20180582 Ver 2_Pre-Dredging Assessment Plan-Rev1_2019-12-18_20191220

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Cashiers Lake
Jackson County
Cashiers, North Carolina
Headwater Project # A19-158.01
Prepared for:
Cashiers Canoe Club Development, LLC
PO Box 300849
Austin, Texas 78703

December 18, 2019

Pre-Dredging Assessment Plan

Pre-Dredging Assessment Plan—Revision 1
Cashiers Lake
Jackson County
Cashiers, North Carolina
Headwater Project # A19-158.01
December 18, 2019

Prepared for
Cashiers Canoe Club Development, LLC
PO Box 300849
Austin, Texas 78703

Prepared by
Headwater Geology, PLLC
43 College Place, Suite 212
Asheville, North Carolina 28801

_____________________________ ______________________________
Adam M. Tripp Mike H. Falknor
Cashiers Lake—Pre-Dredging Assessment Plan—Revision 1

Headwater Geology i
TABLE OF CONTENTS
Table of Contents ............................................................................................................. i
1 Introduction ............................................................................................................... 1
1.1 Background ........................................................................................................................ 1
1.1.1 DEQ Public Hearing—September 2019 ................................................................. 2
1.1.1.1 Regulatory Comment Response–Elevated Chromium ................................... 2
1.1.2 DEQ Public Hearing—Public Comments ............................................................... 3
2 Proposed Lake Sediment Assessment Activities ...................................................... 4
2.1 Initial Contaminants of Concern Review ............................................................................ 4
2.1.1 Consolidated Metco Facility ................................................................................... 5
2.1.1.1 Soil and Groundwater Assessment Report ..................................................... 5
2.1.1.2 Comprehensive Site Assessment ................................................................... 5
2.1.1.3 Plant Closure and Soil Remediation ............................................................... 6
2.1.1.4 Sample Analysis Summary ............................................................................. 6
2.1.2 Plastics Industry Information .................................................................................. 7
2.1.3 Cashiers Lake Sediment Sampling ........................................................................ 7
2.1.4 DEQ Comment – Requested Analyses .................................................................. 7
2.1.4.1 VOCs by EPA Method 8260 ........................................................................... 8
2.1.4.2 SVOCs by EPA Method 8270 ......................................................................... 8
2.1.4.3 Chlorinated Pesticides by EPA Method 8081 ................................................. 8
2.1.4.4 Poly-Chlorinated Bisphenols (PCBs) by EPA Method 8082 ........................... 9
2.1.4.5 Herbicides by EPA Method 8151 .................................................................... 9
2.1.4.6 Organophosphorus Pesticides by EPA Method 8141 ..................................... 9
2.1.4.7 Cyanide by Standard Method 4500 ................................................................ 9
2.1.4.8 Sulfide by Standard Method 4500 ................................................................ 10
2.1.4.9 RCRA Metals by EPA Method 6010C and 7471 .......................................... 10
2.2 Identification of Constituents of Concern .......................................................................... 10
2.3 Sediment Sampling–Cashiers Lake ................................................................................. 10
2.4 Summary Report .............................................................................................................. 12
3 References ............................................................................................................. 13

FIGURES
Figure 1 Site Location Map
Figure 2 Sample Location Map
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Headwater Geology ii
APPENDICES
Appendix A Soil and Groundwater Report—Tables and Figures (Besinger & Garrison
2007b)
Appendix B Comprehensive Site Assessment Report—Tables and Figures (Besinger &
Garrison 2008a)

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Headwater Geology 1
1 Introduction
Headwater Geology PLLC. (Headwater), on behalf of Cashiers Canoe Club Development, LLC
(CCCD), prepared this Pre-Dredging Assessment Plan—Revision 1 (Work Plan) for the
assessment of an approximate 6.5-acre portion of accumulated sediment within Cashiers Lake.
The subject area is located to the south of Frank Allen Road in Cashiers, Jackson County, North
Carolina (the Site). The lake location, and proposed dredging area, is shown on the attached
Figure 1 and Figure 2.
Headwater submitted a Pre-Dredging Assessment Plan, dated November 26, 2019 to the North
Carolina Department of Environmental Quality (DEQ). Based on verbal comments provided by
the DEQ, Headwater revised the Work Plan, as described herein.
This Work Plan contains a project background and a summary of comments obtained by the DEQ
during their public hearing. Headwater has also offered responses to comments provided by the
DEQ following the public hearing. Finally, a summary of the sediment assessment strategy and
methodology is provided.
1.1 Background
Cashiers lake was constructed in the early 1920’s. In order to address significant sediment
accumulation in the area where the Chattooga River discharges to Cashiers Lake, CCCD is
proposing to dredge accumulated sediment from this area. Headwater is not aware of any
previous sediment removal from the Site.
Headwater previously submitted a Pre-Dredge Environmental Review, dated December 14, 2018
for the Site (Headwater 2018). The scope of that review was discussed with, and approved by,
the DEQ as-well-as the Department of the Army (DA), and was completed in response to a June
28, 2018 DA Corps Comment and Request for Additional Information notice.
On November 28, 2018, six sediment samples (SB-1 0-2, SB-1 2-4, SB-2 0-2, SB-2 2-4, SB-3 0-
2, and SB-3 2-4) were collected from within the proposed dredging area of Cashiers Lake and
from two “background” locations (BG-1 0-2, BG-1 2-4, BG-2 0-2, and BG-2 2-4). Each sample
was collected at an area considered to be representative of Site conditions at that location.
At each location, sediment samples were collected from a 0-to-2 feet below grade surface (ft-bgs)
and a 2-to-4 ft-bgs depth interval. Additionally, four background samples were collected for
analysis of Resource Conservation Recovery Act (RCRA) metals from outside the proposed
dredging footprint at the same depths as the lake dredge samples. Samples were collected
utilizing a stainless-steel hand auger. The hand auger was decontaminated with an Alconox
solution and rinsed with de-ionized water before and between advancement at each sampling
point.
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Headwater Geology 2
Based on direction provided by Mr. Ervin Lane of the DEQ-Division of Waste Management
(DWM), sediment samples were analyzed for:

 Volatile Organic Compounds (VOCs)
 Semi-Volatile Organic Compounds (SVOCs) and
 RCRA metals

Sediment samples collected from the background locations were analyzed for RCRA metals only
No constituents were identified above the applicable regulatory limits with the exception of total
chromium in all 10 samples (including background samples). Headwater requested the laboratory
speciate total chromium to allow for a more thorough comparison to regulatory standards. The
results of the chromium speciation analysis indicated that trivalent chromium concentrations were
below applicable regulatory standards. Hexavalent chromium was not detected above laboratory
reporting limits in any sample analyzed (Headwater 2018).
1.1.1 DEQ Public Hearing—September 2019
Subsequently, a public hearing, regarding the Site dredging plan was held on September 5, 2019.
Based on comments received during the hearing and public comment period (July 29, 2019 to
October 7, 2019); the DEQ issued a second Request For Additional Information, dated October
28, 2019.
DEQ’s October 2019 letter included the following comment:
1) “…it was brought to the Division's attention during the hearing a plastics manufacturing
facility previously existed in Cashiers and that it may have had discharges upstream of
Cashiers Lake. It was also noted that sampling data provided to the Division indicated high
levels of Chromium. Please provide a proposed sediment sampling plan that includes all
constituents listed in 40 CFR EPA Appendix II to Part 258-List of Hazardous Inorganic and
Organic Constituents to ensure compliance with the May 2019 NCDEQ Preliminary Soil
Remediation Goals PSRGs. The sampling plan must include a detailed description of the
proposed locations and methodology for the proposed sampling. The Division
recommends following the guidance detailed in Part Ill of the EPA/USACE Evaluation of
Dredged Material Proposed For Discharge in Waters of the U.S. - Testing Manual (Inland
Testing Manual).”
Response to DEQ’s comments about chromium is described in the following section. A thorough
summary of documented releases, assessment, and remediation at the plastics manufacturing
facility is included in Section 2.1.1.
1.1.1.1 Regulatory Comment Response–Elevated Chromium
The October 28, 2019 Request for Additional Information provided by the DEQ incorrectly
references the identification of “high levels of Chromium” based from the findings of Headwater’s
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Headwater Geology 3
2018 Pre-Dredge Environmental Review. To clarify, initial sampling completed by Headwater
identified “total” chromium in excess of applicable regulatory standards; however, once chromium
speciation was completed, it was determined that trivalent chromium was below applicable
regulatory standards and that hexavalent chromium was not present in excess of laboratory
reporting limits.
1.1.2 DEQ Public Hearing—Public Comments
Public comments were submitted to the DEQ as oral comments during the public meeting and as
written comments during the public comment period. Headwater reviewed multiple written
comments as well as DEQ staff notes regarding oral comments. Multiple comments referenced
the plastics manufacturing facility located upstream of the Site. Some of these comments were
referenced in a letter sent from Mr. Scott Jones, Esq. with Barbour, Searson, Jones, and Cash,
Attorneys to the DEQ-DWR, dated October 7, 2019. Public comments documented in this letter
include references to potential historical releases from the plastics manufacturing facility that may
have resulted in the presence of contaminants in the lake sediment.
The Jones letter contained additional information relevant to this Work Plan, including:
 In the early 1970s, the Cashiers Plastics plant began manufacturing injection molded
plastic goods.
 One of the most common Priority Toxic Pollutants generated from the PM&F
manufacturing process is bis (2-ethylhexyl) phthalate (aka di(2-ethylhexyl) phthalate and
DEHP).
 Other common EPA Priority Toxic Pollutants generated as a result of the Plastics Molding
and Forming, manufacturing process are: phenol, zinc, di-n-butyl phthalate, and dimethyl
phthalate.
Note that bis(2-ethylhexyl)phthalate, di(2-ethylhexyl)phthalate and DEHP are synonyms for the
same compound.

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Headwater Geology 4
2 Proposed Lake Sediment Assessment Activities
Proposed lake sediment assessment activities were prepared in general accordance with the
requests detailed in the October 28, 2019 DEQ Request for Additional Information (Item 1) and
the Evaluation of Dredged Material Proposed for Discharge to Waters of the U.S – Testing Manual
(Inland Testing Manual) prepared by the United States Environmental Protection Agency (EPA)
and dated February 1998 (EPA 1998) and the Dam Removal Analysis Guidelines for Sediment,
prepared by the Advisory Committee on Water Information Subcommittee on Sedimentation,
Published by the US. Department of the Interior Bureau of Reclamation Technical Service Center
(TSC), dated December 2017 (TSC 2017)
Design of assessment activities (described herein) include an evaluation of potential sources of
contamination proximate to the Site in order to identify constituents of concern (COCs) that might
be present in Cashiers Lake sediment. Sediment samples collected in Cashiers Lake will then be
analyzed for those COCs.
This approach is supported by the Inland Testing Manual. Specifically, “Subpart G of the 404(b)(1)
guidelines requires the use of available information to make a preliminary determination
concerning the need for testing of the material proposed for dredging.” Further, “knowledge of the
proposed dredging site proximity to other sources of contamination as well as that gained from
previous testing, may be utilized to conclude that there is no reason to believe that contaminants
are present” (EPA 1998)
A summary of existing information regarding contaminants of concern as-well-as proposed
assessment is included in the following subsections.
2.1 Initial Contaminants of Concern Review
Headwater performed a search of incidents listed in the DEQ-Division of Waste Management Site
Locator Tool on November 25 and 26, 2019. An incident associated with the Consolidated Metco
facility was identified in a location adjacent to the Chatooga River, upstream of Cashiers Lake.
The location of the Consolidated Metco facility is shown on the attached Figure 2 and appears to
the plastics manufacturing facility referenced in DEQ and public comments. Additional minor
incidents, primarily associated with underground storage tank (UST) releases, were identified
within the watershed, but were not located adjacent to surface water bodies that would transport
contaminants to Cashiers Lake in appreciable amounts.
Headwater has reviewed existing environmental data for the former Consolidated Metco facility,
located upstream of the Site, general contaminant information associated with the plastics
industry, as well as sediment sampling previously performed in Cashiers Lake by Headwater in
order to perform a preliminary review of COCs.
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Headwater Geology 5
2.1.1 Consolidated Metco Facility
According to available DEQ documents, the Consolidated Metco was formerly located at 95
Plastic Plant Road, Cashiers, North Carolina, approximately 0.25-miles northwest of the Site. The
facility was constructed in 1970 and produced molded plastics parts for the trucking and other
industries. Process at the facility included the storage of raw materials (plastic pellets), injection
molding of plastic resins, sanding and finishing, and painting and coating, and assembly of plastic
parts (Besinger & Garrison [B&G] 2008)
According to documents available via the DEQ-DWM, Laserfiche website, soil samples were
initially collected from the facility in association with due diligence related to a potential property
transaction in January 15, 2007 (B&G 2007a). The results of that assessment identified volatile
and semi-volatile compounds (primarily petroleum-related constituents) in soil and recommend
further soil and groundwater review. As a result of this initial assessment, a release was attributed
to the operations of the facility. The then Department of Environment and Natural Resource
(DENR) issued a Notice of Violation (NOV) on March 7, 2007. That NOV references the facility
as Incident Number 88035 and requested further assessment and remediation of the Consolidate
Metco Plant.
2.1.1.1 Soil and Groundwater Assessment Report
In response to the March 7, 2007 NOV, Consolidate Metco engaged Besinger & Garrison (B&G)
to complete additional soil and groundwater review. B&G issued an August 21, 2007 Soil and
Groundwater Report. During this assessment approximately 50 soil and sediment samples and
10 groundwater samples were collected and analyzed (B&G 2007b).
The conclusions of the Soil and Groundwater Report did not identify impacts to groundwater
outside of the building footprint. Multiple compounds were detected in soil, but most were below
applicable standards. B&G recommended that more extensive groundwater monitoring be
completed within the building footprint and downgradient of the facility as-well-as the collection of
additional soil samples to further delineate identified impacts. Tables and figures from the B&G
August 2007 report are included in Appendix A. Figure 2 of B&G’s report shows three outfalls
discharging to the Chattooga River (referenced as Cashiers Creek on the figure). Outfall 001
appears to be associated with stormwater drainage from the access road to the facility, and Outfall
002 and 003 appear to be associated with stormwater drainage from the facility footprint (B&G
2007b).
2.1.1.2 Comprehensive Site Assessment
B&G later issued a Comprehensive Site Assessment (CSA) report in January of 2008. This
assessment included the collection of approximately 38 soil and sediment samples and 15
additional groundwater samples. The results of the CSA identified impacted soil; including
locations beneath a “hydraulic press room”, within a “drum storage area”, beneath a “storm drain
adjacent to the drum storage area”, and downgradient of stormwater “outfall 003”. Figures and
tables from the 2008 CSA are included in Appendix B.
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Headwater Geology 6
Additionally, assessment during the completion of the CSA, confirmed several locations of
impacted groundwater and soil. A recovery well was installed to remove petroleum product from
groundwater. The results of the CSA also identified the conveyance of impacted stormwater
downgradient of the facility via a stormwater outflow (Outfall 003). Soil assessment at this outflow
discharge identified oil and grease constituents in excess of the regulatory allowable limits. In
response, soil excavation and off-site disposal was engaged in the vicinity of the outflow
discharge, as-well-as in vicinity to the associated storm drain inlet, and a drum storage area. A
total of approximately 65 tons of impacted soil were removed for off-site disposal.
The CSA results indicated that plant demolition was planned for 2008, at which time further
remediation was recommended (B&G 2008a).
2.1.1.3 Plant Closure and Soil Remediation
Plant demolition occurred between February and April of 2008. After plant demolition was
completed, B&G engaged a series of soil excavation and disposal events between June 2008
and November 2008. The total amount of soil removed from the facility totaled approximately
2,275 tons (B&G 2008b).
Additionally, groundwater remediation pits and a free product recovery well were utilized to
address previously inaccessible areas and to recover free-phase product. After four events, the
pits and well were abandoned as infiltration of impacted groundwater was no longer observed.
Various additional assessment and reporting documents were provided by B&G to the DENR
through March 2009. In a Report of Additional Assessment Activities, dated March 2, 2009, B&G
requested that a No Further Action status be applied for on behalf of the Responsible Party,
Consolidated Metco.
On March 11, 2009 the DENR issued a Notice of No Further Action (NFA) regarding the
Consolidated Metco facility, Incident Number 88035. No additional facility-specific documentation
was available after this date.
2.1.1.4 Sample Analysis Summary
Soil, sediment, and groundwater evaluation at the Consolidated Metco facility consisted primarily
of analysis of Volatile Organic Compounds (VOCs) by EPA Method 8260 and Semi-Volatile
Organic Compounds (SVOCs) by EPA Method 8270. Additionally, analysis included Metals by
EPA Method 6010 and 7471, and Polychlorinated Biphenyls (PCBs) by Method. Additional
“screening level analysis” such as Oil and Grease by Method 9071, Diesel Range Organics (DRO)
by Method CA-LUFT and Gasoline Range Organics (GRO) by Method CA-LUFT was also
performed on some soil and sediment samples.
PCBs were not detected in soil. Multiple VOCs, SVOCs, were detected in soil at concentrations
exceeding the DEQ-Solid Waste Section, Underground Storage Tank (UST) Section Soil-to-
Groundwater Maximum Soil Contaminant Concentration Levels (MSCCs). Several samples
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Headwater Geology 7
contained Oil and Grease, DRO, and GRO exceeding screening levels. However, a screening
level for Oil and Grease is no longer used by the UST Section or other DEQ divisions. DRO and
GRO are considered to be screening level analysis, where an exceedance indicates that the
sample should also be analyzed for risk-based constituents which include VOCs, SVOCs, and
other petroleum fraction analyses, depending on what the source of the release was.
2.1.2 Plastics Industry Information
According to Table 4-1 of the Inland Testing Manual, the plastics industry is associated with
sediment impacts from acenaphthene and lead (EPA 1998). Acenaphthene is included in the
Method 8270 SVOC analysis and lead is included in the 6010 RCRA metals analysis.
Additional compounds that may be present include bis(2-ethylhexyl)phthalate, di-n-butyl
phthalate, and dimethyl phthalate, and phenol, which are all included in the Method 8270 SVOC
analysis (EPA 1984).
Other than low concentrations of lead, these compounds were not detected in the Cashiers Lake
sediment samples collected in 2018 (see Section 2.1.3.)
2.1.3 Cashiers Lake Sediment Sampling
Headwater performed a sediment assessment in Cashiers Lake as documented in the 2018 Pre-
Dredge Environmental Review. This assessment involved the collection of six primary sediment
samples and four background sample for analysis of VOCs, SVOCs, and RCRA metals. Sample
locations are shown on Figure 2.
The results of this assessment did not find any constituents in excess of the Preliminary Soil
Remediation Goals (PSRG). SVOCs were not detected above laboratory reporting limits. Only
two VOCs, toluene and p-isopropyltoluene were detected above the laboratory reporting limits.
Toluene was detected at a concentration of 0.0371 milligrams per kilogram (mg/kg) in only one
sample, which is below the most conservative PSRG, the Protection of Groundwater PSRG of
8.3 mg/kg. P-isopropyltoluene was detected at a concentration of 0.155 mg/kg, also below the
Protection of Groundwater PSRG of 1.24 mg/kg.
2.1.4 DEQ Comment – Requested Analyses
Based on an October 28, 2019 Request for Additional Information, the DEQ has requested that
pre-dredge assessment activities include analysis for all constituents listed in 40 CFR EPA
Appendix II Part 258 - List of Hazardous Inorganic and Organic Constituents (Appendix II). These
analyses include:
 VOCs by EPA Method 8260
 SVOCs by EPA Method 8270
 Chlorinated Pesticides by EPA Method 8081
 Poly-Chlorinated Bisphenols (PCBs) by EPA Method 8082
 Herbicides by EPA Method 8151
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Headwater Geology 8
 Organophosphorus Pesticides by EPA Method 8141
 Cyanide by Standard Method 4500
 Sulfide by Standard Method 4500
 RCRA Metals by EPA Method 6010C and 7471

