HomeMy WebLinkAbout10036_South End Transit_Phase II ESA Addendum Cherokee Southline 5-08-OCR
DELIVERING SUSTAINABLE SOLUTIONS IN A MORE COMPETITIVE WORLD
Phase II Environmental Site Assessment
Addendum
Cherokee Southline Project
South Boulevard Area
Charlotte, North Carolina
May 2008
ERM NC, PC
8000 Corporate Center Drive
Suite 200
Charlotte, North Carolina 28226
Cherokee Southline, LLC
Phase II Environmental Site Assessment
Addendum
Cherokee Southline Project
South Boulevard Area
Charlotte, Mecklenburg County,
North Carolina
May 29, 2008
Project No. 0055638
________________________________
Alan Martin, P.G.
Project Manager
_________________________________
Thomas M. Wilson, P.G.
Principal-In-Charge
ERM NC, PC
8000 Corporate Center Drive
Suite 200
Charlotte, North Carolina 28226
(704) 541-8345
(702) 541-8416 (fax)
http://www.erm.com
ERM NC, PC i PHASE II ESA ADDENDUM R4.DOC
TABLE OF CONTENTS
1.0 INTRODUCTION 1
1.1 BACKGROUND 1
1.2 PURPOSE OF PHASE II ESA ADDENDUM 4
2.0 SITE AND VICINITY CHARACTERISTICS 5
2.1 SITE DESCRIPTION 5
2.2 PHYSICAL SETTING 5
3.0 ADDITIONAL PHASE II ASSESSMENT ACTIVITIES 8
4.0 ASSESSMENT RESULTS 11
5.0 SUMMARY AND CONCLUSIONS 14
LIST OF FIGURES
Figure 1 Topographic Site Location Map
Figure 2 Site Layout Map
Figure 3 Generalized Ground Water Flow Map
Figure 4 Soil Sample Locations
Figure 5 Trichloroethene Concentrations in Ground Water
ERM NC, PC ii PHASE II ESA ADDENDUM R4.DOC
LIST OF TABLES
Table 1 Previous Environmental Due Diligence Reports
Table 2 Monitor Well Construction
Table 3 Summary of Soil Sampling Results
Table 4 Summary of Ground Water Sampling Results
Table 5 Summary of Ground Water Geochemical Field Parameters
LIST OF APPENDICES
APPENDIX A: Soil Boring Logs - 2008
APPENDIX B: Laboratory Analytical Data Sheets - 2008
ERM NC, PC 1 PHASE II ESA ADDENDUM R4.DOC
1.0 INTRODUCTION
In December 2007 and January 2008, ERM NC, PC (ERM) conducted a
Phase II Environmental Site Assessment (ESA) Addendum on behalf of
Cherokee Southline, LLC of various properties in the South Boulevard area
of Charlotte, Mecklenburg County, North Carolina.
This additional investigation was performed to supplement previous Phase
II ESAs conducted at nine parcels within the Transit-Oriented Development
project underway by Cherokee Southline, LLC and to generally characterize
subsurface conditions at three additional properties that were incorporated
into the project area since the previous Phase II ESAs were performed.
These parcels along with other parcels within the Cherokee Southline
project area are collectively referred to hereafter as “the subject property.”
The site location is presented on Figure 1 and the site layout is presented on
Figure 2.
1.1 BACKGROUND
Phase I ESAs were conducted by ERM at the subject property between
October 2005 and January 2008. Various on- and off-site potential
environmental concerns were identified at the properties during the Phase
I ESAs. Phase II ESAs were conducted by ERM at nine of the parcels in
October 2006. The previous Phase I and Phase II ESA reports by ERM
regarding the various parcels within the subject property are listed in
Table 1.
A total of 26 soil samples and 27 ground water samples were collected
during the October 2006 Phase II ESA activities. Figures 4 and 5,
respectively, present historical soil and ground water sample locations
associated with the previous Phase II ESA activities. Monitoring well
construction details for temporary monitor wells installed during the
previous Phase II ESA activities are summarized in Table 2 and historical
soil sample analytical results are summarized in Table 3. Table 4 presents
historical ground water sample analytical results. Areas of potential
concern warranting additional evaluation were identified based on findings
during the previous investigations. These areas of potential concern are
summarized below.
Elevated concentrations of trichloroethene (TCE) and other chlorinated
volatile organic compounds (CVOCs) were detected in ground water
samples collected from four parcels within the subject property during the
ERM NC, PC 2 PHASE II ESA ADDENDUM R4.DOC
previous Phase II ESAs by ERM. Sites with elevated concentrations of
TCE during the previous Phase II ESAs include the former Ornamental
Awnings parcel with a maximum TCE concentration of 44 micrograms per
liter (µg/L); the former Pressley Services parcel with a maximum TCE
concentration of 110 µg/L; the former Welder’s Supply parcel with a
maximum TCE concentration of 3.9 µg/L; and, the former McDonald’s
restaurant parcel with a maximum TCE concentration of 100 µg/L. The
North Carolina Groundwater Standard for TCE is 2.8 μg/L. TCE
concentrations in ground water samples from the site are presented on
Figure 5. No onsite source of the TCE in the ground water at these
locations has been confirmed. It is possible that documented releases of
chlorinated volatile organic compounds (CVOCs) at nearby properties
have affected ground water quality beneath the subject parcels.
Additional ground water sampling was required to further evaluate
ground water quality over the subject property and identify a potential
source of the CVOCs.
TCE and tetrachloroethene (PCE or Perc) have also been detected in soil
and ground water at the former dry cleaning facility at the South
Boulevard/ Remount Road intersection. The source of these CVOCs in
the subsurface is attributed to solvent releases from the former
drycleaning equipment operated at this site. The soil and ground water
impacts at this former dry cleaning facility are currently being addressed
by the North Carolina Department of Environment and Natural Resources
(NCDENR) Division of Waste Management – Drycleaning Solvent
Cleanup Act (DSCA) Program. The maximum concentration of TCE
detected in ground water at this site during January 2008 sampling by the
NCDENR DSCA Program was 200 μg/L which was reported in the deep
aquifer monitor well sample. The maximum concentration of TCE
detected in the shallow, water table aquifer was 69 μg/L. PCE was also
detected in the January 2008 ground water samples from this site at a
maximum concentration of 83 μg/L. The North Carolina Ground Water
Standard for PCE is 0.7 μg/L. TCE concentrations in recent ground water
samples from the site are presented on Figure 5. Based on historical
reports by NCDENR DSCA Program contractors regarding soil and
ground water quality at the site, the horizontal extent of CVOCs on the
former dry cleaners parcel appears to be delineated. However, the
downgradient extent of the CVOCs off-site to the south has not been
determined. Additionally, the vertical extent of VOC-affected ground
water on the former dry cleaners parcel has not been delineated.
Additional ground water sampling was required to further evaluate
ground water quality at the site.
ERM NC, PC 3 PHASE II ESA ADDENDUM R4.DOC
Petroleum-affected soil was identified at the former Bell parcel in the
vicinity of a heating oil UST during the October 2006 Phase II ESA at the
site and subsequent removal of the heating oil UST in September 2007.
This inactive heating oil tank was located at 140 Remount Road near the
Remount Road and the Charlotte Lynx Light Rail line intersection and
was operated by a previous property owner, Pritchard Paint and Glass.
Diesel-range total petroleum hydrocarbons (TPH) were detected at 12
milligrams per kilogram (mg/kg) at one sample location from the base of
the UST excavation. The North Carolina General Action Level for diesel-
range TPH is 10 mg/kg. This data indicated that a release of heating oil
occurred from the UST and additional soil and ground water sampling
was required for completion of a Limited Site Assessment in accordance
with the NCDENR UST Section guidelines for suspected petroleum
releases. The UST Closure report summarizing the removal of the UST
and confirmatory soil sampling was submitted to Cherokee Southline,
LLC in May 2008. The Limited Site Assessment (LSA) report for the site is
pending receipt of water supply well survey questionnaires from
surrounding property owners.
Review of a previous Phase I ESA of the former Murray Supply parcel
(The Schneider Corporation, May 2006) indicated that gasoline UST was
previously utilized on this site. This parcel is located at the intersection of
Dunavant Street and Hawkins Street. A 12,000-gallon gasoline UST was
removed from the site in 1987 but the location of the former UST is
unknown. No information is available regarding the integrity of the tank
and the condition of the soil or ground water quality in the vicinity of the
tank at the time of removal. It is possible that undocumented releases
from this former UST may have affected soil or ground water quality
beneath the Murray Supply parcel. Ground water sampling was required
to evaluate general ground water quality at the site.
An inactive heating oil UST was identified during a Phase I ESA of the
Southern Comfort HVAC facility located along Dunavant Street. One
heating oil UST of undetermined capacity remains in place on this parcel
adjacent to the southwest corner of the building. Use of the heating oil
UST was discontinued in the late 1970s when the fuel oil-fired furnace was
replaced with an electric HVAC system. The tank has not been properly
closed and an undetermined volume of heating oil may remain in the
tank. It is possible that undocumented releases from this UST may have
affected soil or ground water quality in these areas. Ground water
sampling was required to evaluate ground water quality adjacent to this
UST.
ERM NC, PC 4 PHASE II ESA ADDENDUM R4.DOC
During the October 2007 Phase I ESA, ERM determined that the Harris
Tire facility, located along South Boulevard near Remount Road, has
residual petroleum-affected soil and ground water associated with a
former leaking UST incident at the site. Petroleum-affected soil and
ground water were identified at the site near a heating oil UST that was
permanently closed by removal in the mid 1990s by Harris Tire. The UST
was used by the previous property owner to operate the on site boiler
system and the UST was never used by Harris Tire. According to Harris
Tire representatives, the UST was removed from site and the impacted soil
surrounding the tank was remediated by Harris Tire in the mid 1990s.
One ground water monitor well was installed adjacent to the former UST
pit in 2001. A Notice of No Further Action (NFA) was issued by
NCDENR in December 2001. The NFA letter indicated that soil
contamination does not exceed the industrial/commercial maximum soil
contaminant concentrations and ground water contamination met the risk-
based cleanup requirements for low risk classification. No further
assessment or remedial actions were required per the NFA letter. Ground
water sampling was required to evaluate current ground water quality
downgradient of this former UST and to generally characterize ground
water conditions on the downgradient portion of the site.
1.2 PURPOSE OF PHASE II ESA ADDENDUM
The objectives of this Phase II ESA addendum are summarized below:
• further evaluate shallow ground water aquifer characteristics on a site-
wide basis;
• further evaluate general ground water quality on a site-wide basis
with focus on the TCE concentrations detected in ground water
samples during the previous Phase II ESAs;
• further evaluate soil and ground water quality in the vicinity of the
former heating oil UST at the 140 Remount Road parcel with respect to
the requirements established by NCDENR Division of Waste
Management UST Section;
• evaluate ground water quality generally downgradient of the Harris
Tire facility;
• evaluate ground water quality at the former Murray Supply parcel;
and,
• evaluate ground water quality in the vicinity of the inactive heating oil
UST at the former Southern Comfort HVAC facility.
ERM NC, PC 5 PHASE II ESA ADDENDUM R4.DOC
2.0 SITE AND VICINITY CHARACTERISTICS
2.1 SITE DESCRIPTION
The subject property is along the west side of South Boulevard,
approximately 1.5 miles southwest of uptown Charlotte (Mecklenburg
County), North Carolina. The site is generally bound by South Boulevard
to the east, Remount Road to the south, Dunavant Street to the west and
various commericial, light industrial or vacant lots to the north. The
Charlotte Lynx Light Rail lines bisect the property from north to south.
The subject property is located within an area of mixed land uses
including commercial and retail facilities, light industry as well as single-
and multi-family residences.
The assembly of parcels comprising the subject property extends
approximately 1,600 feet from north to south. The width of the subject
property ranges from approximately 700 feet at the southern extent and
approximately 1,150 feet at the northern portion of the site. The various
parcels comprising the subject property are presented on Figure 2.
Single-story commercial buildings are present on the Harris Tire parcel
along South Boulevard and the former Gelbach Designs, Quality Tile &
Marble, Southern Comfort HVAC and Floral Trends parcels along
Dunavant Street. All other structures have been demolished. All the
parcels within the subject property are owned or are under contract for
purchase by Cherokee Southline, LLC.
2.2 PHYSICAL SETTING
The Charlotte area, including the subject property, is located within the
Piedmont physiographic province of North Carolina. Geologically, the
subject property is located within the Charlotte Belt, which is
characterized by metamorphic rocks and igneous rocks of varying age.
According to the Geologic Map of Charlotte (1988), the subject property is
underlain predominantly by metamorphosed quartz diorites and
tonalites. These metamorphosed igneous rocks are typically medium to
coarse grained and foliated. These rocks are of late Proterozoic age (900 to
570 millions years old). Saprolite, a layer of weathered and variably
decomposed bedrock, commonly mantles bedrock in this region.
Saprolite has the appearance of compact clayey to sandy soil, with original
bedrock textures and features preserved.
ERM NC, PC 6 PHASE II ESA ADDENDUM R4.DOC
The occurrence and movement of ground water in the Piedmont province
is within two separate, but interconnected, water bearing zones. A
shallow water-bearing zone occurs within the saprolite zone, and a deeper
zone occurs within the underlying bedrock. Ground water in the shallow
saprolite zone occurs in the interstitial pore space of the saprolite. The
depth to ground water in the saprolitic zone can range from 20 to 45 feet
along ridges and upland areas. In low lying stream valleys, the ground
water level will approach the local surface water elevations in stream
channels. Ground water flow in this zone is typically governed by water
table conditions. This means that ground water will flow under
unconfined conditions and generally mimic topography. Therefore,
ground water movement will be from upland areas (recharge zones) to
nearby surface streams (discharge zones).
The occurrence and movement of ground water in the deeper water-
bearing zone within crystalline bedrock is controlled by secondary joints,
fractures, and faults within the bedrock. Ground water within the
bedrock zone may be under confined or unconfined conditions. The
occurrence and movement of ground water is difficult to predict on a
small scale due to the erratic nature of the secondary openings that control
ground water flow in bedrock. Small surface water features generally do
not provide an accurate indication of the direction of ground water
movement in bedrock. However, on a regional scale, the direction of
ground water movement will generally be from upland areas to major
surface streams downgradient.
Land surface elevations range from approximately 753 feet above mean
sea level at the northeast corner of the site on the former Welders Supply
parcel to 720 feet above mean sea level at the former Murray Supply
parcel near the Dunavant Street/Hawkins Street intersection. The subject
property is relatively flat, with a regional topographic divide bisecting the
site generally from northeast to southwest. The location of this
topographic divide is presented on Figure 3. Property to the east of this
divide drains to the south toward Dairy Branch and an unnamed
intermittent tributary of Dairy Branch. The nearest mapped reach of the
Dairy Branch creek or the associated tributary is approximately 330 feet
south of the Remount Road/South Boulevard intersection. Dairy Branch
eventually drains into Little Sugar Creek at a point approximately 7,000
feet southeast of the subject property. Property to the west of the
topographic divide drains generally to the west toward an unnamed
intermittent tributary of Irwin Creek. The upper reaches of the intermittent
tributary are situated approximately 525 feet west of the subject property,
and the tributary eventually drains into Irwin Creek at a point
ERM NC, PC 7 PHASE II ESA ADDENDUM R4.DOC
approximately 4,000 feet west of the Dunavant Street/Hawkins Street
intersection.
Based on topography, it appears that ground water beneath the parcels
east of the drainage divide flows to the south toward Dairy Branch while
ground water beneath the parcels west of the drainage divide generally
flows to the west. The generalized ground water flow directions based on
land surface topography are presented on Figure 3. It should be noted
that ground water flow directions can be highly variable and no definite
statement can be made regarding ground water flow directions in the
absence of accurate water level measurements from ground water wells.
Shallow ground water beneath the former drycleaning facility at the
Remount Road/South Boulevard intersection has been calculated to flow
to the south (Shield Engineering, April 2005). Historical ground water
measurements for monitor wells at this location are summarized on Table
2. Ground water flow directions have not been calculated at the
remainder of the parcels. Five shallow ground water monitor wells were
installed and gauged at the site in January 2008. The depth to ground
water in these monitor wells ranged from approximately 7.6 feet below
ground surface (bgs) on the former Murray Supply parcel near the
Dunavant Street/Hawkins Street intersection to 27.0 feet bgs on the
former McDonald’s parcel along South Boulevard.
ERM NC, PC 8 PHASE II ESA ADDENDUM R4.DOC
3.0 ADDITIONAL PHASE II ASSESSMENT ACTIVITIES
On December 27, 2007, ERM supervised the installation of one soil boring
and five permanent monitor wells at the subject property for purposes of
collecting additional soil and ground water quality data and identifying
the depth to the water table across the site. Ground water samples were
also collected from two existing monitor wells on the former drycleaner
parcel at the South Boulevard/Remount Road intersection.
The soil boring and monitor wells were installed by Geologic Exploration,
Inc. of Statesville, North Carolina, using hollow stem auger drilling
equipment. Soil samples were collected via split-spoon sampling
equipment. All downhole sampling equipment was cleaned via a high-
temperature/high-pressure water wash (steam cleaner) before and
between each boring.
Soils were logged in the field by an ERM geologist and screened for the
presence of volatile organic compounds (VOCs) via a photo-ionization
detector (PID) and the headspace field screening method. In general, the
shallow soils at the site were comprised of clayey silts grading to fine
sandy silts at depth. Boring logs and monitor well construction records
can be referenced in Appendix A. Soil sample intervals for the boring in
the vicinity of the former heating oil UST at the Bell parcel were for
laboratory analyses were chosen based on PID readings, visual and
olfactory observations and the suspected depth of the potential concern.
One soil boring, identified as boring MW-1, was installed at the former
heating oil UST at the Bell parcel. One soil sample was collected from the
MW-1 boring at the Bell parcel for laboratory analysis for the presence of
volatile and semi-volatile organic compounds (VOCs & SVOCs) by EPA
Methods 8260 and 8270 plus volatile and extractable petroleum
hydrocarbons (VPH/EPH) by MADEP Methods. The soil sample was
collected from native soil at 14 to 16 feet bgs and immediately below the
base of the heating oil UST excavation. Saturated soil was encountered at
approximately 19 feet bgs and no additional soil samples were collected
from this boring. Soil samples were not collected from the remaining
borings installed in December 2007.
The MW-1 soil boring was converted to a permanent monitor well upon
completion. One monitor well was also installed at each of the following
locations: on the former McDonald’s restaurant parcel (MW-2); adjacent to
the inactive heating oil UST at the Southern Comfort HVAC parcel (MW-
3); on the former Pressley Services parcel (MW-4); and, on the former
ERM NC, PC 9 PHASE II ESA ADDENDUM R4.DOC
Murray Supply parcel (MW-5). The locations of these borings and
monitor wells are depicted on Figures 4 and 5.
Each monitor well was installed with 2-inch diameter PVC well screen
and riser, filter sand and bentonite seal in general accordance with North
Carolina Well Construction Standards (15A NCAC 2C). Each well was
fitted with locking, expandable well caps. Following construction, all new
monitor wells were developed by purging a minimum of five well bore
volumes from the well utilizing a combination of a new, disposable bailer
and previously decontaminated pump. After development, all monitor
wells were sampled using low-flow sampling methods to minimize
turbidity present in the samples and to minimize the volume of ground
water potentially requiring special handling and disposal procedures. An
aliquot of each ground water sample collected for metals analyses was
filtered in the field using a 0.45 micron filter to reduce potential affects of
suspended solids (turbidity) on the ground water analyses. Both filtered
and unfiltered laboratory analytical sample results are presented.
