname:
ROLLINS, MARYContact:
PrivateOwner:CWSPws type:
GroundwaterSource:1285Pwssvcconn:
3264Pop srvd:ActiveStatus:
37119Fips county:Not ReportedZip served:
NCState served:Not ReportedCity served:
LAMPLIGHTER SOUTH-DANBYPwsname:
NC0160156Pwsid:
NCState:04Epa region:
1
SSW
1/4 - 1/2 Mile
Higher
NC0160156FRDS PWS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4461604.2s Page A-20
80 52 30.0000Facility Longitude:35 3 2.0000Facility Latitude:
CHARLOTTE, NC 28224
PO BOX 240705
CAROLINA WATER SERVICES
System Owner/Responsible PartyAddressee / Facility:
CHARLOTTE, NC 28224
PO BOX 240705
CARL DANIEL OR MGR
System Owner/Responsible PartyAddressee / Facility:
CHARLOTTE, NC 28134
LAMPLIGHTER SOUTH-DANBYPWS Name:
Not ReportedDate Deactivated:Not ReportedDate Initiated:
NC0160156PWS ID:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:1185Violation id:
Enforcement Information:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:1285Violation id:
Enforcement Information:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:1385Violation id:
Enforcement Information:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:1495Violation id:
Enforcement Information:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:485Violation id:
Enforcement Information:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:585Violation id:
Enforcement Information:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:785Violation id:
Enforcement Information:
ResolvingEnf act cat:St Compliance achievedEnf act detail:
11/16/2006Enf act date:2007Enf fy:
SOrig cd:885Violation id:
Enforcement Information:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4461604.2s Page A-21
NC2000000001598Site id:
CAROLINA WATER SERVICE INCOwner name:
Not ReportedWell dep 1:
0Well depth:
AAvailavili:
-80.879582Longitude :
35.053932Latitude m:
W01Facility a:
WELL #1Facility n:
GWWater type:
GWPrimary so:
CHARLOTTECity:
MECKLENBURGCounty:
CPws type:
LAMPLIGHTER SOUTH-DANBYSystem nam:
NC0160156Pwsidentif:
A2
SW
1/2 - 1 Mile
Lower
NC2000000001598NC WELLS
State Public Notif ReceivedEnf. Action:1995-12-12Enforcement Date:
9543491Violation ID:
1994-01-01 - 1994-12-31Compliance Period:
NITRATEContaminant:
Monitoring, RegularViolation Type:
LAMPLIGHTER SOUTH-DANBYSystem Name:
State Public Notif RequestedEnf. Action:1995-09-15Enforcement Date:
9543491Violation ID:
1994-01-01 - 1994-12-31Compliance Period:
NITRATEContaminant:
Monitoring, RegularViolation Type:
LAMPLIGHTER SOUTH-DANBYSystem Name:
State Formal NOV IssuedEnf. Action:1995-09-15Enforcement Date:
9543491Violation ID:
1994-01-01 - 1994-12-31Compliance Period:
NITRATEContaminant:
Monitoring, RegularViolation Type:
LAMPLIGHTER SOUTH-DANBYSystem Name:
ENFORCEMENT INFORMATION:
Violations information not reported.
2047Population:TreatedTreatment Class:
CHARLOTTECity Served:
80 52 30.0000Facility Longitude:35 3 10.0000Facility Latitude:
80 52 30.0000Facility Longitude:35 3 5.0000Facility Latitude:
80 52 50.0000Facility Longitude:35 2 51.0000Facility Latitude:
80 52 50.0000Facility Longitude:35 2 50.0000Facility Latitude:
80 52 30.0000Facility Longitude:35 3 3.0000Facility Latitude:
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4461604.2s Page A-22
35.052857Latitude m:
W04Facility a:
WELL #4Facility n:
GWWater type:
GWPrimary so:
CHARLOTTECity:
MECKLENBURGCounty:
CPws type:
LAMPLIGHTER SOUTH-DANBYSystem nam:
NC0160156Pwsidentif:
5
SW
1/2 - 1 Mile
Lower
NC2000000001592NC WELLS
NC2000000001593Site id:
CAROLINA WATER SERVICE INCOwner name:
FTWell dep 1:
800Well depth:
AAvailavili:
-80.880165Longitude :
35.053018Latitude m:
W03Facility a:
WELL #3Facility n:
GWWater type:
GWPrimary so:
CHARLOTTECity:
MECKLENBURGCounty:
CPws type:
LAMPLIGHTER SOUTH-DANBYSystem nam:
NC0160156Pwsidentif:
A4
SW
1/2 - 1 Mile
Lower
NC2000000001593NC WELLS
NC2000000001597Site id:
CAROLINA WATER SERVICE INCOwner name:
Not ReportedWell dep 1:
0Well depth:
AAvailavili:
-80.879977Longitude :
35.053759Latitude m:
W02Facility a:
WELL #2Facility n:
GWWater type:
GWPrimary so:
CHARLOTTECity:
MECKLENBURGCounty:
CPws type:
LAMPLIGHTER SOUTH-DANBYSystem nam:
NC0160156Pwsidentif:
A3
SW
1/2 - 1 Mile
Lower
NC2000000001597NC WELLS
Map ID
Direction
Distance
Elevation EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4461604.2s Page A-23
Date: 05/28/1997
Depth to rock - average: 23
Depth to rock - deepest: Not Reported
Depth to rock - shallowest: Not Reported
Average Water Table Depth: Not Reported
Deepest Water Table Depth: 14.92
Shallowest Water Table Depth: 11.36
Groundwater Flow: Not Reported
Site ID: 171228
NNW
1/2 - 1 Mile
Higher
40956AQUIFLOW
NC2000000001570Site id:
CAROLINA WATER SERVICE INCOwner name:
Not ReportedWell dep 1:
0Well depth:
AAvailavili:
-80.877319Longitude :
35.047181Latitude m:
W05Facility a:
WELL #5Facility n:
GWWater type:
GWPrimary so:
CHARLOTTECity:
MECKLENBURGCounty:
CPws type:
LAMPLIGHTER SOUTH-DANBYSystem nam:
NC0160156Pwsidentif:
B7
SSW
1/2 - 1 Mile
Higher
NC2000000001570NC WELLS
NC2000000001574Site id:
CAROLINA WATER SERVICE INCOwner name:
Not ReportedWell dep 1:
0Well depth:
AAvailavili:
-80.877404Longitude :
35.047978Latitude m:
W06Facility a:
WELL #6Facility n:
GWWater type:
GWPrimary so:
CHARLOTTECity:
MECKLENBURGCounty:
CPws type:
LAMPLIGHTER SOUTH-DANBYSystem nam:
NC0160156Pwsidentif:
B6
SSW
1/2 - 1 Mile
Lower
NC2000000001574NC WELLS
NC2000000001592Site id:
CAROLINA WATER SERVICE INCOwner name:
Not ReportedWell dep 1:
0Well depth:
AAvailavili:
-80.88074Longitude :
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4461604.2s Page A-24
ExtantOccurrence Status:
PlantsClassification by Type:
522278GIS ID:
NC50007516NC_NHEO
ExtantOccurrence Status:
PlantsClassification by Type:
472278GIS ID:
NC50003600NC_NHEO
Map ID
DirectionDistance EDR ID NumberDatabase
®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS®
TC4461604.2s Page A-25
0%0%100%1.278 pCi/LBasement
0%0%100%0.900 pCi/LLiving Area - 2nd Floor
0%0%100%0.569 pCi/LLiving Area - 1st Floor
% >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea
Number of sites tested: 46
Federal Area Radon Information for MECKLENBURG COUNTY, NC
: 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 MECKLENBURG County: 3
2.71.11.804
__________________________________
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.
Current USGS 7.5 Minute Topographic Map
Source: U.S. Geological Survey
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: Wetland Inventory
Source: US Fish & Wildlife Service
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.
TC4461604.2s 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.
TC4461604.2s 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.
TC4461604.2s Page PSGR-3
PHYSICAL SETTING SOURCE RECORDS SEARCHED
The EDR Aerial Photo Decade Package
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
Inquiry Number: 4461604.9
November 09, 2015
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 2015 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 November 09, 2015
Target Property:
13471 Lancaster Highway
Charlotte, NC 28277
Year Scale Details Source
1938 Aerial Photograph. Scale: 1"=500'Flight Date: April 05, 1938 USGS
1943 Aerial Photograph. Scale: 1"=500'Flight Date: January 01, 1943 FirstSearch
1951 Aerial Photograph. Scale: 1"=500'Flight Date: February 12, 1951 USGS
1956 Aerial Photograph. Scale: 1"=500'Flight Date: March 31, 1956 USGS
1965 Aerial Photograph. Scale: 1"=500'Flight Date: February 22, 1965 EDR
1968 Aerial Photograph. Scale: 1"=500'Flight Date: February 25, 1968 USDA
1973 Aerial Photograph. Scale: 1"=500'Flight Date: November 30, 1973 NCHC
1983 Aerial Photograph. Scale: 1"=500'Flight Date: March 03, 1983 USGS
1988 Aerial Photograph. Scale: 1"=500'Flight Date: October 12, 1988 USDA
1993 Aerial Photograph. Scale: 1"=500'Flight Date: January 28, 1993 USGS
1994 Aerial Photograph. Scale: 1"=500'DOQQ - acquisition dates: February 04, 1994 USGS/DOQQ
1996 Aerial Photograph. Scale: 1"=500'Flight Date: April 25, 1996 USGS
2005 Aerial Photograph. Scale: 1"=500'Flight Year: 2005 USDA/NAIP
2006 Aerial Photograph. Scale: 1"=500'Flight Year: 2006 USDA/NAIP
2008 Aerial Photograph. Scale: 1"=500'Flight Year: 2008 USDA/NAIP
2009 Aerial Photograph. Scale: 1"=500'Flight Year: 2009 USDA/NAIP
2010 Aerial Photograph. Scale: 1"=500'Flight Year: 2010 USDA/NAIP
2011 Aerial Photograph. Scale: 1"=500'Flight Year: 2011 USDA/NAIP
2012 Aerial Photograph. Scale: 1"=500'Flight Year: 2012 USDA/NAIP
4461604.9
2
INQUIRY #:
YEAR:
4461604.9
1938
= 500'
INQUIRY #:
YEAR:
4461604.9
1943
= 500'
INQUIRY #:
YEAR:
4461604.9
1951
= 500'
INQUIRY #:
YEAR:
4461604.9
1956
= 500'
INQUIRY #:
YEAR:
4461604.9
1965
= 500'
INQUIRY #:
YEAR:
4461604.9
1968
= 500'
INQUIRY #:
YEAR:
4461604.9
1973
= 500'
INQUIRY #:
YEAR:
4461604.9
1983
= 500'
INQUIRY #:
YEAR:
4461604.9
1988
= 500'
INQUIRY #:
YEAR:
4461604.9
1993
= 500'
INQUIRY #:
YEAR:
4461604.9
1994
= 500'
INQUIRY #:
YEAR:
4461604.9
1996
= 500'
INQUIRY #:
YEAR:
4461604.9
2005
= 500'
INQUIRY #:
YEAR:
4461604.9
2006
= 500'
INQUIRY #:
YEAR:
4461604.9
2008
= 500'
INQUIRY #:
YEAR:
4461604.9
2009
= 500'
INQUIRY #:
YEAR:
4461604.9
2010
= 500'
INQUIRY #:
YEAR:
4461604.9
2011
= 500'
INQUIRY #:
YEAR:
4461604.9
2012
= 500'
EDR Historical Topo Map Report
Inquiry Number:
6 Armstrong Road, 4th floor
Shelton, CT 06484
Toll Free: 800.352.0050 www.edrnet.com
with QuadMatch™
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
November 09, 2015
4461604.4
Site Name:Client Name:
Contact:EDR Inquiry #
EDR Historical Topo Map Report
Search Results:
Site Name:
Address:
City,State,Zip:
P.O.#
Project:
Maps Provided:
Disclaimer - Copyright and Trademark Notice
EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein arethe property of their respective owners.
page
-
Coordinates:
Latitude:
Longitude:
UTM Zone:
UTM X Meters:
UTM Y Meters:
Elevation:
2013, 2014
1988
1980
1968
1907
1905
11/09/15
Springfield Switch Station
13471 Lancaster Highway
S&ME
301 Zima Park Drive
Charlotte, NC 28277
4461604.4
Spartanburg, SC 29301
Bill Kea
EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by
S&ME were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in
evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a
search of a collection of public and private color historical topographic maps, dating back to the late 1800s.
Springfield Switch Station 35.0592 35° 3' 33" North
13471 Lancaster Highway -80.8713 -80° 52' 17" West
Charlotte, NC 28277 Zone 17 North
NA 511735.63
4226-15-161 3879615.72
594.48' above sea level
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 2015 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.
4461604 4 2
page
Topo Sheet Thumbnails
This EDR Topo Map Report is based upon the following USGS topographic map sheets.
-
2013, 2014 Source Sheets
Weddington
2013
7.5-minute, 24000
Fort Mill
2014
7.5-minute, 24000
1988 Source Sheets
Weddington
1988
7.5-minute, 24000
Photo Revised 1988
Aerial Photo Revised 1984
1980 Source Sheets
Weddington
1980
7.5-minute, 24000
Photo Revised 1980
Aerial Photo Revised 1976
Fort Mill
1980
7.5-minute, 24000
Photo Revised 1980
Aerial Photo Revised 1976
1968 Source Sheets
Weddington
1968
7.5-minute, 24000
Aerial Photo Revised 1965
Fort Mill
1968
7.5-minute, 24000
Aerial Photo Revised 1965
4461604 4 3
page
Topo Sheet Thumbnails
This EDR Topo Map Report is based upon the following USGS topographic map sheets.
-
1907 Source Sheets
Charlotte
1907
15-minute, 62500
1905 Source Sheets
Charlotte
1905
15-minute, 48000
4461604 4 4
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
EW
SW S SE
NW N NE TP, Weddington, 2013, 7.5-minute
W, Fort Mill, 2014, 7.5-minute
2013, 2014
Miles 0.25 0.5 1 1.5
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
S&ME
4461604 4 5
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
EW
SW S SE
NW N NE TP, Weddington, 1988, 7.5-minute
1988
Miles 0.25 0.5 1 1.5
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
S&ME
4461604 4 6
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
EW
SW S SE
NW N NE TP, Weddington, 1980, 7.5-minute
W, Fort Mill, 1980, 7.5-minute
1980
Miles 0.25 0.5 1 1.5
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
S&ME
4461604 4 7
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
EW
SW S SE
NW N NE TP, Weddington, 1968, 7.5-minute
W, Fort Mill, 1968, 7.5-minute
1968
Miles 0.25 0.5 1 1.5
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
S&ME
4461604 4 8
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
EW
SW S SE
NW N NE TP, Charlotte, 1907, 15-minute
1907
Miles 0.25 0.5 1 1.5
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
S&ME
4461604 4 9
Historical Topo Map
page
SITE NAME:
ADDRESS:
CLIENT:
This report includes information from the
following map sheet(s).
-
EW
SW S SE
NW N NE TP, Charlotte, 1905, 15-minute
1905
Miles 0.25 0.5 1 1.5
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
S&ME
4461604 4 10
Certified Sanborn® Map Report
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
Inquiry Number: 4461604.3
November 09, 2015
Certified Sanborn® Map Report 11/09/15
Site Name:
Springfield Switch Station
13471 Lancaster Highway
Charlotte, NC 28277
Client Name:
S&ME
301 Zima Park Drive
Spartanburg, SC 29301
Contact:Bill KeaEDR Inquiry #4461604.3
The Sanborn Library has been searched by EDR and maps covering the target property location as provided by S&ME
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:Springfield Switch Station
Address:13471 Lancaster Highway
City, State, Zip:Charlotte, NC 28277
Cross Street:
P.O. #NA
Project:4226-15-161
Certification #0544-4DF1-BEC6
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 # 0544-4DF1-BEC6
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
S&ME (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 2015 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.
4461604 - 3 page 2

– Proposal

S&ME, Inc. 301 Zima Park Road | Spartanburg, SC 29301 | p 864.574.2360 | f 864.576.8730 | www.smeinc.com

November 5, 2015
Duke Energy
526 South Church Street
Mail Code EC13K
Charlotte, North Carolina 28202
Attention: Mr. Chris Gilbert
[e-mail]

Reference: Proposal for Phase I Environmental Site Assessment
Springfield Switching Station Site
13741 Lancaster Highway
Charlotte, North Carolina
S&ME Proposal No. 42-1501262
Dear Chris:
S&ME, Inc. (S&ME) appreciates the opportunity to provide this proposal to perform a Phase I
Environmental Site Assessment (ESA) for the referenced property. The Phase I ESA will be performed to
identify environmental concerns and due diligence requirements prior to the planned property
transaction. This proposal provides our understanding of the project and outlines our proposed scope of
services, schedule, and costs.
Project Information
This proposal was prepared per an email request from you to Bill Kea of S&ME on November 5, 2015 with
attached documents. We understand the subject property is an approximate seven-acre portion of
Mecklenburg County parcel ID 22364401. The site includes the proposed switching station site (six acres)
and access easement (0.94 acres). A Request for an Environmental Property Assessment, a survey, a
topographic site plan and a title policy were provided. The proposed switching station area is partially
wooded and is undeveloped. The access easement follows a portion of an existing drive. Monitoring
wells were observed on the subject property and the property may be part of an old landfill. The owner is
listed as The Park Ministries, Inc.
Scope of Services
Our approach to performing a Phase I ESA includes a review of the public record, interviews with
appropriate personnel and local agencies, a site reconnaissance, and preparation of a written report
containing findings, opinions and conclusions.
The most widely used guide for performing Phase I ESAs is the standard developed by the American
Society for Testing and Materials (ASTM) Standard Practice for Environmental Site Assessments: Phase I
Environmental Site Assessment. The ASTM E1527-13 Standard has been published to satisfy the
Proposal for Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Proposal No. 42-1501262

November 5, 2015 2
requirements of All Appropriate Inquiries (AAI) per 40 CFR Part 312 to permit the User to qualify for
certain Landowner Liability Protections (LLPs).
ASTM E1527-13 is the standard that will be used for the proposed project. If a variation to ASTM E1527-
13 must be used, such as that specified by a lender, please provide us with a copy of that procedure prior
to authorizing us to proceed. Use of an alternate procedure may require a change to the scope and fee
as presented in this proposal.
Four primary tasks are involved in a Phase I ESA as outlined by ASTM E1527-13: 1) review of the public
record; 2) interviews; 3) a site reconnaissance; and 4) preparation of a written report.
Task I – Review of the Public Record
A review of reasonably ascertainable and practically reviewable public records for the subject property
and identified properties of concern the immediate vicinity will be conducted to characterize
environmental features of the subject property and to identify past and present land use activities, on or
in the vicinity of the subject property, which may indicate a potential for recognized environmental
conditions. The review of the public record will include:
1. Examination of public records made available to us by regulatory personnel regarding past,
present, and pending enforcement actions and investigations at the subject property and within
the immediate vicinity.
2. Examination of one or more of the following resources: aerial photographs, fire insurance maps,
street directories and topographic maps of the site and vicinity for evidence suggesting past uses
that might have involved hazardous substances or petroleum products.
Task II – Interviews
Interviews with appropriate local officials will be conducted to consider any local knowledge of hazardous
substances or petroleum products on the subject property or on adjacent properties. In addition, a
representative of the current property owner will be interviewed (with your permission) regarding his or
her knowledge of any hazardous substances or petroleum products on the subject property or on
adjacent properties. Please provide us with contact information for the property owner including their
telephone number.
Task III – Site Reconnaissance
A site reconnaissance will be performed to identify visual signs of past or existing contamination on or
adjacent to the site, and to evaluate evidence found in the review of public record that might be indicative
of activities resulting in hazardous substances or petroleum products being used or deposited on the site.
The site reconnaissance will include the following activities:
1. A visual reconnaissance of the site and adjacent properties will be performed to observe signs of
spills, stressed vegetation, buried waste, underground or above ground storage tanks, subsidence,
transformers, or unusual soil discoloration which may indicate the possible presence of
contaminants on the properties.
2. The periphery of the subject property will be viewed and a walk-through of accessible areas of the
site interior, including any on-site structures, will be conducted.
Proposal for Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Proposal No. 42-1501262

November 5, 2015 3
3. Areas of the subject property will be photographed to document the current use(s) of the subject
property as well as significant conditions such as unusually discolored soil, stressed vegetation, or
other significant features associated with the property.
Task IV – Written Report
Upon completion of the public record review, interviews and site reconnaissance, S&ME will provide a
written report documenting findings, opinions, and conclusions. We will produce an electronic copy of
the report in PDF format.
Our conclusions will be presented in terms of the presence or absence of recognized environmental
conditions as defined in ASTM Standard Practice E 1527-13. However, a conclusion of “no evidence of
recognized environmental conditions” should not be interpreted as a guarantee or warranty that the
property is “clean” or free of all contaminants. Environmental conditions may exist on the property that
may not be identified through the scope of ASTM E 1527-13.
Excluded Services
Unless specifically authorized as an addition to the Phase I ESA work scope, the assessment will not
include sampling of materials such as soil, water or air, nor any assessment of environmental aspects to
include, but not limited to, wetlands, asbestos-containing materials, lead-based paint, lead in drinking
water, regulatory compliance, cultural/historic risks, industrial hygiene, health/safety, ecological resources,
endangered species, indoor air quality (including vapor intrusion into existing buildings), radon or high
voltage power lines, as outlined in Section 13 of ASTM E1527-13.
Limitations and Exceptions
This proposal is solely intended for the Basic Services as described in the Scope of Services. The Scope of
Services may not be modified or amended, unless the changes are first agreed to in writing by the Client
and S&ME. Use of this proposal and corresponding final report is limited to above-referenced project and
client. No other use is authorized by S&ME, Inc.
As indicated in ASTM E1527-13, the practice is intended to constitute all appropriate inquiries to permit
the User to satisfy one requirement to qualify for Landowner Liability Protections including the innocent
landowner, contiguous property owner, or bona fide prospective purchaser limitations on CERCLA liability
in an approach that is both commercially prudent and reasonable. As such, the ASTM standard practice
seeks to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental
conditions in connection with the property. Further, appropriate inquiry does not imply an exhaustive
assessment of real property, but instead calls for the environmental professional to identify a balance
between competing demands of limited cost and time and the reduction of uncertainty about unknown
conditions.
Materials and information used for this project will be obtained by S&ME from "reasonably ascertainable"
and "practically reviewable" sources in compliance with our understanding of the standards set forth by
ASTM E 1527-13. The review of public records will be limited to information available to us at the time
this report is prepared. Interviews with knowledgeable people and local and state government authorities
shall be limited to those people whom we were able to contact during the preparation of this report. We
Proposal for Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Proposal No. 42-1501262

November 5, 2015 4
presume information obtained from the public records and from interviews is reliable. However, S&ME
cannot warrant or guarantee that the information provided is complete or accurate. In the event
responses requested from public agencies are provided to us following the submittal of our report, they
will be forwarded to the client in the form received for evaluation by the client.
The scope of service, conclusions, and recommendations are limited by the testing methods and
equipment used and based on applicable standards of normal practice in the geographic area at the time
this work is performed. No other warranty, expressed or implied, is made.
According to standards set forth by ASTM 1527-13, components of the Phase I ESA will expire 180 days
from the date of completion of that component and may therefore require updating if the date of
property acquisition exceeds this time period.
Client Responsibilities
To allow S&ME to properly complete the Phase I ESA, the client must provide the following as specific
items are required for inclusion in the final report:
Signed Agreement for Services (attached Form AS-071);
Provide any alternate procedures required outside of the standard ASTM E1527-13 (additions
may require a change to the fee quoted in this proposal);
Access to the property and escort if required by S&ME, Inc.;
Environmental Lien Information and Chain of Title (if available);
Current owner/site manager contact information and access to the site and building(s), if present;
Any existing information relative to recognized environmental conditions, including previous
reports; and
Complete and return the attached one-page User Questionnaire and User Furnished Information
sheet.
Please note that failure of the client to provide the above listed information may be listed in the report as
a data gap.
Schedule
We will initiate the services upon receipt of your written authorization. We are prepared to submit the
report within three to four weeks following your authorization to proceed. This schedule is dependent
upon completion of the client responsibilities listed below. Please note that our ability to complete the
Phase I ESA services involved in the review of the public record within the project schedule often depends
on the availability of certain maps, records, etc. that we may want to review or personnel whom we would
want to interview. If we experience difficulties in this regard, we will inform you at the earliest possible
time and obtain your concurrence on extending the evaluation time period, or terminating that aspect of
the evaluation and preparing our report without the benefit of that information. ASTM E1527-13 states
that information is reasonably ascertainable if it can be provided for review within 20 calendar days of the
request.