A description of the constituents included in each of these analyses and their potential presence
in dredge sediment is included in the following sub-sections.
2.1.4.1 VOCs by EPA Method 8260
VOCs area class of chemicals that have a high vapor pressure at room temperature and easily
convert from a solid or liquid to a vapor. There are approximately 62 compounds that are reported
via the 8260 Method. VOCs are commonly used in chemical processes, as solvents and
degreasers, as additives to gasoline and other petroleum products and for a variety of additional
uses. They are both anthropogenically manufactured and naturally occurring. Common VOCs
include benzene, trichlorethylene, xylene, tetrachlorethlyene, toluene, etc. Health effects from
VOCs vary but typically include long-term effects such as cancer.
VOCs, specifically petroleum constituents were detected at the Metco facility. Two VOCs (toluene,
and p-isopropyltoluene) were detected in Site sediment during Headwater’s 2018 sediment
assessment. The concentration of these constituents was below applicable standards (Headwater
2018).
2.1.4.2 SVOCs by EPA Method 8270
SVOCs area sub-group of VOCs that have a higher boiling point and molecular weight than typical
VOCs. There are approximately 144 compounds that are reported via the 8270 Method. SVOCs
are commonly used in pesticides, ingredients in cleaning agents and personal care products,
additives to vinyl flooring, furniture, clothing, etc. SVOCs are also present in petroleum products
and coal/coal tar. They are both anthropogenically manufactured and naturally occurring.
Common SVOCs include acenaphthene, benzoic acid, bis(2-ethylhexyl)phthalate, 1,2-
dichlorobenzene, etc. Health effects from SVOCs vary but typically include long-term effects such
as cancer.
SVOCs, specifically petroleum constituents and bis(2-ethylhexyl)phthalate, a common plasticizer
were detected at the Metco facility.
2.1.4.3 Chlorinated Pesticides by EPA Method 8081
Chlorinated pesticides are a class of pesticides that have mostly been phased out for use in the
United States, predominantly during the 1970’s. There are approximately 24 compounds that are
reported via the 8081 Method. Chlorinated pesticides were used abundantly between the 1940s
and 1970s. They were phased out of use due to their toxicity and persistence in the environment.
Common chlorinated pesticides include DDT, Aldrin, Dieldrin, Endrin, etc.
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Headwater Geology 9
Chlorinated pesticides have not been sampled for at the Metco facility nor at the Site. However,
a source, such as a large agricultural facility, has not been identified in the vicinity of Cashiers
Lake or its tributaries. As such, the potential presence and concentration of these compounds in
lake sediments is expected to be consistent with the surrounding area.
2.1.4.4 Poly-Chlorinated Bisphenols (PCBs) by EPA Method 8082
PCBs are a group of chemicals manufactured for uses in scenarios where resistance to great
pressure or heat is required. PCBs were used as dielectric fluid in transformers as well as other
uses. There are approximately 8 compounds that are reported via the 8082 Method. PCBs were
used abundantly between the 1940s and 1970s and were phased out of use due to their toxicity
and persistence in the environment. Common PCBs include Aroclor 1254, Aroclor 1262, etc.
PCBs were not detected at the Metco facility. As such, the potential presence and concentration
of these compounds in lake sediments is expected to be consistent with the surrounding area.
2.1.4.5 Herbicides by EPA Method 8151
Herbicides are a group of chemicals used to control weeds or other unwanted plants. There are
approximately 19 compounds that are reported via the 8151 Method, many of which are still in
use. Some of these compounds have been phased out of use due to their toxicity. Common PCBs
include herbicides detected by Method 8151 include MCPA, 2,4-D, Dicamba, etc.
Herbicides have not been sampled for at the Metco facility or the Site. However, a source such
as a large agricultural facility, has not been identified in the vicinity of Cashiers Lake or its
tributaries. As such, the potential presence and concentration of these compounds in lake
sediments is expected to be consistent with the surrounding area.
2.1.4.6 Organophosphorus Pesticides by EPA Method 8141
Organophosphorus pesticides are a different class of pesticides than chlorinated pesticides, most
of which are still in use today. There are approximately 26 compounds that are reported via the
8141 Method. Common organophosphorus pesticides include Chlorpyrifos, Azinphos-methyl,
Coumaphos, etc.
Organophosphorus pesticides have not been sampled for at the Metco facility nor at the Site.
However, a source such as a large agricultural facility, has not been identified in the vicinity of
Cashiers Lake or its tributaries. As such, the potential presence and concentration of these
compounds in lake sediments is expected to be consistent with the surrounding area.
2.1.4.7 Cyanide by Standard Method 4500
Cyanide is a naturally occurring and man-made chemical compound that contains a carbon-
nitrogen bond. Cyanides are produced by bacteria and fungi found in many plants. Cyanide is
used in the mining industry, as pest control, and for some other uses
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Headwater Geology 10
Cyanide has not been sampled for at the Metco facility nor at the Site. However, a source such
as a large mining facility, has not been identified in the vicinity of Cashiers Lake or its tributaries.
As such, the potential presence and concentration of this compound in lake sediments is expected
to be consistent with the surrounding area.
2.1.4.8 Sulfide by Standard Method 4500
Sulfide is a naturally occuring anion of sulfer. Many important ores are sulfides. However,
dissolved sulfides are corrosive. Hydrogen sulfide is a toxic gas, produced by the decay of organic
matter.
Sulfide has not been sampled for at the Metco facility nor at the Site. Although hydrogen sulfide
may be produced during the decay of organic matter in sediment at the Site, it is expected to off-
gas and not to accumulate in significant quantities.
2.1.4.9 RCRA Metals by EPA Method 6010C and 7471
RCRA metals are a group of metals defined in the RCRA legislation passed in 1976. There are 8
metals that are reported via the 6010 and 7471 Methods. RCRA metals are naturally occurring in
minerals and soil but are also concentrated through anthropogenic processes. Common RCRA
metals include arsenic, barium, lead, and mercury.
RCRA metals have been sampled for both at the Metco facility and the Site. Although certain
metals have been detected at both the Site and the Metco facility, metals have not been detected
above applicable standards at either location.
2.2 Identification of Constituents of Concern
Headwater has reviewed the historical assessment data from the Metco facility, the Site, literature
related to plastics manufacturing, as well as comments provided by DEQ and the public in order
to identify COCs for further analysis at the Site. Only compounds that are suspected to be present
in Site sediment at concentrations above background levels are recommended for inclusion and
further analysis. Specifically, Headwater recommends that sediment at the Site be analyzed for
the following:
 VOCs by EPA Method 8260
 SVOCs by EPA Method 8270
2.3 Sediment Sampling–Cashiers Lake
Headwater understands that the Consolidated Metco facility operated upstream of the Site
between 1970 and 2007. This off-Site facility is associated with historical petroleum release and
is the primary identified source of potential contaminants to Site sediment. As Cashiers Lake was
constructed in the 1920s, the Metco facility operated for approximately one third of the period
during which expected sedimentation has occurred at the Site. Further, as the Metco facility
operated during a more recent timeframe, sediment that has deposited during its operation is
Cashiers Lake—Pre-Dredging Assessment Plan—Revision 1

Headwater Geology 11
expected to be closer to the surface and closer to the main channel flowing through deposited
sediment. The primary COC identified at the Metco facility is petroleum. Petroleum constituents
are generally soluble in water. Further, when diesel or fuel oil is spilled to surface water, it spreads
quickly to a thin film less than 0.0005 inches thick so that a relatively small release could impact
a large body of water. Based on these factors, contamination in sediment at the Site, if present,
is expected to be relatively homogenous and more concentrated in the areas adjacent to the main
channel(s) flowing through the deposited sediment.
Headwater utilized the Visual Sample Plan (Version 7.12, released April 25, 2019), geostatistical
software, provided by Pacific Northwest Laboratory, US Department of Energy to evaluate the
number of samples needed to locate a “hot spot” of certain size with 95% probability. The size of
the potential dredge area is 288,000-square-feet and Headwater is proposing a square grid
sample cell of 15 feet per side. Headwater assumed a “hot spot” shape and size of ellipses with
semi-major axis of 75 feet. Based on these parameters, a total of 18 samples spaced at a
maximum spacing of 112 feet would be required to achieve 95% probability of “hot spot” detection
(Pacific Northwest Laboratory, 2019). In order to further increase confidence of “hot spot
detection, Headwater will collect each of the samples as composite samples composed of three
(3) aliquots collected in a triangular shape, approximately 10 to 15 feet apart. Note that the sample
collected for VOC analysis will not be composited but will be collected discreetly from one of the
aliquot locations in order to avoid volatilization of contaminants and present more accurate
findings. Because three sediment sample locations (total of six samples) were collected and
analyzed for Site COCs during the 2018 assessment, Headwater is proposing to collect only 15
additional samples. Approximate historical sample locations and proposed sample locations are
shown on Figure 2.
Sample aliquots will be collected using a piston core sampler and will be collected from sediment
surface to a depth of 2 to 3 feet below sediment surface, a depth considered most likely to contain
potential COCs and consistent with the expected dredging depth. Sample preference will be for
fine-grained, organic sediment which is more likely to sorb contaminants (TSC 2017). Samples
technicians will also observe sediment samples for the presence of staining, odor, or debris that
may indicate the presence of contamination. If observed, sample preference will be for sediment
with indications of contamination. The aliquots will be mixed in a stainless-steel bowl or similar
container and composited into samples for laboratory analysis. A resealable plastic bag shall not
be used for compositing samples because of the risk of plasticizer (e.g. bis(2-
ethylhexyl)phthalate) cross contamination. Samples collected for VOC analysis will be collected
from one of the three aliquots and will not be composited.
The sediment samples will be transferred to laboratory supplied sample containers and placed in
a cooler on ice. The sample cooler will be delivered to a North Carolina-certified laboratory under
chain-of-custody protocol. Sediment samples will only be analyzed for Site COCs described in
Section 2.2
Cashiers Lake—Pre-Dredging Assessment Plan—Revision 1

Headwater Geology 12
2.4 Summary Report
Following completion of assessment activities, a summary report will be prepared. The report will
include field observations, tabulated sample analytical results compared to applicable standards,
a map showing the location of sample locations, a copy of the laboratory analytical report.
Sediment samples will be compared to the Health-Based PSRGs
Headwater will provide recommendations for additional assessment, if warranted, or
recommendations for sediment dredging and disposal methodology.
Cashiers Lake—Pre-Dredging Assessment Plan—Revision 1