Prior to purging and sampling, depth-to-ground water data were
recorded for each monitor well. The top of well casing elevations were
determined by surveying by LandDesign and referenced to mean seal
level. Monitor well construction details and ground water elevation data
are presented in Table 2. Table 5 presents geochemical field parameters for
ground water samples collected in January 2008. Appendix A presents the
boring logs and monitor well construction records for the newly installed
wells.
The depth to ground water in these monitor wells ranged from
approximately 7.6 feet bgs on the former Murray Supply parcel near the
Dunavant Street/Hawkins Street intersection to 27.0 feet bgs on the
former McDonald’s parcel along South Boulevard. The generalized
ground water flow directions based on land surface topography and
ground water elevations are presented on Figure 3.
Ground water samples collected from MW-1 were analyzed for VOCs and
SVOCs by Methods 8260B and 8270, respectively plus volatile and
extractable petroleum hydrocarbons (VPH/EPH) by MADEP Methods
and metals by Methods 6010B/7471. Ground water samples from the
newly installed monitor wells MW-2, MW-3, MW-4 and MW-5 as well as
the wells MW-3 (DSCA) and MW-5 (DSCA) on the former drycleaning
parcel were all sampled for VOCs, SVOCs and metals.
The soil and ground water samples were placed in laboratory-supplied
containers and then placed in a cooler with ice for storage and delivery to
ERM NC, PC 10 PHASE II ESA ADDENDUM R4.DOC
Prism Laboratories of Charlotte, North Carolina for analyses. ERM and
Prism Laboratories adhered to appropriate chain-of-custody procedures.
Appendix B presents the laboratory data for the soil and ground water
samples collected as part of this additional assessment activity.
ERM NC, PC 11 PHASE II ESA ADDENDUM R4.DOC
4.0 ASSESSMENT RESULTS
Soil analytical results are summarized in Table 3 and ground water
analytical results are summarized in Table 4. Sample locations are
illustrated in Figures 4 and 5 for soil and ground water, respectively.
Boring logs are presented in Appendix A. The laboratory analytical data
reports are presented in Appendix B. For comparison purposes, the soil
results are compared to the NCDENR Division of Waste Management –
UST Section Soil-to-Ground Water Maximum Soil Contaminant
Concentration (MSCCs) or Inactive Hazardous Sites Branch Remediation
Goals (IHSB RGs) levels for unrestricted land use. These values are shown
in Table 3 of this report, as applicable. Ground water analytical results are
compared to the North Carolina Groundwater Standards (NC 15A NCAC
2L 0.0202(g)) which are identified in Table 4.
Soils
No petroleum hydrocarbons were detected in the soil sample from the
MW-1 soil boring. These data indicate that no significant petroleum-
affected soil is present in the immediate vicinity of the former heating oil
UST at the former Bell parcel. Soil samples were not collected from the
remaining borings installed in December 2007.
Ground Water
No petroleum hydrocarbons were detected in the ground water sample
from monitor well MW-1 located in the former heating oil UST basin at
the Bell parcel. Barium and chromium were detected in the MW-1 ground
water sample in concentrations below the applicable North Carolina
Groundwater Standards.
No chemicals of concern were detected in the ground water sample from
monitor well MW-3 located adjacent to the inactive heating oil UST at the
Southern Comfort HVAC parcel. These data indicate that no significant
release of petroleum compounds has occurred from this UST.
No SVOCs were detected in any of the ground water samples collected
from monitor wells MW-2, MW-3, MW-4 or MW-5 or the DSCA well
MW-3 on the former drycleaning parcel. Concentrations of naphthalene
and 2-methylnaphthalene detected in the ground water sample from
MW-5 (DSCA) on the Harris Tire parcel are below the applicable North
Carolina Groundwater Standards. No potential source of these SVOCs
has been identified on the Harris Tire parcel or on any of the nearby
properties.
ERM NC, PC 12 PHASE II ESA ADDENDUM R4.DOC
Barium was detected in the ground water samples from monitor wells
MW-2 on the former McDonald’s parcel and the DSCA monitor wells
MW-3 and MW-5 on the former drycleaner site in concentrations below
the applicable North Carolina Groundwater Standard. Barium was not
detected in the other ground water samples. Chromium was detected in
the unfiltered MW-3 (DSCA) ground water sample from the former
drycleaners site at 81 μg/L, which slightly exceeds the applicable North
Carolina Groundwater Standard of 50 μg/L. Chromium was not detected
in the filtered ground water sample from MW-3 (DSCA). Chromium was
detected in the MW-5 (DSCA) at the former drycleaners site at 5.0 μg/L.
No potential man-made source of the chromium in the MW-3 (DSCA)
ground water sample has been identified in the vicinity. The absence of
detectable concentrations of chromium in the filtered ground water
sample from MW-3 (DSCA) indicates that no dissolved chromium is
present in the ground water at this location. Based on its natural
occurrence in Piedmont soils, the likely source of the chromium in the
unfiltered sample is chromium within suspended soil particles that was
leached into the sample upon contact with the low pH preservatives in the
laboratory sample container.
Elevated concentrations of TCE were detected in ground water samples
from the former McDonald’s (MW-2), Pressley Services (MW-4) and
Murray Supply (MW-5) parcels. The maximum detected concentration of
TCE was observed in the ground water sample from the former Murray
Supply parcel at 160 μg/L. The North Carolina Groundwater Standard
for this compound is 2.8 μg/L. PCE was also detected in the Murray
Supply parcel monitor well MW-4 ground water sample at 2.1 μg/L. The
North Carolina Groundwater Standard for this compound is 0.7 μg/L.
PCE was not detected in the former McDonald’s (MW-2) or Pressley
Services (MW-4) ground water samples. TCE was detected in previous
ground water samples from various locations within the subject property
including the Pressley Services, Ornamental Awnings, Welders Supply
and McDonald’s parcels. No onsite source of the CVOCs has been
identified at these locations.
The suspected off-site source of the TCE in ground water beneath the
Pressley Services parcel is the VOC-affected ground water at the adjacent
Beta Construction property, located immediately northwest and side-
gradient of the Pressley Services parcel. TCE, PCE and other VOC
concentrations in ground water greater than the respective North Carolina
Groundwater Standards have been detected in monitor wells installed
along the eastern property line of the Beta Construction site adjacent to the
Pressley Services parcel. Historical concentrations of TCE and PCE
detected on the Beta Construction property are approximately three times
ERM NC, PC 13 PHASE II ESA ADDENDUM R4.DOC
greater than those reported on the Pressley Services parcel of subject
property.
The suspected off-site source of the TCE in ground water beneath the
Murray Supply parcel as well as the Welders Supply and Ornamental
Awning parcels is the TCE-affected ground water at the former Sonoco
Flexible Packaging facility located on the adjacent parcel northeast and
topographically upgradient of the Murray Supply parcel. TCE-affected
ground water is present on the Sonoco property. This ground water
contamination is associated with a release from the former Dynatech
facility located approximately 475 feet northeast of the subject property. It
is possible that ground water beneath the Murray Supply parcel has been
affected by this upgradient release.
The presence of the TCE in ground water at the McDonald’s parcel
appears to be attributable to migration from an unidentified off-site source
located on an upgradient parcel to the north. The TCE-affected ground
water appears to extend across the McDonald’s parcel.
TCE and PCE were detected in five ground water samples collected from
the former drycleaning parcel in concentrations exceeding the applicable
North Carolina Groundwater Standards. The maximum concentration of
TCE detected on the site is in the deep saprolite aquifer monitor well
DMW-1 at 200 μg/L. The maximum TCE concentration detected in the
shallow water table monitor wells was 69 μg/L in MW-1A located. The
maximum concentration of PCE detected was observed in MW-4 at 83
μg/L. The source of these VOCs is attributed to releases of solvents from
the former drycleaning equipment located on the northeastern property
boundary. This drycleaning solvent release is currently managed by the
NCDENR Division of Waste Management DSCA Program.
ERM NC, PC 14 PHASE II ESA ADDENDUM R4.DOC
5.0 SUMMARY AND CONCLUSIONS
On December 28, 2007 and January 4, 2008, ERM conducted additional
Phase II ESA activities to supplement previous Phase II ESAs conducted at
the subject property and to generally characterize subsurface conditions at
three additional properties that were incorporated into the project area since
the previous Phase II ESAs were performed. A summary of the findings of
the Phase II ESA is provided below.
Surface water and ground water flow directions at the subject property
are variable and dependent on local land surface topography. A regional
hydraulic divide bisects the subject property generally from northeast to
southwest. Based on topography, it appears that ground water beneath
the parcels east of the drainage divide flows to the south toward Dairy
Branch while ground water beneath the parcels west of the drainage
divide generally flows to the west. The depth to ground water at the site
ranges from approximately 3.9 feet bgs on the former Ornamental
Awnings parcel to 27.0 feet bgs on the former McDonald’s parcel along
South Boulevard.
No petroleum hydrocarbons were identified in the soil or ground water
samples collected in the vicinity of the former heating oil UST at the Bell
parcel. These data have been summarized in a Limited Site Assessment
report associated with the leaking UST incident at this location and will be
submitted to NCDENR UST Section for review. No additional
investigation of subsurface soil or ground water appears to be warranted.
No chemicals of concern were detected in the ground water sample
collected from adjacent to the inactive heating oil UST at the former
Southern Comfort HVAC parcel. These data indicate that no significant
release of petroleum compounds has occurred from this UST. No
additional ground water sampling appears to be warranted in the vicinity
of this heating oil UST.
Chromium was detected in the unfiltered MW-3 (DSCA) ground water
sample from the former drycleaners site at 81 μg/L, which slightly
exceeds the applicable North Carolina Groundwater Standard of 50 μg/L.
Chromium was not detected in the filtered ground water sample from
MW-3 (DSCA). No potential man-made source of the chromium in the
MW-3 (DSCA) ground water sample has been identified in the vicinity.
Based on its natural occurrence in Piedmont soils, the source of the
chromium in the unfiltered sample appears to be chromium within
suspended soil particles that was leached into the sample upon contact
with the low pH preservatives in the laboratory sample container.
ERM NC, PC 15 PHASE II ESA ADDENDUM R4.DOC
No chemicals of concern were detected in the ground water sample
collected from MW-5 (DSCA) on the Harris Tire parcel in concentrations
exceeding the applicable North Carolina Groundwater Standards. These
data indicate that no significant impacts to ground water quality from site
activities on or upgradient of the Harris Tire parcel have occurred. No
additional ground water sampling at this location appears to be
warranted.
The suspected off-site source of the TCE in ground water beneath the
Pressley Services parcel is the VOC-affected ground water at the adjacent
Beta Construction property. Historical concentrations of TCE and PCE
detected on the Beta Construction property are approximately three times
greater than those reported on the Pressley Services parcel of subject
property.
The suspected off-site source of the TCE in ground water beneath the
Murray Supply parcel and the Welders Supply and Ornamental Awning
parcels is the TCE-affected ground water at the former Sonoco facility
located on the adjacent parcel northeast and topographically upgradient
of the Murray Supply parcel. TCE-affected ground water is present on the
Sonoco property that is located upgradient of the Murray Supply parcel.
The presence of the TCE in ground water at the McDonald’s parcel
appears to be attributable to migration from an unidentified off-site source
located on an upgradient parcel to the north. The TCE-affected ground
water appears to extend across the McDonald’s parcel.
TCE and PCE were detected in five ground water samples collected from
the former drycleaning parcel in concentrations exceeding the applicable
North Carolina Groundwater Standards. The source of these VOCs is
attributed to releases of solvents from the former drycleaning equipment
located on the northeastern property boundary. This drycleaning solvent
release is currently managed by the NCDENR Division of Waste
Management DSCA Program.
Figures
TOPOGRAPHIC SITE LOCATION MAP
CHEROKEE SOUTHLINE PROPERTIES
CHARLOTTE, NORTH CAROLINA 1ERM NC, PC
FIGURE
SOURCE: USGS 7.5 Minute Topographic Quadrangle;
Charlotte East, N.C. 1991; Contour Interval = 10 feet
SITE
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h
t
o
W
a
t
e
r
(f
e
e
t
B
G
S
)
De
p
t
h
t
o
W
a
t
e
r
(f
e
e
t
B
T
O
C
)
Gr
o
u
n
d
W
a
t
e
r
El
e
v
a
t
i
o
n
(fe
e
t
)
Fr
e
e
P
r
o
d
u
c
t
Th
i
c
k
n
e
s
s
(f
e
e
t
)
C
o
m
m
e
n
t
s
14
0
R
e
m
o
u
n
t
R
o
a
d
(
B
e
l
l
P
r
o
p
e
r
t
y
)
MW
-
1
1
2
/
2
8
/
0
7
1
/
3
/
0
8
1
5
1
5
-
3
0
3
0
7
4
2
.
8
3
7
4
2
.
1
6
2
0
.
2
8
1
9
.
6
1
7
2
2
.
5
5
N
o
n
e
2
"
P
V
C
p
e
r
m
a
n
e
n
t
m
o
n
i
t
o
r
w
e
l
l
flush-mount
RR
-
G
W
-
2
1
0
/
1
6
/
0
6
1
0
/
1
8
/
0
6
9
9
-
2
4
2
4
-
-
-
-
1
7
.
1
8
1
8
.
7
3
-
-
N
o
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
RR
-
G
W
-
4
1
0
/
1
6
/
0
6
1
0
/
1
8
/
0
6
1
4
1
4
-
2
4
2
4
-
-
-
-
1
6
.
2
0
1
7
.
9
0
-
-
N
o
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
RR
-
G
W
-
5
1
0
/
1
6
/
0
6
1
0
/
1
8
/
0
6
1
4
1
4
-
2
4
2
4
-
-
-
-
1
8
.
6
7
1
8
.
9
2
-
-
N
o
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
24
1
5
/
2
4
1
8
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
P
e
g
r
a
m
P
r
o
p
e
r
t
i
e
s
)
PP
-
G
W
-
1
1
0
/
1
6
/
0
6
1
0
/
1
9
/
0
6
9
.
0
9
-
2
4
2
4
.
0
-
-
-
-
1
5
.
8
7
1
6
.
0
7
-
-
N
o
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
PP
-
G
W
-
3
1
0
/
1
6
/
0
6
1
0
/
1
9
/
0
6
1
6
.
0
1
6
-
2
6
2
6
.
0
-
-
-
-
1
3
.
4
3
1
4
.
8
3
-
-
N
o
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
24
0
1
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
Q
u
a
l
i
t
y
M
a
r
b
l
e
&
G
r
a
n
i
t
e
)
QT
M
-
G
W
-
2
1
0
/
2
0
/
0
6
1
1
.
6
1
1
.
6
-
2
6
.
6
2
6
.
6
-
-
-
-
6
.
7
6
6
.
7
6
-
-
N
o
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
23
2
1
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
S
o
u
t
h
e
r
n
C
o
m
f
o
r
t
H
V
A
C
)
MW
-
3
1
2
/
2
8
/
0
7
1
/
3
/
0
8
1
0
1
0
-
2
5
2
5
7
3
3
.
1
7
7
3
2
.
5
6
1
1
.
4
2
1
0
.
8
1
7
2
1
.
7
5
N
o
n
e
2
"
P
V
C
p
e
r
m
a
n
e
n
t
m
o
n
i
t
o
r
w
e
l
l
flush-mount
23
0
3
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
O
r
n
a
m
e
n
t
a
l
A
w
n
i
n
g
s
)
OA
-
G
W
-
1
1
0
/
1
6
/
0
6
1
0
/
2
0
/
0
6
9
.
0
0
11
-
2
1
21
--
--
4.
8
0
5.
1
0
--
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
OA
-
G
W
-
2
1
0
/
1
6
/
0
6
1
0
/
2
0
/
0
6
3
.
6
5
8-
1
8
18
.
0
--
--
3.
8
5
4.
7
0
--
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
22
3
5
H
a
w
k
i
n
s
S
t
r
e
e
t
(
M
u
r
r
a
y
S
u
p
p
l
y
)
MW
-
5
1
2
/
2
8
/
0
7
1
/
3
/
0
8
8
8-
2
3
23
72
7
.
9
7
7
2
7
.
4
2
7
.
5
8
7.
0
3
7
2
0
.
3
9
N
o
n
e
2
"
P
V
C
p
e
r
m
a
n
e
n
t
m
o
n
i
t
o
r
w
e
l
l
flush-mount
22
0
5
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
P
r
e
s
s
l
e
y
S
e
r
v
i
c
e
s
)
MW
-
4
1
2
/
2
8
/
0
7
1
/
3
/
0
8
15
15
-
3
0
30
73
2
.
5
8
7
3
1
.
7
7
1
7
.
5
8
1
6
.
7
7
7
1
5
.
0
0
N
o
n
e
2
"
P
V
C
p
e
r
m
a
n
e
n
t
m
o
n
i
t
o
r
w
e
l
l
flush-mount
PS
-
G
W
-
1
1
0
/
1
8
/
0
6
1
0
/
2
3
/
0
6
1
4
.
7
1
4
.
7
-
2
9
.
7
2
9
.
7
0
--
--
16
.
2
7
1
6
.
9
2
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
PS
-
G
W
-
3
1
0
/
1
8
/
0
6
1
0
/
2
3
/
0
6
1
0
.
8
1
0
.
8
-
2
5
.
8
2
5
.
8
--
--
17
.
7
4
1
8
.
1
9
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
23
0
0
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
W
e
l
d
e
r
s
S
u
p
p
l
y
)
WS
-
G
W
-
1
1
0
/
1
7
/
0
6
1
0
/
1
9
/
0
6
1
9
19
-
3
4
34
--
--
26
.
6
7
2
7
.
3
7
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
WS
-
G
W
-
2
1
0
/
1
7
/
0
6
1
0
/
1
8
/
0
6
2
0
20
-
4
0
40
--
--
28
.
8
6
2
9
.
1
6
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
WS
-
G
W
-
4
1
0
/
1
7
/
0
6
1
0
/
1
9
/
0
6
1
4
14
-
2
4
24
--
--
20
.
5
1
2
2
.
0
1
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
WS
-
G
W
-
5
1
0
/
1
9
/
0
6
1
0
/
2
3
/
0
6
1
6
.
5
1
6
.
5
-
2
6
.
5
2
6
.
5
2
--
--
17
.
8
5
1
9
.
2
5
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
WS
-
G
W
-
6
1
0
/
1
7
/
0
6
1
0
/
2
3
/
0
6
1
9
.
8
1
9
.
8
-
2
9
.
8
2
9
.
8
5
--
--
20
.
1
4
2
0
.
