NCD981927502_19880318_Geigy Chemical Corporation_SERB SAPP QAPP_Final Sampling Investigation Report Rev. 0-OCR

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Prepared By
Project Manager
FINAL
SAMPLING INVESTIGATION REPORT GEIGY CHEMiCAL CORPORATION SITE ABERDEEN, NORTH CAROLINA · NCD981927502 . .
Prepared Under
TDD No. F4-8702-51
CONTRACT NO. 68-01-7346
Revision 0
FOR THE
WASTE MANAGEMENT DIVISION U.S. ENVIRONMENTAL PROTECTION AGENCY
March 18, 1988
NUS CORPORATION
SUPERFUND DIVISION
j
Reviewed By Approved By
R-586-3-8-7
(f..
s i I
.'l
%4ir~~'7
Assistant Regional
Project Manager
Chmw 01}~~ ¥Murray Warner, P..
Regional Project Manager
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I TABLE OF CONTENTS
I Section Page
1.0 INTRODUCTION 1
I 1. 1 Objective
1.2 Scope of Work
I 2.0 SITE CHARACTERIZATION 2
2.1 Site History and Description 2
2.2 RCRA Summary 5 I 2.3 Physiography 5
2.4 Geology 5
2.5 Geohydrology 6
I 3.0 FIELD INVESTIGATION 8
I 3.1 Sampling Investigation 8
3.1.1 Groundwater Samples 8
3.1.2 Soil Samples 12
3.2 Methodology 12
I 3.3 Population Survey 17
4.0 PRESENTATION OF ANALYTICAL DATA 18
I 4.1 Surface Soil Samples 18
4.2 Subsurface Soil Samples 23
4.3 Municipal Well Groundwater Samples 26 u 4.4 Private Well Groundwater Samples 26
I 5.0 DISCUSSION OF ANALYTICAL DA TA 31
D 6.0 PUBLIC HEAL TH ASSESSMENT 32
I 6.1 Chemicals of Concern 32 u 6.2 Environmental Fate and Toxicological Properties
of Chemicals of Concern 32 I 6.2.1 DDT 32
D 6.2.2 Lindane 34
6.2.3 Toxaphene 35
I 6.3 Environmental Pathways 35 u 6.3.1 Groundwater 35
6.3.2 Surface Water 36
I 6.3.3 Air 36
6.4 Exposure Routes 36
m 6.4.1 Soil Contamination: Dermal Contact 36
6.4.2 Groundwater Contamination: Ingestion and Dermal Contact 36 I 6.4.3 Fish Tissue Contamination: Ingestion 37
I 6.4.4 Airborne Contamination: Inhalation 37
6.5 Public Health Assessment 37
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I TABLE OF CONTENTS
I Section
Page
7.0 SUMMARY
39
I FIGURES
I Number
Page
1-1 Site Location
3 I 1-2 Site Layout
4 3-1 Groundwater Sample Locations 9 3-2 Soil Sample Locations 13
I TABLES
I Number
Page
3-1 Groundwater Samples: Sample Codes, Descriptions, and Field Measurements
10 I 3-2 Soil Samples: Sample Codes, Descriptions, and Field Measurements
14 I 4-1 Summary of Organic Analytical Results
Surface Soil Samples 19 I 4-2 Summary of Inorganic Analytical Results Surface Soil Samples
22
I 4-3 Summary of Organic Analytical Results
Subsurface Soil Samples 24
I 4-4 Summary of Inorganic Analytical Results Subsurface Soil Samples 25
4-5 Summary of Organic Analytical Results I Municipal Well Groundwater Samples 27
4-6 Summary of Inorganic Analytical Results I Municipal Well Groundwater Samples 28
4-7 Summary of Organic Analytical Results
I Private (Residential) Well Groundwater Samples 29
4-8 Summary of Inorganic Analytical Samples Private (Residential) Well Groundwater Samples 30
5-1 Water Quality Criteria of Chemicals of Concern 33
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1.0 INTRODUCTION
The NUS Corporation Region IV Field Investigation Team (FIT) was tasked by the U.S. Environmental
Protection Agency (USEPA), Waste Management Division to conduct a Site Investigation (SI) at the
Geigy Chemical Corporation Site in Aberdeen, Moore County, North Carolina. The investigation was
performed under the authority of the Comprehensive Environmental Response, Compensation, and
Liability Act of 1980 (CERCLA) and the Superfund Amendments and Reauthorization Act of 1986
(SARA). The task was performed to satisfy the requirements stated in the Technical Directive
Document (TDD) Number F4-8702-S 1.
1.1 OBJECTIVE
The objective of this site investigation was to collect environmental soil and water samples from
onsite and offsite locations for analysis which would provide data necessary to document an EPA
Hazard Ranking System (HRS) documentation. In addition to HRS support, this SI provides
information to. further characterize the site.
1.2 SCOPE OF WORK
The scope of this investigation included the following activities:
•
•
•
•
•
Collect environmental surface and subsurface soil samples
Collect a groundwater sample from a temporary monitoring well
Collect groundwater samples from municipal and private wells
Attempt to identify other potential sources of contamination
Attempt to obtain background information on the site from North Carolina CERCLA Unit files
or other appropriate agency files
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2.0 SITE CHARACTERIZATION
2.1 SITE HISTORY ANO DESCRIPTION
The Geigy Chemical Corporation site is located in Aberdeen, North Carolina and is shown on Figure
1-1. It is situated on a railroad right-of-way on Route 211, 0.3 miles east of SR 2063 in southeastern
Moore County (Ref. 1 ). The site is owned by the Aberdeen and Rock fish Railroad Company but has
been occupied by various chemical companies since about 1947. From about 1947 until 1967, the site
was leased by a succession of pesticide formulators (Refs. 2, 3). Since 1968, the site has been used by
retail distributors of agricultural chemicals (mainly fertilizers). The current occupant, Lebanon
Chemical Corporation, opened a farm service center on the site in 1985 for retail distribution of
agricultural pesticides and fertilizers. None of the site operators filed for interim status under RCRA.
Although Kaiser Chemical, a past site operator, notified under RCRA as a small generator, its RCRA
number was deleted in 1983 (Ref. 1).
Recent excavations of pesticide disposal sites in Aberdeen uncovered pesticide bags marked "Geigy"
(Ref. 1). From 1949 until 1955, Geigy Chemical Corporation used the site for the formulation of
pesticide dusts during which, DDT and other chlorinated pesticides (probably lindane and
toxophene) were formulated. No treatment or disposal are known to have occurred at the site (Ref.
3). However, it is possible that technical grade or formulated pesticides were spilled or that used
bags or fiber drums contaminated with pesticides were burned or buried on the site (Ref. 2).
The site is approximately one acre in size and consists of three buildings and four storage tanks. A
layout of the facility is shown in Figure 1-2. One of the buildings serves as an office and the other are
used as warehouses. The storage tanks have approximately 8,500 to 10,000 gallon capacity each
(Ref. 4). A well, probably used for drinking water and/or industrial use, is located onsite. The depth
of the well is unknown. Since the facility has never been placed on a municipal water or sewer
system, it is presumed that a septic tank is located onsite for sanitary purposes (Ref. 1 ).
Site runoff is expected to flow into a tributary of Aberdeen Creek, located southwest of the site
about 3,960 feet downgradient. No surface water intakes for drinking water or irrigation purposes
are known to be located within three miles downstream of the site, but this section of Aberdeen
Creek is used for fishing (Ref. 1).
Groundwater is the primary source of residential water supply in the site vicinity. Public and private
wells in the area draw water from the unconfined Sand hills Aquifer. Isomers of BHC have recently
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GEIGY CHEMICAL
CORPORATION SITE
L
-'
-,,-" ~--,-', ---.;:..
I -_-.:.----'-~ / ,',;..".,;,,;:,,'---:r
.': ~-I·:-.._ ~-
(/
----"-:---._.,,.~ :t.,.,.,.. :...,--. ~ ----~ -->,, J ' .: , -~~ 4:' ) , (' ' .· (!: I
~-'---;q --~i-;~~: -~:
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<""--..:..:. -:--.___ ·---···-.!~
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:-E' --(;-=-. -~ . ... \_
' ·' -~Jt~~ "'. . -.!·,., ," -. ___ , "-':,
:.-1--. ·-· ,, ---.
SCALE
2000 FT.
BA81 MAP 18 A PORTION OP THI U8G8 7 ,8 MINUTE QUADRANGLE 8OUTHIRN PINES AND PINEBLUFF, NORTH CAROLINA, 11180
SITE LOCATION FIGURE 1-1 GEIGY CHEMICAL CORPORATION SITE
ABERDEEN. MOORE COUNTY. NORTH CAROLINA rn Df Y@
-3-C:, A Halliburton Company
-------------------
I ... I
NOT TO ALE
SITE LAYOUT
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, MOORE COUNTY, NORTH CAROLINA
FIGURE 1-2
rn~§
C:, A Halliburton Company
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been detected in the city of Aberdeen public water supply wells (Ref. 1). One well in which BHC was
detected (Town Well #4) is located less than 1,000 feet west of the study site. Sampling data
provided by USEPA-ESD indicate that lindane was detected in private wells in the vicinity of the site
at concentrations ranging from 0.05 to 0.75 ug/1. Lindane was also found in the municipal water
distribution system at locations near the site, with concentrations ranging from 0.067 to 0.1 O ug/1.
The source of contamination is presently unknown.
2.2 RCRA SUMMARY
There are no documentation and/or indications that treating, storing, or disposal of hazardous waste
has taken place at this site after November 19, 1980. Since 1969, the site has been used by Kaiser
Agricultural Chemical and Lebanon Chemical Corporation for the retail distribution of agricultural
chemicals, specifically, fertilizers (Refs. 1, 3). However, Kaiser Agricultural Chemical did notify under
RCRA as a small quantity generator, and the RCRA number was deleted in 1983.
2.3 PHYSIOGRAPHY
Aberdeen lies in the Southern Pines area of North Carolina which is located in the western Coastal
Plain subregion known as the "Sandhills" (Ref. 5). The area around Aberdeen is characterized by
rolling hills ranging in elevation around Aberdeen from 450 to 6S0 feet above sea level. Aberdeen
Creek runs through the area at an elevation of approximately 325 feet above sea level. An east-west
trending ridge traverses the area and forms the principal drainage divide. Runoff to the north of the
divide discharges to the Little River and, to the south, to Drowning Creek. Runoff in the Aberdeen
area is to Aberdeen Creek which runs into Drowning Creek. North-south trending ridges formed by
a well developed, dendritic drainage pattern project from the principal divide. Ridge Crests, or
divides, are typically broad and slope slightly to the east or southeast (Ref. 5).
2.4 GEOLOGY
The geology of the Aberdeen area consists of a metamorphic bedrock composed of fine grained
metavolcanics and metasediments of the Carolina State Belt. The depth to bedrock is estimated at
215 to 275 feet based on local well drilling logs (Ref. 5).
Overlying the bedrock is the Sandhills Unit which includes the Cape Fear and Middendorf Formations
of late Cretaceous age. The Cape Fear Formation consists of sandstones and clays in varying
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combinations. The thickness of the Cape Fear Formation is estimated to range from 25 to 115 feet in
the vicinity of Aberdeen (Ref. 5).
Overlying the Cape Fear formation are the Middendorf Formation and, where present, the Pinehurst
Formation. The Middendorf and Pinehurst Formations comprise the Sandhills aquifer. The
Middendorf is composed of cross-bedded, medium-grained, micaceous quartz sand intercalated with
clay or sandy-clay lenses. Gravel occurs locally at the base of the Middendorf. The formation has a
mottled range and tan color with streaks of red and purple hematite and manganese stains. Layers
of hematite-cemented sandstone or "hardpan" occur throughout the unit. The Pinehurst Formation
is composed of light brown, poorly sorted, unconsolidated sand. The thickness of the Sandhills
aquifer in the Aberdeen area is estimated to range from 160 to 190 feet based on the reported
contours of the land surface and of the base of the aquifer (Ref. 5).
The outlier deposits of Eocene age are reported to occur on "Paint Hill", east of Aberdeen. The
deposits are distinctive from all others in the area and consist of glauconitic sandstones, chert, and
opal claystone. The deposits are about 50 feet thick at this location (Ref. 5).
2.5 GEOHYDROLOGY
The geohydrology of the Sandhills region is somewhat unique. It is neither typical of the Piedmont
and Mountain regions of North Carolina nor of the Coastal Plain. Although the aquifer is similar in
composition and structure to those of the Coastal Plain, it lacks their permeability, continuity and
areal extent (Ref. 5).
The principal aquifer in the area is the Sandhills which is composed mainly of the Middendorf
Formation. The Pinehurst Formation, where present, is also part of the Sandhills aquifer unit. The
Pinehurst formation and overlying surficial sands are believed to be highly permeable with an
estimated vertical hydraulic conductivity of 10-3 cm/sec (Ref. 5).
The Middendorf, because of its partial cenientation, poor sorting, and considerable silt and clay
content, is much less permeable than the overlying surficial sands and offers increased resistance to
the vertical movement of water. Because the Middendorf member transmits water at a slower rate,
lateral flow in the upper units is increased (Ref. 5).
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Beneath the Middendorf is the Cape Fear Formation which is reported to act as an aquitard to the
underlying bedrock. The bedrock is reported to be relatively permeable with an estimated hydraulic
conductivity of 10-3 to 1 o-s cm/sec. (Ref. 5)
Groundwater flow in this type of area is normally from topographic highs to topographic lows.
Hence, in the Aberdeen area, groundwater flow trends toward Aberdeen Creek. The groundwater
flow direction, however, may be affected by local pumping centers such as the town of Aberdeen's
water supply wells (Ref. 5).