Headwater Geology 13
3 References
Headwater 2018. Pre-Dredge Environmental Review. December 14
B&G 2007a. Initial Soil Sampling Report—Consolidated Metco, Inc. Cashiers Plant. February
2007
B&G 2007b. Soil and Groundwater Sampling Report—Consolidated Metco, Inc. Cashiers Plant.
August 2007
B&G 2008a. Comprehensive Site Assessment Report—Consolidated Metco, Inc. Cashiers
Plant. January 2008
B&G 2008b. Soil and Groundwater Remediation Report, Consolidated Metco, Inc. Cashiers
Plant. December 2008.
Pacific Northwest Laboratory. Visual Sample Plan Software, Version 7.12. April 25, 2019
TSC - Bureau of Reclamation 2017. Dam Removal Analysis Guidelines for Sediment. Advisory
Committee on Water Information Subcommittee on Sedimentation. December 2017
DEQ-Division of Waste Management Site Locator Tool. Incident #88035. Accessed between
November 25 and 26, 2019.
USEPA 1984. Development Document for Effluent Limitations Guidelines for Plastics Molding
and Forming. December 1984
USEPA 1998. Evaluation of Dredged Material Proposed for Discharge to Waters of the U.S –
Testing Manual (Inland Testing Manual). February 1998

FIGURES

SOURCE FIGURE 1SITE LOCATION MAP
Date:11/25/2019
Prepared by:NJC
USGS7.5-minute Topographic QuadranglesCashiers, North Carolina (1997)Contour Interval = 40 feet
0 2,000 4,0001,000 Feet
Cashiers Canoe ClubCashiers, Jackson CountyNorth CarolinaHeadwater Project # A19-1581 inch = 2,000 feet
Legend
Proposed dredging area
Site/Project area
!
!
!
!
!
#
#
#
###
#
##
#
#
#
#
##
BG-2
BG-1
SB-3
SB-2
SB-1
Chattooga RiverChattooga River
Cashiers Lake
SOURCE FIGURE 2PROPOSED DREDGE SAMPLELOCATION MAP
Date:12/18/2019
Prepared by:NJC
NC One MapOrthoimagery (2015)
ArcGIS OnlineWaterbodies and Rivers of JacksonCounty, NC
0 400 800200Feet
Cashiers Canoe ClubCashiers, Jackson CountyNorth CarolinaHeadwater Project # A19-1581 inch = 400 feet
LegendProposed dredging areaFormer Metco plant locationSurface watersProposed dredge sampling locationHeadwater 2018 sampling location#
Note: This is not a survey. All locations are approximate.
!
APPENDICES

APPENDIX A
Soil and Groundwater Report—Tables and
Figures (Besinger & Garrison 2007b)

M M r M r r r Ml M w M M M M M M a
U
V
E
TABLE V ConMet Cashiers
January 15 - 16, 2007 Sampling Event Results Summary
BORING
PARAMETER
SR-A-8
HZ-1
HZ-2
DS-1
DS-3
P-1
P-3
P-5
CR-1
CR-2
CR-3
1J0-1
MR-1
MR-2
MR-3
SD
PRlil,
BG
SED
Sail -to -Groundwater
Acetone
0.037
0.0052
0.012
1.6
0.58
0.062
0-27
0.16
$
2.81
m, -){ lenes
0.0022J
450E
O.057
5
Toluene
0,0012
0.0016
7
Bis(2-eth ihex ) ph,IlAate
0.77
0.46
1 .2J
7.1 R-05
0.86
0.81
30
58
15
35*'
1.2,4-Trimeth lbenzene
30
O,0075
8
1,3,5-Tdmoth 1benzene
15
0.005
7
2-13utanone
1.81
0.0017J
0.0045J
0.017
0.69
4-Isopropyltoluene
4.9
0,0023
-
Ethylbenzene
19
0,02
0-24
lsopropylbenzene
3.2
0-00092J
2
Naphthalene
4.0i2.6 R-05
0.0015
0.58
n-ButylBenzene
2.5
4
n-Propyl Benzene
1.2
2
o-Xylene
89
0,0083
5
soc-Bu (benzene
0.831
3
1 -Me t hylnaphthalene
5.4 R-05
--
2-Meth Ina hthalene
8.3 R-05
3
Oil & Grease
52,900
387
8820
ND
2300
2740
175
1 ND
1220
250*
DRO (C10 - C24)
739
41.1
256
4.21
52.1
440
40.3
106
901
40*
GRO C6 - C10
ND
NDJ
ND
ND
ND
2.49J
18.0
6 74J
ND
10'
Butylbenzylphthalate
0.0811
0-191
2400"
Phenol
0.58
0.79J
3600**
* Action Level of the Groundwater Section
" Remcdiation Goal of the Inactive Hazardous Sites Branch
E - Estimated
J - estimated
R-05: Sample was diluted resulting in elevated reporting limits
Shaded cells are above Cleanup Standard

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�j\3463• • 1' = 2000'
s> a .L `. `• v .. f.
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To oQuads
USGS Toposi
t - �•t `4;` _ ryy f Cashiers, NC
-`,-. ��� �+..y-�'`.. 1 ! F 7 f I t ii i, 1 ..".,� t•� y �1f _ --.J 9 �..� � `t � _ •` 4te s,, , t'
NOTES:
Scale 1 : 24,000
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www.delorme.com MN 0.0NV)
a un aac �m +ab
1" = 2,000.0 ft Data Zoom 13-0
FIGURE l SITE LOCATION MAP 95 Plastic Plant Road
Consolidated Metco, Inc: Cashiers, Jackson Co,, North Carolina

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APPENDIX B
Comprehensive Site Assessment Report—
Tables and Figures (Besinger & Garrison 2008a)

rr rr rr rr rr rr rr r �r ar r r rr err rr r� rr �r r�
TABLE 1: SOIL SAMPLE RESULTS - Mix Room, Solvent Reclaim, and Hazardous Waste Storage Areas
PARAMETER
_
MR-1
1/07
its-2
1107
MIS-3
-�7
~.. .. , . ,
SR -A 8 -
.1l07
MW2=5
.3/07
H?1.
1/07
HZ-2
1/07
MW3-5
3/07
Soil -to -
Groundwater
1VISCC
1,2,4-Trimeth lbenzene
<0.00091D
<0.00096D
<0.001
<0.00098D
<0.0012
<0.00091D
<0.00079D
<0.0011
7.5
1,3,5-Trimeth Ibenzene
<0.0007D
<0.00075D
<0.0008
<0.00076D
<0.00093
<0.00071D
<0.00061D
<0.00089
7.3
Acetone
0.58D
0.062
0.27
0.037D
0.016D
0.0052D
0.012D
0.094
2.8
m, -X lens
<0.00I8D
<0.0019D
<0.0021
0.0022J
<0.0024
<0.0018D
<0.0016D
<0.0023
5 (mixed)
o-X lens
<0.00081D
<0.00086D
<0.00091
<0.00087D
<0.0011
<0.00081D
<0.0007D
<0.001
5 (mixed)
Bis(2-eth lhex 1) hthalate
0.86
0.81
30
<0.13
NA
0.77
0.46
0.52
5.6
2-Butanone
<0.0015D
<0.0016D
0.0017J
<0.0016D
<0.002
<0.0015D
<0.0013D
0.019
17
4-Iso ro ltoluene
<0.0007D
<0.00075D
<0.0008
<0.00076D
<0.00093
<0.00071D
<0.00061D
<0.00089
---
cis-1,2-Dichloroethene
<0.00081D
<0.00086D
<0.00091
<0.00087D
<0.0011
<0.00081D
<0.0007D
<0.001
0.35
Eth lbenzene
<0.00091D
<0.00096D
<0.001
<0.00098D
<0.0012
<0.00091D
<0.00079D
<0.0011
4.6
Iso ro lbenzene
<0.00091D
<0.00096D
<0.001
<0.00098D
<0.0012
<0.00091D
<0.00079D
<0.0011
1.7
Methylene chloride
<0.00091D
<0.00096D
<0.001
<0.00098D
<0.0012
<0.00091D
<0.00079D
<0.0011
0.02
Naphthalene
<0.0007D
<0.00075D
<0.0008
<0.00076D
<0.00093
<0.00071D
<0.00061D
<0.00089
0.58
n-Propyl Benzene
<0.00081D
<0.00086D
<0.00091
<0.00087D
<0.00I1
<0.00081D
<0.0007D
<0.001
1.7
trans-1,2-Dichloroethene
<0.00091D
<0.00096D
<0.001
<0.00098D
<0.0012
<0.00091D
<0.00079D
<0.0011
0.54
Trichloroethene
<0.00081D
<0.00086D
<0.00091
<0.00087D
<0.0011
<0.00081D
<0.0007D
<0.001
0.018
n-But lbenzene
<0.00091D
<0.00096D
<0.001
<0.00098➢
<0.0012
<0.00091D
<0.00079D
<0.0011
4.3
sec -But lbenzene
<0.0007D
<0.00075D
<0.0008
<0.00076D
<0.00093
<0.00071D
<0.00061D
<0.00089
3.3
Toluene
<0.00091D
<0.00096D
<0.001
0.0012D
<0.0012
<0.00091D
<0.00079D
<0.0011
7.3
But lbenz 1 hthalate
0.081J
<0.042
<0.19
<0.042
NA
<0.038
<0.034
0.069J
2,400**
Benzoic Acid
<0.021
<0.021
<0.097
<0.021
NA
<0.019
<0.017
0.5
110
1,4-Dichlorobenzene
<0.00081D
<0.00086D
<0.00091
<0.00087D
<0.0011
<0.00081D
<0.0007D
<0.001
0.023
Barium
NA
NA
NA
NA
NA
NA
NA
NA
848
Chromium
NA
NA
NA
NA
NA
NA
NA
NA
27
Nickel
NA
NA
NA
NA
NA
NA
NA
NA
320**
Zinc
NA
NA
NA
NA
NA
NA
NA
NA
4600**
Mercury
NA
NA
NA
NA
NA
NA
NA
NA
4.6 * *
Oil & Grease
NA
NA
NA
NA
NA
NA
NA
NA
250
Lead
NA
NA
NA
NA
NA
NA
NA
NA
270
Copper
NA
NA
NA
NA
NA
NA
NA
NA
620**
Chloroform
<0.00091D
<0.00096D
<0.001
<0.00098D
<0.0012
<0.00091D
<0.00079D
<0.0011
0.37
Tetrachloroethene
<0.0007D
<0.00075D
<0.0008
<0.00076D
<0.00093
<0.00071D
<0.00061D
<0.00089
0.0074
Carbon Disulfide
<0.002D
<0.0021D
<0.023
<0.0022D
<0.0026
<0.002D
<0.0017D
<0.0026
4.3
Benzene
<0.00091D
<0.00096D
<0.001
<0.00098D
<0.0012
<0.00091D
<0.00079D
<0.0011
0.0056
DRO (C 10 - C24
NA
NA
I NA
NA
NA
NA
NA
NA
40
GRO C6 - CIO
NA
NA
I NA
NA
NA
NA
NA
I NA
L 10
Phenol
<0.17
10.58
1 <0.78
<0.17
NA
<0.15
<0.14
1 <0.18
1 1.7
All results are in mg/kg, except trip blank results are in pg/L NA - Sample not analyzed
Shaded cells are above the cleanup standard ** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)
D - Data reported from a dilution
J- Estimated concentration; detected below the reporting limit

�► r� +■r �r �r r r �r r� �r r r� r rr �r �r r■� �r rr
TABLE 2: SOIL SAMPLE RESULTS - Empty Drum Storage Area
PARAMETER
DS-1
I/07
bS-3 .
1/07
SB 5=a
3L07
S9=5=6
3%U7
SB-6=2
3%07
SB-6-6SB-7-6
/07
3%07
3107
Soil -to -Groundwater`
MSCC
1,2,4-Trimeth Ibenzene
<0.0011
30D
0.45D
0.027
<0.00092
0.0029D
0.0057D
0.027
7.5
1,3,5-Trimeth lbenzene
<0.00088
15D
0.19D
0.02
<0.00072
0.0013D
0.0019D
0.017
7.3
Acetone
1.6
c3:3
2.OD
0.03
0.0042J, D
0.031D
0.12D
0.10
2.8
m, -X lens
<0.0023
1450E, D
2.7D
0.24
<0.0018
0.012D
0.13D
0.14
5 (mixed)
o-X lens
<0.001
89D
0.27D
0.036
<0.00082
<0.00089
0.019D
0.004
5 (mixed)
Bis(2-eth lhex 1) hthalate
1.2J
7.1D
0.36J
0.16
0.23J
<0.15
2.0
<0.16
5.6
2-Butanone
<0.0019
1.8J, D
<0.15
0.0043J
<0.0015
<0.0017
0.017D
<0.0023
17
44so ro ltoluene
<0.00088
0D
<0.07
0114036. ?,'
<0.00072
,,O40t30
<0.00073
0.00:17
---
cis- 1,2-Dichloroethene
<0.001
<O.g1D l
<0.08
0.03
<0.00082
<0.00089
<0.00083
<0.0012
0.35
Eth lbenzene
<0.0011
19D
<0.09
0.014
<0.00092
<0.001
0.0072D
<0.0014
4.6
Iso ro lbenzene
<0.0011
3.2D
<0.09
0.0021
<0.00092
0.0011J, D
0.0026D
0.0029
1.7
Methylene chloride
<0.00111:<-LOD
<0.09
0.0016
<0.00092
0.0014D
<0.00093
<0.0014
0.02
Naphthalene
<0.00088
4.OD
<0.07
0.0073
<0.00072
0.0025D
<0.00073
0.0035
0.58
n-Propyl Benzene
<0.001
1.2D
<0.08
0.0033
<0.00082
0.0016D
0.00095J, D
0.007
1.7
trans-1,2-Dichloroethene
<0.0011
<1.0D
<0.09
0.0036
<0.00092
<0.0010
0.00093
<0.0014
0.54
Trichloroethene
<0.001
<0.91D
<0.08
0.053
<0.00082
<0.00089
0.00083
<0.0012
0.018
n-But lbenzene
<0.00II
2.5D
<0.09
<0.0013
<0.00092
0.0048D
<0.00093
0.0047
4.3
sec -But Ibenzene
<0.00088
0.89J, D
<0.07
<0.001
<0.00072
0.0017D
<0.00073
0.0029
3.3
Toluene
<0.0011
<1.0D
<0.09
<0.0013
<0.00092
<0.001
0.0012D
<0.0014
7.3
But lbe 1 hthalate
<0.22
<0.21D
<0.04
<0.052
<0.04
<0.05
<0.04
<0.052
2,400**
Benzoic Acid
<0.11
<0.1D
<0.02
<0.026
<0.02
<0.025
<0.026
<0.026
110
1,4-Dichlorobenzene
<0.001
<0.91D
<0.08
<0.0012
<0.00082
<0.00089
<0.00083
<0.0012
0.023
Barium
NA
NA
NA
NA
NA
NA
NA
NA
848
Chromium
NA
NA
NA
NA
NA
NA
NA
NA
27
Nickel
NA
NA
NA
NA
NA
NA
NA
NA
320**
Zinc
NA
NA
NA
NA
NA
NA
NA
NA
4600**
Mercury
NA
NA
NA
NA
NA
NA
NA
NA
4.6**
Oil & Grease
NA
NA
NA
NA
NA
NA
NA
NA
250
Lead
NA
NA
NA
NA
NA
NA
NA
NA
270
Copper
NA
NA
NA
NA
NA
NA
NA
NA
620**
Chloroform
<0.0011
<1OD
<0.09
<0.0013
<0.00092
<0.001
<0.00093
<0.0014
0.37
Tetrachloroethene
<0.00088
<0.8D ;;
<OA7
<0.001
<0.00072
<0.00078
<0.00073
<0.0011
0.0074
Carbon Disulfide
<0.0025
<2.3D
<0.2
<0.0029
<0.0021
<0.0022
<0.0021
<0.003
4.3
Benzene
<0.0011
<1,OD
<0.09
<0.0013
<0.00092
<0.001
<0.00093
<0.0014
0.0056
Phenol
<0.87
<0.83D
<0.16
<0.21
<0.16
<0.2
<0.16
<0.21
1.7
Benzo(b)fluoranthene
<0.87
<0.83D
<0.081
<0.1
<0.08
1 <0.1
1 <0.08
<0.1
1.2
All results are in mg/kg except trip blank results are in pg/L NA - Sample not analyzed
D - Data reported from a dilution Shaded cells are above the cleanup standard
J- Estimated concentration; detected below the reporting limit
** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)