3
9
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
Ch
e
r
o
k
e
e
S
o
u
t
h
l
i
n
e
\
T
a
b
l
e
s
P
h
a
s
e
I
I
A
d
d
e
n
d
u
m
2
0
0
6
-
2
0
0
8
.
x
l
s
\
W
e
l
l
C
o
n
s
t
TA
B
L
E
2
MO
N
I
T
O
R
W
E
L
L
C
O
N
S
T
R
U
C
T
I
O
N
CH
E
R
O
K
E
E
S
O
U
T
H
L
I
N
E
T
R
A
N
S
I
T
-
O
R
I
E
N
T
E
D
D
E
V
E
L
O
P
M
E
N
T
SO
U
T
H
B
O
U
L
E
V
A
R
D
A
R
E
A
CH
A
R
L
O
T
T
E
,
M
E
C
K
L
E
N
B
U
R
G
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
Page 2 of 2
Pr
o
p
e
r
t
y
Lo
c
a
t
i
o
n
/
Mo
n
i
t
o
r
W
e
l
l
I
D
Da
t
e
In
s
t
a
l
l
e
d
Da
t
e
W
a
t
e
r
Le
v
e
l
Me
a
s
u
r
e
d
We
l
l
C
a
s
i
n
g
De
p
t
h
(f
e
e
t
B
G
S
)
Sc
r
e
e
n
e
d
In
t
e
r
v
a
l
(f
e
e
t
B
G
S
)
Bo
t
t
o
m
o
f
W
e
l
l
(f
e
e
t
B
G
S
)
Gr
o
u
n
d
S
u
r
f
a
c
e
El
e
v
a
t
i
o
n
(f
e
e
t
)
To
p
-
o
f
-
C
a
s
i
n
g
Ele
v
a
t
i
o
n
(f
e
e
t
)
De
p
t
h
t
o
W
a
t
e
r
(f
e
e
t
B
G
S
)
De
p
t
h
t
o
W
a
t
e
r
(f
e
e
t
B
T
O
C
)
Gr
o
u
n
d
W
a
t
e
r
El
e
v
a
t
i
o
n
(fe
e
t
)
Fr
e
e
P
r
o
d
u
c
t
Th
i
c
k
n
e
s
s
(f
e
e
t
)
C
o
m
m
e
n
t
s
23
0
0
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
W
e
l
d
e
r
s
S
u
p
p
l
y
)
c
o
n
t
i
n
u
e
d
WS
-
G
W
-
8
1
0
/
1
9
/
0
6
1
0
/
2
3
/
0
6
1
6
.
6
1
6
.
6
-
2
6
.
6
2
6
.
6
0
--
--
18
.
5
3
1
9
.
7
8
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
WS
-
G
W
-
9
1
0
/
1
7
/
0
6
1
0
/
2
3
/
0
6
1
5
.
4
1
5
.
4
-
2
5
.
4
2
5
.
4
4
--
--
19
.
1
3
2
1
.
0
3
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
23
1
6
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
G
e
o
r
g
i
a
C
a
r
o
l
i
n
a
P
r
o
d
u
c
t
s
C
o
m
p
a
n
y
,
I
n
c
.
)
RJ
-
G
W
-
1
1
0
/
1
8
/
0
6
1
0
/
2
3
/
0
6
1
9
.
4
1
9
.
4
-
3
4
.
4
3
4
.
4
--
--
24
.
8
5
2
5
.
3
0
--
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
RJ
-
G
W
-
2
1
0
/
1
9
/
0
6
1
0
/
2
3
/
0
6
1
4
.
5
1
4
.
5
-
2
9
.
5
2
9
.
5
--
--
20
.
4
5
2
0
.
5
5
--
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
RJ
-
G
W
-
3
1
0
/
1
9
/
0
6
1
0
/
2
3
/
0
6
1
0
.
9
1
0
.
9
-
2
5
.
9
2
5
.
9
--
--
25
.
8
2
2
6
.
3
2
--
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
MW
-
1
U
n
k
n
o
w
n
1
0
/
1
8
/
0
6
U
n
k
n
o
w
n
U
n
k
n
o
w
n
2
7
.
5
--
--
24
.
4
24
.
6
4
--
No
n
e
2
"
P
V
C
p
e
r
m
a
n
e
n
t
m
o
n
i
t
o
r
w
e
l
l
(2
3
1
6
W
e
l
l
)
Abandoned on Sept. 28, 2007
24
0
0
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
M
c
D
o
n
a
l
d
'
s
R
e
s
t
a
u
r
a
n
t
)
MW
-
2
1
2
/
2
8
/
0
7
1
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3
/
0
8
15
15
-
3
0
30
~
7
4
9
.
0
7
5
1
.
2
4
2
7
.
0
4
2
9
.
2
8
7
2
1
.
9
6
N
o
n
e
2
"
P
V
C
p
e
r
m
a
n
e
n
t
m
o
n
i
t
o
r
w
e
l
l
above-grade well, ~ 2.2 ft stickup
MD
-
G
W
-
1
1
0
/
1
9
/
0
6
1
0
/
2
0
/
0
6
1
9
.
6
1
9
.
6
-
3
4
.
6
3
4
.
6
--
--
22
.
2
6
2
2
.
7
1
--
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
MD
-
G
W
-
2
1
0
/
1
9
/
0
6
1
0
/
2
0
/
0
6
1
8
.
4
1
8
.
4
-
3
3
.
4
3
3
.
4
--
--
20
.
8
9
2
1
.
4
9
--
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
MD
-
G
W
-
3
1
0
/
1
9
/
0
6
1
0
/
2
0
/
0
6
1
0
.
2
1
0
.
2
-
2
0
.
2
2
0
.
2
--
--
DR
Y
DR
Y
DR
Y
No
n
e
1
"
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
Abandoned on Nov. 12, 2006
25
0
8
/
2
5
2
2
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
D
r
y
C
l
e
a
n
e
r
a
n
d
G
a
s
S
t
a
t
i
o
n
P
r
o
p
e
r
t
i
e
s
)
MW
-
1
3/
1
6
/
0
5
4
/
5
/
0
5
1
3
.
0
1
3
.
0
-
2
3
.
0
2
3
.
0
--
--
--
15
.
2
2
--
No
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
11
/
3
0
/
0
5
--
--
--
16
.
3
1
--
flush-mount
MW
-
2
3/
1
6
/
0
5
4
/
5
/
0
5
1
2
.
0
1
2
.
0
-
2
2
.
0
2
2
.
0
--
--
--
13
.
9
1
--
No
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
11
/
3
0
/
0
5
--
--
--
13
.
9
9
--
flush-mount
MW
-
3
3
/
1
6
/
0
5
4
/
5
/
0
5
1
4
.
0
1
4
.
0
-
2
4
.
0
2
4
.
0
7
3
7
.
5
6
7
3
7
.
3
7
1
5
.
6
4
1
5
.
4
5
7
2
1
.
9
2
N
o
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
11
/
3
0
/
0
5
17
.
3
9
1
7
.
2
0
7
2
0
.
1
7
flush-mount
1/
3
/
0
8
18
.
6
1
1
8
.
4
2
7
1
8
.
9
5
MW
-
4
1
1
/
2
9
/
0
5
1
1
/
3
0
/
0
5
1
5
.
0
1
5
.
0
-
2
5
.
0
2
5
.
0
--
--
--
15
.
6
1
--
No
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
flush-mount
MW
-
5
1
1
/
2
9
/
0
5
1
1
/
3
0
/
0
5
1
3
.
0
1
3
.
0
-
2
3
.
0
2
3
.
0
7
3
6
.
7
4
7
3
6
.
1
1
1
7
.
5
0
1
6
.
8
7
7
1
9
.
2
4
N
o
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
1/
3
/
0
8
19
.
1
6
1
8
.
5
3
7
1
7
.
5
8
flush-mount
MW
-
6
1
1
/
2
8
/
0
5
1
1
/
3
0
/
0
5
1
3
.
0
1
3
.
0
-
2
3
.
0
2
3
.
0
--
--
--
15
.
8
2
--
No
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
flush-mount
DW
-
1
1
1
/
3
0
/
0
5
1
1
/
3
0
/
0
5
4
0
.
0
4
0
.
0
-
4
5
.
0
4
5
.
0
--
--
--
14
.
6
9
--
No
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
flush-mount
MW
-
1
A
1
0
/
2
1
/
0
4
4
/
5
/
0
5
1
5
.
0
1
5
.
0
-
2
5
.
0
2
5
.
0
--
--
--
14
.
9
8
--
No
n
e
E
x
i
s
t
i
n
g
w
e
l
l
i
n
s
t
a
l
l
e
d
b
y
N
C
D
E
N
R
D
S
C
A
12
/
1
/
0
5
--
--
--
15
.
7
5
--
flush-mount
SB
-
G
W
-
1
1
0
/
1
6
/
0
6
1
0
/
1
8
/
0
6
2
0
20
'
-
3
0
'
30
.
0
--
--
16
.
6
3
1
8
.
7
1
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
.
Abandoned on Nov. 12, 2006
SB
-
G
W
-
2
1
0
/
1
6
/
0
6
1
0
/
1
8
/
0
6
1
7
17
'
-
2
7
'
27
.
0
--
--
21
.
7
8
2
0
.
5
5
--
No
n
e
1
-
i
n
c
h
P
V
C
t
e
m
p
o
r
a
r
y
m
o
n
i
t
o
r
w
e
l
l
.
Abandoned on Nov. 12, 2006
Ele
v
a
t
i
o
n
s
r
e
f
e
r
e
n
c
e
d
t
o
m
e
a
n
s
e
a
l
e
v
e
l
.
C
o
n
s
t
r
u
c
t
i
o
n
d
a
t
a
r
e
g
a
r
d
i
n
g
p
e
r
m
a
n
e
n
t
m
o
n
i
t
o
r
w
e
l
l
s
a
t
2
5
0
8
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
f
o
r
m
e
r
d
r
y
c
l
e
a
n
e
r
s
)
o
b
t
a
i
n
e
d
f
r
o
m
S
h
i
e
l
d
E
n
g
i
n
e
e
r
i
n
g
r
e
p
o
r
t
d
a
t
e
d
J
a
n
.
3
1
,
2
0
0
6
.
Ch
e
r
o
k
e
e
S
o
u
t
h
l
i
n
e
\
T
a
b
l
e
s
P
h
a
s
e
I
I
A
d
d
e
n
d
u
m
2
0
0
6
-
2
0
0
8
.
x
l
s
\
W
e
l
l
C
o
n
s
t
TA
B
L
E
3
SU
M
M
A
R
Y
O
F
S
O
I
L
S
A
M
P
L
I
N
G
R
E
S
U
L
T
S
CH
E
R
O
K
E
E
S
O
U
T
H
L
I
N
E
T
R
A
N
S
I
T
-
O
R
I
E
N
T
E
D
D
E
V
E
L
O
P
M
E
N
T
SO
U
T
H
B
O
U
L
E
V
A
R
D
A
R
E
A
CH
A
R
L
O
T
T
E
,
M
E
C
K
L
E
N
B
U
R
G
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
Page 1 of 4
Pr
o
p
e
r
t
y
Lo
c
a
t
i
o
n
/
Sa
m
p
l
e
I
D
D
a
t
e
14
0
R
e
m
o
u
n
t
R
o
a
d
(
B
e
l
l
P
r
o
p
e
r
t
y
)
RR
-
S
B
-
1
1
0
/
1
6
/
0
6
0
.
2
5
-
2
.
0
3
1
.
3
37
0
ND
-
-
-
-
0
.
0
2
4
N
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
RR
-
S
B
-
2
1
0
/
1
6
/
0
6
2
-
4
<
1
N
D
N
D
-
-
-
-
N
D
N
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
RR
-
S
B
-
3
1
0
/
1
6
/
0
6
2
-
4
-
-
-
-
-
-
N
D
N
D
N
D
N
D
0
.
5
1
J
3
0
1
.
8
47 18
0
.
0
8
9
J
0
.
0
4
8
MW
-
1
1
/
3
/
0
8
1
4
-
1
6
-
-
-
-
-
-
N
D
N
D
N
D
N
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
24
1
5
/
2
4
1
8
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
P
e
g
r
a
m
P
r
o
p
e
r
t
i
e
s
)
PP
-
S
B
-
1
10
/
1
6
/
0
6
4-
6
<
0
.
1
-
-
-
-
0
.
0
5
6
N
D
N
D
N
D
-
-
-
-
-
-
-
-
-
-
-
-
--
PP
-
S
B
-
2
1
0
/
1
6
/
0
6
1
8
-
2
0
<
0
.
1
--
-
-
ND
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
PP
-
S
B
-
3
1
0
/
1
8
/
0
6
2
-
4
<
0
.
1
--
-
-
0.
0
6
9
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
24
0
1
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
Q
u
a
l
i
t
y
M
a
r
b
l
e
&
G
r
a
n
i
t
e
)
QT
M
-
S
B
-
1
1
0
/
1
8
/
0
6
2
-
4
<
1
--
-
-
0.
0
2
5
N
D
N
D
N
D
--
-
-
-
-
-
-
------
QT
M
-
S
B
-
2
1
0
/
1
8
/
0
6
2
-
4
<
1
--
-
-
ND
N
D
N
D
N
D
--
-
-
-
-
-
-
------
23
0
3
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
F
o
r
m
e
r
O
r
n
a
m
e
n
t
a
l
A
w
n
i
n
g
s
)
OA
-
S
B
-
1
1
0
/
1
6
/
0
6
1
3
3
1
.
3
--
-
-
N
D
N
D
N
D
N
D
0.
5
7
J
9
8
0
.
3
6
J
3
.
5
2
.
6
N
D
0
.
0
0
3
0
J
OA
-
S
B
-
2
1
0
/
1
6
0
6
2
<
1
--
-
-
N
D
N
D
N
D
N
D
3.
5
3
1
0
0
.
9
7
28 6.5
0
.
3
3
J
0
.
0
0
5
5
J
23
2
1
D
u
n
a
v
a
n
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t
r
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t
(
F
o
r
m
e
r
S
o
u
t
h
e
r
n
C
o
m
f
o
r
t
H
V
A
C
)
No
s
o
i
l
s
a
m
p
l
e
s
c
o
l
l
e
c
t
e
d
t
o
d
a
t
e
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
22
3
5
H
a
w
k
i
n
s
S
t
r
e
e
t
(
F
o
r
m
e
r
M
u
r
r
a
y
S
u
p
p
l
y
)
No
s
o
i
l
s
a
m
p
l
e
s
c
o
l
l
e
c
t
e
d
t
o
d
a
t
e
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
22
0
5
D
u
n
a
v
a
n
t
S
t
r
e
e
t
(
F
o
r
m
e
r
P
r
e
s
s
l
e
y
S
e
r
v
i
c
e
s
)
PS
-
S
B
-
1
1
0
/
1
8
/
0
6
2
-
4
<
1
--
-
-
ND
N
D
0
.
0
2
4
N
D
--
-
-
-
-
-
-
-
-
-
-
--
PS
-
S
B
-
2
1
0
/
1
8
/
0
6
1
2
-
1
4
1
.
7
--
-
-
ND
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
PS
-
S
B
-
3
1
0
/
1
8
/
0
6
1
4
-
1
6
1
.
9
--
-
-
ND
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
23
0
0
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
W
e
l
d
e
r
s
S
u
p
p
l
y
)
WS
-
S
B
-
3
1
0
/
1
7
/
0
6
6
-
8
<
1
16
ND
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
WS
-
S
B
-
4
1
0
/
1
7
/
0
6
6
-
8
<
1
N
D
N
D
--
-
-
-
-
-
-
-
-
--
--
-
-
-
-
-
-
--
WS
-
S
B
-
6
1
0
/
1
7
/
0
6
8
-
1
0
2
.
0
-
-
-
-
0
.
0
6
5
0
.
0
4
5
0
.
0
0
5
3
J
N
D
--
--
--
-
-
-
-
-
-
--
WS
-
S
B
-
7
1
0
/
1
7
/
0
6
8
-
1
0
<
1
N
D
N
D
--
-
-
-
-
-
-
-
-
--
--
-
-
-
-
-
-
--
WS
-
S
B
-
9
10
/
1
7
/
0
6
2
-
4
<
1
0
-
-
-
-
0
.
1
9
N
D
N
D
N
D
2
.
1
1
1
0
0
.
4
0
J
36 26
0
.
1
2
J
0
.
0
3
WS
-
H
A
-
1
0
1
0
/
1
7
/
0
6
0
-
2
<
1
-
-
-
-
N
D
N
D
N
D
N
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
VO
L
A
T
I
L
E
O
R
G
A
N
I
C
C
O
M
P
O
U
N
D
S
b
y
E
P
A
8
2
6
0
B
(
m
g
/
k
g
)
METALS
M
e
t
h
o
d
s
6
0
1
0
B
/
7
4
7
1
(
m
g
/
k
g
)
Chromium (total)LeadSilverMercury
TP
H
M
e
t
h
o
d
8
0
1
5
B
(m
g
/
k
g
)
Gasoline Range
Organics (GRO)
Diesel Range
Organics (DRO)
Field Screening
Volatile organic compounds -
ppm (PID)
De
p
t
h
(f
e
e
t
B
G
S
)
Barium
Cadmium
Arsenic
Acetone
cis-1-2-Dichloroethene
Trichlorofluoromethane
All Other compounds
Ch
e
r
o
k
e
e
S
o
u
t
h
l
i
n
e
\
T
a
b
l
e
s
P
h
a
s
e
I
I
A
d
d
e
n
d
u
m
2
0
0
6
-
2
0
0
8
.
x
l
s
\
S
o
i
l
-
V
O
C
s
&
M
e
t
a
l
s
TA
B
L
E
3
SU
M
M
A
R
Y
O
F
S
O
I
L
S
A
M
P
L
I
N
G
R
E
S
U
L
T
S
CH
E
R
O
K
E
E
S
O
U
T
H
L
I
N
E
T
R
A
N
S
I
T
-
O
R
I
E
N
T
E
D
D
E
V
E
L
O
P
M
E
N
T
SO
U
T
H
B
O
U
L
E
V
A
R
D
A
R
E
A
CH
A
R
L
O
T
T
E
,
M
E
C
K
L
E
N
B
U
R
G
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
Page 2 of 4
Pr
o
p
e
r
t
y
Lo
c
a
t
i
o
n
/
Sa
m
p
l
e
I
D
D
a
t
e
VO
L
A
T
I
L
E
O
R
G
A
N
I
C
C
O
M
P
O
U
N
D
S
b
y
E
P
A
8
2
6
0
B
(
m
g
/
k
g
)
METALS
M
e
t
h
o
d
s
6
0
1
0
B
/
7
4
7
1
(
m
g
/
k
g
)
Chromium (total)LeadSilverMercury
TP
H
M
e
t
h
o
d
8
0
1
5
B
(m
g
/
k
g
)
Gasoline Range
Organics (GRO)
Diesel Range
Organics (DRO)
Field Screening
Volatile organic compounds -
ppm (PID)
De
p
t
h
(f
e
e
t
B
G
S
)
Barium
Cadmium
Arsenic
Acetone
cis-1-2-Dichloroethene
Trichlorofluoromethane
All Other compounds
23
1
6
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
G
e
o
r
g
i
a
C
a
r
o
l
i
n
a
P
r
o
d
u
c
t
s
C
o
m
p
a
n
y
,
I
n
c
.
)
RJ
-
S
B
-
1
1
0
/
2
3
/
0
6
8
-
1
0
<
1
N
D
N
D
--
--
-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
--
RJ
-
S
B
-
2
1
0
/
1
9
/
0
6
2
-
4
<
1
-
-
-
-
N
D
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
RJ
-
S
B
-
3
1
0
/
1
9
/
0
6
2
-
4
<
1
-
-
-
-
0
.
0
5
6
ND
N
D
ND
--
--
--
-
-
-
-
-
-
--
Ge
r
o
g
i
a
-
C
a
r
-
1
*
9
/
2
8
/
0
7
1
2
.