The depth to water in this area varies from a few feet to approximately 100 feet below land surface.
The depth to water will vary according to topography and will be deeper on topographic highs (Ref.
5) During this investigation, the water table was reported at a depth of 21 feet bis in a private well
(Ref. 6). ·
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3.0 FIELD INVESTIGATION
The field investigation at the Geigy Chemical Corporation Site was performed to generate
information needed to support completion of a Hazard Ranking System (HRS) package for the site.
To accomplish this task, environmental groundwater, surface, and subsurface soil samples were
collected for analyses. A target survey was also conducted to establish potential population affected
within a 3-mile radius of the site. Site specific data on surface water drainage patterns and depth to
groundwater at the site were also determined.
3.1 SAMPLING INVESTIGATION
The primary design of the sampling investigation was to determine the level of contamination, if
any, on or around the Geigy Chemical Corporation Site. As a result, a total of 37 samples was
collected for analyes. Analytical services for the environmental water and soil samples collected
were provided by consulting laboratories as part of the EPA Contract Laboratory Program (CLP).
Organic analysis was performed by Gulf States Research Institute (GSRI), New Orleans, Louisiana. The
inorganic analysis was performed by Rocky Mountain Analytical Laboratories (RMAL), Arvada,
Colorado. All analytical data were subjected to a quality assurance review as described in the EPA
Environmental Services Division laboratory data guideliens. Data reported above the minimum
detection limit have been compiled and are presented in the Presentation of Analytical Data. The
full set of data are found in Appendix I.
3. 1 .1 Groundwater Samples
Sixteen groundwater samples were collected during the investigation. Of these samples, five were
obtained from the city of Aberdeen's municipal supply wells located within 4,200 feet of the site, ten
were obtained from private wells located in the site vicinity, and the remaining groundwater sample
was obtained from a temporary monitoring well. The samples were collected in an attempt to
identify contamination to groundwater in the site vicinity.
The groundwater sample locations are shown in Figure 3-1 and the corresponding sample codes,
descriptions, and field measurements are presented in Table 3-1. As shown on the Figure, the
nearest municipal well to the site is MUW-04, located approximately 900 feet west of the site. The
nearest private well is coded PW-10 and is located onsite and is used for industrial and potable
purposes. The nearest offsite private well is coded PW-09 and located approximately 500 feet north
of the site. Depth to groundwater in this well was measured at 21 feet below land surface (bis). The
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MU
+
PW-OIi
-~
77
PW-04
PW-01
IIIUW-o9
◊
GROUNDWATER SAMPLE LOCATIONS
GEIGY CHEMICAL cawoRATION SITE ABERDEEN, NORTH CAROLINA
LEGEND
◊ • MINCIPAL WELL + • PRIVATE WELL
400' 0
+ • TEIFORARY MONITOR WELL
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SC♦\I• PUT
400' 1200' 2000·
FIGURE 3-1
cB~Y@
0 A Halliburton Company
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SAMPLE
CODE
GC-MUW-01
GC-MUW-02
GC-MUW-03
GC-MUW-04
GC-MUW-09
GC-PW-01
GC-PW-02
GC-PW-03
GC-PW-04
TABLE 3-1
GROUNDWATER SAMPLES
SAMPLE CODES, DESCRIPTIONS, AND FIELD MEASUREMENTS
GEIGY CHEMICAL CORPORATION
ABERDEEN, NORTH CAROLINA
DESCRIPTION DATE TIME pH 19B7
A groundwater sample was collected from 3/23 1105 4.8
Aberdeen Municipal Well #01. The location
of the well was approximately 3300 feet
west of the site.
A groundwater sample was collected from 3/23 1155 6.5
Aberdeen Municipal Well #02. The location
of the well was approximately 2500 feet
northwest of the site.
A groundwater sample was collected from 3/23 1330 6.3
Aberdeen Municipal Well #03. The location
of the well was approximately 2800 feet
north of the site.
A groundwater sample was collected from 3/23 1025 5.4
Aberdeen Municipal Well #04. The location
of the well was approximately 900 feet west
of the site.
A groundwater sample was collected from 3/23 1405 6.5
Aberdeen Municipal Well #09. The location
of the well was approximately 4200 feet
southwest of the site.
A groundwater sample was collected from _
the Booth residential well. ·The location of
3/24 0820 6.5
the well was approximately 1200 feet south
of the site.
A groundwater sample was collected from 3/24 0910 5.2
the Demolet residential well. The location
of the well was approximately 900 feet
south of the site.
A groundwater sample was collected from 3/24 0945 5.6
the J.C. Allred residential well. The location
of the well was approximately 600 feet east
of the site.
A groundwater sample was collected from 3/24 1020 5.2
the Arnold Allred residential well. The
location of the well was approximately 1,000
feet east of the site.
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TEMP CONDUCTIVITY
(oC) (umhos/cm)
18 45
16 70
16 25
18 30
15 45
16 27
17 32
14 35
16 32
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SAMPLE
CODE
GC-PW-05
GC-PW-06
GC-PW-07
GC-PW-08
GC-PW-09
GC-PW-10
GC-TW-01
TABLE 3-1
GROUNDWATER SAMPLES
SAMPLE CODES, DESCRIPTIONS, AND FIELD MEASUREMENTS
GEIGY CHEMICAL CORPORATION
ABERDEEN, NORTH CAROLINA
DESCRIPTION DATE TIME pH 19B7
A groundwater sample was collected from 3/24 1100 5.4
the Bait & Tackle Store private well. The
location of the well was approximately BOO
feet east of the site.
A groundwater sample was collected from 3/24 1250 5.0
the Robertson residential well. The location
of the well was approximately 4200 feet
north of the site.
A groundwater sample was collected from 3/24 1345 5.0
the J. Davis residential well. The location of
the well was approximately 3200 feet
southeast of the site.
A groundwater sample was collected from 3/24 1750 5.8
the Harpster private.well. The location of
the well was approximately 2000 feet north
of the site.
A groundwater sample was collected from 3/25 0850 5.4
the Johnson private well. The location of
the well was approximately 500 feet north
of the site.
A groundwater sample was collected from 3/23 1700 6.5
an onsite potable well.
A groundwater sample was collected from a 3/24 1715 5.8
temporary monitoring well. The location of
the temporary well was approximately 1 SO
feet south of the site and in an obvious run-
off path leading from the site. The total
depth of the well was 22 feet.
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TEMP CONDUCTIVITY
(oC) (um hos/cm)
17 20
1B 17
17 30
17 25
15 54
16 27
15 15
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private wells sampled had total depths ranging from 75 to 125 feet bis whereas the municipal wells
had total depths to the base of the sandhills aquifer which is approximately 215 to 275 feet bis in the
Aberdeen area.
3.1.2 Soil Samples
Twenty-one soil samples were collected during the investigation to characterize contaminants
present, if any, in onsite soils. Of these, 12 were surface soil samples and the remaining nine were
subsurface soil samples. The sample location stations are shown on Figure 3-2 and the corresponding
sample codes, descriptions, and field measurements are presented in Table 3-2. Surface soil samples
numbered 01 through 08 have corresponding subsurface soil samples collected from the same
location, except to depths down to 4'6" bis. Surface soil samples 09 through 12 were collected from
surface water migration routes leading from the site. The remaining subsurface soil sample was
collected from the borehole of temporary monitoring well TMW-01 at 22 feet bis. During sample
collection, the subsurface soils encountered consisted of sand and clay mixtures. The least
permeable was a sandy loam, consisting of a sand and clay mixture. The permeability associated
with a sandy loam is expected to range from 1 x 10·3 to 1 x 10-s.
3.2 METHODOLOGY
All sample collection, sample preservation, and chain-of-custody procedures used during this
investigation will be in accordance with the standard operation procedures as specified in Section 3
and 4 of the Engineering Support Branch Standard Operating Procedures and Quality Assurance
Manual; United States Environmental Protection Agency, Region IV, Environmental Services Division,
April 1, 1986.
All laboratory analyses and laboratory quality assurance procedures used during this investigation
will be in accordance with standard procedures and protocols as specified in the Analytical Support
Branch Operations and Quality Assurance Manual; United States Environmental Protection Agency,
Region IV, Environmental Services Division; revised June 1, 1985 or as specified by the existing United
States Environmental Protection Agency standard procedures and protocols for the contract
analytical laboratory program.
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- - ------·-----------
I -w I
65S-01
ASB-01
~if:J ~ r.:=--' WAREHOUSE □
,'.'SSS-02 n ...,,....=-=-_,,,ASB-02 88-07
6 SS-04
ASB-04
6S8-011 iOFFICE! .1°00•01 I L:;:::;:;:::;H::;:;:::;:HH::;:;::;:HH::;:;::;:HH::;:;::;:i=+6 __ ... __. ASS-OIi SS-06 [ £:,A f 8B-011 1111111111111111 I I I I I I I I I I I ~~~:J;7++1H+-++i-+-1+,4-,_J. ~ ... , .... ~ 88-106 / 6SS-09 /
~~++H-j--f I I I I~ I I I I I I I I I I I •6 1
1
I ss-11 / / RAILROAD TRACK, / /
.c, ss-12
6 88-08
A 8B-08
LEGEND
6 SURFACE SOIL SAMPLE
• SUBSURFACE SOIL SAIIPLI!
_,, WASH-OUT AREAS BENEATH ATW-01S / RAILROAD TRACKS
SOIL SAMPLE LOCATION MAP
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
SCALE
0 SO 100 FEET
FIGURE 3-2
E:B~§
C:, A Halliburton Company
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SAMPLE
CODE
SS-01
SB-01
SS-02
SB-02
SS-03
SB-03
SS-04
SB-04
SS-05
SB-05
SS-06
TABLE 3-2
SOIL SAMPLES
SAMPLE CODES, DESCRIPTIONS, AND FIELD MEASUREMENTS
GEIGY CHEMICAL CORPORATION
ABERDEEN, NORTH CAROLINA
DESCRIPTION DATE
1987
A surface soil sample was collected approximately 100 feet 3/23
north of the site. The soil type was a brown sand.
A subsurface soil sample was collected from the same 3123
location as SS-01. The borehole was advanced and the
sample was collected 4 feet bis. The soil type was a light red
sand.
A surface soil sample was collected in an area north of the 3/23
onsite above ground storage tanks. The soil type was a
brown sand.
A subsurface soil sample was collected from the same 3/23
location as SS-02. The soil type was a brown sandy red clay.
The sample was collected 4 feet bis.
A surface soil sample was collected in an area immediately 3/23
north of the.buildings. The soil type was a brown sand.
A subsurface soil sample was collected from the same. 3/23
location as SS-03. The borehole was advanced and the
sample was collected 4'5" bis. The soil type was sandy red
clay.
A surface soil sample wascollected from an area east of the 3/23
site. The soil type was a brown sandy clay.
A subsurface soil sample was collected from the same 3/23
location as 55-04. The borehole was advanced and the
sample was collected 4'1 • bis. The soil was a.brown sandy
clay.
A surface soil sample was collected from the west area of 3/23
the site. The soil type was a brown sa·nd.
A subsurface soil sample was collected from the same 3/23
location as SS-05. The borehole was collected 3'5" bis, and .
the soil was a brown sandy red clay.
A surface soil sample was collected from an area 3/23
immediately south of the above ground storage tanks. The
soil had a very dark discoloration.
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TIME
1545
1610
1650
1700
1550
1610
0920
0940
1500
1510
1230
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SAMPLE
CODE
SB-06
SS-07
SB-07
SS-08
SB-08
SS-09
SS-10
55-11
SS-12
TABLE 3-2
SOIL SAMPLES
SAMPLE CODES, DESCRIPTIONS, AND FIELD MEASUREMENTS
GEIGY CHEMICAL CORPORATION
ABERDEEN, NORTH CAROLINA
DESCRIPTION DATE
1987
A subsurface soil sample was collected from the same 3/23
location as SS-06. The borehole was advanced to 3.5 feet
bis at which point the sample was collected. The soil type
was a red clay.
A surface soil sample was collected from an area 3/23
immediately south of the warehouse facility. The sample
soil type was a brown sandy clay.
A subsurface soil sample was collected from the same 3/23
location as SS-07. The total depth of the advanced borehole
was 3.5 feet bis. The soil type was a sandy red clay.
A control surface soil sample was collected approximately 3/23
500 feet southeast of the site. The soil type consisted of a
brown sand.
A control subsurface soil sample was collected from the 3/23
same location as SS-08. The sample was collected 4 ft bis
and consisted of a sandy red clay.
A surface soil sample was collected from a run-off migration 3/23
route leading from the site. The location was southeast of
the site. The sample consisted of a brown clayey sand.
A surface soil sample was collected from a run-off migration 3/23
route leading from the site. The location was in the center
area south of the site. The sample consists of a brown sand.
A surface soil sample was collected from a run-off migration 3/23
route leading from the site. The location was in the east
area of the site directly south of the above ground storage
tanks. The sample consisted of a brown sand
A surface soil sample was collected from a run-off migration 3/25
route leading from the site. The location was approximately
100 feet south of the site. The sample consisted of a brown
sand·
-15-
TIME
1250
1035
1100
1500'
1520
1155
1235
1245
1000
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SAMPLE
CODE
TW-01S
TABLE 3·2
SOIL SAMPLES
SAMPLE CODES, DESCRIPTIONS, AND FIELD MEASUREMENTS
GEIGY CHEMICAL CORPORATION
ABERDEEN, NORTH CAROLINA
DESCRIPTION DATE
19B7
A subsurface soil sample was collected during the 3/24
installation of temporary monitoring well TW-01. The
location was approximately 150 feet south of the site in an
obvious run-off migration route. The sample was collected
22 feet bis and consisted of a red clay with sand.