rs rr rr �r rr rr rr �r rr �r it �r rr r rr �r rs r rr
TABLE 2: SOIL SAMPLE RESULTS - Empty Drum Storage Area (page 2)
PARAMETER
SB $m2
3/07
SB-8-6
3/07 ;'
SB-9�2
3107
SB=9-6
3/07
SB-10-4
NOT
IIAZEX-1
8/07
HAZEX-2
8/07
AAZEX-4
8107
MWI1D-5
10/07
Soil -to -Groundwater
MSCC
1,2,4-Trimeth lbenzene
<0.001
<0.0013
<0.00095
<0.0011
<0.001
<0.0005
0.16
<0.0006
<0.0055
7.5
1,3,5-Trimeth lbenzene
<0.00079
<0.001
<0.00074
<0.00088
<0.00078
<0.0004
0.053
<0.0004
<0.0055
7.3
Acetone
0.058D
0.031
0.017D
0.018D
0.0095D
0.078
0.17
0.068
<0.111
2.8
m, -X lens
<0.002
<0.0026
<0.0019
<0.0023
<0.002
0.0019
0.27
<0.0011
<0.0111
5 (mixed)
o-X lens
<0.00091
<0.0012
<0.00084
<0.001
<0.00089
<0.0006
0.0054
<0.0007
<0.0055
5 (mixed)
Bis(2-eth lhex I)phthalate
<0.13
<0.15
<0.244
<0.288
<0.256
<0.12
<0.13
<0.14
1.94
5.6
2-Butanone
0.0073D
0.0028J
<0.0016
<0.0019
<0.0017
0.0053J
0.017
0.0031J
<0.111
17
4-Iso ro ltoluene
<0.00079
<0.001
<0.00074
<0.00088
<0.00078
<0.0005
0.0013
<0.0006
<0.0055
---
cis-1,2-Dichloroethene
<0.00091
<0.0012
<0.00084
0.042D
<0.00089
<0.001
<0.0008
<0.0011
<0.0055
0.35
Eth lbenzene
<0.001
<0.0013
<0.00095
<0.0011
<0.001
<0.0009
0.0018
<0.001
<0.0055
4.6
Iso ro lbenzene
<0.001
<0.0013
<0.00095
<0.001I
<0.001
<0.0006
0.0036
<0.0007
<0.0055
1.7
Methylene chloride
0.0013D
<0.0013
<0.00095
<0.0011
<0.001
0.0014J
0.002J
0.0018J
<0.0111
0.02
Naphthalene
<0.00079
<0.001
<0.00074
<0.00088
<0.00078
<0.0004
0.049
<0.0004
<0.0055
0.58
n-Propyl Benzene
<0.00091
<0.0012
<0.00084
<0.001
<0.00089
<0.0004
0.0079
<0.0004
<0.0055
1.7
trans-1,2-Dichloroethene
<0.001
<0.0013
<0.00095
0.0013D
<0.001
<0.0011
<0.0009
<0.0013
<0.0055
0.54
Trichloroethene
<0.00091
<0.0012
<0.00084
<0.001
<0.00089
<0.0005
<0.0004
<0.0006
<0.0055
0.018
n-But lbenzene
<0.001
<0.0013
<0.00095
<0.001I
<0.001
<0.0005
0.009
<0.0006
<0.0055
4.3
sec -But lbenzene
<0.00079
<0.001
<0.00074
<0.00088
<0.00078
<0.0005
<0.0004
<0.0006
<0.0055
3.3
Toluene
<0.001
<0.0013
<0.00095
<0.0011
<0.001
<0.0006
<0.0005
<0.0007
<0.0055
7.3
But lbenz 1 hthalate
<0.044
<0.05
<0.152
<0.179
0.277J
<0.041
<0.042
<0.047
<0.428
2,400**
Benzoic Acid
<0.022
<0.025
<0.038
<0.044
<0.04
<0.021
<0.021
<0.024
<2.14
110
1,4-Dichlorobenzene
<0.00091
<0.0012
<0.00084
<0.001
<0.00089
<0.0005
<0.0004
<0.0006
<0.428
0.023
Barium
NA
NA
NA
NA
NA
NA
NA
NA
NA
848
Chromium
NA
NA
NA
NA
NA
NA
NA
NA
NA
27
Nickel
NA
NA
NA
NA
NA
NA
NA
NA
NA
320**
Zinc
NA
NA
NA
NA
NA
NA
NA
NA
NA
4600**
Mercury
NA
NA
NA
NA
NA
NA
NA
NA
NA
4.6 * *
Oil & Grease
NA
NA
NA
NA
NA
NA
NA
NA
NA
250
Lead
NA
NA
NA
NA
NA
NA
NA
NA
NA
270
Copper
NA
NA
NA
NA
NA
NA
NA
NA
NA
620**
Chloroform
<0.001
<0.0013
<0.00095
<0.001I
<0.001
<0.0006
<0.0005
<0.0007
<0.0055
0.37
Tetrachloroethene
<0.00079
<0.001
<0.00074
<0.00088
<0.00078
0.0054
0.0095
0.01 LL
<0.0055
0.0074
Carbon Disulfide
<0.0023
<0.0029
<0.0021
<0.0025
<0.0022
<0.0011
0.0013
<0.0013
NA
4.3
Benzene
<0.001
<0.0013
<0.00095
<0.001I
<0.001
<0.0008
<0.0006
<0.0009
<0.0055
0.0056
Phenol
<0.18
<0.2
<0.152
<0.179
<0.159
<0.16
<0.17
<0.19
<0.428
1.7
Benzo(b)fluoranthene
<0.088
<0.1
<0.133
<0.156
<0.139
<0.082
0.14J
<0.094
<0.428
1.2
All results are in mg/kg, except trip blank results are in pg/L NA - Sample not analyzed
D - Data reported from a dilution Shaded cells are above the cleanup standard
J- Estimated concentration; detected below the reporting limit
** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)

TABLE 3: FIELD FID READINGS — MARCH 2O07 SAMPLING EVENT
W .#
(in feet)
(ppm)
1D #
initial/15 min.
SD-2
1.5 — 2
0/0
SD-2-2
5 — 5.5
0/0
SD-3
1-2
0/0
SD-3-2
5 — 5.5
0/0
SD-3-6
SD-4
1.5 - 2
0/0
SD-4-2
SB-5
0 — 0.67
240/240
1 — 1.5
80/270
2.5 — 3
50156
3.5 — 4
15/60
SB-5-4
5.5 — 6
206/391
SB-5-6
SB-6
0.5 — 2
0/0
SB-6-2
5 — 5.5
130/150
SB-6-6
SB-7
1.5 — 2
65/150
SB-7-2
5.5 — 6
208/550
SB-7-6
SB-8
0.5 — 2
15/80
SB-8-2
4-6
15/40
SB-8-6
SB-9
1.5 — 2
0/0
SB-9-2
5.5 — 6
0/0
SB-9-6
SB-10
3.5-4
8.3/41.9
SB-104
MW-1
0-3
0/0
MW1-5
MW-2
3-5
0/0
MW2-5
MW-3
5-7
15/200
MW3-5
10 — 12
16/140
MW-4
4-6
0/9.1
MW4-5

1
1
1
1
1
1
1
1
1
1
1
1
1
i
1
1
TABLE 4: FIELD FID READINGS — MAY 2007 SAMPLING EVENT
BUItING
D�
FID Reading�P,E
ID #
(ia feQtj
(Ppm)
init/is-
CR-4
3' — 6'
110/350
CR-4-3
CR-5
6" — 3'
0
3' — 6'
1200
CR-5
CR-6
6" — 3.5'
0/0
3.5' — 7'
2800/1800
CR-6
CR-7
6" — 3.5'
0/0
3.5' —5.5'
20/80
CR-8
6" — 4'
1100/1200
CR-8
CR-9
6" — 3.5'
0
3.5' — 7'
100
CR-9
UO-2
8" — 3'
0/0
3' — 4.5'
0/0
4.5' — 6'
0/0
UO-2
UO-4
6" — 1'
0/0
2.5' — 3'
0/0
5' — 5.5'
0/0
UO-4-5
7'— 8'
52
UO-5
2.5' — 3'
0/15
UO-5
3' — 5.5'
12/24
UO-5-4
UO-6
6" — 3'
0/0
3'— 4'
0/0
4' — 6'
0/0
7' — 7.5'
0/0
UO-6-7
SED-M1
6" — V
11.3/168.1
SED-M-1
SED-M2
6" —1'
0/0
SED-M-2
SED-M3
6" —1'
0/0
SED-Cl
6" — V
0/0
SED-C-1
SED-C2
0" — 6"
0/0
BG-2
6" — V
0/0
BG-2
OS-1
1' — 3'
10.2/14.6
4' — 6'
602/1550
OS-1
OS-2
F — 3'
0/0
OS-2
OS-3
1' — 3'
80/75
6'— 7'
140/240
OS-3
OS-5
1.5' — 2.5'
0/0
2.5' — 5'
0/0
OS5-2
OS-6
1.5' — 3.5'
0/10
5' — 7'
70/275
OS-6

TABLE 4: FIELD FID READINGS - MAY 2007 SAMPLING EVENT
1 (continued)
1
1
1
1
1
1
1
1
1
BORING'
DEPTH
FID Reading
SAMPLE
ID #
(in feet)
(ppm)
ID
init/15 Win
OS-7
6" - 3.5'
150/190
4' - 6'
2900/3350
OS-8
6" - 3'
60/98
OS-9
6" - 3.5'
19/75
4' - 6'
150/1500
OS-9
OS-10
6")-3.5)
800/2550
P-1-2
2.5' - 3'
0/0
6.5' - 7'
0/0
P-1-2-7
P-1-3
2.5'- 3'
0/0
6.5' - 7'
0/2.1
P-1-3-7
P-1-4
3' - 3.5'
0/0
P-1-4-3
P-1-5
2.5' - 3'
0/0
P-1-5-3
MW-5
5' - 5.5'
11.5/4.6
MW5-5
MW-6
3' - 3.5'
0/3.8
5.5' - 6'
41/48
MW6-5
MW-7
3' - 3.5'
3.2/33.4
5.5' - 6'
89.1/35.1
MW7-6
MW-8
3'- 3.5'
0/0
6.5' - 7'
0/0
MW8-7
9.5' -10'
0/0
MW-9
2.5' - 3'
31.5/34.2
6' - 6.5'
1531/867
MW9-7
9.53 -10'
2147/1715
MW-10
2' - 3'
0/0
3'- 7'
0/0
7'- 10'
0/0
MW 10-7
PR-2
2.5' - 3'
631/547
6' - 6.5'
843
PR-3
2.5' - 3'
0/1
PR-4
2.5' - 3'
62/96
4.5' - 5'
1457/1521
PR-5
1.5' - 3.5'
422/220
3.5' - 7'
950/1055
PR-5-7
PR-7
6" - 3.5'
0/0
4' - 6.5'
1200/1500
PR-8
6"- 3.5'
0/0
PR-9
5' - 5.5'
783/0
PR-9-5
PR-10
6" - 3.5'
0/0
3.5' - 7'
0/0
PR-10-7
PR-11
6"- 1.55
0/0
5'- 7'
0/0
PR-1 1-5
PR-12
2.5' - 3.5'
80/410
5'- 7'
1 290/635
1 PR-12-5

TABLE 5: SOIL SAMPLE RESULTS - Compressor Room
PARAMETER
GR-1
1/07
CR-2
4167
CR-3 :
1107
CR +�3R
_ 510fi
5
5107''
CR 6
5107
GR 8
SIOT,.,
CR
5107,
1VI�V4-5
3107
Soil-to-
Groundwater
MSCC
1,2,4-Trimethylbenzene
NA
NA
NA
<0.0011D
0.0006J
<0.0003
<0.0002
<0.0003
<0.00088
7.5
1,3,5-Trimeth lbenzene
NA
NA
NA
<0.00086D
0.0003J
<0.0003
<0.0002
<0.0003
<0.00068
7.3
Acetone
NA
NA
NA
0.058D
0.129
0.075
0.0171
0.0715
0.052D
2.8
m, -X lens
NA
NA
NA
<0.0022D
0.0013J
<0.0004
<0.0004
<0.0004
<0.0018
5 (mixed)
o-X lens
NA
NA
NA
<0.00098D
<0.0001
<0.0001
<0.0001
<0.0001
<0.00078
5 (mixed)
Bis(2-eth lhex 1) hthalate
NA
NA
NA
NA
NA
NA
NA
NA
<0.238
5.6
2-Butanone
NA
NA
NA
0.0038 J, D
0.0076
0.0031J
0.0036J
0.0052J
0.0049D
17
4-Isopropyholuene
NA
NA
NA
<0.00086D
<0.0007
<0.0006
<0.0006
0.0063
<0.00068
---
cis-1,2-Dichloroethene
NA
NA
NA
<0.00098D
0.0007J
0.0014
<0.0002
<0.0003
<0.00078
0.35
Eth lbenzene
NA
NA
NA
<0.0011D
0.0005J
<0.0003
<0.0002
0.0004J
<0.00088
4.6
Isopropylbenzene
NA
NA
NA
<0.0011D
<0.0003
<0.0003
<0.0002
<0.0003
<0.00088
1.7
Methylene chloride
NA
NA
NA
<0.0011D
<0.0007
<0.0006
<0.0006
<0.0007
0.00089J, D
0.02
Naphthalene
NA
NA
NA
<0.00086D
<0.0004
<0.0004
<0.0004
<0.0004
<0.00068
0.58
n-Propyl Benzene
NA
NA
NA
<0.00098D
<0.0003
<0.0003
<0.0002
<0.0003
<0.00078
1.7
trans-1,2-Dichloroethene
NA
NA
NA
<O.0011D<
<0.0004
<0.0004
<0.0004
<0.0004
<0.00088
0.54
Trichloroethene
NA
NA
NA
<0.00098D
<0.0001
<0.0001
<0.0001
<0.0001
<0.00078
0.018
n-But lbenzene
NA
NA
NA
<0.0011D
<0.0004
<0,0004
<0.0004
<0.0004
<0.00088
4.3
see-Butylbenzene
NA
NA
NA
<0.00086D
<0.0003
<0.0003
<0.0002
<0.0003
<0.00068
3.3
Toluene
NA
NA
NA
<0.0011D
0.0014
<0.0003
0.0102
<0.0003
<0.00088
7.3
But lbenz 1 hthalate
NA
NA
NA
NA
NA
NA
NA
NA
<0.148
21400**
Benzoic Acid
NA
NA
NA
NA
NA
NA
NA
NA
<0.037
110
1,4-Dichlorobenzene
NA
NA
NA
<0.00098D
<0.0001
<0.0001
<0.0001
<0.0001
<0.00078
0.023
Barium
NA
NA
NA
84.0
139
107
135
76.4
NA
848
Chromium
NA
NA
NA
9.64
10.6
14.7
8.77
11.0
NA
27
Nickel
NA
NA
NA
4.69
7.06
10.5
6.38
5.54
NA
320**
Zinc
NA
NA
NA
27.4
44.5
36.4
25.8
16.9
NA
4600**
Mercury
NA
NA
NA
0.079
0.079
0.059
0.03
0,065
NA
4.6**
Oil & Grease
<61
2300
2740
<70
<68
<73
<60
98J
NA
250
Lead
NA
NA
NA
3,92
3.7
1.71
1.57
2.47
NA
270
Copper
NA
NA
NA
<0.042
<0.041
<0.044
<0.036
<0.039
NA
620**
Chloroform
NA
NA
NA
<0.0011D
<0.0001
<0.0001
<0.0001
<0.0001
<0.00088
0.37
Tetrachloroethene
NA
NA
NA
<0.00086D
<0.0011
<0.001
<0.001
<0.001
<0.00068
0.0074
Carbon Disulfide
NA
NA
NA
<0.0025D
0.0008J
0.0006J
<0.0004
0.0006J
<0.002
4.3
Benzene
NA
NA
NA
<0.0011D
<0.0001
<0.0001
<0.0001
<0.0001
<0.00088
0.0056
DRO C10 - C24
4.21
52A
444 , ;
NA
NA
NA
NA
NA
NA
40
GRO (C6 - C10)
<1.93
<2.6
2.49J
NA
NA
NA
NA
NA
NA
10
All results are in mg/kg, except trip blank results are in ug/L NA - Sample not analyzed
Shaded cells are above the cleanup standard ** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)
D - Data reported from a dilution
J-Estimated concentration; detected below the reporting limit

