19025_AMI_SAR_20080319

*4371HSSF2213*
DocumentlD N O N C D00012 59
Site Name AMI, LIMITED
DocumentTypc Site Assessment Rpt (SAR)
RptSegment 1
DocDate 7/20/2007
DocRcvd 3/19/2008
Box SF2213
AccessLevel PUBLIC
Division WASTE MANAGEMENT
Section SUPERFUND
program IHS (IHS)
DocCa', FACILITY

�C4 Coedc I'rJSc�s
T&Solutions-IES
Industrial & Environmental Services

Tk Solutions -IES
Industrial & Environmental Services
March 19, 2008
Mr. John Walch
NCDENR Division of Waste Management
Superfund Section, Inactive Hazardous Sites Branch
401 Oberlin Road, Suite 150
Raleigh, NC 27605
1101 Nowell Road ■ Raleigh NC 27607
[phone] 0 Fax [phone]
www.solutions-ies.com
hi M 1. y 2008
SUPS F } flON
Re.: Groundwater Monitoring and
Comprehensive Site Assessment (CSA) Addendum Reports
American Media International (AMI) Site
2609 Tucker Street Extension, Burlington, Alamance County, North Carolina
GW Incident No. 11596
Solutions-IES Project No. 2400.04A2.AMIL
Dear Mr. Walch:
As requested by AMI, we are forwarding copies of the following reports to you for your file:
■ SEMI-ANNUAL GROUNDWATER MONITORING REPORT — MARCH 2O07
AMERICAN MEDIA INTERNATIONAL, LLC
2609 TUCKER STREET EXTENSION
BURLINGTON, NORTH CAROLINA
COMPREHENSIVE SITE ASSESSMENT ADDENDUM
DESCRIBING ADDITIONAL BEDROCK ASSESSMENT AT
AMERICAN MEDIA INTERNATIONAL (AMI), LLC
2609 TUCKER STREET EXTENSION
BURLINGTON, NORTH CAROLINA
LATITUDE: 36°03'50"N; LONGITUDE: 79°27'01' Vt7
If you have any questions or need any additional information, please feel free to contact us at (919) 873-
1060.
Yours truly,
Solutions-IES
Marianne Link
Project Manager
Enclosures:
cc: Mr. Jay Jones, AMI
031208 Walch submittal letter.doe
Walter . Beckwith, P.G.
Senior Hydrogeologist

1
COMPREHENSIVE SITE ASSESSMENT ADDENDUM
DESCRIBING ADDITIONAL BEDROCK ASSESSMENT AT
AMERICAN MEDIA INTERNATIONAL (AM]), LLC
2609 TUCKER STREET EXTENSION
BURLINGTON, NORTH CAROLINA
' LATITUDE:36°03'50"N LONGITUDE: 79°27'01"W
GROUNDWATER INCIDENT NO. 11596
' FOR A RELEASE OF CHLORINATED SOLVENTS
VOLUME AND RELEASE MECHANISM ARE UNKNOWN
11
' a,16:C&asIto" e
o
a
M ° L .
a
OG
Walter J. Beckwith, P.G.
Project Manager
Prepared for:
American Media International, LLC
2609 Tucker Street Extension
Burlington, NC 27215
Phone: [phone]
Prepared by:
Solutions-IES, Inc.
1101 Nowell Road
Raleigh, NC 27607
Phone: [phone];
MAR 1 g zoos
SUPER'" 0011 WC 10N
Solutions -TES Project No. 2400.04A2. kNilL,
July 20, 2007
Robert P. Rogero, P.G.
Senior Hydrogeologist
T&SOJUt*ons-I�
Industrial & Environmental. Services

7�
L
TABLE OF CONTENTS
1.0 INTRODUCTION.................................................................................................................1
1.1 SITE HISTORY........................................................................................................................... l
1.2 SOURCE CHARACTERIZATION............................................................................................1
1.3 PREVIOUS REMEDIAL ACTIONS..........................................................................................2
1.4 RECEPTOR INFORMATION....................................................................................................3
2.0 GEOLOGY/HYDROGEOLOGY.......................................................................................4
2.1 PHYSIOGRAPHY.......................................................................................................................4
2.2 GEOLOGY.................................................................................................................................. 5
2.2 REGIONAL 1 YDROGEOLOGY...............................................................................................5
2.3 SITE GEOLOGY.........................................................................................................................7
2.4 SITE HYDROGEOLOGY...........................................................................................................7
3.0 BEDROCK ASSESSMENT ACTIVITIES........................................................................8
3.1 LINEATION STUDY..................................................................................................................8
3.2 BEDROCK DRILLING..............................................................................................................9
3.3 DOWNHOLE LOGGING.........................................................................................................10
3.3.1 Video Well Logging.........................................................................................................10
3.3.2 Down -hole Geophysical Logging....................................................................................11
3.3.2.1 Acoustic Televiewer................................................................................................12
3.3.2.2 Geophysical Logs....................................................................................................14
3.3.2.3 Electromagnetic (EM) Flow Meter.......................................................................15
3.3.3 Construction of the CMT Wells........................................................................................15
3.4 GROUNDWATER QUALITY 1N THE BEDROCK AQUIFER.............................................16
3.4.1 March 2007 Bedrock Groundwater Elevations.................................................................16
3.4.2 March 2007 Bedrock Groundwater Sampling Methodology...........................................16
3.4.3 March 2007 Bedrock Groundwater Sampling Results......................................................17
3.5 INVESTIGATION -DERIVED WASTE (IDW).......................................................................18
4.0 CONCLUSIONS.................................................................................................................19
5.0 REFERENCES....................................................................................................................21
H

LIST OF TABLES
Table 1
Water Wells within 1,500 Feet of the Site
Table 2
Adjoining Property Owners
Table 3
Fracture Listing on ATV Logs
Table 4
Well Completion Information
Table 5
Groundwater Elevation Data for March 13, 2007
Table 6
Summary of Volatile Organic Compounds in Groundwater— March 2007
LIST OF FIGURES
Figure 1
Site Location Map
Figure 2
Site Layout
Figure 3
Receptor Survey Map
Figure 4
Lineations, Geologic Map and Diabase Dikes in the Vicinity of the Site
Figure 5
Rose Diagram of Lineations Within a Two-mile Radius of the Site
APPENDICES
Appendix A
Correspondence
Appendix B
Well Video Photolog
Appendix C
Geophysical Logs
Appendix D
Well Construction Forms
Appendix E
IDW Laboratory Reports and Chain of Custody
Appendix F
Waste Disposal Manifests

I
Comprehensive Site Assessment Addendum Solutions-iES Project No. 2400.04A2.AMIL
' American Media International July 20, 2007
Burlington, North Carolina
' 1.0 INTRODUCTION
Solutions-IES has conducted further bedrock assessment at the American Media International, LLC
(AMI) facility in Burlington, NC as requested by the North Carolina Department of Environment and
Natural Resources (NCDENR) Winston-Salem Regional Office (WSRO) in a letter dated January 20,
' 2006 (Appendix A). Solutions-IES, Inc. has prepared this report detailing.the proposed activities
associated with the bedrock assessment as an addendum to the Comprehensive Site Assessment (CSA)
that was submitted by Environmental Investigations, Inc. (Ei) in 1999. This CSA Addendum includes
background information describing the site and previous assessment/rernediation activities, a discussion
' of the site geology/hydrogeology, bedrock conditions and sampling activities completed in March 2007.
' 1.1 SITE HISTORY
' The AMI facility is located at 2609 Tucker Street Extension (North Carolina Secondary Route 1154) in
Burlington, Alamance County, North Carolina (Figure 1). The property is owned by Burlington
Property, LLC and consists of approximately 17.78 acres of land with a one-story brick and metal
building consisting of two interconnecting structures approximately 35,000 square feet and 32,000 square
' feet, respectively. In 1992, an approximate 97,000-square foot, two-story addition was constructed. A
one-story wood building, approximately 24 feet by 14 feet, is located in the rear parking lot area and is
used to store chemical solvents and wastes. A storm sewer system crosses the rear asphalt parking lot
from northeast to southwest (EI, 2000). Figure 2 shows the layout of the site.
' 1.2 SOURCE CHARACTERIZATION
' Prior site assessment activities have been conducted to evaluate the presence of volatile organic
' compounds (VOCs) in soil and groundwater at the site. In 1992, Trigon Engineering Consultants, Inc.
conducted preliminary screening and soil investigation activities as documented in the following reports:
a Phase I Environmental Site Assessment (June 5, 1992), Limited Phase II Environmental Sampling and
Regulatory Review (August 24, 1992), and Impacted Soil Investigation Report (November 6, 1992).
These reports document limited soil sampling activities in the vicinity of a former air compressor unit, the
chemical storage building, and the HVAC unit. The primary constituents of concern were identified as
tetrachloroethene (PCE) and trichloroethene (TCE), which were detected in the vicinity of the chemical
storage building at depths ranging from 0 to 10 feet below ground surface (bgs). El submitted a

Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AM1L
American Media International July 20, 2007
Burlington, North Carolina
Contaminated Soils at Product Storage Area Letter (December 10, 1992) and a Results of Soil Evaluation
Letter Report (January 20, 1993) to NCDENR proposing a soil vapor extraction system be constructed to
reduce soil concentrations in the impacted area.
' The CSA was completed by El in 1999. A total of 27 soil borings were advanced and 36 soil samples
were collected to delineate the extent of VOC-impacted soils at the site. Based on the sampling results,
EI estimated that approximately 3,163 cubic yards of soil were impacted with primarily PCE, TCE, Cis-
1,2-dichloroethene (cis-1,2-DCE), and vinyl chloride (VC) from a depth of approximately 0 to 10 feet bgs
in the vicinity of the chemical storage building.
1
Ten shallow Type II monitoring wells (MW-1 through MW-10) and one deep Type III monitoring well
' (DMW-1) were installed to determine the horizontal and vertical extent of impacted groundwater. The
CSA concluded that chlorinated solvents, specifically PCE, TCE, cis-1,2-DCE, and VC, were present in
' groundwater in excess of the 15A NCAC 2L.0202 Groundwater Standards (the NC2L Standards). The
shallow VOC groundwater plume was estimated to extend 600 feet in a northeast -southwest direction and
350 feet in a northwest -southeast direction. VOCs were also detected in the one bedrock monitoring well
(DMW-1), but the extent of bedrock impact was not determined.
' Following submittal of the CSA, six additional shallow Type II monitoring wells (MW-11 through MW-
16) were installed at the site between 2000 and 2001 to further define the extent of the shallow
groundwater plume.
1.3 PREVIOUS REMEDIAL ACTIONS
' In 2000, EI submitted a Corrective Action Plan (CAP) in which they recommended installing an air
sparge/soil vapor extraction (AS/SVE) system at the site to remove VOCs from the soil and groundwater.
' According to the design provided in the 2000 CAP, the system consists of 35 two-inch diameter AS wells
with 2.5 feet of screen installed to depths ranging from 20 to 25 feet below ground surface (bgs) and 77
four -inch diameter SVE wells with 3 to 5 feet of screen installed to depths of 7 to 8 feet bgs (El, 2000).
The system was completed in 2002. However, it became inoperable shortly after installation because the
' water table had risen within the screened interval of the SVE wells and when the system was turned on,
water extracted from the SVE wells quickly filled the 500-gallon condensate tank, resulting in shutdown

1
Comprehensive Site Assessment Addendum
' American Media International
Burlington, North Carolina
Solutions-IES Project No. 2400.04A2.AMIL
July 20, 2007
' of the system. AMI is currently evaluating the SVE system to determine whether it can be operated
effectively.
In 2005, AMI asked Solutions-IES to consider other remedial alternatives for the site given the inability
' to operate the SVE/AS system. Solutions-IES submitted an amended CAP to NCDENR that was based
on a pilot test injection of an electron donor (carbon source) to facilitate reductive dechlorination of the
contaminants within the vicinity of DMW-I where contaminant concentrations were greatest. The
' proposed pilot test injection was approved by the Underground Injection Control (UIC) group within
DENR. However, the W-SRO delayed approval of the injection pending completion of additional
evaluation of bedrock conditions at the site.
Solutions-IES submitted a Bedrock Assessment Work Plan to the W-SRO on March 14, 2006 that
described completion of a multiple line geophysical survey to locate a diabase dike that had been mapped
' in the vicinity of the site along with the installation of four bedrock wells. Three of the wells would be
located on the AMI property; the fourth well and most of the geophysical survey would be located north
' of the facility on private property.
' In late January 2007, after receiving no response from adjacent property owners for permission to enter
their properties, AMI initiated installation of the three on -site bedrock wells. The wells, identified as MP-
1, MP-2 and MP-3, were completed in early March 2007 and were sampled along with the other site wells
during the March 2007 semi-annual sampling event (March 13-14, 2007). Each of the new bedrock wells
were constructed using continuous multiport tubing (CMT) manufactured by Solinst Inc. Use of the
CMT allowed monitoring of multiple fracture zones from a single borehole.
1 1.4 RECEPTOR INFORMATION
' Solutions-IES updated the receptor survey in June 2005. The receptor survey and sampling results were
submitted to NCDENR in a letter report dated July 7, 2005. The results of the 2005 receptor survey are
summarized in Table 1 and depicted on Figure 3. There is only one well currently used for drinking
water purposes within a 1,500-foot radius of AMI. This well is located approximately 1,200 feet north-
northwest of the site at the Alda P. Hahn residence (900 Hahn Road). The well was last sampled on
March 14, 2007 for the site constituent list of VOCs. No EPA Method 8260B analytes were reported in

Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
' American Media International July 20, 2007
Burlington, North Carolina
' the sample from the Hahn well (Appendix A). Table 2 lists the contiguous (properties adjoining AMI)
property owners.
1 2.0 GEOLOGY/HYDROGEOLOGY
This section briefly describes the physical features of the area surrounding and beneath the AMI site.
This information has been developed through a review of previous consulting reports, published literature
sources and information obtained during this investigation to provide possible insight into the site's
bedrock geology and groundwater flow characteristics at the site.
' 2.1 PH
YSIOGRAPHY
' Burlington, North Carolina is located within the Carolina Slate Belt (NCDNR, 1985) of the Piedmont
Physiographic Province of North Carolina. The Piedmont is characterized by gently rolling hills with
' dendritic streams. The USGS Burlington, North Carolina 7 % minute Quadrangle Topographic map
(Figure 4) shows the AMI site is located on the west side of Tucker Street Extension approximately 0.3
' miles south of interstate 85 at latitude: 36°03'50"N and longitude: 79°27'01"W.
Tucker Street Extension follows a southwest trending ridge at an approximate elevation of 650 feet above
mean sea level (msl). Hahn Road intersects the west side of Tucker Street Extension just north of the
AMI facility. Land south of Hahn Road and Tucker Street Extension is within the Gum Creek watershed.
Developed parcels are used predominately for commercial industrial uses. Land north of Hahn Road east
' of Tucker Street and south of Interstate 85 is within the Little Alamance Creek watershed and has been
developed for rural residential use.
The AMI site is located on the west side of the ridge. Based upon the USGS Burlington Quadrangle, the
' elevations of the site is approximately 634 ft. above mean sea level (amsl). The land surface in the
immediate vicinity of the site slopes gently to the south-southwest at approximately 4 feet per 1,000 feet
' (El, 1999) toward an intermittent tributary of Gum Creek. The east half of the AMI property is developed
and paved for parking. Storm water is diverted to the southwest corner of the parking tot where it
discharges through a ditch to the west toward the intermittent stream. The remainder of the AMI property
west of the building is undeveloped and is in pasture.

Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
American Media International July 20, 2007
Burlington, North Carolina
2.2 GEOLOGY
A series of metamorphic and igneous rocks underlie Alamance County in the Burlington Area. The 1985
Geologic Map of North Carolina shows the AMI site area to lie within an area of bedrock that has been
mapped as folded to massive metamorphosed gabbro and diorite. These are mafic to intermediate darker -
colored rock types containing an abundance of (dark) iron -containing (ferromagnesian) minerals.
A portion of the geologic map (Figure 4) shows an extensive diabase dike has been mapped in the
immediate vicinity of the AMI site. Diabase dikes, described as a black, fine to medium -grained olivine
diabase, are common in the Piedmont of North Carolina having formed as an infilling within the bedrock
from later tectonic (tensile) stresses. Most dikes strike north to northwest or east to west with steep dip
angles and can range in thickness from a few inches to hundreds of feet.
2.2 REGIONAL HYDROGEOLOGY
Tile conceptual hydrogeologic model for the Piedmont developed by LeGrand (1967) and Heath (1980) is
based on a slope aquifer system where precipitation infiltrates through the unsaturated zone to recharge
the water table. Groundwater moves down slope in response to gravity and discharges as springs in the
topographic lows and base flow to perennial streams and rivers. Flow occurs from the ridges to the
closest stream, usually within a distance of 3,000 feet or less. In most cases, the water table surface
mimics the overlying land surface and surface topography can be used to estimate groundwater flow
directions.
The typical Piedmont aquifer system is divided into three zones (LeGrand, 1967; Heath, 1980). These
zones include the unconsolidated saturated soil (regolith) zone, the underlying saprolite and highly
weathered rock unconsolidated lower aquifer, and the bedrock. All three zones are interconnected and act
as a single aquifer system, although each zoiie varies in its ability to transmit water (permeability). The
base of the Piedmont bedrock aquifer is indistinct and occurs where the fracture system is no longer
effective in transmitting flow (Daniel, 1989).

Comprehensive Site Assessment Addendum Solutions-iES Project No. 2400.04A2.AMIL
' American Media International July 20, 2007
Burlington, North Carolina
Unconsolidated regolith material is composed of decomposed rock (saprolite), alluvium, and soil (Daniel,
' 1989). Residual soils and saprolite comprise the upper unconsolidated aquifer zone (shallow zone).
Saprolite and partially to highly weathered rock comprise the lower unconsolidated aquifer zone, also
referred to as the deep zone. Fractures (joints and faults) within the bedrock comprise the bedrock aquifer
system. Fractures tend to be more closely spaced with larger openings near the upper surface of the
bedrock. The number of fractures decreases and fractures are commonly non -water bearing below a
depth of 300 feet (Heath, 1980).
The highest permeability zone in a typical Piedmont aquifer system occurs in the lower unconsolidated
zone between the saprolite and the bedrock. Partially weathered rock is located in this deep zone that
' often consists of coarse sand to gravel sized fragments. The saprolite located in the upper portion of the
deep zone may store large quantities of water; however, transport of groundwater may be limited due to
' the amount of clay minerals formed from extensive chemical weathering. The direction of groundwater
movement will depend upon topography and residual features in the parent rock such as foliation and
joint orientation.
' Heath (1980) and Daniel (1989) utilize the resemour pipeline concept to explain the hydraulic
characteristics of the Piedmont groundwater system. The regolith contains the vast majority of
groundwater and acts as a storage reservoir. The underlying fractures contained within the bedrock act as
pipelines and are connected to the storage reservoir (regolith). Differences in porosity of the regolith and
consolidated bedrock permit the reservoir -pipeline analogy. Regolith may range in porosity between 35
to 55 percent near the surface (Daniel, 1989), but decreases with depth. Heath (1980) noted a porosity
range of 20 to 30 percent for saprolite. Consolidated bedrock has little intergranular pore space, and
water within bedrock is primarily contained within planar secondary openings (voids) developed from
fracturing (secondary porosity). Bedrock porosity is often in the 1 to 3 percent range in the North
Carolina Piedmont (Daniel et al., 1983).
' The direction of groundwater flow immediately below the water table surface has a vertically downward
flow component below the topographic highs. At greater depths below topographic high landforms, the
groundwater flow direction becomes more horizontal than vertical and is directed towards the discharge
zones. The net effect is groundwater movement occurs in opposite directions on either side of a
Igroundwater divide (ridge) towards perennial and intermittent stream valleys.

Comprehensive Site Assessment Addendum
I
American Media International
Burlington, North Carolina
' 2.3 SITE GEOLOGY
Solutions-IES Project No. 2400.04A2.AMIL
July 20, 2007
Prior to installing the three bedrock wells in early 2007, subsurface conditions at the site had been
investigated with 27 soil borings and 17 monitor wells that have been emplaced with direct push
technology (DPT) tools and standard drilling methods. The deepest boring opened at the AMI site was 50
feet deep (DMW-1) and was terminated in weathered rock. Direct push borings have ranged in depth
from 3 to 26 feet bgs. Most have refused on weathered rock or dense soil at depths of less than 13 feet
bgs.
The Comprehensive Site Assessment (CSA) described site soils as, "white -black -brown mottled silty
clayey silt to depths of between 2 and 12 feet bgs. Alternating lenses of brown highly plastic clay were
identified at depths of I to 8 and 12 to 14 feet bgs. Orange light brown/brown silty clay with low to
medium plasticity was found in variable layers at depths ranging from 2 to 21 feet bgs"(EI, 1999). The
northern portion of the site was described as being more clayey, and soils in the southern portion of the
site seemed to contain more silt. Previous boring logs completed at the time of monitoring well
installation suggest the weathered rock through the center of the area assessed was described as greenish
black "diorite" and wells located east and west of the center were described as "greenstone schist".
2.4 SITE HYDROGEOLOGY
The AMI site occurs near the crest of a ridge that parallels Tucker Street Extension for a short distance.
The area represents a groundwater recharge area with groundwater flowing in the direction of topographic
slope to the southwest towards a tributary of Gu►n Creek and to the north towards Little Alamance Creek
to the north. Seventeen of the borings have been converted to monitoring wells.
North Carolina experienced drought conditions in 1999. The depth to the water table at the rear of the
facility during the drought averaged 11 to 12 feet bgs. Since 2001 groundwater levels have returned to
more normal levels. Recent groundwater data show the water table occurs in the shallow wells at the
AMI facility at approximately 4 to 9 feet bgs (Solutions-IES, 2007). Groundwater levels have been
monitored during semiannual sampling events and previous sampling reports include water table maps for
the area lying within the shallow monitor well system. Depending on seasonal and precipitation events,
and the water table level in MW-7, groundwater (west of) behind the facility either appears to flow
toward MW-7 (when MW-7 was low) or from the vicinity of MW-7 toward the facility when the water
level in MW-7 is higher than surrounding wells.

Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
' American Media International July 20, 2007
Burlington, North Carolina
Shallow groundwater in the immediate vicinity of the facility has been impacted with chlorinated solvents
(PCE, TCE and their degradation compounds). The existing network of shallow monitoring wells has
sufficiently defined the lateral extent of impact from the chlorinated solvents in the shallow groundwater.
During the March 2007 sampling event, the highest concentrations of PCE (23,000 µg/L) and TCE
(34,000 µg/L) occur in the shallow bedrock in well DMW-I. This bedrock assessment (2007) was
performed to further assess the vertical and lateral extent of contaminants in bedrock. Therefore only the
results of the bedrock sampling will be discussed in this report (Section 3.4.5.3 below). The results of the
groundwater sampling event are summarized on this report, but detailed in the Semi -Annual Groundwater
Sampling Report - March 2007 (Solutions-IES). The reader is directed to that report for a synopsis of
conditions in the unconsolidated aquifer overlying bedrock.
3.0 BEDROCK ASSESSMENT ACTIVITIES
The Bedrock Assessment Work Plan (Solutions-IES, 2006) included a literature search of geologic
reports to determine bedrock geologic conditions, a planned magnetometer survey to locate the diabase
dike, and a lineation study to assess large-scale bedrock fracture orientations. This would be followed
with the drilling of four boreholes into bedrock. Down -hole geophysical tools would be used to locate
individual bedrock fractures that might help assess contaminant movement within the bedrock aquifer.
Unfortunately off -site permission was not granted for the magnetometer survey or for the installation of
the off -site well. In late January 2007, three boreholes were advanced into bedrock at the general
locations shown in the 2006 Work Plan, without the benefit of knowing the precise location of the diabase
dike. The open boreholes were then converted to permanent monitor wells with multi -port intakes for
sampling of the discrete fracture zones.
3.1 LINEATION STUDY
The fate and transport of groundwater contaminants within the bedrock aquifer zone is partially controlled
' by the distribution and interconnectedness of rock fractures. Within the Piedmont of North Carolina, a
predominant fracture system may be observable or can be discerned by the tracing of depressions in the
topography (LeGrand, 1989). Perennial streams are often located within valleys created by the widening
of pre-existing rock fractures. In land underlain by gneisses and schist, linear cracks and openings tend to
' follow the orientation of rock foliation or the dip of bedding planes (LeGrand, 1989).
�1

Comprehensive Site Assessment Addendum Solutions-lES Project No. 2400.04A2.AMIL
American Media International July 20, 2007
Burlington, North Carolina
The first phase of the bedrock assessment concentrated on evaluating the surface features via a lineation
study. Solutions-IES obtained several USGS topographic maps and aerial photographs for the site area
from the NCDOT Photogrammetric Department or other sources. These were compared with other
available maps to determine if stream segment directions follow any trends that might be indicative of
bedrock fracture patterns.
To conduct the lineation study, the topographic maps and aerial photographs were reviewed. Linear
sections of streams and ridgelines were marked on the maps and their azimuth was measured. This
azimuth data was then plotted on a Rose Diagram (Figure 5) to determine any preferential orientation.
Within a two mile radius of the site, 62 lineations were observed on the USGS Burlington 7'/z minute
topographic map. A preferred orientation (the direction with the most measured data points) was
observed on the Rose Diagram at approximately north 45' east. The overall mean resultant direction is
approximately North 23' East. This direction is the dominant direction (based upon statistical analysis) in
a set of vector data. The lineations, inferred bedrock geology and the approximate location of the diabase
dikes are presented on Figure 4.
' 3.2 BEDROCK DRILLING
' The bedrock well locations are shown on Figure 2. MP-1 was located in the vicinity of DMW-1 to
evaluate deeper conditions in Bedrock in this area of the site. MP-2 was located uphill from DMW-1,
' northwest of the facility in the AMI parking lot south of Hahn Road. MP-3 was located west of the
facility in the field downgradient of DMW-1.
Drilling activities were initiated the AMI site on January 26, 2007 by Parratt Wolff Drilling Company of
Hillsborough, N.C. A Solutions-IES representative was present during the drilling operations.
1
Each well was drilled through the soil to weathered rock using 8-1/4" inner diameter (ID) hollow stem
' augers which averaged approximately 40 feet below grade. Six-inch Schedule 40 PVC flush joint casing
was installed through the augers and was grouted in place with a bentonite-cement grout mix.
1

Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
I
American Media International July 20, 2007
Burlington, North Carolina
After allowing the grout to hydrate, the borehole was advanced into rock using air rotary drilling
techniques. At MP -I, a 6-inch hole was advanced to approximately 70 feet (20 feet below the bottom of
the screen at nearby DMW-1). At this depth a second 4-inch PVC casing was installed and grouted using
bentonite-cement grout emplaced with a tremie pipe. The secondary casing was installed to isolate the
more -impacted shallow (weathered) bedrock zone in DMW-1 from the new well. At MP-2, bedrock
below the 6-inch casing was found to be highly weathered and unstable, so a secondary casing was
installed in MP-2 to 58.9 feet to case off the highly weathered materials for further drilling. Bedrock
conditions were better at MP-3 and a secondary casing was not necessary. In subsequent drilling, it was
possible to drill a 6-inch diameter hole from the bottom of the casing to the termination depth of 150 feet
bgs. Drilling continued at MP-1 and MP-2 after the grout surrounding the secondary casings had
hydrated. Both MP-1 and MP-2 were drilled using a 3 7/8-inch bit to the termination depths of 125 feet
and 135 feet, respectively.
All three of the boreholes encountered groundwater which was removed along with rock cuttings from the
hole during drilling by the air stream injected down the drill rods. The water and cuttings were contained
on plastic sheeting placed around the boring for this purpose. A Wilden double diaphragm pump was
used periodically to pump the accumulating water to a steel storage tank centrally located between the
three borings. Estimated yields for the three wells during drilling were in the range of 12 to 20 gpm. This
resulted in approximately 12,000 to 13,000 gallons of water being recovered in the tank at the conclusion
of drilling. Some additional water was added to the tank from decontamination of equipment and well
sampling. At the completion of drilling on February 21, 2007, all three wells were capped temporarily
pending geophysical logging.
3.3 DOWNHOLE LOGGING
3.3.1 Video Well Logging
Video well logging was conducted by Michael Vaught of EGIS, P.A. located in Chapel Hill, NC on
February 13 and 14, 2007. The video logging was performed using a standard double lens well camera to
describe general borehole conditions and fracture location/orientation. The lens allows viewing borehole
conditions in both a vertical and horizontal direction. The horizontal camera image can be rotated to scan
the entire borehole. Each borehole was viewed to the extent practical. Video logs allow fractures to be
IE

1
Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
American Media International July 20, 2007
Burlington, North Carolina
visually inspected for fracture size, orientation, and evidence of groundwater flow (moving particulates).
Geologic features observed in the video logs were cross-referenced with the Geophysical logs discussed
below. Selected images from the videos are included in Appendix B to illustrate borehole conditions.
MP-1 was viewed in its entirety. Only a small section of MP-2 could be viewed because of loose rock in
the borehole walls and high turbidity. After an unsuccessful attempt on February 12, the hole became
blocked by a rock fragment and the drilling contractor was mobilized to the site to re -drill the obstruction.
A second attempt was made the following day to log the entire boring depth but had to be terminated at
75.8 feet below the top of the PVC (TOPVC) because of high turbidity. The bottom of MP-3 could not
be observed because of the cloudiness of the water in the well.
3.3.2 Down -hole Geophysical Logging
The geophysical logging was conducted by Geological Logging Systems of Marshall Miller & Associates
in Bluefield, Virginia. Conventional downhole geophysical methods were performed in each borehole
prior to setting the well screen systems. Geophysical logging included natural gamma, fluid resistivity
(FL), lateral, 16 normal (N) and 64 N resistivity, spontaneous potential (SP), temperature (T), 3-arm
caliper, groundwater flow and acoustic logging. The geophysical logs are presented in AutoCAD and
PDF formats on a compact disk (CD) in Appendix C. The following information is provided by each
geophysical logging method:
Caliper logs record borehole diameter and changes to the diameter caused by fracturing, collapse
or other subsurface features and allows more precise analysis of other geophysical logs because
the diameter of the borehole affects other geophysical log interpretation. Increases in the
borehole often occur when drilling through highly weathered rock or an area where less
competent rock is encountered adjacent to fractures. These enlarged or broken areas are also
visible on the video logs and in the selected still photos derived from the video recording and
presented in Appendix B.
• Natural Gamma logs record the natural radioactivity of the formations, total radioactivity and
'
concentrations of three primary radioactive elements naturally occurring in the bedrock. These
include potassium, thorium and uranium. Higher gamtma counts can be associated with
potassium feldspar minerals or naturally -occurring radioactive minerals. Changes on the gamma
'
trace in the bedrock environment are most likely due to changes in the rock type (such as might
occur at the contact of tmafic and felsic volcanic rocks).
'
• SP logs record the electrical potential (voltage) produced by the interaction of formation water
and certain ion -selective rocks. This can be interpreted as measuring the electrical potential
present between the bedrock and the fluid in the borehole.

Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
American Media International July 20, 2007
Burlington, North Carolina
• Resistivity measures the finite measurable resistivities of subsurface formations because of the
water in their pores or absorbed in their interstitial clay. This log measures the electrical
resistivity of the forniation at different distances outward from the borehole wall.
' • Temperature logs record the water temperature in the borehole and help identify water bearing
zones, vertical flow in boreholes and potential temperature gradients.
• Acoustic -televiewer logs record magnetically oriented, photographic images of the acoustic
reflectivity of the borehole wall.
• Television togs record a color optical image of the borehole.
' • Groundwater flow measures any groundwater flow from fractures or vertical flow between
fractures of various head potentials.
3.3.2.1 Acoustic Televiewer
' An Acoustic Televiewer ATV was used to evaluate the borehole
(ATV) of walls in both MP-1 and MP-3.
Borehole conditions were less stable because of the loose rock in MP-2 and it was decided not to risk loss
of the equipment in attempting to log MP-2 (MP-2 was logged using other geophysical logging tools).
Reduced -scale printouts of the ATV logs for MP-1 and MP-2 are included in Appendix C.
Fractures and borehole irregularities show up as concentrations of black lines or dots on the green or
brown background of the log. The printed log shows two adjacent plots of the borehole printed side by
side. The left plot represents response time. The right plot represents amplitude. The azimuth direction
(0 to 360 degrees) is shown at the top and bottom. North (0 degrees azimuth) falls along the left edge of
each plot. 360 degrees azimuth falls along the right side. The depth in feet is marked along the right side.
Major fractures are overlain on the logs as a light blue, yellow or green trace with a corresponding
identification number. The dip (deviation of the fracture beneath horizontal) is calculated by measuring
the top and bottom depths of the acoustic trace to determine the vertical difference, dividing the
' difference by the borehole diameter and finally calculating the inverse tangent of the quotient. The dip
direction (azimuth of the dip direction) is determined by comparing the location of the low point of the
fracture to the azimuth scale.
Seven fractures (Table 3) were identified on the ATV printout for MP-l. Statistically, the fractures dip
from 19 (nearly horizontal) to 82 degrees (nearly vertical) with a geometric average of 39 degrees. The
' dip azimuth direction ranges from 95 degrees to 325 degrees (geometric average azimuth is 166 degrees).
1 12