0
<
1
N
D
4
.
6
J
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ge
r
o
g
i
a
-
C
a
r
-
2
*
9
/
2
8
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0
7
1
2
.
0
<
1
N
D
5
.
1
J
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ge
r
o
g
i
a
-
C
a
r
-
3
*
9
/
2
8
/
0
7
1
2
.
0
<
1
N
D
3
.
1
J
--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
24
0
0
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
M
c
D
o
n
a
l
d
'
s
R
e
s
t
a
u
r
a
n
t
)
MD
-
S
B
-
1
1
0
/
1
9
/
0
6
2
-
4
<
1
--
-
-
ND
N
D
N
D
N
D
--
-
-
-
-
-
-
-
-
-
-
--
MD
-
S
B
-
2
1
0
/
1
9
/
0
6
2
-
4
<
1
--
-
-
0.
1
2
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
MD
-
S
B
-
3
1
0
/
1
9
/
0
6
2
-
4
<
1
--
-
-
0.
0
6
2
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
25
0
8
/
2
5
2
2
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
D
r
y
C
l
e
a
n
e
r
a
n
d
G
a
s
S
t
a
t
i
o
n
P
r
o
p
e
r
t
i
e
s
)
SB
-
S
B
-
1
1
0
/
1
6
/
0
6
2
-
-
-
-
-
-
0
.
0
3
2
N
D
N
D
N
D
--
--
--
-
-
-
-
-
-
--
NC
D
E
N
R
U
S
T
S
e
c
t
i
o
n
A
c
t
i
o
n
L
e
v
e
l
1
10
1
0
2
.
8
N
E
7
8
N
E
N
E
8
4
8
N
E
2
7
2
7
0
N
E
N
E
NC
D
E
N
R
I
H
S
B
R
e
m
e
d
i
a
t
i
o
n
G
o
a
l
2
--
-
-
2
,
8
0
0
8
.
6
7
8
N
E
4
.
4
N
E
7
.
4
44
/
2
4
,
0
0
0
6 270
7
8
4
.
6
EP
A
R
e
g
i
o
n
9
P
R
G
R
e
s
i
d
e
n
t
i
a
l
3
NE
N
E
1
4
,
1
2
7
4
2
.
9
3
8
6
N
E
0
.
3
8
9
6
5
,
3
7
5
3
7
.
0
2
1
1
4
0
0
3
9
1
6
.
1
1
EP
A
R
e
g
i
o
n
9
P
R
G
I
n
d
u
s
t
r
i
a
l
/
C
o
m
m
e
r
c
i
a
l
3
NE
N
E
5
4
,
3
2
1
1
4
6
.
3
2
,
0
0
0
N
E
1
.
5
9
6
6
,
5
7
7
4
5
1
4
4
8
8
0
0
5
,
1
1
0
6
1
.
6
Na
t
u
r
a
l
l
y
O
c
c
u
r
r
i
n
g
M
e
t
a
l
s
C
o
n
c
e
n
t
r
a
t
i
o
n
4 -
M
e
a
n
--
-
-
-
-
-
-
-
-
-
-
4
.
8
2
9
0
N
E
3
3
1
4
N
E
0
.
0
8
1
Na
t
u
r
a
l
l
y
O
c
c
u
r
r
i
n
g
M
e
t
a
l
s
C
o
n
c
e
n
t
r
a
t
i
o
n
4 -
R
a
n
g
e
--
-
-
-
-
-
-
-
-
-
-
<
0
.
1
-
7
3
1
0
-
1
,
5
0
0
N
E
1
-
1
,
0
0
0
<
1
0
-
3
0
0
N
E
0
.
0
1
-
3
.
4
Tr
a
c
e
E
l
e
m
e
n
t
C
o
n
t
e
n
t
o
f
N
a
t
u
r
a
l
S
o
i
l
s
5 -
A
v
e
r
a
g
e
--
-
-
-
-
-
-
-
-
-
-
5
4
3
0
0
.
0
6
1
0
0
1
0
0
.
0
5
0
.
0
3
Tr
a
c
e
E
l
e
m
e
n
t
C
o
n
t
e
n
t
o
f
N
a
t
u
r
a
l
S
o
i
l
s
5
-
R
a
n
g
e
--
-
-
-
-
-
-
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1
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5
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0
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1
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0
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0
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0
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0
.
3
On
l
y
d
e
t
e
c
t
e
d
c
o
m
p
o
u
n
d
s
a
r
e
s
h
o
w
n
i
n
t
a
b
l
e
NE
=
N
o
t
e
s
t
a
b
l
i
s
h
e
d
1 -
N
C
D
E
N
R
U
S
T
S
e
c
t
i
o
n
S
o
i
l
-
t
o
-
G
r
o
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n
d
w
a
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r
M
a
x
i
m
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m
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C
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a
m
i
n
a
n
t
C
o
n
c
e
n
t
r
a
t
i
o
n
mg
/
k
g
=
M
i
l
l
i
g
r
a
m
s
p
e
r
k
i
l
o
g
r
a
m
-
-
=
N
o
t
A
n
a
l
y
z
e
d
2 -
N
C
D
E
N
R
I
n
a
c
t
i
v
e
H
a
z
a
r
d
o
u
s
S
i
t
e
s
B
r
a
n
c
h
R
e
m
e
d
i
a
t
i
o
n
G
o
a
l
(
R
G
)
BG
S
=
B
e
l
o
w
g
r
o
u
n
d
s
u
r
f
a
c
e
TP
H
=
T
o
t
a
l
P
e
t
r
o
l
e
u
m
H
y
d
r
o
c
a
r
b
o
n
s
3 -
E
P
A
R
e
g
i
o
n
9
P
r
e
l
i
m
i
n
a
r
y
R
e
m
e
d
i
a
t
i
o
n
G
o
a
l
ND
-
N
o
t
D
e
t
e
c
t
e
d
a
t
M
e
t
h
o
d
D
e
t
e
c
t
i
o
n
L
i
m
i
t
*
-
U
S
T
/
h
y
d
r
a
u
l
i
c
l
i
f
t
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Benzo(k)fluoranthene
Anthracene
Benzo(g,h,l)perylene
Benzo(b)fluoranthene
Benzo(a)pyrene
Benzo(a)anthracene
Acenaphthene
VPH/EPH MADEP Methods (mg/kg)Extractable Petroleum Hydrocarbons (All Ranges)Pyrene
Naphthalene
SE
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TABLE 3
SUMMARY OF SOIL SAMPLING RESULTS - UST CLOSURES
CHEROKEE SOUTHLINE TRANSIT-ORIENTED DEVELOPMENT
SOUTH BOULEVARD AREA
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA Page 4 of 4
Property
Location /
Sample ID Date
140 Remount Road (Bell Property)
Heating Oil UST Closure
Bell S-1 9/26/07 13.0 <0.1 ND 12 --
Bell S-2 9/26/07 13.0 <0.1 ND 2.2 J --
Bell S-3 9/26/07 13.0 <0.1 ND 2.8 J --
2300 South Boulevard (Former Welders Supply)
Gasoline UST Closure
Welders GT-1 10/2/07 12.0 <1 ND -- --
Welders GT-2 10/2/07 12.0 <1 ND -- --
Welders GD 10/2/07 2.5 <1 ND -- --
Fuel/Heating Oil UST Closure
Welders HO-1 10/2/07 12.0 <1 ND 6.8 J --
Welders HO-2 10/2/07 12.0 <1 ND 8.1 --
2316 South Boulevard (Former Georgia Carolina Products Company, Inc.)
Fuel/Heating Oil UST Closure
Gerogia-Car-1 9/28/07 12.0 <1 ND 4.6 J --
Gerogia-Car-2 9/28/07 12.0 <1 ND 5.1 J --
Gerogia-Car-3 9/28/07 12.0 <1 ND 3.1 J --
2508/2522 South Boulevard (Former Dry Cleaner and Gas Station Properties)
Hydraulic Lift Closure
2522-S-1 9/26/07 8-9 <1 -- --ND
2522-S-2 9/26/07 8-9 <1 -- --ND
2522-S-3 9/26/07 8.0 <1 -- --ND
2522-S-4 9/26/07 11-12 <1 -- --67
NCDENR UST Section Action Level 10 10 250
Only detected compounds are shown in table -- = Not Analyzed
mg/kg = Milligrams per kilogram TPH = Total Petroleum Hydrocarbons
BGS = Below ground surface J - Estimated value between Reporting Limit and
F
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(
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Depth
(feet BGS)
TOTAL PETROLEUM HYDROCARBONS
METHODS 8015/91071 (mg/kg)
D
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s
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Cherokee Southline\Tables Phase II Addendum 2006-2008.xls\Soil-UST Closure TPH
TA
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Page 1 of 4
Pr
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L
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a
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Sa
m
p
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D
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NC
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4
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0
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N
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2
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1
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1
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0
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6
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J
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MW
-
1
1
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N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
24
1
5
/
2
4
1
8
D
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P
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t
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e
s
)
PP
-
G
W
-
1
1
0
/
1
9
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
PP
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2
1
0
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1
9
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6
D
r
y
,
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d
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-
-
-
-
-
-
-
-
-
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-
-
-
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-
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-
-
-
-
-
-
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PP
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G
W
-
3
1
0
/
1
9
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
24
0
1
D
u
n
a
v
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t
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l
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y
M
a
r
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e
&
G
r
a
n
i
t
e
)
QT
M
-
G
W
-
0
2
1
0
/
2
0
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
23
0
3
D
u
n
a
v
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S
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t
(
O
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n
a
m
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s
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OA
-
G
W
-
1
1
0
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2
0
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0
6
1
.
1
N
D
N
D
N
D
N
D
N
D
0
.
8
7
J
N
D
N
D
5.
1
ND
N
D
N
D
N
D
N
D
OA
-
G
W
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2
1
0
/
2
0
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0
6
0
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7
6
J
N
D
1
.
4
0
.
9
1
J
N
D
N
D
N
D
N
D
N
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44
10
N
D
N
D
N
D
N
D
23
2
1
D
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n
a
v
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S
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C
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m
f
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t
H
V
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)
MW
-
3
1
/
3
/
0
8
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
22
3
5
H
a
w
k
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s
S
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M
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MW
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5
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8
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5
0
N
D
1
.
7
N
D
N
D
N
D
N
D
0
.
5
5
2.
1
1
6
0
ND
1
.
2
N
D
N
D
N
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22
0
5
D
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v
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S
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s
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PS
-
G
W
-
1
1
0
/
2
3
/
0
6
1
.
1
N
D
7
.
4
N
D
1.
0
1.
8
3
.
2
N
D
1.
2
8
4
5.
9
N
D
N
D
N
D
N
D
PS
-
G
W
-
3
1
0
/
2
3
/
0
6
0
.
7
6
J
N
D
5
.
4
N
D
N
D
N
D
0
.
8
2
J
N
D
1.
6
1
1
0
17
N
D
N
D
N
D
N
D
MW
-
4
1
/
3
/
0
8
5
.
7
N
D
6
.
2
N
D
N
D
N
D
0
.
6
4
N
D
N
D
26
ND
N
D
N
D
N
D
N
D
23
0
0
S
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h
B
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(
F
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p
p
l
y
)
WS
-
G
W
-
1
1
0
/
1
9
/
0
6
2
9
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
WS
-
G
W
-
2
1
0
/
1
9
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
WS
-
G
W
-
4
1
0
/
1
9
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
WS
-
G
W
-
5
1
0
/
2
3
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
WS
-
G
W
-
6
1
0
/
2
3
/
0
6
N
D
N
D
3
1
N
D
N
D
N
D
N
D
N
D
N
D
3.
9
0.
7
6
J
N
D
N
D
N
D
N
D
Benzene
1,2-Dichloroethane
Chloroform
1,3-Dichlorobenzene
cis-1,2-Dichloroethene
1,1-Dichloroethene
VO
L
A
T
I
L
E
O
R
G
A
N
I
C
C
O
M
P
O
U
N
D
S
b
y
E
P
A
8
2
6
0
B
(
µ
g
/
L
)
Isopropyl ether (IPE)
Methyl tertiary butyl ether
(MTBE)
Toluene
Tetrachloroethene
(PCE)
Trichloroethene
(TCE)
Trichlorofluoromethane
1,1,2-TrichloroethaneXylenesAll Other Compounds
Ch
e
r
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k
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S
o
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\
T
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b
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M
M
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C
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N
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,
N
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C
A
R
O
L
I
N
A
Page 2 of 4
Pr
o
p
e
r
t
y
L
o
c
a
t
i
o
n
/
Sa
m
p
l
e
I
D
D
a
t
e
NC
G
r
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u
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d
w
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7
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0
0
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7
2
.
8
2
,
1
0
0
N
E
5
3
0
1
N
E
Benzene
1,2-Dichloroethane
Chloroform
1,3-Dichlorobenzene
cis-1,2-Dichloroethene
1,1-Dichloroethene
VO
L
A
T
I
L
E
O
R
G
A
N
I
C
C
O
M
P
O
U
N
D
S
b
y
E
P
A
8
2
6
0
B
(
µ
g
/
L
)
Isopropyl ether (IPE)
Methyl tertiary butyl ether
(MTBE)
Toluene
Tetrachloroethene
(PCE)
Trichloroethene
(TCE)
Trichlorofluoromethane
1,1,2-TrichloroethaneXylenesAll Other Compounds
23
0
0
S
o
u
t
h
B
o
u
l
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v
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r
d
(
F
o
r
m
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t
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u
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d
WS
-
G
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-
8
1
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2
3
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0
6
N
D
N
D
3
.
5
N
D
N
D
N
D
N
D
N
D
N
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3.
0
ND
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D
N
D
N
D
N
D
WS
-
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W
-
9
1
0
/
2
3
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
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23
1
6
S
o
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B
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RJ
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G
W
-
1
1
0
/
2
3
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0
6
N
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N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
RJ
-
G
W
-
2
1
0
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3
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0
6
1
0
N
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N
D
N
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N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
RJ
-
G
W
-
3
1
0
/
2
3
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
23
1
6
W
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L
L
*
1
0
/
1
8
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0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
2.
7
ND
N
D
N
D
N
D
N
D
N
D
24
0
0
S
o
u
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h
B
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l
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v
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2
.
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.
1
2
.
8
N
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N
D
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D
10
0
1.
7
J
0
.
5
6
J
N
D
N
D
N
D
MD
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G
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0
6
1
2
N
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1
.
1
1
.
7
N
D
N
D
N
D
N
D
N
D
78
0.
8
5
J
N
D
N
D
N
D
N
D
MD
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G
W
-
3
1
0
/
2
0
/
0
6
D
r
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G
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p
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R
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f
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a
l
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
MW
-
2
1
/
3
/
0
8
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
5.
0
ND
N
D
N
D
N
D
N
D
25
0
8
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2
5
2
2
S
o
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F
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t
a
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r
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e
s
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SB
-
G
W
-
1
1
0
/
1
9
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
4
.
3
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
SB
-
G
W
-
2
1
0
/
1
9
/
0
6
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
N
D
MW
-
3
(
D
S
C
A
)
1
/
4
/
0
8
0
.
7
0
N
D
0
.
9
8
N
D
N
D
N
D
N
D
N
D
29
4
0
ND
N
D
N
D
N
D
N
D
MW
-
3
(
D
S
C
A
)
^
1/
2
5
/
0
8
0
.
8
2
N
D
0
.
8
8
N
D
N
D
N
D
N
D
N
D
51
5
3
ND
N
D
N
D
N
D
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Page 3 of 4
Pr
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Sa
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Barium
MercuryVolatile Petroleum Hydrocarbons (All Ranges)V PH/EPH MADEP Methods (µg/L)Extractable Petroleum Hydrocarbons (All Ranges)
Selenium
RC
R
A
M
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T
A
L
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Me
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µ
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Lead
Chromium
SE
M
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N
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C
C
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P
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N
D
S
Me
t
h
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2
7
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(
µ
g
/
L
)
All Other Compounds
Naphthalene
2-Methylnaphthalene
Ch
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S
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Page 4 of 4
Pr
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p
e
r
t
y
L
o
c
a
t
i
o
n
/
Sa
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p
l
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I
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MercuryVolatile Petroleum Hydrocarbons (All Ranges)V PH/EPH MADEP Methods (µg/L)Extractable Petroleum Hydrocarbons (All Ranges)
Selenium
RC
R
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(
µ
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Naphthalene
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23
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a
r
d
(
F
o
r
m
e
r
M
c
D
o
n
a
l
d
'
s
R
e
s
t
a
u
r
a
n
t
)
MD
-
G
W
-
1
10
/
2
0
/
0
6
-
-
--
--
--
--
--
--
------
MD
-
G
W
-
2
10
/
2
0
/
0
6
-
-
--
--
--
--
--
--
------
MD
-
G
W
-
3
10
/
2
0
/
0
6
-
-
--
--
--
--
--
--
------
MW
-
2
1
/
3
/
0
8
N
D
ND
ND
14
0
ND
ND
ND
ND ----
MW
-
2
(
f
i
l
t
e
r
e
d
)
1/
3
/
0
8
-
-
--
--
41
5.
0
ND
ND
ND ----
25
0
8
/
2
5
2
2
S
o
u
t
h
B
o
u
l
e
v
a
r
d
(
F
o
r
m
e
r
D
r
y
C
l
e
a
n
e
r
a
n
d
G
a
s
S
t
a
t
i
o
n
P
r
o
p
e
r
t
i
e
s
)
SB
-
G
W
-
1
10
/
1
9
/
0
6
N
D
ND
ND
--
--
--
--
------
SB
-
G
W
-
2
10
/
1
9
/
0
6
N
D
ND
ND
--
--
--
--
------
MW
-
3
(
D
S
C
A
)
1/
4
/
0
8
N
D
ND
ND
74
81
ND
ND
ND ----
MW
-
3
-
f
i
l
t
e
r
e
d
(
D
S
C
A
)
1
/
4
/
0
8
-
-
--
--
ND
ND
ND
ND
ND ----
MW
-
5
(
D
S
C
A
)
1/
4
/
0
8
8
.
8
7.
5
ND
ND
5.
0
ND
ND
ND ----
MW
-
5
-
f
i
l
t
e
r
e
d
(
D
S
C
A
)
1
/
4
/
0
8
-
-
--
--
42
ND
ND
ND
ND ----
On
l
y
d
e
t
e
c
t
e
d
c
o
m
p
o
u
n
d
s
a
r
e
s
h
o
w
n
i
n
t
a
b
l
e
--
=
N
o
t
A
n
a
l
y
z
e
d
J
-
E
s
t
i
m
a
t
e
d
v
a
l
u
e
b
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t
w
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e
n
R
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p
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r
t
i
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g
L
i
m
i
t
a
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d
M
e
t
h
o
d
D
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t
e
c
t
i
o
n
L
i
m
i
t
ND
-
N
o
t
D
e
t
e
c
t
e
d
a
t
M
e
t
h
o
d
D
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n
L
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m
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t
µg
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L
=
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w
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(
2
L
)
NE
=
N
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*
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x
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Page 1 of 1
Pr
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p
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t
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Lo
c
a
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i
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n
/
Sa
m
p
l
e
I
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m
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r
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(d
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l
s
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)
p
H
Co
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v
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y
(u
S
/
c
m
)
Ox
i
d
a
t
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o
n
-
Re
d
u
c
t
i
o
n
Po
t
e
n
t
i
a
l
(m
i
l
l
i
v
o
l
t
s
)
Dis
s
o
l
v
e
d
Ox
y
g
e
n
(m
g
/
l
)
14
0
R
e
m
o
u
n
t
R
o
a
d
(
B
e
l
l
P
r
o
p
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r
t
y
)
MW
-
1
1
/
3
/
0
8
1
9
.