TABLE 6: SOIL SAMPLE RESULTS - Used Oil Area
P ETEit
TJn I
1�7:
UO-
sro7
U0 4-5
sro7rox
UO 5
U0-5-4,
sm7
Ui)-�6,.;
Sail #a"
unawacr�r
Or 1VXSG :: `° ,
1,2,4-Trimeth lbenzene
NA
<0.0012
<0.0012D
<0.0012
<0.00097D
<0.0012
7.5
1,3,5-Trimethylbenzene
NA
<0.00092
<0.0009D
<0.0009.
<0.00075D
<0.00096
7.3
Acetone
NA
<0.0038
<0.0037D
0.02
0.021D
<0.004
2.8
m, -X lens
NA
<0.0024
<0.0023D
<0.0023
<0.0019D
<0.0025
5 (mixed)
o-X lens
NA
<0.001
<0.001D
<0.041
<0.00086D
<0.0011
5 (mixed)
Bis(2-eth lhex 1) hthalate
NA
NA
NA
NA
NA
NA
5.6
2-Butanone
NA
0.0026J
<0.0019D
0.0046J
0.0064D
<0.0021
17
4-Iso ropyltoluene
NA
<0.00092
<0.0009D
<0.0009
<0.00075D
<0.00096
---
cis-1,2-Dichloroethene
NA
<0,001
<0.001D
<0.001
<0.00086D
<0.0011
0.35
Eth lbenzene
NA
<0.0012
<0.0012D
<0.0012
<0,00097D
<0.0012
4.6
Isopropylbenzene
NA
<0.0012
<0.0012D
<0.0012
<0.00097D
<0.0012
1.7
Methylene chloride
NA
<0.0012
<0.0012D
<0.0012
<0.00097D
<0.0012
0.02
Naphthalene
NA
<0.00092
<0.0009D
<0.0009
<0.00075D
<0.00096
0.58
n-Pro yl Benzene
NA
<0.001
<0,001D
<0.001
<0.00086D
<0.0011
1.7
trans-1,2-Dichloroethene
NA
<0,0012
<0.0012D
<0.0012
<0,00097D
<0.0012
0.54
Trichloroethene
NA
<0,001
<0.001D
<0.001
<0.00086D
<0.0011
0.018
n-Butylbenzene
NA
<0,0012
<0.0012D
<0.0012
<0,00097D
<0.0012
4.3
sec -But lbenzene
NA
<0,00092
<0.0009D
<0.0009
<0.00075D
<0.00096
3.3
Toluene
NA
0.012
0.0094D
0.0015
0.012D
<0.0012
7.3
But lbenzyl hthalate
NA
NA
NA
NA
NA
NA
2,400**
Benzoic Acid
NA
NA
NA
NA
NA
NA
110
1,4-Dichlorobenzene
NA
<0.001
<0.001D
<0.001
<0.00086D
<0.0011
0.023
Barium
NA
77.2
92.0
89.0
65.1
96.1
848
Chromium
NA
6.15
8.82
10.7
14.3
7.3
27
Nickel
NA
6.2
5.35
7.48
7.33
4.91
320**
Zinc
NA
22.9
23.5
219
16.0
21.4
4600**
Mercury
NA
<0,0071
0.033
0.561
0.161
<0.007
4.6**
Oil & Grease
175
<71
<73
<71
73J
<74
250
Lead
NA
7.68
4.23
5.99
6.27
5.44
270
Copper
NA
<0.043
<0.044
0.383J
5.78
<0.045
620**
Chloroform
NA
<0.0012
<0.0012D
<0.0012
<0.00097D
<0.0012
0.37
Tetrachloroethene
NA
<0.00092
<0.0009D
<0.0009
<0.0075D
<0.00096
0.0074
Carbon Disulfide
NA
0.096
<0.0026D
<0.0026
<0.0022D
<0.0027
4.3
Benzene
NA
<0,0012
<0.0012D
<0.0012
<0.00097D
<0.0012
0.0056
DRO (C 10 - C24)0
NA
NA
NA
NA
NA
40
GRO (C6 - C10)
1$ bD;
NA
NA
NA
NA
NA
10
' All results are in mg/kg, except trip blank results are in µg/L
Shaded cells are above the cleanup standard
** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)
' D - Data reported from a dilution
J- Estimated concentration; detected below the reporting limit
NA - Sample not analyzed
1

TABLE 7: SOIL SAMPLE RESULTS - Storm Drain Area
PARAMETER "
SD
1107
SD-2-2
3107/07
'SD-3=2" ""
" _ !
SD-3-G
3/07 ""
SD=4-2
3/07:""
SDIM 1'
` Sf07 `
SDEX � "
" " $l07
SDEX 3
S107
SDEX-4
B107
SDEX S
8/07
MW13D
-4
10107
Soil -to -
Groundwater
MSGC
1,2,4-Trimeth lbenzene
0.0075D
<0.0011
<0.0009
<0.00091
<0.00099
0.017
0.0042
<0.0005
0.0012J
0.0013
<0.0061
7.5
1,3,5-Trimeth lbenzene
0.005D
<0.00088
<0.0007
<0.00071
<0.00077
0.0083
0.0008J
<0.0004
<0.0004
0.0006J
<0.0061
7.3
Acetone
0.16D
0.021
0.0067D
0.016D
0.023D
0.0092
0.033
0.07
0.027
0.033
0.217
2.8
m, -X lens
0.057D
<0.0023
<0.0018
<0.0018
<0.002
0.033
0.0034
<0.001
0.0025
<0.001
<0.0123
5 mixed
o-X lenes
0.0083D
<0.0010
<0.0008
<0.0008I
<0.00088
0.0054
0.001
<0.0006
<0.0006
<0.0006
<0.0061
5 mixed
Bts(2
eth lhex 1hthalate
58D
<0.266
<0.247
<0.270
NA
4.2
5.0
0.36J
0.22J
<0.12
<0.374
5.6
2-Butanone
0.0045J, D
<0.0019
1 <0.0015
<0.0015
<0.0016
<0.0021
0.0025J
0.0026J
<0.0025
1 <0.0024
<0.123
17
4-1sopropyltoluene
00023D
<0.00088
<0.0007
<0.00071
<0.00077
7014 L
00, ".
<0.0005
<0.0005
<0.0005
<0.0061
---
cis- 1,2-Dichloroethene
<0.0008D
<0.001
<0.0008
<0.00081
<0.00088
<0.0008
<0.0008
<0.001
<0.001
<0.001
<0.0061
0.35
Eth ]benzene
0.02D
<0.0011
<0.0009
<0.00091
<0.00099
0.0068
<0.0007
<0.0008
<0.0009
<0.0008
<0.0061
4.6
Isopropylbenzene
0.00092J, D
<0.0011
<0.0009
<0.00091
<0.00099
<0.0005
<0.0005
<0.0006
<0.0006
<0.0006
<0.0061
1.7
Methylene chloride
<0.0009D
0.0011J
0.00094J, D
<0.00091
<0.00099
0.001J
0.0006J
0.0007J
<0.0005
0.0015J
<0.0184
0.02
Naphthalene
0.0015D
<0.00088
<0.0007
<0,00071
<0.00077
0.0009J
<0.0003
<0.0004
<0.0004
<0.0004
<0.0061
0.58
n-Propyl Benzene
<0.0008D
<0.001
<0.0008
<0.00081
<0.00088
<0.0003
<0.0003
<0.0004
<0.0004
<0.0004
<0.0061
1.7
trans-1,2-Dichloroethene
<0.0009D
<0.0011
<0.0009
<0.00091
<0.00099
<0.0009
<0.0009
<0.001I
<0.001I
<0.0011
<0.0061
0.54
Trichloroethene
<0.0008D
<0.001
<0.0008
<0.00081
<0.00088
<0.0004
<0.0004
<0.0005
<0.0005
<0.0005
<0.0061
0.018
n-Bu lbenzene
<0.0009D
<0.0011
<0.0009
<0.00091
<0.00099
<0.0004
<0.0004
<0.0005
<0.0005
<0.0005
<0.0061
4.3
sec-Bu lbenzene
<0.0007D
<0.00088
<0.0007
<0.00071
<0.00077
0,0028
<0.0004
<0.0005
<0.0005
<0.0005
<0.0061
3.3
Toluene
0.0016D
<0.0011
<0.0009
<0.00091
<0.00099
<0.0009
<0.0005
<0.0006
<0.0006
<0.0006
<0.0061
7.3
Butylbenzylphthalate
<0.19
<0.165
<0.154
<0.168
NA
<0.19
<0.21
<0.039
<0.041
<0.039
<0.374
2,400**
Benzoic Acid
<0.096
<0.041
<0.038
<0.042
NA
<0.094
<0.1
<0.02
<0.02
<0.02
<1.87
110
14-Dichlorobenzene
<0.0008D
<0.001
<0.0008
<0.00081
<0.00088
<0.0004
<0.0004
<0.0005
<0.0005
<0.0005
<0.374
0.023
Barium
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
848
Chromium
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
27
Nickel
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
320**
Zinc
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
4600**
Mercury
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
4.6**
Oil & Grease
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
250
Lead
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
270
Copper
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
ND
620**
Chloroform
<0.0009D
<0.0011
<0.0009
<0.00091
<0.00099
<0.0005
<0.0005
<0.0006
<0.0006
<0.0006
<0.0061
0.37
Tetrachloroethene
<0.0007D
<0.00088
<0.0007
<0.00071
<0.00077
0.0048
0.0069
0.W
0 012 ".
<0.0061
0.0074
Carbon Disulfide
<0.002D
<0.0025
<0.002
<0.002
<0.0022
<0.0009
<0.0009
<0.001 I
<0.001 I
<0.001 I
ND
4.3
Benzene
<0.0009D
<0.0011
<0.0009
<0.00091
<0.00099
<0.0006
<0.0006
<0.0007
<0.0007
<0.0007
<0.0061
0.0056
Phenol
0.79J
<0.165
<0.154
<0.168
1 NA
I <0.75
<0.82
1 0.44
0.28
<0.16
<0.374
1.7
Benzo b fluoranthene
<0.38
<0.144
<0.134
<0.146
NA
<0.38
<0.41
<0.079
1 <0.081
<0.079
<0.374
1.2
D - Data reported from a dilution
J- Estimated concentration; detected below the reporting limit
NA - Sample not analyzed
All results are in mg/kg, except trip blank results are in µg/L
Shaded cells are above the cleanup standard
** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)

M
TABLE 8: SOIL SAMPLE RESULTS - Paint Room
PARAMETER
PR
1107
PN'54 J
5/07
5/07
Pit
S%07
5
5%0'�
PR 1Z 5 .;.
5/a� ;
MW9-6
5/07
rip Bl
Tan
son-to-
Groundwater
MSCC
1,2,4-Trimeth lbenzene
<0.00092D
0.0003J
<0.0002
<0.0002
<0.0002
0.0058
<0.0013
<0.096
7.5
1,3,5-Trimeth lbenzene
<0.00071D
<0.0002
<0.0002
<0.0002
<0.0002
0.0031
<0.00099
<0.11
7.3
Acetone
8.1D
0.022
0.0232
<0.0014
0.0471
0.127
0.065
<0.9
2.8
m, -X lens
<0.0018D
0.015
0.0004J
<0.0003
0.0015J
0.44
<0.0026
<0.21
5 mixed
o-X lens
<0.00082D
0.0022
<0.0001
<0.0001
0.0003J
0.17
<0.0011
<0.14
5 (mixed)
Bis(2-eth lhex 1) hthalate
15D
<0.13
<0.12
<0.12
0.27J
<0.13
<0.14
<0.099
5.6
2-Butanone
0.017D
<0.0015
0.0018J
<0.0014
<0.0016
0.0061
0.0077
<0.56
17
4-Iso ro holuene
<0.00071D
<0.0006
<0.0006
<0.0005
<0.0006
0.0052
<0.00099
<0.074
---
cis-1,2-Dichloroethene
<0.00082D
0.0003J
<0.0002
<0.0002
<0.0002
0.0006J
<0.0011
<0.14
0.35
Eth lbenzene
<0.00092D
0.0006J
<0.0002
<0.0002
<0.0002
0.0183
<0.0013
<0.17
4.6
Iso ro lbenzene
<0.00092D
<0.0002
<0.0002
<0.0002
<0.0002
0.0023
<0.0013
<0.1
1.7
Methylene chloride
<0.00092D
<0.0006
<0.0006
<0.0005
<0.0006
<0.0006
<0.0013
<0.088
0.02
Naphthalene
<0.00071D
<0.0004
<0.0004
<0.0003
<0.0004
<0.0003
<0.00099
<0.25
0.58
n-Propyl Benzene
<0.00082D
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.001 I
<0.13
1.7
trans-1,2-Dichloroethene
<0.00082D
<0.0004
<0.0004
<0.0003
<0.0004
<0.0003
<0.0013
<0.1
0.54
Trichloroethene
<0.00082D
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0011
<0.23
0.018
n-But lbenzene
<0.00092D
<0.0004
<0.0004
<0.0003
<0.0004
<0.0003
<0.0013
<0.11
4.3
sec -But lbenzene
<0.00071D
<0.0002
<0.0002
<0.0002
<0.0002
<0.0002
<0.00099
<0.082
3.3
Toluene
<0.00092D
0.0093
<0.0002
0.0049
0.0055
0.0011
0.017
<0.15
7.3
Butylbenzylphthalate
0.191
<0.043
<0.039
<0.042
<0:041
<0.042
<0.048 -
<0.033
2,400**
Benzoic Acid
<0.02
<0.022
<0.02
<0.021
<0.02
<0.021
<0.024
<0.016
110
1,4-Dichlorobenzene
<0.00082D
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0011
<0.15
0.023
Barium
NA
NA
NA
NA
NA
NA
NA
848
Chromium
NA
NA
NA
NA
NA
NA
NA
27
Nickel
NA
NA
NA
NA
NA
NA
NA
320**
Zinc
NA
NA
NA
NA
NA
NA
NA
4600**
Mercury
NA
NA
NA
NA
NA
NA
NA
4.6**
Oil & Grease
NA
NA
NA
NA
NA
NA
NA
250
Lead
NA
NA
NA
NA
NA
NA
NA
270
Copper
NA
NA
NA
NA
NA
NA
NA
620**
Chloroform
<0.00092D
<0.0001
<0.0001
<0.0001
<0.0001
<0.0001
<0.0013
<0.16
0.37
Tetrachloroethene
<0.00071D
<0.0009
<0.0001
<0.0009
<0.001
<0.0009
<0.00099
<0.25
0.0074
Carbon Disulfide
<0.002D
0.00091
0.0006J
<0.0003
<0.0004
0.0018J
<0.0028
4.3
Benzene
<0.00092D
0.0003J
<0.0001
<0.0001
<0.0001
0.0003J
<0.0013
0.0056
DRO
NA
NA
NA
NA
NA
NA
NA
40
GRO
NA
NA
NA
NA
NA
NA
NA
10
Phenol
<0.16
<0.17
<0.16
<0.17
<0.16
<0.17
<0.19
1.7
All results are in mg/kg, except trip blank results are in µg/L NA - Sample not analyzed
Shaded cells are above the cleanup standard ** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)
D - Data reported from a dilution
J- Estimated concentration; detected below the reporting limit