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' American Media International July 20, 2007
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' At 69.2 feet below ground surface (bgs) on the ATV log for MP-1, the flat line denotes the bottom of the
4-inch PVC. MP-1, unlike MP-3, shows several wide dark bands representing areas of highly -fractured
' or broken rock. The first marked fracture (noted as blue trace #1) occurs between 73.9 feet bgs and 74.8
feet bgs and generally dips to the west at approximately 34 degrees from horizontal. A poorly developed
' fracture zone (#2) was marked on the acoustic log between 78.05 and 78.69 feet. This fracture dips
toward the east at 65 degrees. Fracture #3 occurs between 84.7 feet bgs and 86 feet bgs and also dips
toward east at 19 degrees. A near -vertical fracture (#4) occurs between 86.6 and 88.73 R bgs. This is
aunderlain by broken zone 45 occurring between 91.6 and 92.4 feet bgs that dips to the west. This is
followed by a second fracture (#6) that also dips to the west at approximately 45 degrees. Fracture #7
i(the deepest fracture noted) occurs from approximately 99.7 feet bgs to 100.1 feet bgs and dips to the
northwest at 21 degrees.
The ATV log for MP-3 suggests the rock is different from that observed in'boring MP-1. Between 46
' feet bgs and 55 feet bgs, the color is darker indicating more irregularity in the walls of the hole. This
zone is highly weathered (see Appendix B, photolog for MP-3). Proceeding down hole the color patterns
' on the acoustic log becomes lighter suggesting the rock becomes harder and more competent. Although
16 fracture zones are marked on the log, most appear to be relatively thin. A near vertical fracture
' (without a trace line on the acoustic log) is observable on the log between 103 and 108 feet bgs (see
Appendix B, photolog for MP-3).
Statistical analysis of the fracture trace lines shows they range in orientation from 95 to 326 degrees
(average is 166 degrees) at dip angles ranging from 19 to 82 degrees (average dip of 39 degrees)
The fracture orientations do not suggest a strong oriented fracture pattern is present in the two holes
logged. Fractures in MP-1 tend to be larger and occur at generally low angles (the features are closer to
horizontal than vertical). Below the weathered zone in MP-3 and extending to approximately 66 feet,
' fractures tend to be predominately low angle and thin. This correlates with observations of the video logs
(Appendix B, photolog for MP-3).
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' American Media International July 20, 2007
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3.3.2.2 Geophysical Logs
Geophysical logs were prepared for MP-1. The caliper tool was run over the full borehole to a depth of
approximately 124 feet. The casing in MP-1 extends to approximately 68 feet. The caliper log shows
there are approximately 5 areas of the borehole that are larger in diameter. These are at 68 to 70 fee bgs,
75 to 76 feet bgs, 86 to 88 feet bgs, 93 to 97 feet bgs and 119 to 122 feet bgs. The gamma log shows a
large peak in counts occurring at 87 to approximately 97 feet bgs. This does not appear to correspond to
the caliper log. Both SP and resistivity correlate to peaks in the caliper log. In most instances SP increase
to a positive value and resistivity decreases (shown most clearly on the lateral and 16N traces).
Geophysical logs were prepared for MP-2. The caliper tool was run to the bottom of the borehole at
approximately 125 feet. The resistivity/temperature/gamma probes were run to 84 feet. The surface
' casing extends to approximately 57 feet in MP-2. The caliper log shows an eroded (larger diameter) area
that extends from 57 feet bgs to 59 feet bgs. Other enlarged zones occur between 62 and 66 feet bgs, and
72 to 76 feet bgs. The caliper log shows a reduction in borehole between 82 and 85 feet bgs. This is
inferred to be loose rock that is partially obstructing the borehole (tile partial obstruction prevented
' logging deeper with the gamma, resistivity and temperature tools). The next eroded zone occurs between
98 and 101 feet bgs and is underlain by rough borehole walls down to 109 feet bgs. The remaining
portion of the borehole from 109 to 125 feet bgs is consistent in size and believed to be relatively un-
fractured.
' The gamma to is fairly
g g consistent, but shows areas of fewer counts at 70 and 80 feet bgs. The.change is
believed to be an indicator of changes in the mineralogy of the bedrock and not related to fracturing. The
SP trace shows an increase just below the casing, then reductions adjacent to the fracture zones at 70 and
' 80 feet bgs. Resistivity logs show some correlation with the caliper log. Resistivity tends to decrease
adjacent to areas where the borehole is larger. Tile temperature log shows a small decrease in temperature
just below the casing and from 74 to 78 feet.
' MP-3 was logged to its termination depth of 150 feet bgs. The caliper log MP-3 shows the borehole is
eroded beneath the casing from 40 feet bgs to approximately 60 feet bgs. Additional zones where the
borehole size is enlarged are observable on the log at approximately 50 feet bgs, 56 feet bgs, 62 feet bgs,
' 72 to 75 feet bgs, 88 to 91 feet bgs, 101 to 110 feet bgs, 129 tol31 feet bgs, and 144 to 146 feet bgs. The
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Comprehensive Site Assessment Addendum
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Burlington, North Carolina
Solutions-iES Project No. 2400.04A2.AMIL
July 20, 2007
' large peak in the gamma log shown at 90 feet bgs does not appear to correspond to a fracture zone. It is
probably related to a change in rock type. Comparison of the geophysical logs for MP-3 shows that there
' appears to be little correlation between the caliper log and gamma, resistivity and/or temperature logs.
1 3.3.2.3 Electromagnetic (EM) Flow Meter
' Borehole flow meters have the ability to measure extremely low flow and can be useful in evaluating flow
within an open borehole. The three bedrock wells were evaluated with an EM flow meter after
geophysical logging. Difficulties were experienced in borehole MP-2 because of the rough and
weathered borehole and the flow meter was not inserted below 83 feet bgs. The flow meter readings are
shown behind the geophysical logs in Appendix C. Negative values indicate groundwater now in an
upward direction. Positive values indicate groundwater flow in a downward direction. A small
submersible (Whale) pump was used during some flow meter logging to try to induce flow into the
' borehole.
The flow meter data from the three boreholes are inconclusive. Flow rates are generally very low and
vary on subsequent measurement. General observations during drilling suggest that most of the
' groundwater removed during advancement of the boreholes entered the borehole near the bottom of the
casing.
3.3.3 Construction of the CMT Wells
At the conclusion of the logging process, information obtained from the drilling observations, televiewer
' logging and geophysical logging were used to determine the presence of fractures and optimize placement
of the intakes of the Solinst 403 CMT 7 Channel Multilevel System. The boreholes were converted to
' permanent monitor wells adjacent to the fracture(s) of interest. The systems consist of a length of
polyethylene pipe that contains seven internal segmented sections, i.e., a central section surrounded by six
radial sections. Openings are drilled into each of the polyethylene segments and the opening is covered
with a fine stainless steel screen to allow water to enter individual segments. Each intake has a sand pack
around the intake and bentonite pellets isolate each intake from the other intakes. The well casing(s) were
finished in a flush -mounted protective casing secured with a padlock. The boring log and well
construction information have been detailed on a well constriction record in Table 4. Copies of the
geophysical logs are provided in Appendix C.
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' American Media International July 20, 2007
Burlington, North Carolina
1 3.4 GROUNDWATER QUALITY IN THE BEDROCK AQUIFER
' Groundwater samples were collected from the existing bedrock well (DMW-1) and the three new bedrock
wells (MP-1, MP-2, and MP 3). Multiple intakes were placed in each borehole to allow groundwater
samples to be collected from specific fracture zones. The depth to water was measured in each multiport
of the bedrock wells along with the existing shallow monitor wells prior to sampling. Each port for the
' MP -wells was sampled using low -flow purging and sampling procedures. The samples were field-tested
for conductivity, dissolved oxygen (DO), oxidation-reduction potential (ORP), pH, and temperature
1 utilizing an YSI 556 MPS meter with a flow through cell. All groundwater samples were laboratory
analyzed for volatile organic compounds (VOCs) using EPA Method 826013. Environmental Science
' Corporation (ESC) of Mt. Juliet, Tennessee conducted the laboratory analyses.
' 3.4.1 March 2007 Bedrock Groundwater Elevations
For purposes of evaluating hydraulic heads measured at the various fractures, Solutions-IES determined
the approximate top of casing elevation for each new bedrock well by comparing the top of the bedrock
' well casing to a nearby monitor well that had been surveyed by a registered surveyor. The bedrock wells
will be surveyed in the future after completion of the fourth proposed well. For now, all new bedrock
' elevation and location data are approximate. Table 5 summarizes water level data for the site wells. The
March 2007 sampling report includes a water level map for the shallow wells.
3.4.2 March 2007 Bedrock Groundwater Sampling Methodology
P g
' Upon arrival at the site, the monitoring wells were opened to allow the water level to equilibrate with the
atmosphere. The depth -to -water was then measured in each well. Dissolved oxygen (DO) was also
' measured in the well utilizing an YSI 556 MPS meter with a flow through cell. All wells were sampled
according to low -flow sampling techniques described in the Groundwater Section Guidelines far the
' Investigation of Soil and Groundwater Contamination: Chlorinated Solvents and Other Dense Non -
aqueous Phase Liquids, NCDENR. Each well was purged and sampled utilizing a peristaltic pump and
' new ;/8-inch polyethylene tubing. Tile purge rates were maintained around 250 mL per minute (mL/min)
and drawdown was measured every five minutes along with the field parameters. Purging of the wells
' continued until the parameters stabilized as described in the above -referenced NCDENR protocol. The
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American Media International
Burlington. North Carolina
Solutions-JES Project No. 2400.04A2.AMIL
July 20, 2007
' samples were collected in new, laboratory -provided sampling bottles. Samples were collected from MP-1
(all ports), MP-2 (all ports), MP-3 (all ports) for volatile organic compounds (VOCs) and analyzed using
EPA Method 826013. A sample was collected from DMW-1 for analysis of 1,4-dioxane using EPA
Method 826013.
' 3.4.3 March 2007 Bedrock Groundwater Sampling
p g Results
The March 2007 semiannual sampling report included the analytical results of samples collected from the
overburden and bedrock (MP -Series) wells. The following text (from the March 2007 groundwater
sampling report) and Table 6 present an overview of contaminant concentrations in groundwater in the
saturated unconsolidated soil (results for the MW-Series wells, DMW-1 screened in the transition zone
' and shallow bedrock and MP-1, 2 and 3 with screens at multiple levels in deeper bedrock). For additional
information and to review the individual laboratory reports and Chain of Custody, the reader is directed to
' Solutions-IES' (2007) sampling report.
1n March 2007, the highest concentrations of PCE (23,000 Itg/L) and TCE (34,000 pg/L) were detected in
DMW-1. Concentrations were slightly lower (18,000 Iig/L and 26,000 µg/L) in the duplicate sample
' (DUP-1) also collected from this well. PCE was detected in 17 of the monitoring wells at concentrations
above the NC 21, Standard of 0.7 pg/L. In five of those wells, PCE concentrations were less than 7 pg/L.
TCE was detected above the NC 21, Standard of 2.8 µg/L in 14 monitoring wells.
' In March 2007, cis-1,2-DCE was reported in 15 of the 20 monitoring wells and VC was reported in four
wells (MW-1, MW-3, MW-4, and MW-14) suggesting that there may be some natural dechlorination
' (degradation) of the PCE and TCE to their daughter products. The highest cis-1,2-DCE concentrations
were reported for wells MW-4, MW-10 and DMW-1, at 1300, 1000 and 960 pg/L, respectively. Low
concentrations of trans-1,2-DCE were reported in five wells. All reported concentrations were below the
21, Standard for trans- l ,2-DCE of 100 pg/L.
VC was detected in MW-1, MW-3, MW-4 and MW-14 at concentrations ranging from 0.51 Itg/L to 670
pg/L. All detections exceed the NC 2L Standard for VC of 0.015 Itg/L. No detections were reported in
the bedrock wells.
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Burlington, North Carolina
Solutions-IES Project No. 2400.04A2.AMiL
July 20, 2007
The March 2007 sample event is the first detection of chlorinated ethanes 1,1,1,2-tetrachloroethane
(1,1,1,2-TeCA) and 1,1,2-trichloroethane (1,1,2-TCA). 1,1,1,2-TeCA and 1,1,2-TCA were reported at
5.8 µg/L and at 1.9 µg/L, respectively in MW-3. Because there are no promulgated NC 2L Standards for
either 1,1,1,2-TeCA or 1,1,2-TCA, both detections are in violation of NC 2L Standards. 1,1-
Dichloroethene (1,1-DCE) is an abiotic breakdown product of trichloroethane and was reported in four
samples, but no bedrock wells. Chloroethane was reported in MW-4 at 5.2 µg/L. This is significantly
below the chloroethane NC 2L Standard of 2,800 µg/L.
The MP -Series wells utilize CMT screened adjacent to each of the major fractures identified in the wells.
Samples collected from two of the bedrock wells, MP-1 and MP-2, reported CVOCs. Analytical data
from MP-3 reported only TCE over the laboratory reporting limits but was below NC 2L Standards.
Table 6 shows total CVOCs were 1495, 200, 384 and 116 µg/L for MP-1 with screen zones open at 75,
86, 94, and 120 feet bgs, respectively. Most of the contaminant mass is PCE and TCE, with TCE
concentrations being slightly higher than PCE. Overall, the CVOCs concentrations tend to decrease with
increasing depth below 75 ft bgs.
Total CVOCs in MP-2 were 262, 3703, 731 and 69 µg/L for screens placed at 58, 75, 85 and 100 ft bgs,
respectively. In this well, total CVOCs also show a strong decreasing concentration trend below 75 feet.
Similar to MP-1, most of the contaminant mass is PCE and TCE, with TCE concentrations being slightly
higher than PCE. Cis-1,2-DCE was reported in samples collected from both wells MP-1 and MP-2. Only
the sample collected from MP-2-3 (the zone screened at 75 feet) reported cis-1,2-DCE above the NC 2L
Standard.
3.5 INVESTIGATION -DERIVED WASTE (IDW)
Investigation -derived wastes (IDW) included solid drilling spoils, plastic sheeting and groundwater from
the well installation, development, and sampling activities. Solids (soil and rock cuttings) and plastic
sheeting were containerized in a roll -off box staged at the site. After completion of the drilling, two
samples were collected from the box using a hand auger for laboratory analysis. The samples were
transferred to laboratory supplied containers, stored on ice and submitted to Environmental Science
Corporation in Mt. Juliet, Tennessee for determination of waste characteristics. A copy of the IDW
laboratory reports and Chain of Custody are in Appendix E.
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Burlington, North Carolina
F--J
Solutions-IES Project No. 2400.04A2.AM1L
July 20, 2007
The contents of the roll off box were determined to be non -hazardous and were accepted for disposal at
Republic Services Inc's landfill facility in Rougemont, N.C. The roll off containing soil was transported
to the landfill under manifest (Appendix F) by Nu -way Industrial Services on March 14, 2007.
Groundwater generated during drilling of the bedrock wells was temporarily containerized on poly
sheeting at the drill rig and was pumped to a large steel 21,000-gallon (frac) tank. Additional water
generated during decontamination of the drilling equipment, well development and well purging was also
containerized in the frac tank. At the completion of the bedrock installation, approximately 15,000
gallons were in storage in the tank. A sample of the water was collected from the tank and submitted to
Environmental Science Corporation for analysis of EPA Method 8260 VOCs, Method 8270 SVOCs and
metals. The laboratory results (Appendix E) for the frac tank indicated the IDW water contained PCE at
19 µg/L and TCE at 28 µg/L.
The water was accepted for treatment by the City of Burlington at their East Burlington Waste Water
Treatment Plant (WWTP) located at 225 Stone Quarry Road in Burlington, NC. Nu -way Industrial
Services, Inc. transferred approximately 5,000 gallons of water from the frac tank to the Wastewater
Treatment plant on the days of March 16, 19, and 20, 2007 (manifests are in Appendix F). On March 21,
A&D Environmental Services, Inc. entered the tank, removed the remaining water and mud and pressure
washed the inside of tank. The residuals were transported to their facility in High Point, NC for treatment
and proper disposal. The empty frac tank was removed from the site the following week.
4.0 CONCLUSIONS
Bedrock wells MP -I and MP-2 show that the contaminants are present in bedrock. While concentrations
of PCE and TCE in bedrock exceed the NC 2L Standards, they are much lower (2 to 6 percent) than the
concentrations recorded in DMW-I, which is screened at a higher elevation in weathered rock.
Comparison of concentration data from multiple fracture zones in both MP-1 and MP-2 demonstrates
that, in bedrock, the lowest contaminant concentrations were observed in the deepest fractures. This
suggests that most of the contaminant mass is present in the higlily fractured (transition) zone near the top
of bedrock.
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Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
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Drainage depression expressions evaluated during the lineation survey suggest the strongest correlation of
lineaments occurs in a southwest -northeast direction with a minor fracture orientations to the north and
' northwest -southeast. Bedrock well MP-3 is located west and topographically downgradient of the source
area bedrock well DMW-1. With the exception of TCE at 0.51 µg/L (below the NC 21, Standard of 2.8
' µg/L), MP-3 did not contain any of the site constituents of concern. This suggests that deeper
groundwater flow in bedrock at the rear of the facility may be northward rather than to the west-southwest
' to the closest stream tributary.
Bedrock geophysical logs (primarily video and acoustic logs) do not indicate a preferred fracture
' orientation in the wells. In most cases the largest fractures appear to be nearly horizontal or at low angles
and have probably occurred as a result of unloading (bedrock weathering). Hydraulic head levels
' measured in the MP -wells combined with contaminant concentrations suggest that most of the fractures
are hydraulically interconnected.
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Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
' American Media International July 20, 2007
Burlington, North Carolina
5.0 REFERENCES
' Burt, E. R., et al. 1978. Diabase Dikes of the Eastern Piedmont of North Carolina. North Carolina
Department of Natural Resources and Community Development, Division of Land Resources,
' Geological Survey Section, Information Circular 23. Raleigh, N.C.
Carpenter, P. Albert, I1I. 1982. Regional Geology Series 2, Region G, North Carolina, State of North
Carolina, Department of Natural Resources and Community Development. Geological Survey
Section.
Cohen, A. J. B. 1995. Hydrogeologic Characterization of Fractured rock Formations: A Guide for
' Groundwater Remediators. U.S. Department of Energy, Washington, D.C.
' Daniel, C. C., 111. 1989. Correlation of Well Yield to Well Depth and Diameter in Fractured Crystalline
Rocks, North Carolina. lir Daniel, C. C. III et al., eds. Ground Water in the Piedmont. Clemson,
SC: Clemson University. pp. 638-653.
Daniel, C. C., 11I. 1998. Ground -Water Recharge to and Storage in the Rego lith-Fractured Crystalline
Rock Aquifer System, Guilford County, North Carolina. U. S. Geological Survey, Water
Resources Investigations Report 97-4140, Raleigh, N.C.
Daniels, D.L., 1. Zietz and P. Popenoe. 1983. Distribution of subsurface lower Mesozoic rocks in the
southeastern United States. U.S. Geological Survey, Washington, DC. Professional Paper 1313.
' pp. K 1-K23.
Environmental Investigations, Inc. 1999. Comprehensive Site Assessment, American Media
' International, LLC, Burlington, North Carolina.
Environmental Investigations, Inc. 2000. Corrective Action Plan, American Media International, LLC,
' Burlington, North Carolina.
Environmental Investigations, Inc. 2004. Groundwater Monitoring Report, August 2004, American Media
International, LLC, Burlington, North Carolina.
' Heath, R.C. 1980. Ground -Water Regions of the United States. United States Geological
0 ogtcal Survey Water
Supply Paper 2232.
LeGrand, H.E., Sr. 1967. Ground Water of the Piedmont and Blue Ridge Province in the Southeastern
United States. United States Geological Survey Circular 538.
' LeGrand, H. E., Sr. 1989. A Conceptual Model of Ground Water Settings in the Piedmont Region. Ill
C.C. Daniel, ed. Ground IYater in the Piedmont. Clemson, SC: Clemson University. Pp. 317-
' 327.
North Carolina Geological Survey. 1985. Geologic Map of North Carolina: Raleigh, North Carolina.
' Department of Natural Resources and Community Development. Geological Survey Section,
scale 1:250,000.
' 21

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Comprehensive Site Assessment Addendum Solutions-IES Project No. 2400.04A2.AMIL
' American Media International July 20, 2007
Burlington, North Carolina
' Mundorff, M.J. 1948. Geology and Ground water in the Greensboro Area, North Carolina. North
Carolina Department of Conservation and Community Development, Raleigh, N.C.
iParker, J.M. III. 1979. Geology and Mineral Resources of Wake County. North Carolina Department of
Natural Resources and Community Development, Division of Land Resources, Geological Survey
' Section, Raleigh, NC. Bulletin 86.
Solutions-IES, Inc. 2005. Semi -Annual Groundwater Monitoring Report — August 2005, American
Media International, LLC, Burlington, North Carolina.
Solutions-IES, Inc. 2007. Semi -Annual Groundwater MonitoringReport — March 2 p 1 007, American
Media International, LLC, Burlington, North Carolina.
1 Solutions-IES, Inc. 2006. Workplan for Bedrock Assessment Activities — March 14, 2006 Semi Annual
Sampling, American Media International, LLC, Burlington, North Carolina.
1
22

TABLES

M
TABLE 1
SUMMARY OF WELL RECEPTOR SURVEY RESULTS
American Media International, Inc.
2609 Tucker St Extension, Burlington, North Carolina
Solutions-IES Project # 2400.04A2.AMIL
County Tax Map
Telephone
Distance from
Direction From
Water Supply
Approximate
Public
Private Well
Property Owner
Property Address
Parcel Number
Number
Source t
Source Area
Well Depth
Well Use
FKLM Corporation
1931 Hatchery Road
12-5-22
N/A
1,400
West
No
Yes
N/A
Non -drinking water (e.g. toilet
Burlington, NC 27215
flushing)
MGS Development,
1574 Industry Drive
Inc.
Burlin ton. NC 27215
12-5C-2B
N/A
1,400
Southeast
Yes
Yes
Unknown
Not currently used.
Aida P. Hahn Trust
903 Hahn Road
12-5-5
[phone]
1,350
Northwest
No
Yes
Unknown
Drinking water
Burlington. NC 27215
Gary M. & Pamela
2523 Tucker Street Ext
Non -drinking water (e.g. toilet
Oaklet
Burlington. NC 27215
12-5-1
(336} 449-4646
1,250
Northeast
No
Yes
Unknown
flushing)
Gary K. & Teresa L.
2612 Tucker Street
12-SC-2
N/A
1,150
East
No
Yes
Unknown
Not currently used. Property
Dewesse
Burlin ton. NC 27215
unoccupied
Ernest A. & Marie
1-85 & Tucker Street
C. Koury
Burlington. NC 27215
12-5-2
[phone]
N/A
Northeast
No
No
Unknown
N/A
Joseph R. & Dixie
923/930 Hahn Road
Kilpatrick
Burlington. NC 27215
12-5-6, 12-5-7
[phone]
North
Yes
Unknown
40-50 feet
Not currently used.
Lewis & Jennie
936 Hahn Road
12-5-8
[phone]
1,000
North
Yes
Yes
40-50 feet
Non -drinking water, irrigation
Lunceford
Burlington. NC 27215
only.
Jeffrey Stephen
952 Hahn Road
Dodson
Burlington, NC 27215
12-5-9
[phone]
800
North
Yes
Abandoned
40-50 feet
N/A
Robert W. & Ruth
960 Hahn Road
Powell
Burlington. NC 27215
12-5-1 ]
[phone]
750
North
Yes
Abandoned
40-50 feet
N/A
Robert C. & Diane
939 Hahn Road
R. Allen
Burlington. NC 27215
12-5-18, 12-5-19
[phone]
725
North
Yes
Yes
35-40 feet
Not currently used.
Hilda Johnson
966 Hahn Road
12-5-12
[phone]
700
North
Yes
Abandoned
40-50 feet
N/A
Burlington, NC 27215
David M. & Kathy
1006 Hahn Road
Pavne
Burlington. NC 27215
12-5-13
[phone]
680
North
Yes
Abandoned
40-50 feet
N/A
Catherine Evans
963 Hahn Road
12-5-16
[phone]
550
North
Yes
Abandoned
40-50 feet
N/A
Burlington NC 27215
Lattie F. & Evelyn
1010 Hahn Road
B.Curl
Burlin ton.NC 27215
12-5-14
[phone]
500
North
Yes
Abandoned
40-50 feet
N/A
Earl G. & Emma
1003 Hahn Road
Brown
Burlington. NC 27215
12-5-15
[phone]
400
North
Yes
Abandoned
100 feet
N/A
B.I. Transportation
2742 Tucker Street
12-5C-6
[phone]
Unknown
South
Yes
Unknown
Unknown
Property contact not aware of
Inco orated
Burlin ton, NC 27215
wells. Property unoccupied
Homac Corporation
'p
2455 Tucker Street Ext
12-5-21
[phone]
N/A
West
Yes
No
N/A
N/A
Burlington. NC 27215
E.C.Ingle Associate
Tucker St & Hatchery Rd
Limited
Burlington, NC 27215
12-5-52I
[phone]
N/A
Southwest
No
No
N/A
N/A
Southern Bell
Tucker Street Ext
Telephone
Burlin ton, NC 27215
12-5C-10
N/A
N/A
Northeast
No
No
N/A
N/A
N/A = not applicable

TABLE 2
ADJOINING PROPERTY OWNERS
American Media International, Inc.
2609 Tucker St Extension, Burlington, North Carolina
Solutions-iES Project # 2400.04A2.AMIL
County Tax Map
Telephone
Direction
Water Supply
Approximate
Public
Private Well
Property Owner
Property Address
Parcel Number
Number
Well Depth
Well Use
Gary K. & Teresa
2612 Tucker Street
12-SC-2
N/A
East across Tucker Street
No
Yes
Unknown
Not currently used. Property
L. Dewesse
Burlin on NC 27215
unoccupied
B.I. Transportation
2742 Tucker Street
12-5C-6
[phone]
South across Tucker Street
Yes
Unknown
N/A
Property contact not aware of
Inco orated
Burlin on, NC 27215
wells. Property unoccupied
Homac Corporation
2455 Tucker Street Ext
12-5-21
[phone]
Southwest Adjoining
Yes
No
N/A
N/A
Burlington, NC 27215
FKLM Corporation
1931 Hatchery Road
12-5-22
N/A
West Adjoining
No
Yes
N/A
Non -drinking water (e.g. toilet
Burlington, NC 27215
flushing
Aida P. Hahn Trust
903 Hahn Road
12-5-5
[phone]
Northwest Adjoining
No
Yes
Unknown
Drinking water
Burlington, NC 27215
Lewis & Jennie
936 Hahn Road
Non -drinking water, irrigation
Lunceford
Burlington, NC 27215
12-5-8
[phone]
North across Hahn Road
Yes
Yes
40-50 feet
only.
Robert C. & Diane
939 Hahn Road
R. Allen
Burlington, NC 27215
12-5-18, 12-5-19
[phone]
North Adjoining
Yes
Yes
35-40 feet
Not currently used.
Catherine Evans
963 Hahn Road
12-5-16
[phone]
North Adjoining
Yes
Abandoned
40-50 feet
N/A
Burlington, NC 27215
Earl &Emma
1003 Hahn Road
Brownn
Burlington, NC 27215
12-545
[phone]
North Adjoining
Yes
Abandoned
100 feet
N/A
David M. & Kathy
1006 Hahn Road
12-5-13
(336) 222-909I
North across Hahn Road
Yes
Abandoned
40-50 feet
N/A
Payne
Burlington, NC 27215
Lattie F. & Evelyn
1010 Hahn Road
B. Curl
Burlinizton, NC 27215
12-5-14
(336) 2274549
North across Hahn Road
Yes
Abandoned
40-50 feet
N/A
Notes:
N/A = not applicable
County Tax Parcel Numbers are shown on Figure 2

' TABLE 3
FRACTURE LISTING ON ATV LOGS
American Media International, Inc.
' 2609 Tucker St Extension, Burlington, North Carolina
Solutions-IES Project # 2400.04A2.AMIL
Orientation of Major Features Identified with Acoustic Televiewer
Fracture
From
To
Dip
Azimuth
Feature
Number
(Ft)
(Ft)
(Deg)
(Deg)
Type
1
74.6
74.83
34.04
280.89
Fracture
2
78.05
78.69
64.76
109.06
Fracture
3
85.83
85.93
19.47
95.88
Fracture
4
86.6
88.73
82.15
99.67
Fracture
5
92.22
92.52
41.09
324.75
Fracture
6
94.26
94.61
45.21
314.72
Fracture
7
99.82
99.94
21.43
118.68
Fracture
Well MP-3
Orientation of Major Features Identified with Acoustic Televiewer
Fracture
From
To
Dip
Azimuth
Feature
Number
(Ft)
(Ft)
(Deg)
(Deg)
Type
1
49.10
49.47
35.91
227.83
Fracture
2
54.94
55.1
18.78
46.70
Fracture
3
66.04
66.61
47.91
226.89
Fracture
4
72.25
72.97
55.09
19.40
Fracture
5
72.88
73.29
39.53
152.78
Fracture
6
'76.99
78.22
65.66
214.10
Fracture
7
86.23
87.28
64.99
166.45
Fracture
8
87.97
88.57
50.03
181.39
Fracture
9
91.91
92.55
51.83
185.80
Fracture
10
94.32
94.84
46.64
195.17
Fracture
11
106.12
107.88
74.76
102.16
Fracture
12
109.61
110.21
50.52
165.50
Fracture
13
111.11
111.34
26.14
161.03
Fracture
14
125.82
126.12
32.06
189.90
Fracture
15
140.36
140.89
45.45
297.77
Fracture
16
143.73
144.39
54.79
170.49
Fracture

TABLE 4
WELL COMPLETION INFORMATION
American Media International, Inc.
2609 Tucker St Extension, Burlington, North Carolina
Solutions-IES Project # 2400.04A2.AMIL
Total Depth
Top of
Bottom of
Well
(ft below
Screen Interval or
Well Location
Ground Surface
Top of Casing
Screen
Screen
Well
Installation
ground
Intake # and Depth
Elevation
Elevation
Elevation
Elevation
Designation
Date
surface)
(feet b s
Northing
I Easting
feet MSL
feet MSL
feet MSL
feet MSL
Unconsolidated Aquifer Wells
MW-1
7/2/1999
23.0
8-23
841506.0405
1866009.3894
632.55
632.22
624.6
609.6
MW-2
7/2/1999
22.0
7-22
841551.3622
1865908.6467
632.29
632.01
625.3
610.3
MW-3
7/2/1999
25.0
10-25
841444.1710
1865889.9471
631.39
631.19
621.4
606.4
MW-4
7/2/1999
26.0
11-26
841497.4923
1865971.5840
631.98
632.40
621.0
606.0
MW-5
7/22/1999
20.0
5-20
841267.8104
1865694.1267
632.54
630.61
627.5
612.5
MW-6
7/22/1999
20.0
5-20
841566.4017
1865735.3826
630.92
629.81
625.9
610.9
MW-7
7/22/1999
20.0
5-20
841719.4821
1865867.1587
630.26
629.67
625.3
610.3
MW-8
7/22/1999
20.0
5-20
841640.8019
1866042.5621
630.09
632.75
625.1
610.1
MW-9
7/22/1999
20.0
5-20
841385.7822
1865966.9731
633.09
632.29
628.1
613.1
MW-10
7/22/1999
20.0
5-20
841510.2044
1865945.8109
632.55
632.01
627.6
612.6
MW-11
3/10/2000
20.0
5-20
841472.8219
1865895.0817
631.82
631.48
626.8
611.8
MW-12
3/7/2001
18.0
8-18
841301.8691
1865856.4056
631.62
631.32
623.6
613.6
MW-13
3/7/2001
17.5
7.5-17.5
841422.7429
1865933.4236
631.70
631.50
624.2
614.2
MW-14
3/21/2001
27.5
7.5-27.5
841581.3143
1865981.8309
631.57
631.35
624.1
614.1
MW-15
3/6/2001
20.0
8-20
841394.7719
1865838.9847
631.37
631.12
623.4
611.4
MW-16
3/21/2001
28.0
8-28
841424.5403
1 1865788.5060
632.17
1 631.97
624.2
604.2
Bedrock Aquifer
Wells
DMW-1
8/10/1999
50.0
45-50
841475.5139
F1865916.0905
631.53
631.26
586.5
581.5
Port # 1.75 ft.
557.80
557.60
Feb/March
Port #2_86ft.
546.80
546.60
MP-1
120.0
--------------------
632.8 (est.)
632.42
Port #3, 94 ft.
---------------------
538.80
------------
538.60
-----------
Center Port, 120 ft.
512.80
512.60
Port # 1, 58 ft.
---------------------
576.40
------------
576.20
-----------
MP-2
Feb/March
] 00.0
Port #2, 75 ft.
--------------------
MP -Series bedrock well
634.4 (est.)
633.98
-- 559.40--
--559_20 -
2007
Port #3= 85 ft.
locations have not been
549.40
549.20
------------- -- _--
determined by survey
------------
-----------
Center Port, 100 ft.
534.40
534.20
Port # 1 49 ft.
580.05
------------
579.85
-----------
Port #2 60 ft.
569.05
568 85
Feb/March
-----------`-------
------------
---
MP-3
2007
130.0
Port #3 74 ft._
--- ---- ----- --
629.05 (est.)
628.65
-- 555.05--
--554.85 -
_--Port #4_90 ft_--
539_05
538.85
Center Port, 130 ft.
499.05--
498.85
' Notes:
Survey data for the MW and DMW-Series wells is from Boswell Surveyors, Inc.
Northing and Eastings referenced to NC Grid Coordinates. Elevations are NGVD 29.
' DMW-1 is a Type III Well
MP -Series wells use Solinst Continous Multiport Tubing (CMT) with screen intakes as noted
Well completion data for wells installed prior to 2007 is from Environmental Investigations Groundwater Monitoring Report, August 2004.

1
' . TABLE 5
GROUNDWATER ELEVATION DATA FOR MARCH 13, 2007
American Media International, Inc.
' 2609 Tucker St Extension, Burlington, North Carolina
Solutions-IES Project # 2400.04A2.AMlL
I
Well Designation
Top of Casing
Elevation
(feet)
Screen Interval or
Intake # and Depth
(feet bgs)
Depth to Water
(ft below TOC)
Groundwater
Elevation
(feet)
Unconsolidated Aquifer Wells
M W-1
632.22
8-23
8.11
624.11
M W-2
632.01
7-22
7.88
624.13
M W-3
631.19
10-25
6.98
624.21
MW-4
632.40
11-26
8.51
623.89
MW-5
630.61
5-20
6.85
623.76
M W-6
629.81
5-20
5.72
624.09
M W-7
629.67
5-20
4.24
625.43
M W-8
632.75
5-20
9.29
623.46
M W-9
632.28
5-20
8.27
624.01
MW-10
632.01
5-20
7.82
624.19
M W-11
631.48
5-20
7.31
624.17
MW-12
631.32
8-18
7.26
624.06
MW-13
631.50
7.5-17.5
7.20
624.30
MW-14
631.35
7.5-27.5
7.48
623.87
MW-15
631.12
8-20
6.97
624.15
MW-16
631.97
8-28
7.61
624.36
Bedrock
Aquifer Wells
DMW-1
631.26
45-50
7.08
624.18
MP-1
632.42
Port #1. 75 ft.
8.28
624.14
Port #2, 86 ft.
8.35
624.07
Port #3.94 ft.
8.35
624.07
Center Port, 120 ft.
8.41
624.01
MP-2
633.98
Port # 1, 58 ft.
10.65
623.33
Port #2, 75 ft.
10.67
623.31
Port #3, 85 ft.
10.61
623.37
Center Port. 100 ft.
10.52
623.46
MP-3
628.65
Port #1, 49 ft.
4.97
623.68
Port #2, 60 ft.
5.81
622.84
Port #3, 74 ft.
5.88
622.77
Port #4, 90 ft.
5.87
622.78
Center Port, 130 ft.
5.84
622.81
notes:
Top of Casing (TOC) elevations for MP -Series wells are approximate pending final survey.

TABLE 6
SUMMARY OF VOLATILE ORGANIC COMPOUNDS IN GROUNDWATER- MARCH 2O07
American Media International, Ina
2609 Tucker St Extension, Burlington, North Carolina
Solutions-IES Project H 2400.04A2.AMIL
WelMmplelD
Sample Date
PCE
(pg/L)
TCE I
(µB/L)
cis-1,2-DCE
(µB/L)
trans-1,2 DCE
(µB/L)
Vinyl Chloride
(µB/L)
1,1,1,2-TeCA
(µB/L)
1,1,2-TCA
W/L)
1,1-DCE
(µB/L)
Chioroethane
WIL)
1,4-Dioxane
(µB/L)
Chloroform
(µB/L)
NC 2L GW Standard (µB/L)
0.7
2.8
70
100
0.015
NSP
NSP
7.0
2,800
7
70
Unconsolidated Aquifer Wells
M%V-1
3/16/2007
0.56
6.2
100
19
670
<I
<I
19
<1
<800
<I
MW-2
3/13/2007
960
310
10
<0.5
<0.5
<I
<1
<I
<l
NA
<t
MW-3
3/14/2007
7,000
2,000
110
0.95
0.52
5.8
1.9
<1
<1
<800
1.9
MW-4
3/13/2007
100
1,100
1,300
28
460
<1
<I
6.8
5.2
NA
<I
MW-5
3/14/2007
<0.5
0.52
<0.5
<0.5
<0.5
<I
<1
<1
<1
NA
<t
MW-6
3/14/2007
1.2
<0.5
<0.5
<0.5
<0.5
<1
<1
<1
<I
NA
<1
AIW-7
3/14/2007
0.94
<0.5
<0.5
<0.5
<0.5
<1
<1
<I
<I
NA
<I
NlW-8
3/13/2007
16
2.7
1.6
<0.5
<0.5
<I
<1
<1
<I
NA
<I
120
22
1.4
<0.5
<0.5
<1
<I
<1
<I
NA
<I
13/2007
12,000
15,000
1,000
<03
<0.5
<1
<I
<1
<1
<900
<1
13/1-007
1,200
580
140
<0.5
<0.5
<1
<1
<1
<I
NA
<1
Mmw-93/13/2-100713/_'007
14/2007
23
3.1
1.2
<0.5
<0.5
<I
<1
<1
<I
NA
<I
13/2007
22,000
1,800
470
<05
<03
<I
<I
<1
<1
NA
<1
/13/2007
490
540
340
3
13
<1
<I
1.0
<I
NA
<I
/14/1-007
2.60
1A
<0.5
<0.5
<0.5
<I
<1
<1
<I
NA
<1
/14/2007
41
18
<QS
<0.5
<0.5
<1
<I
Q
<I
NA
<1
Bedrock Aquifer Wells
DMW-1
3/13/2007
23,000
34,000
900
<0.5
<0.5
<I
<1
<I
<I
NA
<I
DUP-l(DMW-!)
3/15/2007
18,000
26,000
960
<0.5
<0,5
<I
<I
<I
<I
NA
<1
M11-1-1
3/15/1-007
640
810
45
<0.5
<0.5
<I
<I
<I
<I
NA
<I
MP-1-2
3/15/2007
74
120
6.5
<0.5
<0.5
<1
<I
<I
<I
NA
<I
MP-1-3
3/15/2007
140
230
14
<0.5
<0.5
<I
<I
<I
<I
NA
<I
MP-1-4(CENTER)
3/15/2007
42
69
5
<0.5
<0.5
<I
<I
<I
<I
NA
<I
MP-2-1
3/14/2007
1 98
150
14
<0.5
<0.5
Q
<I
<I
<I
NA
<I
MP-2-3
3/14/2007
1,400
2,100
200
2.8
<0.5
<i
<I
3.2
<I
NA
<I
MP-2-4
3/14/2007
270
400
60
0.68
<0.5
<1
<I
<I
<I
NA
<I
NIP-2-5(CENTER
3/14!2007
28
36
53
<0.5
<0.5
<I
<1
<I
<1
NA
<1
MP-3-1
3/14/2007
<0.5
0.51
<0.5
<0.5
<0.5
<I
<1
<I
<I
NA
<I
MP-3-2
3/14l2007
<0.5
<0.5
<0.5
<0.5
<0.5
<I
<1
<I
<1
NA
<I
MP-3-3
3/14/2007
<0.5
<0.5
<0.5
<0.5
<0.5
<I
<I
<I
<1
NA
<I
NIP-31
3/1412007
<0.5
<0.5
<0.5
<0.5
<0.5
<t
<l
<l
<1
NA
<I
MP-3.6(CENTER)
311412007
<0.5
<0.5
<0.5
<0.51
<0.5
<I
<1
<1
<I
NA
<1
Notes:
NA - not analyzed this date
Bold values indicate concentrations are greater than the laboratory reporting limit.
Shaded concentrations exceed the 15A NCAC'_L Standards,
NSP - no 2L Standard promulgated. Any detection violates 2L.
DUP-I is a duplicate sample collected from DMW-1.
MP-2-2 was not sampled because of insufficient water (the screen is open to a non -productive fracture).

Ll
FIGURES

1
1
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1
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600
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SITE
oo
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CJ
r
REFERENCE:
USGS 7.5 MINUTE TOPOGRAPHIC MAP
BURLINGTON, NC 1969, Photorevised 1981.
(DRG digital map from N.C. Geological Survey, 1997)
0 295 590 1,180 1,770 2,360
Feet 1:10,000 �'' Solutions -IB
' ]rdust SITE LOCATION MAP No & Environment Services
AMERICAN MEDIA INTERNATIONAL
2609 TUCKER STREET EXTENSION
'
BURLINGTON, ALAMANCE COUNTY, NORTH CAROLINA
1101 Nowell Road, Raleigh, NC 27606
Phone [phone], Fax [phone]
Created by: KBB
Projed:2400.04A2.AMIL
Checked by: CZ
Date: MARCH 2, 2006
File; Figure 1.mxd

1
0 295 590 1,180 1,770 2,360 Feet 1:10,000 Solutions -IB
' industrial &Environmental Services
SITE LOCATION MAP
AMERICAN MEDIA INTERNATIONAL
2609 TUCKER STREET EXTENSION
' BURLINGTON, ALAMANCE COUNTY, NORTH CAROLINA
1101 Nowell Road, Raleigh, NC 27606
Phone [phone], Fax [phone]
Created by: KBB
Project: 2400.04A2.AMIL
Checked by: CZ
Date: MARCH 2, 2006
File: Figure 1.mxd
Software: ESRI ArcMap 9.1
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• • • • Gooiol;ic Contact �f' 4 '�_+�l�I(
� • \ � sls .v • t � iy - c � ' hl� t tic \�I i S ` � . . / ir�
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`� I; (`... 1 _.'.. fI - '�• � � . , ; .� ���, I •. • �� t.N'j'
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a f�, �._ � r �' Jail • i' • _ ��� • . 4�:, _ 't •.�" 1• l y .,.` 1 • •�� TTT���TTT
my = Illafic:and b25dlf �}� i'�; r`1� `� �Ia,� �� a I(:� i r•. �� , rra�le� � • _�` �-�� ? i
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:diorito/gabbro)
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r ,i _ `'._CJ /,r! I - �r--�_` � ��� i ia��� �.�+-_�— ,,� � >l „�i� rr„•1! `'"'}r�Zv `::, _,� / •r�;,i' -- -w• :`� i�`� •�� _ -
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-l�i T� '( i _r •� 1 .-.���.�� � � _. � �k. '� '� i( � / V .b'. ... ��- _farPF_" �� ;d` /ti �•.. ,�:
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:� � �\f"�'/F'�c \ `.i (�. ..17 a _ �i �, _) •�itl•//Sj S MUNIGP BU� �T,- ®rA � Vm /% ��' � � lr�. �'• it "• ®ir - ..
: � JP.•'.•-�, i \•- t �� dt®6' t� ` .� ..� �' t, .j. - •''J :/`_, � `' £ //
REFERENCE /� � tl r +Y!�` �{ QI� �lll .�•I � v �( pl� IIiS i� . ; i' � ✓ L
us<>s 7, nuNurE T019GF2aPFl c R'•ar'
BIJE.IIN(;TOtt. NC 196!d. 1 hckro ,lsacl �
1981, �- - da -^ `1 (Ila9 Q/ f � yt /• ► .l '_ _ �rr,' '•��.,
'CPo.Y dl ula r, Gum Yd,C. ('eok: - - } ,�a
' I n,-yeC.� .•-•, _ r
e ,, -• � iof
F aF � :IKaI oun,ey, 199T �.� � •�i o � - r ''
U ri i.- �/ 'w. A' /� \7 9 I `-,(J �. � � ' ��. � j �t �•�` - ( r�_ �•, ,I � �1.
00
Un011b-LES
Industrial & Emironntcnral Scrvica -R` D I i '� �� r 'T% i %` 1 '�, \1
.�..et U' N iv ell Rc,aj, Rafe c h. NC 2 a06 --------- y c: - w ` ^ OF I' 7 t - E` �111:�1 L= F� I �.�. t . o
) .�. (._ 1.�.�.__.__. CAN 1�11:: C Ifs I ICI TER R PJp T I ��i I `I,� L
Phu a 1918 Bra-tpl;0, Fsa 31f1 ;73-17i4
`onafed n++� — , ` � t _ �. •' r.:; �, .ICJ +,o�• �6N)c� �UC:KI::I� ,�TR.EFT E:,r,f1:NS,DN '
F.I li Prop3ct:.2400.04A.- P.MI_ C 1. -� \- �.p d�
:I r:akEcl hylD Do o. WN 17..g0eiI`� " •�; Ell1=tLINIGI"OIhJ, A,L..��P+r9�ItNc:; E. Cl�i I.I I�TI`, PJf�1R•�'H C;,IgR:OI..INA <•
/-.MI L iealnns.mzj
i J\-
ftwaro: E SFII 4r(Mnp 9 2 M IO U",E I ` : r..� �. !' I �` ,'• :.-����"J. "" -_• ��. N i' l`\ � �Y1J ._ - r, /' ,
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, • "' ..•. - ., � ter'
I
• F � P
NNtooiffialamlanyINNlomINNImllIs6YIIa1nl�kelANll�lolrsllxlalrellmunl®tRllacal®I!eI1BR61®Ful�rvsimc lr I� .Itit'1m�Ir��l �I Ir.1� Ir6trwlalxtlxaRiouwl®Gcl�eolp�lYYYtYYdf■6RIIx1iP.iMt°.I&Hldl¢xl_I2Izlaatllzll::In�Illmcrle4.rel�tlytMlll�r li INe60ll0slowtoo iimt J�111� ��116�x�llttll[fw�r�l�lfil ftI� In lie �1�

15
V
W
a
"Solution -IES
Industrial & Environmental Services
1101 NOWELL ROAD
RALEIGH, NORTH CAROLINA 27607
TEL. [phone] FAX.: [phone]
Data Frequency -Azimuth
Jo. of Data - 62
>ector angle - 100
>cale: tick Interval - 2% [1.2 data]
Aaximum - 11.3% 17 data]
Aean Resultant dir'n - N23E-S23W
951/6 Confidence interval - ±501
ROSE DIAGRAM OF LINEATIONS WITHIN
A TWO—MILE RADIUS OF THE SITE
AMERICAN MEDIA INTERNATIONAL, LLC
2609 TUCKER STREET EXTENSION
BURLINGTON, ALAMANCE COUNTY, NC
nGURE:
5

APPENDIX A
CORRESPONDENCE

p
1
. 10 -1E
Industrial j& Environmental Services LETTER OF TRANSMITTAL
1101 Nowell Road *Raleigh, North Carolina * 27607 * [phone] *Fax [phone]
TO: Mrs. Alda Hahn DATE: 11 April 2007
903 Hahn Road
Burlington, NC 27215 ATTN:
1 RE: Well water tests
1 ENCLOSED PLEASE FIND THE FOLLOWING ITEMS:
SHOP DRAWINGS COPY OF LETTER PRINTS SAMPLES
CHANGE ORDER SPECIFICATIONS Q PLANS © Lab report
COPIES:
1 COPIES DATE NO. DESCRIPZTON
I March 29, ESC cover pages 54 and 55
2007 page, P 8
TRANSMITTED AS CHECKED BELOW:
❑ FOR APPROVAL ❑ APPROVED AS SUBMITTED RESUBMIT COPIES FOR APPROVAL
[X FOR YOUR USE APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION
Q AS REQUESTED Ej RETURNED FOR CORRECTIONS Q RETURN CORRECTED PRINTS
1 a FOR REVIEW & COMMENT FOR FILE
FORBIDS DUE 20 PRINTS RETURNED AFTER LOAN TO US
' REMARKS:
' Mrs. Hahn, .
The water sample that we collected was analyzed for volatile organic compounds (VOCs). The same analyses
that are performed for the Al\E site. No compounds were detected. The BDL means "below detection limits"
1 The detection limit is shown in the Yd column. The units are milligrams per liter Most of the detection limits
are as low as 1 part per billion (0.001 mg/L). We will sample your well again next spring and let you know the
results. Please call me if you have any questions.
' Sincerely,
Walter J. Beckwith
CC: File SIGNED: l //