Proposal for Phase I Environmental Site Assessment
Springfield Switching Station Site
Charlotte, North Carolina
S&ME Proposal No. 42-1501262

November 5, 2015 5
Based on experience with regulatory file review, some environmental records information that may be
pertinent to the identification of recognized environmental conditions may not be available for review
until after the Phase I ESA report has been requested by the client. If preliminary information indicates
that the outstanding information may be relevant to the identification of a recognized environmental
condition, we will communicate these concerns to the client and obtain concurrence on the extension of
the report delivery. Failure to extend the delivery of the report may result in the lack of information being
declared a “data gap” per the ASTM standard. If no extension to the report delivery is possible and the
review of the forthcoming information changes the opinion of the environmental professional conducting
the ESA, an addendum to the report, including the additional information and change of opinion, may be
provided.
Fee
This Phase I ESA will be completed before your December 11, 2015 due date for a lump sum fee of
$2,800. This fee will include a review of environmental records for the adjoining landfill that are available
through the NCDENR Cara3 website. It will not include visits to NCDENR offices to review paper files. We
will not perform any additional work without your prior authorization.
Authorization
We will complete our services in accordance with the terms, conditions, and rates of the Technical and
Professional Services documents between Duke Energy and S&ME established through Power Advocate
Event 22579. If you elect to accept our proposal by issuing a purchase order, then please reference this
proposal number and date. Your purchase order will be authorization to proceed with the performance of
our services. The terms and conditions included in any purchase order shall not apply, as our agreement
is for services that are not compatible with purchase order agreements. This proposal is transmitted to
you via email. If you choose to accept this proposal by email, your reply acceptance will serve as your
representation to S&ME that you have reviewed the proposal and Professional Services Agreement and
hereby accept both as written.
Closing
S&ME appreciates the opportunity to submit this proposal and provide you with our environmental
services. Should you have any questions, please feel free to contact us at 864.574.2360.
Sincerely,
S&ME, Inc.

William C. Kea John Whitehead, P.G.
Environmental Scientist Senior Geologist
[e-mail] [e-mail]

– Resumes

Project Role
Environmental Professional

Company
S&ME, Inc.-Spartanburg, SC

Education
BS, Economic Biology, 1975
Clemson University
MS, Entomology, 1977
Clemson University

Years of Experience
Joined S&ME in 1992 with 16
years of experience

Certifications
Licensed Asbestos Inspector
in S.C.

WILLIAM C. KEA
ENVIRONMENTAL STAFF PROFESSIONAL
Mr. Kea works for S&ME’s Spartanburg Office as an Environmental
Staff Professional. He is skilled in the following disciplines: Phase I
by ASTM E 1527, Transaction Screen by ASTM E 1528, Phase II
Services (Follow up to Phase I); Asbestos Inspection; NEPA
Assessments.

KEY PROJECTS AND ASSIGNMENTS
Has performed Phase I Environmental Site Assessments (ESA) on
over 800 sites including the following key projects:

• Cooperated with the preparation of 26 separate Phase I ESAs
in Graniteville, SC on textile company land

• Phase I ESA on numerous textile mills in upstate SC

• 2500-Acre Tract in Chester, SC

• Phase I ESAs on three TNS textile mills within a short time
frame

• Phase I ESA on 2300-Acre Dodgen Ridge Property

• Phase I ESA on 2300-Acre Tract in Joanna, SC

• Phase I ESA on Wal-Mart site in Beckley, West Virginia that
was found to be over a coal mine

• Twelve sites of the Duke Water System in Rutherford
County within a limited time frame

• Phase I ESAs on numerous Wal-Mart sites in SC, NC, KY
and MD

Performed asbestos and lead-based paint evaluations on structures
during Phase I ESAs and as stand-alone projects.
WILLIAM C. KEA
ENVIRONMENTAL STAFF PROFESSIONAL
PAGE 2
CONTINUING EDUCATION

ASTM Phase I Training and periodic refreshers
ASTM Phase II Training
Annual Asbestos Inspector Refresher Courses EPA Regulations – Greenville Technical College 40 Hour OSHA Hazardous Waste Site Training and Annual Refresher Course
NATHAN D. WILLIAMS, PG
GEOLOGIST
Mr. Williams is a Senior Geologist for S&ME's Spartanburg South
Carolina Office. He is skilled in the following disciplines:Solid
Waste Management Services – Hydrogeologic Design and
Permitting, Soil and Groundwater Monitoring and Assessment;
RCRA / CERCLA (Federal Services / Corrective Measure Studies) –
RCRA / CERCLA – Soil and Groundwater Assessment, RCRA /
CERCLA – Feasibility Studies / Corrective Measure Studies;UST
Services – UST Removal/Closure Report, UST Soil and
Groundwater Assessment;Phase I Services - Phase I by ASTM E
1527, Transaction Screen E 1528, Phase I (other than ASTM);
Project Management, Hydrogeologic and Groundwater Quality
Assessments, Hydrogeologic Characterization, State UST Trust
Fund Assistance, Environmental Real Estate Assessments.
KEY PROJECTS AND ASSIGNMENTS
Municipal Solid Waste Landfills (1995-present)
Spartanburg County, SC
Project Manager for hydrogeological assessments of closed
municipal solid waste landfills in South Carolina. The sites were
evaluated for source characterization (landfill gas vs. leachate),
horizontal and vertical extent of groundwater impact as well as
impact upon surface water resources. Particular attention was given
to evaluation of preferential migration routes in bedrock. Work
included shallow and deep monitoring well installation, performance
of direct push sampling points, performance of surficial geophysical
surveys and fracture trace analysis, and soil vapor sampling and
analysis.
Petroleum UST Release Sites (1989-present)
South Carolina
Project Manager for several petroleum UST sites in South Carolina.
Work included hydrogeologic assessments that involved installation
of shallow and deep monitoring wells, determination of aquifer
characteristics and delineation of full extent of contaminant plumes.
Additional work included analytical fate and transport modeling to
evaluate future health and human impact.
Phase I Environmental Site Assessments (1989-2007)
South Carolina and North Carolina
Project Manager for real estate transactions/environmental
evaluations of numerous commercial and some industrial sites.
Projects included data review, site reconnaissance, monitoring well
installation and report preparation.
Project Role
Senior Geologist
Company
S&ME, Inc.-
Spartanburg, SC
Education
BS, Geology, 1985
University of South
Carolina
Years of Experience
Joined S&ME in 1989
with 3 years of
experience
Professional
Registrations
PG, SC, 1992, #968
Certified Well Driller,
SC #1663B, S&ME
Senior Reviewer 2010
Professional
Memberships
National Ground Water
Association
NATHAN D. WILLIAMS, PG
GEOLOGIST
PAGE 2
Former Manufactured Gas Plants (2003-2005)
South Carolina and North Carolina
Project Manager for hydrogeological evaluations of former
manufactured gas plants in South Carolina and North Carolina. The
site was evaluated for soil and groundwater quality and
hydrogeological characteristics. Work included direct push borings,
installation of shallow and deep monitoring wells, slug permeability
testing, product typing, and report preparation.
Scrap Metal Facility (1998-2000)
Greenville, SC
Project Manager for soil assessment of scrap metal facility in South
Carolina. Work included horizontal and vertical delineation of PCBs
and metals for evaluation of TSCA and risk-based corrective action.
Petroleum UST Closure Sites (1989-2000)
South Carolina
Project Manager for numerous UST closures in South Carolina.
Work included sampling of soils in accordance with applicable
regulatory agencies. Additional work included off-site incineration
and proper disposal of petroleum tainted soils.
Golf Ball Manufacturer (1996-1998)
Oconee County, SC
Project Manager for hydrogeological assessment of golf ball
manufacturing facility. Work included horizontal and vertical
delineation of chlorinated solvent impact upon groundwater with
shallow and deep monitoring well installation, evaluation of aquifer
characteristics and report preparation.
Former Textile Plant (1995-1998)
Spartanburg County, SC
Project Manager for hydrogeological assessment of solvent impact
for an abandoned textile plant. The site was evaluated for source
characterization, groundwater quality and aquifer characteristics.
Work included installation of shallow and deep monitoring wells,
slug permeability testing and report preparation.
Metal Plating Facility (1995-1998)
Greenville, SC
Project Manager for hydrogeological assessment, involving a release
of hexavalent chromium in South Carolina. Two adjacent sites were
investigated as potential sources to evaluate responsibility for future
remedial costs. Work included a fracture trace analysis,
performance of cone penetration testing, and collection of soil and
groundwater samples for chemical analyses.
NATHAN D. WILLIAMS, PG
GEOLOGIST
PAGE 3
Electrical Equipment Repair Facility (1990-1994)
Charlotte, NC
Project Manager for PCB investigation site in North Carolina. Work
involved full characterization of surface and near-surface
contamination of PCBs.
Pharmaceutical Plant (1993)
Florence, SC
Project Manager for complete hydrogeological evaluation of
proposed pharmaceutical plant in South Carolina. The site was
evaluated for groundwater quality, potential impact on groundwater
by future activities, local and regional geology and hydrogeology,
and potential off-site contaminant release receptors and sources.
Work included installation of monitoring wells and piezometers,
groundwater collection and chemical analysis and pumping tests.
Textile Dye Manufacturer (1986-1989)
MecklenburgCounty, NC
Site Manager for CERCLA RI/FS of a Superfund site. Project
involved complete development of project plans, site
characterization and feasibility study of remedial alternatives. Work
included oversight of shallow and deep monitoring well installation,
logging soil and rock samples and packer permeability testing.
Wood Treatment Facility (1986-1989)
Spartanburg, SC
Site Manager for initial hydrogeologic RCRA facility investigation,
South Carolina. Project involved full characterization of
contaminant migration of sinking phase liquids and preparation of a
Part B permit. Additional work included coordination of all field
activities, soil and rock characterization, saprolite and rock
monitoring well installation, packer and slug permeability testing
and pumping tests.
CONTINUING EDUCATION
40 Hour Hazardous Waste Health and Safety Program
National Water Well Association Course on "Analysis and Design of
Aquifer Tests"
American Chemical Society Course on “Data Validation”
American Society for Testing and Materials Course on
“Groundwater Monitoring and Sampling Technology”
American Society for Testing and Materials Course on
“Environmental Site Assessments for Commercial Real Estate”
NATHAN D. WILLIAMS, PG
GEOLOGIST
PAGE 4
USEPA Seminar on “Monitored Natural Attenuation”
International Groundwater Modeling Center Course on “Applied
Environmental Statistics”
USEPA Seminar for “Hands-On Modeling for Petroleum
Hydrocarbon Release Sites”
RockWorks™Training Course
Aquifer Testing for Improved Hydrogeologic Characterization
Featuring AQTESOLV
FillMaterial GroundSurface BottomofFill Geoprobe
Boring Thickness Elevation MaterialElevation RefusalDepth/Material FillMaterial
Number (feet) (feet) (feet) (feet) Contents
G1 3.8 587 583.2 Soilandasphalt
G2 4.8 586 581.2 Soil
G3 21 584 563 Soilandwood
G4 >21 584 <563 21/Wood Soilandwood
G5 2.5 581 578.5 Soilandwood
G6 34 578 544 Soil,wood,andgravel
G7 26.5 575 548.5 28.5/ResidualSoil Soil,wood,gravel,andasphalt
G8 35.5 582 546.5 36/ResidualSoil Soilandwood
G9 >17.5 579 <561.5 17.5/Wood Soilandwood
G9A 21 580 559 21.5/ResidualSoil Soilandwood
G10 4.5 577 572.5 Soil
G11 4 581 577 Soil
G12 7 582 575 Soil
G13 0 584 584
G14 4 584 580 9/ResidualSoil Soil
S&MEPROJECT422616025
CHARLOTTE,NORTHCAROLINA
SPRINGFIELDSWITCHINGSTATION
TABLE1
SOILBORINGDATA
T:\Projects\2016\ENV\422616025_Duke_SpringfieldSwitching_PhaseII_Charlotte\Deliverables\Reporttables.xlsx

Limited Phase II Environmental  
Site Assessment 
Springfield Switching Station 
Charlotte, North Carolina 
S&ME Project No. 4226‐16‐025 
Prepared for: 
Duke Energy 
526 South Church Street 
Charlotte, North Carolina 28202 
Prepared by: 
S&ME, Inc. 
301 Zima Park Road 
Spartanburg, SC 29301 
March 10, 2016 

Draft

S&ME, Inc. | 301 Zima Park Road | Spartanburg, SC 29301 | p 864.574.2360 | f 864.576.8730 | www.smeinc.com

March 10, 2016
Duke Energy
526 South Church Street
Mail Code EC13K
Charlotte, North Carolina 28202
Attention: Mr. Chris Gilbert
Reference: Limited Phase II Environmental Site Assessment
Springfield Switching Station
Charlotte, North Carolina
S&ME Project No. 4226-16-025
Dear Mr. Gilbert:
S&ME, Inc. (S&ME), is pleased to submit this Limited Phase II Site Assessment for the Springfield
Switching Station in Charlotte, North Carolina. Included in this report are discussions for the work
implemented and the results obtained. The attached report presents the findings of S&ME’s Limited
Phase II ESA which was performed in accordance with S&ME Proposal No. 42-1600125 dated February 5,
2016.
S&ME appreciates the opportunity to work with Duke Energy on this project. If you have questions
concerning the information contained herein, please do not hesitate to contact us.
Sincerely,
S&ME, Inc.
Nathan Williams, P.G. John Whitehead, P.G.
Senior Geologist Senior Geologist
[e-mail] [e-mail]

NDW/JW/sg t:\projects\2016\env\4226-16-025_duke_springfield switching_phase ii_charlotte\deliverables\phase ii report.docx

Draft
Limited Phase II Environmental Site Assessment
Springfield Switching Station
Charlotte, North Carolina
S&ME Project No. 42-1600125
March 10, 2016 ii

Table of Contents 
1.0 Project Information ............................................................................................... 1
2.0 Phase II Assessment Activities and Results ..................................................... 1
2.1 Geophysical Survey .......................................................................................................... 1
2.2 Groundwater Sampling ................................................................................................... 1
2.3 Historical Indications of Fill Material Locations .......................................................... 2
2.4 Geoprobe Borings ............................................................................................................. 2
2.5 Geoprobe Boring Results ................................................................................................. 3
2.5.1 Fill Soils ‐ Location, Thickness, and Contents .................................................................... 3
2.5.2 Fill Soils ‐ Environmental Quality ..................................................................................... 3
3.0 Fill Material Estimates .......................................................................................... 3
3.1 Fill Material Volume ........................................................................................................ 3
3.2 Fill Material Removal Cost Estimate .............................................................................. 4

Appendices 
Appendix I – Figures
Figure 1 – USGS Site Topographic Map
Figure 2 – Site Plan
Figure 3 – Fill Areas Based on Site Evidence and Topographic Maps
Figure 4 – Geoprobe Fill Thicknesses
Appendix II – Tables
Table 1 – Soil Boring Data
Table 2 – Soil Analytical Results
Appendix III – Geo Solutions, Ltd. Report
Appendix IV – Prism Laboratories, Inc. Report

Draft
Limited Phase II Environmental Site Assessment
Springfield Switching Station
Charlotte, North Carolina
S&ME Project No. 42-1600125
March 10, 2016 1
1.0 Project Information 
S&ME performed a Phase I Environmental Site Assessment (ESA) on the proposed Springfield Switching
Station. Please see Figure 1, Site Topographic Map and Figure 2, Site Map, in Appendix I for the
approximate location and layout of the site. The site is located at 13741 Lancaster Highway in Charlotte,
North Carolina. The site property is comprised of six-acres of land and an approximate one-acre
easement. The approximate seven-acre property is situated in the northeast corner of a larger tract of
land owned by The Park Ministries. Duke Energy is considering the site for construction of a switching
station.
The results of our Phase I ESA were presented in our report dated December 4, 2015. The Phase I ESA
identified one Recognized Environmental Condition (REC) on the subject site. A Land Clearing Inert
Debris Landfill was listed on the SWF/LF and Hist LF database as being on the subject site. According to
the North Carolina Department of Environmental Quality (NCDEQ), the landfill which was operated on the
site was permitted in 1994 and closed in 1997. Two groundwater monitoring wells were observed on the
subject property during our Phase I ESA site visit. A third well was noted on a site map issued by Duke
Energy. One of the wells observed during our site visit appeared to be damaged. Duke Energy requested
a Limited Phase II ESA to evaluate the extent of buried debris and to perform environmental sampling at
the subject site to evaluate soil and groundwater quality. This report presents the findings of S&ME’s
Limited Phase II ESA which was performed in accordance with S&ME Proposal No. 42-1600125 dated
February 5, 2016.
2.0 Phase II Assessment Activities and Results 
2.1 Geophysical Survey 
Geo Solutions, Ltd., performed a geophysical survey on the site property on February 17, 2016. Please see
the Geo Solutions, Ltd. Report in Appendix III. The survey included an electromagnetic evaluation and a
limited ground-penetrating radar evaluation. The electromagnetic evaluation indicated fill material over
much of the site with the exception of the northern portion and a small area on the western portion of the
site.
Ground-penetrating radar (GPR) was used in a small area of the site to evaluate the effectiveness of the
technology. GPR was only able to penetrate to very shallow depths, therefore, its use was discontinued.
2.2 Groundwater Sampling 
One of the proposed tasks for this project included sampling three existing monitoring wells on the site
property. The existing wells are illustrated on Figure 2. One of the wells was located on the southwestern
portion of the site and the other two were situated on the northwestern portion of the site.
During our site visit to sample the wells, two of the wells were dry and the third well was either destroyed
or was never a well. No water was encountered in the southern well and the eastern-most of the
northwestern wells. The aboveground two-inch casing for the western-most well was damaged and lying
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Limited Phase II Environmental Site Assessment
Springfield Switching Station
Charlotte, North Carolina
S&ME Project No. 42-1600125
March 10, 2016 2
on the ground. Attempts were made to excavate around the base of the well, but the casing was not
attached and there did not appear to be a well there at all. As a result, no groundwater samples were
collected.
2.3 Historical Indications of Fill Material Locations 
In an effort to better locate the areas of fill material placement on the site, we used a historic topographic
map and site evidence. We were able to locate a historical topographic map from 1980 for the site and
surrounding area. We overlaid this map with the topographic map supplied to us by Duke Energy (Duke
Energy, LLC, Springfield Switching Station, Preliminary Plan). The differences in topography were noted
on a site drawing that is included in Appendix I as Figure 3, Fill Areas Based on Site Evidence and
Topographic Maps.
We also noted differences in tree sizes on portions of the site. Trees along the northeastern portion of
the site appeared to be older than the time period the fill was reportedly placed on the site (1994 to
1997). Additional older trees were noted in a strip along the southwestern portion of the site. The
approximate locations of these older trees are depicted on Figure 3.
Both the topographic differences and the older tree growth indicate there were two main areas that
received fill on the site, that being the northwestern and southeastern portions of the site (indicated on
Figure 3). There were also two areas where soils had been cut on the site, that being on the eastern
central and southwestern portions of the site. The only areas where soils appear to have not been
disturbed are the central to northeastern areas and the south central area of the site. The topographic
differences indicated the majority of the fill soils were placed on the western to northwestern areas of the
site in a former gully.
2.4 Geoprobe Borings 
Fifteen direct push borings (G-1 through G-9, G-9A, and G-10 through G-14) were performed with a track-
mounted Geoprobe unit on February 25 and 26, 2016. The borings were performed to evaluate the
locations, thicknesses, contents, and environmental quality of the fill materials. Borings G-1 and G-5 were
performed to evaluate fill soils southwest of the strip of older trees. Borings G-2 through G-4, G-6
through G-9, G-9A, G-10, G-11, and G-14 were performed to evaluate fill soils on the central to
northwestern portions of the site. Boring G-12 was performed to evaluate fill soils on the southeastern
portion of the site. Boring B-13 was performed to evaluate an anomaly detected during the
electromagnetic geophysical evaluation.
Continuous soil sampling was performed in each boring by advancing a Macro-Core soil sampler. Each
boring was advanced until either refusal to further advancement or residual soils were encountered. Five
soil samples were collected from the fill soils. The soil samples were collected from the following borings
at the specified depths in feet: G-3 (14 – 15); G-6 (9 – 10); G-8 (13 – 14); G-9 (15 – 16); and, G-12 (6 – 7).
The soil samples were selected based on odor and anomalous features. The soil samples were collected
in laboratory-supplied containers, labeled, placed on ice, and submitted to Prism Laboratories, Inc. in
Charlotte, North Carolina for analysis. The soil samples were submitted for analysis of volatile organic
compounds (VOCs) by SW-846 Method 8260B and semi-volatile organic compounds (SVOCs) by SW-846
Method 8270C.
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Limited Phase II Environmental Site Assessment
Springfield Switching Station
Charlotte, North Carolina
S&ME Project No. 42-1600125
March 10, 2016 3
2.5 Geoprobe Boring Results 
2.5.1 Fill Soils ‐ Location, Thickness, and Contents 
Refusal was encountered in six borings, two of which refused on wood (G-4 and G-9) and the remaining
four borings refused in residual soil (G-7, G-8, G-9A, and G-14). Please see Table 1, Soil Boring Data, in
Appendix II for details on the borings and materials encountered. Most of the site appeared to have at
least two to three feet of fill soils, with the exception of an area that encompasses the south central, east
central, and northern portions of the site. Please see Figure 4, Geoprobe Fill Thicknesses in Appendix I for
depictions of estimated fill and no-fill areas.
Fill material was encountered over most of the western portion of the site and near the southeastern
corner. Fill material was thickest in the west central to northwestern areas of the site. The thickest fill
encountered was approximately 35.5 feet. The fill thicknesses in the northwestern and southeastern
portions of the site verified the estimates obtained from the previously mentioned topographic
differences in Section 2.3. The soil boring locations and fill thicknesses were placed on a site plan and
were contoured yielding approximate fill thicknesses across the site (see Figure 4) Approximate zero
contour lines (or the edge of the fill boundaries) were estimated based on the results of the borings and
observed site conditions.
Most of the fill material was comprised of soil and wood with some lesser amounts of gravel and asphalt.
In the areas with less than five feet of fill, the majority of the material appeared to be clayey soils.
2.5.2 Fill Soils ‐ Environmental Quality 
The results of the laboratory analysis indicated 13 analytes were detected in the five soil samples. Please
see Table 2, Soil Analytical Results, for additional information. Eight VOCs and five SVOCs were detected.
The concentrations were compared to NCDENR Preliminary Soil Remediation Goals (PSRG) using
residential health based, industrial health based, and protection of groundwater scenarios, dated
September 2015. The naphthalene concentration of 0.36 milligrams per kilogram (mg/kg) detected in G-9
(15 – 16) exceeded the PSRG for protection of groundwater of 0.21 mg/kg. A copy of the laboratory
report is included in Appendix IV.
3.0 Fill Material Estimates 
3.1 Fill Material Volume 
We estimated the volume of fill soils on the site by utilizing two surfaces. One surface was the site
topography from the Duke Preliminary Plan. The second surface was generated in AutoCAD by inserting
the Geoprobe locations and the corresponding bottom of fill material elevations in Table 1. We used the
zero contour lines in Figure 4 as the limits of the fill material. We then used AutoCAD to calculate the
volume of the material between the two surfaces which was calculated to be approximately 51,000 cubic
yards of material.
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Limited Phase II Environmental Site Assessment
Springfield Switching Station
Charlotte, North Carolina
S&ME Project No. 42-1600125
March 10, 2016 4
3.2 Fill Material Removal Cost Estimate 
We used the 51,000 cubic yards of fill material calculation to estimate costs for removal and replacement.
Without knowing about final site preparation details, we wanted to obtain an estimate for simply removal
of the 51,000 cubic yards of fill material and replacement with 51,000 cubic yards of clean soil. Since
VOCs and SVOCs were detected in the fill material, we obtained an estimate for the fill material to be
taken to a Subtitle D landfill. The closest Subtitle D landfill that would entertain the idea of accepting the
fill material was Republic’s Speedway Landfill in Concord, North Carolina.
S&ME received an estimate of $7,900,000 to excavate and transport the 51,000 cubic yards of fill material
to the Speedway Landfill and transport and place 51,000 cubic yards of clean soil on the site. Additional
site preparation costs for clearing, erosion control (silt fences, sediment pond construction, check dams,
etc.), seeding, gravel road and substation pad construction, and fill monitoring and testing would most
likely add some $300,000 to $500,000 to the overall cost.