-16-
TIME
1645
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3.3 POPULATION SURVEY
To satisfy requirements for the number of people who use the groundwater within a 3-mile radius of
the site, a survey was conducted. The survey established that approximately 5,924 people are served
by groundwater (potable source) within a 3-mile radius of the site. The aquifer of concern is the
Sandhill aquifer, since the City of Aberdeen Water System draws from this aquifer. The water system
had 1,326 meters in service at the time of the investigation, of which approximately 70% were
residential. Using the standard 3.8 persons per household conversion factor, the resulting
population would be 3,257. The remaining 2,397 people (631 homes) were identified in areas
outside of the city limits of Aberdeen.
-17-
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4.0 PRESENTATION OF ANALYTICAL DATA
The analytical results will be presented in four sections. The first two sections will present the results
from surface and subsurface soil sample analyses. The third section will present the results from
analyses of the municipal well groundwater samples and the fourth section will present results from
analysis of the private well groundwater sample analyses. As mentioned earlier, the facility was used
to formulate pesticides and the analytical results will focus on these compounds.
4.1 SURFACE SOIL SAMPLES
Twelve surface soil samples were collected from on and offsite locations during the investigation.
The surface soil sample locations are shown on Figure 3-2. The organic analytical results are
presented in Table 4-1, and the inorganic analytical results are presented in Table 4-2.
As shown on Table 4-1, the control sample SS-08 did not contain any organic compounds, with the
exception of an unidentified compound at comparably lower estimated concentrations. Polynuclear
Aromatic Hydrocarbons (PAHs) were identified in samples collected from south of the tank area (SS-
06), south of the warehouse (SS-07), and in the surface water migration route sample (SS-10) located
between the railroad tracks south of the site. Concentrations of these compounds ranged from 53 to
250 ug/kg. Solvents were identified in samples collected from the tank area (SS-02 and 55-06), south
of the warehouse (SS-07), and in the surface water migration route sample (SS-11) located south of
the tank area. Concentration levels of the solvents were from an estimated value of 1.8 to 3,700
ug/kg. Unidentified compounds were identified in all samples, however, the control sample (SS-08)
analytical results were at significantly lower estimated values.
Analytical results indicated the presence of several chlorinated hydrocarbon pesticides including DDT
(dichlorodiphenyltrichloroethane) and its metabolites (DDD and DDE), isomers of benzene
hexachloride (Alpha, Beta, Gamma, and Delta-BHC), aldrin, dieldrin, endrin, chlordane, and
toxaphene. As shown on Table 4-1, DDT and its metabolites and toxaphene were identified in most
of the surface soil sample analytical results. The higher concentrations of DDT (9,100 to 37,000
ug/kg.) were in the west area (SS-05), south of the tank area (SS-06), and in surface water migration
route sample (SS-10). Toxaphene was identified at higher concentrations (100,000 to 740,000 ug/kg)
along the surface water migration route sample (SS-09, SS-10, SS-11 and SS-12). Isomers of BHC were
identified in the tank area (SS-02 and SS-06), west area (SS-05), south of the warehouse (SS-07), and
in the surface water migration route samples (SS-1 O and SS-11) at concentrations from 46 to 1,100
ug/kg. Aldrin, dieldrin, and chlordane were identified in the surface water migration route
-18-
Offsite
Compounds (ug/kg)
Control Tank Area
SS-08 SS-02
Carbon Disulfide . .
1.4-Dichlorobenzene -.
1,2,4-Trichlorobenzene . 3,700(J)
Phenanthrene - -
Fluoranthene - -
Pyrene - -
Bis(2-ethylhexyl) Phthalate -
Chrysene '
D1-N-Octylphthalate -
Benzo (Band/or K) Fluoranthene - -
Benzoic Acid -
Estimated Value
N Presumptive evidence of material
JN Presumptive evidence of material at estimated value
C Confirmed by GC/MS
Analyzed for but not detected
TABLE 4-1
SUMMARY OF ORGANIC ANALYTICAL RESULTS
SURFACE SOIL SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN. NORTH CAROLINA
Onsite
North of south of
Warehouse East Area West Area Tank Area Warehouse
SS-03 SS-04 SS-05 SS-06 55-07
. . . 1.B(J)
- -- -
. . 330(J) 69(J)
-190(J) 53(J)
-Bl(J) 87(J)
--120(J) 71 (J)
----
---69(J)
1 S0(J) -
--110(J)
240(J)
Offsite Off site
Surface Water Migration Routes
South of South of South of Northwest of
Warehouse Warehouse Tank Area Site Site
SS-09 SS-10 SS-11 SS-12 SS-01
. -- --
--21 0(J) . -
--560 --
---
-180(J) --
-200(J) --
-1,200 -
-160(J) -
--690
250(J) -
-
----
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N 0
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Offsite
Compounds (ug/kg)
Control Tank Area
55-08 55-0l
Tetrapiperidinone . .
Tetramethylpiperidinone . .
Unidentified Compounds 50,000J 50,000J
(1) (3)
Aldrin . .
Alpha-BHC . 400
Beta-BHC 900(J)
Gamma-BHC (Lindane) . .
Delta-BHC . .
Dieldrin . .
J Estimated Value
N Presumptive evidence of material
JN Presumptive evidence of material at estimated value
C Confirmed by GC/MS
Analyzed for but not detected
TABLE 4-1 (continued)
SUMMARY OF ORGANIC ANALYTICAL RESULTS
SURFACE SOIL SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Onsite
North of South of
Warehouse East Area West Area Tank Area Warehouse
55-03 55-04 55-05 55-06 55-07
1,000 . .
(JN)
400(JN) . .
200,000J 40,000J 70,000J 30,000J 70,000J
(18) (10) (20) (23) (12)
. .
. 46(J) 420(J) 290
. 330 .
. 77(J) 120(J)
. . 170(J)
. .
-
Offsite Offsite
Surface Water Migration Routes
South of South of South of Northwest of
Warehouse Warehouse Tank Area Site Site
55-09 55-10 55-11 55-12 55-01
. .
..
100,000J 100,000J 100,000J 100,000J 40,000J
(1 3) (16) (14) (17) (10)
28,000 .
(C)
. . 5 l0(J)
860(() 1.l00(J) .
.
6,400(J) . 380(J) .
. 620(JC) . .
' N ,_.
'
Offsite
Compounds (ug/kg)
Contrc>a Tank Area
55-08 55--02
4,4' -DDT (P,P' -DDT) .
4,4'-DDE (P,P'-DDE) . 1,7000
(JC)
4,4'-DDD (P,P'-DDD) .
Endrin -.
Chlordane (Tech. Mixture) . .
Toxaphene . 18,000
J Estimated Value
N Presumptive evidence of material
JN Presumptive evidence of material at estimated value
C Confirmed by GC/MS
Analyzed for but not detected
--
TABLE 4-1 (continued)
SUMMARY OF ORGANIC ANALYTICAL RESULTS
SURFACE SOIL SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Onsite
North of South of
Warehouse East Area West Area Tank Area Warehouse
55--03 55--04 55--05 55--06 55--07
44,000 1 S0(J) 37,000 9, 100(J) 1.400 ·
(J) (J) (JC)
3,SOO(J) 72(J) 16,000 2,900(J) .
(JC)
2,500 . 1,300 .
(JC) (JC)
. 42(J)
.
150,000 1,000 200,000 260,000 50,000
(JN) (C) (C)
-
Offsite Offsite
Surface Water Migration Routes
South of South of 5outhof Northwest of
Warehouse Warehouse Tank Area Site Site
55--09 55-10 55-11 55-12 55--01
. 10,000(J) 3,800(J) 9,300(J) 77(J)
. 1,100(J) 20(J)
. . . . 13(J)
. . .
270,000 4,300N
(JC)
480,000 340,000 740,000 100,000 S60(JN)
(C) (C) (C) (C)
-,_ -.. 1!111 -1)1111
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N N I
Offsite
Elements (mg/kg)
Control
(5EI
55--08
Arsenic
Barium 8
Chromium .
Lead 7.75
Vanadium 2.8
Zinc
Aluminum 2,700
Manganese 4.6
Calcium .
Magnesium .
Iron 1,200
Sodium
Potassium 77
Cyanide .
Analyzed For But Not Detected
Estimated Value
Tank Area
55--02
.
6
13
6.2J
5.5
3,100
8.9
.
.
1,600
340
N Presumptive evidence of material
TABLE 4-2
SUMMARY OF INORGANIC ANALYTICAL RESULTS
SURFACE SOIL SAMPLES
North of
Warehouse
55--03
63
31
170J
15
990
2,300
760
88,000
42,000
9,700
1,900
2.400
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Onsite
South of East Area West Area Tank Area Warehouse 55-04 55--05 55--06 55--07
4.9 16 9.6 17
. 6.2 13 20
8.9J 32J 13J 46J
3.8 77 6 13
82 510
600 5,100 2,500 3,800
220 32 33 220
190,000 . 4,800 27,000
120,000 . 1.200 8,100
3,100 2,600 3,100 5,500
3,100
880 180 2,000 830
. 2.8 .
JN Presumptive evidence of material at estimated value
iiiil
Offsite Offsite
Surface Water Migration Routes
South of South of South of Northwest of Tank Area Warehouse Warehouse Site Site 55-11 55--09 55-10 55-12 55--01
7.5JN -.
12 8.9 8.2 lJ 6
7.6 55 12
7J 445 11 J 13J
6.3 5.6 6.7 3.2 2 3
80 .
8,300 3,600 3.400 1,900 2,100
28 9J 27 36 2.2
4,600 . 2,100 .
2,300 . 1,000 . .
5,000 2,700 2,300 1,000 880
. . .
160 150 1,900 91 160
. .
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exclusively at concentrations ranging from 42 to 270,000 ug/kg. Endrin was identified in sample SS-
07 only and at an estimated value of 42 ug/kg.
The inorganic analytical results of the surface soil samples appear similar to those of the control
sample (SS-08). The exception to this would be an elevated concentration of zinc in samples
collected from the warehouse area (SS-03 and SS-07).
4.2 SUBSURFACE SOIL SAMPLES
Nine subsurface soil samples were collected during the investigation from on and offsite locations.
The subsurface soil sample locations are presented in Figure 3-2. The organic analytical results are
presented in Table 4-3 and the inorganic analytical results are presented in Table 4-4,
As shown in Table 4-3, the organic analytical results detected solvents in the offsite subsurface soil
sample SB-01 and not in onsite samples. Plasticizers were identified in the analytical results of
subsurface soil samples collected from the tank area (SB-02) and from the east (SB-04) and west
(SB-05) areas. Numerous unidentified compounds were identified at estimated values in all analyses
with the exception of the control sample (SB-08) which did not have any organic compounds
detected.
Toxaphene was detected in all subsurface soil samples analyses ranging from 500 to 17,000 ug/kg,
The highest concentration was from the sample collected north of the wareho_use (SB-03). DDT and
its metabolites were also identified in all sample analyses with the exception of the sample collected
south of the warehouse (SB-07). The highest concentration of DDT (4,200 ug/kg) was detected in the
samples collected from north of the warehouse (SB-03). Isomers of -BHC were also identified in the
same sample (SB-03) at elevated concentrations and also from the sample collected south of the
warehouse (SB-07). The offsite subsurface soil sample TW-01S also had isomers of -BHC and
toxaphene identified in the analytical results.
The inorganic analytical results for the subsurface soil samples are presented in Table 4-4, As shown
in the results, the inorganics reported are similar to the control sample (SS-08) and are comparable in
concentration, with minor deviations.
-23-
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N ...
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Offsite
Compounds (ug/kg)
Control
SB-08
Methyl Butyl Ketone -
Methyl lsobutyl Ketone -
D1-N-Octylphthalate -
2-Chlorophenol -
Tetramethylpiperinone -
Unidentified Compounds(#) -
Aldrin -
Heptachlor -
Alpha-BHC -
Gamma-BHC (Lindane) -
Delta-BHC -
4,4' -DDT (P,P' -DDT) -
4,4' -DDE (P,P' -DDE) -
4,4' -DDD (P,P' -DDD) -
Toxaphene -
Analyzed for but not detected
J Estimated Value
TABLE 4-3
SUMMARY OF ORGANIC ANALYTICAL RESULTS
SUBSURFACE SOIL SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Onsite
Tank Area North of East Area West Area
SB-02 Warehouse SB-o4 SB-OS SB-03
---
- --
130(J) -B50 200())
-- --
4,000JN S00JN 700JN B005JN
100,000J 100,000J 100,000J 70,000J
(13) (13) (12) ( 11)
-5.3J -
14J - - -
-62J 20J -
----
--54 -
4 l0J 4,200JC 240J 220J
39J 700JC 90J 70J
36J 550JC --
1500 17,000 2,600JN 2,400
Tank Area
SB-06
-
-
-
-
-
100,000J
(20)
-
-
-
4.6J
-
-
27J
99J
2,200
JN Presumptive evidence of material at estimated value
C Confirmed by GC/MS
Offsite
South of Southwest Northwest Warehouse SB-01 TW-015 SB-07
-1 00(J) -
-12(J) -
- --
--9B(J)
---
70,000J 200,000J 100,000J
( 11) (9) ( 10)
--
--
13J 5.3J
6.BJ -
1 lJ 5.3J
-11 OJ 95
-14J -
-11 J -
1,000 500JN 1,900
--- ----------1111!11 ~(-1!111 -liliil,_
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Offsite
Elements (mg/kg)
Control
s~
Arsenic 12JN
Barium 7.8
Chromium 12
Lead 45
Antimony 15
Vanadium 16
Aluminum 10,000
Manganese -
Calcium -
Iron 3,400
Sodium -
Potassium 200
Cyanide -
TABLE4-4
. SUMMARY OF INORGANIC ANALYTICAL RESULTS
SUBSURFACE SOIL SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Onsite
Tank Area North of East Area West Area
SB-02 Warehouse SB--04 SB-05 SB-03
12JN 14JN 14JN -
2.7 6.9 11 3.3
14 11 20 6.7
-15J 4.3J 3.6J
---
24 14 27 11
8,400 9,700 18,000 4,600
3.7 11 2.3 4
-1,900 --
7,800 5,800 14,000 3,200
-670 840 -
560 1,200 520 180
---
Tank Area
SB-o6
9.7JN
2.8
9.7
-
-
22
6,400
3.8
-
6,800
-
2,900
0.65
JN Presumptive evidence of material at estimated value
Analyzed For But Not Detected
Offsite
South of Northwest Southwest Warehouse SB-01 TW-015 SB-07
19JN 18JN -
4.6 9.6 -
14 16 6.2
4.5 3.75 -
-- -
28 21 17
11,000 19,000 900
5.5 --
- --
7,700 7,500 6,200
- --
320 160 -
---
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4.3 MUNIOPALWELL GROUNDWATER SAMPLES
Five groundwater samples were collected from the City of Aberdeen municipal well system. The five
wells sampled were the closest municipal wells to the site. The location of the wells are shown on
Figure 3-1. The organic analytical results are presented in Table 4-S, and the inorganic analytical
results are presented in Table 4-6.