4
4
.
8
8
6
2
2
0
7
.
1
23
2
1
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u
n
a
v
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(
S
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h
e
r
n
C
o
m
f
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t
H
V
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C
)
MW
-
3
1
/
3
/
0
8
1
9
.
8
5
.
6
1
0
9
2
3
7
8
.
4
22
3
5
H
a
w
k
i
n
s
S
t
r
e
e
t
(
M
u
r
r
a
y
S
u
p
p
l
y
)
MW
-
5
1
/
3
/
0
8
1
7
.
2
5
.
5
2
3
2
1
9
9
6
.
4
22
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5
D
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n
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(
F
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m
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r
P
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s
s
l
e
y
S
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v
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s
)
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-
4
1
/
3
/
0
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1
8
.
6
5
.
5
1
7
8
2
0
2
9
.
2
24
0
0
S
o
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B
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v
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(
F
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D
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s
R
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t
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)
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-
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1
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1
8
.
5
5
.
3
3
3
0
2
3
2
-
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25
0
8
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5
2
2
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B
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v
a
r
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(
F
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a
s
S
t
a
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i
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n
P
r
o
p
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r
t
i
e
s
)
MW
-
3
(
D
S
C
A
)
1
/
4
/
0
8
1
9
.
5
5
.
2
1
3
1
2
0
3
2
.
3
MW
-
5
(
D
S
C
A
)
1
/
4
/
0
8
2
1
.
9
4
.
9
1
2
0
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5
5
4
.
0
No
t
e
s
:
Da
t
a
i
n
t
h
i
s
t
a
b
l
e
r
e
p
r
e
s
e
n
t
o
b
s
e
r
v
e
d
p
a
r
a
m
e
t
e
r
v
a
l
u
e
s
p
r
i
o
r
t
o
s
a
m
p
l
i
n
g
Ch
e
r
o
k
e
e
S
o
u
t
h
l
i
n
e
\
T
a
b
l
e
s
P
h
a
s
e
I
I
A
d
d
e
n
d
u
m
2
0
0
6
-
2
0
0
8
.
x
l
s
\
W
a
t
e
r
-
F
i
e
l
d
P
a
r
a
m
e
t
e
r
Appendix A
Boring Logs and Monitor Well
Construction Records
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
MW
-
1
-
1
4
-
1
6
Asphalt
Gravel-sand-silt (GM): Fill
clayey SILT (ML): reddish orange, slightly plastic, with a trace of fine sand
sandy SILT (MH): Tan, slightly plastic with fine
to medium sand
Traffic Rated Well Box
Hand auger from ground
surface to 4 feet bgs to clear
for potential utilities. Log soil
cuttings.
8" diameter borehole
Neat cement grout.
Bentonite chip seal
2" diameter Schedule 40 PVC
casing
#2 filter pack sand
2" diameter, 0.010" slot,
Schedule 40 PVC screen
2" diameter Schedule 40 PVC
end cap
Slough30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Page ofProject No. 11ERM NC, PC
140lbs 30"
19.61 0-15
2581
DE
P
T
H
(f
e
e
t
)
SAMPLES
Sa
m
p
l
e
No
.
Sa
m
p
l
e
Blo
w
Co
u
n
t
OV
M
Re
a
d
i
n
g
DESCRIPTION
NAME (USCS): color, moist, plast. density,structure.
WELL CONSTRUCTION
DETAILS AND/ORDRILLING REMARKS
HAMMER WEIGHT:
PROJECT:
BORING LOCATION:
DRILLING CONTRACTOR:
DRILLING METHOD:
DRILLING EQUIPMENT:
SAMPLING METHOD:
DROP:
Log of Well No. MW-01
DATE STARTED:DATE FINISHED:
TOTAL DEPTH (ft.): SCREEN INTERVAL (ft.):
DEPTH TO
WATER:
FIRST:24h DTW:CASING:
LOGGED BY:
DRILLER:REG. NO.
Thomas Fisher
De
p
t
h
f
t
.
NA
30
12/28/2007 12/28/2007
15-30
Cherokee Southline
140 Remount Rd., Charlotte, NC
Geologic Exploration
4.25" I.D. Hollow Stem Auger
Mobile Drill D-120
Split spoon and auger cutting returns
GROUND SURFACE ELEVATION:
Brian Thomas
742.83
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Sh
e
l
b
y
T
u
b
e
Fine sandy SILT (Root Mat) (OL): brown,
moist, organic, loose.
clayey SILT (ML): light reddish orange, dry.
Fine sandy SILT (MH): tan
Above ground protective
shroud
Hand auger from ground
surface to 4 feet bgs to clear
for potential utilities. Log soil
cuttings.
8" diameter borehole
Neat cement grout.
Bentonite chip seal
2" diameter Schedule 40 PVC
casing
#2 filter pack sand
2" diameter, 0.010" slot,
Schedule 40 PVC screen
2" diameter Schedule 40 PVC
end cap
Slough30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Page ofProject No. 11ERM NC, PC
NA NA
29.28 0-15
2581
DE
P
T
H
(f
e
e
t
)
SAMPLES
Sa
m
p
l
e
No
.
Sa
m
p
l
e
Blo
w
Co
u
n
t
OV
M
Re
a
d
i
n
g
DESCRIPTION
NAME (USCS): color, moist, plast. density,structure.
WELL CONSTRUCTION
DETAILS AND/ORDRILLING REMARKS
HAMMER WEIGHT:
PROJECT:
BORING LOCATION:
DRILLING CONTRACTOR:
DRILLING METHOD:
DRILLING EQUIPMENT:
SAMPLING METHOD:
DROP:
Log of Well No. MW-02
DATE STARTED:DATE FINISHED:
TOTAL DEPTH (ft.): SCREEN INTERVAL (ft.):
DEPTH TO
WATER:
FIRST:24h DTW:CASING:
LOGGED BY:
DRILLER:REG. NO.
Thomas Fisher
De
p
t
h
f
t
.
NA
30
12/28/2007 12/28/2007
15-30
Cherokee Southline
2400 South Blvd., Charlotte, NC
Geologic Exploration
4.25" I.D. Hollow Stem Auger
Mobile Drill D-120
Shelby tube and auger cutting returns
GROUND SURFACE ELEVATION:
Brian Thomas
751.24
26
24
22
20
18
16
14
12
10
8
6
4
2
0 Asphalt
Gravel-sand-silt (GM): Fill
clayey SILT (ML), light reddish orange, dry
Fine sandy SILT (MH), tan, with a trace of
weathered rock
Traffic Rated Well Box
Hand auger from ground
surface to 4 feet bgs to clear
for potential utilities. Log soil
cuttings.
8" nominal diameter borehole
Neat cement grout.
Bentonite chip seal
2" diameter Schedule 40 PVC casing
#2 filter pack sand
2" diameter, 0.010" slot,
Schedule 40 PVC screen
2" diameter Schedule 40 PVC
end cap
Slough
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Page ofProject No. 11ERM NC, PC
DE
P
T
H
(f
e
e
t
)
SAMPLES
Sa
m
p
l
e
No
.
Sa
m
p
l
e
Blo
w
Co
u
n
t
OV
M
Re
a
d
i
n
g
DESCRIPTION
NAME (USCS): color, moist, plast. density,structure.
WELL CONSTRUCTION
DETAILS AND/ORDRILLING REMARKS
HAMMER WEIGHT:
PROJECT:
BORING LOCATION:
DRILLING CONTRACTOR:
DRILLING METHOD:
DRILLING EQUIPMENT:
SAMPLING METHOD:
DROP:
Log of Well No. MW-03
GROUND SURFACE ELEVATION:
DATE STARTED:DATE FINISHED:
TOTAL DEPTH (ft.): SCREEN INTERVAL (ft.):
DEPTH TO
WATER:
FIRST: 24h DTW CASING:
LOGGED BY:
DRILLER:REG. NO.
Cherokee Southline
2321 Dunavant Street, Charlotte, NC
Geologic Exploration
4.25" I.D. Hollow Stem Auger
12/28/2007 12/28/2007
Mobile Drill D-120
25.0 10-25
Thomas Fisher
Brian Thomas
De
p
t
h
f
t
.
0-10
2581
10.81NA
733.17
Auger cutting returns
NA NA
30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Sh
e
l
b
y
T
u
b
e
Gravel-sand-silt (GM): Fill
clayey SILT (ML), light reddish orange, dry
Fine sandy SILT (MH), tan
Traffic Rated Well Box
Hand auger from ground
surface to 4 feet bgs to clear
for potential utilities. Log soil
cuttings.
8" diameter borehole
Neat cement grout.
Bentonite chip seal
2" diameter Schedule 40 PVC
casing
#2 filter pack sand
2" diameter, 0.010" slot,
Schedule 40 PVC screen
2" diameter Schedule 40 PVC
end cap
Slough30
28
26
24
22
20
18
16
14
12
10
8
6
4
2
0
Page ofProject No. 11ERM NC, PC
NA NA
DE
P
T
H
(f
e
e
t
)
SAMPLES
Sa
m
p
l
e
No
.
Sa
m
p
l
e
Blo
w
Co
u
n
t
OV
M
Re
a
d
i
n
g
DESCRIPTION
NAME (USCS): color, moist, plast. density,structure.
WELL CONSTRUCTION
DETAILS AND/ORDRILLING REMARKS
HAMMER WEIGHT:
PROJECT:
BORING LOCATION:
DRILLING CONTRACTOR:
DRILLING METHOD:
DRILLING EQUIPMENT:
SAMPLING METHOD:
DROP:
Log of Well No. MW-04
GROUND SURFACE ELEVATION:
DATE STARTED:DATE FINISHED:
TOTAL DEPTH (ft.): SCREEN INTERVAL (ft.):
DEPTH TO
WATER:
FIRST: 24h DTW CASING:
LOGGED BY:
DRILLER:REG. NO.
Cherokee Southline
2205 Dunavant Street, Charlotte, NC
Geologic Exploration
4.25" I.D. Hollow Stem Auger
Shelby tube and auger cutting returns
732.58
12/31/2007 12/31/2007
Mobile Drill D-120
30.0 15-30
Thomas Fisher
Brian Thomas
De
p
t
h
f
t
.
NA 16.77
0-15
2581
24
22
20
18
16
14
12
10
8
6
4
2
0
Sh
e
l
b
y
T
u
b
e
Asphalt
Gravel-sand-silt (GM): Fill
clayey SILT (ML): reddish orange, slightly
plastic
sandy SILT (MH): Tan, weathered rock
fragments at 18. Auger refusal at 23.
Traffic Rated Well Box
Neat cement grout
Hand auger from ground
surface to 4 feet bgs to clear
for potential utilities. Log soil
cuttings.
8" diameter boreholeBentonite chip seal
2" diameter Schedule 40 PVC
casing
#2 filter pack sand
2" diameter, 0.010" slot,
Schedule 40 PVC screen
2" diameter Schedule 40 PVC end cap
Slough
24
22
20
18
16
14
12
10
8
6
4
2
0
Page ofProject No. 11ERM NC, PC
NA NA
DE
P
T
H
(f
e
e
t
)
SAMPLES
Sa
m
p
l
e
No
.
Sa
m
p
l
e
Blo
w
Co
u
n
t
OV
M
Re
a
d
i
n
g
DESCRIPTION
NAME (USCS): color, moist, plast. density,structure.
WELL CONSTRUCTION
DETAILS AND/ORDRILLING REMARKS
HAMMER WEIGHT:
PROJECT:
BORING LOCATION:
DRILLING CONTRACTOR:
DRILLING METHOD:
DRILLING EQUIPMENT:
SAMPLING METHOD:
DROP:
Log of Well No. MW-05
GROUND SURFACE ELEVATION:
DATE STARTED:DATE FINISHED:
TOTAL DEPTH (ft.): SCREEN INTERVAL (ft.):
DEPTH TO
WATER:
FIRST: 24h DTW CASING:
LOGGED BY:
DRILLER:REG. NO.
Cherokee Southline
2235 Hawkins Street, Charlotte, NC
Geologic Exploration
4.25" I.D. Hollow Stem Auger
Shelby tube and auger cutting returns
727.97
12/31/2007 12/31/2007
Mobile Drill D-120
23.0 15-30
Thomas Fisher
Brian Thomas
De
p
t
h
f
t
.
NA 7.03
2581
0-15
Appendix B
Laboratory Analytical Data
Report - 2008
SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
ERM-Southeast, Inc
8000 Corporate Center Drive
Suite 200
Charlotte, NC 28226
Attention: Alan Martin
JA07030Lot Number:
Cherokee Green HawkProject Name:
01/15/2008Date Completed:
Paul Kim Biery
Project Manager
*JA07030*
This report shall not be reproduced, except in its entirety, without the written approval of Shealy Environmental Services, Inc.
The following non-paginated documents are considered part of this report: Chain of Custody Record and Sample Receipt Checklist.
Page: 1 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Case Narrative
ERM-Southeast, Inc
Lot Number: JA07030
SC DHEC No: 32010 NC DEHNR No: 329 NELAC No: E87653
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary following this Case Narrative. The sample
receiving date is documented in the header information associated with each sample.
Sample receipt, sample analysis, and data review have been performed in accordance with the most current approved NELAC standards, the
Shealy Environmental Services, Inc. ("Shealy") Quality Assurance Management Plan (QAMP), standard operating procedures (SOPs), and Shealy
policies. Any exceptions to the NELAC standards, the QAMP, SOPs or policies are qualified on the results page or discussed below.
If you have any questions regarding this report please contact the Shealy Project Manager listed on the cover page.
Page: 2 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
ERM-Southeast, Inc
Lot Number: JA07030
Sample Number Sample ID Matrix Date Sampled Date Received
001 01/03/2008 1135MW-1 Aqueous 01/07/2008
(1 sample)
Page: 3 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Executive Summary
ERM-Southeast, Inc
Lot Number: JA07030
Sample Sample ID Matrix Parameter Method Result Q Units Page
(0 detections)
Page: 4 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-1
JA07030-001
01/03/2008 1135
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1353 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B ND 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B ND 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B ND 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B ND 1ug/L0.50
Toluene 108-88-3 8260B ND 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 5 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-1
JA07030-001
01/03/2008 1135
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1353 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B ND 1ug/L0.50
Trichloroethene 79-01-6 8260B ND 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 97 52-138
Bromofluorobenzene 99 70-147
Toluene-d8 99 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 6 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-1
JA07030-001
01/03/2008 1135
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1814 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acenaphthene 83-32-9 8270C ND 1ug/L5.0
Acenaphthylene 208-96-8 8270C ND 1ug/L5.0
Acetophenone 98-86-2 8270C ND 1ug/L5.0
Anthracene 120-12-7 8270C ND 1ug/L5.0
Atrazine 1912-24-9 8270C ND 1ug/L5.0
Benzaldehyde 100-52-7 8270C ND 1ug/L25
Benzo(a)anthracene 56-55-3 8270C ND 1ug/L5.0
Benzo(a)pyrene 50-32-8 8270C ND 1ug/L5.0
Benzo(b)fluoranthene 205-99-2 8270C ND 1ug/L5.0
Benzo(g,h,i)perylene 191-24-2 8270C ND 1ug/L5.0
Benzo(k)fluoranthene 207-08-9 8270C ND 1ug/L5.0
1,1'-Biphenyl 92-52-4 8270C ND 1ug/L5.0
4-Bromophenyl phenyl ether 101-55-3 8270C ND 1ug/L5.0
Butyl benzyl phthalate 85-68-7 8270C ND 1ug/L10
Caprolactam 105-60-2 8270C ND 1ug/L25
Carbazole 86-74-8 8270C ND 1ug/L5.0
4-Chloro-3-methyl phenol 59-50-7 8270C ND 1ug/L5.0
4-Chloroaniline 106-47-8 8270C ND 1ug/L5.0
bis(2-Chloroethoxy)methane 111-91-1 8270C ND 1ug/L5.0
bis(2-Chloroethyl)ether 111-44-4 8270C ND 1ug/L5.0
bis(2-Chloroisopropyl)ether 108-60-1 8270C ND 1ug/L5.0
2-Chloronaphthalene 91-58-7 8270C ND 1ug/L5.0
2-Chlorophenol 95-57-8 8270C ND 1ug/L5.0
4-Chlorophenyl phenyl ether 7005-72-3 8270C ND 1ug/L5.0
Chrysene 218-01-9 8270C ND 1ug/L5.0
Di-n-butyl phthalate 84-74-2 8270C ND 1ug/L5.0
Di-n-octylphthalate 117-84-0 8270C ND 1ug/L5.0
Dibenzo(a,h)anthracene 53-70-3 8270C ND 1ug/L5.0
Dibenzofuran 132-64-9 8270C ND 1ug/L5.0
3,3'-Dichlorobenzidine 91-94-1 8270C ND 1ug/L25
2,4-Dichlorophenol 120-83-2 8270C ND 1ug/L5.0
Diethylphthalate 84-66-2 8270C ND 1ug/L5.0
Dimethyl phthalate 131-11-3 8270C ND 1ug/L5.0
2,4-Dimethylphenol 105-67-9 8270C ND 1ug/L5.0
4,6-Dinitro-2-methylphenol 534-52-1 8270C ND 1ug/L25
2,4-Dinitrophenol 51-28-5 8270C ND 1ug/L25
2,4-Dinitrotoluene 121-14-2 8270C ND 1ug/L10
2,6-Dinitrotoluene 606-20-2 8270C ND 1ug/L10
bis(2-Ethylhexyl)phthalate 117-81-7 8270C ND 1ug/L5.0
Fluoranthene 206-44-0 8270C ND 1ug/L5.0
Fluorene 86-73-7 8270C ND 1ug/L5.0
Hexachlorobenzene 118-74-1 8270C ND 1ug/L5.0
Hexachlorobutadiene 87-68-3 8270C ND 1ug/L5.0
Hexachlorocyclopentadiene 77-47-4 8270C ND 1ug/L25
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 7 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-1
JA07030-001
01/03/2008 1135
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1814 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Hexachloroethane 67-72-1 8270C ND 1ug/L5.0
Indeno(1,2,3-c,d)pyrene 193-39-5 8270C ND 1ug/L5.0
Isophorone 78-59-1 8270C ND 1ug/L5.0
2-Methylnaphthalene 91-57-6 8270C ND 1ug/L5.0
2-Methylphenol 95-48-7 8270C ND 1ug/L5.0
3 & 4-Methylphenol 106-44-5 8270C ND 1ug/L10
N-Nitrosodi-n-propylamine 621-64-7 8270C ND 1ug/L5.0
N-Nitrosodiphenylamine/Diphenylamine 86-30-6 8270C ND 1ug/L5.0
Naphthalene 91-20-3 8270C ND 1ug/L5.0
2-Nitroaniline 88-74-4 8270C ND 1ug/L10
3-Nitroaniline 99-09-2 8270C ND 1ug/L10
4-Nitroaniline 100-01-6 8270C ND 1ug/L10
Nitrobenzene 98-95-3 8270C ND 1ug/L5.0
2-Nitrophenol 88-75-5 8270C ND 1ug/L10
4-Nitrophenol 100-02-7 8270C ND 1ug/L25
Pentachlorophenol 87-86-5 8270C ND 1ug/L25
Phenanthrene 85-01-8 8270C ND 1ug/L5.0
Phenol 108-95-2 8270C ND 1ug/L5.0
Pyrene 129-00-0 8270C ND 1ug/L5.0
2,4,5-Trichlorophenol 95-95-4 8270C ND 1ug/L5.0
2,4,6-Trichlorophenol 88-06-2 8270C ND 1ug/L5.0
AcceptanceRun 1
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol 83 41-144
2-Fluorobiphenyl 82 37-129
2-Fluorophenol 77 24-127
Nitrobenzene-d5 82 38-127
Phenol-d5 79 28-128
Terphenyl-d14 78 10-148
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 8 of 8
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
C'i ...... L --ntra--4..-,l "fi--4..-~uul:u · l:Lt:u 1..1aLa
~
SHFALY ~
Client
Address
City
SHEALY ENVIRONMENTAL SERVICES, INC..