Draft

Appendices 

Draft

Appendix I – Figures 
Figure 1 – USGS Site Topographic Map 
Figure 2 – Site Plan 
Figure 3 – Fill Areas Based on Site Evidence and Topographic Maps 
Figure 4 – Geoprobe Fill Thicknesses 

Draft
Fort Mill, SC Quadrangle 1993 Weddington, NC Quadrangle 1988
SOURCE:USGS 7.5-Minute Series Topopgraphic Map
SITE TOPOGRAPHIC MAP FIGURE NO.
SCALE:1"≈ 500'
CHECKED BY:JW
DRAWN BY:NW
DATE:3/9/2016
Springfield Switching Station
13741 Lancaster Road 1Charlotte, North Carolina
S&ME Project No. 4226-16-025
Subject
Property
LCID Landfill 60-X
LCID landfill 60-AW
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O
L
D
E
R

G
R
O
W
T
H

T
R
E
E
S
G
-
1
G
-
2
G
-
3
G-4G-5 G-6 G-7 G-9G-9A
G
-
1
1
G
-
1
4
G
-
1
3
G
-
1
2
G-8
G
-
1
0
3435.5 26.5 21 >17.5
4
.
5
4
4
2.5 >21
2
1
4
.
8
3
.
8
7
0
0
0
5
5
0
5
1
0
1
5
2
0
25 30 3035 25 20 15 10 05
2
1
2
0
G
-
3

Appendix II – Tables 
Table 1 – Soil Boring Data 
Table 2 – Soil Analytical Results 
Draft
Fi
l
l
 Ma
t
e
r
i
a
l

G
r
o
u
n
d
 Su
r
f
a
c
e

B
o
t
t
o
m
 of
 Fi
l
l
Ge
o
p
r
o
b
e
Bo
r
i
n
g

T
h
i
c
k
n
e
s
s

E
l
e
v
a
t
i
o
n

M
a
t
e
r
i
a
l
 El
e
v
a
t
i
o
n

R
e
f
u
s
a
l
 De
p
t
h
/
M
a
t
e
r
i
a
l
Fi
l
l
 Material
Nu
m
b
e
r

(
f
e
e
t
)
(f
e
e
t
)
(f
e
e
t
)
(f
e
e
t
)
Co
n
t
e
n
t
s
G ‐1
3.
8
58
7
58
3
.
2
‐ 
‐

‐

So
i
l
 an
d
 asphalt
G ‐2
4.
8
58
6
58
1
.
2
‐ 
‐

‐

Soil   
G ‐3
21
58
4
56
3
‐ 
‐

‐

So
i
l
 an
d
 wood
G ‐4
>2
1
58
4
<5
6
3
21
/
W
o
o
d
So
i
l
 an
d
 wood
G ‐5
2.
5
58
1
57
8
.
5
‐ 
‐

‐

So
i
l
 an
d
 wood
G ‐6
34
57
8
54
4
‐ 
‐

‐

So
i
l
,
 wo
o
d
,
 and  gravel
G ‐7
26
.
5
57
5
54
8
.
5
28
.
5
/
R
e
s
i
d
u
a
l
 So
i
l

S
o
i
l
,
 wo
o
d
,
 gr
a
v
e
l
,
 and  asphalt
G ‐8
35
.
5
58
2
54
6
.
5
36
/
R
e
s
i
d
u
a
l
 So
i
l
So
i
l
 an
d
 wood
G ‐9
>1
7
.
5
57
9
<5
6
1
.
5
17
.
5
/
W
o
o
d
So
i
l
 an
d
 wood
G ‐9A
21
58
0
55
9
21
.
5
/
R
e
s
i
d
u
a
l
 So
i
l
So
i
l
 an
d
 wood
G ‐10
4.
5
57
7
57
2
.
5
‐ 
‐

‐

Soil
G ‐11
4
58
1
57
7
‐ 
‐

‐

Soil
G ‐12
7
58
2
57
5
‐ 
‐

‐

Soil
G ‐13
0
58
4
58
4
‐ 
‐

‐

‐ ‐ ‐ 
G ‐14
4
58
4
58
0
9/
R
e
s
i
d
u
a
l
 So
i
l
Soil
S&
M
E
 PR
O
J
E
C
T
 42
2
6
‐16
‐02
5
CH
A
R
L
O
T
T
E
,
 NO
R
T
H
 CA
R
O
L
I
N
A
SP
R
I
N
G
F
I
E
L
D
 SW
I
T
C
H
I
N
G
 ST
A
T
I
O
N
TA
B
L
E
 1
SO
I
L
 BO
R
I
N
G
 DA
T
A
T:
\
P
r
o
j
e
c
t
s
\
2
0
1
6
\
E
N
V
\
4
2
2
6
‐16
‐02
5
_
D
u
k
e
_
S
p
r
i
n
g
f
i
e
l
d
 Sw
i
t
c
h
i
n
g
_
P
h
a
s
e
 II
_
C
h
a
r
l
o
t
t
e
\
D
e
l
i
v
e
r
a
b
l
e
s
\
R
e
p
o
r
t
 ta
b
l
e
s
.
x
l
s
x
NC
D
E
N
R

N
C
D
E
N
R

N
C
D
E
N
R
Re
s
i
d
e
n
t
i
a
l

I
n
d
u
s
t
r
i
a
l

G
r
o
u
n
d
w
a
t
e
r
G ‐3  (1
4
 ‐

15
)

G
‐6  (9
 ‐

10
)

G
‐8  (1
3
 ‐

14
)

G
‐9  (1
5
 ‐

16
)

G
‐12
 (6
 ‐
7)
PS
R
G
1
PS
R
G
2 PSRG 3
Co
m
p
o
u
n
d

(
m
g
/
k
g
)

(
m
g
/
k
g
)

(
m
g
/
k
g
)

(
m
g
/
k
g
)

(
m
g
/
k
g
)

(
m
g
/
k
g
)

(
m
g
/
k
g
)

(
m
g
/
k
g
)
Ac
e
t
o
n
e

0
.
0
7
5

0
.
0
4

0
.
0
5
1

0
.
0
5

0
.
0
4
3
12
0
0
0

1
2
0
0
0
0

2
4
Be
n
z
o
i
c
 Ac
i
d
0.
1
3

<
0
.
0
3
7

<
0
.
0
3
5

0
.
1
6

<
0
.
0
3
6
50
0
0
0

1
0
0
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0

1
3
0
Et
h
y
l
b
e
n
z
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n
e

0
.
0
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3
9

<
0
.
0
0
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2
3

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0
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0
.
0
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0
2
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<
0
.
0
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2
1
5.
8
25 8.1
Fl
u
o
r
e
n
e
<0
.
0
5
7

<
0
.
0
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3

<
0
.
0
6
0

0
.
1
4

<
0
.
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6
1
48
0

6
0
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0

5
6
4 ‐Is
o
p
r
o
p
y
t
o
l
u
e
n
e

0
.
1
5

<
0
.
0
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0
2
9

0
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4
9

0
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6
8

0
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2
NE
NE 0.68
2 ‐Me
t
h
y
l
n
a
p
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t
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n
e

<
0
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7

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0
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48
600 1.6
3,
4
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t
h
y
l
p
h
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n
o
l

0
.
3
7

<
0
.
0
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4

<
0
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0
5
2

0
.
1
5

<
0
.
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5
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64
0
4
82
0
0
4 0.4 4
Na
p
h
t
h
a
l
e
n
e

0
.
0
0
5
3

<
0
.
0
7
0

<
0
.
0
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7

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.
3
6

<
0
.
0
6
9
3.
8

1
7

0
.
2
1
Ph
e
n
a
n
t
h
r
e
n
e

0
.
1
2

<
0
.
0
5
7

<
0
.
0
5
4

0
.
1
9

<
0
.
0
5
5
NA

N
A

6
8
n ‐Pr
o
p
y
l
b
e
n
z
e
n
e

0
.
0
0
4
7

<
0
.
0
0
0
3
6

<
0
.
0
0
0
3
5

0
.
0
0
9
8

<
0
.
0
0
0
3
2
26
0

2
6
0

1
.
5
To
l
u
e
n
e

0
.
0
0
2
1

<
0
.
0
0
0
3
5

0
.
0
0
5
2

<
0
.
0
0
0
3
4

<
0
.
0
0
0
3
1
82
0

8
2
0

5
.
5
o ‐Xy
l
e
n
e
<0
.
0
0
0
2
1

<
0
.
0
0
0
2
5

<
0
.
0
0
0
2
5

0
.
0
0
2
7

<
0
.
0
0
0
2
2
13
0
434 NE
Xy
l
e
n
e
s
<0
.
0
0
0
9
4

<
0
.
0
0
1
1

<
0
.
0
0
1
1

0
.
0
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2
7

<
0
.
0
0
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0
13
0

2
5
8

6
So
i
l
 sa
m
p
l
e
s
 we
r
e
 co
l
l
e
c
t
e
d
 on
 Fe
b
r
u
a
r
y
 22
 & 23
,
 20
1
6
1  NC
D
E
N
R
 In
a
c
t
i
v
e
 Ha
z
a
r
d
o
u
s
 Si
t
e
 Br
a
n
c
h
,
 Pr
e
l
i
m
i
n
a
r
y
 Re
s
i
d
e
n
t
i
a
l
 He
a
l
t
h
 Ba
s
e
d
 So
i
l
 Re
m
e
d
i
a
t
i
o
n
 Go
a
l
s
 (P
S
R
G
)
 Ta
b
l
e
,
 Se
p
t
e
m
b
e
r
 20
1
5
2  NC
D
E
N
R
 In
a
c
t
i
v
e
 Ha
z
a
r
d
o
u
s
 Si
t
e
 Br
a
n
c
h
,
 Pr
e
l
i
m
i
n
a
r
y
 In
d
u
s
t
i
a
l
 He
a
l
t
h
 Ba
s
e
d
 So
i
l
 Re
m
e
d
i
a
t
i
o
n
 Go
a
l
s
 (P
S
R
G
)
 Ta
b
l
e
,
 Se
p
t
e
m
b
e
r
 20
1
5
3  NC
D
E
N
R
 In
a
c
t
i
v
e
 Ha
z
a
r
d
o
u
s
 Si
t
e
 Br
a
n
c
h
,
 Pr
o
t
e
c
t
i
o
n
 of
 Gr
o
u
n
d
w
a
t
e
r
 Pr
e
l
i
m
i
n
a
r
y
 So
i
l
 Re
m
e
d
i
a
t
i
o
n
 Go
a
l
s
 (P
S
R
G
)
 Ta
b
l
e
,
 Se
p
t
e
m
b
e
r
 2015
4  Th
e
 PS
R
G
s
 fo
r
 3 ‐Me
t
h
y
l
p
h
e
n
o
l
 an
d
 4 ‐Me
t
h
y
l
p
h
e
n
o
l
 ar
e
 li
s
t
e
d
 se
p
a
r
a
t
e
l
y
,
 th
e
 lo
w
e
s
t
 co
n
c
e
n
t
r
a
t
i
o
n
 fo
r
 ea
c
h
 sc
e
n
a
r
i
o
 wa
s
 us
e
d
De
t
e
c
t
e
d
 co
n
c
e
n
t
r
a
t
i
o
n
s
De
t
e
c
t
e
d
 co
n
c
e
n
t
r
a
t
i
o
n
 wh
i
c
h
 ex
c
e
e
d
s
 a  NC
D
E
N
R
 PS
R
G
TA
B
L
E
 2
So
i
l
 Bo
r
i
n
g
 (s
o
i
l
 sa
m
p
l
e
 de
p
t
h
 in
t
e
r
v
a
l
)
S&
M
E
 PR
O
J
E
C
T
 42
2
6
‐16
‐02
5
CH
A
R
L
O
T
T
E
,
 NO
R
T
H
 CA
R
O
L
I
N
A
SP
R
I
N
G
F
I
E
L
D
 SW
I
T
C
H
I
N
G
 ST
A
T
I
O
N
SO
I
L
 AN
A
L
Y
T
I
C
A
L
 RE
S
U
L
T
S
T:
\
P
r
o
j
e
c
t
s
\
2
0
1
6
\
E
N
V
\
4
2
2
6
‐16
‐02
5
_
D
u
k
e
_
S
p
r
i
n
g
f
i
e
l
d
 Sw
i
t
c
h
i
n
g
_
P
h
a
s
e
 II
_
C
h
a
r
l
o
t
t
e
\
D
e
l
i
v
e
r
a
b
l
e
s
\
R
e
p
o
r
t
 ta
b
l
e
s
.
x
l
s
x

Appendix III – Geo Solutions, Ltd. Report 
Draft
Geo Solutions Ltd. P.O. Box 37698
Raleigh, North Carolina 27627
[phone] (Phone)
[phone] (Fax)
February 23, 2016

Mr. Nathan Williams
S&ME, Inc.
301 Zima Park Road
Spartanburg, SC 29301

Re: EM and GPR Evaluation of Springfield Switching Station, 13741 Lancaster Road
Pineville, North Carolina.

File: Report

Dear Mr. Williams:

Geo Solutions Limited, Inc. (Geo Solutions) is pleased to submit this report to for a geophysical
survey in support of an environmental site evaluation for the search of a suspected buried landfill
material at a proposed Electrical Switching Station located at 13741 Lancaster Road, Pineville,
North Carolina. The location of the area evaluated is presented in Figure 1.

Figure 1. Location of subject property and position of EM lines of investigation (yellow).

Background

S&ME Inc. requested that Geo Solutions complete a geophysical investigation at the site of a
suspected landfill area. The area of the landfill has been approximated by previous
investigations however the extent and thickness of the landfill has not been delineated. S&ME
asked Geo Solutions to complete an EM evaluation to identify the horizontal extent of the fill
material, and to the extent possible, identify variations in composition of the fill material based
on the results of a detailed electromagnetic evaluation.

According to neighbors and others familiar with the burial activities at the site, most of the
buried debris was deposited from land clearing and building demolition from the surrounding
developments in the Pineville area. This would typically include wood, trees, stumps, concrete,
concrete blocks, and C & D material. This type of material usually imparts weak signal
responses from EM instruments, but does contrast with undisturbed earth or background
conditions.

Field Investigation and Results

Geo Solutions completed the following field investigations on February 17, 2016:

Electromagnetic Survey
Geo Solutions utilized a Geophex Model GEM-2 portable electromagnetic profiler equipped
with a Sirus Global Positioning Survey System with a special resolution of less than 5 (Figure 2).
The EM and GPS data is collected simultaneously and plotted real-time on a small computer
screen. Upon completion of the field work the EM data was downloaded to a laptop computer
and converted into a site map with an aerial photograph base. Geo Solutions has selected the
9810 Hz in-phase data to best represent locations of magnetically susceptible material, and the
average of all calculated apparent conductivities to represent the site soil in-phase (metal
detection mode) values. The following is a summary of our results:

1. Figure 3 represents the results of the in-phase values. Yellow and green hues represent
anomalous EM conditions where buried debris is present. Dark magenta colors represent
buried debris of unknown composition, and blue hues represent normal or background
conditions where very little of any buried material is present.

2. Figure 4 represents the results of the apparent conductivity values. Yellow and green hues
represent anomalous EM conditions where buried debris is present. The dark magenta
colors detected in the in-phase mode (Figure 3) are not represented in the apparent
conductivity values. As such we have deduced that the unknown buried material is not
significantly different in conductivity than the other buried debris identified on the site.
The blue hues represent normal or background conditions where very little of any buried
material is present.

3. Geo Solutions related these features to the observed site conditions (i.e., the location of
some surface debris or metal debris). The known site conditions account for all of the
observed anomalous features identified in Figure 3, except for a dark magenta hue
located on the north east side of the property.

Ground-penetrating Radar Survey

Based on the results of the EM survey, Geo Solutions decided that additional investigations
using ground-penetrating radar (GPR) should be attempted. Geo Solutions used a GSSI Model
3000 GPR unit equipped with a low frequency 200 MHz antenna. The GPR unit was operated in
tow behind an AWD Polaris Ranger. Geo Solutions attempted two test profiles beginning at the
adjoining paved surface to the south extending to the zone of unknown material to the northeast
corner of the property. The initial GPR results indicated very poor depth of penetration. As such
it was decided to discontinue the GPR evaluation of the site.

Results and Recommendations

Based on the results of the EM evaluation, we were able to identify a moderate contrast of EM
signals using the in-phase data collected at 9810 Hz frequency. This contrast is shown in Figure
3 as green and yellow hues for buried material and blue hues for undisturbed or background
conditions. The outline of the material distinction is represented by a red line.

A dark magenta hue is identified in Figure 3 (outlined in yellow) and likely represents an area of
unknown material not typical of C&D landfill material. This material should be investigated
before removal.

Portions of the northwest site area has loose concrete debris exposed on steep slopes which may
represent down slope burial of C&D debris although the EM evaluation indicated that this area
was underlain by material similar non-disposal soils.

Please give us a call should you have any questions concerning this report. We appreciate this
opportunity to be of service to you.

Very truly yours,

GEO SOLUTIONS LIMITED, INC

Ronald A. Crowson, Geophysicist

FIGURES 2 THROUGH 4

Figure 2. Location of EM Geophysical Profile lines superimposed on S&ME site map.

Figure 3. Results of EM Survey showing In-phase values. The green and light yellow hues indicate the presence of landfill
material. The dark magenta hues situated in the northeast portion of the site represents unknow material. The white line is a
boundry line separating the landfill from non-landfill areas.

Figure 4. Results of EM Survey showing Apparent Conductivity across the site. The Red line separating the green from the
blue hues approximates the landfill boundary.