ENVIRONMENTAL
SCIENCE CORP.
Ms. Marianne Link
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
Report Summary
Thursday March 29, 2007
Report Number: L284997
Samples Received: 03/16/07
Client Project: 240004A2AM
Description: AMI
12065 Lebanon Rd.
Mt. Tuliet, TX 37122
[phone]
1-800-767-5859
Fax [phone]
TaX I.D. 62-0814289
Est. 1970
The analytical results in this report are based upon information supplied
bye you,
theregardingclient, and
adatafor your exclusive use. If you have any
spackage, please do not hesitate to call.
Reviewed By: I
3.riny un , pbu Representa.tive
Laboratory Cer0catron Numbers
A2LA - 1461-01, AIHA - 09227, AL - 40660, CA - I-2327, CT - PH-0197, FL - E87487
GA - 923, IN - C-TN-01, KY - 90010, MUST - 0016, NC - ENV375,DW21704, ND - R-140
NJ - TNO02, SC - 84004, TN - 2006, VA - 00109, WV - 233
A2 - 0612, MN - 047-999-395, NY - 11742, WI - 998093910, WA - C1915
This report may not be reproduced, except in full, without written approval from Environmental Science Corp.

r
22065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
1-800-767-ssss
SCIENCE CORP
Fax [phone]
.
Tax I.D. 62-0814289
Est. 1970
REPORT
OF ANALYSIS
Ms. Marianne Link
March 29,
2001
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
ESC Sample
# L284997-29
'
Date Received 'March 16, 2007
Description AMI
Site ID
Sample ID EARN WATER WELL
Project #
240004A2AM
Collected By Sean Jarvah
Collection Date 03/14/07 13:10
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
Volatile Organics
Acetone
BDL
0.050
mg/l
8260B
03/26/07
1
Aczylonitrile
BDL
0.010
mg/l
8260B
03/26/07
1
Benzene
BDL
0.00050
mg/1
8260B
03/26/07
1
Bromobenzene
BDL
0.0010
mg/1
8260B
03/26/07
1
'
Bromodichloromethane
Bromochloromethane
BDL
BDL
0.0010
0.0010
mg/l
mg/l
8260D
8260B
03/26/07
03/26/07
1
1
Bromoform
BDL
0.0010
tee/l
8260B
03/26/07
1
Bromomethane
BDL
0.0050
mg/l
8260B
03/26/07
1
n-Butylbenzene
BDL
0.0010
cog/1
8260B
03/26/07
1
sec-Butylbenzene
BDL
-0.0010
mg/1
6260B
03/26/07
1
tert-Butylbenzene
BDL
0.0010
tee/l
82603
03/26/07
1
Carbon disulfide
BDL
0.0010
mg/l
8260B
03/26/07
1
Carbon tetrachloride
BDL
0.0010
mg/1
82602
03/26/07
1
Chlorobenzene
BDL
0.0010
mg/l
8260B
03/26/07
1
Chlorodibromomethane
BDL
0.0010
mg/1
8260B
03/26/07
1
Chloroethane
BDL
0.0010
mg/1
8260B
03/26/07
1
2-Chloroethyl vinyl ether
BDL
0.050
mg/l
8260B
03/26/07
1
Chloroform
BDL
0.0010
erg/l
8260B
03/26/07
1
Chloromethane
BDL
0.0010
mg/1
8260B
03/26/07
1
2-Chlorotoluene
BDL
0.0010
mg/1
82608
03/26/07
1
4-Chlorotoluene
BDL
0.0010
US/1
8260E
03/26/07
1
1,2-Dibromo-3-Chloropropane
BDL
0.0020
mg/1
8260E
03/26/07
1
1,2-Dibromoethane
BDL
0.0010
mg/l
8260B
03/26/07
1
Dibromomethane
BDL
0.0010
are/1
8260B
03/26/07
1
1,2-Dichlorobenzene
8DL
0.0010
mg/1
62602
03/26/07
1
1,3-Dichlorobenzene
BDL
0.0010
mg/l
82603
03/26/07
1
1,4-Dichlorobenzene
8DL
0.0010
mg/l
8260B
03/26/07
1
Dichlorodifluoromethane
BDL
0.0010
ce/1
8260B
03/26/07
1
'
1,1-Dichloroethane
BDL
0.0010
mg/l
8260B
03/26/07
1
1,2-Dichloroethane
BDL
0.0010
mg/l
8260B
03/26/07
1
l,i-Dichloroethene
8DL
0.0010
mg/1
82609
03/26/07
1
cis-1,2-Dichloroethene
BDL
0.00050
mg/1
82603
03/26/07
1
trans-1,2-Dichloroethene
BDL
0.00050
mg/l
8260B
03/26/07
1
'
1,2-Dichloropropane
BDL
0.0010
mg/l
8260B
03/26/07
1
1,1-Dichloropropene
BDL
0.0010
erg/l
8260B
03/26/07
1
1,3-Dichloropropane
BDL
0.0010
mg/l
8260B
03/26/07
1
cis-1,3-Dichloropropene
BDL
0.0010
mg/1
6260B
03/26/07
1
trans-1,3-Dichloropropene
BDL
0.0010
mg/1
8260B
03/26/07
1
trans-1,4-Dichloro-2-butene
BDL
0.0010
mg/l
8260B
03/26/07
1
2,2-Dichloropropane
BDL
0.0010
mg/l
82608
03/26/07
1
Di -isopropyl ether
BDL
0.0010
mg/1
8260B
03/26/07
1
Ethylbenzene
BDL
0.00050
mg/l
8260B
03/26/07
1
Hexachlorobutadiene
BDL
0.0010
mg/l
8260B
03/26/07
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation
Limit(PQL)
Page 54 of 101

12065 Lebanon Rd.
Mt. Juliet —TN 37122
ENVIRONMENTAL
1-810 767-5859
' SCIENCE CORP.
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
REPORT OF ANALYSIS
Ms. Marianne Link
March 29, 2007
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
ESC Sample # L284997-29
Date Received March 16, 2007
Description AMI
Site ID
Sample ID HAHN WATER WELL
Project #
240004A2AM
Collected By Sean Jarvah
Collection Date 03/14/07 13:10
Parameter
Result
Det. Limit
Units
Method
Date
Dil
2-Hexanone
BDL
0.010
mg/l
8260B
03/26/07
1
Iodomethane
BDL
0.010
mg/l
8260B
03/26/07
1
Isopropylbenzene
BDL
0.0010
mg/1
82608
03/26/07
1
p-Isopropyltoluene
BDL
0.0010
mg/l
•82603
03/26/07
1
2-Butanone (MEK)
BDL
0.010
mg/l
8260B
03/26/07
1
Methylene Chloride
BDL
0.0050
mg/l
8260B
03/26/07
1
4-Methyl-2-pentanone (MIBK)
BDL
0.010
mg/l
8260B
03/26/07
1
Methyl tert-butyl ether
BDL
0.00050
mg/l
82608
03/26/07
1
Naphthalene
BDL
0.0050
mg/l
8260B
03/26/07
1
n-Propylbenzene
BDL
0.0010
mg/l
8260B
03/26/07
1
Styrene
BDL
0.0010
mg/l
8260B
03/26/07
1
1,1,1,2-Tetrachloroethane
BDL
0.0010
mg/l
8260B
03/26/07
1
1,1,2,2-Tetrachloroethane
BDL
0.0010
mg/1
8260B
03/26/07
1
1,1,2-Trichloro-1,2,2-trifluoro
8DL
0.0010
mg/1
8260B
03/26/07
1
Tetrachloroethene
BDL
0.00050
mg/l
8260B
03/26/07
1
Toluene
BDL
0.0010
mg/l
8260B
03/26/07
1
1, 2,3 -Trichlorobenzene
BDL
0.0010
mg/l
8260D
03/26/07
1
1,2,4-Trichlorobenzene
BDL
0.0010
mg/l
8260B
03/26/07
1
1,1,1-Trichloroethane
BDL
0.0010
mg/l
82608
03/26/07
1
1,1,2-Trichloroethane
BDL
0.0010
mg/l
8260B
03/26/07
1
Trichloroethene
BDL
0.00050
mg/l
82608
03/26/07
1
Trichlorofluoromethane
BDL
0.0010
mg/1
8260B
03/26/07
1
1,2,3-Trichloropropane
BDL
0.0010
m3/1
8260B
03/26/07
1
1,2,4-Trimethylbenzene
BDL
0.0010
mg/l
8260B
03/26/07
1
1,2,3-Trimethylbenzene
BDL
0.0010
mg/l
82608
03/26/07
1
1,3,5-Trimethylbenzene
BDL
0.0010
mg/1
8260E
03/26/07
1
Vinyl acetate
BDL
0.010
mg/1
8260B
03/26/07
1
.Vinyl chloride
BDL
0.00050
rsg/l
82608
03/27/07
1
Xylenes, Total
BDL
0.0030
mg/l
8260E
03/26/07
1
Surrogate Recovery
Toluene -de
95.8
# Rec.
8260E
03/26/07
1
Dibromofluoromethane
106.
% Rec.
8260E
03/26/07
1
4-Bromofluorcbenzene
96.8
3k Rec.
8260E
03/26/07
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQI;)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 03/29/07 10:34'Printed: 03/29/07 13:19
Page 55 of 101

APPENDIX B
WELL VIDEO PHOTOLOG

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-1 Top of the water table at approximately 11.1 ft below the top of the PVC casing
(TOPVC).
MP-1 Base of Surface Casing at approximately 70.5 ft below TOPVC.
1

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
s,a •
i
Ilk
MP-1 Competent bedrock with a small subhorizontal quartz vein at approximately 74.1 ft
below TOPVC.
k
tr rf +W It
r
. f
MP-1 Fracture zone at approximately 77 ft below TOPVC.
2

Photolog from Well Video of Bedrock Wells MP -I, MP-2 and MP-3
C
MP-1 Close-up view of fracture zone at approximately 77.1 ft below TOPVC (screened
for groundwater sampling).
MP-1 Another close-up view of fracture zone at approximately 77.1 ft below TOPVC.
3

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
k
r,
�44,
�► + r
lv
F
_Ik'
MP-1 Competent bedrock with mineralogical variations indicated by color and textural
changes.
ti 1.-i• +_ �.- �•_.,1� '�__ '_-1 � _..y �.
�'. ��' ' .. r• o- x�, a i1
• V
OF
O r' ail 1
MP-1 Geological formation contacts and interlayering of various rock types.
4

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
Li
J�� • ., .�.M��'� ter/ �� .- _ _ _ t
04, IN
LNt - 4%h - --"- - . - --
�<
4
MP-1 Geological formation contacts and interlayering of various rock types.
MP-1 Entering an area of diorite that is weakly fractured at approximately 80.3 ft below
TOPVC.
E

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
F
Geological contact zone between felsic metavolcanic (light colored) and basic diorite
(dark colored) rock types.
k 1,
1N �,� �.., fir• �. .v
.W
Geological contact zone between felsic metavolcanic (light colored) and basic diorite
(dark colored) rock types.
0

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
11
k
MP-1 Approaching contacts and fracture zone at approximately 87-88 ft below TOPVC
(screened for groundwater sampling).
''
re
r
MP-1 Fracture Zone above, closer view.
7

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
G
:t
r
off At
� �� �� ,�,•� �nw-.�♦ weft{�� '> f,,,,,,
t
-Ak
41
14
i F
Ok
s'A'• ,ir f
MP-1 Vertical fracture at approximately 87 ft below TOPVC.
Ile
k+
.,.'{ ? 1
► � � �,► + � +Its j' ,,` , t ��� 1 lr
IN
+ f
•� � � � •�, i .,1►�a ♦ - � .r�,.�y _sue.. +- •.I � ,�
r _
MP-1 Same vertical fracture as above shown in 3-dimensions
+3

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
.f
I ,
MP-1 Fracture zone at approximately 94 ft below TOPVC.
x
MP-1 Approaching fracture zone at approximately 94 ft below TOPVC (screened for
groundwater sampling).
W

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-1 Closeup of fracture zone at approximately 94.6 ft below TOPVC.
r
, � 11
t•
t
MP-1 Approaching a fracture zone at approximately 97-98 ft below TOPVC.
[to]

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
1
MP-1 Approaching a fracture zone at approximately 97-98 ft below TOPVC.
� i f
, 41
ram._
MP-1 Interlayering and interfingering of felsic metavolcanics and diorite at
approximately 97.8 ft below TOPVC.
1 11

Photolog from Well Video of Bedrock Wells MP -I, MP-2 and MP-3
r
i
MP-1 Approaching a fracture zone at approximately 103 ft below TOPVC.
J
MkQRQIMMIdO PAO-7-P,
t
MP-1 Approaching a fracture zone at approximately 120-121 ft beloxv TOPVC shoe ing
intersection of vertical and horizontal fractures.
IVA

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
n
1
MP-1 Closer view of the fracture zone at approximately 120-121 ft below TOPVC
showing intersection of vertical and horizontal fractures.
101,11
—, 7�1
� s
MP-1 Detailed view of the fracture zone at approximately 120-121 ft below TOPVC
showing intersection of vertical and horizontal fractures.
13

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-1 Close-up of fracture zone above at approximately 120-121 ft below TOPVC.
MP-1 Detailed close-up of fracture zone at approximately 120-121 ft below TOPVC
(screened for groundwater sampling).
14

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-1 Bottom of borehole at approximately 125.1 ft below top of PVC casing (TOPVC).
Weathered bedrock at 58.9 feet below the top of the casing (TOPVC) at the bottom of the
PVC casing in MP-2.
15

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
Highly fractured zone in MP-2 at Approximately 60.3 feet from the top of casing. The
loose overhanging rock partially blocking part of the borehole prevented deeper video
monitoring
Hard unfractured rock below a depth of 61 feet TOPVC. This shows the bedrock below
the fracture and the potential rock blockage shown in the photograph above. The rock
16

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
was dislodged shortly after this video was shot and completely blocked the hole. The
blockage was cleared with a drill rig the following day and video was reattempted
However visibility conditions were too cloudy to view the well and logging was
terminated at 61.1 feet TOPVC.
MP-3 at the bottom of the PVC casing 41 feet below TOPVC.
17

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-3 Transition zone immediately below the PVC casing at approximately 41.7 ft belo%
TOPVC.
MP-3 Approaching a fracture zone below 42.9 ft below TOPVC.
18

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP_; Qamr- frni-fimP ac AnvP clnsPr view
MP-3 Fracture zone at approximately 47.3 ft TOPVC.
19

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-3 Fracture Zone at approximatel�� 50.0 ft TOPVC (screened for groundwater
MP-3 Fracture Zone at approximately 50.0 ft TOPVC, closer view.
20

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-3 Zone of weakly fractured bedrock at approximately 54.1 ft below TOPVC..
21

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-3 Small fracture zone at
55.9 ft below TOPVC.
MP-3 Quartz vein crossing bedrock, minor fracturing at approximately 60 ft TOPVC.
22

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
Fracture zone at approximately 62 to 64 ft TOPVC. This zone was screened for
MP-3 Approaching a fracture zone at approximately 66-67 ft below TOPVC.
23

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-3 View of competent bedrock below the afore mentioned fracture zone at 66-67 ft
below TOPVC.
Al
_.- _ f
MP-3 Fracture zone at approximately 73-74 ft below TOPVC. Screened for groundwater
sampling.
24

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
E
MP-3 Same fracture zone as previous frame, different view from approximately one foot
deeper.
MP-3 Vertical fracture at approximately 80 ft below TOPVC.
25

Photolog from Well Video of Bedrock Wells MP-1, MP-2 and MP-3
MP-3 Turbid water conditions at approximately 88.2 ft below TOPVC reducing the
clarity of the view.
26

APPENDIX C
GEOPHYSICAL LOGS AND COMPACT DISCS

r r� r r r r r� ■r r■� i■r rr �r rr rM rr rr it rr �

tf

GEOLOGICAL
LOGGING
SYSTEMS
PII Da• (Hfl. LNl.strhl Pork. Aurfl.ta VA e460 t76-13e2-SM7
DIGITAL LOG
I i M...wu�o Clll IITiiWC (CC
Inoation/Pleld Ala
county : ALANANCE
(ROTARY
9064
GEOLOGICAL
LOGGING
■■_ SYSTEMS
P6 eox s4e, t11s1atN.l t%,k, WMfww vA e46e5 276-Zte-W7
DIGITAL LOG
F�w.uw. _ CfY IITTflYQ KC
Iaeatlae/FLiI MII
County AL.AKV"
MI I.w t!_w.l....• I
ROTARY
� %41
a.ac:carG -
:airao-i.-.-�
singe -
awaeAz
.QrWTAAKLW .
i bat. 02/13/07
Permaneu! Datum =
Eietaff— I
1LG
flP/"/n7
Parma emf. I)ata.m
Rinr.t;,.n..
i2aoo
BHT. �.: Z. 6`3__ -
�' -
Deutth L"1LS�
. 2C`.WJ
I.3?t'.:::
YAS Bouest 123.89
I.od Measured From; GL
1w -
ug Dottam
123.89
Ing Measured From: GL
DP
1u6 Tap 62.70
Drl Measured From : GL
ta. - �
148 TO
&a
Drl Measured Prom: GL
OL -
t -
ic.4=_dc a
-
"..— _�=�,
=:�
�_ :t
CuloB iLiatoe...: 2
Plaid O loo BLUEFIELD
irk.-
_'Y�- I
�,:
Cadty lbiaknes6:
2
Pletd MIIoe B UEKm n
Le
Cast" TYPO PVC
Recorded B7 J. WEBB
: PVC
Reoorded By J. WEBB
8tt Else : 4
borehole Paid WATER
rue s PROCESSED
mt true
Horebole Plaid WATER
Pile PROCESSED
MsBealo Ds . -0
HM -
type : 9064 I
Magnetic Deol.
8
4...
RM
-
T"a 9041C
Naafrm 1latsl: SANDSTONE
Plaid Delta TT -
Tfresk: 67000
Neutron Matrix
SANDSTONE
Plaid Delft T -
Tbresh: 67000
NDems.ts _
Remarks
-
i uogjn�e.a m p,...i®p6swai 1n iwturs. fnota�ne iioM Caswibeoa
AeouretaIeaarake
rri6c MA"CompiKuy
lions nis imparioa► !]a Naiaew. i'urems 6oie Gondiiians Rill"
a
wmF+eAA 1Y
a..
ft snt+,v+ Te w-sre.ze T�s Ate!! r_m-aft znm--
(�
I
GAM(NAT)
(CPS,
1
rsa_ss_a�sra.
else
'
�
�C
�
as.
NON � AM
w�
a�rla
■na
a�.�_eea:ssraal.lwel.
L_
�
r.
_ o_
lNee
.slrs�
fiowmww
�i.i
tMa.sl�ws_siuts�lr.arane.�
ii6iRA
i
7r
ri�_rs
,ate
asasaa>•rsa:���
f:
w.
S.���.s_r.s
%i
fir.
�rr�idL't'C
rlan.�n
GL"�'j"�R�rT�'
a
s0lr_-
....r•....
�_
Hama...al�..
_sso.r
s_
_
ssae
�...�
�
—asses-..-.�.a�r_assaesra
-mar
el�� ea
..s�.l
tars
�aa�e�r
a��is
aws
Mom
O�
ftwhkewlml
. -
s�law�.
=r..iisr�e_
��I���
.alallssJta
_�e�a_�'
l;f
asal�•�A�.r.�aae1•.e�a_R�
.�
win
�a
���
rr.l�7a_teaa..a��et
tom*
REM
I.ra<tre
r�asnaemer.tnf�l�
arrsw�,

i
f
3
GEOLOGICAL GEOLOGICAL
LOGGING ` LOGGING
SYSTEMS SYSTEMS
PA Jim e48. Crab urb4.: Pores, JLm Wid VA 84605 276-LZP- 467 ' P4 ter OW bodimbrl.t P.A , M—fWd VA 24605 276723467
DIGITAL LOG DIGITAL LOG
Company
SOLUTIONS MS
Other Serdces:
C-47
ALAMANCE
Siite
: MI M CARTTLTKA
Date
QE/14/O7
Paemanant Datum -
neratloas
tog Tap
: 48M
-__--
Del Mossored Frain s GL
Q. -
t�H�nJ�
Caw.:i =fomeice-
. 4
u--t 4i
QuAnd 1-11e4uw.: G
Fiala othm BLAJ FIE"
Casing Type
; PVC
Beosrded By 'L WEBB
MagnsUe DooL
-8
Ml -
Type 9O64A
matrix Density
M5
81I Tomparatura -
Ieg 1--l(r
_._ _�-
3tiri�wa A7�C"
Remarb
i J k-i A-
-
Tl"M ii"-%& -A ' -
� blilw
ioounb�Iaterpeetatto■■�DifIIa■!t
ail 8arrleea Prorldad :7ttbJaet TO etaadaM Torino and CaneltJana.
CALIPER (INCH)
b
—au
Company
SOLUTIONS IES
OtIIer 8ervloee:
i.r:aaza.gi Fivi¢
Cogaty
.:�:
ALAMANCE
r
9041
Stitt
t.EtRTH CAROLMLA
Dab
02/13/07
Perma4ent Datum -
llafratiena
Iq Top
040
IYA Measwed From: GL
OL s -
t ne1f..A�
l:t" 'thtcalea.:
.[
how Oflloe iLUEt IEU
Casing Type
PVC
Recorded By L VEBB
Hadaetic Deo4
♦
ON -
Type 9O41C
Matrix Density
: ?65
Bin 'rsmp'"tmrs -
tag 1'-10'
blues
Fiomarl�
-
m .. _.-.-... .Y._..._... �:L .:44Q�W4^v ...v °. •L^�E L'^�4�CC.E:�
soournb�mterpr■uAli
Pradldad lelbleat To litandard Tmme and C4nditlana.
UAIMCt4A l J (CPS)
Ln
act W Ln U
l
anal
go-
o
_
Inas
T�I114A
i
FEES
QL■'t
=
W.;
CS.■......
�.
�.
1-000i�
ssrr�
aTir
sigi'=
a
Mal
BMW,!
r■. i
rre
.�ii
ama■■■n�■
all
_
I
`0a■■4—
r
�m'ians.■eal.a
M=k,MMNM
roLAW
=aii
� ■
NAME

I
Appendix C
EM Flow Meter Data
well MP-1
Flow Meter Readings for Various Test Depths
Time 15:43
Test
Depth
Rate
Rate
Number
(Ft)
(Umin)
G/min
1
111.07
-0.007
-0.002
2
105.54
0.037
0.010
3
100.49
0.012
0.003
4
89.57
0.020
0.005
5
79.39
0.023
0.006
6
72.98
-0.008
-0.002
7
65.01
-0.002
0.000
Well MP-1
Flow Meter
Readings for Various Test Depths
Time 16:34
Test
Depth
Rate
Rate
Number
(Ft)
(Umin)
G/min
1
100.11
-0.136
-0.036
2
89.99
-0.274
-0.072
3
80.07
-0.412
-0.108
4
73.05
-0.833
-0.218
5
64.99
-0.253
-0.066
Flow Meter Readings for Well MP-1
Test at 15:43, February 13, 2007
Liters per Minute
0.040 0.030 0.020 0.010 0.000 -0.010 -0.020
20
j d
e
a
80
C
r
tll
120
Flow Meter Readings for Well MP-1
Test at 16:43, February 13, 2007
Liters per Minute
0.000 -0.200 -0.400 -0.600 -0.800 -1.000
0.00
0.00
d
U.
C
• L
a
80.00
0
d
ra. ~
,20.00--
C-7

Appendix C
EM Flow Meter Data
Well MP-2
Flow Meter Readings for Various Test Depths
Time 11:49
Test Depth Rate Rate
Number (Ft) (Umin) G/min
1 83.77 -0.133 -0.035
2 70.06 -0.170 -0.045
3 59,93 -0,037 -0.010
4 59.58 -0.195 -0.051
Flow Meter Readings for Well MP-2 Test at 11:49,
February 14, 2007
Liters per Minute
0 -0.05 -0.1 -0.15 -0.2 -0.25
C-8

Appendix C
EM Flow Meter Data
Well MP-3
Flow Meter Readings for Various Test Depths
Time 12:08
Test
Depth
Rate
Rate
Number
(Ft)
(Umin)
G/min
1
149.51
-0.156
0.041
2
144.55
-0.129
-0.034
3
134.38
-0.132
-0.035
4
124.41
-0.132
-0.035
5
115.38
-0.159
-0.042
6
99.08
-0.115
-0.030
7
84.57
-0.074
-0.019
8
69.55
-0.061
-0.016
9
57.53
-0.101
-0.026
10
35.52
0.005
-0.001
Well MP-3
Flow Meter Readings for Various Test Depths
Time 12:55
Test
Depth
Rate
Rate
Number
(Ft)
(L /min)
G/min
1
150.19
-0.059
-0.015
2
144.77
-0.056
-0.015
3
134.98
0.016
0.004
4
125.00
0.056
0.015
5
84.86
0.019
0.005
6
69.95
0.073
0.019
7
56.94
-0.004
-0.001
8
39.37
0.398
0.104
9
34.78
0.096
0.025
Well MP-3
Flow Meter Readings for Various Test Depths
Time 13:21
Test Depth Rate Rate
Number (Ft) (Umin) G/min
1 70.29 -0.006 -0.001
2 40.80 -0.003 -0.001
3 34.96 0.361 0.094
Flow Meter Readings for Well MP-3
Test at 12:08, February 13, 2007
Liters per Minute
0.05 0 -0.05 -0.1 -0.15 -0.2
20
d
LL
I
w
a
d
O
120
1so
Flow Meter Readings for Well MP-3
Test at 12:55, February 13, 2007
Liters per Minute
0.5 0.4 0.3 0.2 0.1 0 -0.1
f
LL
c
oe w
a
d
00-00 C
I �
I
-1 so.00�
Flow Meter Readings for Well MP-3
Test at 13:21, February 13, 2007
Liters per Minute
0.4 0.3 0.2 0.1 0 -0.1
d
0-°� LL
a-00- c
w
a
m
0
F
80.00-J
C-9

APPENDIX D
WELL CONSTRUCTION RECORDS

NON ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2249
1. WELL CONTRACTOR:
Walter Beckwith
Well Contractor (Individual) Name
Solutions-IES
Well Contractor Company Name
STREET ADDRESS 1101 Nowell Road
'
Raleigh, NC 27807
City or Town State Zip Code
91( 9 )-873-1060
'
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MP-2
STATE WELL PERMIT#(if applicable) WA
D WQ or OTHER PERMIT #(if applicable) NIA
'
WELL USE (Check Applicable Box) Monitoring ® Municipal/public p
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigationp Other Q (list use)
'
DATE DRILLED Competed on 2J23/07
TIME COMPLETED AM p PM p
3. WELL LOCATION:
'
CITY. Burlington COUNTY Alamance
2609 Tucker Street Extension
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
'
TOPOGRAPHIC / LAND SETTING:
O Slope p Valley O Flat []Ridge ❑ Other
(check appropriate box)
'
be in degrees,
LATITUDE 3 6°'03' 42.1' �ina
tes, seconds or
LONGITUDE 79_27' - 11.8" decimalformat
Latitude/longitude source: t3GPS ❑Topographic map
(locatbn of weg must be shown on a USGS topo map and
'
attached to this form Jf not using GPS)
4. FACILITY• is the name or the business where the well is located.
FACILITY ID #(if applicable) N/A
.
NAME OF FACILITY American Media International, L.L.C.
STREET ADDRESS 2609 Tucker Street Extension
Burlington, NC 27215
City or Town State Zip Code
CONTACT PERSON Mr. Jay Jones
MAILING ADDRESS 2609 Tucker Street Extension
Burlington, NC 27215
City or Town State Zip Code
33( 6 � 229-5554
'
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 100
'
b. DOES WELL REPLACE EXISTING WELL? YES p NO Q
C. WATER LEVEL Below Top of Casing: 10.7 FT.
(Use'+" if Above Top of Casing)
d. TOP OF CASING IS - 0.3 FT. Above Land Surface -
`Top of casing terminated atfor beiaw land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 15± METHOD OF TEST During Drilling
f. DISINFECTION: Type None _ Amount NIA
g. WATER ZONES (depth):
From
To-
From
To
From
To
From
To
From
To
From
To
6. CASING:
Thickness/
From 0.3
Depth
To 40
Dileter
Ft. 6-inch
Wepht Material
c 4 PV(:
From 0.3
To 58.9 •
FL 4-inch
Sch 40 PVC
From 0.3
To 100
FL 1.7
_(;MT Poly
7. GROUT:
Depth
Material
Method
From 0.3
-,-
To 58.9
Ft Cement
Tremie
From vanes
To'eihs1ow
FL Bentonite
Pellets
From 0.3
To 5.0-
Ft Cement
pour
S. SCREEN:
Depth
Diameter
Slot Size Material
From varies
To DBeDe'°"
Ft.1.7 in.
100ra-sh In. Stainless
From
To
Ft. in.
in.
From -
To
Ft. in.
in.
9. 'SAND/GRAVEL PACK:
Depth
Size
Material
From varies
To see below Ft. 20-40
silica
From
To
FL
From
To
Ft.
10. DRILLING LOG
From To
0.0 - 40
40 - 58.9
58.9- 124.5
124.5
Screen Details
Port# Deoth of Intake
#1 58 ft
#2 65 It.
#3 751L
#4 8511.
Center 100 it
Formation Description
Overburden
Weathered rock
Bedrock
Drilling terminated
Sand
Bentonite seat
'5.0 - 73
56 - 60
60 - 63
63 - 65.5
65.5 - 73
73 - 77
77.83
B3 - 89
89 - 96.4
96.4 -105
105 -124.5
11. REMARKS:
Well was constructed using Solinst Continous Multiport Tubing (CMT).
Part numbers shown above represent fractures screened. Bottom interval
uses center port. See www.solinst.com for additional info
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THATA COPY OF THIS
RECORD HAS BEEN PROVID TO THE WELL OWNER.
4103/07
SIGNA URE OF RTIFIED WELL COO��NTRACTOR DATE
// /I F
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt.,
1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Form Rev. 7/05l05

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2249
1. WELL CONTRACTOR:
Walter Beckwith
Well Contractor (Individual) Name
'
Solutions-IES
Well Contractor Company Name
• STREET ADDRESS 1101 Nowell Road
Raleigh, NC 27607
City or Town State Zip Code
91( 9 )-873-1060
Area code- Phone number
'
2. WELL INFORMATION:
SITE WELL ID #(Ifapplicable) MP-1
STATE WELL PERMIT#(if applicable) N/A
'
DWQ or OTHER PERMIT #(if applicable) N/A
WELL USE (Check Applicable Box) Monitoring ® Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery p Injection p
Irrigation[] Other ❑ (list use)
DATE DRILLED Competed on 2/23/07
TIME COMPLETED AM p PM ❑
3. WELL LOCATION:
'
CRY: Burlington COUNTY Alamance
2609 Tucker Street Extension
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
'
TOPOGRAPHIC / LAND SETTING:
Q Slope ❑ Valley 17 Flat p Ridge ❑ Other
(check appropriate box)
LATITUDE 3 6°`3' 48.1" May be in degrees,
minutes, seconds or
LONGITUDE 79 °- 27' -15.a- in a decimal format
Latitude/longitude source: riGPS OTopographic map
(location of weg must be shown on a USGS topo map and
attached to this form i7not using GPS)
4. FACILITY -is the name of the business where the well Is located.
FACILITY ID #(if applicable) N/A
NAME OF FACILITY American Media International, L.L.C.
STREET ADDRESS 2609 Tucker Street Extension
'
Burlington, NC 27215
City or Town State Zip Code
CONTACT PERSON Mr. Jay Jones
MAILING ADDRESS 2609 Tucker Streei Extension
'
Burlington, NC 27215
City or Town State Zip Code
( 336 ), 229-5554
Area code - Phone number
'
5. WELL DETAILS:
a. TOTAL DEPTH: 120
'
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 8.3 FT.
(Use'+" if Above Top of Casing)
d. TOP OF CASING IS - 0.3 FT. Above Land Surface'
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 15t METHOD OF TEST During Drilling
f. DISINFECTION: Type None Amount N/A
g. WATER ZONES (depth):
From
To
From
To
From
To
From
To
From
To
From
To
6. CASING:
Thickness/
Depth
Dia eter
W h
Ma rial
From 0.3
To 39
Ft. 6 tnc�i
Sch9a�
pV
From 0.3
To 70.5
FL 4-inch
Sch 40
PVC
From 0.3
To 120
FL 1.7
CMT
Poly
7. GROUT:
Depth
Material
Method
From 0.3
To 70.5
Ft. Cement
Tremie
From vanes
To'esbe1Dn
Ft. Bentonite
Pellets
Fin 0.3
To 5.0'
FL Cement
pour
8. SCREEN:
Depth
Diameter
Slot Size
Material
From varies To-6below FL1.7 in. 100mesh_ in. Stainless
Fran To
Ft. in.
in.
From To
FL in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
From varies To see below Ft. 20.40
silica
From To
FL
From To
FL
10. DRILLING LOG
From To
Formation Description
0.0 - 39
Overburden
39 - 70.5
Weathered rock
70.5 -124.5
Bedrock
124.5
Drilling terminated
Screen Details
Sand
Bentonite seal
Port# Depth of Intake
'5.0 - 73
#1 75 ft
73 - 77
77 - 82.5
#2 86 ft.
62.5 - 86.9
86.9 - 91.7
#3 94 ft.
91.7 - 96.2
96.2.118.2
Center 120 ft
1182 - 121
121 -124.5
11. REMARKS:
Well was constructed using Solinst Continous Multiport Tubing (CMT)
Port numbers shown above represent fractures screened. Bottom interval
uses center port. See www.solinsLcom for addCtonal info
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE W 1711
1 SA NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED To THE WELL OWNER.
A/ 4/03107
SIGNATURE / CERTIFIED WELL
>CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW-1b
1617 Mail Service Center -Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev.7105

F
1
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2249
1. WELL CONTRACTOR:
Walter Beckwith
Well Contractor (Individual) Name
Solutions-IES
Well Contractor Company Name
STREET ADDRESS 1101 Nowell Road
Raleigh, NC 27607
City or Town State Zip Code
91( 9 ).873-1060
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) MP-3
STATE WELL PERMIT#(if appricable) WA
DWQ or OTHER PERMIT #(if applicable) NIA
WELL USE (Check Applicable Box) Monitoring M Municipal/Public p
Industrial/Commercial ❑ Agricultural ❑ Recovery Injection ❑
In igationo Other ❑ (list use)
DATE DRILLED Competed an 2123107
TIME COMPLETED AM ❑ PM O
3. WELL LOCATION:
CITY: Burlington COUNTY Namance
2609 Tucker Street Extension
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley g3Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 6 e - 03' 42.1" May be in degrees,
minutes, seconds or
LONGITUDE 79e - 27' -11.1" in a decimal format
Latitude/longitude source: ;a GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form f7not using GPS)
4. FACILITY -is the name of the business where the well Is Iocate0.
FACILITY ID #(if applicable) N/A
NAME OF FACILITY American Media International, L.L.0
STREET ADDRESS • 2609 Tucker Street Extension
Burlington, NC 27215
City or Town State Zip Code
CONTACT PERSON Mr. Jay Jones
MAILING ADDRESS 2609 Tucker Street Extension
Burlington, NC 27215
City or Town State Zip Code
( 336 l- 229-5554
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 130
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 4-97 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS - 0.3 FT. Above Land Surface*
'Top of casing terminated atlor below land surface may require
a variance In accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): 10± METHOD OF TEST During Drilling
f. DISINFECTION: Type None Amount NIA
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING:
Thickness/
From 0.3
Depth
To 40
D•i eter
FL 6 I'll
Wei h Ma rial
Sctig4b pV�
From 0.3
To 130
Ft. 1.74nch
CMT Poly
From
To
FL
7. GROUT:
Depth
Material
Method
From 0'3
To 40
FL Cement
Tremie
From varies
To see below
FL Bentonfte
Pellets
From 0.3
To 5.0"
Ft Cement
pour
8. SCREEN:
Depth
Diameter
Slot Size Material
From varies
To feibe10" Ft.1.7 )n.
loomesh in Stainless
From
To
Ft in.
in.
From
To
FL in.
in.
9. SAND/GRAVEL
PACK:
Depth
Size
Material
From varies
To see befow FL 20AG
silica
From
To
FL
From
To
FL
10. DRILLING LOG
From To
Formation Description
0.0 - 40
Overburden
40 -150
Bedrock
150
Drilling terminated
Screen Details
sand
Bentonite seal
Port#
Depth of Intake
'5.0 - 47.1
#1
49 it
47.1- 51.0
51 - 59.1
#2
60 fL
59.1.63
63 - 72
#3
74 It.
72 - 76
76 - 87.1
#4
90 IL
87.1 -92.8
92.8 -109.4
#5
110ft
109.4-112
112-129.8
Center
130 It
129.8 -131.7
131.7 -150.0
11. REMARKS: '
Weft was constructed using Solinst Continous Multiport Tubing (CMT).
Port numbers shown above represent fractures screened. Bottom interval
uses center port. See www.solinst.com for additional info
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THATA COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
(A&ff /4/03/07
SIGNATURE,OF CERTIFIED WELL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Info rmation'Mgt.,
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Form Rev. 7/05/05

APPENDIX E
IDW LABORATORY REPORTS AND CHAIN OF CUSTODY

12065 Lebanon Rd.
'
Mt. Juliet, TN 37122
ENVIRONMENTAL
(- 758-5859
1-800-767-5859
SCIENCE CORP.
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
Ms. Walt Beckwith
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
Report Summary
Monday February 26, 2007
Report Number: L280384
Samples Received: 02/14/07
Client Project: 2400.04A3.AMIL
Descri tion: AMI Bedrock Wells
The analytical results in this report are based upon information supplied
by you, the client, and are for your exclusive use. If you have any
questions regarding this data package, please do not hesitate to call.
Reviewed By:
immy un , epresen a > ve
Laboratory Certification Numbers
A2LA - 1461-01, AIRA - 09227, AL - 40660, CA - I-2327, CT - P11-0197, FL - E87467
GA - 923, IN - C-TN-01, Ky - 90010, KYUST - 0016, NC - ENV375,DW21704, ND - R-140
NJ - TN002, SC - 84004, TN - 2006, VA - 00109, WV - 233
AZ - 0612, MN - 047-999-395, NY - 11742, WI - 998093910, WA - C1915
This report may not be reproduced, except in full, without written approval from Environmental Science Corp.