TABLE 9: SOIL SAMPLE RESULTS - Outfall 003
PARAMETER
SED
i/07
RG
1/07
SED-C-I
5/07
SED-M-7
51071r.....'jSro7
SED-M-
Z
BG-2
S/07
QO'3EX4
81Q7
003EX-2
8/07
003EX
8/07
003EX-4
8/07
Soil -to -Groundwater
MSCC
1,2,4-
Trimeth lbenzene
NA
NA
<0.0019D
<0.0012
<0.0014
<0.0014
NA
NA
NA
NA
7.5
1,3,5-
Trimeth lbenzene
NA
NA
<0.0015D
<0.00094
<0.001I
<0.001I
NA
NA
NA
NA
7.3
Acetone
NA
NA
<0.0061 D
0.16
0.091
0.18
NA
NA
NA
NA
2.8
m, -X lens
NA
NA
<0.0038D
<0.0024
<0.0029
<0.0029
NA
NA
NA
NA
5 mixed
o-X lenes
NA
NA
<0.0017D
<0.0011
<0.0013
<0.0013
NA
NA
NA
NA
5 mixed
Bis(2-
eth lhex 1)phthalate
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
5.6
2-Butanone
NA
NA
<0.0032D
0.0058J
0.0046J
0.0057J
NA
NA
NA
NA
17
4-Isopropyltoluene
NA
NA
0.006D
<0.00094
<0.001I
<0.001I
NA
NA
NA
NA
---
cis- 1,2-Dichloroethene
NA
NA
<0.0017D
<0.001I
<0.0013
<0.0013
NA
NA
NA
NA
0.35
Eth lbenzene
NA
NA
<0.0019D
<0.0012
<0.0014
<0.0014
NA
NA
NA
NA
4.6
lsorwopylbenzene
NA
NA
<0.0019D
<0.0012
<0.0014
<0.0014
NA
NA
NA
NA
1.7
Methylene chloride
NA
NA
<0.0019D
<0.0012
<0.0014
<0.0014
NA
NA
NA
NA
0.02
Naphthalene
NA
NA
<0.0015D
<0.00094
<0.001I
<0.001I
NA
NA
NA
NA
0.58
n-Propyl Benzene
NA
NA
<0.0017D
<0.0011
<0.0013
<0.0013
NA
NA
NA
NA
1.7
trans-1,2-
Dichloroethene
NA
NA
<0.0019D
<0.0012
<0.0014
<0.0014
NA
NA
NA
NA
0.54
Tichloroethene
NA
NA
<0.0017D
<0.0011
<0.0013
<0.0013
NA
NA
NA
NA
0.018
n-Butylbenzene
NA
NA
<0.0019D
<0.0012
<0.0014
<0.0014
NA
NA
NA
NA
4.3
sec-Butylbenzene
NA
NA
<0.0015D
<0.00094
<0.0011
<0.001I
NA
NA
NA
NA
3.3
Toluene
NA
NA
<0.0019D
0.003
0.0035
0.0053
NA
NA
NA
NA
7.3
Butylbenzylphthalate
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
2,400**
Benzoic Acid
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
110
1,4-Dichlorobenzene
NA
NA
<0.0017D
<0.0011
<0.0013
<0.0013
NA
NA
NA
NA
0.023
Barium
NA
NA
232
149
134
94.0
NA
NA
NA
NA
848
Chromium
NA
NA
9.69
7.04
13.5
13.4 '
NA
NA
NA
NA
27
Nickel
NA
NA
31.2
13.0
33.4
17.0
NA
NA
NA-
NA
320**
Zinc
NA
NA
48.0
69.6 1
40.8
48.6
NA
NA
NA
NA
4600**
Mercury
NA
NA '
0.359
0.402
0.532
0.41
NA
NA
NA
NA
4.6**
Oil & Grease
1220
<102
241J
771
203J
85J
2850
84I.Q,:
323
24100--
250
Lead
NA
NA
3.81
5.85
4.25
8.83
NA
NA
NA
NA
270
Copper
NA
NA
<0.041
4.89
<0.047
<0.047
NA
NA
NA
NA
620**
Chloroform
NA
NA
<0.0019D
<0.0012
<0.0014
0.0036
NA
NA
NA
NA
0.37
Tetrachloroethene
NA
NA
<0.0015D
<0.00094
<0.001I
<0.001I
NA
NA
NA
NA
0.0074
Carbon Disulfide
NA
NA
<0.0042D
<0.0027
<0.0032
<0.0032
NA
NA
NA
NA
4.3
Benzene
NA
NA
<0.0019D
<0.0012
<0.0014
<0.0014
NA
NA
NA
NA
0.0056
Phenol
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1.7
Benzo b fluoranthene 1
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
1.2
DRO
1901
106
NA
NA
NA
NA
NA
NA
NA
NA
40
GRO
<3.22D
6.74J, D
NA
NA
NA
NA
NA
NA
NA
NA
10
All results are in mg/kg, except trip blank results are in ug/L NA - Sample not analyzed
Shaded cells are above the cleanup standard ** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)
D -Data reported from a dilution
J- Estimated concentration; detected below the reporting limit

TABLE 10: SOIL SAMPLE RESULTS - Press Area
PARAMETER
P4. ,
1/07
P-3
1/07
P4
1/07
P-1-2-
5/07'<
P,-1 3-7'.
5/07
P-14-3
5/07
P-I-"7
5/07
MW74
3/07`
MW84
5107
MW10-7
S/07
Trip
Blank
Soil -to -Groundwater
MSCC
1,2,4-
Trimeth lbenzene
NA
NA
NA
0.0131)
<0.00097
<0.00096
<0.0011
<0.0011
<0.00099D
<0.0013
<0.096
7.5
1,3,5-
Trimeth lbenzene
NA
NA
NA
0.0056D
<0.00076
<0.00075
<0.00088
<0.00089
<0.00077D
<0.001
<0.11
7.3
Acetone
NA
NA
NA
0.0491)
0.049
<0.0031
0.0045J
0.04
0.091)
<0.0042
<0.9
2.8
m, -X lenes
NA
NA
NA
0.00371)
<0.0019
<0.0019
<0.0023
<0.0023
<0.002D
<0.0026
<0.21
5 mixed
o-X lenes
NA
NA
NA
0.00251)
<0.00086
<0.00085
<0.001
<0.001
<0.00088D
<0.0012
<0.14
5 mixed)
Bis(2-
eth ]hex 1 hthalate
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.099
5.6
2-Butanone
NA
NA
NA
0.00591)
0.00363
<0.0016
<0.0019
<0.0019
0.00861)
0.0029J
<0.56
17
4-Isopropyltoluene
NA
NA
NA
0.00641)
<0.00076
<0.00075
<0.00088
0.0082
<0.00077D
<0.001
<0.074
---
cis-1,2-
Dichloroethene
NA
NA
NA
<0.00084D
<0.00086
<0.00085
<0.001
<0.001
<0.00088D
<0.0012
<0.14
0.35
Eth lbenzene
NA
NA
NA
0.0016D
<0.00097
<0.00096
<0.001I
<0.0011
<0.00099D
<0.0013
<0.17
4.6
Isopropylbenzene
NA
NA
NA
0.00291)
<0.00097
<0.00096
<0.001I
<0.0011
<0.00099D
<0.0013
<0.1
1.7
Methylene chloride
NA
NA
NA
<0.00095D
<0.00097
<0.00096
<0.001 I
<0.0011
<0.00099D
<0.0013
<0.088
0.02
Naphthalene
NA
NA
NA
<0.00074D
<0.00076
<0.00075
<0.00088
<0.00089
<0.00077D
<0.001
<0.25
0.58
n-Propyl Benzene
NA
NA
NA
0.00131)
<0.00086
<0.00085
<0.001
<0.001
<0.00088D
<0.0012
<0.13
1.7
trans-1,2-
Dichloroethene
NA
NA
NA
<0.00095D
<0.00097
<0.00096
<0.001I
<0.001I
<0.00099D
<0.0013
<0.1
0.54
Trichloroethene
NA
NA
NA
<0.00084D
<0.00086
<0.00085
<0.001
<0.001
<0.00088D
<0.0012
<0.23
0.018
n-Butylbenzene
NA
NA
NA
0.00141)
<0.00097
<0.00096
<0.001I
<0.0011
<0.00099D
<0.0013
<0.11
4.3
sec -But lbenzene
NA
NA
NA
0.00221)
<0.00076
<0.00075
<0.00088
<0.00089
<0.00077D
<0.001
<0.082
3.3
Toluene
NA
NA
NA
0.0111)
0.0098
<0.00096
0.0093
0.0047
<0.00099D
0.022
<0.15
7.3
Butylbenzylphthalate
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.033
2,400**
Benzoic Acid
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
<0.016
110
1,4-Dichlorobenzene
NA
NA
NA
0.00341)
<0.00086
<0.00085
<0.001
<0.001
<0.00088D
<0.0012
<0.15
0.023
Barium
NA
NA
NA
157
25.1
108
110
46.8
104
84.7
848
Chromium
NA
NA
NA
8.94
6.15
18.9
9.46
12.3
9.02
21.3
27
Nickel
NA
NA
NA
1 6.91
2.85
11.0
6.88
8.04
7.09
17.4
1
320**
Zinc
NA
NA
NA
28.4
6.6
23.9
30.8
23.8
29.4
25.3
4600**
Mercury
NA
NA
NA
0.027
0.042
0.013
0.031
0.807
0.343
1.74
4.6**
Oil &Grease
52900 ;
38? .
8820
;1700 :;: _>.
<59
<57
<60
<64
8530
153J
250
Lead
NA
NA
NA
<0.12
0.47J
<0.11
<0.12
2.52
1.34
10.4
270
Copper
NA
NA
NA
<0.035
<0.036
<0.034
<0.036
<0.038
<0.037
20.3
620**
Chloroform
NA
NA
NA
<0.00095D
<0.00097
<0.00096
<0.001I
<0.0011
<0.00099D
<0.0013
<0.16
0.37
Tetrachloroethene
NA
NA
NA
<0.00074D
<0.00076
<0.00075
<0.00088
<0.00089
<0.00077D
<0.001
<0.25
0.0074
Carbon Disulfide
NA
NA
NA
<0.0021D
<0.0022
<0.0021
<0.0025
0.0029J
<0.0022D
<0.0029
4.3
Benzene
NA
NA
NA
<0.000951)
<0.00097
<0.00096
<0.0011
<0.001I
<0.00099D
<0.0013
0.0056
DRO
7391). z 141.11
2561 :
NA
NA
NA
NA
NA
NA
NA
40
GRO I
<2.01D 1
<1.99
<2.7D
NA
NA
NA
NA
NA
NA
NA
10
PhenolI
NA I
NA
NA
NA
NA
NA
NA
NA
NA
NA
1.7
All results are in mg/kg, except trip blank results are in ug/L NA - Sample not analyzed
Shaded cells are above the cleanup standard ** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)
D - Data reported from a dilution
J- Estimated concentration; detected below the reporting limit