Appendix IV – Prism Laboratories, Inc. Report 
Draft
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January 2017
Ballantyne Proposed Switching Station
Brownfield Site Assessment
Prepared for:
Duke Energy Carolinas, LLC

Brownfield Site Assessment i January 2017
TABLE OF CONTENTS
1 Introduction ................................................................................................................................ 1
1.1 Background............................................................................................................................................................ 1
1.2 Site Geology and Setting ................................................................................................................................. 2
2 Assessment Methodology ....................................................................................................... 3
2.1 Utility Location and Health and Safety ....................................................................................................... 3
2.2 Soil Assessment ................................................................................................................................................... 3
2.3 Monitoring Well Installation ........................................................................................................................... 4
2.3.1 Well Development............................................................................................................................... 5
2.4 Monitoring Well Sampling............................................................................................................................... 5
2.5 IDW Management ............................................................................................................................................... 6
3 Assessment Results ................................................................................................................... 7
3.1 Soil Sampling Results ......................................................................................................................................... 7
3.2 Monitoring Well Gauging Results ................................................................................................................. 7
3.3 Monitoring Well Sampling Results ............................................................................................................... 7
4 Receptor Survey ......................................................................................................................... 9
5 Conclusions ............................................................................................................................... 10
6 References .................................................................................................................................. 11

TABLES
Table 1 Well Construction Summary
Table 2 Soil Data Summary
Table 3 Groundwater Data Summary

FIGURES
Figure 1 Site Location Map
Figure 2 Site Aerial Map
Figure 3 Site Layout Map
Figure 4 Receptor Survey Map

Brownfield Site Assessment ii January 2017
APPENDICES
Appendix A Boring Logs and Well Construction Records
Appendix B Monitoring Well Sampling Logs
Appendix C Laboratory Analytical Reports
Appendix D Brownfields Area Reconnaissance and Receptor Survey Guidance Form

Brownfield Site Assessment 1 January 2017
1 Introduction
Anchor QEA of North Carolina, PLLC (Anchor QEA), on behalf of Duke Energy Carolinas, LLC (Duke
Energy) prepared this report documenting soil and groundwater assessment activities at the
proposed Ballantyne Switching Station (the Site), located at 13741 Lancaster Highway, in Charlotte,
Mecklenburg County, North Carolina. A site location map and site layout map are included as
Figure 1 and Figure 2, respectively. Please note that assessment activities were performed by
Altamont Environmental, Inc. (Altamont) which became Anchor QEA on December 29, 2016. For
report clarity, Altamont is referred to as Anchor QEA hereafter.
According to Mecklenburg County geographic information system (GIS) the Site is currently owned
by Park Ministries Inc. Assessment activities were performed to evaluate the suitability of the Site for
use as a proposed switching station and to evaluate soil and groundwater conditions. A Site
background and summary of assessment methodology, results, potential receptor survey, and
conclusions is included in the following sub-sections.
1.1 Background
Historical Site assessments have included a Phase I Environmental Site Assessment (ESA) completed
by S&ME, dated December 4, 2015 as well as a draft Limited Phase II ESA, also completed by S&ME,
dated March 10, 2016 (S&ME 2015 and 2016). The Site is an approximately 7-acre tract including a
0.943-acre access easement that will be sub-divided from a larger 45-acre parcel.
In its Phase I ESA, S&ME identified one recognized environmental condition (REC) as follows:
• One permitted land clearing and inert debris (LCID) landfill, referred to as 60-AW, is
located on the Site and a second LCID landfill, referred to as 60-X, is located adjacent to
the Site, to the south. Additionally, the results of a file review indicated that the on-site
landfill had received inappropriate waste, including petroleum-impacted soil.
Other pertinent information included in the Phase I ESA is as follows:
• The on-site landfill was permitted in 1994 and closed in 1997.
• Three existing monitoring wells were observed on a site map; only two wells were
observed during a Site visit (one of which appeared to be damaged).
The results of the Limited Phase II ESA indicated the following:
• A geophysical survey indicated that fill material was placed over most of the Site.
• Two of the existing wells were found to be dry and the third was damaged; so no
groundwater data was obtained. These wells continue to be dry.

Brownfield Site Assessment 2 January 2017
• Five soil samples were collected from 14 direct-push borings installed on-site and
analyzed for volatile organic compounds (VOCs) and semivolatile organic compounds
(SVOCs).
• Fill thickness ranged from no fill to as much as 35.5 feet.
• Fill was composed of soil, wood, with some asphalt and gravel.
• Soil analytical results indicated the presence of VOCs and SVOCs. However, only
naphthalene in one sample was detected at a concentration in excess of an applicable
standard (the North Carolina Department of Environmental Quality [DEQ] Protection of
Groundwater Soil Remediation Goal [PSRG]).
1.2 Site Geology and Setting
The Site is located in Mecklenburg County, North Carolina, within the Piedmont physiographic
province of North Carolina. The Piedmont is a relatively broad strip extending from central Alabama
across Georgia and the Carolinas into Virginia. According to the Geologic Map of North Carolina,
rock types in the area include metamorphic gneiss and schist with some granite intrusions (North
Carolina Geologic Survey 1985). The majority of bedrock in the Piedmont is overlain with residual soil
and saprolite of varying thickness.
Topographic data shown on Figure 1 indicates that Site elevation ranges from approximately 550
feet to 540 feet (National Geodetic Vertical Datum 1929). The Site is located on a topographic high.
Groundwater from the Site likely flows to the northwest, north, and east, eventually discharging to
McAlpine Creek. Based on historic Site data (as shown on Figure 3), LCID was mainly placed in a
gulley on the northwest area of the Site. In this area, groundwater is expected to flow only to the
north and northwest, although groundwater flow direction has not been confirmed.
LCID fill is composed of soil, wood, with some asphalt and gravel. Soil in areas without fill are
composed primarily of topsoil underlain by saprolite, with perhaps some areas of re-worked soils.

Brownfield Site Assessment 3 January 2017
2 Assessment Methodology
A description of assessment methodology is included in the following sub-sections. Well
construction information is included in Table 1. Boring logs and well construction records are
included as Appendix A and monitoring well sampling logs are included in Appendix B. A Site Layout
Map and Sample Location Map are included as Figures 2 and 3, respectively.
2.1 Utility Location and Health and Safety
Anchor QEA prepared a Site-specific Health and Safety Plan (HASP) for field use. The HASP was
reviewed by Anchor QEA employees, contractors and Site visitors prior to initiating work activities. A
daily tailgate meeting was held with Anchor QEA employees and Site contractors in order to identify
and mitigate potential Site hazards associated with that day’s activities. Additionally, field personnel
participated in a mid-day and end-of-day wellness check to ensure that health and safety procedures
were appropriate and effective for preventing injuries.
Prior to engaging in intrusive activities, Anchor QEA contacted the North Carolina One-Call Center to
identify public utilities at the Site. Due to the nature of the Site (a former landfill) and the previous
geophysical report prepared by S&ME’s subcontractor, the presence of unknown utilities was
unlikely. However, to further reduce the risk of encountering unknown sub-surface hazards, Anchor
QEA subcontracted a private utility locator to clear Site boring locations using ground-penetrating
radar (GPR) and/or similar geophysical techniques. Additionally, prior to intrusive activities, all
boring/well locations were “cleared” by advancing a hand auger or post-hole digger to at least 5 feet
below ground surface (ft-bgs).
2.2 Soil Assessment
To further assess soil quality in the area of the proposed switching station as well as in landfill LCID
material, Anchor QEA advanced three soil borings in the western half of the proposed switching
station and collected soil samples from monitoring well borings in other areas of the Site. The
purpose of soil borings SB-1, SB-2, and SB-3, as well as soil collected from OW-1 is to provide some
additional soil quality data in the proposed substation area, as Site workers may encounter this soil
during grading/construction activities.
An Anchor QEA field geologist observed all soil borings and screened soil with a photoionization
detector (PID) for organic vapor content. Soil cores in monitoring well locations were also field-
screened.
South Atlantic Environmental Drilling and Construction Co. Inc. (SAEDACCO), a North Carolina-
licensed well driller, performed drilling activities and collected continuous soil cores from soil boring
SB-1 and monitoring well locations OW-1, OW-2, and OW-3 using sonic drilling techniques. Soil

Brownfield Site Assessment 4 January 2017
cores were collected via dedicated sleeves in 10-foot intervals. Soil borings SB-2 and SB-3 were
advanced to only 2 ft-bgs and were collected with a hand auger.
Monitoring wells OW-2 and OW-3 were installed into LCID material. In these locations, samples were
collected based on elevated PID readings or other visual/olfactory indications of potential impacted
media. A sample was collected from 5 to 8 ft-bgs and 15 to 20 ft-bgs from the OW-2 boring and
from 17 to 18 ft-bgs in the OW-3 boring. Boring material in these locations was primarily woody
debris with some soil and occasional concrete and asphalt. In both of these locations, approximately
5 feet of soil was observed covering LCID material.
Soil borings SB-1, SB-2, SB-3, and OW-1 were advanced into soil which was composed primarily of
topsoil followed by saprolite. A black-to-grey fractured granodiorite was encountered in OW-1 at a
depth of approximately 35 ft-bgs. However, bedrock was interspersed with saprolite in this location.
There were no PID readings or other indications of impacted media in these locations. Soil samples
were collected from the 0 to 2 ft-bgs depth interval from borings SB-1, SB-2, and SB-3. A soil sample
was not collected from OW-1.
Soil samples were collected in laboratory-provided containers, placed in a cooler on ice, and
delivered to a Prism Laboratories, North Carolina-certified laboratory. Soil samples were analyzed for
VOCs by United States Environmental Protection Agency (EPA) Method 8260, SVOCs by EPA Method
8270, Resource Conservation and Recovery Act (RCRA) metals using EPA Method 6010 and 7471,
polychlorinated biphenyls (PCBs) by EPA Method 8082, chlorinated pesticides by EPA Method 8081,
herbicides by EPA Method 8151, and pH by Method 9045D.
2.3 Monitoring Well Installation
Prior to monitoring well installation, Anchor QEA obtained a County of Mecklenburg Subsurface
Investigation Permit for well installation. Permit number 70002395 was issued on November 21,
2016.
Anchor QEA oversaw the installation of four monitoring wells, OW-1, OW-2S, OW-2D, and OW-3, on
November 28 and 29, 2016. Wells OW-2S and OW-2D were installed as nested wells in the same
borehole. Monitoring wells were installed using sonic drilling technology in order to prevent
downward migration of contaminants during installation in the landfill area.
Monitoring well OW-1 was installed to a depth of 57 ft-bgs in the southeast corner of the Site to
evaluate groundwater conditions in the area near a neighboring residential development.
Monitoring wells OW-2S and OW-2D were installed in the landfill area to evaluate groundwater
conditions within and downgradient of the landfill. This area of the landfill is where S&ME reported
the LCID thickness to be greatest. Well OW-2S was installed to a depth of 36 ft-bgs, the depth of the

Brownfield Site Assessment 5 January 2017
base of LCID in this area, and screened within LCID material. Well OW-2D was installed below LCID
material to a depth of 50 ft-bgs.
Monitoring well OW-3 was also installed into LCID material at a terminal depth of 26 ft-bgs, the
depth of the base of LCID in this area.
The monitoring wells are composed of 2-inch nominal inside-diameter (ID) Schedule 40 polyvinyl
chloride (PVC). A 10-foot-long 0.010-inch machine-slotted screen was installed in monitoring wells
OW-2S, OW-2D, and OW-3. A 20-foot-long screen was used in monitoring well OW-1. A #2 filter
sand filled the annular space between the well screen and the borehole from the base of the
borehole to a depth of approximately 2 feet above the top of the well screen. Hydrated bentonite
pellets filled the annular space from the sand pack to 2 feet above the sand pack. A bentonite-grout
mixture filled the annular space from the bentonite seal to 2 ft-bgs and the wells were completed
with locking stick-up well covers set in a concrete pad.
2.3.1 Well Development
After installation, Anchor QEA developed each monitoring well using the surge-and-bail method and
purged using a submersible Whale® pump. Monitoring well OW-3 was found to be dry. Monitoring
wells OW-2S and OW-2D were developed both on November 29 and November 30, 2016, due to
limited recharge in these wells. A total of approximately 5.5 gallons was purged from OW-2S and 5.5
gallons from OW-2D. Water remained turbid in these wells.
Well OW-1 was developed on November 30, 2016. A total of approximately 15 to 20 gallons was
purged from this well. Water was mostly clear at the end of development.
2.4 Monitoring Well Sampling
Anchor QEA sampled monitoring wells using dedicated polyethylene bailers on December 7, 2016.
Prior to purging, groundwater levels were measured in each well using a water-level meter. During
purging, field parameters for pH, specific conductance, turbidity, dissolved oxygen, and temperature
were recorded after each well volume was removed. A groundwater sample was collected from each
well after at least three well volumes had been purged. Due to very low recharge, OW-2D was
purged dry after only one well volume and was subsequently sampled. Sample OW-2S should be
considered a landfill contact water sample as it was collected from perched water within landfill LCID.
The samples were transferred to laboratory-provided sample containers and placed in a cooler on ice
for delivery to the laboratory. Groundwater samples were analyzed by Prism Laboratories for VOCs
using EPA Method 8260, SVOCs using EPA Method 8270, total and dissolved RCRA metals using
Method 6010 and 7471, chlorinated pesticides by EPA Method 8081, and herbicides by EPA Method
8151.

Brownfield Site Assessment 6 January 2017
The sample collected from well OW-2D was only analyzed for VOCs, SVOCs, and chlorinated
pesticides, due to limited sample volume.
2.5 IDW Management
SAEDACCO containerized all groundwater and soil investigative derived waste (IDW) in 55-gallon
Department of Transportation (DOT)-approved drums. Following review of laboratory analytical data,
and in accordance with the IDW disposal guidelines in the Inactive Hazardous Sites Program
Guidelines for Assessment and Cleanup, dated October 2015, Anchor QEA spread soil and
groundwater IDW on-site on January 19, 2017 in the vicinity of the sample location from which the
IDW was generated.

Brownfield Site Assessment 7 January 2017
3 Assessment Results
A summary of soil and groundwater assessment results are described in the following sub-sections.
Groundwater elevations are show on Table 1, soil analytical results on Table 2, and groundwater
analytical results in Table 3. Laboratory analytical reports are included as Appendix C.
3.1 Soil Sampling Results
Soil analytical results were compared to the PSRGs.
None of the samples contained concentrations of PCBs or herbicides in excess of the laboratory
reporting limits. Other than a low concentration of one pesticide in SB-3, pesticides were not
detected in excess of the laboratory reporting limits in any other sample.
Soil samples SB-1, SB-2, and SB-3, which were collected in shallow soil in areas outside of the landfill
footprint, did not contain concentrations of VOCs (other than acetone, a common laboratory
contaminant) or SVOCs in excess of the laboratory reporting limit. All three of these samples
contained detectable concentrations of metals, however all concentrations were below the PSRGs. A
low concentration of trans-chlordane (0.0042 milligrams per kilogram [mg/kg]) was detected in
sample SB-3, but at concentration below the PSRG of 7.7 mg/kg.
Soil samples OW-2 (5-8), OW-2 (15-20), and OW-3 (17-18), which were collected from LCID material
in the landfill contained concentrations of various VOC, SVOC, and metals constituents. However, all
detections were at concentrations below the PSRGs. Additionally, metals detections in LCID material
were similar to detections in non-LCID material at the Site.
Generally, detected constituents are consistent with results obtained during S&ME’s assessment
(S&ME 2016).
3.2 Monitoring Well Gauging Results
Depth to groundwater on December 7, 2016 ranged from approximately 48 ft-bgs in OW-2D to 47
ft-bgs in OW-1. Groundwater elevation was measured at 530.09 feet above mean sea level (ft-msl) in
OW-2D and 536.49 ft-msl in OW-1.
Perched water (LCID contact water) was measured in well OW-2S at a depth of approximately 32
ft-bgs and a thickness of 3.4 feet. Elevation of perched water in OW-2S was measured at 546.77 ft-
msl.
3.3 Monitoring Well Sampling Results
Groundwater analytical results were compared to the North Carolina Administrative Code (NCAC)
02L .0202 groundwater standards (2L standards).

Brownfield Site Assessment 8 January 2017
Pesticides and herbicides were not detected in any sample above the laboratory reporting limit.
Sample OW-1 did not contain VOCs or SVOCs in excess of the laboratory reporting limit. This sample
did contain detections of various metals (both total and dissolved) in excess of the 2L standard.
However, these concentrations are likely attributable to sample turbidity and/or naturally occurring
concentrations of these constituents.
Samples OW-2S (LCID contact water sample) and OW-2D both contained concentrations of
tetrachloroethylene (PCE) in excess of the 2L standard of 0.7 micrograms per liter (µg/L). PCE was
detected at a concentration of 1.2 µg/L in OW-2S and 3.8 µg/L in OW-2D. Additional VOCs in both of
these samples and SVOCs in OW-2S were detected, but at concentrations below the 2L standards.
Various metals (both total and dissolved) were detected in OW-2S at concentrations in excess of the
2L standards. The concentrations of metals in OW-2S are only slightly higher than the concentrations
detected in OW-1, indicating that landfill LCID is likely not a significant contributor of metals to
groundwater.

Brownfield Site Assessment 9 January 2017
4 Receptor Survey
A Brownfields Area Reconnaissance and Receptor Survey was performed on November 23, 2016 by
Anchor QEA personnel. A Brownfields Area Reconnaissance and Receptor Survey Guidance Form is
included in Appendix D and a Receptor Survey Map is included as Figure 4.
Results of the receptor survey indicate that University Park Baptist Church, located to the south of
the Site, and owned by Park Ministries Inc. (the Site owner), has an irrigation supply well and septic
field. The well is approximately 600 feet to the south of the Site. According to Mr. Rick Galloway,
Park Ministries Inc. representative, the church property is provided potable water through Carolina
Water Utilities, Inc. Another church was identified approximately 500 feet to the west of the Site.
Most of the surrounding area is supplied by municipal water and sewer services. However, the Danby
Road development is supplied by four public water supply wells, located approximately 0.5 miles to
the southwest of the Site. Additionally, a water supply well was identified on Darington Court,
located approximately 1,500 feet to the southwest of the Site. However, Mecklenburg County
Department of Groundwater and Wastewater Services data indicates that the Darington Court well is
currently inactive.
One possible, existing groundwater monitoring well was observed approximately 600 feet to the
south of the Site. This well did not have a protective casing and it’s construction information is
unknown.
McAlpine Creek is located 500 feet to the north of the Site, in the likely downgradient direction of
the on-site landfill. Based on Mecklenburg County hydrology, a pond may be located 500 feet to the
southeast of the Site.

Brownfield Site Assessment 10 January 2017
5 Conclusions
The results of this assessment and previous assessment (S&ME 2016) indicate that the western
portion of the Site was used as an inert debris landfill. LCID material primarily consists of soil, wood,
with some asphalt and concrete. Historical topographic maps and field observations indicate that
LCID was placed in a drainage swale or gully on the western side of the Site. Soil analytical results
indicated that VOCs and SVOCs are present in LCID material, but at concentrations below the
industrial/commercial PSRGs. Also, constituents of concern have not been detected in soil outside of
the landfill footprint. Five feet of soil was observed covering LCID material in the OW-2 and OW-3
locations.
Concentrations of PCE in groundwater within the landfill footprint slightly exceed the 2L standards.
This data indicates that there may be an isolated source of PCE in landfill LCID upgradient of
monitoring wells OW-2S and OW-2D. However, multiple soil samples, both during this assessment
and S&ME’s assessment (S&ME 2016) have not located a source of PCE in soil or landfill LCID.
Sensitive receptors were not identified in the likely downgradient direction of impacted-
groundwater. However, an irrigation supply well was identified approximately 600 feet to the south
of the Site, in the upgradient direction. An active public water supply well system was also identified
approximately 0.5 miles to the southwest of the Site. Site topography and observations of landfill
placement indicate that groundwater below the landfill likely flows to the north and northwest,
eventually discharging to McAlpine Creek. Therefore, the irrigation supply well and water supply well
system are not expected to be affected by impacted groundwater on-site.

Brownfield Site Assessment 11 January 2017
6 References
North Carolina Department of Environment and Natural Resources (DENR), 1985. Geologic Map of
North Carolina.
S&ME, 2015. Phase I Environmental Site Assessment. December 4.
S&ME, 2016. Draft Limited Phase II Environmental Site Assessment. March 10.