i
12065 Lebanon Pd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
(615) 758-s858
SCIENCE CORP.
•
1-800-767-5859
Fax [phone]
'
Tax Z.D. 62-0814289
Est. 1970
Ms. Walt Beckwith
REPORT
OF ANALYSIS
Solutions-ZES
February 26,2007
1
1101 Nowell Road
Raleigh, NC 27607
Date Received February 14, 2007
ESC Sample
# L280384-01
Description AMI Bedrock Wells
Sample ID FRAC TANK
Site ID
Collected By Walt Beckwith
Project #
2400.04A3.AMIL
Collection Date 02/13/07 08:45
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
Suspended Solids
220
1.0
mg/1
160.2
02/19/07
1
Mercury
BDL
0.00020
mg/1
7470A
02/16/07
1
Arsenic
Barium
SOL
0.020
mg/1
6010B
02/15/07
1
Cadmium
0.060
0.0050
mg/1
6010B
02/15/07
1
Chromium
Lead
0.082
0
0.010
mg/1
mg/1
6010E
6010B
02/15/07
02/15/07
1
1
Selenium
BDL
0.0050
mg/1
6010B
02/15/07
1
Silver
BDL
0.020
mg/1
6010B
02/15/07
1
BDL
0.010
mg/1
6010B
02/15/07
1
Volatile Organics
Acetone
Acrolein
BDL
0.050
mg/1
8260B
02/21/07
1
Acrylonitrile
BDL
BDL
0.050
mg/1
8260B_
02/21/07
1
Benzene
0.0034
0.010
0.0010
mg/1
mg/1
8260B
8260B
02/21/07
02/21/07
1
1
Bromobenzene
Bromodichloromethane
BDL
0.0010
mg/1
8260E
02/21/07
1
Sromoform
BDL
0.0010
mg/1
8260E
02/21/07
1
Bromomethane
BDL
BDL
0.0010
mg/1
8260B
02/21/07
1
n-Butylbenzene
BDL
0.0050
0.0010
mg/1
mg/1
8260B
8260B
02/21/07
02/21/07
1
1
sec-Butylbenzene
rnutylbenzene
BDL
0.0010
mg/1
8260E
02/21/07
1
Ca
Carbon disulfide
BDL
BDL
0.0010
0.050
mg/1
mg/1
8260B
8260E
02/21/07.
1
Carbon tetrachloride
BDL
0.0010
mg/l
8260E
02/21/07
02/21/07
1
1
Chlorobenzene
Chlorodibromomethane
BDL
0.0010
mg/l
8260B
02/21/07
1
Chloroethane
BDL
0.001D
mg/1
82608
02/21/07
1
2-Chloroethyl vinyl ether
BDL
0.0500
mg/1
mg/l
8260D
8260B
02/21/07
02/22/07
1
Chloroform
Chloromethane
BDL
0.0050
mg/1
8260B
02/21/07
1
1
2-Chlorotoluene
BDL
BDL
0.0010
mg/1
8260B
02/21/07
1
4-Chlorotoluene
BDL
0.0010
0.0010
mg/1
mg/1
8260B
6260B
02/21/07
02/21/07
1
1
1,2-Dibromo-3-Chloropropane
1,2-Dibromoethane
BDL
0.0050
mg/l
8260B
02/21/07
1
Dibromomethane
BDL
BDL
0.0010
0.0010
mg/1
mg/1
8260B
8260B
02/21/07
02/21/07
1
1,2-Dichlorobenzene
1,3-Dichlorobenzene
BDL
0.0010
mg/1
8260B
02/21/07
1
1
1,4-Dichlorobenzene
BDL
BDL
0.0010
0.0010
mg/1
mg/1
8260B
8260B
02/21/07
1
Dichlorodifluoromethane
BDL
0.0010
mg/1
8260B
02/22/07
02/21/07
1
1
1,1-Dichloroethane
1,2-Dichloroethane
BDL
0.0010
mg/1
8260B
02/21/07
1
1,1-Dichloroethene
8DL
BDL
0.0010
0.0010
mg/1
8260B
02/21/07
1
mg/l
8260B
02/21/07
1
BDL - Below Detection Limit
1
Det. Limit - Practical Quantitation Limit(PQL)
Page 1 of 36

1206S Lebanon Rd.
ENVIRONMENTAL
Mt. Juliet, TN 37.122
(61s) 758-5858
SCIENCE CORP.
1-800.767-5859
Fax (615) 7s8-5959
Tax I.D. 62-0814289
Est. 1970
Walt Beckwith
REPORT
OF ANALYSIS
ol
Sol utions-IES
February 26,2007
1101 Nowell Road
Raleigh, NC 27607
Date Received February 14, 2007
ESC Sample #
: L280384-01
Description AMI Bedrock Wells
Sample ID FRAd TANK
Site ID
Collected By Walt Beckwith
Project #
2400.04A3.AMIL
Collection Date 02/13/07 08:45
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
0.0046
BDL
0.0010
mg/l
8260B
02/21/07
1
1,2-Dichloropropane
BDL
0.0010
0.0010
mg/l
mg/l
82609
8260B
02/21/07
02/21/07
1
1,1-Dichloropropene
1,3-Dichloropropane
BDL
0.0010
mg/l
6260B
02/21/07
1
1
cis-1,3-Dichloropropene
BDL
BDL
0.0010
0.0010
mg/l
mg/l
8260B
82603
02/21/07
1
trans-1,3-Dichloropropene
2,2-Dichloropropane
BDL
0.0010
mg/l
82608
02/21/07
02/21/07
1
1
Di -isopropyl ether
BDL
BDL
0.0010
0.0010
mg/1
mg/l
82608
8260B
02/21/07
1
Ethylbenzene
Hexachlorobutadiene
BDL
0.0010
mg/1
6260B
02/21/07
02/21/07
1
1
Isopropylbenzene
BDL
BDL
0.0010
0.0010
mg/l
mg/1
8260B
8260B
02/21/07
02/21/07
1
1
p-Isoprcpyltoluene
2-Butanone (MEK)
BDL
0.0010
mg/1
8260B
02/21/07
1
Methylene Chloride
BDL
BDL
0.010
0.0050
mg/l
mg/l
8260B
8260B
02/21/07
02/21/07
1
4-Methyl-2-pentanone (MIBK)
Methyl tert-butyl ether
BDL
0.010
mg/l
8260B
02/21/07
1
1
Naphthalene
BDL
BDL
0.0010
mg/l
826013
02/21/07
1
n-yropylbenzene
BDL
0.0050
0.0010
mg/l
mg/1
8260B
8260B
02/21/07
02/21/07
1
Styrene
1,1,1,2-Tetrachloroethane
BDL
BDL
0.0010
mg/1
8260B
02/22/07
1
1
1,1,2,2-Tetrachloroethane
BDL
0.0010
0.0010
mg/l
mg/l
8260B
8260B
02/21/07
1
1,1,2-Trichloro-1,2,2-trifluoro
Tetrachloroethene
BDL
0.0010
mg/1 •
8260E
02/21/07
02/21/07
1
Toluene
0.019
0.0010
mg/l
8260B
02/21/07
1
1
1,2,3-Trichlorobenzene
0.0076
BDL
0.0050
0.0010
mg/1
mg/1
8260B
8260B
02/21/07
1
1,2,4-Trichlorobenzene
1,1,1-Trichloroethane
BDL
0.0010
mg/1
8260B
02/21/07
02/21/07
1
1
1,1,2-Trichloroethane
BDL
BDL
0.0010
0.0010
mg/l
mg/l
8260B
8260B
02/21/07
02/21/07
1
Trichloroethene
Trichlorofluoromethane
0.028
BDL
0.0010
mg/l
8260B
02/21/07
1
1
1,2,3-Trichloropropane
BDL
0.0010
0.0010
mg/1
mg/l
8260B
8260B
02/21/07
1
1,2,4-Trimethylbenzene
1,2,3-Trimethylbenzene
0.0010
0.0010
mg/1
8260B
02/21/07
02/21/07
1
1
1,3,5-Trimethylbenzene
BDL
BDL
0.0010
0.0010
mg/1
mg/1
8260B
8260B
02/21/07
02/21/07
1
Vinyl chloride
Xylenes, Total
BDL
0.0010
mg/l
8260B
02/21/07
1
1
Surrogate Recovery
0.0046
0.0030
mg/1
8260B
02/21/07
1
Toluene -de
Dibromofluoromethane
92.2
95.2
Rec.
8260B
02/21/07
1
4-Bromofluorobenzene
95.7
6 Rec.
8260B
02/21/07
1
t Rec.
8260B
02/21/07
1
Base/Neutral Extractables
Acenaphthene BDL 0.010 mg/1 8270C
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
02/21/07 1
Page 2 of 36

a
12065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
(6151 758-5 59
1-800-T67-S85
SCIENCE
CORP.
Fax [phone]
' Tax I.D. 62-0814289
Est. 1970
REPORT OF ANALYSIS
Ms. Walt Beckwith
February 26,2007
Solutions -TES
1101 Nowell Road
Raleigh, NC 27607
Date Received
February 14, 2007
ESC Sample # : L280384-01
Description
AMI Bedrock Wells
Sample ID
FRAC TANK
Site ID
Collected By
Walt Beckwith
_. Project # 2400.04A3.AMIL
Collection Date
02/13/07 08:45
Parameter Result Det. Limit UnitsMethod Date Dil.
Acenaphthylene
Anthracene
BDL
0.010
mg/1
8270C
02/21/07
1
Benzidine
BDL
BDL
0.010
0.050
mg/1
mg/1
8270C
8270C
02/21/07
02/22/07
1
1
Benzo(a)anthracene
BDL
0.010
mg/l
' 8270C
02/21/07
1
Benzo(b)fluoranthene
BDL
0.010
mg/1
8270C
02/21/07
1
Benzo(k)fluoranthene
BDL
0.010
mg/1
8270C
02/21/07
1
Ben20(g,h,i)perylene
Benzo(a)pyrene
BDL
0.010
mg/1
8270C
02/21/07
1
Bis(2-chlorethoxy)methane
BDL
-BDL
0.010
0.010
mg/1
mg/1
8270C
8270C
02/21/07
02/21/07
1
1
Bis(2-chloroethyl)ether
BDL
0.010
mg/1
8270C
02/21/07
1
Bis(2-chloroisopropyl)ether
BDL
0.010
mg/1
8270C
02/21/07
1
4-Bromophenyl-phenylether
BDL
0.010
mg/1
8270C
02/21/07
1
2-Chloronaphthalene
BDL
0.010
mg/1
8270C
02/21/07
1
4-Chlorophenyl-phenylether
BDL
0.010
mg/1
8270C
02/21/07
1
Chrysene
Dibenz(a,h)anthracene
BDL
BDL
0.010
0.010
mg/1
mg/1
8270C
8270C
02/21/07
02/21/07
1
1
3,3-Dichlorobenzidine
BDL
0.010
mg/1
8270C
02/21/07
1
2,4-Dinitrotoluene
BDL
0.010
mg/1
8270C
02/21/07
1
2,6-Dinitrotoluene
BDL
0.010
mg/1
8270C
02/21/07
1
Fluoranthene
Fluorene
BDL
0.010
mg/1
8270C
02/21/07
1
Hexachlorobenzene
BDL
BDL
0.010
0.010
mg/1
mg/1
8270C
8270C
02/21/07
02/21/07
1
1
Hexachloro-1,3-butadiene
BDL
0.010
mg/1
6270C
02/21/07
1
Hexachlorocyclopentadiene
BDL
0.010
mg/1
6270C
02/21/07
1
Hexachloroethane
Indeno(1,2,3-cd)pyrene
BDL
BDL
0.010
0.010
mg/l
mg/1
6270C
8270C
02/21/07
02/21/07
1
1
Isophorone
Naphthalene
BDL
0.010
mg/1
8270C
02/21/07
1
Nitrobenzene
BDL
BDL
0.010
0.010
mg/1
mg/1
8270C
8270C
02/21/07
02/21/07
1
1
n-Nitrosodimethylamine
BDL
0.05o
mg/1
8270C
02/21/07
1
n-Nitrosodiphenylamine
BDL
0.010
mg/1
8270C
02/21/07
1
n-Nitrosodi-n-propylamine
BDL
0.010
mg/1
8270C
02/21/07
1
Phenanthrene
BDL
0.010
mg/1
8270C
02/21/07
1
Benzylbutyl phthalate
BDL
0.010
mg/1
8270C
02/21/07
1
Bis(2-ethylhexyl)phthalate
BDL
0.010
mg/1
8270C
02/21/07
1
Di-n-butyl phthalate
BDL
0.010
mg/1
8270C
02/21/07
1
Diethyl phthalate.
BDL
0.010
mg/1
8270C
02/21/07
1
Dimethyl phthalate
BDL
0.010
mg/1
6270C
02/21/07
1
Di-n-octyl phthalate
BDL
0.010
mg/1
6270C
02/21/07
1
Pyrene
1,2,4-Trichlorobenzene
BDL
BDL
0.010
0.010
mg/1
mg/1
8270C
8270C
02/21/07
02/21/07
1
1
Acid Extractables
4-Chloro-3-methylphenol
BDL
0.010
mg/1
8270C
02/21/07
1
2-Chlorophenol
BDL
0.010
mg/1
8270C
02/21/07
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation
Limit(PQL)
Page 3 of 36

12065 Lebanon Rd.
Mt. Juliet, TN 37122
' T'p r7�7��
E
[phone]
NvI RONMEN A
1-B00-767-5854
SCIENCE CORP.
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
REPORT
OF ANALYSIS
Ms. Walt Beckwith
February 26,2007
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
ESC Sample #
L280384-01
Date Received February 14, 2007
'
Description AMI Bedrock Wells
Site ID
Sample ID FRAC TANK
Collected By Walt Beckwith
Project #
2400.04A3.AMIL
Collection Date 02/13/07 08:45
'
Parameter
Result
Det. Limit
Units
Method
Date
Dil.
2,4-Dichlorophenol
BDL
0.010
mg/l
8270C
02/21/07
1
2,4-Dimethylphenol
HDL
0.010
mg/1
8270C
02/21/07
1
4,6-Dinitro-2-methylphenol
BDL
0.010
mg/1
8270C
02/21/07
1
2,4-Dinitrophenol
BDL
0.010
mg/l
8270C
02/21/07
1
2-Nitrophenol
BDL
0.010
mg/l
8270C
02/21/07
1
4-Nitrophenol
BDL
0.010
mg/1
8270C
02/21/07
1
Pentachlorophenol
BDL
0.010
mg/1
8270C
02/21/07
1
Phenol
BDL
0.010
mg/1
8270C
02/21/07
1
2,4,6-Trichlorophenol
1
BDL
0.010
mg/l
8270C
02/21/07
1
Surrogate Recovery
Nitrobenzene-d5
67.0
k Rec.
8270C
02/21/07
1
2-Fluorobiphenyl
84.2
k Rec.
8270C
02/21/07
1
p-Terphenyl-d14
101.
k Rec.
8270C
02/21/07
1
'
Phenol-dS
35.0
k Rec.
8270C
02/21/07
1
2-Fluorophenol
45.2
k Rec.
8270C
02/21/07
1
2,4,6-Tribromophenal
95.3
k Rec.
8270C
02/21/07
1
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 02/23/07 16:31 Revised: 02/26/07 08:29
Page 4 of 36

ENVIRONMENTAL
SCIENCE CORP.
1206S Lebanon Rd.
Mt. Juliet, TN 37122
(615+ 758-5858
1-800-767-58S9
Fax :[phone]
Ms. Walt Beckwith
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
Date Received February 14, 2007
Description AMI Bedrock wells
Sample ID BOX 1E
Collected By Walt Beckwith
Collection Date 02/13/07 11:30
Parameter Dry
REPORT
Result
OF ANALYSIS
Det. Limit
Tax I.D. 62-0814289
Est. 297D
February 26,2007
ESC Sample # L280384-02
Site ID
Project 2400.04A3.AMIL
#
Units Method Date Dil.
Total Solids
78.1
254OG
02/17/07
1
volatile Organics
Acetone
BDL
0.32
mg/kg
8260B
�02/22/07
5
Acrylonitrile
SOL
0.064
mg/kg
8260E
02/22/07
5
Benzene
BDL
0.0064
mg/kg
8260E
02/22/07
5
Bromobenzene
BDL
0.0064
mg/kg
8260B
02/22/07
5
Bromodichloromethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
Bromoform
BDL
0.0064
mg/kg
8260E
02/22/07
5
Bromomethane
BDL
0.032
mg/kg
8260E
02/22/07
5
n-Butylbenzene
BDL
0.0064
mg/kg
8260E
02/22/07
5
sec-Butylbenzene
BDL
0.0064
M/kg
8260E
02/22/07
5
tert-Butylbenzene
BDL
0.0064
mg/kg
8260E
02/22/07
5
Carbon tetrachloride
BDL
0.0064
mg/kg
8260E
02/22/07
5
Chlorobenzene
BDL
0.0064
mg/kg
8260E
02/22/07
5
Chlorodibromomethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
Chlorcethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
2-Chloroethyl vinyl ether
BDL
0.32
mg/kg
8260E
02/22/07
5
Chloroform
BDL
0.032
mg/kg
8260B
02/22/07
5
Chloromethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
2-Chlorotoluene
BDL
0.0064
mg/kg
8260E
02/22/07
5
4-Chlorotoluene
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,2-Dibromo-3-Chlorcpropane
BDL
0.032
mg/kg
8260B
02/22/07
5
1,2-Dibromoethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
Dibromomethane
BDL
0.0064
mg/kg
8260B
02/22/07
5
1,2-Dichlorobenzene
BDL
0.0064
mg/kg
8260D
02/22/07
5
1,3-Dichlorobenzene
BDL
0.0064
mg/kg
8260B
02/22/07
5
1,4-Dichlorobenzene
SDL
0.0064
mg/kg
8260E
02/22/07
5
Dichlorodifluoromethane
BDL
0,0064
mg/kg
8260E
02/22/07
5
1,1-Dichloroethane
BDL
0.0064
mg/kg
6260B
02/22/07
5
1,2-Dichloroethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,1-Dichloroethene
BDL
0.0064
mg/kg
8260E
02/22/07
5
cis-1,2-Dichloroethene
BDL
0.0064
mg/kg
8260E
02/22/07
5
trans-1,2-Dichloroethene
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,2-Dichloropropane
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,1-Dichloropropene
BDL
0.0064
mg/kg
8260B
02/22/07
5
13-Dichloropropane
BDL
0.0064
mg/kg
8260E
02/22/07
5
cis-1,3-Dichloropropene
BDL
0.0064
mg/kg
8260E
02/22/07
5
trans-1,3-Dichloropropene
BDL
0.0064
rrg/kg
8260E
02/22/07
5
2,2-Dichloropropane
BDL
0.0064
mg/kg
8260E
02/22/07
5
Di -isopropyl ether
BDL
0.0064
mg/kg
8260E
02/22/07
5
Ethylbenzene
BDL
0.0064
mg/kg
8260B
02/22/07
5
Hexachlorobutadiene
BDL
0.0064
mg/kg
8260E
02/22/07
5
Isopropylbenzene
BDL
0.0064
mg/kg
82608
02/22/07
5
Results listed are dry weight basis.
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
This report shall not be reproduced, except in full, without the written
approval
from ESC.
The reported analytical results relate only to the
sample submitted
L280384-02 (V8260) - The detection limit
for Freon
was raised.
Page 5 of
36

' ENVIRONMENTAL
SCIENCE CORP.
Ms. Walt Beckwith
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
Date Received February 14, 2007
Description AMI Bedrock Wells
Sample ID BOX lE
Collected By Walt Beckwith
Collection Date 02/13/07 11:30
REPORT OF.ANALYSIS
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax (615) 758-S859
Tax I.D. 62-0814289
Est. 1970
February 26,2007
ESC Sample # : L280384-02
Site ID .
Project # : 2400.04A3.AMIL
Parameter Dry Result Det Limit Units Method Date Dil.
p-Isopropyltoluene
BDL
0.0064
mg/kg
8260B
02/22/07
5
2-Butanone (MEK)
BDL
0.064
mg/kg
8260B
02/22/07
5
Methylene Chloride
BDL
0.032
mg/kg
8260B
02/22/07
5
4-Methyl-2-pentanone (MIRK)
BDL
0.064
mg/kg
8260E
02/22/07
S
Methyl tert-butyl ether
BDL
0.0064
mg/kg
6260B
02/22/07
5
Naphthalene
n-Propylbenzene
BDL
0.032
mg/kg
8260E
02/22/07
5
Styrene
BDL
0.0064
mg/kg
8260B
02/22/07
5
1,1,1,2-Tetrachloroethane
BDL
BDL
0.0064
0.0064
mg/kg
mg/kg
8260B
8260E
02/22/07
02/22/07
S
5
1,1,2,2-Tetrachloroethane
BDL
0.0064
mg/kg
8260B
02/22/07
5
1,1,2-Trichloro-1,2,2-trifluoro
0.010
0.032
mg/kg
8260B
02/22/07
5
Tetrachloroethene
Toluene
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,2,3-Trichlorobenzene
BDL
BDL
0.032
0.0064
mg/kg
mg/kg
8260E
8260B
02/22/07
02/22/07
5
5
1,2,4-Trichlorobenzene
BDL
0.0064
mg/kg
8260B
02/22/07
5
1,1,1-Trichloroethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,1,2-Trichloroethane
BDL
0.0064
mg/kg
8260B
02/22/07
5
Trichloroethene
BDL
0.0064
mg/kg
8260B
02/22/07
5
Trichlorofluoromethane
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,2,3-Trichloropropane
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,2,4-Trimethylbenzene
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,2,3-Trimethylbenzene
BDL
0.0064
mg/kg
8260E
02/22/07
5
1,3,5-Trimethylbenzene
BDL
0.0064
mg/kg
8260E
02/22/07
5
Vinyl chloride
Xylenes, Total
BDL
0.0064
mg/kg
8260E
02/22/07
5
Surrogate Recovery
BDL
0.019
mg/kg
8260B
02/22/07
5
Toluene-d8
Dibromofluoromethane
103.
92.i
# Rec.
8260E
02/22/07
5
4-Bromofluorobenzene
108.
} Rec.
% Rec.
8260B
8260E
02/22/07
02/22/07
5
5
' Results listed are dry weight basis.
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
This report shall not be reproduced, except in. full, without the written approval from ESC.
The reported analytical results relate only to the sample submitted
Reported: 02/23/07 16:31 Revised: 02/26/07 08:29
L280384-02 (V8260) - The detection limit for Freon was raised.
Page 6 of 36

ENVIRONMENTAL
SCIENCE CORP.
Ms. Walt Beckwith
Solutions-IES
1101 Nowell Road'
Raleigh, NC 27607
Date Received February 14, 2007
Description AMI Bedrock Wells
Sample ID BOX 1W .
Collected By Walt Beckwith
Collection Date 02/13/07 11:4S
REPORT OF ANALYSIS
12065 Lebanon Rd.
Mt. Suliet, TN 31122
(615) 758-SBSB
1-800-767-5859
Fax )615) 758-5859
Tax I.D. 62-0814289
Est. 1970
February 26,2007
ESC Sample # L280384-03
Site ID
Project # 2400.04A3.AMIL
Parameter
Dry Result
Det: Limit Units
Method
Date
Dil.
Total Solids
74.9
4
254OG
02/17/07
1
Volatile Organics
Acetone
Acrylonitrile
1.1
0.33
mg/kg
8260B
02/23/07
5
Benzene
BDL
0.067
mg/kg
8260B
02/23/07
5
Bromobenzene
BDL
BDL
0.0067
0.0067
mg/kg
mg/kg
8260B
8260B,
02/23/07
02/23/07
5
5
Bromodichloromethane
BDL
0.0067
mg/kg
8260B
02/23/07
S
Bromoform
Bromomethane
BDL
0.0067
mg/kg
8260B
02/23/07
5
n-Butylbenzene
BDL
BDL
0.033
0.0067
mg/kg
mg/kg
8260E
8260E
02/23/07
02/23/07
5
S
sec-Butylbenzene
BDL
0.0067
mg/kg
8260E
02/23/07
5
tent-Butylbenzene
Carbon tetrachloride
BDL
0.0067
mg/kg
8260E
02/23/07
S
Chlorobenzene
BDL
BDL
0.0067
0.0067
mg/kg
mg/kg
8260E
8260E
02/Z3/07
02/23/07
5
5
Chlorodibromomethane
BDL
0.0067
mg/kg
8260E
02/23/07
5
Chloroethane
2-Chloroethyl vinyl ether
BDL
BDL
0.0067
0.33
mg/kg
mg/kg
8260E
8260E
02/23/07
5
Chloroform
BDL
0.033
mg/kg
8260B
02/23/07
02/23/07
S
S
Chloromethane
2-Chlorotoluene
BDL
0.0067
mg/kg
8260B
02/23/07
S
4-Chlorctoluene
BDL
BDL
0.0067
0.0067
mg/kg
mg/kg
8260E
8260E
02/23/07
02/23/07
5
5
1,2-Dibromo-3-Chloropropane
BDL
0.033
mg/kg
6260B
02/23/07
S
1,2-Dibromoethane
Dibromomethane
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,2-Dichlorobenzene
BDL
BDL
0.0067
0.0067
mg/kg
mg/kg
8260B
8260E
02/23/07
02/23/07
S
5
1,3-Dichlorobenzene
BDL
0.0067
mg/kg
8260E
02/23/07
5
1,4-Dich2orobenzene
Dichlorodiflucromethane
BDL
0.0067
mg/kg
82608
02/23/07
5
1,1-Dichloroethane
BDL
BDL
0.0067
0.0067
mg/kg
mg/kg
8260B
8260E
02/23/07
02/23/07
5
5
1,2-Dichloroethane
BDL
0,0067
mg/kg
8260E
02/23/07
5
1,1-Dichloroethene
cis-1,2-Dichloroethene
BDL
0.0067
mg/kg
8260E
02/23/07
5
trans-1,2-Dichloroethene
BDL
BDL
0.0067
0.0067
mg/kg
mg/kg
82608
8260E
02/23/07
02/23/07
5
5
1,2-Dichloropropane
BDL
0.0067
mg/kg
92608
02/23/07
5
1,1-Dichloropropene
BDL
0.0067
mg/kg
8260E
02/23/07
5
1,3-Dichloropropane
cis-1,3-Dichloropropene
BDL
BDL
0.0067
mg/kg
8260E
02/23/07
5
trans-1,3-Dichloropropene
BDL
0.0067
0.0067
mg/kg
mg/kg
8260E
8260E
02/23/07
02/23/07
5
5
2,2-Dichloropropane
Di -isopropyl ether
BDL
0.0067
mg/kg
8260E
02/23/07
5
Ethylbenzene
BDL
0.0067
mg/kg
8260E
02/23/07
5
Hexachlorobutadiene
BDL
BDL
0.0067
0.0067
mg/kg
mg/kg
8260E
82608
02/23/07
5
Isopropylbenzene
BDL
0.0067
mg/kg
8260B
02/23/07
02/23/07
5
5
Results listed are dry weight basis.
BDL - Below Detection Limit
Det. Limit - Practical Quantitation
Limit(PQL)
Note:
This report shall not be reproduced,
except in full, without
the written approval from
ESC.
The reported analytical results relate only to the
sample submitted
Page 7 of 36

k
I
ENVIRONMENTAL
SCIENCE ' CORP.
REPORT OF ANALYSIS
Ms. Walt Beckwith
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
Date Received February 14, 2007
Description AMI Bedrock Wells
Sample ID BOX 1W
Collected By Walt Beckwith
Collection Date 02/13/07 11.45
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26,2007
ESC Sample # L28O384-03
Site ID .
Project # 24O0.04A3.AMIL
Parameter Dry Result Det. Limit Units Method Date Dil.
p-Isopropyltoluene
BDL
0.0067
mg/kg
8260E
02/23/07
5
2-Butanone (MEK)
BDL
0.067
mg/kg
8260E
02/23/07
5
Methylene Chloride
0.037
0.033
mg/kg
8260E
02/23/07
5
4-Methyl-2-pentanone (MIBK)
BDL
0.067
mg/kg
826013
02/23/07
5
Methyl tert-butyl ether
BDL
0.0067
mg/kg
82608
02/23/07
5
Naphthalene
BDL
0.033
mg/kg
8260E
02/23/07
5
n-Propylbenzene
BDL
0.0067
mg/kg
8260E
02/23/07
5
Styrene
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,1,1,2-Tetrachloroethane
BDL
0.0067
mg/kg
8260E
02/23/07
5
1,1,2,2-Tetrachloroethane
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,1,2-Trichloro-1,2,2-trifluoro
BDL
0.0067
mg/kg
8260B
02/23/07
5
Tetrachloroethene
0.0096
0.0067
mg/kg
8260B
02/23/07
5
Toluene
BDL
0.033
mg/kg
8260B
02/23/07
5
1,2,3-Trichlorobenzene
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,2,4-Trichlorobenzene
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,1,1-Trichloroethane
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,1,2-Trichloroethane
BDL
0.0067
mg/kg
8260B
02/23/07
5
Trichloroethene
BDL
0.0067
mg/kg
8260E
02/23/07
5
Trichlorofluoromethane
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,2,3-Trichloropropane
BDL
0.0067
mg/kg
8260E
02/23/07
5
1,2,4-Trimethylbenzene
BDL
0.0067
mg/kg
8260B
02/23/07
5
1,2,3-Trimethylbenzene
BDL
0.0067
mg/kg
6260B
02/23/07
5
1,3,5-Trimethylbenzene
BDL
0.0067
mg/kg
8260B
02/23/07
5
Vinyl. chloride
BDL
0.0067
mg/kg
8260B
02/23/07
5
Xylenes, Total
BDL
0.020
mg/kg
8260E
02/23/07
5
Surrogate Recovery
Toluene -de
86.8
% Rec.
8260B
02/23/07
5
Dibromofluoromethane
92.4
% Rec.
8260B
02/23/07
5
4-33romofluorobenzene
94.2
4 Rec.
8260B
02/23/07.
5
Results listed are dry weight basis.
BDL - Below Detection Limit
Det. Limit - Practical Quantitation Limit(PQL)
Note:
This report shall not be reproduced, except in full, without the written approval from ESC.
The reported analytical results relate only to the sample submitted
Reported: 02/23/07 16:31 Revised: 02/26/07 08:29
Page 8 of 36

1
1
12065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL .80 75e-S0-767-585a
1-8059
SCIENCE CORP. Fax [phone]
Tax I.D. 62-0814289
Est. 1970
REPORT OF ANALYSIS
Ms. Walt Beckwith February 26,2007
Solutions-IES
1101 Nowell Road
Raleigh, NC 27607
ESC Sample
#
L280384-04
Date Received February 14, 2007
Description AMI Bedrock Wells
Site ID
Sample ID BOX lE
Collected By Walt Beckwith
Project
2400.04A3.AMIL
Collection Date 02/13/07 11:30
Parameter
Result
Det. Limit
Units
Limit
Method
Date/Time
By Dil
TCLP 2HE Extraction
-
1311
02/19/07
1100
LJN 1
TCLP Volatiles
Benzene
BDL
0.050
mg/l
0.50
8260E
02/20/07
0556
JCN 1
Carbon tetrachloride
BDL
0.050
mg/1
0.50
8260E
02/20/07
0556
JCN 1
Chlorobenzene
BDL
0.050
mg/l
100
8260B
02/20/07
0556
JCN 1
Chloroform
BDL
0.25
mg/1
6.0
8260B
02/20/07
0556
JCN 1
1,2-Dichloroethane
BDL
0.050
mg/l
0.50
8260E
02/20/07
0556
JCN 1
1,1-Dichloroethene
BDL
0.050
mg/1
0.70
8260B
02/20/07
0556
JCN 1
2-Butanone (MEK)
BDL
0.so
mg/l
200
8260B
02/20/07
0556
JCN i
Tetrachloroethene
Trichloroetbene
BDL
0.050
mg/l
0.70
8260B
02/20/07
0556
JCN 1
Vinyl chloride
BDL
0.050
mg/1
0.50
8260B
02/20/07
0556
JCN 1
Surrogate Recovery
BDL
0.050
mg/1
0.20
8260E
02/20/07
0556
JCN 1
Dibromofluoromethane
97.5
4 Rec.
8260B
02/20/07
0556
JCN 1
Toluene-d8
4-Bromofluorobenzene
94.4
4 Rec.
8260E
02/20/07
0556
JCN 1
92.7
3k Rec.
8260E
02/20/07
0556
JCN 1
BDL - Below Detection Limit
Det. Limit - Estimated Quantitation Limit(EQL)
Limit - Maximum Contaminant Level as established by the US EPA
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 02/23/07 16:31 Revised: 02/26/07 08:29
Page 9 of 36

12065 Lebanon Rd.
'
40
Mt. Juliet, TN 37122
ENVIRONMENTAL
[phone]
SCIENCE CORP.
1-800-767-5859*
Fax [phone]
Tax I.D. 62-0814289
-Est. 1970
Ms. Walt Beckwith
REPORT
OF ANALYSIS
Solutions-IES
February 26,2007
1101 Nowell Road
Raleigh, NC 27607
Date Received February 14, 2007
ESC Sample
#
L280384-05
Description AMI Bedrock Wells
Sample ID BOX 1W
Site ID
Collected By Walt Beckwith
Project
2400.04A3.AMIL
'
Collection Date 02/13/07 11:45
Parameter
Result
Det. Limit
Units
Limit Method
Date/Time By Dil
TCLP ZHE Extraction
-
1311
02/19/07 1100 LJN 1
TCLP Volatiles
Benzene
Carbon tetrachloride
BDL
BDL
0.050
0.050
mg/1
mg/1
0.50 8260E
0.50 8260B
02/20/07 0621 JCN 1
Chlorobenzene
Chloroform
BDL
0.050
mg/1
100 82603
02/20/07 0621 JCN 1
02/20/07 0621 JCN 1
1,2-Dichloroethane
BDL
BDL
0.25
0.050
mg/l
mg/l
6.0 8260E
0.50 8260B
02/20/07 0621 JCN 1
'
v 1,1-Dichloroethene
BDL
0.050
mg/l
0.70 8260E
02/20/07 0621 JCN 1
02/20/07 0621 JCN 1
2-13utanone (MEK)
Tetrachloroethene
BDL
0.50
mg/l
200 8260B
02/20/07 0621 JCN 1
Trichloroethene
BDL
BDL
0.050
0.050
mg/1
mg/l
0.70 8260E
0.50
02/20/07 0621 JCN.1
Vinyl chloride
BDL
0.050
mg/1
8260B
0.20 8260E
02/20/07 0621 JCN 1
02/20/07 0621 JCN 1
Surrogate Recovery
Dibromoflucromethane
Toluene-d8
96.6
# Rec.
8260E
02/20/07 0621 JCN 1
4-Bromofluorobenzene
95.1
93.2
14 Rec.
Ir Rec.
8260B
02/20/07 0621 JCN 1
8260B
02/20/07 0621 JCN 1
BDL - Below Detection Limit
Det. Limit - Estimated Quantitation Limit(EQL)
Limit - Maximum Contaminant Level as established by the US EPA
Note:
The reported analytical results relate only to the sample submitted.
This report shall not be reproduced, except in full, without the written approval from ESC.
Reported: 02/23/07 16:31 Revised: 02/26/07 08:29
Page 10 of 36

Attachment A
List of Analytes
with QC Qualifiers
Sample #
Analyte
Qualifier
L280384-01
Acrolein
J3
Bromoform
J3
Carbon tetrachloride
J4
Dibromomethane
J4
Dichlorodifluoromethane
J4
2,2-Dichloroprcpane
J4
Naphthalene
J3
1,1,2,2-Tetrachloroethane
J3
Trichlorofluoromethane
J4
Benzo(b)fluoranthene
J3
Bis(2-ethylhexyl)phthalate
J3
Di-n-octyl phthalate
J3
L280384-02
Bromomethane
J3
Chloroethane
J3
2-Chloroethyl vinyl ether
J4J6
Chloromethane
J3
Dichlorodifluoromethane
J3
Trichlorofluoromethane
J3
Vinyl chloride
J3
L280384-03
Chloromethane
J3
trans-1,3-Dichloropropene
J4
1,1,2,2-Tetrachloroethane
J4
1,1,2-Trichloroethane
J4
1,2,3-Trimethylbenzene
J4
Page 11 of 36

Attachment B
' Explanation of QC Qualifier Codes
Qualifier Meaning
' J3 The associated batch QC was outside the established quality control range
for precision.
J4 The associated batch QC was outside the established quality control range
for accuracy.
' J6 The sample matrix interfered with the ability to make any accurate
determination; spike value is low
Qualifier Report Information
ESC utilizes sample and result qualifiers as set forth by the EPA Contract Laboratory Program and
as required by most certifying bodies including NELAC. In addition to the EPA qualifiers adopted
by ESC, we have implemented ESC qualifiers to provide more information pertaining to our analytical
results. Each qualifier is designated in the qualifier explanation as either EPA or ESC.
Data qualifiers are intended to provide the ESC client with more detailed information concerning
' the potential bias of reported data. Because of the wide range of constituents and variety of
matrices incorporated by most EPA methods,it is common for some compounds to fall outside of
established ranges. These exceptions are evaluated and all reported data is valid and useable
unless qualified as 'A, (Rejected).
' Definitions
Accuracy - The relationship of the observed value of a known sample to the
true value of a known sample. Represented by percent recovery and
relevant to samples such as: control samples, matrix spike recoveries,
surrogate recoveries, etc.
' Precision - The agreement between a set of samples or between duplicate samples.
Relates to how close together the results are and is represented by
Relative Percent Differrence.
' Surrogate - organic compounds that are similar in chemical composition, extraction,
and chromotography to analytes of interest. The surrogates are used to
determine the probable response of the group of analytes that are chem-
ically related to the surrogate compound. Surrogates are added to the
sample and carried through all stages of preparation and analyses.
Control Limits (AQ) (SS)
' 2-Fluorophenol 31-119 Nitrobenzene-d5 43-118 Dibromfluoromethane 68-128 64-125
Phenol-d5 12-134 2-Fluorobiphenyl 45-128 Toluene -dB 76-115 69-119
2,4,6-Tribromophenol 51-141 Terphenyl-d14 43-137 4-Bromofluorobenzene 79-127 61-134
TIC - Tentatively Identified Compound: Compounds detected in samples that are
' not target compounds, internal standards, system monitoring compounds,
or surrogates.
Page 12 of 36

Summary of Remarks For Samples Printed
02/26/07 at 08:29:20
TSR Signing Reports: 350
R5 - Desired TAT
' Paperless client, hold chains, no charge for hard copy if requested - jeh 7/13/06
Sample: L280384-01 Account: SOLINDRNC Received: 02/14/07 09:00 Due Date: 02/21/07 00:00 RPT Date: 02/23/07 16:31
' Sample: L280384-02 Account: SOLINDRNC Received: 02/14/07 09:00 Due Date: 02/21/07 00:00 RPT Date: 02/23/07 16:31
Sample: L280384-03 Account: SOLINDRNC Received: 02/14/07 09:00 Due Date: 02/21/07 00:00 RPT Date: 02/23/07 16:31
Sample: L280384-04 Account: SOLINDRNC Received: 02/14/07 09:00 Due Date: 02/21/07 00:00 RPT Date: 02/23/07 16:31
Sample: L280384-05 Account: SOLINDRNC Received: 02/14/07 09:00 Due Date: 02/21/07 00:00 RPT Date: 02/23/07 16:31

Lebanon R
Mt.
Mt. Juliet, TN 7122
3
'
E' NVIRONMENTAL
[phone]
1-800-767-5859
SCIENCE CORP.
Fax [phone]
'
Tax I.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
1101 Nowell Road Quality Assurance Report
Level II
Raleigh, NC 27607
February 26, 2007
L280364
Analyte
Result
Laboratory Blank
Units Date Analyzed
Batch
Mercury
<
.0002
mg/l
02/16/07
10:54
WG287367
'
Arsenic
Barium
<
<
.02
.005
mg/1
mg/1
02/15/07
02/15/07
20:32
20:32
WG287387
WG287387
Cadmium
<
.005
mg/1
02/15/07
20:32
WG287387
Chromium
<
.01
mg/1
02/15/07
20:32
WG287387
Lead
Selenium
<
.005
mg/1
02/15/07
20:32
WG287387
Silver
<
.02
mg/1
02/15/07
20:32
WG287387
<
.01
mg/1
02/15/07
20:32
WG287387
Total Solids
0.00
$
02/17/07
10:33
WG287503
Suspended Solids
<
1
mg/1
02/19/07
09:32
WG287608
'
1,2,4-Trichlorobenzene
2,4,6-Trichlorophenol
<
<
.01
ppm
02/20/07
02/20/07
03:29
03:29
WG287659
2,4-Dichlorophenol
<
.02
.01
ppm
ppm
02/20/07
03:29
WG287659
WG287659
214-Dimethylphenol
<
.01
ppm
02/20/07
03:29
WG287659
214-Dinitrophenol
<
.01
ppm
02/20/07
03:29,
WG287659
2,4-Dinitrotoluene
<
.01
ppm
02/20/07
03:29
WG287659
'
2,6-Dinitrotoluene
<
.01
ppm
02/20/07
03:29
WG287659
2-Chloronaphthalene
<
.01
ppm
02/20/07
03:29
WG287659
2-Chlorophenol
<
.01
ppm
02/20/07
03:29
WG287659
2-Nitrophenol
<
.01
ppm
02/20/07
03:29
WG287659
'
3,3-Dichlorobenzidine
4,6-Dinitro-2-methylphenol
<
<
.01
.01
ppm
ppm
02/20/07
02/20/07
03:29
03:29
WG287659
WG287659
4-Bromophenyl-phenylether
<
.01
ppm
02/20/07
03:29
WG287659
4-Chloro-3-methylphenol
<
.01
ppm
02/20/07
03:29
WG287659
4-Chlorophenyyl-phenylether
<
.01
ppm
02/20/07
03:29
WG287659
4-Nitrophenol
Acenaphthene
<
<
.01
.01
ppm
ppm
02/20/07
02/20/07
03:29
03:29
WG287659
WG287659
'
Acenaphthylene
<
.01
ppm
02/20/07
03:29
WG287659
Anthracene
<
.01
ppm
02/20/07
03:29
WG287659
Benzidine
<
.01
ppm
02/20/07
03:29
WG287659
Benzo(a)anthracene
<
.01
ppm
02/20/07
03:29
WG287659
Benzo(a)pyyrene
<
.01
ppm
02/20/07
03:29
WG287659
'
Benzo(b)fluoranthene
<
.01
ppm
02/20/07
03:29
WG287659
Benzo(gg,h,i)perylene
Benzo(k)fluoranthene
<
.01
ppm
02/20/07
03:29
WG287659
Benzylbutyl phthalate
<
<
.O1
.01
ppm
ppm
02/20/07
02/20/07
03:29
03:29
WG287659
WG287659
Bis(2-chlorethoxy)methane
<
.01
ppm
02/20/07
03:29
WG287659
Bis(2-chloroethyl)ether
<
.01
ppm
02/20/07
03:29
WG287659
'
Bis(2-chloroisopropyl)ether
Bis(2-ethylhexyl)phthalate
<
<
.01
ppm
02/20/07
03:29
WG287659
Chrysene
.01
ppm
02/20/07
03:29
WG287659
Di-n-butyl phthalate
<
<
.01
.01
ppm
ppm
02/20/07
02/20/07
03:29
03:29
WG287659
WG287659
Di-n-octyl phthalate
<
.01
ppm
02/20/07
03:29
WG287659
'
Dibenz(a,h)anthracene
<
.01
ppm
02/20/07
03:29
WG287659
Diethyl phthalate
<
.01
ppm
02/20/07
03:29
WG287659
Dimethyl phthalate
<
.01
ppm
02/20/07
03:29
WG287659
Fluoranthene
<
.01
ppm
02/20/07
03:29
WG287659
Fluorene
<
.01
ppm
02/20/07
03:29
WG287659
Hexachloro-1,3-butadiene
<
.01,
ppm
02/20/07
03:29
WG287659
'
Hexachlorobenzene
<
.01
ppm
02/20/07
03:29
WG287659
Hexachlorocyclopentadiene
<
.01
ppm
02/20/07
03:29
WG287659
Hexachloroethane
<
.01
ppm
02/20/07
03:29
WG287659
Indeno(1,2,3-cd)pyrene
<
.01
ppm
02/20/07
03:29
WG287659
Isophorone
<
.01
ppm
02/20/07
03:29
WG287659
'
n-Nitrosodi-n-propylamine
<
.01
ppm
02/20/07
03:29
WG287659
n -Ni tros odime thyl ami ne
<
.05
ppm
02/20/07
03:29
WG287659
Page 13 of 36