The organic analyses identified a solvent, 1,2,4-trichlorobenzene in Municipal Well #01 (11 ug/I) and
#04 (1.9 ug/I). Also identified in these two wells were alpha, beta, and gamma-BHC. Municipal Well
#01 had been closed prior to the sampling investigation due to low level pesticide contamination.
The sample collected from Municipal Well #04, located approximately 900 feet east of the site,
contained gamma-BHC (Lindane) at a concentration of 4.0 ug/1. The concentration is the Maximum
Contamination Level (MCL) allowed for public drinking water sources. Municipal Well #09 sample
also contained alpha, beta, and gamma-BHC at concentrations ranging from .2 to .3 ug/1.
The inorganic analytical results for the Municipal Wells appear to be below the MCL with the
exception of mercury in the Municipal Well #04 sample. However, the concentration level of 2.5 ug/I
has been estimated.
4.4 PRIVATE WELL GROUNDWATER SAMPLES
Ten private wells were identified and sampled during the investigation. Included in this group is a
single temporary well groundwater sample collected from an area of obvious surface water
migration. The sample locations are shown on Figure 3-1. The organic analytical results are
presented in Table 4-7 and the inorganic analytical results are presented in Table 4-B.
The organic analytical results indicate solvents were identified in numerous private well samples.
However, the concentrations, as shown in Table 4-7, were 20 ug/I or lower. Pesticides were identified
in private well samples (01 and 07) at less than 2.8 ug/1. Even though the levels were low, the samples
are from downgradient locations; hence, the contamination may be from offsite migration of
contaminants.
The inorganic analytical results indicate that the MCL was exceeded for lead in private well samples
PW-01 and PW-05). The onsite well sample, PW-10, contained zinc at a concentration of 1,600 ug/I,
which exceeds the MCL. Copper was also observed in the same sample at an elevated concentration.
Private well sample PW-05 had elevated concentrations of copper and zinc.
-26-
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TABLE 4-5
SUMMARY OF ORGANIC ANALYTICAL RESULTS
MUNIOPAL WELL GROUNDWATER SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Compounds (ug/1)
I1,2,4-Trichlorobenzene
Unidentified Compounds(#)
Alpha-BHC
Beta-BHC
Gamma-BHC (Lindane)
Explanation of Codes
Analyzed for but not detected
Estimated Value
MUW-01 MUW-02 MUW-03
11 . .
. 1 OJ( 1) .
1.8J - -
4.9 - -
16 - -
-27-
MUW-04 MUW-09
1.9(J) .
- -
2.9J 0.3J
0.9 0.2
4.0 0.3
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TABLE 4-6
SUMMARY OF INORGANIC ANALYTICAL RESULTS
MUNICIPALWELL GROUNDWATER SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Elements (ug/I) MUW-01 MUW-02 MUW-03
Barium 2B 5 5
Beryllium 1 --
Copper ---
Lead ---
Vanadium ---
Zinc ---
Mercury 1.6JN 1.7JN 1.5JN
Aluminum ---
Manganese 16 --
Calcium 960 --
Magnesium 780 300 170
Iron 110 . 30
Sodium 3,100 11 2,000
Potasium 340 590 150
Explanation of Codes
Analyzed for but not detected
JN Presumptive evidence of material at estimated value
-28
MUW-04 MUW-09
15 14
--
--
--
--
. -
2.5JN 1.95JN
--
. -
--
480 370
--
2,500 7,500
290 380
- - - - - - -----.. - - ----... -
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TABLE 4-7
SUMMARY OF ORGANIC ANALYTICAL RESULTS
PRIVATE (RESIDENTIAL) WELL GROUNDWATER SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Compounds (ug/I) PW-01 PW-02 PW-03 PW-04 PW-05 PW-06 PW-07
Vinyl Chloride -. 1.4JN . . . .
Methylene Chloride . . . . . . .
Trichloroethene . 6.4()) B.2J . . . .
2-Hexanone . . . . SJN SJN SJN
Unidentified Compounds ( #) . . -. 5)(1) . .
Alpha-BHC 1.7) . . . . . 0.2J
Beta-BHC 0.7 . . . . . 0.2
Gamma-BHC (Lindane) 1.3 -. . . . 0.2
Explanation of Codes
Analyzed for but not detected
J Estimated value
JN Presumptive evidence of material at estimated value
PW-OB PW-09 PW-10 TW-01
. . . .
. . 10) .
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
-------------------
I w
0
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Compounds (ug/I)
Barium
Beryllium
Copper
Lead
Vanadium
Zinc
Mercury
Aluminum
Managane5e
Calcium
Magnesium
Iron
Sodium
Potassium
Explanation of Codes
TABLE 4-B
SUMMARY OF INORGANIC ANALYTICAL RESULTS
PRIVATE (RESIDENTIAL) WELL GROUNDWATER SAMPLES
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
PW-01 PW-02 PW-03 PW-04 PW-05 PW-06 PW-07
9 22 14 12 6 B 16
--1 -- --
-170 610 140 160 - -
67 16 29 18 95 12 13
--1 -- --
--580 -- -87
1.95JN 2.0JN 0.9JN 1.6JN 1.4JN 1.9JN 1. 7JN
- - -- ---
-5 10 - -5 5
-- - -- - -
3,100 630 480 400 250 260 510
-200 540 30 730 41 70
2,200 2,000 2,500 2,400 1,200 -1,800
150 160 210 130 180 210 430
Analyzed for but not detected
JN Presumptive evidence of material at estimated value
PW-OB PW-09 PW-10 TW-01
26 8 5 11
-- --
- -690 -
- -12 -
---3
-110 1,600 89
-1.0JN 1.6JN 1.3JN
-460 -2,000
-6 22 8
910 2,300 -3,400
880 650 200 700
-340 770 1,500
1,600 3,400 1,700 -
430 2,500 160 730
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5.0 DISCUSSION OF ANALYTICAL DA TA
A review of the analytical data indicates the presence of a variety of chlorinated pesticides, PAH's
and solvents in samples collected from the Geigy Chemical Corporation Site. Contaminates were
detected in both soil and groundwater samples collected from the study area.
The soil investigation identified the presence of PAH's, plasticizers, solvents and pesticides. The
PAH's are believed to be the result of asphalt paving and/or runoff from the railroad tracks. Some
PAH's were identified in soil samples collected around the tank area and could possibly be derived
from other sources. However, the PAH's were identified in the surface soil samples exclusively and
not in subsurface soil samples. The origin of the plasticizers detected during the investigation is
unknown. The solvents, e.g., 1,4 Dichlorobenzene and 1,2,4 Trichlorobenzene, identified in the soil
investigation are believed to be used as pesticides and/or intermediates in the production of
pesticides (Ref. 21 ). The identification of the PAH's were detected in concentrations that ranged
from 69 to 250 ug/kg, plasticizers, concentrations that ranged from 130 to 850 ug/kg, and solvents
were detected in concentrations ranging from 1.8 to 3,700 ug/kg.
The identification of pesticides in the soil samples was wide spread. For example, toxaphene was
reported at concentrations ranging up to 740,000 ug/kg in the surface soil samples and up to 17,000
ug/kg in the subsurface soil. DDT and the BHC compounds exhibited similar findings. In both surface
and subsurface soil samples, the areas with the highest concentrations were the tank area and the
surface water migration routes. The analytical data indicates the majority of the contaminants are
migrating into the subsurface, but a significant amount is still present at the surface and could cause
groundwater and surface water contamination. In addition, a potential problem exists from direct
contact of the contaminated soil or inhalation of airborne particulates from the contaminated soil.
The groundwater investigation indicates the presence of contaminants known to be associated with
the site. Isomers of BHC were identified in the Aberdeen Municipal Well #04 located less than 1,000
feet from the site and in private wells located less than 3,500 feet downgradient of the site. In
addition to the pesticides identified, a solvent 1,2,4 trichlorobenzene was identified in the soil
samples onsite and also in the groundwater sample collected from Municipal Well #04. Another
example of possible groundwater/soil contamination is the presence of zinc in elevated
concentration in the soils and also in the onsite private well (PW-10) groundwater sample.
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6.0 PUBLIC HEALTH ASSESSMENT
This public health assessment serves to identify and evaluate potential hazards to public health
which may result from the release of hazardous substances at the Geigy Chemical Corporation site in
the absence of remediation. The assessment is based upon data obtained during the sampling
investigation conducted at the site.
6.1 CHEMICALS OF CONCERN
Results of chemical analyses indicate the presence of several chlorinated hydrocarbon pesticides at
the site. DDT, its related compounds (DDD, DDE), and toxaphene were found at high concentrations
in surface and subsurface soils. Lindane (Gamma-BHC) and other isomers of BHC were found at
lower concentrations and at fewer sampling locations; however, lindane and the alpha and beta
isomers of BHC were the only chlorinated hydrocarbon compounds found in groundwater samples
collected from private and municipal wells near the site. DDT, lindane, and toxaphene are
attributable to the pesticide formulation process conducted at the site and are considered to be the
chemicals of concern for this public health assessment.
A few groundwater samples contained levels of lead, mercury, trichloroethene, and/or vinyl chloride
which exceeded current or proposed federal drinking water standards (Table 5-1). Of these four
chemicals, lead was the only one found in onsite soil samples at concentrations above the minimum
detection limit; only one of these soil samples had a lead concentration significantly greater than
that of the control. Since these chemicals were generally found at low concentrations and/or at few
sampling locations, and since the relationship of these chemicals to operations at the facility is
unknown, these chemicals are not discussed further in this public health assessment.
6.2 ENVIRONMENTAL FATE AND TOXICOLOGICAL PROPERTIES OF CHEMICALS OF CONCERN
DDT, lindane, and toxaphene can have several environmental fates. Their effects upon human
health depend upon factors such as the form of the chemical, its concentration, the exposure route,
and the duration of exposure.
6.2.1 DDT
DDT (dichlorodiphenyltrichloroethane) and its metabolites (chiefly DDD and DOE) are persistent in
the environment. Since DDT has a low solubility in water, it leaches slowly through soils, particularly
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--- ----------- - ----
' w w '
TABLE 6-1
WATER QUALITY CRITERIA OF CHEMICALS OF CONCERN
GEIGY CHEMICAL CORPORATION SITE
ABERDEEN, NORTH CAROLINA
Federal Drinking Water Observed-Concentrations at Selected Wells (mg/I) Standards (mg/I) Chemical
MCL MCLG
Lead 50 20b
Mercury 2• 3b
Trichloroethylene 5, 0•
(Trichloroethylene)
Vinyl Chloride 2< 0•
lindane (8-BHC) 4• 0.2b
Toxaphene 5• Ob
MCL
MCLG
PW
MUW
J
Maximum Contaminant level
Maximum Contaminant Level Goal
Private Well
Municipal Well
Estimated Value
PW-01
67
--
--
-
1.3
-·
JN Tentative identification of analyte; estimated value
PW-02 PW-03 PW-05 PW-07 MUW-01 MUW-04
--29 95 ------
2.0JN --------2.5 JN
6.4J 8.2J --------
--1.4JN --------
--- --0.2 16 4.0
------------
MUW-09
--
--
--
--
0.3
--
a National Interim Primary Drinking Water Regulations promulgated in accordance with the provisions of the Safe Drinking Water
Act, Pl 93-523
b
C
USEPA, 1986. Superfund Public Health Evaluation Manual. Exhibit 4-7: EPA Proposed MCL's and MCLG's.
USEPA, 1987. National Primary Drinking Water Regulations-Synthetic Organic Chemicals; Monitoring for Unregulated
Contaminants; Final Rule. Part II, 40 CFR Parts 141 and 142. July 8, 19B7.
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those with a high organic carbon content (Ref. 7). Widespread dispersion of DDT can occur through
volatilization, erosion, and runoff (Ref. 8). DDT and DOE are degraded slowly through
1 biotransformation and, in aquatic environments, undergo some degradation through photolysis
(Ref. 9). DDT is soluble in lipid and accumulates in fatty tissues (Refs. 8, 10). Although DDT is toxic to
many organisms, it is passed along food chains, undergoing biomagnification (i.e., increasing in
concentration) at each successive step in a food chain (Ref. 11). In this manner, the presence of DDT
at low concentrations.in the environment can lead to high concentrations of DDT in the top
carnivores of a food chain.
In man, DDT affects the central nervous system (CNS), with high doses leading to convulsions (Refs.