Tables
Table 1
Well Construction Summary
Well ID*
Date of
Installation
Total Depth
(ft-bgs)
Screen
Length
(ft)
Screen Interval
(ft-bgs)
Ground Surface
Elevation
(ft-msl)
TOC Elevation
(ft)
Stickup height
(ft)
Depth to Bottom
(ft-btoc)
Depth to Groundwater on
12/7/2016
(ft-btoc)
Groundwater elevation (ft-
msl)
OW-1 11/29/2016 57 20 37-57 583.17 585.99 2.82 60.45 49.5 536.49
OW-2S 11/29/2016 36 10 26-36 578.43 580.75 2.32 37.35 33.98 546.77
OW-2D 11/29/2016 50 10 40-50 578.43 580.75 2.32 53.75 50.66 530.09
OW-3 11/29/2016 26 10 16-26 583.08 585.35 2.27 26.37 Dry NA
Notes:
ft
ft-bgs below ground surface
ft-btoc below top of casing
*Wells were constructed with abovegrade top-of-casing and steel well protection.
TOC top of casing
ft-msl feet above mean sea level
NA not applicable
feet
Phase II Environmental Site Assessment
Proposed Ballantyne Switching Station
Duke Energy
Page 1 of 1
January 2017
Table 2
Summary of Soil Analytical Results
Sample ID:
OW-2
(5-8)
OW-2
(15-20)
OW-3
(17-18) SB-1 SB-2 SB-3
Date:11/28/2016 11/28/2016 11/29/2016 11/29/2016 11/29/2016 11/29/2016
Depth (ft-bgs):5-8'15-20' 17-18'0-2'0-2'0-2'
IHSB PSRG - I
Volatile Organic Compounds (VOCs) (mg/kg) - EPA Method 8260
2-Hexanone (MBK)260 <0.067 0.016 J 0.079 <0.060 <0.068 <0.058
2-Butanone (MEK)38000 <0.13 0.16 0.25 <0.12 <0.12 <0.12
4-Isopropyltoluene NA 0.33 LL 0.20 2.4 <0.0060 <0.0068 <0.0058
Acetone 100,000 0.10 0.58 2.4 <0.060 0.072 0.047 J
Methyl Isobutyl Ketone 3,360 <0.067 <0.082 0.014 J <0.060 <0.068 <0.058
n-Propylbenzene 264 <0.067 <0.082 0.0047 J <0.0060 <0.0068 <0.0058
Toluene 818 <0.067 0.0097 0.0041 J <0.0060 <0.0068 <0.0058
3/4-Methylphenol 16,400 <0.39 5.7 6.7 <0.42 <0.43 <0.37
Benzo[b]fluoranthene 2.90 0.10 J <0.46 <0.43 <0.42 <0.43 <0.37
Benzoic Acid 100000.00 <0.39 3.5 4.5 <0.42 <0.43 <0.37
Chrysene 290 0.11 J <0.46 <0.43 <0.42 <0.43 <0.37
Fluoranthene 6,000 0.27 J <0.46 <0.43 <0.42 <0.43 <0.37
Phenol 50,000 <0.39 <0.46 0.79 <0.42 <0.43 <0.37
Pyrene 4,600 0.24 J <0.46 <0.43 <0.42 <0.43 <0.37
Herbicides NA ND ND ND ND ND ND
trans-Chlordane 7.7 <0.0023 <0.0028 <0.0026 <0.0026 <0.0026 0.0042
PCBs NA ND ND ND ND ND ND
Arsenic 3 1.8 1.8 1.7 1.5 1.5 0.94
Barium 44,000 120 78 54 83 70 76
Chromium (Total)100,000 82 73 73 150 56 130
Chromium VI 6.3 0.59 <0.56 <0.53 2.2 <0.53 0.51
Lead 800 2.8 11 11 2.6 1.2 1.8
Mercury 3.13 <0.025 <0.029 0.074 0.027 <0.024 <0.024
General Chemistry - EPA Method 9045D
pH (Standard Units)NA 8.8 5.8 5.3 6.8 8.0 7.3
NOTES:
Detections Only constituents detected above the method detection limit are reported.
ft-bgs feet below ground surface
IHSB PSRG - I Inactive Hazardous Sites Branch (IHSB) Preliminary Industrial Health Based Soil Remediation Goal (PSRG) updated October 2016.
mg/kg miligrams per kilogram
EPA Environmental Protection Agency
1.8 Bold indicates constituent was detected above the laboratory reporting limit.
<0.0023 Indicates constituent was not detected at a concentration above the laboratory reporting limit.
0.047 J J flag indicates constituent was detected above the method detection limit but below the laboratory reporting limit,
and is therefore considered an estimate.
NA not available
0.33 LL LL flag indicates that medium level analysis result was below the reporting limit.
ND Not detected.
Metals (mg/kg) - EPA Method 6010, 7471, and 7196
Constituent
Semivolatile Organic Compounds (SVOCs) (mg/kg) - EPA Method 8270
Chlorinated Herbicides (mg/kg) - EPA Method 8151
Organochlorine Pesticides (mg/kg) - EPA Method 8081
Polychlorinated Biphenyls (PCBs) (mg/kg) - EPA Method 8082
Phase II Environmental Site Assessment
Proposed Ballantyne Switch Station, Duke Energy
Page 1 of 1
January 2017
Table 3
Summary of Groundwater Analytical Results
Well ID:OW-1 OW-2S OW-2D
Sample Date:12/7/2016 12/7/2016 12/7/2016
NC 2L Standard
(µg/L)
(µg/L)(µg/L)(µg/L)
4-Isopropyltoluene 25 <0.50 0.85 <0.50
Acetone 6,000 <5.0 33 10
Chloroform 70 <0.50 <0.50 2.1
n-Propylbenzene 70 <0.50 0.84 <0.50
Tetrachloroethene 0.7 <0.50 1.2 3.8
Toluene 600 <0.50 0.89 0.99
3/4 Methylphenol 40 <10 7.1 J <11
Benzoic Acid 30,000 <100 44 J <110
Pesticides NA ND ND NS
Herbicides NA ND ND ND
Arsenic 10 <0.010 23 NS
Barium 700 1,000 1,800 NS
Chromium 10 180 210 NS
Lead 15 <0.0050 24 NS
Selenium 20 22 25 NS
Barium 700 270 230 NS
Selenium 20 75 72 NS
NOTES:
Detections Only detected compounds are listed on this table. Please refer to Laboratory Analytical
Report for further details.
NC 2L Standard NC 2L Standards are from "North Carolina Administrative Code, Title 15A: Department of
Environment and Natural Resources, Subchapter 2L - Groundwater Classifications
and Standards," DENR (Amended April 1, 2013). 2L Standards also include the
Interim Maximum Allowable Concentrations (IMACs) where applicable.
µg/L micrograms per liter
J "J" is a laboratory data qualifier used for constituents detected at estimated concentrations
above method detection limit (MDL) but below method reporting limit (MRL).
0.462 Bold indicates the constituent was detected at a level above the laboratory MRL.
462 Bold and shaded indicates that the constituent was detected above a respective standard.
NA not applicable
NS not sampled for
ND not detected
Constituent
Metals (Dissolved) - EPA Method 6010D and 7471
Organochlorine Pesticides - EPA Method 8081
Chlorinated Herbicides - EPA Method 8151
Volatile Organic Compounds (VOCs) - EPA Method 8260B
Semivolatile Organic Compounds (SVOCs) - EPA Method 8270D
Metals (Total) - EPA Method 6010 and 7471
Phase II Environmental Site Assessment
Proposed Ballantyne Switching Station, Duke Energy
Page 1 of 1
January 2017

Figures
[0 2,000
Feet
NOTES:USGS Topographic Maps -Fort Mill Quadrangle 1993Weddington Quadrangle 1988
LEGEND:
Approximate Site Boundary
Publish Date: 2017/01/26, 2:52 PM | User: ecrute
Filepath: \\Asheville1\Asheville\Projects\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Phase II ESA\Figures\GIS\Figure 1 - Site Location Map.mxd
Figure 1Site Location Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC



























[0 300
Feet
NOTES:
Orthoimagery - NC OneMap 2016Parcels - Mecklenburg County GIS2016Hydrology - NC OneMap 2007Roads - NC OneMap 2007
LEGEND:
Approximate Site Boundary
Proposed Switching Station
Hydrology
Roads
Publish Date: 2017/01/26, 2:49 PM | User: ecrute
Filepath: \\Asheville1\Asheville\Projects\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Phase II ESA\Figures\GIS\Figure 2 - Site Aerial Map.mxd
Figure 2Site Aerial Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!A
!U
!U
!U































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
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
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
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[0 75
Feet
NOTES:LEGEND:
Soil Boring Location
!U Groundwater Well Location
!A S&ME Geoprobe Boring Location and Fill Thickness
Fill Thickness Contour Line
Existing Cell Tower
Proposed Switching Station
Site Boundary
Publish Date: 2017/01/26, 2:45 PM | User: ecrute
Filepath: P:\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Phase II ESA\Figures\GIS\Figure 3 - Site Layout Map.mxd
Figure 3Site Layout Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC
Parcels - Mecklenburg County GIS 2015Orthoimagery - ESRI 2016Geoprobe boring locations and fill thickness contours from S&MESpringfield Switching Station Limited Phase II Environmental Site Assessment dated March 10,2016.Fill thickness is in feet below ground surface (ft-bgs).Sample locations are approximate.
#*(#*(
!U
!U
!U
!U
!U!U!U
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!U !U
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!A#*
E
E
E
E
^`





13838 Darington CT - No Residence
Inactive Private Drinking Water Well (Utilities, Inc.)
Water Tower
Parcel Number 22331416
12499 Danby Road
4 Public Water Wells
Public Well Type C
Parcel Number 22341399
12701 Lancaster Highway
Private Drinking Water Well - Permanent Abandoned
4 Monitoring Wells - Permanent Abandoned 2013
Parcel Number 22112101
13733 Lancaster Highway
Private Irrigation Well
Parcel Number 22364401


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
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


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
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








[0 1,500
Feet
NOTES:Parcels - Mecklenburg County GIS 2016Hydrology - NC OneMap 2007 and Mecklenburg County GIS 2016Orthoimagery - NC OneMap 2016Registered private water supply wells and public water supply well data from MecklenburgCounty Department of Groundwater and Wastewater Services."Call-out boxes" provide well information for wells within a 1/2-mile radius of the Site boundary.
LEGEND:
!U Registered Private Water Supply Wells
#*(Public Water Supply Wells
#*Irrigation Water Supply Well
!A Approximate Location of Possible Monitoring Well
^`Daycare
E Church
Mile Radius
1/2-Mile Radius
1500-FT Radius
1000-FT Radius
500-FT Radius
Site Boundary
Hydrology
Mecklenburg County Parcels
Streets
Publish Date: 2017/01/31, 4:06 PM | User: ecrute
Filepath: P:\Duke Energy\Ballantyne Switchyard Brownfield Assessment\Reports\Receptor Survey\Figure 4 - Receptor Survey Map.mxd
Figure 4Receptor Survey Map
Proposed Ballantyne Switching Station
Duke Energy
Anchor QEA of North Carolina, PLLC

Appendix A
Boring Logs and Well Construction
Records
Cuttings
SonicCone
SonicCone
SonicCone
SonicCone
0.0
0.0
0.0
0.0
0.0
Grout
100
100
80
33
ML
SP
SP
SP
SP
2.0
5.0
10.0
15.0
16.0
18.0
22.0
27.0
35.0
SILT - Light brown, little coarse sand. Dry. No odor.
SILT - Brown. Little sand. Trace cobbles. Asphalt. Dry. No odor.
SAPROLITE - Fine grained. White and black. Some orange oxidized viens.
SAPROLITE - Dark grey. Medium grained. Iron staining.
SAPROLITE - Orangish brown. Medium grained. Iron stained.
SAPROLITE - Gray. Fine grained.
SAPROLITE - Light brown. Clayey texture.
SAPROLITE - Dark grey. Medium sand texture. Moist
SAPROLITE - Light grey to dark grey. Medium to fine sandy texture.
NOTES
GROUND ELEVATION
LOGGED BY Brett Engard
DRILLING METHOD Geoprobe 8150 LS Sonic AT TIME OF DRILLING 42 bgs
AT END OF DRILLING 42 bgs
AFTER DRILLING 49.5 BTOC
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 11/28/16 COMPLETED 11/29/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

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m
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PAGE 1 OF 2
WELL NUMBER OW-1
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
SonicCone
SonicCone
SonicCone
0.0
0.0
0.0
Bentonite
Filter sand
Screen
150
100
13
36.0
40.0
42.0
44.0
47.0
48.0
57.0
BEDROCK - Black granodiorite/quartzite. Iron staining. Fractured.
SAPROLITE - Dark grey. Medium sandy texture. Some iron staining.
SAPROLITE - White and grey. Medium sandy texture.
BEDROCK - Black fractured bedrock. Some iron staining.
SAPROLITE - Black saprolite. Medium sandy texture.
SAPROLITE - Grey saprolite. Medium sand texture
BEDROCK - Black bedrock. Sub-vertical fractures. Iron staining.
Bottom of hole at 57.0 feet.
DE
P
T
H
(f
t
)
35
40
45
50
55
SA
M
P
L
E

T
Y
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E
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PAGE 2 OF 2
WELL NUMBER OW-1
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
0.7
62.5
12.5
50.6
33.5
8.2
Grout
40
100
60
60
40
67
ROCK
SM
SM
FILL
FILL
5.0
8.0
20.0
30.0
CONCRETE
SAND - Brown to grey silty sand with gravel. Organic odor.
SILT - grey sandy silt with organics.
WOODY DEBRIS - Some black sand. Grout
WOODY DEBRIS - Black and grey. With some silt sand.
NOTES
GROUND ELEVATION
LOGGED BY Adam Tripp
DRILLING METHOD Geoprobe 8140 LS AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/28/16 COMPLETED 9/28/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
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M
P
L
E

T
Y
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E
NU
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PI
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PAGE 1 OF 2
WELL NUMBER OW-2D
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
2.7
3.6
2.5
Bentonite
Filter sand
Screen
100
100
100
FILL
CL
ML
36.0
40.0
50.0
WOODY DEBRIS - Black and grey. With some silt sand. (continued)
SILTY CLAY - Brown, orange silty clay.
SAPROLITE - Grey, brown silty sand with clay (saprolite).
Bottom of hole at 50.0 feet.
DE
P
T
H
(f
t
)
35
40
45
50
SA
M
P
L
E

T
Y
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PAGE 2 OF 2
WELL NUMBER OW-2D
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
0.7
62.5
12.5
50.6
33.5
8.2
Grout
Bentonite
Filter sand
Screen
40
100
60
60
40
67
5.0
8.0
20.0
30.0
CONCRETE
SAND - Brown to grey silty sand with gravel. Organic odor
SILT - grey sandy silt with organics.
WOODY DEBRIS - Some black sand. Grout
WOODY DEBRIS - Black and grey. With some silt sand.
NOTES
GROUND ELEVATION
LOGGED BY Adam Tripp
DRILLING METHOD Geoprobe 8140 LS AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 9/28/16 COMPLETED 9/28/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
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PAGE 1 OF 2
WELL NUMBER OW-2S
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
2.7100
36.0 WOODY DEBRIS - Black and grey. With some silt sand. (continued)
Bottom of hole at 36.0 feet.
DE
P
T
H
(f
t
)
35 SA
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PAGE 2 OF 2
WELL NUMBER OW-2S
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
RE
C
O
V
E
R
Y

%
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
0.2
0.1
0.8
1.0
4.9
2.3
122.9
15.5
6.1
Grout
Backfillbentonite
chips
Filter sandScreen
Backfill sand
OH
SM
SM
FILL
ML
2.0
5.0
10.0
11.0
25.0
SILT - Light brown silt, some sand, trace of gravel. Dry.
SILTY SAND -grayish brown silty sand. MedIUM dense. Dry. No odor. No
staining.
SILTY SAND - Dark grey silty sand with wood.
BRICK FRAGMENT
SILT - Dark brown clayey silt with wood.
SAPROLITE - Fine sandy saprolite. Med hard. Dry
NOTES
GROUND ELEVATION
LOGGED BY Brett Engard
DRILLING METHOD Geoprobe 8150 CS AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE 6
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 11/28/16 COMPLETED 11/28/16
DE
P
T
H
(f
t
)
0
5
10
15
20
25
30
35
(Continued Next Page)
SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

(
p
p
m
)
PAGE 1 OF 2
WELL NUMBER OW-3
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
37.0
SAPROLITE - Fine sandy saprolite. Med hard. Dry (continued)
Bottom of hole at 37.0 feet.
DE
P
T
H
(f
t
)
35 SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

(
p
p
m
)
PAGE 2 OF 2
WELL NUMBER OW-3
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
WELL DIAGRAM
U.
S
.
C
.
S
.
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
1
2
3
1.5
0.9
7.4
300
300
5.0
15.0
CLAY - Light brown, lean clay, med dense, mod plastic moist to dry.
SAPROLITE - Dark brownish gray, dry.
.
Bottom of hole at 15.0 feet.
NOTES
GROUND ELEVATION
LOGGED BY Brett Engard
DRILLING METHOD Geoprobe 8150 CS Sonic AT TIME OF DRILLING ---
AT END OF DRILLING ---
AFTER DRILLING ---
HOLE SIZE
DRILLING CONTRACTOR SAEDACCO GROUND WATER LEVELS:
CHECKED BY
DATE STARTED 11/29/16 COMPLETED 11/29/16
DE
P
T
H
(f
t
)
0
5
10
15
SA
M
P
L
E

T
Y
P
E
NU
M
B
E
R
PI
D

(
p
p
m
)
PAGE 1 OF 1
BORING NUMBER SB-1
PROJECT LOCATION Charlotte, North Carolina
CLIENT Duke Energy PROJECT NAME (NUMBER)Ballantyne (C61290-16.01)
NORTHING, EASTING ,
GE
N
E
R
A
L

B
H

/

T
P

/

W
E
L
L

B
A
L
L
A
N
T
I
N
E
.
G
P
J

G
I
N
T

U
S
.
G
D
T

1
/
2
7
/
1
7
RE
C
O
V
E
R
Y

%
GR
A
P
H
I
C
LO
G MATERIAL DESCRIPTION
Will Keyes
4220A
SAEDACCO Inc
X
11-29-16 OW-1
13741 Lancaster Highway, Pineville, NC, 28134
United States
35.057128 -80.871770
X
X
1
57
42
6.5
sonic
37 57 2".10 schd 40 PVC
0 31 portland poured
33 57 sand 2a
see geologist log
12/2/2016
Will Keyes
4220A
SAEDACCO Inc
X
11-29-16 OW-3
13741 Lancaster Highway, Pineville, NC, 28134
United States
35.057128 -80.871770
X
X
1
26
NA
6.5
sonic
16 26 2".10 schd 40 PVC
0 12 portland poured
14 26 sand 2a
see geologist log
12/2/2016
Will Keyes
4220A
SAEDACCO Inc
X
11-29-16 OW-2
13741 Lancaster Highway Pineville, NC 28134 Meckle,
Pineville, NC, 28134
USA
35.057128 80.871770
X
X
1
50
6.5
Sonic
50 40 2in .010 sch40 PVC
35 25 2in .010 sch40 PVC
20 0 Portland CementTremie
50 38 Sand #2
36 23 Sand #2
See Geologist Log
11/29/2016