12065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
[phone]
1-800-15)
SCIENCE CORP.
Fa 75895859
'
Tax Z.D. 62-0814289
Est. 2970
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Quality
Assurance Report
Level II
Raleigh, NC 27607
February 26, 2007
L280384
n-Nitrosodiphenylamine
<
.01
ppm
02/20/07
03:29
WG287659
Laboratory Blank
'
Analyte
Result
Units Date Analyzed
Batch
Naphthalene
<
.01
ppm
02/20/07
03:29
WG287659
Nitrobenzene
<
.01
ppm
02/20/07
03:29
WG287659
Pentachlorophenol
<
.01
ppm
02/20/07
03:29
WG287659
Phenanthrene
<
.01
ppm
02/20/07
03:29
WG287659
Phenol
<
.01
ppm
02/20/07
03:29
WG287659
Pyrene
<
.01
ppm
02/20/07
03:29
WG287659
1,1-Dichloroethene
<
.05
mg/1
02/20/07
02:09
WG287860
'
1,2-Dichloroethane
<
.05
mg/1
02/20/07
02:09
WG287860
2-Butanone (MEK)
<
.5
mg/1
02/20/07
02:09
WG287860
Benzene
<
.05
mg/1
02/20/07
02:09
WG287860
Carbon tetrachloride
<
.05
mg/l
02/20/07
02:09
WG287860
Chlorobenzene
<
.05
mg/1
02/20/07
02:09
WG287860
Chloroform
<
.25
mg/1
02/20/07
02:09
WG287860
'
Tetrachloroethene
<
.05
mg/1
02/20/07
02:09
WG287860
Trichloroethene
<
.05
mg/1
02/20/07
02:09
WG287860
vinyl chloride
<
.05
mg/1
02/20/07
02:09
WG287860
1,1,1,2-Tetrachloroethane
<
.001
mg/1
02/21/07
12:08
WG288164
'
1,1,1-Trichloroethane
<
.001
mg/1
02/21/07
12:08
WG288164
1,1,2,2-Tetrachloroethane
<
.001
mg/1
02/21/07
12:08
WG288164
1,1,2-Trichloroethane
<
.001
mg/l
02/21/07
12:08
WG288164
1,1,2-Trichloro-1,2,2-trifluoroethane
<
.001
mg/1
02/21/07
12:08
WG288164
1,1-Dichloroethane
<
.001
mg/1
02/21/07
12:08
WG288164
1,1-Dichloroethene
<
.001
mg/1
02/21/07
12:08
WG288164
'
1,1-Dichloropropene
<
.001
mg/1
02/21/07
12:08
WG288164
1,2,3-Trichlorobenzene
<
.001
mg/1
02/21/07
12:08
WG288164
1,2,3-Trichloropropane
<
.001
mg/1
02/21/07
12:08
WG288164
1,2,3-Trimethylbenzene
<
.001
mg/1
02/21/07
12:08
WG288164
1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene
<
<
.001
.001
mg/1
mg/1
02/21/07
02/21/07
12:06
12:08
WG288164
KG288164
1,2-Dibromo-3-Chloropropane
<
.002
mg/1
02/21/07
12:08
WG288164
1,2-Dibromoethane
<
.001
mg/1
02/21/07
12:08
WG288164
1,2-Dichlorobenzene
<
.001
mg/1
02/21/07
12:08
WG288164
1,2-Dichloroethane
<
.001
mg/1
02/21/07
12:08
WG288164
1,2-Dichloropropane
<
.001
mg/l
02/21/07
12:08
WG288164
1,3,5-Trimethylbenzene
<
.001
mg/l
02/21/07
12:08
WG288164
1,3-Dichlorobenzene
<
.•001
mg/l
02/21/07
12:08
WG288164
1,3-Dichloropropane
<
.001
mg/1
02/21/07
12:08
WG288164
1,4-Dichlorobenzene
<
.001
mg/1
02/21/07
12:08
WG288164
2,2-Dichloropropane
<
.001
mg/1
02/21/07
12:08
WG288164
2-Butanone (MEK)
<
.01
mg/1
02/21/07
12:08
WG288164
2-Chlorotoluene
<
.001
mg/1
02/21/07
12:08
WG288164
4-Chlorotoluene
<
.001
mg/1
02/21/07
12:08
WG288164
4-Methyl-2-pentanone (MIBK)
<
.01
mg/1
02/21/07
12:08
WG288164
Acetone
<
.05
mg/1
02/21/07
12:08
WG288164
Acrolein
<
.05
mg/1
02/21/07
12:08
WG288164
'
Acrylonitrile
<
.01
mg/l
02/21/07
12:08
WG288164
Benzene
<
.001
mg/1
02/21/07
12:08
WG288164
Bromobenzene
<
.001
mg/1
02/21/07
12:08
WG288164
Bromodichloromethane
<
.001
mg/1
02/21/07
12:08
WG288164
Bromoform
<
.001
mg/l
02/21/07
12:08
WG288164
Bromomethane
<
.005
mg/1
02/21/07
12:08
WG288164
Carbon disulfide
<
.001
mg/1
02/21/07
12:08
WG288164
Carbon tetrachloride
<
.001
mg/1
02/21/07
12:08
WG288164
Chlorobenzene
<
.001
mg/1
02/21/07
12:08
WG288164
Chlorodibromomethane
<
.001
mg/l
02/21/07
12:08
WG288164
Chloroethane
<
.001
mg/1
02/21/07
12:08
WG288164
Chloroform
<
.005
mg/l
02/21/07
12:08
WG288164
Page
14 of 36

ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
Quality Assurance Report
Level II
L280384
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(615) 758-585a
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26, 2007
Chloromethane < .001 mq/l 02/21/07 12:08 WG288164
Laboratory Blank
Analyte Result Units Date Analyzed Batch
cis-1,2-Dichloroethene
<
.001
mg/1
02/21/07
12:08
WG288164
cis-1,3-Dichloropropene
<
.001
mg/1
02/21/07
12:08
WG288164
Di -isopropyl ether
<
.001
mg/1
02/21/07
12:08
WG288164
Dibromomethane
<
.001
mg/1
02/21/07
12:08
WG268164
Dichlorodifluoromethane
<
.001
mg/1
02/21/07
12:08
WG288164
Ethylbenzene
<
.001
mg/1
02/21/07
12:08
WG288164
Hexachlorobutadiene
<
.001
mg/1
02/21/07
12:08
WG288164
Isopropylbenzene
<
.001
mg/l
02/21/07
12:08
WG288164
Methyl tert-butyl ether
<
.001
mg/1
02/21/07
12:08
WG288164
Methylene Chloride
<
.005
mg/1
02/21/07
12:08
WG288164
n-Butylbenzene
<
.001
mg/1
02/21/07
12:08
WG288164
n-Propylbenzene
<
.001
mg/1
02/21/07
12:08
WG288164
Naphthalene
<
.005
mg/1
02/21/07
12:08
WG288164
p-Isopropyltoluene
<
.001
mg/1
02/21/07
12:08
WG288164
sec-Butylbenzene
<
.001
mg/1
02/21/07
12:08
WG288164
Styrene
<
.001
mg/1
02/21/07
12:08
WG288164
tent-Butylbenzene
<
.001
mg/l
02/21/07
12:08
WG288164
Tetrachloroethene
<
.001
mg/l
02/21/07
12:08
WG288164
Toluene
<
.005
mg/1
02/21/07
12:08
WG288164
trans-1,2-Dichloroethene
<
.001
mg/1
02/21/07
12:08
WG288164
trans-1,3-Dichloropropene
<
.001
mg/l
02/21/07
12:08
WG288164
Trichloroethene
<
.001
mg/1
02/21/07
12:08
WG288164
Trichlorofluoromethane
<
.001
mg/1
02/21/07
12:08
WG288164
vinyl chloride
<
.001
mg/l
02/21/07
12:08
WG288164
Xylenes, Total
<
.003
mg/1
02/21/07
12:08
WG288164
1,1,1,2-Tetrachloroethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,1,1-Trichloroethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,1,2,2-Tetrachloroethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,1,2-Trichloroethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,1,2-Trichloro-1,2,2-trifluoroethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,1-Dichloroethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,1-Dichloroethene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,1-Dichloropropene
<
.001
mg/kg
02/22/07
10:55
WG288251
112,3-Trichlorobenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,2,3-Trichloropropane
<
.001
mg/kg
02/22/07
10:55
WG286251
1,2,3-Trimethylbenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,2,4-Trichlorobenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,2,4-Trimethylbenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,2-Dibromo-3-Chloropropane
<
.005
mg/kg
02/22/07
10:55
WG288251
1,2-Dibromoethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,2-Dichlorobenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,2-Dichloroethane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,2-Dichloropropane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,3,5-Trimethylbenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,3-Dichlorobenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
1,3-Dichloropropane
<
.001
mg/kg
02/22/07
10:55
WG288251
1,4-Dichlorobenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
2,2-Dichloropropane
<
.001
mg/kg
02/22/07
10:55
WG288251
2-Butanone (MEK)
<
.01
mg/kg
02/22/07
10:55
WG288251
2-Chloroethyl vinyl ether
<
.001
mg/kg
02/22/07
10:55
WG288251
2-Chlorotoluene
<
.001
mg/kg
02/22/07
10:55
WG288251
4-Chlorotoluene
<
.001
mg/kg
02/22/07
10:55
WG288251
4-Methyl-2-pentanone (MIBK)
<
.01
mg/kg
02/22/07
10:55
WG288251
Acetone
<
.05
mg/kg
02/22/07
10:55
WG288251
Acrylonitrile
<
.01
mg/kg
02/22/07
10:55
WG288251
Benzene
<
.001
mg/kg
02/22/07
10:55
WG288251
Bromobenzene
<
.001
mg/kg
02/22/07
10:55
WG288251
Bromodichloromethane
<
.001
mg/kg
02/22/07
10:55
WG288251
Page 15 of 36

12065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
758-585-800-767-5859
1615)
SCIENCE CORP.
Fax [phone]
Tax Z.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
'
1101 Nowell Road
Raleigh, NC 27607
Quality
Assurance Report
Level II
February 26, 2007
L280384
Bromoform
<
.001
mq/kg
02/22/07
10.55
WG288251
'
Anal�te
Laboratory Blank
Reslt
u
Units
Date Analyzed
Batch
Bromomethane
Carbon tetrachloride
<
<
.005
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
'
Chlorobenzene
Chlorodibromomethane
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
Chloroethane
Chloroform
<
.001
mg/kg
02/22/07
10:55
WG288251
Chloromethane
<
<
.005
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
'
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
<
<
.001
mg/kg
02/22/07
10:55
WG288251
Di -isopropyl ether
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
Dibromomethane
Dichlorodifluoromethane
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
Ethylbenzene
Hexachlorobutadiene
<
.001
mg/kg
02/22/07
10:55
WG288251
WG288251
Isopropylbenzene
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
Methyl tert-butyl ether
Methylene Chloride
<
<
.001
mg/kg
02/22/07
10:55
WG288251
n-Butylbenzene
<
.005
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
n-Propylbenzene
Naphthalene
<
.001
mg/kg
02/22/07
10:55
WG288251
p-Isopropyltoluene
<
<
.005
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
sec-Butylbenzene
Styrene
<
.001
mg/kg
02/22/07
10:55
WG288251
tert-Butylbenzene
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
Tetrachloroethene
Toluene
<
.001
mg/kg
02/22/07
10:55
WG288251
trans-1,2-Dichloroethene
<
<
.005
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
trans-1,3-Dichloropropene
Trichloroethene
<
.001
mg/kg
02/22/07
10:55
WG288251
Trichlorofluoromethane
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
Vinyl chloride,
Xylenes, Total
<
<
.001
.003
mg/kg
mg/kg
02/22/07
02/22/07
10:55
10:55
WG288251
WG288251
2-Chloroethyl vinyl ether
<
.001
mg/1
02/22/07
13:30
WG288375
'
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
<
.001
mg/kg
02/22/07
22:51
WG288408
1,1,2,2-Tetrachloroethane
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG268408
1,1,2-Trichloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
1,1-Dichloroethane
1,1-Dichloroethene
<
.001
mg/kg
02/22/07
22:51
WG288408
WG288408
1,1-Dichloropropene
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
<
<
.001
mg/kg
02/22/07
22:51
WG288408
1,2,3-Trimethylbenzene
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
'
1,2,4-Trichlorobenzene
1, 2, 4-Trimethylbenzene
<
.001
mg/kg
02/22/07
22:51
WG288408
1,2-Dibromo-3-Chloropropane
<
<
.001
.005
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
1,2-Dibromoethane
1,2-Dichlorobenzene
<
.001
mg/kg
02/22/07
22:51
WG288408
1,2-Dichloroethane
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
1,2-Dichloropropane
1,3,5-Trimethylbenzene
<
.001
mg/kg
02/22/07
22:51
WG288408
1,3-Dichlorobenzene
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
1,3-Dichloropropane
1,4-Dichlorobenzene
<
.001
mg/kg
02/22/07
22:51
WG288408
2,2-Dichloropropane
<
<
.001
.001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
2-Butanone (MEK)
<
.01
mg/kg
02/22/07
22:51
WG288408
Page 16 of 36

1
1
0
12065 Lbanon Rd.
Mt. Juilet, TN 37122
ENVIRONMENTAL
c61s) 758-585
SCIENCE CORP.
1-800-T67-5859
Fax [phone]
Tax I.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
1101 Nowell Road
Quality Assurance Report
Raleigh, NC 27607
Level II
February 26, 2007
L280384
2-Chloroethyl vinyl ether
< 001
mq/kq
02/22/07
22:51
WG288408
Analyte
Laboratory Blank
Result
Units
Date Analyzed
Batch
2-Chlorotoluene
4-Chlorotoluene
< .001
mg/kg
02/22/07
22:51
WG288408
4-Methyl-2-pentanone (MIBK)
< .001
< .01
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
NG288408
Acetone
Acrylonitrile
< .05
<
mg/kg
02/22/07
22:51
WG288408
Benzene
.01
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
Bromobenzene
Bromodichloromethane
< .001
<
mg/kg
02/22/07
22:51
WG288409
Bromoform
.001
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
Bromomethane
Carbon tetrachloride
< .005
<
mg/kg
mg/kg
02/22/07
02/22/07
22:51
WG288408
Chlorobenzene
.001
< .001
mg/kg
02/22/07
22:51
22:51
WG268408
WG288408
Chlorodibromomethane
Chloroethane
< .001
mg/kg
02/22/07
22:51
WG288408
Chloroform
< .001
< .005
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
Chloromethane
cis-1,2-Dichloroethene
< .001
<
mg/kg
02/22/07
22:51
WG288408
cis-1,3-Dichloropropene
.001
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
Di-isoproDibromomepyy
< .001
22:51
WG288408
thanether
Dichlorodifluoromethane
001
< .001
mg%kg
mg/kg
02/22/07
07
02/22/07
22:51
22:51
WG288408
WG288408
Ethylbenzene
Hexachlorobutadiene
< .001
<
mg/kg
02/22/07
22:51
WG288408
Isopropylbenzene
.001
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
Methyl tert-butyl ether
Methylene Chloride
< .001
mg/kg
02/22/07
22:51
WG288408
n-Butylbenzene
< .005
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
n-Propylbenzene
Naphthalene
< .001
mg/kg
02/22/07
22:51
WG288408
p-Isoprypyne
< .005
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
sec -But llbbenzene
Styrene
.001
mg/kg
02/22/07
22:51
WG286408
tert-Butylbenzene
< .001
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
Tetrachloroethene
Toluene
< .001
mg/kg .
02/22/07
22:51
WG288408
trans-1,2-Dichloroethene
< .005
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
trans-1,3-Dichloropropene
Trichloroethene
< .001
mg/kg
02/22/07
22:51
WG288408
Trichlorofluoromethane
< .001
< .001
mg/kg
mg/kg
02/22/07
02/22/07
22:51
22:51
WG288408
WG288408
Vinyl chloride
Xylenes, Total
< .001
mg/kg
02/22/07
22:51
WG288408
< 003
mq/kq
02/22/07
22:51
WG288408
Analyte
Units
Duplicate
Result Duplicate RPD
Limit Ref Samp
Batch
Mercury
mg/1
0.00020 0.00021
4.88
20
L280203-01
WG287367
Arsenic
Barium
mg/l
mg/1
0.00 0.00
0.0927
0.00
20
L280327-01
WG287387
Cadmium
mg/l
0.0904
0.00 0.00070
2.51
NA
20
20
L280327-01
L280327-01
WG287387
WG287387
Chromium
Lead
mg/l
mg/l
0.00 0.00130
0.00
NA
20
L280327-01
WG287387
Selenium
Silver
mg/l
0.00
0.00 0.00
0.00
0.00
20
20
L280327-01
L280327-01
WG287387
WG287387
mg/1
0.00 0.00440
NA
20
L280327-01
WG287387
Total Solids
% 83.5 63.1
0.525
20
L280441-09
WG287503
Suspended Solids
mg/l 34.0 34.0
0.00
20
L280298-01
WG287608
Page 17 of 36

1
12065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
[phone]
2-800-767-5859
SCIENCE; CORP.
Fax (61s) 758-5859
Tax I.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
Quality
Assurance
Level II
Report
February 26,
2007
L280384
Analyte
Laboratory Control Sample
Units
Known Val
Result
Rec
Limit
Batch
Mercury
mg/l
003
0.00290
96.7
85-115
WG287367
Arsenic
Barium
mg/1
mg/1
1.13
1.13
1.07
94.7
85-115
WG287387
Cadmium
mg/1
1.13
1.09
1.10
96.5
97.3
85-115
85-115,
WG287387
WG287387
Chromium
Lead
mg/1
1.13
1.06
93.8
85-115
WG287387
Selenium
mg/l
mg/l
1.13
1.13
1.09
1.05
96.5
85-115
WG287387
'
Silver
mg/1
1.13
1.08
92.9
95.6
85-115
85-115
WG287387
WG287387
Total Solids
50
50.0
99.9
85-115
WG287503
Suspended Solids
mg/1
83.6
86.0
103.
85-115
WG287608
1,2,4-Trichlorobenzene
2,4,6-Trichlorophen6l
ppm
.01
0.00550
55.0
44-111
WG287659
2,4-Dichlorophenol
ppm
.01
0.00745
74.5
41-132
WG287659
214-Dimethylpphenol
214-Dinitrophenol
ppm
ppm
.01
.01
0.00799
0.00470
79.9
47.0
43-123
40-143
WG287659
WG287659
2,4-Dinitrotoluene
ppm
.01
0.00427
42.7
20-101
WG287659
2,6-Dinitrotoluene
ppm
.01
0.00761
76.1
53-139
WG287659
2-Chloronaphthalene
ppm
ppm
.01
.01
0.00750
0.00638
75.0
63.8
54-146
60-118
WG287659
WG287659
2-Chlorophenol
2-Nitrophenol
ppm
.01
0.00776
77.6
32-116
WG287659
3,3-Dichlorobenzidine
ppm
.01
0.00768
76.8
36-128
WG287659
'
4,6-Dinitro-2-methylphenol
4-Bromophenyl-phenylether
ppm
ppm
.01
.01
0.00687
0.00524
68.7
52.4
47-147
33-126
WG287659
WG287659
4-Chloro-3-methylphenol
ppm
.01
0.00810
81.0
53-112
WG287659
4-Chlorophenyl-phenylether
ppm
.01
0.00697
69.7
48-125
WG287659
4-Nitrophenol
ppm
.01
0.00720
72.0
53-128
WG287659
Acenaphthene
ppm
.01
0.00553
55.3
17-96
WG287659
Acenaphthylene
ppm
ppm
.01
.01
0.00628
0.00688
62.8
68.8
53-124
51-142
WG287659
WG287659
Anthracene
Benzidine
ppm
.01
0.00755
75.5
53-133
WG287659
Benzo(a)anthracene
ppm
ppm
.01
.01
0.00243
0.00805
24.3
80.5
1-41
54-127
WG287659
WG287659
Benzo(a)pyyrene
Benzo(b)fluoranthene
ppm
.01
0.00858
85.8
52-142
WG287659
Benzo(gg,h,i)perylene
ppm
ppm
.01
.01
0.00696
0.00740
69.6
74.0
47-137
38-145
WG287659
WG287659
Benzo(k)fluoranthene
Benzyylbutyl phthalate
ppm
.01
0.00940
94.0
50-137
WG287659
Bis(2-chlorethoxy)methane
ppm
ppm
.01
.01
0.00919
0.00670
91.9
67.0
59-148
47-125
WG287659
WG287659
Bis(2-chloroethyl)ether
Bis(2-chloroisopropyl)ether
ppm
.01
0.00515
51.5
47-111
WG287659
Bis(2-ethylhexyl)phthalate
ppm
ppm
.01
.01
0.00718
0.00892
71.8
89.2
41-122
56-146
WG287659
WG287659
Chrysene
Di-n-butyl phthalate
ppm
.01
0.00766
76.6
52-133
WG287659
Di-n-octyl phthalate
ppm
ppm
.01
.01
0.00840
0.00928
84.0
92.8
58-118
58-145
WG287659
WG287659
Dibenz(a,h)anthracene
Diethyl phthalate
ppm
.01
0.00690
69.0
44-140
WG287659
Dimethyl phthalate
ppm
.01
0.00781
78.1
58-114
WG287659
Fluoranthene
ppm
.01
0.00726
72.6
56-112
WG287659
Fluorene
ppm
.01
0.00736
73.6
55-136
WG287659
Hexachloro-1,3-butadiene
ppm
ppm
O1
.01
0.00670
0.00543
67.0
54.3
59-121
36-116
WG287659
WG287659
Hexachlorobenzene
Hexachlorocyclopentadiene
ppm
.01
0.00653
65.3
50-136
WG287659
Hexachloroethane
ppm
.01
0.00840
84.0
32-159
WG287659
Indeno(1,2,3-cd)pyrene
ppm
ppm
.01
0.00573
0.00701
57.3
70.1
42-113
WG287659
'
Iso horone
{�
n-Nitrosodi-n-ppropylamine
ppm
ppm
.01
.01
.01
0.00730
0.00814
73.0
81.4
42-142
41-133
41-134
WG287659
WG287659
WG287659
n-Nitrosodimethylamine
ppm
.01
0.00524
52.4
18-127
WG287659
Page
18 of 36

Mt. Lebanon R3
Mt. Juliet, TN 371Z3
ENVIRONMENTAL
(615) 767-585e
1-800-767-5859
SCIENCE CORP.
Fax [phone]
Tax I.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
1101 Nowell Road
Quality
Assurance
Level II
Report
Raleigh, NC 27607
February 26,
2007
L280384
n-Nitrosodiphenylamine
ppm
.01
0.00792
79.2
54-153
WG287659_
Analyte
Laboratory Control Sample
Units
Known Val
Result
% Rec
Limit
Batch
Naphthalene
Nitrobenzene
ppm
.01
0.00558
55.8
52-117
WG287659
Pentachlorophenol
ppm
ppm
.01
.01
0.00621
0.00602
62.1
60.2
44-119
45-111
WG287659
WG287659
'
Phenanthrene
Phenol
ppm
.01
0.00706
70.6
54-120
WG287659
Pyrene
ppm
.01
0.00379
37.9
21-105
WG287659
ppm
.01
0.00906
90.6
55-115
WG287659
1,1-Dichloroethene
mg/1
.05
0.0653
131.
68-136
WG287660
'
1,2-Dichloroethane
mg/l
.05
0.0577
115.
61-131
WG287860
2-Butanone (MEK)
mg/l.
.25
0.263
105.
50-132
WG287860
Benzene
Carbon tetrachloride
mg/l
mg/1
.05
.05
0.0601
0.0623
120.
125.
63-121
70-140
WG287860
WG287860
Chlorobenzene
Chloroform
mg/1
mg/1
.05
0.0609
0.0603
122.
70-126
WG287860
'
Tetrachloroethene
mg/l
.05
.05
0.0604
121.
121.
65-121
63-134
WG287860
WG287860
Trichloroethene
mg/l
.05
0.0595
119.
74-120
WG287860
Vinyl chloride
mg/1
.05
0.0562
112.
46-133
WG287860
1,1,1,2-Tetrachloroethane
mg/1
.05
0.0491
96.2
61-134
WG288164
1,1,1-Trichloroethane
mg/l
.05
0.0532
106.
62-133
WG288164
1,1,2,2-Tetrachloroethane
mg/l
.05
0.0457
91.5
66-124
WG286164
1,1,2-Trichloroethane
mg/1
.05
0.0467
93.4
62-124
WG288164
1, 1, 2-Trichloro-1, 2, 2-trifluoroethane
mg/1
.05
0.0468
93.5
66-130
WG288164
•1,1-Dichloroethane
mg/1
.05
0.0483
96.7
59-135
WG288164
1,17Dichloroethene
mg/l
.05
0.0482
96.3
68-136
WG288164
1,1-Dichloropropene
mg/l
.05
0.0482
96.4
63-125
WG288164
1,2,3-Trichlorobenzene
mg/l
.05
0.0535
107.
57-152
WG288164
1,2,3-Trichloropropane
mg/l
.05
0.0476
95.1
62-138
WG288164
1,2,3-Trimethylbenzene
mg/1
.05
0.0469
93.8
61-107
WG288164
1,2,4-Trichlorobenzene
mg/l
.05
0.0504
101.
49-153
WG288164
'
1,2,4-Trimethylbenzene
mg/l
.05
0.0487
97.4
61-126
WG288164
1,2-Dibromo-3-Chloropropane
mg/l
.05
0.0464
92.7
50-139
WG288164
1,2-Dibromoethane
mg/l
.05
0.0519
104.
70-122
WG288164
1,2-Dichlorobenzene
mg/1
.05
0.0466
93.2
54-135
WG288164
1,2-Dichloroethane
mg/l
.05
0.0541
108.
61-131
WG288164
1,2-Dichloropropane
mg/1
.05
0.0460
92.0
64-126
WG288164
113,5-Trimethylbenzene
mg/1
.05
0.0498
99.5
65-126
WG288164
1,3-Dichlorobenzene
mg/l
.05
0.0479
95.7
45-143
WG288164
1,3-Dichloropropane
mg/1
.05
0.0463
92.5
74-118
WG288164
1,4-Dichlorobenzene
2,2-Dichloropropane
mg/1
mg/l
.05
.05
0.0459
0.0752
91.9
150.
48-138
52-140
WG288164
WG288164
2-Butanone (MEK)
mg/l
.25
0.239
95.6
50-132
WG288164
2-Chlorotoluene
mg/l
.05
0.0483
96.6
61-134
WG288164
4-Chlorotoluene
mg/l
.05
0.0493
98.7
67-129
WG286164
4-Methyl-2-pentanone (MIBK)
mg/l
.25
0.243
97.3
47-143
WG288164
Acetone
Acrolein
mg/1
mg/l
.25
0.235
0.246
94.1
36-163
VIG288164
'
Acrylonitrile
mg/l
.25
.25
0.211
98.5
84.5
27-122
44-130
WG288164
WG288164
Benzene
mg/l
.05
0.0429
85.8
63-121
WG288164
Bromobenzene
mg/1
.05
0.0489
97.9
70-130
WG288164
Bromodichloromethane
mg/1
.05
0.0547
109.
64-127
WG288164
Bromoform
mg/1
.05
0.0454
90.9
60-139
WG288164
'
Biomomethane
mg/l
.05
0.0516
103.
30-125
WG288164
Carbon disulfide
mg/1
.05
0.0491
98.1
51-146
WG288164
Carbon tetrachloride
mg/1
.05
0.0767
153.
70-140
WG288164
Chlorobenzene
mg/1
.05
0.0459
91.7
70-126
WG288164
Chlorodibromomethane
Chlorcethane
mg/1
mg/l
.05
.05
0.0516
0.0567
103.
113.
62-132
43-146
WG288164
WG288164
Chloroform
mg/1
.05
0.0489
97.7
65-121
WG286164
Page
19 of 36

1
12065 Lebanon
Rd.
0
Mt. Juliet, TN 37122
ENVIRONMENTAL
(615)75 8158
1-800-767-5859
SCIENCE CORP.
Fax [phone]
Tax I.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
1101 Nowell Road
Quality
Assurance
Report
Level II
h, NC 27607
Raleigh,
February 26,
2007
L280384
Chloromethane
mq/l
.05
0.0413
82.6
45-131
WG288164
Laboratory Control Sample
Analyte
Units
Known Val
Result
Rec
Limit
Batch
cis-1,2-Dichloroethene
mg/l
.05
0.0464
92.7
68-123
WG288164
cis-1,3-Dichloropropene
mg/1
.05
0.0497
99.4
66-121
WG288164
Di -isopropyl ether
mg/1
.05
0.0450
90.1
58-127
WG288164
Dibromomethane
mg/1
.05
0.0572
114.
69-119
WG288164
Dichlorodifluorcmethane
mg/1
.05
0.0844
169.
24-155
WG288164
Ethylbenzene
mg/l
.05
0.0469
93.9
70-121
WG288164
Hexachlorobutadiene
mg/1
.05
0.0509
102.
60-119
WG288164
Isopropylbenzene
mg/l
.05
0.0477
95.4
68-128
WG288164
Methyl tert-butyl ether
mg/1
.05
0.0506
101.
51-137
WG288164
Methylene Chloride
mg/l
.05
0.0453
90.6
53-131
WG288164
n-Butylbenzene
mg/1
.05
0.0488
97.5
59-134
WG288164
n-Propylbenzene
mg/1
.05
0.0486
97.2
68-123
WG288164
Naphthalene
mg/l
.05
0.0494
98.7
54-150
WG288164
p-Isopropyltoluene
mg/1
.05
0.0498
99.6
64-132
WG288164
sec-Butylbenzene
mg/1
.05
0.0467
93.3
67-124
WG288164
Styrene
mg/1
.05
0.0490
98.0
68-123
WG288164
tert-Butylbenzene
mg/l
.05
0.0478
95.6
68-128
WG288164
Tetrachloroethene
mg/1
.05
0.0458
91.6
64-134
WG288164
Toluene
mg/1
.05
0.0465
92.9
65-120
WG288164
trans-1,2-Dichloroethene
mg/l
.05
0.0463
92.6
59-138
WG288164
trans-1,3-Dichloropropene
mg/l
.05
0.0513
103.
55-113
WG298164
Trichloroethene
mg/1
.05
0.0498
99.6
74-120
WG288164
Trichlorofluoromethane
mg/1
.05
0.0667
133.
49-121
WG288164
Vinyl chloride
mg/1
.05
0.0586
117.
46-133
WG288164
Xylenes, Total
mg/l
.15
0.139
92.7
6B-124
WG288164
1,1,1,2-Tetrachloroethane
mg/kg
.05
0.0565
113.
66-134
WG288251
1,1,1-Trichloroethane
mg/kg
.05
0.0411
82.3
56-142
WG288251
1,1,2,2-Tetrachloroethane
mg/kg
.05
0.0494
98.8
68-122
WG288251
1,1,2-Trichloroethane
mg/kg
.05
0.0521
104.
69-118
WG288251
1,1,2-Trichloro-1,2,2-trifluoroethane
mg/kg
.05
0.0404
80.9
62-146
WG288251
1,1-Dichloroethane
mg/kg
.05
0.0411
82.1
55-133
WG288251
1,1-Dichloroethene
mg/kg
.05
0.0443
88.6
65-129
WG268251
1,1-Dichloropropene
mg/kg
.05
0.0418
83.6
63-130
WG288251
1,2,3-Trichlorobenzene
mg/kg
.05
0.0549
110.
60-149
WG288251
1,2,3-Trichloropropane
mg/kg
.05
0.0506
101.
65-137
WG288251
1,2,3-Trimethylbenzene
mg/kg
.05
0.0408
81.5
60-107
WG288251
1,2,4-Trichlorobenzene
mg/kg
.05
0.0578
116.
59-160
WG288251
1,2,4-Trimethylbenzene
mg/kg
.05
0.0516
103.
59-138
WG288251
1,2-Dibromo-3-Chloropropane
mg/kg
.05
0.0556
Ill.
51-142
WG288251
1,2-Dibromoethane
mg/kg
.05
0.0511
102.
64-129
WG288251
1,2-Dichlorobenzene
mg/kg
.05
0.0474
94.6
70-126
WG288251
1,2-Dichloroethane
mg/kg
.05
0.0402
80.4
55-139
WG288251
1,2-Dichloropropane
mg/kg
.05
0.0485
97.1
64-124
WG288251
1,3,5-Trimethylbenzene
mg/kg
.05
0.0509
102.
66-132
WG288251
1,3-Dichlorobenzene
mg/kg
.05
0.0570
114.
64-139
WG288251
1,3-Dichloropropane
mg/kg
.05
0.0494
98.7
71-122
WG288251
1,4-Dichlorobenzene
mg/kg
.05
0.0460
92.0
66-129
WG288251
2,2-Dichloropropane
mg/kg
.05
0.0459
91.8
51-149
WG288251
2-Butanone (MEK)
mg/kg
.25
0.217
87.0
47-134
WG288251
2-Chlorcethyl vinyl ether
mg/kg
.25
0.109
43.6
44-142
WG288251
2-Chlorotoluene
mg/kg
.05
0.0492
98.5
64-137
WG288251
4-Chlorotoluene
mg/kg
.05
0.0508
102.
69-133
WG288251
4-Methyl-2-pentanone (MIRK)
mg/kg
.25
0.238
95.3
55-132
WG288251
Acetone
mg/kg
.25
0.187
74.7
49-158
WG288251
Acrylonitrile
mg/kg
.25
0.226
90.6
44-126
WG288251
Benzene
mg/kg
.05
0.0424
84.8
65-123
WG288251
Bromobenzene
mg/kg
.05
0.0467
93.4
66-137
WG288251
Bromodichloromethane
mg/kg
.05
0.0474
94.9
67-126
WG288251
Page 20 of 36

I
fI
ri
I
0 ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
Bromoform
Quality
mq/kq
Assurance
Level ZI
L280384
.05
Report
0.0647
12065 Lebanon Rd.
Mt. Juliet, TN 37122
S8
(615) 758-5:S9
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26, 2007
129 56-144 WG288251
Laboratory Control Sample
Analyte
Units
Known Val
Result
Rec
Limit
Batch
Bromomethane
mg/kg
.05
0.0531
106.
37-117
WG288251
Carbon tetrachloride
mg/kg
.05
0.0437
87.5
61-146
WG288251
Chlorobenzene
mg/kg
.05
0.0543
109.
68-130
WG288251
Chlorodibromomethane
mg/kg
.05
0.0567
113.
64-131
WG288251
Chloroethane
mg/kg
.05
0.0431
86.2
49-148
WG288251
Chloroform
Chloromethane
mg/kg
mg/kg
.05
.05
0.0415
0.0372
83.0
74.5
63-125
41-147
WG288251
WG288251
cis-1,2-Dichloroethene
mg/kg
.05
0.0449
89.7
68-121
WG288251
cis-1,3-Dichloropropene
mg/kg
.05
0.0490
98.0
69-120
WG288251
Di -isopropyl ether
mg/kg
.05
0.0420
84.1
58-124
WG288251
Dibromomethane
Dichlorodifluoromethane
mg/kg
mg/kg
.05
.05
0.0479
0.0415
95.8
83.1
68-122
45-139
WG288251
WG288251
Ethylbenzene
Hexachlorobutadiene
mg/kg
mg/kg
.05
.05
0.0531
0.0521
106.
104.
69-124
59-129
WG288251
WG288251
Isopropylbenzene
mg/kg
.05
0.0510
102.
69-133
WG288251
Methyl tert-butyl ether
mg/kg
.05
0.0421
84.2
56-132
WG288251
Methylene Chloride
mg/kg
.05
0.0452
90.4
55-125
WG288251
n-Butylbenzene
mg/kg
.05
0.0413
82.7
61-136
WG289251
n-Propylbenzene
mg/kg
.05
0.0480
96.1
68-129
WG288251
Naphthalene
mg/kg
.05
0.0504
101.
63-146
WG288251
p-Isopropyltoluene
mg/kg
.05
0.0529
106.
64-141
WG288251
sec-Butylbenzene
mg/kg
.05
0.0499
99.9
66-133
WG288251
Styrene
tert-Butylbenzene
mg/kg
mg/kg
.05
.05
0.0547
0.0528
109.
106.
68-126
64-136
WG288251
WG288251
Tetrachloroethene
Toluene
mg/kg
.05
0.0571
114.
62-143
WG288251
trans-1,2-Dichloroethene
mg/kg
mg/kg
.05
.05
0.0462
0.0449
92.5
89.8
69-120
68-130
WG288251
WG288251
trans-1,3-Dichloropropene
mg/kg
.05
0.0491
98.2
51-115
WG288251
Trichloroethene
Trichlorofluoromethane
mg/kg
mg/kg
.05
.05
0.0473
0.0383
94.6
76.5
70-124
46-131
WG288251
WG288251
Vinyl chloride
mg/kg
.05
0.0403
80.7
49-133
WG288251
Xylenes, Total
mg/kg
.15
0.160
106.
69-126
WG288251
2-Chloroethyl vinyl ether
mg/1
.25
0.218
87.3
36-136
WG288375
1,1,1,2-Tetrachloroethane
mg/kg
.05
0.0649
130.
66-134
WG288408
1,1,1-Trichloroethane
mg/kg
.05
0.0622
124.
56-142
WG288408
1,1,2,2-Tetrachloroethane
mg/kg
.05
0.0650
130.
68-122
WG288408
1;1,2-Trichloroethane
mg/kg
.05
0.0612
122.
69-118
WG288408
1,1,2-Trichloro-1,2,2-trifluoroethane
mg/kg
.05
0.0562
112.
62-146
WG288408
1,1-Dichloroethane
mg/kg
.05
0.0515
103.
55-133
WG288408
1,1-Dichloroethene
mg/kg
.05
0.0550
110.
65-129
WG288408
1,1-Dichloroproppene
mg/kg
.05
0.0604
121.
63-130
WG288408
112,3-Trichlorobenzene
1,2,3-Trichloropropane
mg/kg
mg/kg
.05
.05
0.0587
0.0599
117.
120.
60-149
65-137
WG288408
WG288408
1,2,3-Trimethylbenzene
1,2,4-Trichlorobenzene
mg/kg
mg/kg
.05
.05
0.0587
0.0554
117.
Ill.
60-107
59-160
WG288408
WG288408
1,2,4-Trimethylbenzene
mg/kg
.05
0.0603
121.
59-138
WG288408
1,2-Dibromo-3-Chloropropane
mg/kg
.05
0.0660
132.
51-142
WG288408
1,2-Dibromoethane
mg/kg
.05
0.0578
116.
64-129
WG288408
1,2-Dichlorobenzene
mg/kg
.05
0.0587
117.
70-126
WG288408
1,2-Dichloroethane
mg/kg
.05
0.0591
118.
55-139
WG288408
1,2-Dichloropropane
mg/kg
.05
0.0526
105.
64-124
WG288408
1,3,5-Trimethylbenzene
mg/kg
.05
0.0607
121.
66-132
WG288408
1,3-Dichlorobenzene
mg/kg
.05
0.0582
116.
64-139
WG288408
1,3-Dichloropropane
mg/kg
.05
0.0573
115.
71-122
WG288408
1,4-Dichlorobenzene
2,2-Dichloropropane
mg/kg
mg/kg
.05
.05
0.0563
0.0555
113.
111.
66-129
51-149
WG28840E
WG288408
2-Butanone (MEK)
mg/kg
.25
0.280
112.
47-134
WG288408
Page 21 of 36