M M M M M M M r i M M M M M M M i M M
TABLE 11: SOIL SAMPLE RESULTS - Oil Sump
PARAMETER -'
OS-1
5/07!
OS-2
5/07
OS�3
.5/0?
OSS-2
5/07
OS-6 -
5107
OS-9 .
SL07
MW1-5
3/07
MW5-5
5/07
MWb-5
5107
Soil -to -Groundwater
MSCC
1,2,4-Trimeth lbenzene
<0.001
0.0036
0.0078D
0.031
0.0013
<0.0002
<0.00085
0.011
<0.0011
7.5
1,3,5-Trimeth lbenzene
<0.00079
<0.00078
0.0028D
0.01
0.0006J
<0.0002
<0.00066
0.0029
<0.00083
7.3
Acetone
0,033
0.019
0.063D
0.06
0.0421
0.061
0.015D
0.16
0.3
2.8
m, -X lens
<0.002
<0.002
0.0026D
0.013
0.0011
<0.0003
<0.0017
0.002J
<0.0021
5 (mixed)
o-X lens
<0.0009
<0.00089
0.0014D
0.0061
<0.0001
<0.0001
<0.00076
0.0013
<0.00095
5 mixed
Bis(2-eth lhex 1)phthalate
NA
NA
NA
NA
NA
NA
<0.12
NA
NA
5.6
2-Butanone
0.0041J
0.0063
0.0081
0.012
0.0034J
<0.0013
<0.0014
0.0094
<0.0018
17
4-Iso ro ltoluene
<0.00079
<0.00078
<0.0007D
0.0067
0.0016
0.0006J
<0.00066
0.002
<0.00083
---
cis-1,2-Dichloroethene
<0.0009
<0.00089
<0.0008D
<0.00088
<0.0002
<0.0002
<0.00076
0.003
<0.00095
0.35
Eth lbenzene
<0.001
<0.001
0.00097J,D
0.0046
<0.0002
0.0002J
<0.00085
<0.00095
<0.0011
4.6
Iso ro lbenzene
<0.001
<0.001
<0.0009D
0.0015
0.0016
<0.0002
<0.00085
<0.00095
<0.0011
1.7
Methylene chloride
<0.001
<0.001
<0.0009D
<0.00099
<0.0006
<0.0005
0.001D
<0.00095
<0.0011
0.02
Naphthalene
<0.00079
<0.00078
0.0048D
<0.00077
<0.0004
<0.0003
<0.00066
0.006
<0.00083
0.58
n-Propyl Benzene
<0.0009
<0.00089
<0.0008D
0.0016
<0.0002
<0.0002
<0.00076
<0.00084
<0.00095
1.7
trans-1,2-Dichloroethene
<0.001
<0.001
<0.0009D
<0.00099
<0.0004
<0.0003
<0.00085
<0.00095
<0.0011
0.54
Trichloroethene
<0.0009
<0.00089
<0.0008D
<0.00088
<0.0001
<0.0001
<0.00076
0.0025
<0.00095
0.018
n-But lbenzene
<0.001
0.0011
0.001D
0.0024
<0.0004
<0.0003
<0.00085
0.0025
<0.0011
4.3
sec -But lbenzene
<0.00079
0.00091
<0.0007D
0.0021
<0.0002
<0.0002
<0.00066
0.0017
<0.00083
3.3
Toluene
<0.001
0.013
0.01D
0.018
0.005
<0.0002
<0.00085
0.0031
0.0055
7.3
But lbenz 1 hthalate
NA
NA
NA
NA
NA
NA
<0.039
NA
NA
2,400**
Benzoic Acid
NA
NA
NA
NA
NA
NA
<0.02
NA
NA
110
1,4-Dichlorobenzene
<0.0009
<0.00089
<0.0008D
0.0032
0.0002J
<0.0001
<0.00076
0.0016
<0.00095
0.023
Barium
123
164
161
97.3
113
75.1
NA
109
131
848
Chromium
6.68
13.8
17.1
6.07
11.1
12.1
NA
8.99
7.0
27
Nickel
7.74
19.9
8.07
5.2
7.25
7.45
NA
13.6
3.68
320**
Zinc
33.2
46.5
38.1
33.6
32.7
26.5
NA
38.1
12.1
4600**
Mercury
0.104
0.14
0.113
0.019
0.028
0.093
NA
0.178
0.326
4.6**
Oil & Grease
71J
'5520 �_ ,` < -
_67I0.<46U
=
<62
NA
14300
<72
250
Lead
<0.12
<0.11
0.84
<0.11
1.56
2.48
NA
<0.11
4.98
270
Copper
<0.035
4.3
<0.037
<0.033
<0.035
<0.037
NA
<0.033
<0.038
620**
Chloroform
<0.001
<0.001
<0.0009D
<0.00099
<0.0001
<0.0001
<0.00085
<0.00095
<0.0011
0.37
Tetrachloroethene
<0.00079
<0.00078
<0.0007D
<0.00077
<0.0009
<0.0008
<0.00066
0.016
<0.00083
0.0074
Carbon Disulfide
<0.0023
<0.0022
<0.002D
<0.0022
0.0011J
0.0003J
<0.0019
<0.0021
<0.0024
4.3
Benzene
<0.001 1
<0.001 I
<0.0009D
<0.00099
<0.0001
<0.0001 1
<0.00085
<0.00095
<0.0011
0.0056
All results are in mg/kg, except trip blank results are in µglL NA -Sample not analyzed
Shaded cells are above the cleanup standard ** Remediation Goal of the Inactive Hazardous Sites Branch (Health Based)
D - Data reported from a dilution
J- Estimated concentration; detected below the reporting limit

TABLE 12: GROUNDWATER SAMPLE RESULTS - January - November 2007 Sampling Events
PARAMETER
POT
1/07
W M1 .
3/07 .
MW-2
3,07
MW-3
_3/07
I MW4
NOT.
MW-5
6/07
MW 5
' . `8/07
MW-SF
8/07
MW-6
6/07
MW-7
6(07
MW-8
6/07
Groundwater
Standard
Chloroform
<0.11
0.32J
<0.16
<0.16
<0.16
<0.16
NA
NA
<0.16
<0.16
<0.16
70
1, 1 -Dichloroethane
<0.18
<0.14
<0.09
<0.09
<0.14
1.2
NA
NA
<0.09
<0.09
<0.09
70
Toluene
<0.12
0.35J
<0.15
<0.15
<0.15
0.83J
NA
NA
<0.15
<0.15
<0.15
1000
Bis(2-eth lhex 1) hthalate
NA
<1.5
<1.5
1.76J
<1.5
j 9.5J
NA
NA
<1.0
2.3J
<1.0
NS
2-butox ethanol
NA
NA
NA
NA
NA
4.91
NA
NA
9.2J
11J
NA
NS
2,6,10-timeth lhexadecane
NA
NA
NA
NA
NA
941
NA
NA
NA
NA
NA
NS
Hexadecanoic acid, butyl ester
NA
NA
NA
NA
NA
7.OJ
NA
NA
NA
NA
NA
NS
Octadecanoic acid, butyl ester
NA
NA
NA
NA
NA
6.6J
NA
NA
NA
NA
NA
NS
Phenol, (1,1,3,3-tetrameth lbut 1)-
NA
NA
NA
NA
NA
6.8J
NA
NA
NA
NA
NA
NS
Thiazolo [3,2-a] pyridinium,2,3-
dih dro-8-h drox -5-
NA
NA
NA
NA
NA
4.9J
NA
NA
NA
NA
NA
NS
2,5-C clohexadiene-1,4-dione
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Ca rolactam
NA
NA
I NA
NA
NA
NA
NA
NA
NA
14J
9.7J
3500
1-Propene, entachloro-
NA
NA
NA
NA
NA
NA
NA
NA
22J
NA
NA
NS
Di-n-oct 1 hthalate
NA
<1.6
<1.6
<1.6
<1.6
<0.9
NA
NA
<0.9
2.6J
<0.9
140
1,2-Benzenedicarboxylic acid
NA
NA
NA
NA
NA
NA
NA
NA
NA
4.0
NA
NS
m, -X lens
<0.28
<0.21
<0.21
<0.21
<0.21
<0.21
NA
NA
<0.21
<0.21
<0.21
530 total
o-Xylene
<0.12
<0.14
<0.14
<0.14
<0.14
<0.14
NA
NA
<0.14
<0.14
<0.14
530 total
Butyl glycolate
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Ethylbenzene
<0.13
<0.17
<0.17
<0.17
<0.17
<0.17
NA
NA
<0.17
<0.17
<0.17
550
Iso ro lbenzene (Cumene)
<0.13
NA
NA
NA
NA
<0.1
NA
NA
<0.1
<0.I
<0.1
70
Naphthalene
<0.16
<2.7
<2.7
<2.7
<2.7
<0.25
NA
NA
<0.25
<0.25
<0.25
21
n-Pro lbenzene
<0.13
NA
NA
NA
NA
<0.13
NA
NA
<0.13
<0.13
<0.13
70
1,2,4-Trimeth lbenzene
<0.13
NA
NA
NA
NA
<0.096
NA
NA
<0.096
<0.096
<0.096
350
1,3,5-Trimeth lbenzene
<0.12
NA
NA
NA
NA
<0.11
NA
NA
<0.11
<0.11
<0.11
350
MTBE
<0.15
<0.1
<0.1
<0.1
<0.1
NA
NA
NA
NA
NA
NA
200
p-Isopropyltoluene
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Mercury
NA
NA
NA
NA
NA
<0.11
<0.0092
<0.009
<0.11
<0.11
<0.11
1.05
Lead
NA
NA
NA
NA
NA
<2.0
2.IJ
2.7
3.3J
<2,0
<2.0
15
Copper
NA
NA
NA
NA
NA
<0.6
1.1J
2.6
<0.6
<0.6
<0.6
1000
Barium
NA
NA
NA
NA
NA
48.8
52.4
51.0
104
50.4
20.5
2000
Chromium
NA
NA
NA
NA
NA
74.0
8.11
<2.0
2.7J
<2.0
<2.0
50
Nickel
NA
NA
NA
NA
NA
285
5.5J
2.5
<2.0
<2.0
<2.0
100
Zinc
NA
NA
NA
NA
NA
11.2
16.6
17.0
4.OJ
4.2J
15.3
1050
All results are in ,ug/L Shaded cells are above the cleanup standard
D - Data reported from a dilution NA - Sample not analyzed
J- Estimated concentration; detected below the reporting limit NS- No Standard

M = M M = = = r
TABLE 12: GROUNDWATER SAMPLE RESULTS - January - November 2007 Sampling Events (page 2)
PARAMETER
MW-9i
6/07
Ni"UW-10
b/0?
MWaf
I/OT
MW-il
11307
MW=11D
10/d7'
MW 12 ?
Id�dfi
MW 12D
1Ol07
MW=13
10/07
MW-13D
10/07
Groundwater
Standard
Chloroform
<0.16
<0.16
1.4
<2.5
<0.5
<0.5
<0.5
<0.5
<0.5
70
1,1-Dichloroethane
<0.09
<0.09
<0.5
<2.5
<0.5
<0.5
<0.5
<0.5
<0.5
70
Toluene
<0.15
<0.15
1.9
<2.5
<0.5
<0.5
<0.5
9.8
<0.5
1000
Bis(2-eth Ihex 1)phthalate
1.2J
<1.0
<5.1
NA
<5.1
<5.0
<5.0
<5.0
<5.0
NS
2-butox ethanol
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
2,6,10-trimeth lhexadecane
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Hexadecanoic acid, butyl ester
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Octadecanoic acid, butyl ester
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Phenol, 1,1,3,3-tetrameth lbut 1 -
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Thiazolo [3,2-a] pyridinium,2,3-
dih dro-8-h drox -5-
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
2,5-C clohexadiene-1,4-dione
NA
4.7J
NA
NA
NA
NA
NA
NA
NA
NS
Ca rolactam
14J
4.7J
NA
NA
NA
NA
NA
NA
NA
3500
1-Propene, entachloro-
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
Di-n-oct 1 hthalate
<0.9
<0.9
<5.1
NA
<5.1
<5.0
<5.0
<5.0
<5.0
140
1,2-Benzenedicarboxylic acid
NA
NA
NA
NA
NA
NA
NA
NA
NA
NS
m, -X lens
6.7
<0.21
1280
1550
1.1
<1.0
<1.0
<1.0
<1.0
530 total
o-X lene
1.1
<0.14
327
303
<0.5
<0.5
<0.5
<0.5
<0.5
530 total
Butyl glycolate
23J
NA
NA
NA
NA
NA
NA
NA
NA
NS
Eth lbenzene
<0.17
<0.17
23.4
48.9
<0.5
<0.5
<0.5
3.2
<0.5
550
Iso ro lbenzene (Cumene)
<0.1
<0.1
2.8
7.1
<0.5
<0.5
<0.5
<5.0
<0.5
70
Naphthalene
<0.25
<0.25
5.9
15.0
<2.0
<2.0
<2.0
<2.0
<2.0
21
n-Pro lbenzene
<0.13
<0.13
0.88
<2.5
<0.5
<0.5
<0.5
<0.5
<0.5
70
1,2,4-Trimeth lbenzene
<0.096
<0.096
40.0
71.7
<0.5
<0.5
<0.5
<0.5
<0.5
350
1,3,5-Trimeth lbenzene
<0.11
<0.11
16.2
32.4
<0.5
<0.5
<0.5
<0.5
<0.5
350
MTBE
NA
NA
<0.5
<2.5
0.52
<0.5
0.54
<0.5
<0.5
200
p-Isopropyltoluene
NA
NA
<0.5
<2.5
<0.5
<0.5
<0.5
0.56
<0.5
NS
MercAry
NA
<0.1I
NA
NA
NA
NA
NA
NA
NA
1.05
Lead
NA
2.2J
NA
NA
NA
NA
NA
NA
NA
15
Copper
NA
3.6J
NA
NA
NA
NA
NA
NA
NA
1000
Barium
NA
97.0
NA
NA
NA
NA
NA
NA
NA
2000
Chromium
NA
2.3J
NA
NA
NA
NA
NA
NA
NA
50
Nickel
NA
<2.0
NA
NA
NA
NA
NA
NA
NA
100
Zinc
NA
13.2
NA
NA
NA
NA
NA
NA
NA
1050
All results are in pg/L Shaded cells are above the cleanup standard
D - Data reported from a dilution NA - Sample not analyzed
J- Estimated concentration; detected below the reporting limit NS - No Standard

M M M M M M it M M w M M r M M M M M M
TABLE 13: POTABLE WELL RECORDS
NO.
NAME
PIN #
BOOKJPAGE
MAILING ADDRESS
PHYSICAL ADDRESS
PHONE
1.
Rita Holly
7572-11-2679
1098/126
PO Box 716, Cashiers, NC 28717
US 64
828-743-5920
2.
Triad Building Co. of NC
7572-11-4726
1506/33
PO Box 194, Cashiers, NC 28717
506 W. US 64
828-743-1123
3.
Cashiers 64 Duke LLC
7572-11-6730
1216/192
PO Box 4366, Cashiers, NC 28717
US 64
828-743-5662
4.
Nantahala Power & Light Co.
7572-124029
962/500
PO Box 1007, Cashiers, NC 28717
US 64
828-743-5662
5.
Blue Ride Estates LLC
7572-11-8912
1208/82
5110 N. Federal Hwy, Suite 100, Ft. Lauderdale, FL 33308
406 W. US 64
800-611-4565
6.
Blue Ride Estates 3 LLC
7572-21-0616
1446/384
5110 N. Federal Hwy, Suite 100, Ft. Lauderdale, FL 33308
374 W. US 64
800-611-4565
7.
Americas Home Place Inc.
7572-21-2604
1132/421
PO Box 1316 Gainesville GA 30503
342 W. US 64
828-743-0651
8.
Blue Ridge Estates 2 LLC
7572-21-3905
1425/278
5110 N. Federal Hwy, Suite 100 Ft. Lauderdale, FL 33308
US 64
800-611-4565
9.
Highlands Cashiers Hospital Inc.
7572-22-7096
1565/185
PO Box 190, Highlands, NC 28741
NC 107
828-526-1200
10.
Cashiers Area Chamber of
Commerce
7572-21-9790
1140/412
PO Box 238, Cashiers, NC 28717
US 64
828-743-5191
11.
State Highway Dept.
7572-31-1910
144/49
150 W. US 64, Cashiers NC 28717
150 W. US 64
828-743-2671
12.
Verizon
7572-31-2952
775/25
PO Box 10867, Durham, NC 27605
134 W. US 64
800-4834000
13.
Kesler Barton Properties Inc.
7572-314714
918/697
PO Box 2515, Cashiers, NC 28717
118 W. US 64
828-526-0850
14.
Shoppes on the Green LLC
7572-31-6861
1204/347
c/o Fred Rodenbeck, 430 Deer Run, Highlands, NC 28741
NC 107
828-526-3606
15.
Nancy G. Townsend, Trustee
7572-31-5889
1156/3
PO Box 161, Cashiers, NC 28717
97 N. Hwy 107
828-743-2546
16.
Priscilla Wodehouse
7572-31-5968
1491/136
PO Box 671 Glenville, NC 28736
NC 107
828-743-5759
17.
James C. Ryan, Jr.
7572-32-5013
1108/623
PO Box 2044, Cashiers, NC 28717
NC 107
828-743-4152
18.
Roy Kenneth Hedden
7572-32-2069
742/401
PO Box 221, Cashiers, NC 28717
NC 107
828-743-2822
19.
CA Wilson Electric Services
7572-32-1151
1590/536
PO Box 745, Highlands, NC 28741
NC 107
828-526-2568
20.
Harold D. Nicholson
7572-32-1213
8501531
734 Oak Ridge, Tuckase ee NC 28783
209 N. Hwy 107
828-293-1202
21.
Mountain Laurel Shoppes LLC
7572-22-4474
1490/723
PO Box 2827, Cashiers, NC 28717
7 Slab Town Rd.
828-743-7706
22. 1
Straight Eight Co.
7572-21-0486
1560/617
611 S. Magnolia, Ave., Tampa, FL 33609
US 64
828-743-6301
23.
Opal M. Dillard
7572-11-7398
848/733
PO Box 2435, Cashiers, NC 28717
435 W. US 64
828-743-4302
24.
Cashiers Valley Community Ctr.
7572-11-9089
1148/357
PO Box 82, Cashiers, NC 28717
407 W. US 64
828-743-3518
25.
Harris Diversified Services Inc.
7572-21-3328
1674/759
3280 Holcomb Bridge Rd., Ste. C, Norcross, GA 30092
341 W. US 64
770-448-2432
26.
Robert W. Williams
7572-21-5426
1066/464
PO Box 1355, Cashiers, NC 28717
281 W. US 64
828-743-3200
27.
Robert W. Williams
7572-21-6434
1098/818
PO Box 1355, Cashiers, NC 28717
261 W. US 64
828-743-3200
28.
Wa a Dillard Builders
7572-21-7368
576/185
PO Box 278 Cashiers NC 28717
245 W. US 64
828-743-2675
29.
David C. Bond, Trustee
7572-21-9144
1072/401
5004 Rustic Oaks Circle, #101, Naples, FL 34105
225 W. US 64
239-434-0199
30.
David C. Bond, Trustee
7572-31-1221
8301459
5004 Rustic Oaks Circle, #101, Naples, FL 34105
227 W. US 64
239-434-0199