Appendix B
Monitoring Well Sampling Logs

Appendix C
Laboratory Analytical Reports
This data package contains the analytical results for the project identified above and includes a Case Narrative, Sample
Results and Chain of Custody. Unless otherwise noted, all samples were received in acceptable condition and processed
according to the referenced methods.
Data qualifiers are flagged individually on each sample. A key reference for the data qualifiers appears at the end of this case
narrative.
NC Certification No. 402
NC Drinking Water Cert No. 37735
SC Certification No. 99012
Case Narrative
12/20/2016
Altamont Environmental Inc
Adam Tripp
231 Haywood Street
Asheville, NC 28801
Project: Duke Ballantyne Switching Station
Project No.: J16120481
Lab Submittal Date: 12/07/2016
Prism Work Order: 6120143
Herbicide analysis was subcontracted to AES. Laboratory report is attached.
Narrative Notes:
Please call if you have any questions relating to this analytical report.
Respectfully,
PRISM LABORATORIES, INC.
President/Project Manager
Reviewed ByRobbi A. Jones Robbi A. Jones
President/Project Manager
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 1 of 49
Data Qualifiers Key Reference:
B Analyte is found in the associated blank at a concentration >1/2 RL.
BL MB greater than one half of the RL, but the sample concentrations are less than the RL.
CCV CCV result is above the control limits. Analyte not detected in the sample. No further action taken.
D RPD value outside of the control limits.
J Detected but below the Reporting Limit; therefore, result is an estimated concentration (CLP J-Flag).
L Parameter reported with possible low bias. LCS recovery below the QC limit.
L1 LCS recovery outside of the QC limits. LCSD recovery within the limits. No further action taken.
M Matrix spike outside of the control limits.
MI Matrix spike outside of the control limits. Matrix interference suspected.
PH pH is outside the method required range.
Method Detection LimitMDL
Below Reporting LimitBRL
Relative Percent DifferenceRPD
*Results reported to the reporting limit. All other results are reported to the MDL with values between MDL and
reporting limit indicated with a J.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 2 of 49
Sample Receipt Summary
12/20/2016
Prism Work Order: 6120143
Client Sample ID MatrixLab Sample ID Date Sampled Date Received
6120143-01 12/07/16OW-01 12/07/16Water
6120143-02 12/07/16OW-2D 12/07/16Water
6120143-03 12/07/16OW-2S 12/07/16Water
6120143-04 12/07/16Trip Blank 12/07/16Water
Samples were received in good condition at 5.5 degrees C unless otherwise noted.
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 3 of 49
Client ID ResultParameterMethod UnitsPrism ID
Prism Work Order: 6120143
12/20/2016
Summary of Detections
0.27 mg/L6120143-01 OW-01 Barium *6010D
0.075 mg/L6120143-01 OW-01 Selenium *6010D
1.0 mg/L6120143-01 OW-01 Barium *6010D
0.18 mg/L6120143-01 OW-01 Chromium *6010D
0.022 mg/L6120143-01 OW-01 Selenium *6010D
10 ug/L6120143-02 OW-2D Acetone 8260B
2.1 ug/L6120143-02 OW-2D Chloroform 8260B
3.8 ug/L6120143-02 OW-2D Tetrachloroethylene 8260B
0.99 ug/L6120143-02 OW-2D Toluene 8260B
0.23 mg/L6120143-03 OW-2S Barium *6010D
0.072 mg/L6120143-03 OW-2S Selenium *6010D
7.1 J ug/L6120143-03 OW-2S 3/4-Methylphenol 8270D
44 J ug/L6120143-03 OW-2S Benzoic Acid 8270D
0.023 mg/L6120143-03 OW-2S Arsenic *6010D
1.8 mg/L6120143-03 OW-2S Barium *6010D
0.21 mg/L6120143-03 OW-2S Chromium *6010D
0.024 mg/L6120143-03 OW-2S Lead *6010D
0.025 mg/L6120143-03 OW-2S Selenium *6010D
0.85 ug/L6120143-03 OW-2S 4-Isopropyltoluene 8260B
33 ug/L6120143-03 OW-2S Acetone 8260B
0.84 ug/L6120143-03 OW-2S n-Propylbenzene 8260B
1.2 ug/L6120143-03 OW-2S Tetrachloroethylene 8260B
0.89 ug/L6120143-03 OW-2S Toluene 8260B
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 4 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
Dissolved Metals
BRL *7470A P6L016010.00020 12/9/16 16:31 JABmg/L 0.000030Mercury
BRL *6010D P6L015610.010 12/8/16 18:34 bgmmg/L 0.0024Arsenic
0.27 *6010D P6L015610.010 12/8/16 18:34 bgmmg/L 0.0013Barium
BRL *6010D P6L015610.0010 12/8/16 18:34 bgmmg/L 0.00013Cadmium
BRL *6010D P6L015610.0050 12/8/16 18:34 bgmmg/L 0.00076Chromium
BRL *6010D P6L015610.0050 12/8/16 18:34 bgmmg/L 0.0016Lead
0.075 *6010D P6L015610.020 12/8/16 18:34 bgmmg/L 0.0044Selenium
BRL *6010D P6L015610.0050 12/8/16 18:34 bgmmg/L 0.00010Silver
Organochlorine Pesticides by GC/ECD
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.0284,4'-DDD
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.0284,4'-DDE
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.0274,4'-DDT
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.015Aldrin
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.012alpha-BHC
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.018cis-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.019beta-BHC
BRL 8081B P6L015010.50 12/9/16 17:10 JMCug/L 0.094Chlordane
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.017delta-BHC
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.022Dieldrin
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.019Endosulfan I
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.025Endosulfan II
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.027Endosulfan Sulfate
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.020Endrin
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.027Endrin Aldehyde
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.028Endrin Ketone
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.013gamma-BHC
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.019trans-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.015Heptachlor
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.018Heptachlor Epoxide
BRL 8081B P6L015010.050 12/9/16 17:10 JMCug/L 0.033Methoxychlor
BRL 8081B P6L015010.50 12/9/16 17:10 JMCug/L 0.32Toxaphene
Surrogate Recovery Control Limits
13-18653 %Decachlorobiphenyl
40-13468 %Tetrachloro-m-xylene
Semivolatile Organic Compounds by GC/MS
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.81,2,4-Trichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.61,2-Dichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.91,3-Dichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.61,4-Dichlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.61-Methylnaphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.62,4,5-Trichlorophenol
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 5 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.82,4,6-Trichlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.62,4-Dichlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 3.42,4-Dimethylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.72,4-Dinitrophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.42,4-Dinitrotoluene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.12,6-Dinitrotoluene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.72-Chloronaphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.92-Chlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.42-Methylnaphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.82-Methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.42-Nitroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.42-Nitrophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.43,3'-Dichlorobenzidine
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.53/4-Methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.43-Nitroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.44,6-Dinitro-2-methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.34-Bromophenyl phenyl ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.44-Chloro-3-methylphenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.44-Chloroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.34-Chlorophenyl phenyl ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 0.934-Nitroaniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 0.604-Nitrophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.8Acenaphthene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.0Acenaphthylene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.4Aniline
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Anthracene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.8Azobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(a)anthracene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(a)pyrene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.1Benzo(b)fluoranthene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(g,h,i)perylene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Benzo(k)fluoranthene
BRL 8270D P6L0138110012/8/16 18:29 JMVug/L 4.7Benzoic Acid
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.1Benzyl alcohol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.6bis(2-Chloroethoxy)methane
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.3Bis(2-Chloroethyl)ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.0Bis(2-chloroisopropyl)ether
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3Bis(2-Ethylhexyl)phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Butyl benzyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Chrysene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.2Dibenzo(a,h)anthracene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.8Dibenzofuran
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 3.3Diethyl phthalate
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 6 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Dimethyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Di-n-butyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3Di-n-octyl phthalate
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Fluoranthene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Fluorene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3Hexachlorobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.1Hexachlorobutadiene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Hexachlorocyclopentadiene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.7Hexachloroethane
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 3.9Indeno(1,2,3-cd)pyrene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.5Isophorone
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.6Naphthalene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.6Nitrobenzene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 2.2N-Nitroso-di-n-propylamine
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.3N-Nitrosodiphenylamine
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.2Pentachlorophenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.5Phenanthrene
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 0.98Phenol
BRL 8270D P6L013811012/8/16 18:29 JMVug/L 1.4Pyrene
Surrogate Recovery Control Limits
43-14098 %2,4,6-Tribromophenol
44-11978 %2-Fluorobiphenyl
19-11937 %2-Fluorophenol
44-12052 %Nitrobenzene-d5
11-5224 %Phenol-d5
50-13473 %Terphenyl-d14
Total Metals
BRL *7470A P6L016010.00020 12/9/16 16:31 JABmg/L 0.000030Mercury
BRL *6010D P6L016110.010 12/9/16 17:14 bgmmg/L 0.0024Arsenic
1.0 *6010D P6L016110.010 12/9/16 17:14 bgmmg/L 0.0013Barium
BRL *6010D P6L016110.0010 12/9/16 17:14 bgmmg/L 0.00013Cadmium
0.18 *6010D P6L016110.0050 12/9/16 17:14 bgmmg/L 0.00076Chromium
BRL *6010D P6L016110.0050 12/9/16 17:14 bgmmg/L 0.0016Lead
0.022 *6010D P6L016110.020 12/9/16 17:14 bgmmg/L 0.0044Selenium
BRL *6010D P6L016110.0050 12/9/16 17:14 bgmmg/L 0.00010Silver
Volatile Organic Compounds by GC/MS
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0831,1-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0511,1-Dichloropropylene
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 7 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020812.0 12/12/16 15:07 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.141,2,3-Trichloropropane
BRL 8260B P6L020811.0 12/12/16 15:07 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0504-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.0894-Isopropyltoluene
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 15:07 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 15:07 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.22Chloroethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.081Dibromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.12m,p-Xylenes
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 8 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-01
Prism Sample ID: 6120143-01
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020815.0 12/12/16 15:07 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 15:07 KDMug/L 0.078Methyl Isobutyl Ketone
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 15:07 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 15:07 KDMug/L 0.076n-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.088tert-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.098Tetrachloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 15:07 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 15:07 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-12498 %4-Bromofluorobenzene
75-12998 %Dibromofluoromethane
77-12387 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 9 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
Semivolatile Organic Compounds by GC/MS
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.01,2,4-Trichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.91,2-Dichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.21,3-Dichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.91,4-Dichlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.01-Methylnaphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.82,4,5-Trichlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.12,4,6-Trichlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.92,4-Dichlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 4.02,4-Dimethylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.12,4-Dinitrophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.72,4-Dinitrotoluene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.32,6-Dinitrotoluene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.12-Chloronaphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.22-Chlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.82-Methylnaphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.12-Methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.62-Nitroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.72-Nitrophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.63,3'-Dichlorobenzidine
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.83/4-Methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.63-Nitroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.64,6-Dinitro-2-methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.54-Bromophenyl phenyl ether
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.74-Chloro-3-methylphenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.84-Chloroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.54-Chlorophenyl phenyl ether
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.14-Nitroaniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 0.694-Nitrophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.1Acenaphthene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.3Acenaphthylene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.7Aniline
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Anthracene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.1Azobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Benzo(a)anthracene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Benzo(a)pyrene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.3Benzo(b)fluoranthene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Benzo(g,h,i)perylene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Benzo(k)fluoranthene
BRL 8270D P6L0138111012/8/16 18:06 JMVug/L 5.4Benzoic Acid
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.4Benzyl alcohol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.0bis(2-Chloroethoxy)methane
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.7Bis(2-Chloroethyl)ether
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 10 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.3Bis(2-chloroisopropyl)ether
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5Bis(2-Ethylhexyl)phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Butyl benzyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Chrysene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.4Dibenzo(a,h)anthracene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.0Dibenzofuran
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.8Diethyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.6Dimethyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.9Di-n-butyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5Di-n-octyl phthalate
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.9Fluoranthene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.9Fluorene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5Hexachlorobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.5Hexachlorobutadiene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.0Hexachlorocyclopentadiene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.0Hexachloroethane
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 4.5Indeno(1,2,3-cd)pyrene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.9Isophorone
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 3.0Naphthalene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.9Nitrobenzene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 2.5N-Nitroso-di-n-propylamine
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.5N-Nitrosodiphenylamine
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.4Pentachlorophenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Phenanthrene
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.1Phenol
BRL 8270D P6L013811112/8/16 18:06 JMVug/L 1.7Pyrene
Surrogate Recovery Control Limits
43-14095 %2,4,6-Tribromophenol
44-11973 %2-Fluorobiphenyl
19-11938 %2-Fluorophenol
44-12048 %Nitrobenzene-d5
11-5226 %Phenol-d5
50-13472 %Terphenyl-d14
Volatile Organic Compounds by GC/MS
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0831,1-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0511,1-Dichloropropylene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.141,2,3-Trichloropropane
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 11 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020811.0 12/12/16 15:58 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0504-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.0894-Isopropyltoluene
10 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 15:58 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 15:58 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.22Chloroethane
2.1 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.081Dibromochloromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.12m,p-Xylenes
BRL 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL 8260B P6L020815.0 12/12/16 15:58 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 15:58 KDMug/L 0.078Methyl Isobutyl Ketone
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 12 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2D
Prism Sample ID: 6120143-02
Prism Work Order: 6120143
Time Collected: 12/07/16 12:10
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 15:58 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 15:58 KDMug/L 0.076n-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.088tert-Butylbenzene
3.8 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.098Tetrachloroethylene
0.99 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 15:58 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 15:58 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-12498 %4-Bromofluorobenzene
75-129100 %Dibromofluoromethane
77-12388 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 13 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
Dissolved Metals
BRL *7470A P6L016010.00020 12/9/16 16:42 JABmg/L 0.000030Mercury
BRL *6010D P6L015610.010 12/8/16 18:58 bgmmg/L 0.0024Arsenic
0.23 *6010D P6L015610.010 12/8/16 18:58 bgmmg/L 0.0013Barium
BRL *6010D P6L015610.0010 12/8/16 18:58 bgmmg/L 0.00013Cadmium
BRL *6010D P6L015610.0050 12/8/16 18:58 bgmmg/L 0.00076Chromium
BRL *6010D P6L015610.0050 12/8/16 18:58 bgmmg/L 0.0016Lead
0.072 *6010D P6L015610.020 12/8/16 18:58 bgmmg/L 0.0044Selenium
BRL *6010D P6L015610.0050 12/8/16 18:58 bgmmg/L 0.00010Silver
Organochlorine Pesticides by GC/ECD
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.0284,4'-DDD
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.0284,4'-DDE
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.0274,4'-DDT
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.015Aldrin
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.012alpha-BHC
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.018cis-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.019beta-BHC
BRL 8081B P6L015010.50 12/9/16 17:45 JMCug/L 0.094Chlordane
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.017delta-BHC
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.022Dieldrin
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.019Endosulfan I
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.025Endosulfan II
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.027Endosulfan Sulfate
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.020Endrin
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.027Endrin Aldehyde
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.028Endrin Ketone
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.013gamma-BHC
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.019trans-Chlordane
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.015Heptachlor
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.018Heptachlor Epoxide
BRL 8081B P6L015010.050 12/9/16 17:45 JMCug/L 0.033Methoxychlor
BRL 8081B P6L015010.50 12/9/16 17:45 JMCug/L 0.32Toxaphene
Surrogate Recovery Control Limits
13-18651 %Decachlorobiphenyl
40-13465 %Tetrachloro-m-xylene
Semivolatile Organic Compounds by GC/MS
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.81,2,4-Trichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.61,2-Dichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.91,3-Dichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.61,4-Dichlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.61-Methylnaphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.62,4,5-Trichlorophenol
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 14 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.82,4,6-Trichlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.62,4-Dichlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 3.42,4-Dimethylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.72,4-Dinitrophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.42,4-Dinitrotoluene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.12,6-Dinitrotoluene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.72-Chloronaphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.92-Chlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.42-Methylnaphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.82-Methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.42-Nitroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.42-Nitrophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.43,3'-Dichlorobenzidine