12065 Lebanon Rd.
Mt. Juliet, TN 37122
'
''NVIRONMENTAL
77-585-5859
1-800 76
-800-9
SCIENCE CORP.
Fax [phone]
Tax I.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
1101 Nowell Road
Quality Assurance Report
Level
II
Raleigh, NC 27607
February 26, 2007
L280384
2-Chloroethyl vinyl ether
mq/kq
.25
0.334
134
44 142 WG288408
Analyte
Laboratory
Control Sample
Units
Known Val Result
% Rec
Limit Batch
2-Chlorotoluene
4-Chlorotoluene
mg/kg
mg/kg
.05
0.0597
119.
64-137 WG288408
4-Methyl-2-pentanone (MIBK)
mg/kg
.05
.25
0.0592
0.299
118.
120.
69-133 WG288408
55-132 WG288408
Acetone
Acrylonitrile
mg/kg
mg/kg
.25
.25
0.264
0.293
105.
117.
49-158 WG288408
44-126 WG288408
Benzene
Bromobenzene
mg/kg
mg/kg
.05
.05
0.0548
0.0596
110.
119.
65-123 WG288408
66-137 WG268408
Bromodichloromethane
mg/kg
.05
0.0601
120.
67-126 WG288408
Bromoform
Bromomethane
mg/kg
mg/kg
.05
0.0614
0.0572
123.
56-144 WG288408
Carbon tetrachloride
mg/kg
.05
.05
0.0607
114.
121.
37-117 WG288408 '
61-146 WG288408
Chlorobenzene
Chlorodibromomethane
mg/kg
mg/kg
.05
0.0583
0.0653
117.
131.
68-130 WG288408
Chloroethane
mg/kg
.05
.05
0.0420
84.1
64-131 WG288408
49-148 WG288408
Chloroform
Chloromethane
mg/kg
mg/kg
.05
0.0561
112.
63-125 WG288408
cis-1,2-Dichloroethene
mg/kg
.05
.05
0.0562
0.0572
112.
114.
41-247 WG288408
68-121 WG288408
cis-1,3-Dichloropropene
Di -isopropyl ether
mg/kg
mg/kg
.05
.05
0.0593
0.0576
119.
115.
69-120 WG288408
58-124 WG288408
Dibromomethane
Dichlorodifluoromethane
mg/kg
mg/kg
.05
0.0481
0.0520
96.1
68-122 WG288408
Ethylbenzene
mg/kg
.05
.05
0.0585
104.
117.
45-139. WG288408
69-124 WG288408
Hexachlorobutadiene
mg/kg
.05
0.0561
112.
59-129 WG288408
Isopropylbenzene
Methyl tert-butyl ether
mg/kg
mg/kg
.05
0.0601
0.0553
120.
ill.
69-133 WG288408
Methylene Chloride
mg/kg
.05
.05
0.0518
104.
56-132 WG288408
55-125 WG288408
n-Butylbenzene
n-Propylbenzene
mg/kg
mg/kg
.05
0.0566
0.0590
113.
61-136 WG288408
Naphthalene
mg/kg
.05
.05
0.0600
118.
120.
68-129 WG288408
63-146 WG288408
p-Isopropyltoluene
mg/kg
.05
0.0602
120.
64-141 WG288408
sec-Butylbenzene
Styrene
mg/kg
.05
0.0603
121.
66-133 WG288408
tert-Butylbenzene
mg/kg
mg/kg
.05
.05
0.0547
0.0600
109.
120.
68-126 WG288408
64-136 WG288408
Tetrachloroethene
Toluene
mg/kg
.05
0.0574
115.
62-143 WG288408
trans-1,2-Dichloroethene
mg/kg
mg/kg
.05
.05
0.0545
0.0559
109.
112.
69-120 WG288408
68-130 WG288408
'
trans-1,3-Dichloropropene
Trichloroethene
mg/kg
mg/kg
.05
0.0634
0.0577
127.
51-115 WG288408
Trichlorofluoromethane
mg/kg
.05
.05
0.0520
115.
104.
70-124 WG288408
46-131 WG288408
Vinyl chloride
Xylenes, Total
mg/kg
.05
0.0532
106.
49-133 WG288408
mq/kq
15
0.174
116
64 126 PIG288408
'
Laboratory Control Sample Duplicate
Analyte
Units LCSD Res
Ref Res RPD
Lird t %Rec Batch
'
Suspended Solids
1,2,4-Trichlorobenzene
mg/1
ppm
90.0
0.0068
86.0 4.55
0.0055 21.3
20
27
108
68
WG287608
2,4,6-Trichlorophenol
ppm
0.0076
0.0074 3.04
27
77
WG287659
WG287659
2,4-Dichlorophenal
ppm
0.0086
0.0079 7.82
27
86
WG287659
2,4-Dimethylpphenol
ppm
0.0059
0.0047 23.8
27
60
WG287659
2,4-Dinitrophenol
2,4-Dinitrotoluene
ppm
ppm
0.0056
0.0077
0.0042 27.6
0.0076 1.44
33
16
56
77
WG287659
WG287659
2,6-Dinitrotoluene
ppm
0.0077
0.0075 2.63
19
17
WG287659
2-Chloronaphthalene
ppm
0.0070
0.0063 10.3
31
71
WG267659
2-Chlorophenol
2-Nitrophenol
ppm
0.0080
0.0077 3.54
31
80
WG287659
3,3-Dichlorobenzidine
ppm
ppm
0.0081
0.0075
0.0076 6.18
0.0068 9.03
30
18
82
75
WG287659
WG287659
4,6-Dinitro-2-methylphenol
ppm
0.0071
0.0052 30.6
33
71
WG287659
Page
22 of
36

F]
L
II
ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
Quality Assurance Report
Level II
L280384
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(615) 7SS-5858
1-800_767-5859
Fax (615) 7S8-5859
Tax I.D. 62.0814269
Est. 1970
February 26, 2007
4-Bromophenyl-phenylether ppm 0.0085 0.0081 5.05 18 85 WG287659
Laboratory Control Sample Duplicate
Analyte Units LCSD Res Ref Res RPD Limit %Rec Batch
4-Chloro-3-methylphenol
ppm
0.0075
0.0069
8.12
21
76
WG287659
4-Chlorophenyl-phenylether
ppm
0.0073
0.0072
2.60
19
74
WG287659
4-Nitrophenol
ppm
0.0059
0.0055
7.82
31
60
WG267659
Acenaphthene
ppm
0.0066
0.0062
6.02
25
67
WG287659
Acenaphthylene
ppm
0.0073
0.0068
6.61
26
74
WG287659
Anthracene
ppm
0.0078
0.0075
3.64
17
78
WG287659
Benzidine
ppm
0.0026
0.0024
10.2
32
27
WG287659
Benzo(a)anthracene
ppm
0.0086
0.0080
7.19
17
87
WG287659
Benzo(a)pyrene
ppm
0.0087
0.0085
2.30
17
88
WG287659
Benzo(b)fluoranthene
ppm
0.0087
0.0069
22.2
18
87
WG287659
Benzo(gIh,i)perylene
ppm
0.0063
0.0074
14.8
16
64
WG287659
Benzo(k)fluoranthene
ppm
0.0084
0.0094
10.8
20
84
WG287659
Benzylbutyl phthalate
ppm
0.0086
0.0091
5.94
18
87
WG287659
Bis(2-chlorethoxy)methane
ppm
0.0077
0.0067
14.0
31
77
WG287659
Bis(2-chloroethyl)ether
ppm
0.0062
0.0051
19.3
36
63
WG287659
Bis(2-chloroisopropyl)ether
ppm
0.0075
0.0071
5.02
31
76
WG287659
Bis(2-ethylhexyl)phthalate
ppm
0.0071
0.0089
21.6
18
72
WG287659
Chrysene
ppm
0.0088
0.0076
14.3
17
88
WG287659
Di-n-butyl phthalate
ppm
0.0085
0.0084
1.42
IS
85
WG287659
Di-n-octyl phthalate
ppm
0.0069
0.0092
28.3
18
70
WG287659
Dibenz(a,h)anthracene
ppm
0.0062
0.0069
10.0
17
62
WG287659
Diethyl phthalate
ppm
0.0082
0.0078
5.12
16
82
WG287659
Dimethyl phthalate
ppm
0.0076
0.0072
5.10
16
76
WG287659
Fluoranthene
ppm
0.0073
0.0073
0.545
17
73
WG287659
Fluorene
ppm
0.0068
0.0067
1.48
20
68
WG287659
Hexachloro-1,3-butadiene
ppm
0.0065
0.0054
18.7
29
66
WG287659
Hexachlorobenzene
ppm
0.0069
0.0065
6.38
1$
70
WG287659
Hexachlorocyclopentadiene
ppm
0.0095
0.0084
12.5
29
95
WG287659
Hexachloroethane
ppm
0.0067
0.0057
16.2
31
67
WG287659
Indeno(1,2,3-cd)pyrene
ppm
0.0060
0.0070
14.7
20
61
WG287659
Isophorone
ppm
0.0082
0.0073
12.7
21
83
WG287659
n-Nitrosodi-n-propylamine
ppm
0.0090
0.0081
10.5
28
90
WG267659
n-Nitrosodimethylamine
ppm
0.0052
0.0052
0.950
34
53
WG287659
n-Nitrosodiphenylamine
ppm
0.0082
0.0079
4.44
17
83
WG287659
Naphthalene
ppm
0.0065
0.0055
16.3
34
66
WG287659
Nitrobenzene
ppm
0.0071
0.0062
13.8
24
71
WG287659
Pentachlorophenol
ppm
0.0066
0.0060
9.64
30
66
WG287659
Phenanthrene
ppm
0.0074
0.0070
5.51
17
75
WG287659
Phenol
ppm
0.0041
0.0037
9.31
27
42
WG287659
Pyrene
ppm
0.0106
0.0090
16.0
17
106
WG287659
1,1-Dichloroethene
mg/l
0.0578
0.0653
12.2
17
116
WG287860
1,2-Dichloroethane
mg/l
0.0531
0.0577
8.27
15
106
WG287860
2-Butanone (MEK)
mg/l
0.281
0.263
6.55
21
112
WG287860
Benzene
mg/l
0.0526
0.0601
13.2
16
105
WG287860
Carbon tetrachloride
mg/l
0.0550
0.0623
12.4
17
110
WG287860
Chlorobenzene
mg/l
0.0559
0.0609
6.63
16
112
WG287860
Chloroform
mg/l
0.0533
0.0603
12.4
15
107
WG287860
Tetrachloroethene
mg/l
0.0531
0.0604
12.8
18
106
WG287860
Trichloroethene
mg/l
0.0527
0.0595
12.1
16
105
WG287860
Vinyl chloride
mg/l
0.0541
0.0562
3.69
17
108
WG287860
1,1,1,2-Tetrachloroethane
mg/l
0.0546
0.0491
10.5
17
109
WG288164
1,1,1-Trichloroethane
mg/l
0.0581
0.0532
8.73
17
116
WG288164
1,1,2,2-Tetrachloroethane
mg/l
0.0554
0.0457
19.1
16
ill
WG288164
1,1,2-Trichloroethane
mg/1
0.0512
0.0467
9.30
16
102
WG288164
1, 1, 2-Trichloro-1, 2,2-trifluoroethane
mg/1
0.0512
0.0468
9.14
18
102
WG288164
1,1-Dichloroethane
mg/l
0.0538
0.0483
10.7
22
108
WG288164
1,1-Dichloroethene
mg/l
0.0525
0.0482
8.64
17
105
WG288164
Page 23 of 36

12065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
(615)
758-5858
1-800-767-5859
SCIENCE CORP.
Fax
[phone]
'
Tax
I.D. 62-0814289
Solutions-IES
Est.
1970
Ms. Walt Beckwith
'
1101 Nowell Road
Raleigh,
Quality Assurance Report
Level II
NC 27607
February 26, 2007
L280384
1,1-11ichloropropene
Mg/1
0.0530
0.0482
9.52
17
106
WG288164
�I
Analyte
Laboratory Control Sample
Duplicate
Units
LCSD Res
Ref Res
RPD
Limit
%Rec
Batch
1,2,3-Trichlorobenzene
mg/l
0.0592
0.0535
10.1
19
118
WG258164
1,2,3-Trichloropropane
mg/l
0.0532
0.0476
11.2
18
106
WG288164
1,2,3-Trimethylbenzene
mg/1
0.0519
0.0469
10.1
16
104
WG288164
1,2,4-Trichlorobenzene
mg/1
0.0575
0.0504
13.1
20
115
WG288164
1,2,4-Trimethylbenzene
mg/1
0.0536
0.0487
9.60
18
107
WG288164
1,2-Dibromo-3-Chloropropane
mg/1
0.0560
0.0464
18.9
19
112
WG288164
1,2-Dibromoethane
mg/1
0.0596
0.0519
13.7
16
119.
WG288164
1,2-Dichlorobenzene
mg/l
0.0527
0.0466
12.3
16
105
WG288164
1,2-Dichloroethane
mg/l
0.0613
0.0541
12.5
15
123
WG288164
1,2-Dichloropropane
mg/l
0.0497
0.0460
7.77
18
99
WG288164
113,5-Trimethylbenzene
mg/l
0.0543
0.0498
8.78
17
109
WG288164
1,3-Dichlorobenzene
mg/1
0.0530
0.0479
10.3
17
106
WG288164
113-Dichloropropane
mg/1
0.0515
0.0463
10.7
15
103
WG288164
'
114-Dichlorobenzene
mg/1
0.0513
0.0459
11.1
17
103
WG288164
2,2-Dichloropropane
mg/1
0.0818
0.0752
8.37
21
164
WG288164
2-Butanone (MEK)
mg/1
0.269
0.239
11.9
22
108
WG288164
2-Chlorotoluene
mg/1
0.0525
0.0483
8.38
26
105
WG288164
4-Chlorotoluene
mg/l
0.0543
0.0493
9.49
17
109
WG288164
4-Methyl-2-pentanone (MIBK)
mg/1
0.268
0.243
9.76
21
107
WG288164
Acetone
mg/l
0.276
0.235
15.8
20
110
WG288164
Acrolein
mg/1
0.296
0.246
18.4
13
118
WG288164
Acrylonitrile
m7/1
0.244
0.211
14.5
20
98
WG288164
Benzene
mg/l
0.0478
0.0429
10.8
16
96
WG288164
Bromobenzene
Bromodichloromethane
mg/1
mg/1
0.0540
0.0588
0.0489
0.0547
9.76
7.28
16
17
108
118
WG288164
WG288164
Bromoform
mg/1
0.0540
0.0454
17.3
15
108
WG288164
Bromomethane
mg/1
0.0490
0.0516
5.03
21
98
WG288164
Carbon disulfide
mg/l
0.0534
0.0491
8.49
20
107
WG288164
Carbon tetrachloride
mg/l
0.0829
0.0767
7.79
17
166
WG288164
Chlorobenzene
mg/1
0.0510
0.0459
10.6
16
102
WG288164
Chlorodibromomethane
mg/1
0.0585
0.0516
12.5
15
117
WG288164
Chloroethane
mg/l
0.0527
0,0567
7.36
24
105
WG288164
Chloroform
mg/l
0.0544
0.0489
10.6
15
109
WG288164
Chloromethane
mg/1
0.0380
0.0413
8.21
22
76
WG288164
cis-1,2-Dichloroethene
mg/1
0.0517
0.0464
11.0
15
103
WG288164
cis-1,3-Dichloropropene
mg/1
0.0536
0.0497
7.51
18
107
WG288164
Di -isopropyl ether
Dibromomethane
mg/1
0.0511
0.0450
12.7
IS
102
WG288164
Dichlorodifluoromethane
mg/1
mg/l
0.0636
0.0769
0.0572
0.0844
10.5
9.29
16
22
127
154
WG288164
WG288164
Ethylbenzene
mg/1
0.0519
0.0469
10.0
17
104
WG288164
Hexachlorobutadiene
mg/1
0.0574
0.0509
12.0
18
115
WG288164
Isopropylbenzene
mg/1
0.0532
0.0477
10.9
17
106
WG288164
Methyl tert-butyl ether
mg/l
0.0575
0.0506
12.7
18
115
WG288164
Methylene Chloride
mg/l
0.0513
0.0453
12.3
17
103
WG288164
n-Butylbenzene
mg/l
0.0529
0.0488
8.18
19
106
WG288164
n-Propylbenzene
mg/1
0.0530
0.0486
8.59
17
106
WG288164
Naphthalene
mg/1
0.0586
0.0494
17.1
17
117
WG288164
p-Isopropyltoluene
mg/l
0.0530
0.0498
6.20
18
106
WG268164
sec-Butylbenzene
mg/1
0.0515
0.0467
9.95
18
103
WG288164
Styrene
mg/1
0.0537
0.0490
9.19
17
107
VIG288164
tert-Butylbenzene
mg/1
0.0526
0.0478
9.63
17
105
WG288164
Tetrachloroethene
mg/1
0.0523
0.0458
13.2
18 1
105
WG288164
Toluene
trans-1,2--Dichloroethene
mg/1
mg/1
0.0500
0.0522
0.0465
0.0463
7.24
11.9
18
22
100
104
WG288164
WG288164
trans-1,3-Dichloropropene
mg/1
0.0547
0.0513
6.35
18
109
WG288164
Trichloroethene
mg/1
0.0526
0.0498
5.53
16
105
WG288164
Trichlorofluoromethane
mg/l
0.0627
0.0667
6.22
19
125
WG288164
Vinyl chloride
mg/l
0.0544
0.0586
7,40
17
109
WG288164
Xylenes, Total
mg/1
0.156
0.139
11.7
17
104
WG288164
Page 24 of 36

I
ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
Quality Assurance Report
Level II
L280384
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1- Soo -767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26, 2007
Laboratory Control Sample Duplicate
Analyte Units LCSD Res Ref Res RPD Limit %Rec Batch
1,1,1,2-Tetrachloroethane
mg/kg
0.0589
0.0565
4.15
16
118
WG288251
1,1,1-Trichloroethane
mg/kg
0.0419
0.0411
1.86
16
84
WG288251
'
1,1,2,2-Tetrachloroethane
mg/kg
0.0467
0.0494
5.55
16
93
WG288251
1,1,2-Trichloroethane
mg/kg
0.0526
0.0521
0.935
14
105
WG288251
1,1,2-Trichloro-1,2,2-trifluoroethane
mg/kg
0.0412
0.0404
1.75
17
82
WG288251
1,1-Dichloroethane
mg/kg
0.0422
0.0411
2.78
16
84
WG288251
1,1-Dichloroethene
mg/kg
0.0448
0.0443
1.08
19
90
WG288251
1,1-Dichloropropene
mg/kg
0.0428
0.0418
2.35
17
86
WG288251
1,2,3-Trichlorobenzene
mg/kg
0.0535
0.0549
2.51
21
107
WG288251
1,2,3-Trichloropropane
mg/kg
0.0481
0.0506
5.14
19
96
WG288251
1,2,3-Trimethylbenzene
mg/kg
0.0419
0.0408
2,87
15
84
WG288251
1,2,4-Trichlorobenzene
1,2,4-Trimethylbenzene
mg/kg
mg/kg
0.0575
0.0535
0.0578
0.0516
0.475
20
115
WG288251
1,2-Dibromo-3-Chloropropane
mg/kg
0.0490
0.0556
3.71
12.6
15
20
107
98
WG288251
WG288251
1,2-Dibromoethane
1,2-Dichlorobenzene
mg/kg
mg/kg
0.0505
0.0484
0.0511
0.0474
1.19
23
101
WG288251
1,2-Dichloroethane
mg/kg
0.0401
0.0402
2.10
0.255
15
15
97
80
WG288251
WG288251
1,2-Dichloropropane
1,3,5-Trimethylbenzene
mg/kg
0.0500
0.0485
2.90
16
100
WG288251
1,3-Dichlorobenzene
mg/kg
mg/kg
0.0526
0.0590
0.0509
0.0570
3.16
3.43
15
18
105
118
WG288251
WG288251
1,3-Dichloropropane
114-Dichlorobenzene
mg/kg
mg/kg
0.0499
0.0480
0.0494
0.0460
1.15
15
100
WG288251
2,2-Dichloropropane
mg/kg
0.0471
0.0459
4.34
2.61
17
19
96
94
WG288251
WG288251
2-Butanone (MEK)
2-Chloroethyl vinyl ether
mg/kg
mg/kg
0.189
0.103
0.217
0.109
14.1
5.48
21
14
76
41
WG288251
WG288251
2-Chlorotoluene
mg/kg
0.0506
0.0492
2.62
19
101
WG288251
4-Chlorotoluene
mg/kg
0.0527
0.0508
3.64
16
105
WG288251
4-Methyl-2-pentanone (MIBK)
mg/kg
0.216
0.238
10.0
19
86
WG288251
Acetone
Acrylonitrile
mg/kg
mg/kg
0.168
0.206
0.187
0.226
10.5
9.51
31
18
67
WG288251
'
Benzene
mg/kg
0.0433
0.0424
2.15
13
82
67
WG288251
WG288251
Bromobenzene
Bromodichloromethane
mg/kg
mg/kg
0.0477
0.0480
0.0467
0.0474
2.26
1.29
15
13
95
WG288251
Bromoform
mg/kg
0.0631
0.0647
2.48
16
96
126
WG288251
WG288251
Bromomethane
Carbon tetrachloride
Chlorobenzene
mg/kg
mg/kg
0.0542
0.0451
0.0531
0.0437
1.97
2.99
20
16
108
90
WG288251
WG288251
mg/kg
0.0564
0.0543
3.67
16
113
WG288251
Chlorodibromomethane
mg/kg
0.0579
0.0567
2.18
16
116
WG288251
Chloroethane
mg/kg
0.0430
0.0431
0.329
16
66
WG288251
Chloroform
Chloromethane
mg/kg
mg/kg
0.0424
0.0374
0.0415
0.0372
2.02
14
85
WG268251
cis-1,2-Dichloroethene
mg/kg
0.0459
0.0449
0.509
2.35
17
15
75
92
WG288251
WG288251
cis-1,3-Dichloropropene
mg/kq
0.0495
0.0490
1.02
15
99
WG288251
Di -isopropyl ether
Dibromomethane
mg/kg
0.0426
0.0420
1.38
15
85
WG288251
Dichlorodifluoromethane
Ethylbenzene
mg/kg
mg/kg
mg/kg
0.0467
0.0420
0.0557
0.0479
0.0415
0.0531
2.45
1.18
4.78
14
19
15
93
84
111
WG288251
WG288251
WG288251
Hexachlorobutadiene
mg/kg
0.0526
0.0521
1.01
16
105
WG288251
Isopropylbenzene
mg/kg
0.0529
0.0510
3.65
16
106
WG288251
Methyl tert-butyl ether
mg/kg
0.0409
0.0421
3.02
16
82
WG288251
Methylene Chloride
n-Butylbenzene
mg/kg
mg/kg
0.0463
0.0432
0.0452
0.0413
2.50
4.40
15
93
WG288251
n-Propylbenzene
Naphthalene
mg/kg
0.0495
0.0480
3.01
18
16
86
99
WG288251
WG288251
p-Isopropyltoluene
mg/kg
mg/kg
0.0473
0.0550
0.0504
0.0529
6.36
3.93
21
16
95
110
WG288251
WG288251
sec-Butylbenzene
mg/kg
0.0521
0.0499
4.15
15
104
WG288251
Styrene
tert-Butylbenzene
mg/kg
mg/kg
0.0564
0.0549
0.0547
0.0528
3.12
3.77
16
16
113
110
WG288251
WG288251
Tetrachloroethene
mg/kg
0.0601
0.0571
5.02
18
120
WG288251
Page 25 of 36

r
12065 Lebanon Rd.
Mt. Juliet, TN 37122
ENVIRONMENTAL
(61S) 758-5858
1-800-767-5859
SCIENCE CORP.
Fax
[phone]
Tax
I.D. 62-0814289
Solutions-IES
Est.
2970
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
Quality
Assurance Report
Level II
February 26, 2007
L280384
Toluene
mq/kg
0.0472
0.0462
2.12
13
94
WG288251
Analyte
Laboratory
Control Sample
Duplicate
Units
LCSD Res
Ref Res
RPD
Limit
%Rec
Batch
trans-1,2-Dichloroethene
mg/kg
0.0456
0.0449
1.62
17
91
WG288251
trans-1,3-Dichloropropene
Trichloroethene
mg/kg
0.0488
0.0491
0.648
17
98
WG289251
Trichlorofluoromethane
mg/kg
mg/kg
0.0484
0.0389
0.0473
0.0383
2.27
1.75
14
15
97
78
WG288251
WG288251
Vinyl chloride
Xylenes, Total
mg/kg
0.0405
0.0403
0.501
14
81
WG288251
mg/kg
0.167
0.160
4.25
14
ill
WG288251
2-Chloroethyl vinyl ether
mg/l
0.212
0.218
2.66
28
85
WG288375
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
mg/kg
mg/kg
0.0568
•0.0555
0.0649
0.0622
13.3
16
114
WG288408
1,1,2,2-Tetrachloroethane
mg/kg
0.0557
0.0650
11.3
15.4
16
16
ill
ill
WG288408
WG288408
1,1,2-Trichloroethane
1,1,2-Trichloro-1,2,2-trifluoroethane
mg/kg
mg/kg
0.0547
0.0515
0.0612
0.0562
11.2
8.61
14
109
WG288408
1,1-Dichloroethane
mg/kg
0.0446
0.0515
14.3
17
16
103
89
WG288408
WG288408
1,1-Dichloroethene
1,1-Dichloropropene
mg/kg
0.0509
0.0550
7.80
19
102
WG288408
1,2,3-Trichlorobenzene
mg/kg
mg/kg
0.0549
0.0564
0.0604
0.0587
9.49
3.98
17
21
110
113
WG288408
WG288408
1,213-Trichloropropane
1,213-Trimethylbenzene
mg/kg
0.0530
0.0599
12.3
19
106
WG288408
1,2,4-Trichlorobenzene
mg/kg
mg/kg
0.0552
0.0540
0.0587
0.0554
6.15
2.55
15
20
110
108
WG288408
1,2,4-Trimethylbenzene
1,2-Dibromo-3-Chloropropane
mg/kg
0.0563
0.0603
6.85
15
113
WG288408
WG288408
1,2-Dibromoethane
mg/kg
mg/kg
0.0597
0.0512
0.0660
0.0578
10.1
12.2
20
23
119
102
WG288408
WG288408
'
1,2-Dichlorobenzene
1,2-Dichloroethane
mg/kg
mg/kg
0.0553
0.0527
0.0587
0.0591
5.91
15
ill
WG288408
1,2-Dichloropropane
mg/kg
0.0511
0.0526
11.5
3.02
15
16
105
102
WG288408
WG286406
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
mg/kg
mg/kg
0.0561
0.0545
0.0607
0.0582
4.34
6.71
15
18
116
109
WG288408
WG288408
1,3-Dichloropropane
1,4-Dichlorobenzene
mg/kg
0.0513
0.0573
11.0
15
103
WG288408
2,2-Dichloropropane
mg/kg
mg/kg
0.0538
0.0510
0.0563
0.0555
4.65
8.48
17
19
108
102
WG288408
WG288408
2-Butanone (MEK)
2-Chloroethyl vinyl ether
mg/kg
mg/kg
0.249
0.296
0.280
0.334
11.9
12.1
21
14
99
WG288408
2-Chlorotoluene
4-Chlorotoluene
mg/kg
0.0559
0.0597
6.67
19
118
112
WG268408
WG288408
'
4-Methyl-2-pentanone (MIBK)
mg/kg
mg/kg
0.0557
0.271
0.0592
0.299
6.09
9.73
16
19
ill
108
WG288408
WG268406
Acetone
Acrylonitrile
mg/kg
mg/kg
0.221
0.253
0.264
0.293
17.6
14.7
31
18
Be
101
WG288408
Benzene
Bromobenzene
mg/kg
0.0509
0.0548
7.31
13
102
WG288406
WG288408
Bromodichloromethane
mg/kg
mg/kg
0.0550
0.0574
0.0596
0.0601
7.96
4.57
15
13
110
115
WG288408
WG288408
Bromoform
Bromomethane
mg/kg
mg/kg
0.0548
0.0508
0.0614
0.0572
11.3
12.0
16
110
WG288408
Carbon tetrachloride
mg/kg
0.0565
0.0607
7.21
20
16
102
113
WG288408
WG288408
Chlorobenzene
Chlorodibromomethane
mg/kg
mg/kg
0.0536
0.0582
0.0583
0.0653
8.42
11.5
16
107
WG288408
Chloroethane
mg/kg
0.0390
0.0420
7.36
16
16
116
78
WG288408
WG288408
Chloroform
Chloromethane
mg/kg
mg/kg
0.0515
0.0327
0.0561
0.0562
8.63
53.0
14
17
103
65
WG288408
cis-1,2-Dichloroethene
mg/kg
0.0519
0.0572
9.71
15
104
WG288408
WG288408
cis-1,3-Dichloropropene
Di -isopropyl ether
mg/kg
0.0563
0.0593
5.18
15
113
WG288408
Dibromcmethane
mg/kg
mg/kg
0.0533
0.0466
0.0576
0.0481
7.80
3.09
15
14
107
93
VIG268406
Dichlorodifluoromethane
mg/kg
0.0490
0.0520
5.95
19
98
WG288408
WG288408
Ethylbenzene
Hexachlorobutadiene
Isopropylbenzene
mg/kg
mg/kg
mg/kg
0.0556
0.0545
0.0562
0.0585
0.0561
0.0601
5.08
3.02
6.71
15
16'
16
111
109
112
WG288408
WG288408
WG288408
Methyl tert-butyl ether
mg/kg
0.0502
0.0553
9.70
16
100
WG288408
Page
26 of
36

'
'
ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
11.01 Nowell Road
Raleigh, NC 27607
Methylene Chloride
Quality Assurance Report
Level II
L280384
mq/kq 0.0476 0 OS18 8.44
15
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26, 2007
95 WG288408
'
Analyte
Laboratory Control Sample
Duplicate
Units
LCSD Res
Ref Res
RPD
Limit %Rec
Batch
n-Butylbenzene
n-Propylbenzene
mg/kg
0.0545
0.0566
3.81
18
209
WG288408
Naphthalene
mg/kg
mg/kg
0.0556
0.0558
0.0590
0.0600
6.04
7.21
16
21
ill
112
WG288408
'
p-Isopropyltoluene
mg/kg
0.0563
0.0602
6.68
16
113
WG288408
WG288408
sec-Butylbenzene
Styrene
mg/kg
0.0562
0.0603
7.18
15
112
WG288408
tert-Butylbenzene
mg/kg
mg/kg
0.0509
0.0565
0.0547
0.0600
7.16
5.88
16
16
102
WG288408
Tetrachloroethene
mg/kg
0.0548
0.0574
4.66
18
113
110
WG288408
WG288408
'
Toluene
trans-1,2-Dichloroethene
mg/kg
mg/kg
0.0526
0.0525
0.0545
0.0559
3.50
6.23
13
17
105
WG288408
trans-1,3-Dichloropropene
mg/kg
0.0599
0.0634
5.65
17
105
120
WG288408
WG288408
Trichloroethene
Trichlorofluoromethane
mg/kg
mg/kg
0.0547
0.0485
0.0577
0.0520
5.21
6.84
14
109
WG288408
'
Vinyl chloride
Xylenes, Total
mg/kg
0.0507
0.0532
4.77
15
14
97
101
WG288408
WG288408
mo/kcr
0.164
0.174
5.84
14
110
WG288408
Analyte
Units
Matrix Spike
MS Res Ref Res
TV
Rec
Limit
Ref Samp
Batch
'
Mercury
mg/1
0.0029
0.00
.003
98.3
70-130
L280203-02
WG287367
Arsenic
Barium
mg/1
mg/l
1.12
1.22
0.00
0.0904
1.13
99.1
75-125
L280327-01
WG267387
Cadmj.um
Chromium
mg/1
1.17
0.0007
1.13
1.13
100.
103.
75-125
75-125
L280327-01
L280327-01
WG287387
WG287387
'
Lead
Selenium
mg/l
mg/1
1.06
1.11
0.0013
0.00
1.13
1.13
93.7
98.2
75-125
75-125
L260327-01
L280327-01
WG287387
WG287387
Silver
mg/1
mg/l
1.08
1.04
0.00
0.0044
1.13
1.13
95.6
91.6
75-125
75-125
L280327-01
L280327-01
WG287387
WG287387
1,1-Dichloroethene
1,2-Dichloroethane
mg/l
mg/l
3.34
3.28
0.00
2.5
134.
58-145
L280558-04
WG287860
'
2-Butanone (MEK)
mg/1
14.6
0.00
0.00
2.5
12.5
131.
116.
54-145
47-133
L280558-04
L280558-04
WG287860
WG287860
Benzene
Carbon tetrachloride
mg/l
mg/l
2.90
3.04
0.00
0.00
2.5
116.
51-134
L280558-04
WG287860
Chla oformene
mg/l
2.01
0.00
2.5
2.5
122.
80.6
51-147
59-125
L280558-04 WG287860
L280558-04.WG287860
'
Tetrachloroethene
mg/l
mg/l
3.12
1.75
0.00
0.00
2.5
2.5
125.
55-133
L280558-04
WG287860
Tri chlaroethene
Tri Vinyl chloride
mg/l
2.44
0.00
2.5
69.9
97.4
53-128
57-135
L280558-04
L280558-04
WG287860
WG287860
mg/1
3.72
0.00
2.5
149.
44-132
L280558-04
WG287860
1, 1, 1, 2-Tetrachloroethane
1, 1, 1-Trichloroethane
mg/1
mg/l
0.0501
0.0541
0.00
.05
100.
57-133
L280458-01
WG288164
'
1, 1, 2, 2-Tetrachloroethane
mg/l
0.0494
0.00
0.00
.05
.05
108.
98.9
54-143
58-134
L280458-01
L280458-01
WG288164
W-288164
1, 1, 2-Trichloroethane
1, 1, 2-Trichloro-1, 2,2-trifluoroethane
mg/l
mg/l
0.0487
0.0466
0.00
.05
97.3
58-125
L280458-01
WG288164
1,1-Dichloroethane
1,1-Dichloroethene
mg/1
0.0504
0.00
0.0015
.05
.05
93.1
97.9
61-136
53-136
L280458-01
L280458-01
WG288164
WG288164
1,1-Dichloropropene
mg/l
mg/l
0.0491
0.0475
0.00
0.00
.05
98.2
94.9
58-145
58-126
L280458-01
WG288164
1, 2, 3-Trichlorobenzene
1, 2, 3-Trichloropropane
mg/1
0.0480
0.00
.05
.05
96.1
48-127
L280458-01
L280458-01
WG268164
WG288164
1, 2, 3-Trimethylbenzene
mg/l
mg/l
0.0506
0.0480
0.00
0.00
.05
101.
96.0
57-145
51-106
L280458-01
L280458-01
WG288164
1, 2, 4-Trichlorobenzene
1, 2, 4 -Trimethylbenzene
mg/l
0.0467
0.00
.05
.05
93.5
41-127
L280458-01
WG288164
WG288164
'
1,2-Dibromo-3-Chloropropane
mg/1
mg/l
0.0495
0.0516
0.0009
0.00
.o5
97.1
103.
52-125
44-138
L280458-01
L280458-01
WG288164
1,2-Dibromoethane
1,2-Dichlorobenzene
mg/l
mg/2
0.0554
0.0471
0.00
.05
.05
111.
64-126
L280458-01
WG288164
WG288164
1,2-Dichloroe1h5ne
mg/1
0.0555
0.0006
0.00
.05
.05
93.0
111.
50-127
54-145
L280458-01
L280458-01
WG288164
WG288164
'
1,2-Dichloropropane
113,5-Trimethylbenzene
mg/l
0.0465
0.00
.05
93.1
55-135
L280456-01
WG288164
mg/l
0.0490
0.00
.05
98.0
54-125
L280458-01
WG289164
Page
27 of
36

1
1]
12065
Lebanon Rd.
0
Mt.
Ju,lietTN 37122
ENVIRONMENTAL
858
1-800-767-5859
SCIENCE CORP.
Fax
(61s) 7S8-5859
Tax
I.D. 62-0814289
Solutions-IES
Est. 1970
Ms. Walt Beckwith
1101 Nowell Road
Quality Assurance Report
Level
II
Raleigh, NC 27607
February
26, 2007
L280384
1,3-Dichlorobenzene
ma/1
0.0472
0.00
.05
94.3
47-128
L280458-01
WG288164
Matrix Spike
Analyte
Units
MS Res
Ref Res
TV
% Rec
Limit
Ref Samp
Batch
1,3-Dichloropropane
mg/1
0.0469
0.00
.05
93.8
64-125
L290458-01
WG288164
1,4-Dichlorobenzene
mg/1
0.0525
0.0072
.05
90.6
47-123
L280458-01
WG288164
2,2-Dichloropropane
mg/1
0.0734
0.00
.05
147.
44-143
L280458-01
WG288164
2-Butanone (MEK)
mg/l
0.266
0.00
.25
106.
47-133
L280458-01
WG288164
2-Chlorotoluene
mg/1
0.0489
0.0003
.05
97.2
51-135
L280458-01
WG288164
4-Chlorotoluene
mg/1
0.0478
0.00
.05
95.7
57-123
L280458-01
WG288164
4-Methyl-2-pentanone (MIBK)
mg/l
0.266
0.00
.25
106.
45-144
L280458-01
WG288164
Acetone
mg/1
0.259
0.0783
.25
72.3
25-158
L280458-01
WG288164
Acrolein
mg/1
0.275
0.00
.25
110.
25-128
L280458-01
WG288164
Acrylonitrile
mg/1
0.229
0.00
.25
91.6
39-136
L280458-01
WG288164
Benzene
mg/1
•0.0463
0.0030
.05
86.6
51-134
L280456-01
WG288164
Bromobenzene
mg/1
0.0478
0.00
.05
95.6
60-131
L280458-01
WG288164
Bromodichloromethane
mg/1
0.0555
0.00
.05
111.
54-139
L280458-01
WG288164
Bromoform
mg/1
0.0491
0.00
.05
98.1
52-144
L280458-01
WG288164
Bromomethane
mg/1
0.0432
0.00
.05
86.4
23-131
L280458-01
WG286164
Carbon disulfide
mg/1
0.0481
0.00
.05
96.2
40-145
L280458-01
WG288164
Carbon tetrachloride
mg/1
0.0770
0.00
.05
154.
51-147
L280458-01
WG288164
Chlorobenzene
mg/1
0.0491
0.0018
.05
94.5
59-125
L280458-01
WG288164
Chlorodibromomethane
mg/1
0.0542
0.00
.05
108.
57-133
L280458-01
WG288164
Chloroethane
mg/1
0.0508
0.00
.05
102.
38-153
L280458-01
VIG288164
Chloroform
mg/1
0.0493
0.00
.05
98.6
55-133
L280458-01
WG288164
Chloromethane
mg/1
0.0339
0.00
.05
67.8
39-135
L280458-01
WG288164
cis-1,2-Dichloroethene
mg/1
0.0474
0.0006
.05
93.5
64-126
L280458-01
WG288164
cis-1,3-Dichloropropene
mg/1
0.0481
0.00
.05
96.1
54-122
L280458-01
WG288164
Di -isopropyl ether
mg/1
0.0442
0.00
.05
88.5
53-132
L280458-01
WG288164
Dibromomethane
mg/1
0.0595
0.0005
.05
118.
61-132
L280456-01
WG288164
Dichlorodifluoromethane
mg/1
0.0745
0.00
.05
149.
26-153
L280458-01
WG288164
Ethylbenzene
mg/1
0.0479
0.00
.05
95.8
55-125
L280458-01
WG288164
Rexachlorobutadiene
mg/1
0.0528
0.00
.05
106.
51-109
L280458-01
WG288164
Isopropylbenzene
mg/1
0.0489
0.00
.05
97.9
59-127
L280458-01
WG288164
Methyl tert-butyl ether
mg/1
0.0519
0.0003
.05
103.
50-137
L280458-01
WG288164
Methylene Chloride
mg/1
0.0454
0.0006
.05
89.4
44-143
L280458-01
WG288164
n-Butylbenzene
mg/1
0.0478
0.0004
.05
94.7
47-124
L280458-01
WG288164
n-Propylbenzene
mg/1
0.0485
0.00
.05
97.1
53-124
L280458-01
WG288164
Naphthalene
mg/1
0.0503
0.0047
.05
91.3
45-141
L280458-01
WG288164
p-Isopropyltoluene
mg/l
0.0492
0.0003
.05
97.7
52-126
L280458-01
WG288164
sec-Butylbenzene
mg/1
0.0471
0.0004
.05
93.2
54-127
L280458-01
WG288164
Styrene
mg/1
0.0490
0.00
.05
97.9
55-121
L280458-01
WG288164
tert-Butylbenzene
mg/1
0.0503
0.00
.05
101.
57-128
L280458-01
WG288164
Tetrachloroethene
mg/1
0.0482
0.00
.05
96.4
53-128
L280458-01
WG288164
Toluene
mg/1
0.0467
0.0013
.05
90.8
57-126
L280458-01
WG286164
tran5-1,2-Dichloroethene
mg/1
0.0454
0.00
.05
90.8
52-139
L280458-01
WG288164
trans-1,3-Dichloropzopene
mg/1
0.0482
0.00
.05
96.4
48-113
L280458-01
WG288164
Trichloroethene
mg/1
0.0503
0.00
.05
101.
57-135
L280458-01
WG288164
Trichlorofluoromethane
mg/1
0.0605
0.00
.05
121.
42-134
L280458-01
WG288164
Vinyl chloride
mg/1
0.0487
0.00
.05
97.4
44-132
L280458-01
WG288164
Xylenes, Total
mg/1
0.144
.0.0012
.15
95.5
54-129
L280458-01
WG288164
1,1,1,2-Tetrachloroethane
mg/kg
0.224
0.00
.05
89.7
56-123
L280384-02
WG288251
1,1,1-Trichloroethane
mg/kg
0.165
0.00
.05
65.8
53-139
L280384-02
WG288251
1,1,2,2-Tetrachloroethane
mg/kg
0.214
0.00
.05
85.5
37-133
L280384-02
WG288251
1,1,2-Trichloroethane
mg/kg
0.221
0.00
.05
88.6
61-113
L280384-02
WG288251
1,1,2-Trichloro-1,2,2-trifluoroethane
mg/kg
0.169
0.0079
.05
64.2
56-115
L280384-02
WG288251
1,1-Dichloroethene
mg/kg
0.170
0.00
.05
67.8
64-127
L280384-02
WG288251
1,1-Dichloroethene
mg/kg
0.176
0.00
.05
70.5
64-126
L280384-02
WG288251
1,1-Dichloropropene
mg/kg
0.165
0.00
.05
66.1
55-108
L280384-02
WG288251
1,2,3-Trichlorobenzene
mg/kg
0.205
0.00
.05
82.1
30-113
L280384-02
WG288251
1,2,3-Trichloropropane
mg/kg
0.220
0.00
.05
86.1
47-138
L280384-02
WG288251
1,2,3-Trimethylbenzene
mg/kg
0.175
0.00
.05
70.0
42-96
L280384-02
WG288251
Page 28 of 39