10, 11). Ingested DDT accumulates in the body's fatty tissues (Ref. 11). DDT is poorly absorbed
through the skin (Refs. 8, 10, 11). In laboratory animals, DDT adversely affects the liver and causes
reproductive problems (Refs. 9, 11). · Experimental animals exposed to DDT through ingestion
developed liver tumors, while inhaled DDT led to an increased incidence of lung tumors and
lymphomas (Refs. 7, 9, 11). Although there is no clear evidence of DDT carcinogenicity in humans,
DDT is considered a probable human carcinogen; therefore no subchronic acceptable intake (AIS -
less than 90 days) or chronic acceptable intake (AIC -greater than 90 days) have been calculated for
DDT (Ref. 1). DOD and DOE have been shown to be carcinogenic only in experimental animals (Ref.
11 ).
6.2.2 Lindane
Lindane is the gamma isomer of hexachlorocyclohexane (gamma-HCH) and is also known as gamma-
benzene hexachloride (gamma-BHC). Lindane is fairly persistent in the environment. It is adsorbed
onto soil particles, particularly in the presence of organic matter (Refs. 12, 13). Although lindane can
be persistent in soils (Refs. 9, 12), it is one of the more water soluble chlorinated hydrocarbon
pesticides and is therefore more likely to leach into groundwater (Ref. 13). Lindane can also undergo
some volatilization from soil (Ref. 9). In aquatic sediments, lindane can volatilize or adsorb onto
organic particles, settle out into the sediment, then undergo anaerobic biodegradation (Refs. 9, 14).
Lindane can bioaccumulate to some extent in organisms (Ref. 14).
Lindane is the most acutely toxic isomer of benzene hexachloride (hexachlorocyclohexane) (Ref. 13).
In humans, the alpha and gamma isomers stimulate the CNS, causing tremors and convulsions, while
the beta and delta isomers depress the CNS (Refs. 11, 13). Lindane also causes aplastic anemia and
affects metabolism and the liver or kidneys (Refs. 10, 13). In concentrated liquid form, lindane causes
dermal irritation in some individuals (Ref. 14). Lindane is carcinogenic in mice, causing liver tumors
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(Ren. 9, 10, 11). It is a probable human carcinogen; thus no AIS or AIC values have been calculated
for lindane (Ref. 13).
6.2.3 Toxaphene
Toxaphene is persistent in the environment. Commercial toxaphene is fairly stable but can degrade
under prolonged exposure to sunlight, alkali, or temperatures above 120cc. Toxaphene residues in
soils can become airborne, particularly in agricultural areas (Ref. 15). In aquatic environments,
toxaphene is adsorbed onto sediments or onto particulate matter and then deposited in the
sediment, where it can undergo biological and chemical reduction. Biodegradation of toxaphene
apparently occurs only in anaerobic environments (Ref. 9). Although toxaphene is toxic to many
organisms, it can also accumulate in organisms and undergo biomagnification along food chains
(Refs. 9, 16).
Although toxaphene can adversely affect health through dermal contact and inhalation, its most
serious health effects occur as a result of exposure through ingestion (Ref. 9). Some storage .of
toxaphene occurs in body fat (Ref. 10). However, subchronic exposure to toxaphene affects the
kidneys and blood chemistry (Ref. 9). Acute exposure primarily affects the CNS, causing tremors,
convulsions, and death (Refs. 9, 10). Toxaphene is a moderately toxic skin irritant that can be
absorbed through the skin (Ref. 10). It is also an experimental carcinogen, causing liver tumors in
mice and thyroid tumors in rats (Refs. 9, 11).
6.3 ENVIRONMENTAL PATHWAYS
Concentrations of DDT, DDD, DDE, and toxaphene found in onsite soil samples were significantly
greater than those in background (offsite) soil samples (Tables 4-1 to 4-4). Although lindane was
also found in onsite soil samples, its concentrations were not as elevated and its occurrence was not
widespread. Contaminants found in soil at the site can potentially be transported along several
environmental pathways.
6.3.1 Groundwater
Although DDT, DDD, DDE, and toxaphene were not found in onsite or downgradient water samples,
there is a potential for groundwater contamination through leaching of these compounds from
contaminated soil. The amount of contamination might be limited by the low water solubility of
these compounds. However, the close proximity of several private and municipal water supply wells
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to the site and the occurrence of low concentrations of lindane in some of those wells make
groundwater an environmental pathway of concern.
6.3.2 Surface Water
The topography of the site is such that soil contaminants could leave the site in surface water runoff,
potentially reaching tributaries which flow into Aberdeen Creek. Therefore, surface water is
considered to be an environmental pathway of concern.
6.3.3 Air
No air sampling data are available to indicate contamination of air at the site. However, onsite soils
contaminated with DDT, DDD, DDE, lindane, and toxaphene could potentially become airborne as
dust, resulting in an air pathway.
6.4 EXPOSURE ROUTES
6.4.1 Soil Contamination: Dermal Contact
Dermal contact with contaminated soils is a possible exposure route. Maximum concentrations of
the contaminants of concern found in onsite soils were 44,000 ug/kg (estimated value) for DDT,
16,000 ug/kg (estimated value) for DDE, 2,500 ug/kg (estimated value) for DDD, 120 ug/kg (estimated
value) for lindane, and 260,000 ug/kg for toxaphene (Table 4-1). Concentrations of toxaphene along
the offsite surface water migration route ranged up to 740,000 ug/kg. Since the facility is currently
active, the people most likely to be exposed to the contaminated soil are the small staff working at
the site. However, since the facility has no barriers limiting access to contaminated areas, additional
persons could be exposed through this route.
6.4.2 Groundwater Contamination: Ingestion and Dermal Contact
Contaminated groundwater used as a water supply source can affect human health through
ingestion and dermal contact. Since the site is surrounded by private and municipal wells that draw
water from the aquifer of concern, it is possible that contaminated groundwater from the site could
reach some water supply wells. The federal drinking water standards for lindane and toxaphene are
shown in Table 5-1; no standards have been set for DDT or its metabolites (Ref. 17). Groundwater
wells sampled near the Geigy site contained no DDT, DDD, DDE, or toxaphene above the minimum
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detection limits (Tables 4-5; 4-7). However, lindane was found in some private and municipal wells
located southwest (downgradient) and west of the site. Concentrations of lindane found in two
municipal wells (16 ug/I in MUW-01; 4.0 ug/I in MUW-04) are at or above the federal maximum
contaminant level (MCL) for drinking water. Concentrations in one other municipal well (0.3 ug/I in
MUW-09) and in two private wells (1.3 ug/I in PW-01; 0.2 ug/I in PW-07) are at or above the proposed
maximum contaminant level goal (MCLG) for lindane. It is estimated that more than 5,900 people
are served by the Aberdeen Public Water Supply System and private wells within a three-mile radius
of the site (Refs. 4, 18, 19). Thus, consumption of and dermal contact with potentially contaminated
groundwater are exposure routes of concern.
6.4.3 Fish Tissue Contamination: Ingestion
Contaminants leaving the site in surface water runoff could potentially reach tributaries flowing into
Aberdeen Creek. Since Aberdeen Creek is used for recreational fishing (Ref. 21), ingestion of
potentially contaminated fish is an exposure route of concern, particularly in view of the
bioaccumulation/biomagnification potential of DDT, lindane, and toxaphene discussed above.
However, no data are currently available to demonstrate the presence of these compounds in tissues
of fish found in Aberdeen Creek and to attribute such contamination to runoff from the site. Thus,
the existence of an exposure route through consumption of contaminated fish is uncerta_in.
6.4.4 Airborne Contamination: Inhalation
Since there are areas of exposed soil at the site, it is possible that contaminated soil could become
airborne as dust, resulting in a possible exposure route through inhalation of dust particles. Given
the rural location of the site, it is expected that the population potentially exposed to airborne
contaminants would be limited to persons at or near the facility.
6.5 PUBLIC HEALTH ASSESSMENT
As indicated in the evaluation of potential exposure routes in Section 5.4, the concentrations of
lindane found in groundwater in some supply wells near the site are at or above federal drinking
water standards. Additionally, there is a potential for contamination of groundwater by DDT and
toxaphene found in the soil. Persons using water from wells near the site are thus at greater risk of
developing health problems affecting the central nervous system, the kidneys, blood chemistry, and
skin, and possibly at greater risk of developing liver cancer. Exposure through consumption of
potentially contaminated fish is speculative. Exposure through dermal contact with contaminated
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surface soils is expected to be localized and affect few people. However, frequent contact with
highly contaminated soil can lead to skin irritation and, especially in the case of toxaphene, can
result in absorption of the contaminant through the skin, thus causing additional adverse health
effects. Exposure through inhalation of airborne contaminated dust particles is expected to be low
and localized, affecting relatively few people. However, inhalation of the chemicals of concern can
lead to adverse health effects. The magnitude of the risk is expected to be small but it is not
quantifiable, since no ambient air samples have been collected.
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7.0 SUMMARY
The sampling investigation performed at the Geigy Chemical Corporation Site indicates extensive
soil contamination of pesticides at the site. Groundwater contamination is suspect due to low
concentrations of lindane in samples collected from private and municipal supply wells located in
close proximity to the site.
Analytical results of soil samples indicate concentration levels of toxaphene ranged from 500 to
740,000 ug/kg and DDT concentrates levels ranged from 1400 to 44,000 ug/kg. These compounds of
concern were identified in all areas of the site and in areas identified as surface water migration
routes. Depth to groundwater was measured in a private well at 21 feet below land surface. The soil
types identified at the site was a sandy loam (sand and clay mixture), resulting in moderate
permeability. The resulting permeability could increase the possibility of further groundwater
contamination of the aquifer due to the extensive soil contamination. Analytical results identified
lindane in groundwater samples collected from private and municipal wells at less than 1,000 ft.
from the site. The primary aquifer underlying the site is the Sandhills aquifer. This aquifer supplies
all potable water to the City of Aberdeen and to the residences in the area not on the city system.
In addition to the groundwater contamination potential, there is also potential for contamination of
Aberdeen Creek from surface water migration leading from the site.
In summation, the compounds of most concern were DDT, lindane and toxaphene. These
compounds could potentially have adverse effects upon public health. For most exposure routes, the
affected population is expected to be small and localized. However, thousands of people could
potentially be affected through use of groundwater, depending on the extent of the contamination.
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References
1. DeRosa, Pat, 1987. NC CERCLA Unit. Correspondence with Denise Smith, USEPA Region IV,
Atlanta, Georgia. February 3, 1987. Re: Preliminary Assessment Report for the Geigy
Chemical Corporation Site.
2. DeRosa, Pat, 1987. NC CERCLA Unit. Memorandum to the File, Geigy Chemical Corporation
Site, January 30, 1987. Re: Personal Communication with Don Paulson, Senior Industrial
Health Specialists, Safety Evaluation Department, Agricultural Division, Ciba-Geigy Corp.
3. DeRosa, Pat, 1987. NC CERCLA Unit. Memorandum to the File, Geigy Chemical Corporation
Site, January 27, 1987. Re: Personal Communication with Mike Huggins, VP, Aberdeen and
Rockfish Railroad Company.
4. NUS Corporation, 1987. Geigy Chemical Corporation Site Sampling Investigation. Field Notes,
Log Book Number F4-453. TDD F4-8702-51. NUS Corporation, Region IV, Atlanta, Georgia.
5. State of North Carolina, Department of Natural Resources and Community Development,
Office of Water Resources, 1980. Groundwater Resources of the Southern Pines Area. A
Supplement to the Sandhills Capacity Use Study. Raleigh, N.C. May 1980.
6. NUS Corporation, 1987. Geigy Chemical Corporation Site Sampling Investigation Field Notes,
Log Book Number F4-454. TDD F4-8702-51. NUS Corporation, Region IV, Atlanta, Georgia.
7. USEPA, 1984. Health Effects Assessment for DDT. Revised Final Draft. ECAO-CIN-H026. U. 5.
Environmental Protection Agency, Environmental Criteria and Assessment Office, Cincinnati,
Ohio. October, 1984.
8. USEPA, 1980. Ambient Water Quality Criteria for DDT. EPA 440/5-80-038. U.S. Environmental
Protection Agency, Office of Water Regulations and Standards. Washington, D. C. October,
1980.
9. Clement Associates, Inc., 1985. Chemical, Physical, and Biological Properties of Compounds
Present at Hazardous Waste Sites. Final Report. Prepared for USEPA. September 27, 1985.
10. Sax, N. Irving, 1984. Dangerous Properties of Industrial Materials, 6th edition. Van Nostrand
Reinhold Company, New York.
11. Murphy, Sheldon D., 1986. Toxic effects of pesticides. In: Klaassen, Curtis D., Mary 0. Amdur,
and John Doull (eds). Casarett and Doull's Toxicology: The Basic Science of Poisons. Macmillan
Publishing Company, New York.
12. Menzer, Robert E. and Judd 0. Nelson, 1986. Water and Soil Pollutants. In: Klaassen, Curtis D.,
Mary 0. Amdur, and John Doull (eds). Casarett and Doull's Toxicology: The Basic Science of
Poisons. Macmillan Publishing Company, New York.
13. USEPA, 1984. Health Effects Assessment for Lindane. Final Draft. ECAO-CIN-H056. U. S.
Environmental Protection Agency, Environmental Criteria and Assessment Office, Cincinnati,
Ohio. September, 1984.
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References (Continued)
14. USEPA, 1980. Ambient Water Quality Criteria for Hexachlorocyclohexane. EPA 440/5-80-054.
U. S. Environmental Protection Agency, Office of Water Regulations and Standards,
Washington, D. C., October, 1980.