7.1 8270D P6L013811012/9/16 20:48 JMVJug/L 1.53/4-Methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.43-Nitroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.44,6-Dinitro-2-methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.34-Bromophenyl phenyl ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.44-Chloro-3-methylphenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.44-Chloroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.34-Chlorophenyl phenyl ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 0.934-Nitroaniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 0.604-Nitrophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.8Acenaphthene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.0Acenaphthylene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.4Aniline
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Anthracene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.8Azobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(a)anthracene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(a)pyrene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.1Benzo(b)fluoranthene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(g,h,i)perylene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Benzo(k)fluoranthene
44 8270D P6L0138110012/9/16 20:48 JMVJug/L 4.7Benzoic Acid
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.1Benzyl alcohol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.6bis(2-Chloroethoxy)methane
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.3Bis(2-Chloroethyl)ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.0Bis(2-chloroisopropyl)ether
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3Bis(2-Ethylhexyl)phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Butyl benzyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Chrysene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.2Dibenzo(a,h)anthracene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.8Dibenzofuran
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 3.3Diethyl phthalate
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 15 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Dimethyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Di-n-butyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3Di-n-octyl phthalate
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Fluoranthene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Fluorene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3Hexachlorobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.1Hexachlorobutadiene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Hexachlorocyclopentadiene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.7Hexachloroethane
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 3.9Indeno(1,2,3-cd)pyrene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.5Isophorone
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.6Naphthalene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.6Nitrobenzene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 2.2N-Nitroso-di-n-propylamine
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.3N-Nitrosodiphenylamine
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.2Pentachlorophenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.5Phenanthrene
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 0.98Phenol
BRL 8270D P6L013811012/9/16 20:48 JMVug/L 1.4Pyrene
Surrogate Recovery Control Limits
43-14073 %2,4,6-Tribromophenol
44-11970 %2-Fluorobiphenyl
19-11944 %2-Fluorophenol
44-12065 %Nitrobenzene-d5
11-5231 %Phenol-d5
50-13465 %Terphenyl-d14
Total Metals
BRL *7470A P6L016010.00020 12/9/16 16:42 JABmg/L 0.000030Mercury
0.023 *6010D P6L016110.010 12/9/16 17:23 bgmmg/L 0.0024Arsenic
1.8 *6010D P6L016110.010 12/9/16 17:23 bgmmg/L 0.0013Barium
BRL *6010D P6L016110.0010 12/9/16 17:23 bgmmg/L 0.00013Cadmium
0.21 *6010D P6L016110.0050 12/9/16 17:23 bgmmg/L 0.00076Chromium
0.024 *6010D P6L016110.0050 12/9/16 17:23 bgmmg/L 0.0016Lead
0.025 *6010D P6L016110.020 12/9/16 17:23 bgmmg/L 0.0044Selenium
BRL *6010D P6L016110.0050 12/9/16 17:23 bgmmg/L 0.00010Silver
Volatile Organic Compounds by GC/MS
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0831,1-Dichloroethylene
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 16 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0511,1-Dichloropropylene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.141,2,3-Trichloropropane
BRL 8260B P6L020811.0 12/12/16 16:24 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0504-Chlorotoluene
0.85 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.0894-Isopropyltoluene
33 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 16:24 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 16:24 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.22Chloroethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.081Dibromochloromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.12m,p-Xylenes
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 17 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: OW-2S
Prism Sample ID: 6120143-03
Prism Work Order: 6120143
Time Collected: 12/07/16 11:20
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL 8260B P6L020815.0 12/12/16 16:24 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 16:24 KDMug/L 0.078Methyl Isobutyl Ketone
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 16:24 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 16:24 KDMug/L 0.076n-Butylbenzene
0.84 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.088tert-Butylbenzene
1.2 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.098Tetrachloroethylene
0.89 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 16:24 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 16:24 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-124101 %4-Bromofluorobenzene
75-12999 %Dibromofluoromethane
77-12388 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 18 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: Trip Blank
Prism Sample ID: 6120143-04
Prism Work Order: 6120143
Time Collected: 12/07/16 00:00
Time Submitted: 12/07/16 13:45
J16120481
Volatile Organic Compounds by GC/MS PH
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.111,1,1,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0611,1,1-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0361,1,2,2-Tetrachloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0661,1,2-Trichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0831,1-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0831,1-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0511,1-Dichloropropylene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMCCVug/L 0.401,2,3-Trichlorobenzene
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.141,2,3-Trichloropropane
BRL 8260B P6L020811.0 12/12/16 13:50 KDMCCVug/L 0.131,2,4-Trichlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0541,2,4-Trimethylbenzene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.171,2-Dibromo-3-chloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0511,2-Dibromoethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0761,2-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0661,2-Dichloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.111,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0761,3,5-Trimethylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0541,3-Dichlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0431,3-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0501,4-Dichlorobenzene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.112,2-Dichloropropane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0662-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0504-Chlorotoluene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.0894-Isopropyltoluene
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.31Acetone
BRL 8260B P6L020812012/12/16 13:50 KDMug/L 0.20Acrolein
BRL 8260B P6L020812012/12/16 13:50 KDMug/L 0.20Acrylonitrile
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.048Benzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.057Bromobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.14Bromochloromethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.062Bromodichloromethane
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.040Bromoform
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.18Bromomethane
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.075Carbon disulfide
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.11Carbon Tetrachloride
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.062Chlorobenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.22Chloroethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.076Chloroform
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.079Chloromethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.056cis-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.079cis-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.081Dibromochloromethane
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 19 of 49
Laboratory Report
12/20/2016
ResultParameter Batch
ID
Report
Limit
Analysis
Date/Time
MethodDilution
Factor
Units MDL Analyst
231 Haywood Street Project No.:
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Sample Matrix: Water
Client Sample ID: Trip Blank
Prism Sample ID: 6120143-04
Prism Work Order: 6120143
Time Collected: 12/07/16 00:00
Time Submitted: 12/07/16 13:45
J16120481
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.065Dibromomethane
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.11Dichlorodifluoromethane
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.061Ethylbenzene
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.16Hexachlorobutadiene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.050Isopropyl Ether
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.054Isopropylbenzene (Cumene)
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.12m,p-Xylenes
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.065Methyl Butyl Ketone (2-Hexanone)
BRL 8260B P6L020815.0 12/12/16 13:50 KDMCCVug/L 0.24Methyl Ethyl Ketone (2-Butanone)
BRL 8260B P6L020815.0 12/12/16 13:50 KDMug/L 0.078Methyl Isobutyl Ketone
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.083Methylene Chloride
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.042Methyl-tert-Butyl Ether
BRL 8260B P6L020811.0 12/12/16 13:50 KDMCCVug/L 0.19Naphthalene
BRL 8260B P6L020811.0 12/12/16 13:50 KDMug/L 0.076n-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.087n-Propylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.044o-Xylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.076sec-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.047Styrene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.088tert-Butylbenzene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.098Tetrachloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.044Toluene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.094trans-1,2-Dichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.070trans-1,3-Dichloropropylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.078Trichloroethylene
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.062Trichlorofluoromethane
BRL 8260B P6L020812.0 12/12/16 13:50 KDMug/L 0.060Vinyl acetate
BRL 8260B P6L020810.50 12/12/16 13:50 KDMug/L 0.097Vinyl chloride
Surrogate Recovery Control Limits
80-124101 %4-Bromofluorobenzene
75-12999 %Dibromofluoromethane
77-12390 %Toluene-d8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 20 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
Blank (P6L0208-BLK1)Prepared & Analyzed: 12/12/16
1,1,1,2-Tetrachloroethane ug/LBRL0.50
1,1,1-Trichloroethane ug/LBRL0.50
1,1,2,2-Tetrachloroethane ug/LBRL0.50
1,1,2-Trichloroethane ug/LBRL0.50
1,1-Dichloroethane ug/LBRL0.50
1,1-Dichloroethylene ug/LBRL0.50
1,1-Dichloropropylene ug/LBRL0.50
1,2,3-Trichlorobenzene ug/LBRL2.0
1,2,3-Trichloropropane ug/LBRL1.0
1,2,4-Trichlorobenzene ug/LBRL1.0
1,2,4-Trimethylbenzene ug/LBRL0.50
1,2-Dibromo-3-chloropropane ug/LBRL2.0
1,2-Dibromoethane ug/LBRL0.50
1,2-Dichlorobenzene ug/LBRL0.50
1,2-Dichloroethane ug/LBRL0.50
1,2-Dichloropropane ug/LBRL0.50
1,3,5-Trimethylbenzene ug/LBRL0.50
1,3-Dichlorobenzene ug/LBRL0.50
1,3-Dichloropropane ug/LBRL0.50
1,4-Dichlorobenzene ug/LBRL0.50
2,2-Dichloropropane ug/LBRL2.0
2-Chlorotoluene ug/LBRL0.50
4-Chlorotoluene ug/LBRL0.50
4-Isopropyltoluene ug/LBRL0.50
Acetone ug/LBRL5.0
Acrolein ug/LBRL20
Acrylonitrile ug/LBRL20
Benzene ug/LBRL0.50
Bromobenzene ug/LBRL0.50
Bromochloromethane ug/LBRL0.50
Bromodichloromethane ug/LBRL0.50
Bromoform ug/LBRL1.0
Bromomethane ug/LBRL1.0
Carbon disulfide ug/LBRL5.0
Carbon Tetrachloride ug/LBRL0.50
Chlorobenzene ug/LBRL0.50
Chloroethane ug/LBRL0.50
Chloroform ug/LBRL0.50
Chloromethane ug/LBRL0.50
cis-1,2-Dichloroethylene ug/LBRL0.50
cis-1,3-Dichloropropylene ug/LBRL0.50
Dibromochloromethane ug/LBRL0.50
Dibromomethane ug/LBRL0.50
Dichlorodifluoromethane ug/LBRL1.0
Ethylbenzene ug/LBRL0.50
Hexachlorobutadiene ug/LBRL2.0
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 21 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
Blank (P6L0208-BLK1)Prepared & Analyzed: 12/12/16
Isopropyl Ether ug/LBRL0.50
Isopropylbenzene (Cumene)ug/LBRL0.50
m,p-Xylenes ug/LBRL1.0
Methyl Butyl Ketone (2-Hexanone)ug/LBRL5.0
Methyl Ethyl Ketone (2-Butanone)ug/LBRL5.0
Methyl Isobutyl Ketone ug/LBRL5.0
Methylene Chloride ug/LBRL1.0
Methyl-tert-Butyl Ether ug/LBRL0.50
Naphthalene ug/LBRL1.0
n-Butylbenzene ug/LBRL1.0
n-Propylbenzene ug/LBRL0.50
o-Xylene ug/LBRL0.50
sec-Butylbenzene ug/LBRL0.50
Styrene ug/LBRL0.50
tert-Butylbenzene ug/LBRL0.50
Tetrachloroethylene ug/LBRL0.50
Toluene ug/LBRL0.50
trans-1,2-Dichloroethylene ug/LBRL0.50
trans-1,3-Dichloropropylene ug/LBRL0.50
Trichloroethylene ug/LBRL0.50
Trichlorofluoromethane ug/LBRL0.50
Vinyl acetate ug/LBRL2.0
Vinyl chloride ug/LBRL0.50
ug/L 50.00 80-124Surrogate: 4-Bromofluorobenzene 10050.1
ug/L 50.00 75-129Surrogate: Dibromofluoromethane 9748.5
ug/L 50.00 77-123Surrogate: Toluene-d8 9044.9
LCS (P6L0208-BS1)Prepared & Analyzed: 12/12/16
1,1,1,2-Tetrachloroethane ug/L21.6 0.50 20.00 79-134108
1,1,1-Trichloroethane ug/L24.2 0.50 20.00 75-136121
1,1,2,2-Tetrachloroethane ug/L20.8 0.50 20.00 62-127104
1,1,2-Trichloroethane ug/L25.1 0.50 20.00 70-140125
1,1-Dichloroethane ug/L22.9 0.50 20.00 78-130114
1,1-Dichloroethylene ug/L24.4 0.50 20.00 70-154122
1,1-Dichloropropylene ug/L25.2 0.50 20.00 71-136126
1,2,3-Trichlorobenzene ug/L28.9 2.0 20.00 L158-144145
1,2,3-Trichloropropane ug/L20.8 1.0 20.00 71-127104
1,2,4-Trichlorobenzene ug/L28.1 1.0 20.00 L166-139140
1,2,4-Trimethylbenzene ug/L20.1 0.50 20.00 75-133100
1,2-Dibromo-3-chloropropane ug/L22.9 2.0 20.00 63-134114
1,2-Dibromoethane ug/L23.1 0.50 20.00 77-135116
1,2-Dichlorobenzene ug/L20.9 0.50 20.00 78-128104
1,2-Dichloroethane ug/L24.0 0.50 20.00 68-131120
1,2-Dichloropropane ug/L24.1 0.50 20.00 77-130120
1,3,5-Trimethylbenzene ug/L19.8 0.50 20.00 75-13199
1,3-Dichlorobenzene ug/L20.4 0.50 20.00 77-125102
1,3-Dichloropropane ug/L22.0 0.50 20.00 76-132110
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 22 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
LCS (P6L0208-BS1)Prepared & Analyzed: 12/12/16
1,4-Dichlorobenzene ug/L20.1 0.50 20.00 75-126101
2,2-Dichloropropane ug/L25.1 2.0 20.00 29-149126
2-Chlorotoluene ug/L20.0 0.50 20.00 74-126100
4-Chlorotoluene ug/L20.2 0.50 20.00 78-129101
4-Isopropyltoluene ug/L20.3 0.50 20.00 69-132101
Acetone ug/L57.3 5.0 40.00 40-166143
Acrolein ug/L50.2 20 40.00 70-130125
Acrylonitrile ug/L53.2 20 40.00 L181-127133
Benzene ug/L23.4 0.50 20.00 77-128117
Bromobenzene ug/L19.7 0.50 20.00 78-12999
Bromochloromethane ug/L24.9 0.50 20.00 78-135124
Bromodichloromethane ug/L24.4 0.50 20.00 76-138122
Bromoform ug/L21.8 1.0 20.00 71-135109
Bromomethane ug/L20.3 1.0 20.00 41-168102
Carbon disulfide ug/L26.0 5.0 20.00 59-135130
Carbon Tetrachloride ug/L23.4 0.50 20.00 72-142117
Chlorobenzene ug/L21.4 0.50 20.00 78-119107
Chloroethane ug/L24.4 0.50 20.00 57-142122
Chloroform ug/L22.5 0.50 20.00 77-130112
Chloromethane ug/L22.8 0.50 20.00 47-145114
cis-1,2-Dichloroethylene ug/L23.8 0.50 20.00 76-141119
cis-1,3-Dichloropropylene ug/L25.2 0.50 20.00 65-140126
Dibromochloromethane ug/L22.0 0.50 20.00 75-134110
Dibromomethane ug/L24.7 0.50 20.00 76-138124
Dichlorodifluoromethane ug/L22.2 1.0 20.00 28-163111
Ethylbenzene ug/L21.3 0.50 20.00 80-127107
Hexachlorobutadiene ug/L23.3 2.0 20.00 61-134116
Isopropyl Ether ug/L22.5 0.50 20.00 60-154113
Isopropylbenzene (Cumene)ug/L19.7 0.50 20.00 70-13099
m,p-Xylenes ug/L42.6 1.0 40.00 77-133106
Methyl Butyl Ketone (2-Hexanone)ug/L25.0 5.0 20.00 64-137125
Methyl Ethyl Ketone (2-Butanone)ug/L26.8 5.0 20.00 71-134134
Methyl Isobutyl Ketone ug/L26.6 5.0 20.00 69-134133
Methylene Chloride ug/L23.2 1.0 20.00 73-131116
Methyl-tert-Butyl Ether ug/L24.4 0.50 20.00 68-135122
Naphthalene ug/L30.2 1.0 20.00 L164-136151
n-Butylbenzene ug/L20.7 1.0 20.00 68-134104
n-Propylbenzene ug/L19.7 0.50 20.00 72-13298
o-Xylene ug/L21.4 0.50 20.00 78-128107
sec-Butylbenzene ug/L20.4 0.50 20.00 71-131102
Styrene ug/L22.6 0.50 20.00 78-129113
tert-Butylbenzene ug/L19.8 0.50 20.00 70-13299
Tetrachloroethylene ug/L21.3 0.50 20.00 80-129106
Toluene ug/L23.5 0.50 20.00 76-131117
trans-1,2-Dichloroethylene ug/L24.1 0.50 20.00 76-135120
trans-1,3-Dichloropropylene ug/L25.1 0.50 20.00 67-140125
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 23 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
LCS (P6L0208-BS1)Prepared & Analyzed: 12/12/16
Trichloroethylene ug/L23.8 0.50 20.00 77-133119
Trichlorofluoromethane ug/L24.7 0.50 20.00 62-148124
Vinyl acetate ug/L25.5 2.0 20.00 34-167127
Vinyl chloride ug/L25.2 0.50 20.00 57-141126
ug/L 50.00 80-124Surrogate: 4-Bromofluorobenzene 9848.8
ug/L 50.00 75-129Surrogate: Dibromofluoromethane 9447.2
ug/L 50.00 77-123Surrogate: Toluene-d8 9044.8
LCS Dup (P6L0208-BSD1)Prepared & Analyzed: 12/12/16
1,1,1,2-Tetrachloroethane ug/L21.5 0.50 20.00 2079-134107 0.7
1,1,1-Trichloroethane ug/L23.8 0.50 20.00 2075-136119 2
1,1,2,2-Tetrachloroethane ug/L19.7 0.50 20.00 2062-12799 5
1,1,2-Trichloroethane ug/L24.4 0.50 20.00 2070-140122 3
1,1-Dichloroethane ug/L22.8 0.50 20.00 2078-130114 0.2
1,1-Dichloroethylene ug/L23.8 0.50 20.00 2070-154119 2
1,1-Dichloropropylene ug/L24.8 0.50 20.00 2071-136124 1
1,2,3-Trichlorobenzene ug/L27.0 2.0 20.00 2058-144135 7
1,2,3-Trichloropropane ug/L19.3 1.0 20.00 2071-12797 7
1,2,4-Trichlorobenzene ug/L24.3 1.0 20.00 2066-139122 14
1,2,4-Trimethylbenzene ug/L19.6 0.50 20.00 2075-13398 2
1,2-Dibromo-3-chloropropane ug/L20.4 2.0 20.00 2063-134102 11
1,2-Dibromoethane ug/L22.4 0.50 20.00 2077-135112 3
1,2-Dichlorobenzene ug/L19.9 0.50 20.00 2078-128100 5
1,2-Dichloroethane ug/L23.7 0.50 20.00 2068-131119 0.9
1,2-Dichloropropane ug/L23.8 0.50 20.00 2077-130119 1
1,3,5-Trimethylbenzene ug/L19.3 0.50 20.00 2075-13196 3
1,3-Dichlorobenzene ug/L19.6 0.50 20.00 2077-12598 4
1,3-Dichloropropane ug/L21.8 0.50 20.00 2076-132109 0.9
1,4-Dichlorobenzene ug/L19.5 0.50 20.00 2075-12697 3
2,2-Dichloropropane ug/L24.0 2.0 20.00 2029-149120 4
2-Chlorotoluene ug/L19.5 0.50 20.00 2074-12697 3
4-Chlorotoluene ug/L19.8 0.50 20.00 2078-12999 2
4-Isopropyltoluene ug/L19.7 0.50 20.00 2069-13298 3
Acetone ug/L51.1 5.0 40.00 2040-166128 12
Acrolein ug/L46.9 20 40.00 2070-130117 7
Acrylonitrile ug/L49.9 20 40.00 2081-127125 6
Benzene ug/L23.2 0.50 20.00 2077-128116 0.8
Bromobenzene ug/L19.2 0.50 20.00 2078-12996 3
Bromochloromethane ug/L24.3 0.50 20.00 2078-135122 2
Bromodichloromethane ug/L23.8 0.50 20.00 2076-138119 2
Bromoform ug/L20.8 1.0 20.00 2071-135104 5
Bromomethane ug/L21.2 1.0 20.00 2041-168106 4
Carbon disulfide ug/L25.5 5.0 20.00 2059-135128 2
Carbon Tetrachloride ug/L23.2 0.50 20.00 2072-142116 0.9
Chlorobenzene ug/L21.1 0.50 20.00 2078-119106 2
Chloroethane ug/L24.0 0.50 20.00 2057-142120 2
Chloroform ug/L22.2 0.50 20.00 2077-130111 1
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 24 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
Batch P6L0208 - 5030B
LCS Dup (P6L0208-BSD1)Prepared & Analyzed: 12/12/16
Chloromethane ug/L23.0 0.50 20.00 2047-145115 1
cis-1,2-Dichloroethylene ug/L23.3 0.50 20.00 2076-141117 2
cis-1,3-Dichloropropylene ug/L24.8 0.50 20.00 2065-140124 2
Dibromochloromethane ug/L21.5 0.50 20.00 2075-134107 3
Dibromomethane ug/L24.1 0.50 20.00 2076-138121 2
Dichlorodifluoromethane ug/L22.0 1.0 20.00 2028-163110 0.7
Ethylbenzene ug/L20.9 0.50 20.00 2080-127105 2
Hexachlorobutadiene ug/L21.7 2.0 20.00 2061-134108 7
Isopropyl Ether ug/L22.0 0.50 20.00 2060-154110 2
Isopropylbenzene (Cumene)ug/L19.3 0.50 20.00 2070-13096 2
m,p-Xylenes ug/L41.6 1.0 40.00 2077-133104 2
Methyl Butyl Ketone (2-Hexanone)ug/L23.4 5.0 20.00 2064-137117 7
Methyl Ethyl Ketone (2-Butanone)ug/L24.3 5.0 20.00 2071-134122 9
Methyl Isobutyl Ketone ug/L24.9 5.0 20.00 2069-134125 6
Methylene Chloride ug/L22.8 1.0 20.00 2073-131114 2
Methyl-tert-Butyl Ether ug/L23.9 0.50 20.00 2068-135119 2
Naphthalene ug/L25.7 1.0 20.00 2064-136128 16
n-Butylbenzene ug/L20.2 1.0 20.00 2068-134101 3
n-Propylbenzene ug/L19.1 0.50 20.00 2072-13296 3
o-Xylene ug/L21.0 0.50 20.00 2078-128105 2
sec-Butylbenzene ug/L19.8 0.50 20.00 2071-13199 3
Styrene ug/L22.3 0.50 20.00 2078-129112 1
tert-Butylbenzene ug/L19.2 0.50 20.00 2070-13296 3
Tetrachloroethylene ug/L20.6 0.50 20.00 2080-129103 3
Toluene ug/L23.3 0.50 20.00 2076-131117 0.6
trans-1,2-Dichloroethylene ug/L23.5 0.50 20.00 2076-135118 2
trans-1,3-Dichloropropylene ug/L24.8 0.50 20.00 2067-140124 0.9
Trichloroethylene ug/L23.4 0.50 20.00 2077-133117 2
Trichlorofluoromethane ug/L24.5 0.50 20.00 2062-148122 1
Vinyl acetate ug/L24.4 2.0 20.00 2034-167122 4
Vinyl chloride ug/L24.7 0.50 20.00 2057-141124 2
ug/L 50.00 80-124Surrogate: 4-Bromofluorobenzene 9748.6
ug/L 50.00 75-129Surrogate: Dibromofluoromethane 9446.8
ug/L 50.00 77-123Surrogate: Toluene-d8 9044.8
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 25 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
Blank (P6L0138-BLK1)Prepared & Analyzed: 12/08/16
1,2,4-Trichlorobenzene ug/LBRL10
1,2-Dichlorobenzene ug/LBRL10
1,3-Dichlorobenzene ug/LBRL10
1,4-Dichlorobenzene ug/LBRL10
1-Methylnaphthalene ug/LBRL10
2,4,5-Trichlorophenol ug/LBRL10
2,4,6-Trichlorophenol ug/LBRL10
2,4-Dichlorophenol ug/LBRL10
2,4-Dimethylphenol ug/LBRL10
2,4-Dinitrophenol ug/LBRL10
2,4-Dinitrotoluene ug/LBRL10
2,6-Dinitrotoluene ug/LBRL10
2-Chloronaphthalene ug/LBRL10
2-Chlorophenol ug/LBRL10
2-Methylnaphthalene ug/LBRL10
2-Methylphenol ug/LBRL10
2-Nitroaniline ug/LBRL10
2-Nitrophenol ug/LBRL10
3,3'-Dichlorobenzidine ug/LBRL10
3/4-Methylphenol ug/LBRL10
3-Nitroaniline ug/LBRL10
4,6-Dinitro-2-methylphenol ug/LBRL10
4-Bromophenyl phenyl ether ug/LBRL10
4-Chloro-3-methylphenol ug/LBRL10