. . .u 106 Vantage Point Drive Clla1n of Custody Recor,., West Columbia, South Carolina 29172 Number
f':. Contact
\""' t-floc;\1-.., P ~}~,;:~,~r'.1
Sampler's Signature \J .._~l -"11-VV'.-a_y_b-ill,_N_o_. __ ....,.. ___ _
Teiepnone No., Fax No. 1 E-maii
q Telephone No. (803) 791-9700. Fax~
µ~ . \'-
Project Name c ~ .fJ'\~ -\)
State Zip Co.de X -r-1' ·-;;:;-r... ~. ------·-···--r . Analysis (Attach list if more space is needed.)
Printed Name\ ~ . JV""'-\.f ~ ··w
r . r i . ' t,,.....,_\~,..;c« --~1.,1. \i -7 NRA0478
1'_,},l,f ro~C f \:f. rf (.'"'.bl>: -~--::::;::::~---~ ---:._ -I ,_ -.> .. , , / //
Project No. P.O. No.
78788
Quote No.
Page of __
-~·,.Jo. .'!! _ No.ofContainers ~V ~ // 01/2210823.59 ·c;; Matnx . I , ~ Q_ by Preservat1Ve Type -~C'-,
Sample ID I Description Date Time c'.\J ~ ~ i:: ~ 0 8 _; ~ ~ · \ -·
(Containe'5 foe each sample may be combined on one Hne.)I \. o? I ii ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ w ~ Remarl<s I Coo/ec /.0.
. \-3 I\' ~'3 s I~ )< s '11 ~ ~'AJ -\ UDR
~~~~--~~-~~~~~~~~~-~-~~~~-+-~~---+---j,_..-1---+--+---+~+4-+l-+-I ·-+--~ ~i-----&------1----4 -----~~---
Possible Hazard Identification Sample Disposal Note: All samples are retained for six weeks from receipt
Flammable ~ Skin Irritant Unknown Return to Client Disposal by Lab unless other arrangements are made.
T~m Around Time R~uired (Prior lab approval required for expedited TAT.) ~......,, ~ (\ QC Requirements (Specify)
;t_standard ~ RlJt!h (Specify) _ .\ _, {\ --· l..Ji.\ \. 1
1. Relinquished by \;.----\----r O~~-me "'·. 1. Rece~. bi< Time _ \ M ·-,. · \r · r-,,. ,1 J . r • . \( ~ , :;,. "· , · 1 --o i , )o Lfd r: i \' 1 • X>
2. Relinquished by -\,~ Date Time 2. Received by Time
~~~~~--~-.~t?'~"~·+=--'1-~-~ -~--·---~~--~~~~
3. Relinquished by Date Time 3. Laboratory received by Date Time
Comments LAB USE ONLY
·-------------------------·-'--R_e_ce_i_ved on ice (Circle} Yes No Ice,_· P_a_c_k __ _ Receipt Temp. -;...-:;;.::.::.::.::.::.::;_~_c ____ _
DISTRIBUTION: WHITE & YELLOW-Return to laboratory with Sample(s). PINK-Field/Client Copy
Document Number: F-AD-012 Effective Date: 08-04-02
SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
ERM-Southeast, Inc
8000 Corporate Center Drive
Suite 200
Charlotte, NC 28226
Attention: Alan Martin
JA07031Lot Number:
Cherokee Green HawkProject Name:
01/11/2008Date Completed:
Paul Kim Biery
Project Manager
*JA07031*
This report shall not be reproduced, except in its entirety, without the written approval of Shealy Environmental Services, Inc.
The following non-paginated documents are considered part of this report: Chain of Custody Record and Sample Receipt Checklist.
Page: 1 of 6
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Case Narrative
ERM-Southeast, Inc
Lot Number: JA07031
SC DHEC No: 32010 NC DEHNR No: 329 NELAC No: E87653
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary following this Case Narrative. The sample
receiving date is documented in the header information associated with each sample.
Sample receipt, sample analysis, and data review have been performed in accordance with the most current approved NELAC standards, the
Shealy Environmental Services, Inc. ("Shealy") Quality Assurance Management Plan (QAMP), standard operating procedures (SOPs), and Shealy
policies. Any exceptions to the NELAC standards, the QAMP, SOPs or policies are qualified on the results page or discussed below.
If you have any questions regarding this report please contact the Shealy Project Manager listed on the cover page.
Page: 2 of 6
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
ERM-Southeast, Inc
Lot Number: JA07031
Sample Number Sample ID Matrix Date Sampled Date Received
001 01/03/2008 1135MW-1 (Filtered)Aqueous 01/07/2008
002 01/03/2008 1135MW-1 (Unfiltered)Aqueous 01/07/2008
(2 samples)
Page: 3 of 6
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Executive Summary
ERM-Southeast, Inc
Lot Number: JA07031
Sample Sample ID Matrix Parameter Method Result Q Units Page
001 MW-1 (Filtered)Aqueous Barium 6010B 0.041 mg/L 5
002 MW-1 (Unfiltered)Aqueous Barium 6010B 0.042 mg/L 6
002 MW-1 (Unfiltered)Aqueous Chromium 6010B 0.010 mg/L 6
(3 detections)
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106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-1 (Filtered)
JA07031-001
01/03/2008 1135
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1821 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0623 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.041 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 5 of 6
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-1 (Unfiltered)
JA07031-002
01/03/2008 1135
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1824 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0636 KJC 01/07/2008 2000 70963
2 3005A 6010B 1 01/11/2008 0222 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.042 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B 0.010 2mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 6 of 6
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
ERM-Southeast, Inc
8000 Corporate Center Drive
Suite 200
Charlotte, NC 28226
Attention: Alan Martin
JA07028Lot Number:
Cherokee Green HawkProject Name:
01/15/2008Date Completed:
Paul Kim Biery
Project Manager
*JA07028*
This report shall not be reproduced, except in its entirety, without the written approval of Shealy Environmental Services, Inc.
The following non-paginated documents are considered part of this report: Chain of Custody Record and Sample Receipt Checklist.
Page: 1 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Case Narrative
ERM-Southeast, Inc
Lot Number: JA07028
SC DHEC No: 32010 NC DEHNR No: 329 NELAC No: E87653
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary following this Case Narrative. The sample
receiving date is documented in the header information associated with each sample.
Sample receipt, sample analysis, and data review have been performed in accordance with the most current approved NELAC standards, the
Shealy Environmental Services, Inc. ("Shealy") Quality Assurance Management Plan (QAMP), standard operating procedures (SOPs), and Shealy
policies. Any exceptions to the NELAC standards, the QAMP, SOPs or policies are qualified on the results page or discussed below.
If you have any questions regarding this report please contact the Shealy Project Manager listed on the cover page.
Page: 2 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
ERM-Southeast, Inc
Lot Number: JA07028
Sample Number Sample ID Matrix Date Sampled Date Received
001 01/04/2008 1050MW-2 Unfiltered Aqueous 01/07/2008
002 01/03/2008 1315MW-3 Unfiltered Aqueous 01/07/2008
003 01/03/2008 1620MW-4 Unfiltered Aqueous 01/07/2008
004 01/03/2008 1455MW-5 Unfiltered Aqueous 01/07/2008
005 01/04/2008 1050MW-2 Filtered Aqueous 01/07/2008
006 01/03/2008 1315MW-3 Filtered Aqueous 01/07/2008
007 01/03/2008 1620MW-4 Filtered Aqueous 01/07/2008
008 01/03/2008 1455MW-5 Filtered Aqueous 01/07/2008
(8 samples)
Page: 3 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Executive Summary
ERM-Southeast, Inc
Lot Number: JA07028
Sample Sample ID Matrix Parameter Method Result Q Units Page
001 MW-2 Unfiltered Aqueous Trichloroethene 8260B 5.0 ug/L 6
001 MW-2 Unfiltered Aqueous Barium 6010B 0.14 mg/L 9
003 MW-4 Unfiltered Aqueous Chloroform 8260B 5.7 ug/L 15
003 MW-4 Unfiltered Aqueous cis-1,2-Dichloroethene 8260B 6.2 ug/L 15
003 MW-4 Unfiltered Aqueous Methyl tertiary butyl ether (MTBE)8260B 0.64 ug/L 15
003 MW-4 Unfiltered Aqueous Trichloroethene 8260B 26 ug/L 16
003 MW-4 Unfiltered Aqueous Chromium 6010B 0.0067 mg/L 19
004 MW-5 Unfiltered Aqueous Chloroform 8260B 0.50 ug/L 20
004 MW-5 Unfiltered Aqueous cis-1,2-Dichloroethene 8260B 1.7 ug/L 20
004 MW-5 Unfiltered Aqueous Tetrachloroethene 8260B 2.1 ug/L 20
004 MW-5 Unfiltered Aqueous Toluene 8260B 0.55 ug/L 20
004 MW-5 Unfiltered Aqueous 1,1,2-Trichloroethane 8260B 1.2 ug/L 21
004 MW-5 Unfiltered Aqueous Trichloroethene 8260B 160 ug/L 21
004 MW-5 Unfiltered Aqueous Barium 6010B 0.041 mg/L 24
005 MW-2 Filtered Aqueous Barium 6010B 0.041 mg/L 25
005 MW-2 Filtered Aqueous Chromium 6010B 0.0050 mg/L 25
008 MW-5 Filtered Aqueous Barium 6010B 0.043 mg/L 28
(17 detections)
Page: 4 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-2 Unfiltered
JA07028-001
01/04/2008 1050
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 0940 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B ND 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B ND 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B ND 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B ND 1ug/L0.50
Toluene 108-88-3 8260B ND 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 5 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-2 Unfiltered
JA07028-001
01/04/2008 1050
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 0940 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B ND 1ug/L0.50
Trichloroethene 79-01-6 8260B 5.0 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 110 52-138
Bromofluorobenzene 99 70-147
Toluene-d8 110 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 6 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-2 Unfiltered
JA07028-001
01/04/2008 1050
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1617 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acenaphthene 83-32-9 8270C ND 1ug/L5.0
Acenaphthylene 208-96-8 8270C ND 1ug/L5.0
Acetophenone 98-86-2 8270C ND 1ug/L5.0
Anthracene 120-12-7 8270C ND 1ug/L5.0
Atrazine 1912-24-9 8270C ND 1ug/L5.0
Benzaldehyde 100-52-7 8270C ND 1ug/L25
Benzo(a)anthracene 56-55-3 8270C ND 1ug/L5.0
Benzo(a)pyrene 50-32-8 8270C ND 1ug/L5.0
Benzo(b)fluoranthene 205-99-2 8270C ND 1ug/L5.0
Benzo(g,h,i)perylene 191-24-2 8270C ND 1ug/L5.0
Benzo(k)fluoranthene 207-08-9 8270C ND 1ug/L5.0
1,1'-Biphenyl 92-52-4 8270C ND 1ug/L5.0
4-Bromophenyl phenyl ether 101-55-3 8270C ND 1ug/L5.0
Butyl benzyl phthalate 85-68-7 8270C ND 1ug/L10
Caprolactam 105-60-2 8270C ND 1ug/L25
Carbazole 86-74-8 8270C ND 1ug/L5.0
4-Chloro-3-methyl phenol 59-50-7 8270C ND 1ug/L5.0
4-Chloroaniline 106-47-8 8270C ND 1ug/L5.0
bis(2-Chloroethoxy)methane 111-91-1 8270C ND 1ug/L5.0
bis(2-Chloroethyl)ether 111-44-4 8270C ND 1ug/L5.0
bis(2-Chloroisopropyl)ether 108-60-1 8270C ND 1ug/L5.0
2-Chloronaphthalene 91-58-7 8270C ND 1ug/L5.0
2-Chlorophenol 95-57-8 8270C ND 1ug/L5.0
4-Chlorophenyl phenyl ether 7005-72-3 8270C ND 1ug/L5.0
Chrysene 218-01-9 8270C ND 1ug/L5.0
Di-n-butyl phthalate 84-74-2 8270C ND 1ug/L5.0
Di-n-octylphthalate 117-84-0 8270C ND 1ug/L5.0
Dibenzo(a,h)anthracene 53-70-3 8270C ND 1ug/L5.0
Dibenzofuran 132-64-9 8270C ND 1ug/L5.0
3,3'-Dichlorobenzidine 91-94-1 8270C ND 1ug/L25
2,4-Dichlorophenol 120-83-2 8270C ND 1ug/L5.0
Diethylphthalate 84-66-2 8270C ND 1ug/L5.0
Dimethyl phthalate 131-11-3 8270C ND 1ug/L5.0
2,4-Dimethylphenol 105-67-9 8270C ND 1ug/L5.0
4,6-Dinitro-2-methylphenol 534-52-1 8270C ND 1ug/L25
2,4-Dinitrophenol 51-28-5 8270C ND 1ug/L25
2,4-Dinitrotoluene 121-14-2 8270C ND 1ug/L10
2,6-Dinitrotoluene 606-20-2 8270C ND 1ug/L10
bis(2-Ethylhexyl)phthalate 117-81-7 8270C ND 1ug/L5.0
Fluoranthene 206-44-0 8270C ND 1ug/L5.0
Fluorene 86-73-7 8270C ND 1ug/L5.0
Hexachlorobenzene 118-74-1 8270C ND 1ug/L5.0
Hexachlorobutadiene 87-68-3 8270C ND 1ug/L5.0
Hexachlorocyclopentadiene 77-47-4 8270C ND 1ug/L25
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 7 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-2 Unfiltered
JA07028-001
01/04/2008 1050
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1617 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Hexachloroethane 67-72-1 8270C ND 1ug/L5.0
Indeno(1,2,3-c,d)pyrene 193-39-5 8270C ND 1ug/L5.0
Isophorone 78-59-1 8270C ND 1ug/L5.0
2-Methylnaphthalene 91-57-6 8270C ND 1ug/L5.0
2-Methylphenol 95-48-7 8270C ND 1ug/L5.0
3 & 4-Methylphenol 106-44-5 8270C ND 1ug/L10
N-Nitrosodi-n-propylamine 621-64-7 8270C ND 1ug/L5.0
N-Nitrosodiphenylamine/Diphenylamine 86-30-6 8270C ND 1ug/L5.0
Naphthalene 91-20-3 8270C ND 1ug/L5.0
2-Nitroaniline 88-74-4 8270C ND 1ug/L10
3-Nitroaniline 99-09-2 8270C ND 1ug/L10
4-Nitroaniline 100-01-6 8270C ND 1ug/L10
Nitrobenzene 98-95-3 8270C ND 1ug/L5.0
2-Nitrophenol 88-75-5 8270C ND 1ug/L10
4-Nitrophenol 100-02-7 8270C ND 1ug/L25
Pentachlorophenol 87-86-5 8270C ND 1ug/L25
Phenanthrene 85-01-8 8270C ND 1ug/L5.0
Phenol 108-95-2 8270C ND 1ug/L5.0
Pyrene 129-00-0 8270C ND 1ug/L5.0
2,4,5-Trichlorophenol 95-95-4 8270C ND 1ug/L5.0
2,4,6-Trichlorophenol 88-06-2 8270C ND 1ug/L5.0
AcceptanceRun 1
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol 85 41-144
2-Fluorobiphenyl 80 37-129
2-Fluorophenol 82 24-127
Nitrobenzene-d5 82 38-127
Phenol-d5 84 28-128
Terphenyl-d14 54 10-148
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 8 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-2 Unfiltered
JA07028-001
01/04/2008 1050
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1801 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0418 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.14 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 9 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-3 Unfiltered
JA07028-002
01/03/2008 1315
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1002 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B ND 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B ND 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B ND 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B ND 1ug/L0.50
Toluene 108-88-3 8260B ND 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 10 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-3 Unfiltered
JA07028-002
01/03/2008 1315
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1002 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B ND 1ug/L0.50
Trichloroethene 79-01-6 8260B ND 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 109 52-138
Bromofluorobenzene 98 70-147
Toluene-d8 109 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 11 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-3 Unfiltered
JA07028-002
01/03/2008 1315
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1637 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acenaphthene 83-32-9 8270C ND 1ug/L5.0
Acenaphthylene 208-96-8 8270C ND 1ug/L5.0
Acetophenone 98-86-2 8270C ND 1ug/L5.0
Anthracene 120-12-7 8270C ND 1ug/L5.0
Atrazine 1912-24-9 8270C ND 1ug/L5.0
Benzaldehyde 100-52-7 8270C ND 1ug/L25
Benzo(a)anthracene 56-55-3 8270C ND 1ug/L5.0
Benzo(a)pyrene 50-32-8 8270C ND 1ug/L5.0
Benzo(b)fluoranthene 205-99-2 8270C ND 1ug/L5.0
Benzo(g,h,i)perylene 191-24-2 8270C ND 1ug/L5.0
Benzo(k)fluoranthene 207-08-9 8270C ND 1ug/L5.0
1,1'-Biphenyl 92-52-4 8270C ND 1ug/L5.0
4-Bromophenyl phenyl ether 101-55-3 8270C ND 1ug/L5.0
Butyl benzyl phthalate 85-68-7 8270C ND 1ug/L10
Caprolactam 105-60-2 8270C ND 1ug/L25
Carbazole 86-74-8 8270C ND 1ug/L5.0
4-Chloro-3-methyl phenol 59-50-7 8270C ND 1ug/L5.0
4-Chloroaniline 106-47-8 8270C ND 1ug/L5.0
bis(2-Chloroethoxy)methane 111-91-1 8270C ND 1ug/L5.0
bis(2-Chloroethyl)ether 111-44-4 8270C ND 1ug/L5.0
bis(2-Chloroisopropyl)ether 108-60-1 8270C ND 1ug/L5.0
2-Chloronaphthalene 91-58-7 8270C ND 1ug/L5.0
2-Chlorophenol 95-57-8 8270C ND 1ug/L5.0
4-Chlorophenyl phenyl ether 7005-72-3 8270C ND 1ug/L5.0
Chrysene 218-01-9 8270C ND 1ug/L5.0
Di-n-butyl phthalate 84-74-2 8270C ND 1ug/L5.0
Di-n-octylphthalate 117-84-0 8270C ND 1ug/L5.0
Dibenzo(a,h)anthracene 53-70-3 8270C ND 1ug/L5.0
Dibenzofuran 132-64-9 8270C ND 1ug/L5.0
3,3'-Dichlorobenzidine 91-94-1 8270C ND 1ug/L25
2,4-Dichlorophenol 120-83-2 8270C ND 1ug/L5.0
Diethylphthalate 84-66-2 8270C ND 1ug/L5.0
Dimethyl phthalate 131-11-3 8270C ND 1ug/L5.0
2,4-Dimethylphenol 105-67-9 8270C ND 1ug/L5.0
4,6-Dinitro-2-methylphenol 534-52-1 8270C ND 1ug/L25
2,4-Dinitrophenol 51-28-5 8270C ND 1ug/L25