15. US EPA, 1980. Ambient Water Quality Criteria for Toxaphene. EPA 440/5-80-076. U. S.
Environmental Protection Agency, Office of Water Regulations and Standards, Washington,
D. C., October, 1980.
16. Schimmel, Steven C., James M. Patrick, Jr., and Jerrold Forester, 1977. Uptake and Toxicity of
Toxaphene in Several Estuarine Organisms. Archives of Environmental Contamination and
Toxicology, 5:353-367.
17. USEPA, 1986. Superfund Public Health Evaluation Manual. EPA 540/1-86/060. U. S.
Environmental Protection Agency, Office of Emergency and Remedial Response, Washington,
D. C., October, 1986.
18. USGS. Topographic Quadrangle Map, 7.5 Minute Series. Southern Pines, 1950; Pinebluff,
1948; Niagara, 1950; and Sanatorium, 1950, North Carolina. Scale 1 :24,000.
19. Wimberly, Charles, 1987. Water Department, City of Aberdeen. Personal communication with
W. Smitherman, NUS Corporation, Atlanta, Georgia. February 18, 1987. Re: Population served
by the City of Aberdeen Water Supply System.
20. Bruton, Mark, 1987. Moore County Wildlife Officer. Personal communication with W.
Smitherman, NUS Corporation, Atlanta, Georgia. June 23, 1987. Re: Surface water use for
21. Sittig, Marshall, 1981. Handbook of Toxic and Hazardous Chemicals. Noyles Publications, Park
Ridge, New Jersey, pp. 227-9.
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&EPA
Eti',l"Of'lm.,,,tal .;i,01ecoo,,
.a.9..,cy
Potential Hazardous Waste Site
Site Inspection Report
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Site Inspection Report
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POTINTW. HAZAIIDOUI WAITI IITI UR ININCTIOH IIIPOIIT ,AIIT t · llftLOCATION AND ..... CllOM WOIIMATION
LIITWIIMaANIILOCA1-
a, ..... -~ ...... •--•-...... --1.0CA·--Geigy Chemical Corporation Rt 211, .3 miles East of
Aberdeen
Q1_••··•1 ~2~, • ...-NC I D981927502
SR 2063
I 0COI 'l""~ 63 I 08 10, ':D""."" ~-., A.-ATI O I.,_ ___ 0 C. STATI O 0. C0UIIT'f □ I. MUMCIPAI. o,._ OQ.CJN<IC)WOj
1~ ~31. I 019 ~4 .
a JMI ICTION'iiroiiiii==n:=10Nf.r.;1y.g-'7f'oi'vlilllan!illllli111i!ii--------------------4 01 ~ -• A11oa ~
31 23tJU g:,. _.,;. QA't' ;;;r 1947 I Present
IIC Y&NI WYW io.•--
OA.PA IZI.PACCHTMCTOR NUS Cor,:s.asujon OC.-A&, 00.-A&.CONTIW:T0II __ ==,,,---, ..... __ h~o~•~-sr;;•"~~o~,_:-sr::•:"::c::o,,='"':11AC:::'°"=.:::::::::::::,!!!-;i"'•_;-;;j::::::::-:...:o::_e1.:.:::a:::"-::::==
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.. ~~;;;=::::;;:;;;;;;~=,,....--t OIi---•••---~ OIT'l~NO. Willie Smitherman Samolino Manaoer, FIT IV NUS Corp. 1404' 938-771( oe~•••cTCN ,omu ,, 1af'II..Ul,IQNIN0, Donnie MCCurry Envi romenta l Scientist NUS Corp. 14041 938-77 ](
I 3 9ff'l ~A~~
Jeff Joyner
,,
0800 IV,WOMIATIONAY&IWI..,_
01 CQn,...,
~la Warren
Wil 1-i e Smitherman
Pl ant Mqr. Rt 211 Abendeen, NC
Cool. temnerature @·'65°: sunnv
U.S. EPA-Atlanta Reoion IV --· .,
NUS Corp. 404 938-7710
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1404 347-2234 01-·· 03 ,30 ,87 "'°""'" o.,.w •U,111
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POTINTW. HAZAIU>OUS WAIT! SITI L~ATION &~ IITI INIPICTION IIIPOIIT 0'fc"• , •• ilTI ffl
PAIIT 2 • WAITI .. OfllllA TION C D981 D2
L WAITI ITATII, QUAlfTIND, AND CH.tl!AC I lllll'l'lCI
01 ....... IIICM,...-A,_ 10...•--ot '#AITI QWiN'ffl'V AT_,.. , ____
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901. 901.VINTS --unknown formulation of oesticides; dust•
0CC OTHM ONJN«: CH&ilC.ALS
ICC ~HIC CHOilCALS
ACO M:ID8 --... MIAV't ..,.AI.S
1¥. HAZAMIOUI WTANCll,~._..,..;.,,_.._,c...,._..,
01 CA 1'CIOl"t 02....,NCl'iMII 0.1CAI-.. ,_-...,..,_ OI CCN::IWfM 1'10N 01
rSD Li ndane 58899 11nl,"n1.o,r,~ m::i.ll h::i.u.o. 4.6 to 44.D D unlka
PSD DDT ~l)2Q~ soills. baas and fi be~ 14DD to 44 DOD ua/k• PSD Toxoohene 800/352 drums mav have been 500 to 740 00 un/ka
ocn Aldrin 309002 burned or burrierf on-28.000 ua/ka Psn DiPldrin 60571 L 51 •' J b,:u ug/Kg PSD Endrin 72208 42 ug/kg
PSD Chlordane ~,,,.~ 4.300-270,0 0 ua/ka
V. P'IIDITOCKl,._._.C.11--..
CA,_ •• ,o:w ..... 02 CAI N1.111111t CATIQ0IIY Ot 'IIDITOCK NM111 02CAS"IU ... I'
1'011 F0S
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Sampling Investigation Report; Geigy Chemical Corporation TDD: F4-87
NUS Corporation; Atlanta, GA.
PAll'OMII070.1Jl7•111
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POTENTIAL HAZARDOUS WASTE SITE SITI INSPECTION REPORT
I. IDINT"FlCA TIQfj
01 iTAT'IJ 02 SfT1 ,..,.,_JI &EPA PAIIT 3. DUCll•TION 01' HAZAIIDOUI CONDITlONI AND INCIDENTS N1. 1D981927502
L HAUNIO',. cOMDI-AND INClDllfTI
01 1! • QIOOIJNOWATEl'ICONT-TION 5 924 02 c.. 08Sol!""1010A'E " :; PO'ENTIAI. : •u..EGEO Ol P()PUi,.-. f10N POT£NTIALL y 4F'ECT!0: ' 04 N.t,RRATIVE OESCFIIPTION Pesticide contamination was confirmed in samples collected from Municipal Well #04 located approximately 900 feet west of the site.
01 =1.SUAl'ACl!WAT!RCONT ........ T'ION 02,:oese:RVto1o•re _____ ) XPOT'ENTIAL :: •u.EGEO Ol POPUL.A 110N POTENTIALLY AFFECTED. _____ 04 NAAAA TIVE De:SCRtPTION
Unknown, however pesticide contamination was detected in the analytical results from surface soil samples in Bn obvious surface water migration route l~ading from the site.
01 :: C. CONTMINAT'ION o,...,.. 03 POPUL..A n0N PO TEN Tl ALLY AFFECTED: ____ _
02 ·-08SE""l010ArE.
04-..TM!OUCAIPTIOH
Unknown
01 _ o. FlA!/EXPI.OSM CONCITIOHS 0 2 : 08SIRVeO ! DAT'! 03 POP\JI.ATION POTENTIALLY AFFECTED: 04 -..nve OESC,w,no,,
None apparent during sampling investigation.
01 : E. o,RECT CONTACT 02 :l!<011SER11to ,o•re 03 POPULATION POTENTIALLY AFFECT!O 04 NARAATIVe OUCAIPT10N
_ POrENn.._ : A.LI..EGEO
I = PO'ENTIAI. :~u.EGEO
I : POT'EJrrilTIAL _ •u.EGEO
Analytical results indicated pesticide contamination in surface soil sampling.
01 : F COHTA...._.,TlON OF S0a.
03 ..t.REA POTENTIALLY 4FFECTEO _ __,,.2+.:.._ __
02 .XOBSERVEO!OATE ____ ,
04 NAMA TIVE OESCRIPTlON
: POTeNTIAL : ALI...EGEO
Analytical results detected soil contamination is surface and subsurface samples collected from onsite and downgradient locations.
01 :o ORINl<INQWAT'ERCONTM.INA110H 02~08SEAVEOIOATE _____ J ::?OTI!frrilTIAL :.: A.L.L.EGEO 03 POPULATION POTENTIALLY AFF!CTID· _____ 04 NAMATIV! Ol!SCRIPTION
Pesticide contamination was identified in the analytical results performed on samples collected from the Aberdeen Municipal Wells in the site vicinity.
Ol=M·---02 = OUERVID!DAT! _____ , 03 W0Al<IIIII POTIHTWJ..Y -eCTIO: ____ _ 04 NAAAA TM OUCRIPTION
Unknown
01 .: 1 _ POflUI..A T10N EXPOSUAI/IMJUIIY
03 POPUul TION PO'ENTIAU. Y .,,ecreo
3-6 people are employeed at the
resale.
02: OUIRVIOt0ATE _____ ,
04 NMIU T1VI OUCAIPTION vjcfltty·:ta the distribution
: POT!NTlAL : A.LI..fGEO
= PO'ENTIAI.
of pesticide for
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POTENTIAL HAZAROOUS WAITI IITI L~TIOII &EPA SIT! INIPICTION IIIPORT 01 STATIID 9TI ~
IIAIIT I. DUCM'T10N 011 HAZAIIDOUS CONDITIONI ANO INCIOINTI NC D981 2 502
L W&Z.AN)C)UI COfCWl'10NI AND ICIMINTI ,c--1
01 C J. 0-TO 1'1.0M 02COUlll\l!D(OAT1!; I = POTl!NT1AL C A.U.EGEC
04 --~SCAll'T10h
unknown
OT ·= I<. OAMAGI TO 'AUNA oa c c::lalRVE0 1DAT1. I :: POTl!NT1AL = AU.EGEO 04 N.AIIIIATTW Ol!SCAIPTION •---,,~_,.,,
unknown
01 C L COH1'AMINAT10H 0, ,ooo CMAIN 02 = OIISIIIIIID IOATI!: I -POTVmAL = AW!GEO 04 -•11111 OESC-T10N
unknown
01 = M, UN.1TA8LECONT~NTO,W4STES 02 Z 0ll8IA\ll0 I 0A Tl!. I = POTl!l<l1AL :: AI.UGEO ,,....,....,,....._ L----• °B P0PUUT10N POTl!NT1ALLY Aff!CTl!O 04 -11111 ~ ue to extensive soil contamination, it appears that there were numerous spi 11 s of pesticides on to the ground resulting in the current contamination.
01 C N. OAMAG! TO OF'f:SITI PAOPERT'Y 02=01181A\1101DATI.
04 --Ol!sc-nc:>H
I :: POTl!NT1AL ·= AW!GE0
unknown
01 = 0 CONTAMINATION OF SEWERS. STORM OR~. WWTPt 02C08RAll!010ATE. 04 -..TM OESCRIPT10N I = POTl!l<l1AL = AW!GEO
unknown
01 ,: P 1L~GAL'UN.AUTI-+0FUZEO DUMPING 02 = OISIAY!D !CA re 04 NAARA TIVE OESCR1PTION I X POT'ENTl..._ : ALL.EGEO
unknown, however there are no records avail able for any di sposa 1 of drums or containers. Some burrial and/or burning could have occurred at the site.
05 OESCIIPTION OF ANY OT><ER KHO-. POT!HTIOL. OIi AU.IQID HAZN!0S
m. TOT AL l'Ol'UU TIOII ,oTIJfflAU. T APPICTID:
IV. COi INTI
V. IOUIICU 0, IM'OIIIIIATION,e-.-...,_ .. ,, ., __ ...,._ ._,.,
See Part 2, Section VI.
EPA 'OMl207Q,, 3 ( 7-111
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POTENTIAL HAZARDOUS WASTE SITE· I. IOINTI,ICA TlDN
&e'A SITE INSPECTION 0
' Ne'• I B~~i 9""'s"o 2 PART,• PERMIT ANO DIICRIPTIVI INl'OAIIA TION
N. ~ INl'OIIIIATION
01 rv,to,,.__,.LSIUID . ,,_.,,,_...,,, 02 Pl,.._,. NUMBlfll 03 0A Tl ISIUID o, EXHIIA T'IOtlil 0A Tl osc~~rs -. -: a. UIC
:c ..
:o IICIIA
:e IIICIIA INTUIIII IT A TUS
:• --:a. ITATI,...,,,
=-LOCAL.,._.,.,
:, OTHIA,.......,,
:J ---Ill IITI DUCIUPT10N
01 sro,ua1.,01Sll'OSN,.•c-••--1 oa AMOI.IHT 03t..NTO,.......,. 04 "'IATlitlff!'1C.-.• ....... , OSOTHRII
: A SU .. ACI IMPOYNOMENT uckaatta : A. oc-..TIOH = A. SUIL.OINGSON SITE XB PUS : B. UNOIIIClll0UND -..CTIOH
: C OAUMS AIIOVI! GROUND
X o. T-•BOVI! Gl'OUNO 8,~QQ-lQ,QOO gil]]QOS4 = C. CHIICALJPHYSICAI. = 0. 11101.0CIICA&. 3
: E T-. BEI.OWIJAOUND = !. WAST1!0..PIIOC-ot.tiltUOflSITI
:•l..'HOl'U ·= F. SOI.VINT -: G c,NOl'AAM = 0. 0.,_ AECYQ.Nl/AECOY!JIIV 2 :-'""'
: i,,+ OPENOUMP = H.OTMM
_: I (?THIA ·-· """"•·
07C0..-:NTS
Former owner did notify under RCRA as a small quantity generator, and the RCRA number was deleted in 1983.