4-Chloroaniline ug/LBRL10
4-Chlorophenyl phenyl ether ug/LBRL10
4-Nitroaniline ug/LBRL10
4-Nitrophenol ug/LBRL10
Acenaphthene ug/LBRL10
Acenaphthylene ug/LBRL10
Aniline ug/LBRL10
Anthracene ug/LBRL10
Azobenzene ug/LBRL10
Benzo(a)anthracene ug/LBRL10
Benzo(a)pyrene ug/LBRL10
Benzo(b)fluoranthene ug/LBRL10
Benzo(g,h,i)perylene ug/LBRL10
Benzo(k)fluoranthene ug/LBRL10
Benzoic Acid ug/LBRL100
Benzyl alcohol ug/LBRL10
bis(2-Chloroethoxy)methane ug/LBRL10
Bis(2-Chloroethyl)ether ug/LBRL10
Bis(2-chloroisopropyl)ether ug/LBRL10
Bis(2-Ethylhexyl)phthalate ug/LBRL10
Butyl benzyl phthalate ug/LBRL10
Chrysene ug/LBRL10
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 26 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
Blank (P6L0138-BLK1)Prepared & Analyzed: 12/08/16
Dibenzo(a,h)anthracene ug/LBRL10
Dibenzofuran ug/LBRL10
Diethyl phthalate ug/LBRL10
Dimethyl phthalate ug/LBRL10
Di-n-butyl phthalate ug/LBRL10
Di-n-octyl phthalate ug/LBRL10
Fluoranthene ug/LBRL10
Fluorene ug/LBRL10
Hexachlorobenzene ug/LBRL10
Hexachlorobutadiene ug/LBRL10
Hexachlorocyclopentadiene ug/LBRL10
Hexachloroethane ug/LBRL10
Indeno(1,2,3-cd)pyrene ug/LBRL10
Isophorone ug/LBRL10
Naphthalene ug/LBRL10
Nitrobenzene ug/LBRL10
N-Nitroso-di-n-propylamine ug/LBRL10
N-Nitrosodiphenylamine ug/LBRL10
Pentachlorophenol ug/LBRL10
Phenanthrene ug/LBRL10
Phenol ug/LBRL10
Pyrene ug/LBRL10
ug/L 100.0 43-140Surrogate: 2,4,6-Tribromophenol 6564.7
ug/L 50.00 44-119Surrogate: 2-Fluorobiphenyl 6432.1
ug/L 100.0 19-119Surrogate: 2-Fluorophenol 4039.6
ug/L 50.00 44-120Surrogate: Nitrobenzene-d5 6331.3
ug/L 100.0 11-52Surrogate: Phenol-d5 2525.0
ug/L 50.00 50-134Surrogate: Terphenyl-d14 7035.0
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 27 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS (P6L0138-BS1)Prepared & Analyzed: 12/08/16
1,2,4-Trichlorobenzene ug/L27.2 10 50.00 29-12654
1,2-Dichlorobenzene ug/L28.5 10 50.00 32-11157
1,3-Dichlorobenzene ug/L28.0 10 50.00 28-11056
1,4-Dichlorobenzene ug/L28.4 10 50.00 29-11257
1-Methylnaphthalene ug/L30.7 10 50.00 41-11961
2,4,5-Trichlorophenol ug/L35.2 10 50.00 53-12370
2,4,6-Trichlorophenol ug/L32.6 10 50.00 50-12565
2,4-Dichlorophenol ug/L30.1 10 50.00 47-12160
2,4-Dimethylphenol ug/L34.3 10 50.00 31-12469
2,4-Dinitrophenol ug/L13.0 10 50.00 23-14326
2,4-Dinitrotoluene ug/L36.4 10 50.00 57-12873
2,6-Dinitrotoluene ug/L36.6 10 50.00 57-12473
2-Chloronaphthalene ug/L39.4 10 50.00 40-11679
2-Chlorophenol ug/L32.0 10 50.00 38-11764
2-Methylnaphthalene ug/L30.4 10 50.00 40-12161
2-Methylphenol ug/L28.5 10 50.00 30-11757
2-Nitroaniline ug/L32.9 10 50.00 55-12766
2-Nitrophenol ug/L30.5 10 50.00 47-12361
3,3'-Dichlorobenzidine ug/L36.8 10 50.00 27-12974
3/4-Methylphenol ug/L25.9 10 50.00 29-11052
3-Nitroaniline ug/L31.5 10 50.00 41-12863
4,6-Dinitro-2-methylphenol ug/L17.9 10 50.00 L144-13736
4-Bromophenyl phenyl ether ug/L35.7 10 50.00 55-12471
4-Chloro-3-methylphenol ug/L32.1 10 50.00 52-11964
4-Chloroaniline ug/L29.1 10 50.00 33-11758
4-Chlorophenyl phenyl ether ug/L35.6 10 50.00 53-12171
4-Nitroaniline ug/L29.6 10 50.00 45-13559
4-Nitrophenol ug/L12.6 10 50.00 10-7725
Acenaphthene ug/L34.2 10 50.00 47-12268
Acenaphthylene ug/L34.8 10 50.00 41-13070
Aniline ug/L39.6 10 50.00 12-19779
Anthracene ug/L37.1 10 50.00 57-12374
Azobenzene ug/L38.4 10 50.00 61-11677
Benzo(a)anthracene ug/L37.7 10 50.00 58-12575
Benzo(a)pyrene ug/L37.5 10 50.00 54-12875
Benzo(b)fluoranthene ug/L37.2 10 50.00 53-13174
Benzo(g,h,i)perylene ug/L36.6 10 50.00 50-13473
Benzo(k)fluoranthene ug/L37.5 10 50.00 57-12975
Benzoic Acid ug/LBRL100 50.00 L10-125
Benzyl alcohol ug/L27.2 10 50.00 31-11254
bis(2-Chloroethoxy)methane ug/L29.8 10 50.00 48-12060
Bis(2-Chloroethyl)ether ug/L30.3 10 50.00 43-11861
Bis(2-chloroisopropyl)ether ug/L30.9 10 50.00 37-13062
Bis(2-Ethylhexyl)phthalate ug/L38.6 10 50.00 55-13577
Butyl benzyl phthalate ug/L36.5 10 50.00 53-13473
Chrysene ug/L39.2 10 50.00 59-12378
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 28 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS (P6L0138-BS1)Prepared & Analyzed: 12/08/16
Dibenzo(a,h)anthracene ug/L37.0 10 50.00 51-13474
Dibenzofuran ug/L38.3 10 50.00 53-11877
Diethyl phthalate ug/L38.6 10 50.00 56-12577
Dimethyl phthalate ug/L38.3 10 50.00 45-12777
Di-n-butyl phthalate ug/L38.2 10 50.00 59-12776
Di-n-octyl phthalate ug/L38.9 10 50.00 51-14078
Fluoranthene ug/L36.5 10 50.00 57-12873
Fluorene ug/L37.1 10 50.00 52-12474
Hexachlorobenzene ug/L35.5 10 50.00 53-12571
Hexachlorobutadiene ug/L26.4 10 50.00 22-12453
Hexachlorocyclopentadiene ug/L29.9 10 50.00 32-11760
Hexachloroethane ug/L27.3 10 50.00 21-11555
Indeno(1,2,3-cd)pyrene ug/L36.0 10 50.00 52-13472
Isophorone ug/L32.5 10 50.00 42-12465
Naphthalene ug/L28.7 10 50.00 40-12157
Nitrobenzene ug/L31.4 10 50.00 45-12163
N-Nitroso-di-n-propylamine ug/L32.3 10 50.00 49-11965
N-Nitrosodiphenylamine ug/L36.5 10 50.00 51-12373
Pentachlorophenol ug/L18.7 10 50.00 35-13837
Phenanthrene ug/L36.8 10 50.00 59-12074
Phenol ug/L13.1 10 50.00 12-5826
Pyrene ug/L36.7 10 50.00 57-12673
ug/L 100.0 43-140Surrogate: 2,4,6-Tribromophenol 7170.8
ug/L 50.00 44-119Surrogate: 2-Fluorobiphenyl 7537.6
ug/L 100.0 19-119Surrogate: 2-Fluorophenol 4343.5
ug/L 50.00 44-120Surrogate: Nitrobenzene-d5 6431.8
ug/L 100.0 11-52Surrogate: Phenol-d5 2727.0
ug/L 50.00 50-134Surrogate: Terphenyl-d14 7336.4
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 29 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS Dup (P6L0138-BSD1)Prepared & Analyzed: 12/08/16
1,2,4-Trichlorobenzene ug/L30.7 10 50.00 2029-12661 12
1,2-Dichlorobenzene ug/L31.4 10 50.00 2032-11163 10
1,3-Dichlorobenzene ug/L30.7 10 50.00 2028-11061 9
1,4-Dichlorobenzene ug/L31.5 10 50.00 2029-11263 10
1-Methylnaphthalene ug/L33.6 10 50.00 2041-11967 9
2,4,5-Trichlorophenol ug/L39.1 10 50.00 2053-12378 11
2,4,6-Trichlorophenol ug/L38.2 10 50.00 2050-12576 16
2,4-Dichlorophenol ug/L33.4 10 50.00 2047-12167 10
2,4-Dimethylphenol ug/L37.5 10 50.00 2031-12475 9
2,4-Dinitrophenol ug/L22.2 10 50.00 20 D23-14344 52
2,4-Dinitrotoluene ug/L41.3 10 50.00 2057-12883 12
2,6-Dinitrotoluene ug/L41.4 10 50.00 2057-12483 12
2-Chloronaphthalene ug/L42.8 10 50.00 2040-11686 8
2-Chlorophenol ug/L35.2 10 50.00 2038-11770 10
2-Methylnaphthalene ug/L33.3 10 50.00 2040-12167 9
2-Methylphenol ug/L30.9 10 50.00 2030-11762 8
2-Nitroaniline ug/L36.3 10 50.00 2055-12773 10
2-Nitrophenol ug/L33.8 10 50.00 2047-12368 10
3,3'-Dichlorobenzidine ug/L40.5 10 50.00 2027-12981 9
3/4-Methylphenol ug/L28.4 10 50.00 2029-11057 9
3-Nitroaniline ug/L34.8 10 50.00 2041-12870 10
4,6-Dinitro-2-methylphenol ug/L30.5 10 50.00 20 D44-13761 52
4-Bromophenyl phenyl ether ug/L40.2 10 50.00 2055-12480 12
4-Chloro-3-methylphenol ug/L35.0 10 50.00 2052-11970 9
4-Chloroaniline ug/L31.2 10 50.00 2033-11762 7
4-Chlorophenyl phenyl ether ug/L40.0 10 50.00 2053-12180 12
4-Nitroaniline ug/L32.0 10 50.00 2045-13564 8
4-Nitrophenol ug/L14.7 10 50.00 2010-7729 16
Acenaphthene ug/L38.2 10 50.00 2047-12276 11
Acenaphthylene ug/L37.9 10 50.00 2041-13076 8
Aniline ug/L40.4 10 50.00 2012-19781 2
Anthracene ug/L41.0 10 50.00 2057-12382 10
Azobenzene ug/L42.1 10 50.00 2061-11684 9
Benzo(a)anthracene ug/L41.5 10 50.00 2058-12583 10
Benzo(a)pyrene ug/L41.8 10 50.00 2054-12884 11
Benzo(b)fluoranthene ug/L41.6 10 50.00 2053-13183 11
Benzo(g,h,i)perylene ug/L40.8 10 50.00 2050-13482 11
Benzo(k)fluoranthene ug/L41.8 10 50.00 2057-12984 11
Benzoic Acid ug/LBRL100 50.00 20 L10-125
Benzyl alcohol ug/L30.0 10 50.00 2031-11260 10
bis(2-Chloroethoxy)methane ug/L33.2 10 50.00 2048-12066 11
Bis(2-Chloroethyl)ether ug/L33.3 10 50.00 2043-11867 9
Bis(2-chloroisopropyl)ether ug/L34.0 10 50.00 2037-13068 9
Bis(2-Ethylhexyl)phthalate ug/L43.3 10 50.00 2055-13587 11
Butyl benzyl phthalate ug/L41.5 10 50.00 2053-13483 13
Chrysene ug/L43.4 10 50.00 2059-12387 10
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 30 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by GC/MS - Quality Control
Batch P6L0138 - 3510C MS
LCS Dup (P6L0138-BSD1)Prepared & Analyzed: 12/08/16
Dibenzo(a,h)anthracene ug/L41.3 10 50.00 2051-13483 11
Dibenzofuran ug/L41.7 10 50.00 2053-11883 8
Diethyl phthalate ug/L43.2 10 50.00 2056-12586 11
Dimethyl phthalate ug/L42.4 10 50.00 2045-12785 10
Di-n-butyl phthalate ug/L42.4 10 50.00 2059-12785 10
Di-n-octyl phthalate ug/L43.8 10 50.00 2051-14088 12
Fluoranthene ug/L40.2 10 50.00 2057-12880 10
Fluorene ug/L41.4 10 50.00 2052-12483 11
Hexachlorobenzene ug/L39.9 10 50.00 2053-12580 12
Hexachlorobutadiene ug/L29.1 10 50.00 2022-12458 10
Hexachlorocyclopentadiene ug/L34.6 10 50.00 2032-11769 14
Hexachloroethane ug/L29.9 10 50.00 2021-11560 9
Indeno(1,2,3-cd)pyrene ug/L50.8 10 50.00 20 D52-134102 34
Isophorone ug/L35.5 10 50.00 2042-12471 9
Naphthalene ug/L31.3 10 50.00 2040-12163 9
Nitrobenzene ug/L34.1 10 50.00 2045-12168 8
N-Nitroso-di-n-propylamine ug/L34.9 10 50.00 2049-11970 8
N-Nitrosodiphenylamine ug/L40.4 10 50.00 2051-12381 10
Pentachlorophenol ug/L31.3 10 50.00 20 D35-13863 51
Phenanthrene ug/L40.6 10 50.00 2059-12081 10
Phenol ug/L14.4 10 50.00 2012-5829 10
Pyrene ug/L40.4 10 50.00 2057-12681 10
ug/L 100.0 43-140Surrogate: 2,4,6-Tribromophenol 8079.8
ug/L 50.00 44-119Surrogate: 2-Fluorobiphenyl 7939.4
ug/L 100.0 19-119Surrogate: 2-Fluorophenol 4545.0
ug/L 50.00 44-120Surrogate: Nitrobenzene-d5 6733.7
ug/L 100.0 11-52Surrogate: Phenol-d5 2928.5
ug/L 50.00 50-134Surrogate: Terphenyl-d14 7738.3
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 31 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organochlorine Pesticides by GC/ECD - Quality Control
Batch P6L0150 - 3510C GC
Blank (P6L0150-BLK1)Prepared: 12/08/16 Analyzed: 12/09/16
4,4'-DDD ug/LBRL0.050
4,4'-DDE ug/LBRL0.050
4,4'-DDT ug/LBRL0.050
Aldrin ug/LBRL0.050
alpha-BHC ug/LBRL0.050
cis-Chlordane ug/LBRL0.050
beta-BHC ug/LBRL0.050
Chlordane ug/LBRL0.50
delta-BHC ug/LBRL0.050
Dieldrin ug/LBRL0.050
Endosulfan I ug/LBRL0.050
Endosulfan II ug/LBRL0.050
Endosulfan Sulfate ug/LBRL0.050
Endrin ug/LBRL0.050
Endrin Aldehyde ug/LBRL0.050
Endrin Ketone ug/LBRL0.050
gamma-BHC ug/LBRL0.050
trans-Chlordane ug/LBRL0.050
Heptachlor ug/LBRL0.050
Heptachlor Epoxide ug/LBRL0.050
Methoxychlor ug/L0.0474 0.050 BL, J
Toxaphene ug/LBRL0.50
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 800.804
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 690.689
LCS (P6L0150-BS1)Prepared: 12/08/16 Analyzed: 12/09/16
4,4'-DDD ug/L1.05 0.050 1.000 66-138105
4,4'-DDE ug/L1.07 0.050 1.000 67-127107
4,4'-DDT ug/L1.07 0.050 1.000 66-142107
Aldrin ug/L1.01 0.050 1.000 62-124101
alpha-BHC ug/L0.981 0.050 1.000 63-12598
cis-Chlordane ug/L1.03 0.050 1.000 68-126103
beta-BHC ug/L0.998 0.050 1.000 65-137100
delta-BHC ug/L0.923 0.050 1.000 65-13292
Dieldrin ug/L1.05 0.050 1.000 69-130105
Endosulfan I ug/L1.01 0.050 1.000 71-129101
Endosulfan II ug/L1.07 0.050 1.000 73-135107
Endosulfan Sulfate ug/L1.06 0.050 1.000 72-137106
Endrin ug/L1.14 0.050 1.000 69-144114
Endrin Aldehyde ug/L1.06 0.050 1.000 68-139106
Endrin Ketone ug/L1.06 0.050 1.000 68-150106
gamma-BHC ug/L1.01 0.050 1.000 66-129101
trans-Chlordane ug/L1.04 0.050 1.000 66-126104
Heptachlor ug/L1.04 0.050 1.000 61-136104
Heptachlor Epoxide ug/L1.05 0.050 1.000 69-131105
Methoxychlor ug/L1.14 0.050 1.000 B70-157114
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 32 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Organochlorine Pesticides by GC/ECD - Quality Control
Batch P6L0150 - 3510C GC
LCS (P6L0150-BS1)Prepared: 12/08/16 Analyzed: 12/09/16
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 790.788
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 760.760
LCS (P6L0150-BS2)Prepared: 12/08/16 Analyzed: 12/09/16
Chlordane ug/L7.45 0.50 10.00 50-15074
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 770.767
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 740.740
LCS (P6L0150-BS3)Prepared: 12/08/16 Analyzed: 12/09/16
Toxaphene ug/L8.34 0.50 10.00 50-15083
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 740.740
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 770.774
LCS Dup (P6L0150-BSD1)Prepared: 12/08/16 Analyzed: 12/09/16
4,4'-DDD ug/L1.14 0.050 1.000 2066-138114 9
4,4'-DDE ug/L1.14 0.050 1.000 2067-127114 6
4,4'-DDT ug/L1.20 0.050 1.000 2066-142120 12
Aldrin ug/L1.03 0.050 1.000 2062-124103 2
alpha-BHC ug/L1.01 0.050 1.000 2063-125101 3
cis-Chlordane ug/L1.07 0.050 1.000 2068-126107 4
beta-BHC ug/L1.05 0.050 1.000 2065-137105 5
delta-BHC ug/L0.980 0.050 1.000 2065-13298 6
Dieldrin ug/L1.11 0.050 1.000 2069-130111 5
Endosulfan I ug/L1.05 0.050 1.000 2071-129105 4
Endosulfan II ug/L1.16 0.050 1.000 2073-135116 7
Endosulfan Sulfate ug/L1.16 0.050 1.000 2072-137116 9
Endrin ug/L1.22 0.050 1.000 2069-144122 7
Endrin Aldehyde ug/L1.17 0.050 1.000 2068-139117 10
Endrin Ketone ug/L1.16 0.050 1.000 2068-150116 9
gamma-BHC ug/L1.04 0.050 1.000 2066-129104 4
trans-Chlordane ug/L1.08 0.050 1.000 2066-126108 4
Heptachlor ug/L1.12 0.050 1.000 2061-136112 7
Heptachlor Epoxide ug/L1.10 0.050 1.000 2069-131110 4
Methoxychlor ug/L1.28 0.050 1.000 20 B70-157128 12
ug/L 1.000 13-186Surrogate: Decachlorobiphenyl 840.836
ug/L 1.000 40-134Surrogate: Tetrachloro-m-xylene 730.726
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 33 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Total Metals - Quality Control
Batch P6L0160 - 7470A
Blank (P6L0160-BLK1)Prepared & Analyzed: 12/09/16
Mercury mg/LBRL0.00020
LCS (P6L0160-BS1)Prepared & Analyzed: 12/09/16
Mercury mg/L0.00936 0.00020 0.009375 80-120100
Matrix Spike (P6L0160-MS1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00512 0.00020 0.009375 BRL MI80-12055
Matrix Spike Dup (P6L0160-MSD1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00544 0.00020 0.009375 BRL 20 MI80-12058 6
Batch P6L0161 - 3010A
Blank (P6L0161-BLK1)Prepared & Analyzed: 12/09/16
Arsenic mg/LBRL0.010
Barium mg/LBRL0.010
Cadmium mg/LBRL0.0010
Chromium mg/LBRL0.0050
Lead mg/LBRL0.0050
Selenium mg/LBRL0.020
Silver mg/LBRL0.0050
LCS (P6L0161-BS1)Prepared & Analyzed: 12/09/16
Arsenic mg/L0.258 0.010 0.2500 80-120103
Barium mg/L0.257 0.010 0.2500 80-120103
Cadmium mg/L0.259 0.0010 0.2500 80-120104
Chromium mg/L0.257 0.0050 0.2500 80-120103
Lead mg/L0.258 0.0050 0.2500 80-120103
Selenium mg/L0.256 0.020 0.2500 80-120102
Silver mg/L0.102 0.0050 0.1000 80-120102
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 34 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Dissolved Metals - Quality Control
Batch P6L0156 - 3010A
Blank (P6L0156-BLK1)Prepared & Analyzed: 12/08/16
Arsenic mg/LBRL0.010
Barium mg/LBRL0.010
Cadmium mg/LBRL0.0010
Chromium mg/LBRL0.0050
Lead mg/LBRL0.0050
Selenium mg/LBRL0.020
Silver mg/LBRL0.0050
LCS (P6L0156-BS1)Prepared & Analyzed: 12/08/16
Arsenic mg/L0.248 0.010 0.2500 80-12099
Barium mg/L0.245 0.010 0.2500 80-12098
Cadmium mg/L0.248 0.0010 0.2500 80-12099
Chromium mg/L0.241 0.0050 0.2500 80-12097
Lead mg/L0.245 0.0050 0.2500 80-12098
Selenium mg/L0.268 0.020 0.2500 80-120107
Silver mg/L0.0980 0.0050 0.1000 80-12098
Matrix Spike (P6L0156-MS1)Prepared & Analyzed: 12/08/16 Source: 6120143-01
Arsenic mg/L0.256 0.010 0.2500 BRL 75-125102
Barium mg/L0.506 0.010 0.2500 0.272 75-12593
Cadmium mg/L0.240 0.0010 0.2500 BRL 75-12596
Chromium mg/L0.240 0.0050 0.2500 BRL 75-12596
Lead mg/L0.232 0.0050 0.2500 BRL 75-12593
Selenium mg/L0.391 0.020 0.2500 0.0747 M75-125127
Silver mg/L0.0876 0.0050 0.1000 BRL 75-12588
Matrix Spike Dup (P6L0156-MSD1)Prepared & Analyzed: 12/08/16 Source: 6120143-01
Arsenic mg/L0.259 0.010 0.2500 BRL 2075-125104 1
Barium mg/L0.505 0.010 0.2500 0.272 2075-12593 0.08
Cadmium mg/L0.239 0.0010 0.2500 BRL 2075-12596 0.05
Chromium mg/L0.241 0.0050 0.2500 BRL 2075-12596 0.3
Lead mg/L0.233 0.0050 0.2500 BRL 2075-12593 0.6
Selenium mg/L0.380 0.020 0.2500 0.0747 2075-125122 3
Silver mg/L0.0870 0.0050 0.1000 BRL 2075-12587 0.6
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 35 of 49
12/20/16
Level II QC Report
231 Haywood Street Project No: J16120481
Project: Duke Ballantyne Switching
Station
Altamont Environmental Inc
Asheville, NC 28801
Attn: Adam Tripp
Prism Work Order: 6120143
Time Submitted: 12/7/2016 1:45:00PM
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Dissolved Metals - Quality Control
Batch P6L0160 - 7470A
Blank (P6L0160-BLK1)Prepared & Analyzed: 12/09/16
Mercury mg/LBRL0.00020
LCS (P6L0160-BS1)Prepared & Analyzed: 12/09/16
Mercury mg/L0.00936 0.00020 0.009375 80-120100
Matrix Spike (P6L0160-MS1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00512 0.00020 0.009375 BRL MI80-12055
Matrix Spike Dup (P6L0160-MSD1)Prepared & Analyzed: 12/09/16 Source: 6120143-01
Mercury mg/L0.00544 0.00020 0.009375 BRL 20 MI80-12058 6
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 36 of 49
Sample Extraction Data
Prep Method: 3010A
Lab Number Batch Date/TimeInitialFinal
P6L01566120143-01 12/08/16 15:0050 50mL mL
P6L01566120143-03 12/08/16 15:0050 50mL mL
Prep Method: 7470A
Lab Number Batch Date/TimeInitialFinal
P6L01606120143-01 12/09/16 8:4020 30mL mL
P6L01606120143-03 12/09/16 8:4020 30mL mL
Prep Method: 3510C GC
Lab Number Batch Date/TimeInitialFinal
P6L01506120143-01 12/08/16 11:301000 10mL mL
P6L01506120143-03 12/08/16 11:301000 10mL mL
Prep Method: 3510C MS
Lab Number Batch Date/TimeInitialFinal
P6L01386120143-01 12/08/16 8:501000 1mL mL
P6L01386120143-02 12/08/16 8:508701mL mL
P6L01386120143-03 12/08/16 8:501000 1mL mL
Prep Method: 3010A
Lab Number Batch Date/TimeInitialFinal
P6L01616120143-01 12/09/16 8:4050 50mL mL
P6L01616120143-03 12/09/16 8:4050 50mL mL
Prep Method: 7470A
Lab Number Batch Date/TimeInitialFinal
P6L01606120143-01 12/09/16 8:4020 30mL mL
P6L01606120143-03 12/09/16 8:4020 30mL mL
Prep Method: 5030B
Lab Number Batch Date/TimeInitialFinal
P6L02086120143-01 12/12/16 10:3310 10mL mL
P6L02086120143-02 12/12/16 10:3310 10mL mL
P6L02086120143-03 12/12/16 10:3310 10mL mL
P6L02086120143-04 12/12/16 10:3310 10mL mL
Subcontracted Analyses
Lab Number
The following analyses were subcontracted to Analytical Environmental Services, Inc.
Analysis
6120143-02 Herbicides (Sub)
6120143-03 Herbicides (Sub)
This report should not be reproduced, except in its entirety, without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O. Box 240543 - Charlotte, NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax: [phone] Page 37 of 49
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Appendix D
Brownfield Area Reconnaissance and
Receptor Survey Guidance Form
Page 1 of 5
General Instructions
1.)
2.)
3.)
Site: Ballantyne Switching Station
Address: 13741 Lancaster Highway
City: Charlotte
County: Mecklenburg
Property Characteristics
Surrounding Properties
X North Unknown
X South Unknown
X East Unknown
% of property that is open land
NA
50
0
NA
NA% of property that is agricultural crops
% of property that is barren
0
BROWNFIELDS AREA RECONNAISSANCE AND RECEPTOR SURVEY GUIDANCE FORM
Provide Information for the following potential receptors Current Usage Proposed Usage
This form was created to clarify and simplify preparing a receptor survey for a brownfield site. The form was designed to
minimize unnecessary delays in processing brownfield applications. This is a guidance document only and Potential Developers
may complete and submit their own receptor survey, if they desire.
NA
~7
50
Mixed Use District, Single Family
% of property that is grass area
Size of Property (acres)
% of property that is wooded
0
The shaded fields on the form marked “Applicable to Site” will be determined by the DENR Brownfields Project
Manager on a site by site basis.
The distances to potential receptors from the Property boundary will be determined by the DENR Brownfields
Project Manager on a site by site basis.
Distances are measured from the site Property Boundary unless otherwise indicated by the DENR Brownfield’s
Project Manager.
0
0
NA% of property that is used for commercial or industrial usage
including paved areas
Ballantyne Switching
Station
NA
NA% of property that is scrub/shrub
Applicable to Site
(DENR Use Only)
Surrounding Properties
Zoning/Land Use Current Usage Proposed Usage
Urban Residential
Mixed Use District, Single Family
Rev. 06/05/02
Page 2 of 5
X West UnknownSingle Family
Rev. 06/05/02
Page 3 of 5
Potential Receptors - include depth to top, construction material and diameter of the utilities, if available
Distance Direction Depth
X
Is a basement or subsurface
foundation within 500 ft of the
Property boundary?
NY11/23/2016 NA NA NA
X
Is a school or daycare center
within 1000 ft of the Property
boundary?
Unknown Y 11/23/2016 >500 ft West NA
X
Is a storm sewer within 100 ft of
the Property boundary?NY11/23/2016 NA NA NA
X
Is a sanitary sewer within 100 ft
of the Property boundary?NY11/23/2016 NA NA NA
X
Is a septic system leach field
within 500 ft of the Property
boundary?
YY11/23/2016 ~500 ft South Unknown
X
Is a water line main within 100 ft
of Property boundary?NY11/23/2016 NA NA NA
X
Is a natural gas line main within
100 ft of the Property boundary?NY11/23/2016 NA NA NA
X
Is a buried telephone/ cable main
within 100 ft of the Property
boundary?
YN11/23/2016 <100 ft South Unknown
X
Is a buried electrical cable main
within 100 ft of Property
boundary?
YN11/23/2016 <100 ft South Unknown
Local Water Supply
Public: Yes Private: No
Potable Water Supplier Name:City of Charlotte
Potable Water Supply Source:Lake Norman / Mountain Island Lake
Distance: 26.2 / 20.4 miles Direction: North
Potable Water Source Intake:Catawba River
Distance:NA Direction: NA
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Y/N Field
Verified
Date
Verified Complete and attach map as
appropriate
Rev. 06/05/02
Page 4 of 5
Water Supply Wells
Distance Direction Depth
X
Is a public water supply well
within 1 mile of the Property
boundary?
YY11/23/2016 1/2 Mile Southwest Unknown
YY11/23/2016 1,500 ft Southwest Unknown
YY11/23/2016 1/2 Mile North Unknown
X
Is a irrigation supply well within
1/2 mile of the Property
boundary?
YY11/23/2016 500 ft South Unknown
Water Bodies on Property
X
Is water body naturally
developed or man made?None
X
List the uses of the water body
None
X
What is the source of the water
for the water body None
X
What is the nature of the bottom
of the water body (e.g., rocky or
concrete bottom, drainage ways
or impoundments)
None
X
Are there any wetlands present
on the property?None
Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Comments
Is a monitoring well within 1500
ft of the Property boundary?Y
X
Is a private water supply well
within 1/2 mile of the Property
boundary?
Applicable to Site
(DENR Use Only)
<500 ft
Provide Information for the
following potential receptors Y/N
X South Unknown
Complete and attach map as
appropriate
Y 11/23/2016
Field
Verified
Date
Verified
Rev. 06/05/02
Page 5 of 5
Surface Water Body
Distance Direction Depth
X
Are there surface waters located
within 500 ft of the Property
boundary?
Y McAlpine
Creek Creek 250-500 ft North Unknown
Additional water bodies, if needed
Y Unnamed
Pond Pond ~500 ft Southeast Unknown
Additional Requests/ Observations

Applicable to Site
(DENR Use Only)
Provide Information for the
following potential receptors Comments
Provide Information for the
following potential receptors Y/N Name Type Complete and attach map as
appropriate
Applicable to Site
(DENR Use Only)
Rev. 06/05/02