2,4-Dinitrotoluene 121-14-2 8270C ND 1ug/L10
2,6-Dinitrotoluene 606-20-2 8270C ND 1ug/L10
bis(2-Ethylhexyl)phthalate 117-81-7 8270C ND 1ug/L5.0
Fluoranthene 206-44-0 8270C ND 1ug/L5.0
Fluorene 86-73-7 8270C ND 1ug/L5.0
Hexachlorobenzene 118-74-1 8270C ND 1ug/L5.0
Hexachlorobutadiene 87-68-3 8270C ND 1ug/L5.0
Hexachlorocyclopentadiene 77-47-4 8270C ND 1ug/L25
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 12 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-3 Unfiltered
JA07028-002
01/03/2008 1315
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1637 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Hexachloroethane 67-72-1 8270C ND 1ug/L5.0
Indeno(1,2,3-c,d)pyrene 193-39-5 8270C ND 1ug/L5.0
Isophorone 78-59-1 8270C ND 1ug/L5.0
2-Methylnaphthalene 91-57-6 8270C ND 1ug/L5.0
2-Methylphenol 95-48-7 8270C ND 1ug/L5.0
3 & 4-Methylphenol 106-44-5 8270C ND 1ug/L10
N-Nitrosodi-n-propylamine 621-64-7 8270C ND 1ug/L5.0
N-Nitrosodiphenylamine/Diphenylamine 86-30-6 8270C ND 1ug/L5.0
Naphthalene 91-20-3 8270C ND 1ug/L5.0
2-Nitroaniline 88-74-4 8270C ND 1ug/L10
3-Nitroaniline 99-09-2 8270C ND 1ug/L10
4-Nitroaniline 100-01-6 8270C ND 1ug/L10
Nitrobenzene 98-95-3 8270C ND 1ug/L5.0
2-Nitrophenol 88-75-5 8270C ND 1ug/L10
4-Nitrophenol 100-02-7 8270C ND 1ug/L25
Pentachlorophenol 87-86-5 8270C ND 1ug/L25
Phenanthrene 85-01-8 8270C ND 1ug/L5.0
Phenol 108-95-2 8270C ND 1ug/L5.0
Pyrene 129-00-0 8270C ND 1ug/L5.0
2,4,5-Trichlorophenol 95-95-4 8270C ND 1ug/L5.0
2,4,6-Trichlorophenol 88-06-2 8270C ND 1ug/L5.0
AcceptanceRun 1
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol 84 41-144
2-Fluorobiphenyl 88 37-129
2-Fluorophenol 92 24-127
Nitrobenzene-d5 90 38-127
Phenol-d5 89 28-128
Terphenyl-d14 71 10-148
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 13 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-3 Unfiltered
JA07028-002
01/03/2008 1315
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1802 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0425 KJC 01/07/2008 2000 70963
2 3005A 6010B 1 01/10/2008 0215 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B ND 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 2mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 14 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-4 Unfiltered
JA07028-003
01/03/2008 1620
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1024 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B 5.7 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B 6.2 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B 0.64 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B ND 1ug/L0.50
Toluene 108-88-3 8260B ND 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 15 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-4 Unfiltered
JA07028-003
01/03/2008 1620
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1024 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B ND 1ug/L0.50
Trichloroethene 79-01-6 8260B 26 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 111 52-138
Bromofluorobenzene 98 70-147
Toluene-d8 111 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 16 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-4 Unfiltered
JA07028-003
01/03/2008 1620
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1656 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acenaphthene 83-32-9 8270C ND 1ug/L5.0
Acenaphthylene 208-96-8 8270C ND 1ug/L5.0
Acetophenone 98-86-2 8270C ND 1ug/L5.0
Anthracene 120-12-7 8270C ND 1ug/L5.0
Atrazine 1912-24-9 8270C ND 1ug/L5.0
Benzaldehyde 100-52-7 8270C ND 1ug/L25
Benzo(a)anthracene 56-55-3 8270C ND 1ug/L5.0
Benzo(a)pyrene 50-32-8 8270C ND 1ug/L5.0
Benzo(b)fluoranthene 205-99-2 8270C ND 1ug/L5.0
Benzo(g,h,i)perylene 191-24-2 8270C ND 1ug/L5.0
Benzo(k)fluoranthene 207-08-9 8270C ND 1ug/L5.0
1,1'-Biphenyl 92-52-4 8270C ND 1ug/L5.0
4-Bromophenyl phenyl ether 101-55-3 8270C ND 1ug/L5.0
Butyl benzyl phthalate 85-68-7 8270C ND 1ug/L10
Caprolactam 105-60-2 8270C ND 1ug/L25
Carbazole 86-74-8 8270C ND 1ug/L5.0
4-Chloro-3-methyl phenol 59-50-7 8270C ND 1ug/L5.0
4-Chloroaniline 106-47-8 8270C ND 1ug/L5.0
bis(2-Chloroethoxy)methane 111-91-1 8270C ND 1ug/L5.0
bis(2-Chloroethyl)ether 111-44-4 8270C ND 1ug/L5.0
bis(2-Chloroisopropyl)ether 108-60-1 8270C ND 1ug/L5.0
2-Chloronaphthalene 91-58-7 8270C ND 1ug/L5.0
2-Chlorophenol 95-57-8 8270C ND 1ug/L5.0
4-Chlorophenyl phenyl ether 7005-72-3 8270C ND 1ug/L5.0
Chrysene 218-01-9 8270C ND 1ug/L5.0
Di-n-butyl phthalate 84-74-2 8270C ND 1ug/L5.0
Di-n-octylphthalate 117-84-0 8270C ND 1ug/L5.0
Dibenzo(a,h)anthracene 53-70-3 8270C ND 1ug/L5.0
Dibenzofuran 132-64-9 8270C ND 1ug/L5.0
3,3'-Dichlorobenzidine 91-94-1 8270C ND 1ug/L25
2,4-Dichlorophenol 120-83-2 8270C ND 1ug/L5.0
Diethylphthalate 84-66-2 8270C ND 1ug/L5.0
Dimethyl phthalate 131-11-3 8270C ND 1ug/L5.0
2,4-Dimethylphenol 105-67-9 8270C ND 1ug/L5.0
4,6-Dinitro-2-methylphenol 534-52-1 8270C ND 1ug/L25
2,4-Dinitrophenol 51-28-5 8270C ND 1ug/L25
2,4-Dinitrotoluene 121-14-2 8270C ND 1ug/L10
2,6-Dinitrotoluene 606-20-2 8270C ND 1ug/L10
bis(2-Ethylhexyl)phthalate 117-81-7 8270C ND 1ug/L5.0
Fluoranthene 206-44-0 8270C ND 1ug/L5.0
Fluorene 86-73-7 8270C ND 1ug/L5.0
Hexachlorobenzene 118-74-1 8270C ND 1ug/L5.0
Hexachlorobutadiene 87-68-3 8270C ND 1ug/L5.0
Hexachlorocyclopentadiene 77-47-4 8270C ND 1ug/L25
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 17 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-4 Unfiltered
JA07028-003
01/03/2008 1620
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1656 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Hexachloroethane 67-72-1 8270C ND 1ug/L5.0
Indeno(1,2,3-c,d)pyrene 193-39-5 8270C ND 1ug/L5.0
Isophorone 78-59-1 8270C ND 1ug/L5.0
2-Methylnaphthalene 91-57-6 8270C ND 1ug/L5.0
2-Methylphenol 95-48-7 8270C ND 1ug/L5.0
3 & 4-Methylphenol 106-44-5 8270C ND 1ug/L10
N-Nitrosodi-n-propylamine 621-64-7 8270C ND 1ug/L5.0
N-Nitrosodiphenylamine/Diphenylamine 86-30-6 8270C ND 1ug/L5.0
Naphthalene 91-20-3 8270C ND 1ug/L5.0
2-Nitroaniline 88-74-4 8270C ND 1ug/L10
3-Nitroaniline 99-09-2 8270C ND 1ug/L10
4-Nitroaniline 100-01-6 8270C ND 1ug/L10
Nitrobenzene 98-95-3 8270C ND 1ug/L5.0
2-Nitrophenol 88-75-5 8270C ND 1ug/L10
4-Nitrophenol 100-02-7 8270C ND 1ug/L25
Pentachlorophenol 87-86-5 8270C ND 1ug/L25
Phenanthrene 85-01-8 8270C ND 1ug/L5.0
Phenol 108-95-2 8270C ND 1ug/L5.0
Pyrene 129-00-0 8270C ND 1ug/L5.0
2,4,5-Trichlorophenol 95-95-4 8270C ND 1ug/L5.0
2,4,6-Trichlorophenol 88-06-2 8270C ND 1ug/L5.0
AcceptanceRun 1
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol 85 41-144
2-Fluorobiphenyl 89 37-129
2-Fluorophenol 91 24-127
Nitrobenzene-d5 88 38-127
Phenol-d5 87 28-128
Terphenyl-d14 80 10-148
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 18 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-4 Unfiltered
JA07028-003
01/03/2008 1620
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1806 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0431 KJC 01/07/2008 2000 70963
2 3005A 6010B 1 01/10/2008 0221 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B ND 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B 0.0067 2mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 19 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-5 Unfiltered
JA07028-004
01/03/2008 1455
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1414 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B 0.50 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B 1.7 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B ND 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B 2.1 1ug/L0.50
Toluene 108-88-3 8260B 0.55 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 20 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-5 Unfiltered
JA07028-004
01/03/2008 1455
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1414 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B 1.2 1ug/L0.50
Trichloroethene 79-01-6 8260B 160 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 96 52-138
Bromofluorobenzene 99 70-147
Toluene-d8 98 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 21 of 28
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-5 Unfiltered
JA07028-004
01/03/2008 1455
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1715 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acenaphthene 83-32-9 8270C ND 1ug/L5.0
Acenaphthylene 208-96-8 8270C ND 1ug/L5.0
Acetophenone 98-86-2 8270C ND 1ug/L5.0
Anthracene 120-12-7 8270C ND 1ug/L5.0
Atrazine 1912-24-9 8270C ND 1ug/L5.0
Benzaldehyde 100-52-7 8270C ND 1ug/L25
Benzo(a)anthracene 56-55-3 8270C ND 1ug/L5.0
Benzo(a)pyrene 50-32-8 8270C ND 1ug/L5.0
Benzo(b)fluoranthene 205-99-2 8270C ND 1ug/L5.0
Benzo(g,h,i)perylene 191-24-2 8270C ND 1ug/L5.0
Benzo(k)fluoranthene 207-08-9 8270C ND 1ug/L5.0
1,1'-Biphenyl 92-52-4 8270C ND 1ug/L5.0
4-Bromophenyl phenyl ether 101-55-3 8270C ND 1ug/L5.0
Butyl benzyl phthalate 85-68-7 8270C ND 1ug/L10
Caprolactam 105-60-2 8270C ND 1ug/L25
Carbazole 86-74-8 8270C ND 1ug/L5.0
4-Chloro-3-methyl phenol 59-50-7 8270C ND 1ug/L5.0
4-Chloroaniline 106-47-8 8270C ND 1ug/L5.0
bis(2-Chloroethoxy)methane 111-91-1 8270C ND 1ug/L5.0
bis(2-Chloroethyl)ether 111-44-4 8270C ND 1ug/L5.0
bis(2-Chloroisopropyl)ether 108-60-1 8270C ND 1ug/L5.0
2-Chloronaphthalene 91-58-7 8270C ND 1ug/L5.0
2-Chlorophenol 95-57-8 8270C ND 1ug/L5.0
4-Chlorophenyl phenyl ether 7005-72-3 8270C ND 1ug/L5.0
Chrysene 218-01-9 8270C ND 1ug/L5.0
Di-n-butyl phthalate 84-74-2 8270C ND 1ug/L5.0
Di-n-octylphthalate 117-84-0 8270C ND 1ug/L5.0
Dibenzo(a,h)anthracene 53-70-3 8270C ND 1ug/L5.0
Dibenzofuran 132-64-9 8270C ND 1ug/L5.0
3,3'-Dichlorobenzidine 91-94-1 8270C ND 1ug/L25
2,4-Dichlorophenol 120-83-2 8270C ND 1ug/L5.0
Diethylphthalate 84-66-2 8270C ND 1ug/L5.0
Dimethyl phthalate 131-11-3 8270C ND 1ug/L5.0
2,4-Dimethylphenol 105-67-9 8270C ND 1ug/L5.0
4,6-Dinitro-2-methylphenol 534-52-1 8270C ND 1ug/L25
2,4-Dinitrophenol 51-28-5 8270C ND 1ug/L25
2,4-Dinitrotoluene 121-14-2 8270C ND 1ug/L10
2,6-Dinitrotoluene 606-20-2 8270C ND 1ug/L10
bis(2-Ethylhexyl)phthalate 117-81-7 8270C ND 1ug/L5.0
Fluoranthene 206-44-0 8270C ND 1ug/L5.0
Fluorene 86-73-7 8270C ND 1ug/L5.0
Hexachlorobenzene 118-74-1 8270C ND 1ug/L5.0
Hexachlorobutadiene 87-68-3 8270C ND 1ug/L5.0
Hexachlorocyclopentadiene 77-47-4 8270C ND 1ug/L25
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 22 of 28
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-5 Unfiltered
JA07028-004
01/03/2008 1455
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1715 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Hexachloroethane 67-72-1 8270C ND 1ug/L5.0
Indeno(1,2,3-c,d)pyrene 193-39-5 8270C ND 1ug/L5.0
Isophorone 78-59-1 8270C ND 1ug/L5.0
2-Methylnaphthalene 91-57-6 8270C ND 1ug/L5.0
2-Methylphenol 95-48-7 8270C ND 1ug/L5.0
3 & 4-Methylphenol 106-44-5 8270C ND 1ug/L10
N-Nitrosodi-n-propylamine 621-64-7 8270C ND 1ug/L5.0
N-Nitrosodiphenylamine/Diphenylamine 86-30-6 8270C ND 1ug/L5.0
Naphthalene 91-20-3 8270C ND 1ug/L5.0
2-Nitroaniline 88-74-4 8270C ND 1ug/L10
3-Nitroaniline 99-09-2 8270C ND 1ug/L10
4-Nitroaniline 100-01-6 8270C ND 1ug/L10
Nitrobenzene 98-95-3 8270C ND 1ug/L5.0
2-Nitrophenol 88-75-5 8270C ND 1ug/L10
4-Nitrophenol 100-02-7 8270C ND 1ug/L25
Pentachlorophenol 87-86-5 8270C ND 1ug/L25
Phenanthrene 85-01-8 8270C ND 1ug/L5.0
Phenol 108-95-2 8270C ND 1ug/L5.0
Pyrene 129-00-0 8270C ND 1ug/L5.0
2,4,5-Trichlorophenol 95-95-4 8270C ND 1ug/L5.0
2,4,6-Trichlorophenol 88-06-2 8270C ND 1ug/L5.0
AcceptanceRun 1
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol 80 41-144
2-Fluorobiphenyl 84 37-129
2-Fluorophenol 90 24-127
Nitrobenzene-d5 93 38-127
Phenol-d5 93 28-128
Terphenyl-d14 75 10-148
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 23 of 28
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-5 Unfiltered
JA07028-004
01/03/2008 1455
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1807 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0451 KJC 01/07/2008 2000 70963
2 3005A 6010B 1 01/11/2008 0210 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.041 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 2mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 24 of 28
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-2 Filtered
JA07028-005
01/04/2008 1050
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1810 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0457 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.041 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B 0.0050 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 25 of 28
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-3 Filtered
JA07028-006
01/03/2008 1315
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1811 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0504 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B ND 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 26 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-4 Filtered
JA07028-007
01/03/2008 1620
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1812 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0530 KJC 01/07/2008 2000 70963
2 3005A 6010B 1 01/10/2008 0248 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B ND 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 2mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 27 of 28
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
MW-5 Filtered
JA07028-008
01/03/2008 1455
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1814 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0537 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.043 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 28 of 28
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Report of Analysis
ERM-Southeast, Inc
8000 Corporate Center Drive
Suite 200
Charlotte, NC 28226
Attention: Alan Martin
JA07029Lot Number:
Cherokee Green HawkProject Name:
01/17/2008Date Completed:
Paul Kim Biery
Project Manager
*JA07029*
This report shall not be reproduced, except in its entirety, without the written approval of Shealy Environmental Services, Inc.
The following non-paginated documents are considered part of this report: Chain of Custody Record and Sample Receipt Checklist.
Page: 1 of 18
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Case Narrative
ERM-Southeast, Inc
Lot Number: JA07029
SC DHEC No: 32010 NC DEHNR No: 329 NELAC No: E87653
This Report of Analysis contains the analytical result(s) for the sample(s) listed on the Sample Summary following this Case Narrative. The sample
receiving date is documented in the header information associated with each sample.
Sample receipt, sample analysis, and data review have been performed in accordance with the most current approved NELAC standards, the
Shealy Environmental Services, Inc. ("Shealy") Quality Assurance Management Plan (QAMP), standard operating procedures (SOPs), and Shealy
policies. Any exceptions to the NELAC standards, the QAMP, SOPs or policies are qualified on the results page or discussed below.
If you have any questions regarding this report please contact the Shealy Project Manager listed on the cover page.
GC/MS Volatiles
The surrogate toluene-d8 was recovered outside of the acceptance limits for -002 due to matrix interference.
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Sample Summary
ERM-Southeast, Inc
Lot Number: JA07029
Sample Number Sample ID Matrix Date Sampled Date Received
001 01/04/2008 1320DSCA-MW-3 Unfiltered Aqueous 01/07/2008
002 01/04/2008 1210DSCA-MW-5 Unfiltered Aqueous 01/07/2008
003 12/11/2007 1630Trip Blank Aqueous 01/07/2008
004 01/04/2008 1320DSCA-MW-3 Filtered Aqueous 01/07/2008
005 01/04/2008 1210DSCA-MW-5 Filtered Aqueous 01/07/2008
(5 samples)
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
SHEALY ENVIRONMENTAL SERVICES, INC.