There are no documentation and/or indication that treating, storing, or disposal of hazardous waste has taken place at this site.
IV. CONT&INIIINT
.::• :OHTAlflillMINtO,.,,ASTl!S c-•-•
~ 4 ADEQUATE. SECUAI = 8.MOCIIIATI : C. INAOEQUATe. 00QA l 0. INSECURE. UNSOUNO. OANGE~OUS
02 OUC,..tlQH 0" o,iuMS Qll(lfitQ. UNIJltS. IANIIM. ITC.
Containment of waste is non-existant at the site. Analytical results identified soil contamination in surface, subsurface, and surface water migration route samples suggesting disposal onto groundsurface with no liners or barriers.
Y. ACCUIIIIUTY
o• •u11 ua., ace,,..,.
02 ~TS lt YU : NO
The site is used for commerical purposes and access is opened to the public.
Nn "M~~ or barriers to orohibit access across the nronertv. YI. SOUJICU O,IMl'OIIIIIATION,c ... ..-,.,.,___., ,,_,.. __ ....,_'-"'
See Part 2, Section VI.
t,,.. , . ' 01111100 O Jtr 111
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POTENTIAL HAZARDOUS WASTE SITE I. IDlllfflCA 1'10H &EPA SITE INSPECTION REPORT 0'N'c'"'l 0b~'g i9"'502 PAIIT 11 • INFOIICIMINT INFORMATION
II. INFOIIC-T INl'OIIIIAT10N
01 PAST IIIIOUL.l,TO"Y EN'OfllC(M(NT &CTIOfill -VH x..,
02 OESCfWllflON 0, 'ICIIRM.. STAT!. 1.0CAL Rl!GUi.>,T()llrt l!l'lil'OACEMIHT ACTION
Ill. 10URC11 M INl'OMATION -e.,_ ___ ...,.,_ .. •• .,_,... .__.,._,_,
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POTINTIAL HAZAIIOOUI WAITI SITI &EM SITI INIPICTION IIIPOIIT
,a11110 • ,UT lllll'OMla ACTMTIU
11,AIT IIIIIPOtlll AC"nVITIII ,~
01 i...: R. &IAfl8t WAU.S C0Nl9flllJCTl0 02 CATI 0'6 019CAPIION
01 = S. CAP"ING'COVEAINO 02 CATI °' DeSCIW'TIOH
01 _ T BUU< TAN(A(ll NPAND 02CATI o• oeSCIW'TIOH
01 = U GfllOUTCUATMi6CONSl111UCTID 02CATI 04oeSCIW'TIOH
01 _ \/ l!IOM'OM SIAI..ID 02CATI 0• oeSCIW'TIOH
o, : w ll,,\S CONT'A0L 02CATI a. DeSCAIPTION
01 = X. FN COHT'AOL oa CATI 04 ot9CN» I ION
01 : Y I..EACHAT'I TPJIATMl!NT 02CATI o• DeSCAIPTION
01 = Z. AA&,I EVACUATl!C 02 CATI! o• OESCAIPTION
01 : 1 ACCES.S TO SITE RESTRICTl!O 02DATI
04 OESCAIPT10N
O 1 : 2. ~t..A TION R!LOCA ~ 02 CATI! o• OESCRl'T'ION
O 1 : 3 OTM!A IOEMEDW. ACTMTIIS 02 CATI a• OESCAIPTION
IN. SOUIIICU 0, ~OIIMA TM)N ,C..-•IIC ·---••. .,_ ._,_...,. ....... I
•
I aD1YICA110N
01N°t7 "09819 27 50 2
03AQIIIICY
03AQlfCY
03AQIIIICY I
03AQIIIICY
03AQIIIICY
03-,
03-,
03AIIIHCY
03AIIIHCY
03AQ9CY
03AQ9CY
03AQ9CY
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&EM POTINTIAL HAZARDOUS WAITI SITI
SIT! INIPICTION AIPOAT
,AIIT 10 • ,uT lllll'ONII ACTIVmU
L ,AST IIIIIIJICI-ACfflll-
01 0 A. WAT'!A SUl'l'\.Y ~ 02 OAT'I
0-•«9 ¥IIOOI
01 G I. ~ WATER SUPPLY PIIIOVaD 02 OAT'I
04 De9CN' I 10N
01 :l C. PIN.IAl8fT WATVI SUPP\.Y Plll0Vl:IID 02 OAT'I
04 ul9 +IION
01 C 0. SPLL1D MATBIAL. AIM0VID 02 OAT'I
04 DISC• I ION
01 C !. CONTN1114ATID 90L PIEMOVID 020ATI
04 Oi.91: ¥I ION
01 ·= F WASTI AIPACICAGID 02 OATI!
04 01£9Cl'IP I 10N
01 ·-G. WAST! OIP0SID ELSEWHPI 02 OATI!
0, Ol!IIC+IION
0, ._ M. ON SITI IIUfllM. 02 DATI!
04 Dl,c;Al'T10N
01 ·= t. IN SIT1J CHDICAL '"'IATMeNT 02 OAT'I
04 ouc;+T10N
01 C J ... SfflJ BIOLOQICAL TREATMlNT 02 OATI!
04 ouc;+T10N
01 = I( IN SfflJ l'tilYSICAL T'RIATMINT 02 OATI!
o• Ol!SC+T1011
O 1 = L.. ENCAPSULA TlON 02 OATI!
O• 01!,c;Al'T10N
01 = M. BillAQIHCY WMITI TIIIIA~ 02 OATI!
04 011,C: ¥ l"IOH
01 '-N. CUTO,, WM.I.S 02 CATI!
o•DUCIFTl0N
01 _ 0. EMEAGIICY 00<-SUi.ACE WAT!A DIVIASION 02 OAT!
a• oeSCAP1'10H
a, _ P curo,, f'Rlfri!CHeS;SUMP 02 OAT!
0401!3CM'T10N
01 _ C. SUISUAF'ACI CUTO,, WAU. 02 OAT!
04 019CIWT'ION
L IDINTIPlCA ,._
01 STAT'l,02 '"''• .........,_
Mr nOA10?7~0?
03AGINCY
03AQINCY
03-..0:Y
03-..0:Y
03-,cy
03NJBICr
03-,cy
03-,cy
03-..CY
03AQEM:Y
03 AGENCY
O3AGSCY
OJ AGENCY
03 AGENCY
OJAGVCY
03 AGENCY
03 AGENCY
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&EPA
._~QINIIIATDtll ,,.-
OJ srMIT :..oc-tS.S ·• o .... ,o ... c,
oso"'
Ill. o,,-IIT1 ~ATOllfll ,, .....
OJS1'1111lfA00(iltlSl1"0 ... ••O• _,
Qt Qf"I'
,,_
OJ Snllllf loQOIIIIIS,S "0 la• V.J • .,c'
:s Cll"'f'
IV TU-TIIIIS)
c,.,, .....
;;J s r11111r aoo,1151 • ::, 1111, ""0 • .,,: ,
:, ,:,h
--
.15•-..11~5,1 •: 1111• u;;, .,c,
;~ .: ..•
POTENTIAL HAZARDOUS WASTI! SITI!
SITI! INSPl!CTION Rl!PORT
PAAT I· OINIAA TOAITIIANIPOIITIII IIWOIIMA TION
O20+1NIJMelJIII
l o• SIC CODI.
oe STAT'I 07 ZP C00I
020•1-
,,_
,o•sccom o:,s, ... ,~,•o ... MID• ... ,
0eSTATI 07 ZP COOi QSQTf
02 O+I NUMllflt
,,_
l°'SICC001 03Sfllll'TACCNU1•0 .... -a .... , _.,.. 07 Z!'COOI 010Tf
O20+1NU-,. ··-
10•1CC001 03 ST'IIIIIT AOOMSI 1• o ,.. ""'O • .,. ,
_,.5T,1,~ 07 ZPCOOI 01 CIT"V
02 0 • I MJIIIIIIII ··-
104SICC001 o:, STIIIIIT A.CXM111S1 ,,. o ... ••o • •c,
r··• .. r• .. ccm OICITV
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llll~,010,1Jr7tt1
' ,:-
I. IDINTl,ICA TIOH
01 SUT'l,02 Sl•tNIJ-,111 Nr. D981927502
02 O•l ""-'Mell'
o, siccooe:
I°' ITAT'I 07 Z],i coo.
020+INI.I....._A
O<l,SICCOOI
r·,. 01 :.COOi.
02 O•l"'YM&E,-
o• SICC00£
loe su.T1 ~, ZII' C00E
02 O•lf'ft.llrilMA
o• SIC COOE
loesure or ZJPCOoe:
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POTINTIAL HAZARDOUS WASTI IITI I. GINfflCA T10II
&EPA SITI INIPICTION AIPOflT Qt STATW,02
PAIIT I• Ol'IIIATOR IN'OIIMATION NC D98m7502
st.CWIIIINTo,aA,TOR ,,....,..,_.__, Ol'IIIATOll'I PAIIINT COMPANY ·•-··-1020+1,....,. ··-r··· Lebanon Chemical Comaanv
02ITMIT~110 .... ,_o,.-.i r--ttl"'IITM:Gllllll,,o .... ~,.-., 1lSCC001
Hwy 211 .. .,.., ,-~·~·-r .. -. .,.., rSITAT1111r,coc.
Al berdeen
01 YUM o, c::i,,mllAT'IDN Ol,.,..0/1~
1965-Present
IL"IIVIOUl~Totl(lt11a...,_._,,.... .. ,...,_.,...__, PMYIOUI Ol'IIIATOlla' PAIIINT COW-,._ ··-:102D ♦I.......,. ··-r,u.1,_,..
Kaiser Aaricultural Chemicals
mlTNITAGDIIIIIIII ,,o .... ..a,.-., t2ITNITAOClll.ll,,o.a.....a,.-., tJ SICCOOI
Hwy 211 .. .,.., ,-~~·-r· .. -,..,.., I'' STATII '',, COOi
Al berdeen
OIYINIIOIOPINiTOI oe --"OWNP Cll.l9IG 1'MII ll'IJll00
1969-84 ··-l.,.JU♦I,_ •o-I" ..
01 in-Mathieson
mST'IIIIITACGMA1,o .... .wo,.-., ,---12ST11a1TACC111A,,o .... -a,.-, ll SC_ COOi
Hwy 211 .. .,.., r,.N•;•,•101 ZPC0CI
,..,.., rs ITAT111t Z,COOI
Alberdeen
01 YI.AM 0/1 OPUIAT10N OI MMII al OWNlfll QU9G TMII 'lfl00
1956-67 ··-I 01 O+I Nl.lllall' ··-, , , O•l ""-IMIII,.
Geigy Chemical Corporation
0:JSTJIIIT.acc:N»1,o • .wv,. -., ---12tTMITAOQIIIIU1,o ... _.,o,.-, 1 J 5'C COOf.
Hwy 211 .. .,.., 1 .. N~···r· .. _.
,..,.., r, ,u T'l
1
, • ZIP CODE
Alberdeen
OI YINII 0, 0'1Ni1'10N
.. _°" ____
1949-55
rv. IOUIICD0/1_,CIIIIIATIONa.----. ..... _..__ ..... ......,
U,A(IIIQIIM207~1Jl7•111
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POTENTIAL HAZARDOUS WAST! SITI! I. IDINTIPlCA T10fl &EPA SITI! INSPl!CTION Al!P<mT o, ST.t.TI 102 SI~ i92'l PART 7 • OWNIJI INl'OAMATION NC D9 19 502
L cUIIIIIJIT owNINII ,AIIINTCOWANY ,, __
OZO•INIMIIIII ...... OIO•llritU.._111 a·-1 berdeen & Rockfish RR Co.
Slfi•O ..... o• .. 1 ir."o-:-aox 917 ICM9CCOOI 10 Sf'IIIIIIIT liCCIIIIISI ,,. 0 .... MO• .,. 1 l,,scc00(
r,STATI 01 Zl'CCXII ,,c:m
r3STAT1 ,,z•coot r1°berdeen NC 28315
020••......,. ...... OIO•lfrritl.lW81111 ··-
N,,,_ITA10011•1"0 .... .-o• .. , rlCCOOI 10STIIIIITA00111aU,110 ... _.,o,.,..,, r I SCCOO(
....... rlT• or a-CODI ,,c:m rlSTAtl 1 • LIP COOl
! ··-020•1......,. ...... Ot 0 • I -.UWIE"
~ , • .., AOQIIIIII,,. 0 .... .WO• -1 10• SCCOCII 10Sl'Rlfl&OCNSl,,.o ...... o, .. i r tSCCOOI .. ...., rSTATI 07 Zl'COGI ,,c:m I USTATI ,,~COOi
··-020•1 ........ .. .... 010 •. ,.,,...,.
OJ sfllalT AOQIIIIII , • o ,.. •o • .. , l<MSCCOOI 1OSTMIT.tOC1111S11•0 .... ..-0• •• r ,sccooe
1u•C""' 1011T.a,,o,r,~ ,,c:m r J STATI 1 • ZIP CODI
I
a "'IYtOUI OWNllll(I) L.., ---~ IV. Ill.ALTY OWNIJlfl)i•--•----• I ' ,,_ 020•1__,. ...... O20•1~MNIII
OJSfllllT.tOCJMSl,110 ... ...,o, tfl, I o•--l,;Uljllll 03STIIIIT40Clfllli,110 ..,. _ _,,o, .,., ,O•SICCOOE
:11 c,r.-1-··• .. O1 lll'CODI as .... ..-IOI $UT! or LIP COOi
l ,,_ 020♦1 ......... ··-02 O•I "-UMIUI
0JS1'1111T "'°°"'11·•0 ... .,,o, •; 10611CCOGI OJSTIIIIIT-'OOlllaU,•o ... •o• -· JO• SICCOOI
°'"" r""" Q1,_CCIOI OS'-' T IOI STA11 OP:,,-COOi
,,_ oao.,,.,...,. ,,_ 02C•INI.I .... III
0JS"-lf.\OINll,•o ._ .....,,. _,
I ~S1WIITAODMSS,•o ... UO• -· I a, scco01.