1
FBI
L
0 ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
1,2,4-Trichlorobenzene
Quality Assurance Report
Level II
L280384
mq/kg 0.214 0.00 05
85.8
1205S Lebanon Rd.
Mt. Juliet, TN 37122
c615) 758-5e5a
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 29, 2007
30-104 L280384 02 WG288251
Analyte
Units
Matrix Spike
MS Res Ref Res
TV
% Rec
Limit
Ref Samp
Batch
1,2,4-Trimethylbenzene
1,2-Dibromo-3-Chloropropane
mg/kg
mg/kg
0.205
0.228
0.00
.05
81.9
38-108
L280384-02
WG288251
1,2-Dibromoethane
mg/kg
0.223
0.00
0.00
.05
.05
91.2
89.3
39-135
57-120
L280384-02
L280384-02
WG288251
WG288251
1,2-Dichlorobenzene
1,2-Dichloroethane
mg/kg
mg/kg
0.197
C.179
0.00
0.00
.05
78.9
36-110
L280384-02
WG288251
1,2-Dichloropropane
mg/kg
0.200
0.00
.05
.05
71.6
80.0
46-147
63-124
L280384-02
L280384-02
WG288251
WG288251
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
mg/kg
mg/kg
0.201
0.217
0.00
.05
80.6
39-106
L280384-02
WG288251
1,3-Dichloropropane
mg/kg
0:211
0.00
0.00
.05
.05
86.8
84.2
31-109
65-116
L280384-02
L280384-02
WG288251
WG288251
1,4-Dichlorobenzene
2,2-Dichloropropane
mg/kg
mg/kg
0.186
0.179
0.00
0.00
.05
74.3
32-102
L280384-02
WG288251
2-Butanone (MEK)
2-Chloroethyl vinyl
mg/kg
0.995
0.00
.05
.25'
71.6
79.6
49-138
43-137
L280384-02
L280384-02
WG288251
WG288251
ether
2-Chlorotoluene
mg/kg
mg/kg
0.424
0.192
0.00
0.00
.25
34.0
40-138
L280384-02
WG288251
4-Chlorotoluene
4-Methyl-2-pentanone (MIRK)
mg/kg
0.197
0.00
.05
.05
77.0
78.8
45-111
38-106
L280384-02
L280384-02
WG288251
WG288251
Acetone
mg/kg
mg/kg
1.08
0.887
0.00
0.00
.25
.25
86.2
71.0
47-133
33-148
L280384-02
L280384-02
WG288251
WG288251
Acrylonitrile
Benzene
mg/kg
mg/kg
1.03
0.175
0.00
0.00
.25
82.7
40-126
L2B0384-02
WG288251
Bromobenzene
mg/kg
0.192
0.00
.05
.05
70.1
76.7
54-119
45-116
L280384-02
L280384-02
WG288251
WG288251
Bromodichloromethane
Bromoform
mg/kg
0.196
0.00
.05
78.5
51-125
L280384-02
WG288251
Bromomethane
mg/kg
mg/kg
0.251
0.216
0.00
0.00
.05
.05
100.
86.4
44-135
30-113
L280384-02
L280384-02
WG288251
WG268251
Carbon tetrachloride
Chlorobenzene
mg/kg
0.171
0.00
.05
66.2
47-133
L280384-02
WG288251
Chlorodibromomethane
mg/kg
mg/kg
0.217
0.229
0.00
0.00
.05
.05
86.7
91.6
53-110
53-125
L280384-02
L280384-02
WG288251
WG288251
Chloroethane
Chloroform
mg/kg
mg/kg
0.193
0.175
0.00
0.00
.05
77.2
42-149
L280384-02
WG288251
Chloromethane
mg/kg
0.146
0.00
.05
.05
70.1
58.5
61-127
35-140
L280384-02
L280384-02
WG268251
WG288251
cis-1,2-Dichloroethene
cis-1,3-Dichloropropene
mg/kg
mg/kg
0.188
0.207
0.00
0.00
.05
75.3
67-120
L280384-02
WG268251
Di -isopropyl ether
mg/kg
0.181
0.00
.05
.05
82.8
72.5
53-113
62-119
L280384-02
L280384-02
WG288251
WG288251
Dibromomethane
Dichlorodifluoromethane
mg/kg
mg/kg
0.206
0.172
0.00
0.00
.05
82.2
57-126
L280384-02
WG268251
Ethylbenzene
mg/kg
0.208
.0.00
.05
.05
69.0
83.2
34-140
47-111
L280384-02
L280384-02
WG288251
WG288251
Hexachlorobutadiene
Isopropylbenzene
mg/kg
mg/kg
0.187
0.200
0.00
0.00
.05
75.0
30-91
L280384-02
WG288251
Methyl tent -butyl ether
mg/kg
0.183
0.00
.05
.05
80.1
73.1
49-110
63-131
L280384-02
L280384-02
WG288251
WG288251
Methylene Chloride
n-Butylbenzene
mg/kg
mg/kg
0.190
0.162
0.00
0.00
.05
75.8
54-123
L280384-02
WG288251
n-Propylbenzene
mg/kg
0.187
0.00
.05
.05
64.7
74.7
36-94
43-101
L260384-02
L280384-02
WG288251
WG288251
Naphthalene
p-Isopropyltoluene
mg/kg
mg/kg
0.207
0.203
0.00
0.00
.05
82.9
81.0
33-125
34-105
L260384-02
WG288251
sec-Butylbenzene
Styrene
mg/kg
0.193
0.00
.05
.05
77.1
37-105
L280384-02
L280384-02
WG288251
WG288251
tert-Butylbenzene
mg/kg
mg/kg
0.218
0.207
0.00
0.00
.05
.05
87.1
82.8
43-107
45-112
L280384-02
L2B0384-02
WG288251
WG288251
Tetrachloroethene
Toluene
mg/kg
0.211
0.00
.05
64.5
40-114
L280384-02
WG288251
trans-1,2-Dichloroethene
mg/kg
mg/kg
0.188
0.178
0.00
0.00
.05
75.2
71.2
54-109
58-118
L280384-02
WG288251
trans-1,3-Dichloropropene
Trichloroethene
mg/kg
0.208
0.00
.05
.05
83.2
41-107
L280384-02
L280384-02
WG288251
WG288251
Trichlorofluoromethane
mg/kg
mg/kg
0.184
0.186
0.00
0.00
.05
.05
73.8
74.3
56-119
39-126
L280384-02
L280384-02
WG288251
WG288251
Vinyl chloride
Xylenes, Total
mg/kg
0.165
0.00
.05
65.9
39-127
L280384-02
WG288251
mg/kg
0.625
0.00
.15
83.3
51-107
L280384-02
WG288251
2-Chloroethyl vinyl ether
mg/l
2.34
0.0130
.25
93.1 28-148
L280733-13
WG288375
1,1,1,2-Tetrachloroethane
1,1,1-Trichloroethane
mg/kg
0.217
0.00
.05
86.9 56-123
L280418-03 WG288408
mg/kg
0.234
0.00
.05
93.5 53-139
L280418-03 WG288408
Page 29 of 36

1
ENVIRONMENTAL
CIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
1,1,2,2-Tetrachloroethane
Quality Assurance Report
Level II
L280384
ma/kg 0.191 ' 0.00 05
76 5
12065 Lebanon Rd.
.Mt. Juliet, TH 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26, 2007
37-133 L280418-03 WG288408
Matrix Spike
Analyte
Units
MS Res
Ref Res
TV
Rec
Limit
Ref Samp
Batch
1,1,2-Trichloroethane
mg/kg
0.239
0.00
.05
95.7
61-113
L280418-03
WG288408
1,1,2-Trichloro-1,2,2-trifluoroethane
mg/kg
0.183
0.00
.05
73.0
56-115
L280418-03
WG288408
1,1-Dichloroethane
mg/kg
0.186
0.00
.05
74.5
64-127
L280418-03
WG288408
1,1-Dichloroethene
mg/kg
0.216
0.00
.05
86.5
64-126
L280418-03
WG288408
1,1-Dichloropropene
mg/kg
0.203
0.00
.05
81.1
55-108
L280418-03
WG268408
112,3-Trichlorobenzene
mg/kg
0.0606
0.00
.05
24.2
30-113
L280418-03
WG288408
1,2,3-Trichloropropane
mg/kg
0.206
0.00
.05
82.3
47-138
L280418-03
WG288408
1,2,3-Trimethylbenzene
mg/kg
0.132
0.00
.05
.52.8
42-96
L280418-03
WG288408
1,2,4-Trichlorobenzene
mg/kg
0.0660
0.00
.05
26.4
30-104
L280418-03
WG288408
1,2,4-Trimethylbenzene
mg/kg
0.0963
0.00
.05
38.5
38-108
L280418-03
WG288406
1,2-Dibromo-3-Chloropropane
mg/kg
0.207
0.00
.05
83.0
39-135
L280418-03
WG288408
1,2-Dibromoethane
mg/kg
0.220
0.00
.05
88.1
57-120
L280418-03
WG288408
1,2-Dichlorobenzene
mg/kg
0.144
0.00
.05
57.7
36-110
L280418-03
WG288408
1,2-Dichloroethane
mg/kg
0.252
0.00
.05
101.
46-147
L280418-03'WG288408
1,2-Dichloropropane
mg/kg
0.215
0.00
.05
86.0
63-124
L280418-03
WG288408
1,3,5-Trimethylbenzene
mg/kg
0.114
0.00
.05
45.7
39-106
L280418-03
WG288408
1,3-Dichlorobenzene
mg/kg
0.113
0.00
.05
45.3
31-109
L280418-03
WG288408
1,3-Dichloropropane
mg/kg
0.228
0.00'
.05
91.1
65-116
L280418-03
WG288408
1,4-Dichlorobenzene
mg/kg
0.141
0.00
.05
56.3
32-102
WG288408
2,2-Dichloropropane
mg/kg
0.153
0.00
.05
61.2
49-138
,L280418-03
L280418-03
WG288408
2-Butanone (MEK)
mg/kg
0.976
0.00
.25
78.1
43-137
L280418-03
WG288408
2-Chloroethyl vinyl ether
mg/kg
1.06
0.00
.25
85.0
40-138
L280418-03
WG288408
2-Chlorotoluene
mg/kg
0.133
0.00
.05
53.3
45-111
L280418-03
WG288408
4-Chlorotoluene
mg/kg
0.132
0.00
.05
52.9
38-106
L280418-03
WG288408
4-Methyl-2-pentanone (MIBK)
mg/kg
0.927
0.00
.25
74.1
47-133
L280418-03
WG288408
Acetone
Acrylonitrile
mg/kg
mg/kg
1.05
0.941
0.00
0.00
.25
83.7
33-148
L280418-03
WG288408
Benzene
mg/kg
0.210
0.00
.25
.05
75.3
84.1
40-126
54-119
L280418-03
L280418-03
WG288408
WG288408
Bromobenzene
Bromodichloromethane
mg/kg
mg/kg
0.153
0.246
0.00
0.00
.05
.05
61.1
98.2
45-116
51-125
L280418-03
L280418-03
WG268408
WG288408
Bromoform
mg/kg
0.194
0.00
.05
77.7
44-135
L280416-03
WG288408
Bromomethane
Carbon tetrachloride
mg/kg
mg/kg
0.266
0.221
0.00
0.00
.05
.05
107.
88.5
30-113
47-133
L280418-03
L280418-03
WG288408
WG288408
Chlorobenzene
Chlorodibromomethane
mg/kg
mg/kg
0.182
0.245
0.00
0.00
.05
.05
72.7
97.9
53-110
53-125
L280418-03
L280418-03
WG288408
WG288408
Chloroethane
mg/kg
0.177
0.00
.05
70.7
42-149
L280418-03
WG288408
Chloroform
Chloromethane
mg/kg
mg/kg
0.225
0.246
0.00
0.00
.05
90.0
61-127
L280418-03
WG288408
cis-1,2-Dichloroethene
mg/kg
0.227
0.00
.05
.05
98.3
90.9
35-140
67-120
L280418-03
L280418-03
WG288408
WG268408
cis-1,3-Dichloropropene
mg/kg
0.218
0.00
.05
87.1
53-113
L280418-03
WG288408
Di -isopropyl ether
mg/kg
0.239
0.00
.05
95.8
62-119
L280418-03
WG288408
Dibromomethane
Dichlorodifluoromethane
mg/kg
mg/kg
0,229
0.238
0.00
0.00
.05
.05
91.8
95.0
57-126
34-140
L280418-03
L280418-03
WG288408
WG288408
Ethylbenzene
mg/kg
0.165
0.00
.05
65.9
47-111
L280418-03
WG288408
Hexachlorobutadiene
mg/kg
0.0440
0.00
.05
17.6
30-91
L280418-03
WG288408
Isopropylbenzene
mg/kg
0.138
0.00
.05
55.4
49-110
L280418-03
WG288408
Methyl tert-butyl ether
mg/kg
0.242
0.00
.05
96.8
63-131
L280418-03
WG288408
Methylene Chloride
mg/kg
0.243
0.0280
.05
85.8
54-123
L280418-03
WG288408
n-Butylbenzene
mg/kg
0.0828
0.00
.05
33.1
36-94
L280418-03
WG288408
n-Propylbenzene
mg/kg
0.120
0.00
.05
47.9
43-101
L260418-03
WG288408
Naphthalene
mg/kg
0.0669
0.00
.05
26.7
33-125
L280418-03
WG288408
p-Isopropyltoluene
mg/kg
0.0791
0.00
.05
31.6
34-105
L280418-03
WG288408
sec-Butylbenzene
mg/kg
0.0944
0.00
.05
37.8
37-105
L280418-03
WG288408
Styrene
mg/kg
0.146
0.00
.05
58.4
43-107
L280418-03
WG288408
tert-Butylbenzene
mg/kg
0.114
0.00
.05
45.5
45-112
L280418-03
WG286408
Tetrachloroethene
mg/kg
0.161
0.00
.05
64.5
40-114
L280418-03
WG288408
Toluene .
mg/kg
0.184
0.00
.05
73.8
54-109
L280418-03
WG288408
trans-1,2-Dichloroethene
mg/kg
-0.219
0.00
.05
87.4
58-118
L280418-03
WG288409
trans-1,3-Dichloropropene
mg/kg
0.227
0.00
.05
91.0
41-107
L260418-03
WG288408
Page 30 of 36

0
12065 Lebanon Rd.
Mt. 1 11et, TN 37122
'
ENVIRONMENTAL
(615758-585
1-eo0
-7s7-ses9
SCIENCE CORP.
Fax
[phone]
'
Tax
I.D. 62-0814289
Solutions-IES
Est.
1970
MS. Walt Beckwith
1101 Nowell Road
Quality Assurance Report
Level II
Raleigh, NC 27607
February 26, 2007
L280384
Trichloroethene
m4/kq
0.213
0.00
05
85.2
56-119
L280418-03
WG288408
'
Matrix Spike
Analyte
Units
MS Res
Ref Res
TV Rec
Limit
Ref Samp
Batch
Trichlorofluoromethane
mg/kg
0.223
0.00
.05
89.4
39-126
L280418-03
WG288408
Vinyl chloride
mg/kg
0.244
0.00
.05
97.4
39-127
L280418-03
WG288408
'
Xylenes, Total
mq/kg
0.457
0.00
15
61.0
51-107
L280418 03
WG288408
Matrix Spike Duplicate
Analyte
Units
MSD Res
Ref Res
RPD
Limit %Rec
Ref Samp
Batch
Mercury
mg/l
0.0030
0.0029
3.66
20
102.
L280203-02
WG287367
Arsenic
Barium
mg/1
1.11
1.12
0.897
20
98.2
L280327-01
WG287387
Cadmium
mg/1
mg/l
1.16
1.10
1.22
1.17
5.04
20
94.7
L280327-01
WG287387
'
Chromium
Lead
mg/l
mg/1
1.05
1.10
1.06
1.11
6.17
0.948
0.905
20
20
20
97.3
92.8
97.3
L280327-01
L280327-01
L280327-01
WG267387
WG287387
WG287387
Selenium
Silver
mg/l.
mg/l
1.08
0.991
1.08
1.04
0.00
4.83
20
20
95.6
87.3
L280327-01
L280327-01
WG287387
WG287387
1,1-Dichloroethene
1,2-Dichloroethane
mg/l
mg/l
3.23
3.13
3.34
3.26
22
129.
L280558-04
WG287860
'
2-Butanone (MEK)
mg/1
15.5
3.28
14.6
4.46
6.52
21
22
125.
124.
L280558-04
L280558-04
WG267860
WG287860
Benzene
mg/l
2.61
2.90
10.6
18
104.
L280558-04
WG287860
Carbon tetrachloride
mg/1
2.74
3.04
10.3
23
110.
L280558-04
WG287860
Chlorobenzene
mg/1
1.59
2.01
23.8
22
63.4
L280558-04
WG287860
'
Chloroform
Tetrachloroethene
m17/1.
mg/1
2.90
1.27
3.12
1.75
7.28
31.5
20
24
116.
50.9
L280558-04
L280558-04
WG287860
WG287860
Trichloroethene
Vinyl chloride
mg/l
mg/1
2.04
3.54
2.44
3.72
17.7
4.75
23
24
81.6
142.
L280558-04
L280558-04
WG287860
WG287860
1,1,1,2-Tetrachloroethane
mg/1
0.0514
0.0501
2.53
21
103.
L280458-01
WG288164
1,1,1-Trichloroethane
mg/l
0.0538
0.0541
0.592
22
108.
L280458-01
WG288164
1,1,2,2-Tetrachloroethane
mg/1
0.0501
0.0494
1.35
27
100.
L280458-01
WG288164
1,1,2-Trichloroethane
mg/l
0.0495
0.0487
1.75
19
99.0
L280458-01
WG288164
1,1,2-Trichlorc-1,2,2-trifluoroethane
mg/l
0.0465
0.0466
0.156
20
93.0
L280458-01
WG288164
1,1-Dichloroethane
1,1-Dichloroethene
mg/l
0.0504
0.0504
0.144
22
97.7
L280458-01
WG288164
1,1-Dichloropropene
1,2,3-Trichlorobenzene
mg/l
mg/1
0.0478
0.0485
0.0491
0.0475
2.67
2.27
22
20
95.6
97.1
L280458-01
L280458-01
WG288164
WG288164
1,2,3-Trichloropropane
mg/l
mg/l
0.0494
0.0515
0.0480
0.0506
2.87
1.82
26
24
98.9
103.
L280458-01
L280458-01
WG288164
WG288164
1,2,3-Trimethylbenzene
mg/1
0.0462
0.0480
3.90
19
92.4
L280458-01
WG288164
1,2,4-Trichlorobenzene
mg/1
0.0455
0.0467
2.60
26
91.1
L280458-01
WG288164
1,2,4-Trimethylbenzene
mg/l
0.0482
0.0495
2.58
26
94.6 '
L280458-01
WG288164
'
1,2-Dibromo-3-chloropropane
mg/l
0.0511
0.0516
0.889
27
102.
L280458-01
WG288164
1,2-Dibromoethane
mg/l
0.0560
0.0554
1.19
19
112.
L280458-01
WG268164
1,2-Dichlorobenzene
mg/l
0.0467
0.0471
0.838
19
92.2
L280458-01
WG288164
1,2-Dichloroethane
mg/l
0.0569
0.0555
2.55
21
114.
L280458-01
WG288164
'
1,2-Dichloropropane
1,3,5-Trimethylbenzene
mg/1
mg/1
0.0457
0.0490
0.0465
0.0490
1.86
0.0037
20
27
91.4
98.0
L280458-01
L280458-01
WG288164
WG288164
1,3-Dichlorobenzene
mg/l
0.0471
0.0472
0.123
25
94.2
L280458-01
WG268164
1,3-Dichloropropane
mg/l
0.0486
0.0469
3.51
19
97.2
L280458-01
WG288164
1,4-Dichlorobenzene
mg/l
0.0519
0.0525
1.05
18
89.5
L280458-01
WG288164
2,2-Dichloropropane
mg/l
0.0735
0.0734
0.0758
19
147.
L280458-01
WG288164
2-Butanone (MEK)
mg/1
0.261
0.266
2.01
22
104.
L280458-01
WG288164
'
2-Chlorotoluene
mg/1
0.0481
0.0489
1.73
28
95.5
L280458-01
WG288164
4-Chlorotoluene
mg/1
0.0477
0.0478
0.277
25
95.4
L280458-01
WG288164
4-Methyl-2-pentanone (MIBK)
mg/l
0.267
0.266
0.169
25
107.
L260458-01
WG288164
Acetone
mg/l
0.254
0.259
1.86
33
70.4
L280458-01
WG288164
Acrolein
Acrylonitrile
mg/l
mg/l
0.268
0.227
0.275
0.229
2.53
1.07
15
25
107.
90.6
L280458-01
L280458-01
WG288164
WG288164
Benzene
mg/1
0.0464
0.0463
0.186
18
86.8
L280458-01
WG288164
Page 31 of 39

12065 Lebanon Rd.
Mt.
Juliet, TN 37122
'
ENVIRONMENTAL
[phone]
SCIENCE CORP.
1-800-767-5859
Fax
(615) 758-s859
Tax
I.D. 62-0814289
'
SOlutions-IES
Est.
1970
Ms. Walt Beckwith
1101 Nowell Road
Quality Assurance Report
Raleigh, NC 27607
Level
II
'
February 26, 2007
L260384
Bromobenzene
mq/1
0.0487
0.0478
1.81
22
97.4
L280458 01
WG288164
Analyte
Matrix Spike Duplicate
Units MSD Res Ref Res RPD
Limit %Rec
Ref Samp
Batch
Bromodichloromethane
Bromoform
mg/1
0.0558
0.0555
0.544
19
112.
L280458-01
WG288164
Bromomethane
mg/1
mg/l
0.0496
0.0359
0.0491
0.0432
1.15
18.5
21
24
99.3
L280458-01
WG288164
Carbon disulfide
Carbon tetrachloride
mg/1
0.0479
0.0481
0.430
30
71.8
95.8
L260458-01
L280458-01
WG288164
WG288164
Chlorobenzene
mg/l
mg/l
0.0783
0.0466
0.0770
0,0491
1.63
0.859
23
22
157.
93.7
L280458-01
WG288164
Chlorodibromomethane
Chloroethane
mg/1
0.0550
0.0542
1.44
19
110.
L280458-01
L280458-01
WG288164
WG288164
Chloroform
mg/1
mg/1
0.0412
0.0496
0.0508
0.0493
20.8
0.558
25
20
82.5
99.2
L280458-01
L280458-01
WG288164
WG288164
Chloromethane
cis-1,2-Dichloroethene
mg/l
mg/1
0.0263
0.0486
0.0339
25.3
23
52.6
L280458-01
WG288164
cis-1,3-Dichloropropene
mg/1
0.0478
0.0474
0.0481
2.51
0.579
18
22
95.9
95.6
L280458-01
L280458-01
WG288164
WG288164
Di -isopropyl ether
Dibromomethane
mg/l
mg/1
0.0460
0.0595
0.0442
3.82
20
91.9
L280458-01
WG288164
'
Dichlorodifluoromethane
mg/l
0.0566
0.0595
0.0745
0.0235
27.3
19
25
118.
L280458-01
WG288164
Ethylbenzene
Hexachlorobutadiene
mg/1
0.0472
0.0479
1.42
20
113.
94.4
L280458-01
L280458-01
WG286164
WG288164
Isopropylbenzene
mg/i
mg/l
0.0492
0.0481
0.0528
0.0489
7.02
1.63
22
26
98.5
L280458-01
WG288164
Methyl tent -but 1 ether
X
Methylene chloride
mg/1
0.0534
0.0519
2.70
21
96.3
106.
L280458-01
L280458-01
WG288164
WG288164
'
n-Butylbenzene
mg/1
mg/1
0.0468
0.0463
0.0454
0.0478
3.10
3.25
22
20
92.2
L280458-01
WG288164
n-Propylbenzene
Naphthalene
mg/l
0.0481
0.0485
0.855
26
91.7
96.3
L280458-01
L280458-01
WG288164
WG288164
p-Isopropyltoluene
sec-Butyllbbenzene
mg/l
mg/l
0.0494
0.0479
0.0503
0.0492
1.79
2.69
25
20
89.5
95.0
L280458-01
L280458-01
WG288164
WG288164
Styrene
mg/1
mg/l
0.0468
0.0495
0.0471
0.571
20
92.7
L280458-01
WG288164
tert-Butylbenzene
mg/1
0.0477
0.0490
0.0503
1.18
5.27
27
26
99.1
95.4
L280458-01
WG288164
Tetrachloroethene
Toluene
mg/1
0.0478
0.0482
0.816
24
95.6
L280458-01
L280458-01
WG288164
WG288164
trans-1,2-Dichloroethene
mg/l
mg/1
0.0464
0.0463
0.0467
0.0454
0.643
1.95
26
24
90.2
L280458-01
WG288164
'
trans-1,3-Dichloropropene
mg/1
0.0488
0.0482
1.30
22
92.6
97.7
L280458-01
L280458-01
WG288164
WG288164
Trichloroethene
Trichlorofluoromethane
mg/1
mg/l
0.0496
0.0477
0.0503
0.0605
1.31
23
99.2
L280458-01
WG288164
Vinyl chloride
mg/l
0.0389
0.0487
23.6
22.3
21
24
95.4
77.9
L280458-01
L280458-01
WG288164
WG288164
Xylenes, Total
1,1,1,2-Tetrachloroethane
mg/1
mg/kg
0.142
0.238
0.144
0.224
1.52
5.87
24
18
94.0
95.1
L280458-01
WG288164
1,1,1-Trichloroethane
mg/kg
0.174
0.165
5.86
17
L280384-02
WG288251
1,1,2,2-Tetrachloroethane
mg/kg
0.214
0.214
0.222
14
69.8
85.7
L280384-02
L280384-02
WG288251
WG288251
1,1,2-Trichloroethane
1,1,2-Trichloro-1,212-trifluoroethane.
mg/kg
mg/kg
0.228
0.164
0.221
0.169
3.04
19
91.3
L280384-02
WG288251
'
1,1-Dichloroethane
mg/kg
0.179
0.170
2.80
5.42
20
16
62.4
71.6
L280384-02
L280384-02
WG288251
WG288251
1,1-Dichloroethene
111-Dichloropropene
mg/kg
mg/kg
0.185
0.175
0.176
0.165
4.95
20
74.1
L280384-02
WG288251
112,3-Trichlorobenzene
mg/kg
0.214
0.205
5.42
4.18
21
23
69.8
85.6
L280384-02
L280384-02
WG288251
WG288251
1,2,3-Trichloropropane
1,2,3-Trimethylbenzene
mg/kg
mg/kg
0.225
0.179
0.220
0.175
2.20
16
90.1
L280384-02
WG288251
1,2,4-Trichlorobenzene
mg/kg
0.218
0.214
2.20
1.45
14
24
71.6
87.0
L280384-02
WG288251
1,2,4-Trimethylbenzene
1,2-Dibromo-3-Chloropropane
mg/kg
0.210
0.205
2.55
23
84.0
L280384-02
L280384-02
WG288251
WG288251
1,2-Dibromoethane
mg/kg
mg/kg
0.237
0.221
0.228
0.223
4.00
1.06
24
16
94.9
L280384-02
NG288251
1,2-Dichlorobenzene
1,2-Dichloroethane
mg/kg
0.200
0.197
1.51
19
88.3
80.1
L280384-02
L280384-02
WG286251
WG288251
'
1,2-Dichloropropane
mg/kg
mg/kg
0.183
0.208
0.179
0.200
2.15
3.92
14
16
73.2
83.2
L280384-02
WG288251
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
mg/kg
0.206
0.201
2.03
19
82.2
L280384-02
L280384-02
WG288251
WG288251
1,3-Dichloropropane
mg/kg
mg/kg
0.221
0.216
0.217
0.211
1.87
2.67
18
16
88.4
$6.5
L280384-02
WG288251
'
1,4-Dichlorobenzene
2,2-Dichloropropane
mg/kg
0.189
0.186
2.00
IB
75.8
L280384-02
L280384-02
WG288251
WG288251
mg/kg
0.190
0.179
6.11
18
76.1
L280384-02
WG288251
Page
32 of
36

L
ENVIRONMENTAL
SCIENCE 'CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
2-Butanone (MEK)
Quality Assurance Report
Level II
L280384
mg/kq 0.968 0.995 2.84
21
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(-80 Ise -sere
1-800-767-5859
Fax (615) I5e-5e59
Tax I.D. 62-0814299
Est. 1970
February 26, 2007
77.4 L280384-02 WG288251
Matrix Spike Duplicate
Analyte
Units
MSD Res
Ref Res
RPD
Limit
%Rec
Ref Samp
Batch
2-Chloroethyl vinyl ether
mg/kg
0.376
0.424
12.2
13
30.0
L280384-02
WG288251
2-Chlorotoluene
mg/kg
0.200
0.192
3.81
20
80.0
L260384-02
WG288251
4-Chlorotoluene
mg/kg
0.203
0.197
2.86
19
81.1
L280384-02
WG288251
4-Methyl-2-pentanone (MIBK)
mg/kg
1.06
1.08
1.94
20
84.5
L280384-02
WG288251
Acetone
mg/kg
0.853
0.887
3.89
23
68.3
L280384-02
WG288251
Acrylonitrile
mg/kg
0.995
1.03
3.80
20
79.6
L280384-02
WG288251
Benzene
mg/kg
0.184
0.175
4.69
15
73.5
L280384-02
WG288251
Bromobenzene
mg/kg
0.195
0.192
1.82
19
78.1
L280384-02
WG288251
Bromodichloromethane
mg/kg
0.200
0.196
2.10
15
80.1
L280384-02
WG288251
Bromoform
Bromomethane
mg/kg
mg/kg
0.259
0.156
0.251
0.216
3.10
32.4
21
30
103.
62.3
L280384-02
L280384-02
WG288251
WG288251
Carbon tetrachloride
mg/kg
0.184
0.171
7.57
22
73.6
L280384-02
WG288251
Chlorobenzene
Chlorodibromomethane
mg/kg
mg/kg
0.226
0.240
0.217
0.229
4.08
4.66
22
17
90.3
96.0
L280384-02
L280364-02
WG288251
WG288251
Chloroethane
Chloroform
mg/kg
0.127
0.193
40.9
28
51.0
L280384-02
WG288251
Chloromethane
mg/kg
mg/kg
0.181
0.0985
0.175
0.146
3.13
39.0
14
19
72.3
39.4
L280384-02
L280384-02
WG288251
WG288251
cis-1,2-Dichloroethene
mg/kg
0.196
0.188
3.83
12
78.2
L280384-02
WG288251
cis-1,3-Dichloropropene
mg/kg
0.213
0.207
2.94
16
85.2
L280384-02
WG288251
Di -isopropyl ether
mg/kg
0.188
0.181
3.59
20
75.2
L280384-02
WG288251
Dibromomethane
mg/kg
0.204
0.206
0.870
16
81.5
L280384-02
WG288251
Dichlorodifluoromethane
mg/kg
0.117
0.172
38.3
22
46.8
L280384-02
WG288251
Ethylbenzene
mg/kg
•0.220
0.208
5.57
20
88.0
L280384-02
WG288251
Hexachlorobutadiene
mg/kg
0.195
0.187
4.11
22
.78.1
L280384-02
WG288251
Isopropylbenzene
mg/kg
0.206
0.200
2.93
20
82.5
L280384-02
WG288251
Methyl tert-butyl ether
mg/kg
0.185
0.183
1.03
13
73.9
L280384-02
WG268251
Methylene Chloride
mg/kg
0.195
0.190
2.84
16
78.0
L280384-02
WG288251
n-Butylbenzene
mg/kg
0.165
0.162
1.89
22
65.9
L280384-02
WG288251
n-Propylbenzene
mg/kg
0.193
0.187
3.15
19
77.1
L280384-02
WG288251
Naphthalene
mg/kg
0.214
0.207
3.02
22
85.5
L280364-02
WG288251
p-Isopropyltoluene
mg/kg
0.207
0.203
2.04
21
82.7
L280384-02
WG288251
sec-Butylbenzene
mg/kg
0.197
0.193
2.12
21
78.7
L280384-02
WG288251
Styrene
mg/kg
0.229
0.218
4.95
23
91.6
L280384-02
WG288251
tert-Butylbenzene
mg/kg
0.213
0.207
2.79
21
85.1
L280384-02
WG288251
Tetrachloroethene
mg/kg
0.225
0.211
6.28
21
89.9
L280384-02
WG288251
Toluene
mg/kg
0.193
0.188
2.70
19
77.2
L280384-02
WG288251
trans-1,2-Dichloroethene
mg/kg
0.188
0.178
5.58
20
75.3
L280384-02
WG288251
trans-1,3-Dichloropropene
mg/kg
0.214
0.208
3.04
16
85.7
L280384-02
WG288251
Trichloroethene
mg/kg
0.194
0.184
5.09
18
77.6
L280384-02
WG288251
Trichlorofluoromethane
mg/kg
0.129
0.186
35.9
21
51.7
L280384-02
WG288251
vinyl chloride
mg/kg
0.105
0.165
43.9
24
42.2
L280384-02
WG288251
Xylenes, Total
mg/kg
0.657
0.625
5.09
19
87.6
L280384-02
WG288251
2-Chloroethyl vinyl ether
mg/l
2.37
2.34
1.31
18
94.4
L280733-13
WG288315
1,1,1,2-Tetrachloroethane
mg/kg
0.167
0.217
26.3
18
66.7
L260418-03
WG286408
1,1,1-Trichloroethane
mg/kg
0.222
0.234
4.99
17
89.0
L280418-03
WG288408
1,1,2,2-Tetrachloroethane
mg/kg
0.139
0.191
31.8
14
55.5
L280418-03
WG288408
1,1,2-Trichloroethane
mg/kg
0.212
0.239
12.1
19
84.7
L280418-03
WG288408
1,1,2-Trichloro-1,2,2-trifluoroethane
mg/kg
0.162
0.183
11.9
20
64.8
L260418-03
WG288408
1,1-Dichloroethane
mg/kg
0.200
0.186
7.01
16
79.9
L280418-03
WG288408
1,1-Dichloroethene
mg/kg
0.215
0.216
0.661
20
85.9
L280418-03
WG288408
1,1-Dichloroproppene
mg/kg
0.184
0.203
9.50
21
73.7
L260418-03
WG288409
1,2,3-Trichlorobenzene
1,2,3-Trichloropropane
mg/kg
mg/kg
0.0394
0.156
0.0606
0.206
42.3
27.7
23
16
15.8
62.2_
L280418-03
L280418-03
WG288408
WG288408
1,2,3-Trimethylbenzene
mg/kg
0.0558
0.132
81.1
14
22.3
L280418-03
WG288408
1,2,4-Trichlorobenzene
mg/kg
0.0433
0.0660
41.4
24
17.3
L280418-03
WG288408
1,2,4-Trimethylbenzene
mg/kg
0.0188
0.0963
135.
23
7.53
L280418-03
WG288408
1,2-Dibromo-3-Chloropropane
mg/kg
0.207
0.207
0.329
24
82.7
L280418-03
WG288408
Page 33 of 36

ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
1,2-Dibromoethane
-
Quality Assurance Report
Level II
L280384
mq/kq 0.196 0.220 11.5
16
12065 Lebanon Rd.
Mt. Juliet, TN 37122
[phone]
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26, 2007
78.5 L280418 03 WG288408
Analyte
Matrix Spike Duplicate
Units
MSD Res
Ref Res
RPD
Limit %Rec
Ref Samp
Batch
1,2-Dichlorobenzene
1,2-Dichloroethane
mg/kg
0.116
0.144
21.4
19
46.6
L280418-03
WG288408
1,2-Dichloroppropane
mg/kg
mg/kg
0.257
0.195
0.252
0.215
1.86
9.56
14
16
103.
78.2
L280418-03
L280418-03
WG288408
1,3,5-Trimethylbenzene
1,3-Dichlorobenzene
mg/kg
mg/kg
0.0315
0.0622
0.114
0.113
114.
58.1
19
12.6
L280418-03
WG288408
WG288408
1,3-Dichloropropane
1,4-Dichlorobenzene
mg/kg
0.197
0.228
14.4
18
16
24.9
78.9
L280418-03
L280418-03
WG288408
WG288408
2,2-Dichloropropane
mg/kg
mg/kg
0.127
0.218
0.141
0.153
10.1
35.2
18
18
50.9
87.3
L280418-03
WG288408
2-Butanone (MEK)
2-Chloroethyl vinyl ether
mg/kg
0.915
0.976
6.41
21
73.2
L280418-03
L280418-03
WG288408
WG288408
2-Chlorotoluene
mg/kg
mg/kg
0.857
0.0689
. 1.06
0.133
21.5
63.7
13
20
68.5
L280418-03
WG288408
4-Chlorotoluene
4-Methyl-2-pentanone (MIBK)
mg/kg
mg/kg
0.0735
0.563
0.132
57.0
19
27.6
29.4
L280418-03
L280418-03
WG288408
WG288408
Acetone
Acrylonitrile
mg/kg
1.09
0.927
1.05
48.9
4.41
20
23
45.0
87.5
L280418-03
L280418-03
WG288408
WG288408
Benzene
mg/kg
mg/kg
0.729
0.208
0.941
0.210
25.4
1.31
20
15
58.3
L280418-03
WG288408
Bromobenzene
Bromodichloromethane
mg/kg
0.0950
0.153
46.7
19
83.0
38.0
L280418-03
L280418-03
WG288408
WG288408
Bromoform
mg/kg
mg/kg
0.214
0.142
0.246
0.194
13.7
31.2
15
21
85.6
L280418-03
WG288408
Bromomethane
Carbon tetrachloride
mg/kg
mg/kg
0.234
0.192
0.266
0.221
12.7
30
56.7
93.8
L280418-03
L280418-03
WG288408
WG288408
Chlorobenzene
mg/kg
0.139
0.182
14.3
26.5
22
22
76.6
55.7
L280418-03
WG288408
Chlorodibromomethane
Chloroethane
mg/kg
0.201
0.245
19.5
17
80.5
L280418-03
L280418-03
WG288408
WG288408
Chloroform
mg/kg
mg/kg
0.191
0.232
0.177
0.225
7.62
3.16
28
14
76.3
L280418-03
WG288408
Chloromethane
cis-1,2-Dichloroethene
mg/kg
0.269
0.246
8.91
19
92.9
107.
L280418-03
L280418-03
WG288408
WG288408
cis-1,3-Dichloropropene
mg/kg
mg/kg
0.237
0.181
0.227
0.218
3.96
18.4
12
94.6
L280418-03
WG288408
Di -isopropyl ether
Dibromomethane
mg/kg
0.260
0.239
8.08
16
20
72.4
104.
L280418-03
L280418-03
WG288408
WG288408
Dichlorodifluoromethane
mg/kg
mg/kg
0.196
0.247
0.229
0.238
15.5
3.86
16
22
78.6
L280418-03
WG288408
Ethylbenzene
Hexachlorobutadiene
mg/kg
0.0985
0.165
50.3
20
98.8
39.4
L280418-03
L280418-03
WG288408
WG288408
Isopropylbenzene
mg/kg
mg/kg
0.0318
0.0674
0.0440
0.138
32.0
69.0
22
20-
12.7
27.0
L280418-03
WG288408
Methyl tert-butyl ether
Methylene Chloride
mg/kg
0.278
0.242
13.9
13
Ill.
L280418-03
L280418-03
WG288408
WG288408
n-Butylbenzene
mg/kg
mg/kg
0.270
0.0512
0.243
0.0828
10.8
47.2
16
22
96.9.
L280418-03
WG288408
n-Propylbenzene
Naphthalene
mg/kg
0.0608
0.120
65.3
19
20.5
24.3
L280418-03
L280418-03
WG288408
WG288408
p-Isopropyltoluene
mg/kg
mg/kg
0.0231
0.0242
0.0669
0.0791
97.4
106.
22
21
9.23
9.67
L280418-03
WG288408
sec-Butylbenzene
Styrene
mg/kg
0.0409
0.0944
79.1
21
16.4
L280418-03
L280418-03
WG288408
WG288408
tert-Butylbenzene
mg/kg
mg/kg
0.0817
0.0534
0.146
0.114
56.5
72.4
23
21
32.7
L280418-03
WG288408
Tetrachloroethene
Toluene
mg/kg
0.107
0.161
40.0
21
21.3
43.0
L280418-03
L280418-03
WG288408
WG288408
trans-1,2-Dichloroethene
mg/kg
mg/kg
0.141
0.226
0.184
0.219
26.8
3.38
19
56.4
L280418-03
WG288408
trans-1,3-Dichloropropene
Trichloroethene
mg/kg
0.183
0.227
21.8
20
16
90.4
73.0
L280418-03
L280418-03
WG288408
WG288408
Trichlorofluoromethane
mg/kg
mg/kg
0.178
0.210
0.213
0.223
18.0
6.09
18
71.2
L280418-03
WG288408
Vinyl chloride
Xylenes, Total
mg/kg
0.259
0.244
6.15
21
24
84.1
104.
L280418-03
L280418-03
WG288408
WG288408
mg/kg
0.219
0.457
70.3
16
29.3
L280418-03
VIG288408
Batch number /Run number / Sample number cross reference
W0287387: R307297: L260384-01
W0287367: R307410: L280384-01
WG287503: R307497: L280384-02 03
WG287734: R307616: L280384-04 05
Page 34 of 36

ENVIRONMENTAL
SCIENCE CORP.
Solutions-IES
Ms. Walt Beckwith
1101 Nowell Road
Raleigh, NC 27607
WG2B7608: R307644: L280384-01
WG287860: R307746: L280384-04 05
WG287659: R307866: L280384-01
WG288164: R307922: L280384-01
WG288251: R308103: L280384-02
WG288408: R308118: L280384-03
WG288375: R308232: L280384-01
Quality Assurance Report
Level II
L280384
* Calculations are performed prior to rounding of reported values
Page 35 of 36
22065 Lebanon Rd.
Mt. Juliet, TM 37122
[phone]
1-600-767-5859
Fax [phone]
Tax I.D. 62-0814289
Est. 1970
February 26, 2007

1
ENVIRONMENTAL
SCIENCE CORP.
12065 Lebanon Rd.
Mt. Juliet, TN 37122
(6151 758-5858
1-800-767-5859
Fax [phone]
Tax I.D. 62-0814289
Solutions-IES Est. 1970
Ms. Walt Beckwith
1101 Nowell Road Quality Assurance Report
Raleigh, NC 27607 Level II February 26, 2007
L280384
The data package includes a summary of the analytic results of the quality
control samples required by the SW-846 or CWA methods. The quality control
samples include a method blank, a laboratory control sample, and the matrix
spike/matrix spike duplicate analysis. If a target parameter is outside
the method limits, every sample that is effected is flagged with the
appropriate qualifier in Appendix B of the analytic report.
Method Blank - an aliquot of reagent water carried through the
entire analytic process. The method blank results indicate if
any possible contamination exposure during the sample handling,
digestion or extraction process, and analysis. Concentrations of
target analytes above the reporting limit in the method blank are
qualified with the "B" qualifier.
Laboratory Control Sample - is a sample of known concentration
that is carried through the digestion/extraction and analysis
process. The percent recovery, expressed as a percentage of the
theoretical concentration, has statistical control limits
indicating that the analytic process is "in control". If a
target analyte is outside the control limits for the laboratory
control sample or any other control sample, the parameter is
flagged with a 11J4" qualifier for all effected samples.
Matrix Spike and Matrix Spike Duplicate - is two aliquots of an
environmental sample that is spiked with known concentrations of
target analytes. The percent recovery of the target analytes
also has statistical control limits. If any recoveries that are
outside the method control limits, the sample that was selected
for matrix spike/matrix spike duplicate analysis is flagged with
either a 11J5" or a "J611. The relative percent difference (%RPD)
between the matrix spike and the matrix spike duplicate
recoveries is all calculated. If the RPD is above the method
limit, the effected samples are flagged with a "J3" qualifier.
Page 36 of 36

�jc l Am' 1s —les
1101 N b W644, v
1?4(E_�-tC,k *7-7e,0-r
'
ARemate billing Information:
Chain of Custody
Page 1ofr
Prepared by:
� ENVIRONMENTAL
SCIENCE CORP.
12065 Lebanon Road
ML Julia, IN 37122
Phone[phone]
Phone [phone]
FAX [phone]
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phone: (j 1 q _ g 7 3 - /o 40
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7440, 003, A N 11.--
ESC Key:
:olleded by: , V), I71 tc�w 1'l.
Site/Facility IDW
P.O.V. `-� 5�
CoCode (lab use only)
Template/Prelogin
Shipped Via:
.'oilected by (signature):
tt
lacked on ice N y
Rush? (Lab MUST Be Notified)
Same Day ....... 2DO%
Next Day........ 100%
Two Day .........5096
Date Results Needed:
No.
of
Email? No Yes
FAX? No_,Yes
Sample ID
Comp/Grab
Matrix•
Depth
Date
Time
Gnus
RemwWContarntnant
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tear inqulshed by/ Signature)
telinquis d by: (Slgnahxe)
telinquished by: (Slgrw4w)
Date:
Time:
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Received by: (Signature)
Received by: (Signature),*
Samples rettx via: ❑ UPS
❑ FedEx ❑ Courier ❑
Condition: (lab use or y)
Date:
Time:
Temp:
Bottles Received:
Date:
Time:
Received for tab by: (Signature)
Date:
Time:
pH Checked:
NCF:

i i i i i i i i i i i i i i i i i i i
AMMMe � intbarrWM: (k /o►rs -DES
1 f o/ N d wEa L P-"
Chain page 1ai
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IZQCEIVK � lUC, 27�07
ENMonaNTAL
SCIENCE CORD,
Wolf S e ck w tfl—
Project W%ttkw i�' L. Sol v�to —)Q3
Description: pNf 1 BFDR-c.K ln1FGL6 oolectd $INGTo
Phone: Q 1 q - 87 3 -/oba gent Project #.. ESC Key;
FAX: 91 R — 873— ro i.¢ ?flv, 04A3, A M I L—
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12065 Lebanon Road
Mt Nick TN 37122
Phone (6I5) 758-5a5$ .
Phone [phone]
FAX (6I5) 759-5959
Collected by:
Site/FacFdy ID#.
Collected by (signattxe):
f
Packed on ice N
Rush? ( Lab MUST Be Notified)
Same Day ....... 20D%
Next Day. ....... 100%
TNw Day .........50% .
Date Results Needed;
No.
COCOA (tab use only)
Template/Prabgin
Shipped Via:
Emair? No Yes
FAX? Noyes
Sample ID
lac- TA IJ tc
ComPrGrob
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Grab
Matrix'
GIN
GW
Depth
"`
Date
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Remarks:
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Relinquished by: Signature)
Date:
—
Time:
. r • • •
Received by (Signettrne)
raiw
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L mt:r
/ .... ;,
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❑ FedEx ❑courier ❑
Conditlort: (lab `�Q only)
Reflnquis by: ( S ,,;.. ) `".,
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Reoehrod �`W
by. (
Date:
Time:
T o
Bottles Received:
*:,:4<•-
Relinquished by: (Sigre) .
Date:
Tkne:
R ecetved for tab by: (Signature)
Date:
Time:
pH Checked:
NCF: -74
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1
� I
� I
APPENDIX F
WASTE DISPOSAL MANIFESTS

I
i
NJS JOB # a,6
ROLL -OFF BOX # /
TRACTOR # ,
DRIVER SIGNATUR
NU -WAY INDUSTRIAL SERVICES, INC.
1741 Calks Ferry Road • Lexington, SC 29073
(803) 957-917S - Fax [phone]
30S South Main Street - Mauldin, SC 29662 - [phone]
NQ 06324
PICKUP INFORMATION
DELIVERY INFORMATION
—1
Date: / Time:
r �,q,,y,/�
�M
Date: Time: AM /PM
Shipper
me i; ca
to {-(' rd
Consignee
P/UCity-St. /'!/tr��hr'�'t7"17
//
1vG
Del.City - St.
Signature
, ow
4641
Signature
Empty ❑
Loaded
Box Dropped
11
#fl.�
J %'
Box Returned to:
Indicate below any damage done to
roll -off box by circling that portion on
the drawing below.
Condition of Tarp: t�
Condition of Bows: LO
No. Bows:
No. Straps:
TAILGATE LATCH ASSEA18Lr
UNCERSTRU:::VU A35EMUT SAND LA701 ASSIUM.T
I sR W ASSEMILT
Ul
{
SIDE ASSEMbLr
SD3 ASSEMBLY M1Np! l5S°MBLr
I 1 II
_ 1 ►1 II 11 � .I I ��
7A1L3A: E- AS S SMj�t.r

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PIEDMONT ENVIRONMENTAL
'UPPER
9650 OXFORD RD
Ticket:
36787's,
M0?4A1: 7;00-4:30 SAT, 7:00-12:00
Date:
V14/*7
PHONE: [phone]
Time In:
11:39:49
-
Time Out:
12:34:47
' -
Customer. 38495INUWAY INDUSTRIAL SCRViCIrS
Gross:
57840
lb In
Scale 1"
Truck: NU -WAY
Tarc:
359.40
lb Out '
Scale 1^
Net:
21900
lb
'
Carrier: NUWAY/NUWAY
NetTonc
lo.95
Truck Type: SIDE LOAD
Grid: GI 1 3A 7t5/Gl1 CELL M Profile: 70322/SOIL & ROCK CUTTINGS
j
' ELEVATION
Comment:
Ori in ' Materials & Services Quantity
--------------------=----------------------------------------------------------T---
Unit
i
�AMMANCFIALAMANCE COUNT' 100'/o of 0122/CONTAMINATED SOIL 10.95
Tons
?
r
I certify that I have not disposed
' of any liquid or hazardous waste
Driver w L
Deputy Weightnastp:

J
,flu' wQ
-
HON•HAZARDOUS 1. Gerteratpr ID Number 2 Pape / d 3 Ertneryany Rapaix Phone 4. Uled. TtacWrq Narrnbet
WASTE MANFEST i-1 LN5 873- 1040 78o T
`y •
6 Generabrtir Name end Malinp Address Genxabts Site Address Of d0ererd then mei'enp add=)
Ameal c OM M1601A INrIffENATJOUA `
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ZGO� 7txk�l� SR�'6T !~ Kri 1J5rpni
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RM&4,-,=76)u s PC- 21Zl S
Genereta'Phan:
^�
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8 Tnruportar 1 Company Now U.S. EPA 10 Number
NV -WAY JNDGS RJAL- '55BY1Ce:S 1Nc. S C
iw
7. Transporter 2 Canperrp Name U.S. EPA 0 Number
S. Desosrted Fadfly Name and Sbe Address U.S. EPA ID Number
>PPG-v- P1ELiMwwr-f-ANDriu-
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Fad H ea Phone.,
I ce
9a.
9b U.S DGT Desaiplan (rxdn>dng ProPs►lPPbO 6►anoetD ND�4idjt;
10. Canlehen
1t. Total
17- Udi
t
Quarrity
I RNd.
o
No.
Type
50I4- AJVV J2-oc1L C&TTIA&S N
wou,
pd Lei6ET/lvb
OFF
��
loan
Q¢STI)4�A'i'
4.
13. Special liandrxlp Inauc5ons end Adndidorul kdanvwm
It Gb17UlTOR'S C0111ACATION: lee" the narkds dasabed above on No mainless am riot cabled b Pedant roguW ane for rePWN popper d WOW Of 14=401Ut W=ta.
Generowsaerar'a Pdnroednfyped Name swab- MMM Day Year .
WA"t.Tme ' be=wtr-k Fat AM J p �
�
-v .;' c3 14 07
1L
16 lrttemetlorrl Shprtrertp11Impt to U.S ❑ Export from U.S. Port of ertylndt
t
T rEtr n on Dare lemy Us-
15. TmVortef Ad=wledya W o1 Reatat at Mawsk
Transported PrlmedTy Name S� _ Month Da Year
-�
g
/ d D
T Nme
Alardh pelr Year
17. Dlseepanq
17a. DiserWM bndbft Space ❑ Type ❑ Radmre ❑ Fd RajaiS.
Nailed Reference Number.
I
17b. r1"aenerata) I , r ��iJv O�ri% %(�. %(^�
_ — -_ -fir. U.S. EPA !D Nuykw
('
'
a
7S 7P
Sigtaturo c1 Allemafe Fadly (cr Gerl"br,, mom Dap Year
s
i1%
I& Dest nabd Fec>nty Omer or Operates, Cerfllca m d receipt of 41rafdl!!o met xiab cmied by the manft anioept as noted in Mm 17a
°++
PdmetYfyped Name Slpmhrre Month Day Year
'

i.
ApprovuI # _ 7o z
I
SPECIAL WASTE FILE CHECKLIST
' Special waste approval files should contain the following information:
Special Waste Pro ile/Renewal Certification
Generator Knowledge Form
Hard copy of Laboratory Analytical Data (or MSDS, etc.)
Special Waste Service Agreement
' Approval Decision Form with GM's signature
*SWADS (first load of new wastestream)
' *To be completed by Landfill
' if characterization is required, the analytical 'report of the waste must be submitted. The
report must contain the following:
' • The analytical data must be recorded and presented on the laboratory's official
letterhead or stationary.
• The analytical report must be signed and dated by an official of the laboratory.
' • The method detection limits are to be listed on the analytical data sheet.
• The analytical report must state the name of the customer or generator requesting the
disposal and a clear description (i.e. sewage sludge, soil; foundry sand, etc.) of the
sample.
• Chain of Custody
• Any QAIQC data necessary to support laboratory testing is to be included in the
' report.

111111 MA
Special Waste Management Decision
' 1. Decision Request: 0 Initial ❑ Renewal ❑Amendment
' Management Facility: Upper Piedmont Environmental Landfill
Intermediate Transfer Facility: NA
' Generator Name: American Media International Bi1Wig Name: Nuvvay Industrial Services, Inc.
Address: 2609 Tucker Street Extension Address: 1741 Calks Ferry Rd, Lexington, SC 29073
Burlington, NC 27215 Consultant Name: NA
' Contact: Wait Beckwith Consultant Phone: NA
Phone: [phone] Transporter Name: Nu-vvay industrial Services, Inc.
Site Location: Same Transporter Phone: [phone]
Waste Name: Soil & Rock Cuttings with Poly Material - analytical attached
Estimated Quantity: 16 tons/]x
MR
H. Special Waste Manager Decision: ®Approved ODisapproved
' If disapproved, Explain:
' ManagementMethod(s): ®Landfill ❑ Solidification ❑ Bioremediation [j Other:
' Precautions, Conditions or Manifest each load
Limitations on approval No free liquids
' Approval Humber: 70322 Decision Expiration Date: 3131/2008
' Attached Document(s): ❑None ❑ MSDS ®Certified Analytical Report [gMemo/Letter
®Process Knowledge
' Special Waste Mgr, Signature: ti. Name (print): Joyce Dishmon
Date:3/612007 �t
U Facility Operations Acknowledge: ❑Approved ❑Disapproved
State any additional Precautions,
' Conditions or Limitations on By signing below, the GM agrees that a fully executed Special Waste Service Agreement
Approval is on file for this profile and that the special waste file is complete.
Facility Manager Signature: Name (print): Steve Nichting
' Date: _
IForm SIA103

r HN-L1b-dMY 1b:IS
'
P.03/04
REPI IL
fJfnte t7.r C/�tr
Approvol*tutlL t:
SERVICES, I1vC,
'
SPECIAL WASTE
PROFILE
Information utilized for cumplcttua of this form mutt origibute t ern Ar outborized-reprGcantziive of the generator of the waste material.
'Ihe info:smadtnt un tft:e futm must be COMPLMT LFCIBLF, and the form mwr be 11ON21).
A. GENERATOR MORMAT(ON
B..CUSTOM>r"JILLM1NTOMMATION
1. Generator Name: Amc6czo Many intomationA
1. • Bi1bgg Ni%wc: Nuwar lttdustria! SerYtees lne.
Z Address: 26D9 T=kcr Sore ,Extcmion
.2. A4drar: 1741 Calla Ferry Rodd:
SurhnRton County: Aiammcc
City: Lexington Cowry; Lexington
'4ity.
5We: NC Zip: 2721S•
Suter: SC Zip: 29073
3. Site Locatjoa (I(diffcrcnQ: Same
3. Contact Nrme: Mike -McClung
4. Phone Number: 903/957-9175 __....
4. Contact Name: Wa11eekwith, P.G. (Satutipnt.iFS)"
5. Fax Number. St13/8924225
S. Phone NutoW. 919/1173.1060
6. Is there •'Irrvice ageeement on file I .. YES N0
6. Fax Number: 9N973•1074
C. TgANSPORTER INFORMAInON
D. AGE.V2/CONSUL3ANT INBORMATION
I Name: _Noway )xdustriW Services Im.
I . Name: NIA
?. Street Addmss: 1913 Brentwood 5tiect
1. Strut Addr=6:
City: high Point State: NC. 'Lip: 27260
(:ity: 5:ate: Zip;
3. Pone Nurnba: 33613 2-t000
3. Phooc Number.
4. Fax Number: 33W32.$T1
4. Fax Number.
5. Cantata NAM4: Mike McClung
5. Contact Name:
'
6. It there, t-atter dwr 4utha►;zztinn 6A file? ri YES ❑ NO
Z. WAST& STREAM INF.OIAMATTON
I. Cuuuttua Nana• of Write:
2, Dd:,ilcJDctcriptionot'Proce+s:
installation
3. Physical scum X170°r ® Solid ❑ Semi -Solid ff Ciquid P{ wJtr 0 Other i
4. Odra- ®None- ❑ MUd Q Significuit: (dcacribc)
5. Color. GrayBrnwn 6. ltishPoitx: V/g,',F 'C
7. A=cdYc.- ONO OYES with L fi8'Rarigc: • NIA 9.• Hear Genaratissp Wa.7c ONO ❑ YES
I D. Flee Lk W4: ®NO OM 1). w&tCi CanLM1: ; (t,_5 % by water
12, Doer t11e waste: contain rvRooetive or U.S.O.O.T. htt7Ardtnu.imatcrNj..x. pC9's: ar asbestos? ,®NO ❑ YF.S
13, Docf the wane coulda tuy etiological Agents nr unurated med)cal W4stt:7 •®.NO 0 YES
14. It the waste proposed for maastcment to hvvdow wasic as d4* by Fctlantl or -Mate regulatioas't ONO ❑ YFS
• F. STiEJ?�.F2.ki£rf7'Af.:IN�'QRMATt(3bi
1. Attached Docutttatt(s): ❑ Nano [IMSDs • ®Ce itUd Aniblieai'Jteppri QMemo/Letw ❑ Process Knm1edge
2 ?F rrtal tial tiara is avacbal, u Lhs Baia derived fray testiara repo arntative sgrople in nccordaucc with 40 CFR 261 and/or other ttpplieJtbic
laws') MYBS ONO
G. S1111PFkS(;.1N;F0PMATI0N
1. PacksginF: 0 Sulk SoUds ❑ Hulk Liyuidf ❑ Dm.n s'CK ltoit-OtT•. Q Dump Truck ❑ Tank Ttvck-
2, Estirnased Yoluim; 16 ® Tcnx Q CubFc Yards ❑ Dturtss Q Crllupy Q Otltet:
3. Shipping Frequency: one load , per ® Ono T my ❑ Month ❑ Yea►: ❑ Other.
4. l7ciibrnaeed La:sdtlll(s): -UpperPledtnoet Landfill
5 O' oral M 16uxl• ®LssttifiilM S •1'sl' f t' S'
tap a a � t tt a sun• torrrtttodtAti m Other.
H, t e;;entot'a Cstti$ratioe siakencd:
111ccrby eeniry uto lbe above Ind Ruched information is compiccc and biwanite to tliebesl of aiy ability, that eo deliberate information was
omitted, that aA blown and xuspeeiod hazudis live boat ditteluscd, and that die wise it not s rcgdtt tted htuArdodts w«.de by gcJverntnentor fora;
authority, and does act conuln PGB's tetuland byTSCA err any other regubtnryaulhinjly, ff 1ny of the above infnmsstinn changes. l .vac ud
notify Republic Services psior to offer(ng the wute•for Wipmcni ns mmnspnient.
1, Walt Beckwith. P.0 (NA'+1>i PLBASA PRP,VT) om c.mployat by
tnlutitsns iES (C:OMPAIVY NA.kfB) and am authorited to sac+ thin request for
Actin�rs agent trn br haU of AM rican Medic fatemdonal
❑other:
' COMPANY NAME: Solutions 1EJ PRIS"I'iDNAMB: welt Beckwith P.G:
DATE' 3106101 SIG140.TU9F
Fonn Sw01 (2003)

OfIict We Only
;ue`h?1!LG ES; #]Yt.: Approval Number:
E.cpiration Date:
' SPECIAL WASTE PROFILE
Information utilized for completion of this form must originate from an authorized representative of the generator of the waste material.
The information on this form must be COMPLETE, LEGIBLE, and the form must be SIGNED.
A. GENERATOR INFORMATION
1. Generator Name: American Media International
2. Address: 2609 Tucker Street Extension
City: _Burlington
County: Alamance
State: NC
Zip: 27215
3. Site Location (if different):
Same
4. Contact Name:
Walt Beckwith, P.G. (Solutions-1ES)
5. Phone Number.
919/873-1060
6. Fax Number:
919/873.1074
C. TRANSPORTER
INFORMATION
1. Name: Noway Industrial Services Inc.
2. Street Address:
1915 Brentwood Street
City: Fligh Point State: NC Zip: 27260
3. Phone Number.
3361882-8000
4. Fax Number:
3361882-8001
5. Contact Name: _
Mike McClung
B. CUSTOMERIBILLING INFORMATION
1. Billing Name: _Nuwa, y Industrial Services Inc.
2. Address: 1741 Calks Ferry Road
City: Lexington County: _Lexington
State: SC Zip: 29073
3. Contact Name: Mike McClung
4. Phone Number. 8031957-9175
5. Fax Number. 8031892-1225
6. Is there a service agreement on file? &YES C1 NO
D. AGENT/CONSULTANT INFORMATION
1. Name: NIA
2. Street Address:
City: State: Zip:
3. Phone Number:
4. Fax Number.
5. Contact Name:
6. Is there a Letter of Authorization on file? 0 YES 0 NO
E. WASTE STREAM INFORMATION
1. Common Name of Waste: _ Soil and Rock Cuttings with poly material
2. Detailed Description of Process: Material generated during soil sampling and/or well installation
' 3. Physical State at 70'F ® Solid 0 Semi•Sobd ❑ Liquid ❑ Powder ❑ Other
4. Odor. ® None ❑ Mild ❑ Significant: (describe)
5. Color: Gray Brown 6. Flash Point: IA ° F ° C
7. Reactive: ED NO ❑ YFS with S. pH Range: NIA 9. Heat Generating
Waste [X]NO [3 YES
' 10. Free Liquid: ® NO ❑ YES 11. Water Content: 0_5 % by water
12, Does the waste contain radioactive or U.S.D.O.T. hazardous materials, PCBs, or asbestos? ONO j] YES
13. Does the waste contain any etiological agents or untreated medical waste? ® NO ❑ YES
14, Is the waste proposed for management a hazardous waste as defined by Federal or State regulations? ® NO ❑ YES
F. SUPPLEMENTAL INFORMATION
1. Attached Document(s): ❑ None ❑ MSDS ®Certified Analytical Repots OMemo/Lettes ❑ Process Knowledge
2. If analytical data is attached, is the data derived from testing a representative sample in accordance with 40 CFR 261 and/or other applicable
lnws? EYES ❑ NO
G. SHIPPING INFORMATION
1. Packaging: ® Bulk Solids ❑ Bulk Liquids ❑ Drums E Roll -Off ❑ Dump Trick ❑ Tank Truck ❑Other.
2. Estimated Volume: 16 ® Tons ❑ Cubic Yards ❑ Drums ❑ Gallons ❑ Other:
3. Shipping Frequency: one load per 0 One Tune ❑ Month ❑ Year ❑ Other:
4. Designated Landfiilf(s): Upper Piedmont Landfill
' S. Disposal Method: ® Landfill ❑ Solidification 0 Bioremediation Other.
H. Generator's Certification Statement:
I hereby certify that the above and attached information is complete and accurate to the best of my ability, that no deliberate information was
otnined, that all known and suspected hazards have been disclosed, and that the waste is not a regulated hazardous waste by government or local
' authority, and does not containPCB's regulated by TSCA or any other regulatory authority. If any of the above information changes, I agree to
notify Republic Services prior to offering the waste for shipment or management.
I, WaltBeckwith. P.G.
Solutions IES
_Acting as agent on behalf of American Media International
COMPANY NAME: Solutions IES
DATE 3/06107
Form SW01 (2003)
(NAME, PLEASE PRIN ) am employed by
(COMPANY NAME) and am authorized to sign this request for
PRINTED NAME: Walt Beckwith, P.G.
SIGNATURE:

N4
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NU -WAY INDUSTRIAL SERVICES, INC.
1174T Calks Ferry Road - Lexington, SC 29073 30S South Main Street • Mauldin, SC 29662
[phone] - Fax (803) B92.122S [phone]
'SHIA�R t �, 1 Z� C A Ot L�► LOAZ:Xt�Rl.t -.tom
CON JIG *NEE DESTI TION ;
W W T jj�¢¢�
TRACTOR NO. TRAILER NO. • BOX NO.
E:&a-
cc�n►r;n mADING COMMODITY UNR 1tw•0F QUANfrY
qNo• "pv�tp .TRv�K . LOADING IN 'Ob� M•
TIME
OUTJa3o M. AU.THO
.� .
-••- DETENTION RECORD
6
LINE DhVG IN �% :Df� M.
TIME . OUT, ' i lJr—IN. A O 1 1
Iq
f3" GOVERNED BYTARIFFS
CARRIER AND/OR 95 A
—LOADING DEMURRAGE
.-• EXPLAIN TIME SPENT ._ --- _
RECEWED'THE ABOVE DESCRIBED
ICOANDM .E;,T AS NOTED.
i./ti/1�/'/V� F1RI�
1
—UNLOADING DEMURRAGE BY
NO.
NO.
b I Z ci
ISSUED BY THE
Dµ '

AoAP f f
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NON4IAZARDOUS : ,
WASTE MANIFEST;
1. Generenr ID Number
2 Pape 1 of
t
3'Emerpaxy Rarbn:e Phase
(9!9) 73-toGa
4. WabTraddng Number
Oio 750
.
i
S. GeneraWs Name and Ma&V Addrasi' Generanes Site Address (d werant tw ma v addremaj.
AMSR I CAf4 t ►A-44 Ar' .t N'rQ lZ N AT tON A c.
'�:
2409 Tvc1cE� -&►TEST
�5w11r.bTnlJ a.►yG �7Z (S~ �3Cs�?�� "JAK .TONES
& Treraportsr 1 Canpny Name ti
U.S EPA ID Number
FSc�-�vA�t' rND�sj�tA1. '�1zUjc�'.
Sca 9BT59t333 t
7. Tranportar 2 Corrp M Noma
U.S. EPA 10 Number
8. Dedgrrbd Fusty Name and SIDa wma
U.S EPA ID Number
4
BAST 6uALIN6ToN' ;vA%M WATEQ, 7WAr&wA►7' PLANE'
,
77!!�- $TONE 4wiz•i ;LD
acHAPhAri•t'oht, NC C33G� r79 *'o5/S' •txT Il C4ArArr�'E bus
F s Phone:
9e
9b, tt9 DOTDeeu tlon r �JPPIr9 Name +IpC�{ y
t'
10. Cor iB n
11: Total
12llrit
�G tk It t
>!
No.
Type
.'
S a't�4ytD(
Gummy
WLftL
Tqo4
F !:�.?%
¢
1'�oUA+D�'RTt,R. "REMJVED, fi�Q� fjC—DRo�crC �tJ6C[S
�
�
.,
•
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GAL
'
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.
;•
4.
13. Spedd NancEng Irwhaons mid Adis wW wumWon '
�tAyiMuM �tSCryAQ61�rj�Ooo 6A6,1� �
I14.
GENERATOR'S CERTIF1CATM: I eertty the materials desaibW above on fib mmn7em are not subject 10 federal reguk:ions for reporting proper dbpoal d Har;frdous Waft
GeneraldrslOCerors PritWyped Nzrns Slgnabaa
Alorrdr Da
Year
'
kArarc• -B6cra m*: Fog A m t
103 11
107
I
15. Inismetohal
Impart to US. ❑ Etpat hm* u.$. Porto ertffylex2l.•
'
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'Shlpm"
T rmr a Data k2ft U.S:
¢
16, harupoMr Adorowledgrrsrnt d RecsQt d Matedele
Trerxpo t Prntsdlfypsd SfRraUre
Montt Day
Year
:
03 /G. •1
v -p
Transporter 7.Pdn yped Name soul-,
Maras Day
• Year
t 7a, Dleuspancy tnelcetlon Bpeoa 0 Ouurtl}y ❑Typo ❑ Ruld,a
0 Psrdal Re(ectlan.
❑Full Rejectlort
' manveest Reference Nunter.
17b. A3arrats F&AT (orGeneraW
U.S. EPA ID Number
+,
Fsd a Plrone:
)
,
W
17r. S021ura d At woe FscRy Ice Gatsretoc)
Month Day
Year
:.
f c�
18. DeAralsd Faddy Omer or Opastor. Cartftabon of recdpt of tftw mftiab covered by the mnhd saoapt as Item 17,
Prrraaryped

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NU -WAY INDUSTRIAL SERVICES, INC.
L41 Galks Ferry Lexington,
Road - SC 29073 305 South
Main Street - Mauldin, SC
29662
[phone] • Fax [phone]S
[phone]
SH PPER
GA 1.t j
LO ING CITY/STATE
C.
MA IFEST NO
COr� SIGpt�E
t. kS�RLi W
DE ATION
o,.sW
TRACTOR NO.
TRAILER NO.
BOX NO.
DATE SHIPPED
03. .o-4
51-32
P72(o
_ _
LOAD NO.
O I e
412-6
CCkM nrl.
ukDiMC
ruuo►
commoDiTY
U)qn
QUANrTY
WAXER,AL
5
QUANTITY
Gross
Tere
Net
Tons
j GOVERNED BY TARIFFS 619D CLASSIFICATIONS ISSUED BY THE
LOADING IN . 3 (3 M. CARRIER AND/ R ITSPER NTs
TIME OUT ;! M. RIZATION —LOADING DEMURRAGE - ale—, SHIPPER
CARRIER
— YDETENTION RECORD EXPLAIN TIME SPENT_.».._ ._
RECEIVED THE ABOVE DESCRIBED PROPERTY IN G OD
A04K =::LACONDITION EXCEPT AS NOTED. `.
UNLOADING IN�t%; Sty M. FIRM )
TIME 0U�/p.35� M. AUTHOR TION—UNLOADING DEMURRAGE 1.yyAAAJ'-�-evL'1Ak f ACLI

n
l0pD z
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NON4i= 000S'
1. Generator 10 Number
2 Pate 1 d
3. Emergency Phone
4. WasI Tocklap Numbw
WASTEMANIFEST
1j
�`� M) —473 -14b a
�0750
_
fs GeneName and Maine Address
Amersemd AMP& IA TLcrN AT! • h R Generatota Sne Address (d dllerent teen rtc97rrp iddrees)
gaig-illcmr- -'WTJeT C--*rw ►!%16Ay .
is
ce�er iPf ?�IJ r 1dG 2 7Z 15 �331m, 22g - SS54- -SA' S -lomes.
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fI Trartiparror 1 Catpany Name
US. EPA ro Nlurber
-
Nv-iVA`� 1ltDc�1�� pU tit SGD -9975
7. Tranepo W 2 Company Name
. U.S. EPA ID Number
B. OesOuW Foaq Name grid 6Tk Addreia U.S. EPA ro Number
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Ob. U.S I70T Deaclpt m OMod n Proper Shlppkrp Nambkaadxti Drlgt(WX
to Comamara
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12 thdl
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No.
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14. QENERATOR'b CERTFICAT ON: ! urtdjr to melarhh 0eserbed abort an bla auNfeet an not aut$ee! b radaral rap�tlar hv!ePoA'p DroDer dk{+aaal of Flatardow Wawa,
OenradoYSMror'a M tedRyped Nim S�ttuR mwm Day Year'
{tilAc;ir�- $EcKwYrH -
,�c1a[A.�.1�/ .1f
.+
15 kdemieaarril'Shiparenh
❑ Mr{rat m U S a a►=rort kom us. Port of ftyo*
T
s
rwSI ate U.S-,
YQrrarxpo*AekrawkdgrnerdofPaoa'p dUshiMs
t
Transporter 1 Pmwv yped Nano
9>2naNn/ Martttl Day Yeer
11
—/
Transporter' 2 PrtnMd/ yW Name, Ngramro [,bnth Day
•
1T. 0""eaapeafry •
17a. Deaeparcy Ir+dcaton Spate ❑ iype ❑ Residue ❑ Parfal Noc dm ❑ Fa Re(ectbn
Mantleat Reference Ncarber
17b. ABamate Fa*y (or Gwerabr}
U.S. EPA ID thrmber
FacirO Pbana -
i W
17c SVon d Ahffmle Faelly (or Gonemb)•
Mmth Day Yearii
rt
2
•
y '
18 DesiVWW Fsally Osrrrer or Operator, CertllrOon of mdpl d Llaeft nreaeriab comet b/the man%eYr as rotad In beat 17a
'
PrYrle WMd Name .' 99retirol Ma lh Day Year °
.?V.+Jj. or .
•
s

NUMAY INDUSTRIAL SERVICES, INC.
�1741
Calks Ferry Road • Lexington, SC 29073
305 South Main Street • Mauldin, SC 29662
(803) 9S7.9175 • Fax [phone]
[phone]
SHIXER ;
6 i
LO ING CITY/STATE
CO IGr E
. )S W W 'C
+�
DE514ATION
U L
TRACTOR NO,
TRAILER NO.
BOX NO.
S 132
N lA
Ciiw• NO.
IMUIN(�
ttruOF
COMMODITY
UNIT
QUANRY
ISL'—
DATE SHIPPED
0,3. O. O
LOAD NO.
A L CZ. Q00 QUANTITY
*� Gross
1 ovetiA: VIAplbUL Tere
UI-NS"0 — OFF Uc-& Net
Tons
Rt'TiJ i
GOVERNED BY TARIFFS AND CLASSIFICATIONS ISSUED BY THE
LOADING INO-4:30 M. L NIsT O SW' CARRI ER AND/OR ITS AGENTS
TIME OUTID . � M. AUTHORIZATION —LOADING DEMURRAGE SHIPER i- PPER
E i
AFF-9 7—
CARRIER
-------------- _....„......DETENTION RECORD „_......__. EXP I TIME SPENT._......„_..... PER
RECEIVED THE ABOVE DESCRIBED PROPERTY 1 OD
CONDITION EXCEPT AS NOTED.
UNLOADING IN j!; OO M.
TIME OUT/4 vd M. 1 A O TION— DING DEMURRAGE BY 03.ZG d'

i
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too i5
i
:• }, .. .
+.
NOIFN117ARDOUS 1. Genarafor ID Number
wnsrE NiataFesT
2 Pape 1 d
3.Emerparcl� Phone t Waste haietlnp Nuabar
t 9) $13 l c
5: Gerterabra IJame and Marnp Address
�9 c+Q
Generatofs Sim Addrase
2� b75o
f
i'
(If dilleren than melt
AMv�eAN. MC -AA ItO--XlJq;SsNAC r �amreeaf
F3ui'L1:Ii�b�cA1 NC L7F1 S '
GsnorftftPtaw r!33G,� 2iQ— 5554- --JA,4
& Tran9*1ff,1•C4mm
2! %V A N Dc►s: / U.S. EPA IO Number
N y jz �L SFPyrt�s •
7.TMWPO sr2CaTMName
U.S.
EPA ID Number
h'
kpeted.Fadily Name avid Ste Address
(3(/RaIA.bTortf �t1%JS.iiE• �1J'AT�R '�A7f�i5+vT-'DG,EJej U.S. EPA IDNmtw
>;
Fad a pan:' $3G.�.3r%8 ' p51 S• :C�3T ,t i CI.rQP£A<e SEl.Ls
.,
'
Be.pb.
U S DOT Oexdptlai Qndudnp Propec5hipptnp Mama 1 4P4 f3(P III(.
?R PImP.(�.91AUK
• 10, C=Wr em
'
11. Total
12. Ilnd
Tr4 %% P
.F
t•4PNbUvA,-EA P.FMNEra �r7:+at 'SEI�fZoclt
No.
Type
t7uardhy
N1JVol.
>~
-
- - _
.'
N
i.
13 Special Handing Irst =WM and Addbonal kdarrrw9 cn
1-
'Ganembrs10Remrs
14. GENERATOR'S CMRCATION: I ced4Iha mderlab deaaUd above on this maNmst are not sub to federalmg*"— f-r
Prhtedriyped NNWF*oPef � of Hnmrdars Waste
Wmmiz •.6catirerr-: AMI tu
'
uadt, nay . Yaat
ntenre5onel Shipmenit �-1
w pal b U.S.
3
z
LJ F?od ban U.s Port of ant• at
T Hamra a rta aeD
hey
.{
I
S. TrarcQalar of P-60 d miwft Data U.S.:
SlOndurs
MaN
'•
• r
DaY Yeu
Tra Mcftr2 Prl Wypw Nome
Stpnuun
03 2D a
mmm Day Year
17.Oiaaapdtry
17L Ohaepm L-deetbn 6pax '
" 0-TYPO ❑ Haalaue ❑ Partlet Ha)ertla,
❑ Ful Mecca,
n
t
M AlGimele Fadtty (or Geriaater) Nbniest deter ewe Nurber.
j US. EPA tO Nw-ber
`
Facti sPharg.
C 17a Stp mb- d A,Temale Fedity (or Ganeramr}
'
.
MO* 'pay Year
+ ' . , ' 'r
..
18. D&SO dad Fapfty Owner er Operata Carti'raEat d recei d , metertnla ocvered by the manieet ee rnmd In hap na 4, 1
Printed?
name
G , 'r/,�'" S"� � '°'
Norm tray Year
;