TABLE 13: POTABLE WELL RECORDS (continued)
NO.
NAME
PIN #
BOOK/PAGE
MAILING ADDRESS
PHYSICAL ADDRESS
PHONE
3I.
Morris W. Hampson ETUX
c/o Bonny Lopez)
7572-21-9437
273/436
16990 SW 170 Avenue, Miami, FL 33187
215 W. US 64
305-233-1897
32.
Margaret Passmore Glance
7572-31-3478
1506/661
5100 Queensway Rd., Winston-Salem, NC 27127
US 64
336-788-3874
33.
1 The Village Conservancy Inc.
7572-31-4046
878/32
PO Box 523, Cashiers, NC 28717
SR 1112
828-743-2453
34.
Irona Madden, Trustee
7572-31-8233
1166/806
95 Hwy. 107 S Cashiers NC 28717
72 Burns Street
828-743-5348
35.
The Village Conservancy Inc.
7572-30-5641
908/229
PO Box 523 Cashiers, NC 28717
SR 1112
828-743-2453
36.
US Post Office
7572-30-2646
712/470
PO Box 27497, Greensboro, NC 27495
230 Frank Allen Road
828-743-2565
37.
1 Jackson County Libra
7572-30-1348
822/85
401 Grindstaff Cove Rd. S lva, NC 28779
249 Frank Allen Road
828-743-0215
38.
Jackson County Offices
7572-20-9512
1475/282
401 Grindstaff Cove Rd. S lva, NC 28779
SR 1112
828-586-7580
39.
Cashiers Water Works Inc.
7572-20-9670
1000/522
PO Box 523, Cashiers, NC 28717
Well Site SR 1186
828-743-2453
40.
Jackson County Offices
7572-20-7179
1206/561
401 Grindstaff Cove Rd., S lva, NC 28779
NC 107
828-586-7580
41.
Jackson County Offices
7572-30-2257
1475/282
401 Grindstaff Cove Rd., S Iva, NC 28779
217 Frank Allen Rd.
828-586-4091
42.
Strai ht Eight Co.
7571-39-1928
932/67
611 S. Magnolia, Ave., Tampa, FL 33609
SR 1112
828-743-6301
43.
Faye Stewart
7572-10-8218
1078/724
PO Box 98, Cashiers, NC 28717
Off US 64
828-743-3206
44.
Robert L. Snowdon
7572-10-3176
1040/493
PO Box 2143, Cashiers, NC 28717
277 Edward Fowler Rd.
828-743-4084
TABLE 14: ADJACENT PROPERTY OWNERS
DIRECTION
NAME
ADDRESS
West
Cashiers Valley Community Center
407 W. US 64
North
Harris Diversified Services Inc.
341 W. US 64
North
Carolina Smokehouse Family Restaurant
281 W. US 64
East
Builders First Source (Bond Builders Supply)
225 W. US 64
South
Cashiers Valley Community Center
407 W. US 64

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PROJECT NO,,
173906
DATE,
Dec., 2007
DRAWN BYj
RES
APPROVED BY,
JHG
FILE,
Cash, Ph. II
SCALE,
1' = 2000'
SOURCE,
DeLorne 3D
TopoQuads
USGS Topos,
Cashiers, NC
NOTES:
FIGURE 11 SITE LOCATION MAP 95 Plastics Plant Road
Consolidated Metco, Inc, I Cashiers, Jackson Co,, North Carolina

Fence
R-B
Sidewalk
,STILL SR-D
00
SR -A SR-C
Concrete
Solvent Containment
Reclaim Berm (Curb)
Note-.
Gravel Lot
WELL MW2
93.82 TOC
Borings SR -A and SR-B were angled toward the
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Q
t
i
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Creek
i
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i
i
i
i
i
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t
t � StornMpter Outfall
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/ • Solt Boring Location
Drain Pipe and Valve
'i Grass Area
El Concrete
FIGURE 3+ Solvent Reclaim Sampling PROJECT NO., 173906
Location Map B E N S I N G E R& 13A R R 1 S O N DATE, Jan, 2007
Consolidated Metco, Inc. - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BY+ RES SCALE+ Not to Scale
95 Plastics Plant RoadAl''ABLUEFIELD ENGINEERING, P.C. APPROVED BY, TWM
Cashiers Jackson Co. North Carolina FILET Cash. Ph, II

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FIGURE 41 Mix Roof, Hazardous Waste and
PROJECT NO.s 173906
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Location Map B E N S I N G E R& GARRISON DATE, JULY, 2007
Consolidated Metco, Inc, - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BY, RES/WZB SCALE+ Not to Scale
iw
95 Plastics Plant Road BLUEFIELo ENGINEERING, P. C. APPROVED BY, TWM
Cashiers, Jackson Co., North Carolina FILE+ Cash. Ph. II

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FIGURE 5+ Air Compressor Room and Used � PROJECT NO., 173906
Olt AST B E N S I N G E R& GARRISON DATE, August. 2007
Consolidated Metco, Inc. - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BY, RES/WZB SCALE, Not to Scale
95 Plastics Plant Road �� BLUEFIELD ENGINEERING, P.C. APPROVED BY, TWM
Cashiers, Jackson Co., North Carolina FILE, Cash, Ph. II

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z QA
QA z
WIP I WIP
-� \1'rlrler
*1
-- Fenca Lkw
— — Storn*a,tw Drolnagr
Strom Droll
• SoX Boring Location
FIGURE 71 Olt Sump Sampling Location Map PROJECT NO., 173906
SENSINGER & GARRISON DATES August, 2007
Consolidated Metco, Inc, - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BY, RES/WZB
95 Plastics Plant Road BLUEFIELD ENGINEERING, P.C. APPROVED BY, TWM SCALES Not to Scale
Cashiers, Jackson Co., North Carot(na 46A FILE: Cash. Ph, II

• PR-5
• �PR-4
® WELL MW9
99.8 TOC
PR-9
a
Hazardous
ALUM.
AWNING
and
Regulated
Waste
Storage
(Roofed)
j�HZ-2 WELL MW3
It
Y\
HZ 1
y
095.35 TOC
vBerm (Curb)
(DWELL 2D
DS-1
%,C�oncrete
,STILL�R_D
-A SR-C
Solvent
Reclaim Containment
Berm (Curb)
Gravel. Lot
® WELL MW2
93.82 TOC
Note;
Borings SR -A and SR-B were angled toward the
Acetone Reclaim system.
W
WELL MW12
95.6 TOC
Fence
Impacted
— _ o o
Area
SED-C-2 003EX-4
y
\�
`j'
--------------------
SED-M-3
y -- _ -
-
•
'- --_
03EX-1
003EX-3� --'------__
- ...._
-------- '_ '
SED-M-1
��
003EX-2
SE
SED-M-2
��
. SEII-C-1 BG
Excavation
BG-2
Boundary
KEY
Storn•ater Outfatl
❑UTF-ALL
003
`�- Fence Line
se
Starnwt•r Drahape
•- $ton+ Drat,
• W Boring Location
003EX-1,2,3,4 Ali taken
at 18' deep
�, Drain ft. and ValveGrass
El Concrete
FIGURE 8j Outfall 003 Sampling and PROJECT NO.t 173906
Excavation Location Nap B E N S i N G E R& GARRISON DATEi August, 2007
Consolidated Netco, Inc. - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BY, RES/WZB SCALE, Not to Scale
95 Plastics Plant Road BLUEFIELD ENGINEERING, P.C. APPROVED BYi TWM
Cashiers Jackson Co. North Carolina FILET Cash. Phi II

I
c_x. avc,tic, NYd�c�
R R R
MATERIAL MIX E E E
S S S •
AREA I I I
P-1-4 P-1-5 N N N
• / Impacted
/Area
Press #1 P-1-2
/ 2
OFFICE --j
AREA k::�j
REGRINDING AREA
SELL MW7
102.0 TOC
S-9
lip
elder
WELL MW8
102.2 TOC
P-3
/CR-9
CR-Z U
WIP
Press #5
�P-5
U11-4
• UO-3-,
0
11
ELL MW10
1162.0 TOC
KEY 1
- Fence w Li
U0 — 6 — �., nr'Qrxiae
store, n.�
• Sok HoHng Locntlon
FIGURE 9, Press Sampling Location Map PROJECT NO,I 173906
BENSINGER & GARRISON DATEI August 2007
Consolidated Metco, Inc. - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BY, RES/WZB
95 Plastics Plant Road BLUEFIELD ENGINEERING, P.C. APPROVED BY, TWM SCALES Not to $Cate
Cashiers, Jackson Co., North Carolina FILET Cash, Ph, II

Paved Paved WELL MW4
97.29 TOC
Additional Excavation Needed,
Concrete
SDEX samples 11 cu yds with 0,0083 - 0,012 mg/kg PCE
Concrete
Grass Area
Additional
Excavation
Needed,
Concrete
Impacted WELL MW13
Area 95 9 TOC
SD-4 S
SDEX-4
It SDEX-B
SDEX-
SDEX-1
„��WELL MW13D SD-2
d77 95.8 TOC
SD-3 SDEX-2 Grass Area
1f l
Excavation Boundary
(approx, dimensions 6'x10'x2' deep)
SDEX-1,2,3,4 All taken at 18' deep
SDEX-B Taken 2' deep
0
KEY i
Stariaater outfau
-Q-
Fence Line
Stor"water Dr~
®
Storm Drain
•
Solt Borkv Location
k
Droln Pipe and Valve
EJConcrete
SSR
Split Supply Room Boring
yGrass
FIGURE 11, Storm Drain Sampling and PROJECT NO.i 173906
Excavation Location Map B E N S I N G E R& GARRISON DATEi August. 2007
Consolidated Metco, Inc. - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BYi RES/WZB SCALEi Not to Scale
95 Plastics Plant Road BLUEFIELD ENGINEERING, P.C. APPROVED BYi TWM
Cashiers, Jackson Co., North Carolina FILE, Cash, Ph. II

Excavation
Boundary
DS-2-,
DS-3
Impacted
Area•X-4
DS-4"
SD7
Need �`—
ASSY. AREA
MR-1 MR-2 MR-3 Concrete
Containment
Berm (Curb)
• • ( • WELL
Mix Room >— ALUM.
,.d AWNING
Hazdt*dous.
PAINT STORAGE PAINT wla't:ed'
SWaste .'
.gc
STORAGE Stora � 1r
♦ �HZ-2
<RoQ f.ed):
v e e f
EMpty ° ��,pt WELL MW3
Drum ° .1vur 4 95.35 TOC
d .Storage $tjoraW' -\
e .<R'aofed� <No :R,00f) e HZ-1
HAZ�X-'1,
_:.- ---- Concrete
•Be`
�"-Containment
B(Curio) 95.3 TO
KEY
'B-6
ZEX-2
WELL MW12D
--.�
`
WELL MW1 1 D 95.4 T0`Q
,- • ell
/�B�7
se
1280 ug/L m,p X �
oundwater)
Stormwater Outfall
Fence Line
OCE
�
1 95.3 TOC:
Estimated
Drainage
ed
Gravel Drive i - -- -Xylene
0
Storm Drain
Soil Boring Location
Area
SB-10'��__
i
���
Mine�
Drain Pipe and Valve
SB-8•
.SB-9-
Grass Area
HAZEX-1,2,4 All taken at
6.5 feet deep
�Al
Concrete
SB-6
& SB-7 Taken at 6
feet
FIVVRL AV-, L1'IF,.r mr%arl JrVFMaC LJ«.NYM41VF1 PROJECT NO., 173906
SampWg Location Map BENS 1 N G E R & GARRISON DATES August, 2007
Consolidated Metco, Inc. - Cashiers Plant ENVIRONMENTAL, INC. DRAWN BYi RES/WZB SCALE, Not to Scale
95 Plastics Plant Road BLUEFIELD ENGINEERING, P.C. APPROVED BY, TWM
Cashiers, Jackson Co„ North Carolina FILEo Cash. Ph, II

®WELL MW1
98.77 TOC
RAILCARS RAW MATERIAL I T
ps'-2
OS-8" 1
o� •
0 , L
srl ns
ALM
AVNM
E STORAGE
Pit Boundary W%MA
99.41 TOC
Recovery Well ; WELL MW6
Impacted S-1 •OS-6 ® 99.4 TOC
_ _t
011 SUMD IM^va
®_ M
L TOOL ROOM
D
S .OS-7
MATERIAL MIX
OS-10 AREA
P-1-4 P-1-
L I I " * •
STORAGE
£ �I
QA r3rl z RA
z
KEY 1
- F"we LMx
- Storn•atfr Drainage
U Storm Droln
• SoN Born Location
FIGURE 13, Olt Sump Recovery Well �"`� PROJECT NO.i 173906
Location Map J B E N S I N G E R& GARRISON DATE+ August, 2007
Consolidated Metco, Inc. - Cashlers Plant ENVIRONMENTAL, INC. DRAWN BY, RES/WZB SCALE, Not to Scale
95 Ptastics Ptant Road BLUEFIELD ENGINEERING, P.C. APPROVED BY, TWM
Cashlers Jackson Co. North Carolina FILE, Cash. Ph. II