Executive Summary
ERM-Southeast, Inc
Lot Number: JA07029
Sample Sample ID Matrix Parameter Method Result Q Units Page
001 DSCA-MW-3 Unfiltered Aqueous Chloroform 8260B 0.70 ug/L 5
001 DSCA-MW-3 Unfiltered Aqueous cis-1,2-Dichloroethene 8260B 0.98 ug/L 5
001 DSCA-MW-3 Unfiltered Aqueous Tetrachloroethene 8260B 29 ug/L 5
001 DSCA-MW-3 Unfiltered Aqueous Trichloroethene 8260B 40 ug/L 6
001 DSCA-MW-3 Unfiltered Aqueous Barium 6010B 0.074 mg/L 9
001 DSCA-MW-3 Unfiltered Aqueous Chromium 6010B 0.081 mg/L 9
002 DSCA-MW-5 Unfiltered Aqueous Trichloroethene 8260B 0.75 ug/L 11
002 DSCA-MW-5 Unfiltered Aqueous 2-Methylnaphthalene 8270C 7.5 ug/L 13
002 DSCA-MW-5 Unfiltered Aqueous Naphthalene 8270C 8.8 ug/L 13
002 DSCA-MW-5 Unfiltered Aqueous Barium 6010B 0.042 mg/L 14
002 DSCA-MW-5 Unfiltered Aqueous Chromium 6010B 0.0050 mg/L 14
003 Trip Blank Aqueous Chloroform 8260B 0.65 ug/L 15
005 DSCA-MW-5 Filtered Aqueous Barium 6010B 0.042 mg/L 18
(13 detections)
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Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-3 Unfiltered
JA07029-001
01/04/2008 1320
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1045 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B 0.70 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B 0.98 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B ND 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B 29 1ug/L0.50
Toluene 108-88-3 8260B ND 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 5 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-3 Unfiltered
JA07029-001
01/04/2008 1320
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1045 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B ND 1ug/L0.50
Trichloroethene 79-01-6 8260B 40 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 114 52-138
Bromofluorobenzene 100 70-147
Toluene-d8 113 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 6 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-3 Unfiltered
JA07029-001
01/04/2008 1320
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1735 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acenaphthene 83-32-9 8270C ND 1ug/L5.0
Acenaphthylene 208-96-8 8270C ND 1ug/L5.0
Acetophenone 98-86-2 8270C ND 1ug/L5.0
Anthracene 120-12-7 8270C ND 1ug/L5.0
Atrazine 1912-24-9 8270C ND 1ug/L5.0
Benzaldehyde 100-52-7 8270C ND 1ug/L25
Benzo(a)anthracene 56-55-3 8270C ND 1ug/L5.0
Benzo(a)pyrene 50-32-8 8270C ND 1ug/L5.0
Benzo(b)fluoranthene 205-99-2 8270C ND 1ug/L5.0
Benzo(g,h,i)perylene 191-24-2 8270C ND 1ug/L5.0
Benzo(k)fluoranthene 207-08-9 8270C ND 1ug/L5.0
1,1'-Biphenyl 92-52-4 8270C ND 1ug/L5.0
4-Bromophenyl phenyl ether 101-55-3 8270C ND 1ug/L5.0
Butyl benzyl phthalate 85-68-7 8270C ND 1ug/L10
Caprolactam 105-60-2 8270C ND 1ug/L25
Carbazole 86-74-8 8270C ND 1ug/L5.0
4-Chloro-3-methyl phenol 59-50-7 8270C ND 1ug/L5.0
4-Chloroaniline 106-47-8 8270C ND 1ug/L5.0
bis(2-Chloroethoxy)methane 111-91-1 8270C ND 1ug/L5.0
bis(2-Chloroethyl)ether 111-44-4 8270C ND 1ug/L5.0
bis(2-Chloroisopropyl)ether 108-60-1 8270C ND 1ug/L5.0
2-Chloronaphthalene 91-58-7 8270C ND 1ug/L5.0
2-Chlorophenol 95-57-8 8270C ND 1ug/L5.0
4-Chlorophenyl phenyl ether 7005-72-3 8270C ND 1ug/L5.0
Chrysene 218-01-9 8270C ND 1ug/L5.0
Di-n-butyl phthalate 84-74-2 8270C ND 1ug/L5.0
Di-n-octylphthalate 117-84-0 8270C ND 1ug/L5.0
Dibenzo(a,h)anthracene 53-70-3 8270C ND 1ug/L5.0
Dibenzofuran 132-64-9 8270C ND 1ug/L5.0
3,3'-Dichlorobenzidine 91-94-1 8270C ND 1ug/L25
2,4-Dichlorophenol 120-83-2 8270C ND 1ug/L5.0
Diethylphthalate 84-66-2 8270C ND 1ug/L5.0
Dimethyl phthalate 131-11-3 8270C ND 1ug/L5.0
2,4-Dimethylphenol 105-67-9 8270C ND 1ug/L5.0
4,6-Dinitro-2-methylphenol 534-52-1 8270C ND 1ug/L25
2,4-Dinitrophenol 51-28-5 8270C ND 1ug/L25
2,4-Dinitrotoluene 121-14-2 8270C ND 1ug/L10
2,6-Dinitrotoluene 606-20-2 8270C ND 1ug/L10
bis(2-Ethylhexyl)phthalate 117-81-7 8270C ND 1ug/L5.0
Fluoranthene 206-44-0 8270C ND 1ug/L5.0
Fluorene 86-73-7 8270C ND 1ug/L5.0
Hexachlorobenzene 118-74-1 8270C ND 1ug/L5.0
Hexachlorobutadiene 87-68-3 8270C ND 1ug/L5.0
Hexachlorocyclopentadiene 77-47-4 8270C ND 1ug/L25
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 7 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-3 Unfiltered
JA07029-001
01/04/2008 1320
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1735 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Hexachloroethane 67-72-1 8270C ND 1ug/L5.0
Indeno(1,2,3-c,d)pyrene 193-39-5 8270C ND 1ug/L5.0
Isophorone 78-59-1 8270C ND 1ug/L5.0
2-Methylnaphthalene 91-57-6 8270C ND 1ug/L5.0
2-Methylphenol 95-48-7 8270C ND 1ug/L5.0
3 & 4-Methylphenol 106-44-5 8270C ND 1ug/L10
N-Nitrosodi-n-propylamine 621-64-7 8270C ND 1ug/L5.0
N-Nitrosodiphenylamine/Diphenylamine 86-30-6 8270C ND 1ug/L5.0
Naphthalene 91-20-3 8270C ND 1ug/L5.0
2-Nitroaniline 88-74-4 8270C ND 1ug/L10
3-Nitroaniline 99-09-2 8270C ND 1ug/L10
4-Nitroaniline 100-01-6 8270C ND 1ug/L10
Nitrobenzene 98-95-3 8270C ND 1ug/L5.0
2-Nitrophenol 88-75-5 8270C ND 1ug/L10
4-Nitrophenol 100-02-7 8270C ND 1ug/L25
Pentachlorophenol 87-86-5 8270C ND 1ug/L25
Phenanthrene 85-01-8 8270C ND 1ug/L5.0
Phenol 108-95-2 8270C ND 1ug/L5.0
Pyrene 129-00-0 8270C ND 1ug/L5.0
2,4,5-Trichlorophenol 95-95-4 8270C ND 1ug/L5.0
2,4,6-Trichlorophenol 88-06-2 8270C ND 1ug/L5.0
AcceptanceRun 1
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol 80 41-144
2-Fluorobiphenyl 84 37-129
2-Fluorophenol 87 24-127
Nitrobenzene-d5 88 38-127
Phenol-d5 86 28-128
Terphenyl-d14 50 10-148
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 8 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-3 Unfiltered
JA07029-001
01/04/2008 1320
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1815 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0543 KJC 01/07/2008 2000 70963
2 3005A 6010B 1 01/11/2008 0216 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.074 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B 0.081 2mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 9 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-5 Unfiltered
JA07029-002
01/04/2008 1210
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1309 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B ND 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B ND 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B ND 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B ND 1ug/L0.50
Toluene 108-88-3 8260B ND 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 10 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-5 Unfiltered
JA07029-002
01/04/2008 1210
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1309 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B ND 1ug/L0.50
Trichloroethene 79-01-6 8260B 0.75 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 138 52-138
Bromofluorobenzene 138 70-147
Toluene-d8 N 138 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 11 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-5 Unfiltered
JA07029-002
01/04/2008 1210
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1754 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acenaphthene 83-32-9 8270C ND 1ug/L5.0
Acenaphthylene 208-96-8 8270C ND 1ug/L5.0
Acetophenone 98-86-2 8270C ND 1ug/L5.0
Anthracene 120-12-7 8270C ND 1ug/L5.0
Atrazine 1912-24-9 8270C ND 1ug/L5.0
Benzaldehyde 100-52-7 8270C ND 1ug/L25
Benzo(a)anthracene 56-55-3 8270C ND 1ug/L5.0
Benzo(a)pyrene 50-32-8 8270C ND 1ug/L5.0
Benzo(b)fluoranthene 205-99-2 8270C ND 1ug/L5.0
Benzo(g,h,i)perylene 191-24-2 8270C ND 1ug/L5.0
Benzo(k)fluoranthene 207-08-9 8270C ND 1ug/L5.0
1,1'-Biphenyl 92-52-4 8270C ND 1ug/L5.0
4-Bromophenyl phenyl ether 101-55-3 8270C ND 1ug/L5.0
Butyl benzyl phthalate 85-68-7 8270C ND 1ug/L10
Caprolactam 105-60-2 8270C ND 1ug/L25
Carbazole 86-74-8 8270C ND 1ug/L5.0
4-Chloro-3-methyl phenol 59-50-7 8270C ND 1ug/L5.0
4-Chloroaniline 106-47-8 8270C ND 1ug/L5.0
bis(2-Chloroethoxy)methane 111-91-1 8270C ND 1ug/L5.0
bis(2-Chloroethyl)ether 111-44-4 8270C ND 1ug/L5.0
bis(2-Chloroisopropyl)ether 108-60-1 8270C ND 1ug/L5.0
2-Chloronaphthalene 91-58-7 8270C ND 1ug/L5.0
2-Chlorophenol 95-57-8 8270C ND 1ug/L5.0
4-Chlorophenyl phenyl ether 7005-72-3 8270C ND 1ug/L5.0
Chrysene 218-01-9 8270C ND 1ug/L5.0
Di-n-butyl phthalate 84-74-2 8270C ND 1ug/L5.0
Di-n-octylphthalate 117-84-0 8270C ND 1ug/L5.0
Dibenzo(a,h)anthracene 53-70-3 8270C ND 1ug/L5.0
Dibenzofuran 132-64-9 8270C ND 1ug/L5.0
3,3'-Dichlorobenzidine 91-94-1 8270C ND 1ug/L25
2,4-Dichlorophenol 120-83-2 8270C ND 1ug/L5.0
Diethylphthalate 84-66-2 8270C ND 1ug/L5.0
Dimethyl phthalate 131-11-3 8270C ND 1ug/L5.0
2,4-Dimethylphenol 105-67-9 8270C ND 1ug/L5.0
4,6-Dinitro-2-methylphenol 534-52-1 8270C ND 1ug/L25
2,4-Dinitrophenol 51-28-5 8270C ND 1ug/L25
2,4-Dinitrotoluene 121-14-2 8270C ND 1ug/L10
2,6-Dinitrotoluene 606-20-2 8270C ND 1ug/L10
bis(2-Ethylhexyl)phthalate 117-81-7 8270C ND 1ug/L5.0
Fluoranthene 206-44-0 8270C ND 1ug/L5.0
Fluorene 86-73-7 8270C ND 1ug/L5.0
Hexachlorobenzene 118-74-1 8270C ND 1ug/L5.0
Hexachlorobutadiene 87-68-3 8270C ND 1ug/L5.0
Hexachlorocyclopentadiene 77-47-4 8270C ND 1ug/L25
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 12 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Semivolatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-5 Unfiltered
JA07029-002
01/04/2008 1210
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 3520C 8270C 1 01/11/2008 1754 GLR 01/08/2008 2130 71024
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Hexachloroethane 67-72-1 8270C ND 1ug/L5.0
Indeno(1,2,3-c,d)pyrene 193-39-5 8270C ND 1ug/L5.0
Isophorone 78-59-1 8270C ND 1ug/L5.0
2-Methylnaphthalene 91-57-6 8270C 7.5 1ug/L5.0
2-Methylphenol 95-48-7 8270C ND 1ug/L5.0
3 & 4-Methylphenol 106-44-5 8270C ND 1ug/L10
N-Nitrosodi-n-propylamine 621-64-7 8270C ND 1ug/L5.0
N-Nitrosodiphenylamine/Diphenylamine 86-30-6 8270C ND 1ug/L5.0
Naphthalene 91-20-3 8270C 8.8 1ug/L5.0
2-Nitroaniline 88-74-4 8270C ND 1ug/L10
3-Nitroaniline 99-09-2 8270C ND 1ug/L10
4-Nitroaniline 100-01-6 8270C ND 1ug/L10
Nitrobenzene 98-95-3 8270C ND 1ug/L5.0
2-Nitrophenol 88-75-5 8270C ND 1ug/L10
4-Nitrophenol 100-02-7 8270C ND 1ug/L25
Pentachlorophenol 87-86-5 8270C ND 1ug/L25
Phenanthrene 85-01-8 8270C ND 1ug/L5.0
Phenol 108-95-2 8270C ND 1ug/L5.0
Pyrene 129-00-0 8270C ND 1ug/L5.0
2,4,5-Trichlorophenol 95-95-4 8270C ND 1ug/L5.0
2,4,6-Trichlorophenol 88-06-2 8270C ND 1ug/L5.0
AcceptanceRun 1
Surrogate Q % Recovery Limits
2,4,6-Tribromophenol 86 41-144
2-Fluorobiphenyl 90 37-129
2-Fluorophenol 87 24-127
Nitrobenzene-d5 88 38-127
Phenol-d5 87 28-128
Terphenyl-d14 80 10-148
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 13 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-5 Unfiltered
JA07029-002
01/04/2008 1210
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1816 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0550 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.042 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B 0.0050 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 14 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
Trip Blank
JA07029-003
12/11/2007 1630
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1331 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Acetone 67-64-1 8260B ND 1ug/L10
Benzene 71-43-2 8260B ND 1ug/L0.50
Bromodichloromethane 75-27-4 8260B ND 1ug/L0.50
Bromoform 75-25-2 8260B ND 1ug/L0.50
Bromomethane (Methyl bromide)74-83-9 8260B ND 1ug/L0.50
2-Butanone (MEK)78-93-3 8260B ND 1ug/L10
Carbon disulfide 75-15-0 8260B ND 1ug/L0.50
Carbon tetrachloride 56-23-5 8260B ND 1ug/L0.50
Chlorobenzene 108-90-7 8260B ND 1ug/L0.50
Chloroethane 75-00-3 8260B ND 1ug/L0.50
Chloroform 67-66-3 8260B 0.65 1ug/L0.50
Chloromethane (Methyl chloride)74-87-3 8260B ND 1ug/L0.50
Cyclohexane 110-82-7 8260B ND 1ug/L0.50
1,2-Dibromo-3-chloropropane (DBCP)96-12-8 8260B ND 1ug/L0.50
Dibromochloromethane 124-48-1 8260B ND 1ug/L0.50
1,2-Dibromoethane (EDB)106-93-4 8260B ND 1ug/L0.50
1,2-Dichlorobenzene 95-50-1 8260B ND 1ug/L0.50
1,3-Dichlorobenzene 541-73-1 8260B ND 1ug/L0.50
1,4-Dichlorobenzene 106-46-7 8260B ND 1ug/L0.50
Dichlorodifluoromethane 75-71-8 8260B ND 1ug/L0.50
1,1-Dichloroethane 75-34-3 8260B ND 1ug/L0.50
1,2-Dichloroethane 107-06-2 8260B ND 1ug/L0.50
1,1-Dichloroethene 75-35-4 8260B ND 1ug/L0.50
cis-1,2-Dichloroethene 156-59-2 8260B ND 1ug/L0.50
trans-1,2-Dichloroethene 156-60-5 8260B ND 1ug/L0.50
1,2-Dichloropropane 78-87-5 8260B ND 1ug/L0.50
cis-1,3-Dichloropropene 10061-01-5 8260B ND 1ug/L0.50
trans-1,3-Dichloropropene 10061-02-6 8260B ND 1ug/L0.50
1,4-Dioxane 123-91-1 8260B ND 1ug/L5.0
Ethylbenzene 100-41-4 8260B ND 1ug/L0.50
2-Hexanone 591-78-6 8260B ND 1ug/L10
Isopropylbenzene 98-82-8 8260B ND 1ug/L0.50
Methyl acetate 79-20-9 8260B ND 1ug/L1.0
Methyl tertiary butyl ether (MTBE)1634-04-4 8260B ND 1ug/L0.50
4-Methyl-2-pentanone 108-10-1 8260B ND 1ug/L10
Methylcyclohexane 108-87-2 8260B ND 1ug/L5.0
Methylene chloride 75-09-2 8260B ND 1ug/L0.50
Styrene 100-42-5 8260B ND 1ug/L0.50
1,1,2,2-Tetrachloroethane 79-34-5 8260B ND 1ug/L0.50
Tetrachloroethene 127-18-4 8260B ND 1ug/L0.50
Toluene 108-88-3 8260B ND 1ug/L0.50
1,1,2-Trichloro-1,2,2-Trifluoroethane 76-13-1 8260B ND 1ug/L0.50
1,2,4-Trichlorobenzene 120-82-1 8260B ND 1ug/L0.50
1,1,1-Trichloroethane 71-55-6 8260B ND 1ug/L0.50
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 15 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
Volatile Organic Compounds by GC/MS
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
Trip Blank
JA07029-003
12/11/2007 1630
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 5030B 8260B 1 01/08/2008 1331 DLB 71060
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
1,1,2-Trichloroethane 79-00-5 8260B ND 1ug/L0.50
Trichloroethene 79-01-6 8260B ND 1ug/L0.50
Trichlorofluoromethane 75-69-4 8260B ND 1ug/L0.50
Vinyl chloride 75-01-4 8260B ND 1ug/L0.50
Xylenes (total)1330-20-7 8260B ND 1ug/L0.50
AcceptanceRun 1
Surrogate Q % Recovery Limits
1,2-Dichloroethane-d4 97 52-138
Bromofluorobenzene 98 70-147
Toluene-d8 99 76-125
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 16 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-3 Filtered
JA07029-004
01/04/2008 1320
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1818 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0610 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B ND 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 17 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1
RCRA Metals
Description:Matrix:
Date Received:
Client:Laboratory ID:
Date Sampled:
ERM-Southeast, Inc
DSCA-MW-5 Filtered
JA07029-005
01/04/2008 1210
01/07/2008
Aqueous
Run Prep Method Analytical Method Dilution Analysis Date Analyst Prep Date Batch
1 7470A 1 01/08/2008 1819 FLW 01/08/2008 1420 71028
1 3005A 6010B 1 01/09/2008 0616 KJC 01/07/2008 2000 70963
AnalyticalCAS
Parameter Number Method Result Q PQL Units Run
Arsenic 7440-38-2 6010B ND 1mg/L0.010
Barium 7440-39-3 6010B 0.042 1mg/L0.025
Cadmium 7440-43-9 6010B ND 1mg/L0.0020
Chromium 7440-47-3 6010B ND 1mg/L0.0050
Lead 7439-92-1 6010B ND 1mg/L0.010
Mercury 7439-97-6 7470A ND 1mg/L0.00010
Selenium 7782-49-2 6010B ND 1mg/L0.010
Silver 7440-22-4 6010B ND 1mg/L0.0050
J = Estimated result < PQL and > MDL
PQL = Practical quantitation limit B = Detected in the method blank E = Quantitation of compound exceeded the calibration range
P = The RPD between two GC columns exceeds 40%ND = Not detected at or above the PQL
Where applicable, all soil sample analysis are reported on a dry weight basis unless flagged with a "W"N = Recovery is out of criteria
_
Page: 18 of 18
106 Vantage Point Drive West Columbia, SC 29172 (803) 791-9700 Fax (803) 791-9111 www.shealylab.com
Shealy Environmental Services, Inc.
Level 1 Report v2.1