»cm IOIITATI 07 ~COCII 09 CITY r STA'l'I 07 zr,-CODt!
Y.101.-CU o, .. OIIIIATION ,ea. .... ,..,_,...•• -.-.. ..__ -
(J,a 'Clllf ,010, I~ t 7-111
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POTINTIAL HAZAIIOOUI WASTII 8ITI
&i ·~ IITI INIHCTION IIIPOltT
,AIIT I· IAlalLa AND l'1ILD .. OIIIIATION
L-TAKBI
OISMlfl\.llT ..... 02 l,IW\,U RN"T TO
SAMP\&T'f .. -·-16 Gulf State Research Institute
S#ACIW•Tll'I New Orleans, LA
WASIW Roe ky Mountain Analytical Labs
""' Arvada. Co .,._
_,_
S0IL 21
-•T'ICH
0-
& ,a.o W♦MFStT"TI TAKIN ., """ CHO Sffl
ph water samole
temperature water samole
conductivity water sample
1Y. l'ltOT-AND MAI'S
01 1"WII ,Z GA0UC) = A!fllAL I OI .. QIIT00Y 0, N"' 1:or11ora t:, on __ ....., ___
··-04L.OCATIONO#~
:ltvES NUS Coreoration, Atlanta, ~a = NO
V. OTNllll'III.IIDATACOLLICTID:---
YI. IOURCU 0, IWOIIMATION ,c,. __ ......__ • t. _,.._ ---·.....,
~ee Part 2, Section VI
IPA'OMIZ070-1lt7-111
" IDIWrl'ICA 1'l0N ··1c·"r· .. -NC D981927502
Q;aUTW,t,1'00ATI
....TSAVA&.lr&.I
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POTENTIAL HAZARDOUS WASTE SITE t IDINTll'ICA TION &EPA SITE INSPECTION REPORT 0Nc'"l0b~iromo2 PAIIIT S-WATIII. DUIOGAAPHIC, AND !NVIRONMENTAL DATA
VI. ENYIIIONIIIINT.U. .. OMIATION o 1 Pt:IWIAa.lTV 0, UfdAT\IIIUi TIC ZOHI ,c.....-
: A. Io-• -

,

o-• Cl'ftJMC = 8. 10·• -IQ·I CffllNC :_: C. tQ•• -TQ•l CffllNC ~0. GAIATIA T'MAH 10-J cm,MC
02 PIIIMl~r, Qf'UDl'OCIC.C.•••-•
.: A. 1MPEAMEA8LE = a. AILA T1VIL Y ~ X c. Rl!LATlV£LY P!-AIU! ~ 0. V!..V P!AMUBLE .~, ... ,,..,. ,o·•,,,. .. , no·• -,o·•--, 110·1 -,o·•--1a.--•o•le..,,w,
OJ OIP™ ro l(OflllOCK Ot0UT'MO#CQHTM11N,&T't09011..ZONI 05501..•
215-27 3' bl s,., 4'6" •Ill
ot NI'!' MICr,,,TA TI0H 07 OHi ....... ~· ~ ..._AIJ. Olll.ON
6.9 3.2 ~ g'-01'1 I CIOIC~ ~ sm; 91.01'11 f!'o/."!i'VERAGE SLOPE (iftl "" . ,. sou west . ,
Ot 'LOOO POflNTIAI.. ,o = SITIE IS OH_,, ISi.NC)_ COASTAi. H10H HAZ.U!D -... -•LOOOWAY SIT! !SIN VEAR ,.-LOOOPLAIN
11 015TANC(TQ~T\,,J.HCS,tac,__, 120.STANCITOCJIIITICALHAIITAT1•--.,-_,
EST\J._ OTH(A (INI
• ''"'' a , .. , ENO.-..o SPICIIS,
1 JI.ANO 1.1Sl 1'°f "IClf'rillf'I'
0ISTANCE TO
AES,OENT'lAL AAEAS. N,t,T10NALiSTATI PARKS. ACIIICUL Tl.JIW. LANDS COMMEACW.·INOUSTAIAL FORISTS, 0111 WIU)Ull'I! RESIA'vU -AQI.NC) AQI.NC)
• >2.0 (l'f'til a >.25 , .. , C , .. , 0 >.5 (i"P,1)
1 • JESCRIP'P'IQN a, 5Jr( 1N RELATION TO SiJAtllOUHOIHO TOP()GIU,P""'f' The site is on topographic high compared to the surrounding terrain. Surface water trench toward the southwest on the southside of Hwy 211 ( site location area). The northside trenches toward the north and eventualy both routes enter Aberdeen Creek.
VII. SOU•CISO,IWOflMATK>N c.,._, __ ., •• sr_,.. ____ ,...,..1
See Part 2, Section VI .
E,& IIIOl'IW 7 • '
I
I
I -;
I
I
I
I
11
j -1:
POTINTIAL HAZARDOUS WAffl SITI ~ IOINTI,1C,l 110N &EPA SITI INSPECTION IIIPOIIT 01 ST~,.,·•irgl!1ffl NC 9 502 ,AIIT I• WATIII. DIIIOGIIAJIHIC, AND IIMIIONIIINTAL DATA
L-IIICIWATIII-Y
01 ~ 0F 0111NONG SU,.._ 1 02 STAT'\A OJ OIITANCI TO SfT1 ,e.....----
SUAFACI weu. EHD.-MO --_,.CIAID
C0MMUN1'Y . -ex •. = I. al c.c •-900 ft i'"') NON-COIAP 'NT"V C = o.1§ o.c 1-~ ,.c a 900 H fntlj
Ill. QIIOUNOWATIII
Ot QIIOt.lCMATIJt USI IN 1/CNT"t 1CAN11-
KA. OM.'f l0UfllCI ll'QIII QIIIN(N) : I OflNCIHQ : C COS •rc➔ ... fO..tll"IIIW,,IIIIIIIIIQ,AnQN = 0 NOTUSIC.UM>SIAII.I -~---IL--. ____
COMIIIIIIIICIA4.. 1NQUSff1N.. 1M1GA noN ,----~-----
02 ~T'ION SIJIIWC .... Oll'0UND WAT'IJII 5,924 03 l:mT,tlCI TO NIAM8T 0IIJlrrMlrG WATUI WILL. 900 ft 1 ... 1
o, OU'T1-I TO GR0UNDWATVt OS DIIIIICTIOH 0, QIIIOI.H)W.t.TI" !'I.OW OI DO"n-1 TO AQUl'P 07 "0TINTIAL. YIIU) 01101.1. SC)I.JN:I Aou-11111 """-""-21 tt) SW 21 ,,,, avu -: NO l(IIICII Ol01SOW"n0NO#wtu.S1---......,. "-"' ____ , • .__ _ _,,_,
Municipal we 11 depths @ 200'bls
Private well depths @ 75.125'bls
IO IIIICMMQI AIIIA I. Ol:IQ,e,MQI MIIIA
llv!S CO-NTS l! YU c~ = NO Rainfall : NO Aberdeen Creek
IV, -ACI WATIII
01 5Utv:4CIWA1'!1111USl1C/lec•-,
~ •-•ISi!""°"'-•1e•1AT10N = a IARIGAT10N. ecOHOMtCAU.Y OAINKING WA. l'ER SOURCE IMPORTANT RESOUACIS : C C~IAL -.STRIAl. = 0. NOT CURRENT\. Y USED
02 •,nG'!'I01POT'1"-nAU.t ARllCflD 10011;0, ..,..t.T(JI
NAME: AFFECTED 01ST ANCE TO srre
Aberdeen Creek -3,960 ft 1mt1 ---(m,1 -lmol
V. DIMOOl!APMIC ANO PIIOPIIITY IIWOIIIIATIOII
01 TOT Al,, ~LA MON 'Mn-.tf :)2 Q&STAHCI TO~AAIST ~1.ATION
ONI 11 J "'""-E OP' SIT! T'W0 121 MUS~ STI ~l~~a~SITI 900 ft • I . "''' '"° 0, -"lllt50tll ""'""-'<'10fl9'~
OJ NYMU:1111 0# IIUl...0INGS wm.. T"WO 121 ...U OF SITI O• OISTAHCI ro NI.MIST Off•SITI IIUtl..0IHQ
900 ft (mrl
O!IPOlt\JL.Al'IONWIT'WW"ICIHT'l'O,s,Tl•-.---o.c:,__.,_., __ ,c_,J,ut tf .,.,., ...... _,..,. __ ..,_,.,,,_
A target survey was conducted on approximately 5,924 people use groundwater
as a potable source. Surface water use is restricted to recreation. The target
survey consisted of a 3 mile radius of the site.
1-------------------
llb/,::J/'17 ~r c:=1~r a;;~LYSJ~ ,:.[! :i ,.,t-r•rrr•.1-; <.t-<'":-r
) Z: [ I-'' 'I T 1 ~ ..., IL/ SL 1.1 ( •: ~ ( i,: ;, y i,J T)
PP.OJ~CT NO.: ~7-l.)·J SOU~C~: GEIGY CHi~ICAL :ITV: t,dt~!Jt.fN
STATJO~ I.O.: GC-S~-01 STJ~ET STATIOtl N□!
·, T (I ; ,-: r: C
S~M?LE CQLLECTIQN: STA~T rar:1r1~f 03/23187 SA~Plf CJLLECTJQN: iJCr ~AT~/TIME 00/00/CO
CCLLECT~C 21: ~ ~MIT~E~MAN ~[C~IV~O rPr~: SQMflLE: QC('~: ['AT~ IT JM'" 0D/·)0/(ll} pee 'C r:i y; HAL(C:
CHEMIST: JCM CHFMIST: ANALTTl(Al ~~THQQ:
CASE NJ.: 7000 □~G SA~PL~ N~: CJ~TPA(T LA3J~lf1~1(0QG~~ir)£ (J~T~4CT LA81~AT~a,,1~r:~A~!~):
REM A:, K:
C: E "1 ~ t' K. :
SA~PLE LOG VE~Jc!EO pv: ~F~
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00721
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0 QJJ~CT N~.: 27-23q SJU~CE: GEIGY CrlE~I[~l CITY: A~E~:'EC~
ST~TIJ~ I.~.: sc-ss-01 STOQ':T STJTION ~~:
r1~;<;~ r.,~llYSIS
l ~ff''.;~lTt)', ).,f~T
\[/~..,!'L/~,ll/lf.:(rri, WT)
C:LL[~T~G ~,: II ~MIT~E~M~N R=(rtv[~ ~Pc~: .5A'"lPLC ;:c·c,: 0QE/TI"''::" ~101,)~/0U r;,c:.c•o ,, .. S:O.LE;:: -
CH':~IST: JCM (H':~IST: ANALYTICAL ~~T~J~:
~ASE NJ.: 7000 ~~G s~~~l( ~,~: ~~~zz L~~,~~~T LiEJRtTJ~Y(QJlA~l(): ..,rAL [O~T~~cr LA&J~AfJQY(I~-~Gl'II~): ~Y~L
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STO~FT
00721
iiiii
c,r C!::~:-r• A'~-'LY5~C. "c. :. ~·:·r,;_:>Tr·:-:-. -;~r:~r
,;:~{•.• ·t:/::•,L/Cll!~r.;~([:'f I..'":")
SA~?LE COLLECTIC~: STAtf OAT~/TIY[ 0?/24/87 SA~PL~ CJLLECT!J~: 3TJC (Ar~,,:~~ co,~o,~o
COLL~Cl~D ~y: w ~-~IT~tt~t.~ ~~lf:IV~~ c:ro~: SA">1PLt: c;:~c·u: :'O.T';/Tt:-::e ~-C/C·)/;'.I} ~f:c-r ~Y: SEAL!::L:
CHEMIST: JCM C~f~I~T: A~ALYTI(AL METH~O:
C"'SE i~1.: 700() ".l:;:G SiJ.YPLE ~IIJ: r.r:~.?t,
C-J"IJT~.ICT LAc3Cl~AT•j~Y(JL;-(.A'·.IC): :-,.l(
lC'JrC>!i(T LAoCi."'.Aflt:y( rr\::·:.:., . .-,:;r:): ;.,•r:c.L
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~A~~LE L'JG V~~lFIEt ~y: W~P
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F"'l~','JT"S:·c:· ¢i-ivlRiG~·vo.t E ~~,-~
¢J-~ST!MAT2O VA UE ~-rr~ *11\.-LCTUAL VALU IS ~~1~'l ¢L-ACTUAL \~L0 rs r~1~:1
*U-~.\T~Rlill JA .\N~Lf;iJ
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r ¢NAI-I~Tf~FfRE~:Es VISE~(" OF POES~NCE □ F ~ATF0!4L r~&~ VALV~ GIVEN
•:~ TH~~ \ALIJ[ STVFN
T '.:':f'.:'T".:!'·. y,..r ~,u,..~i=;; J~.
:>':)LILTS tl~JITS ~·Ari:.1-1.:.yi:,' n.~5U •~G/~~ CY At·!~~. -STOC!ET 00721
--~-.'. r L ·~ i\ • .,,p, - -- ----,,r c-.v-.~:•: '.' .:-< ; \I ; ,., -: ': -. : r. C!'/.:.~1,.;7 :• C. ,' r: J L -, ! -~T o,~T ·--... c T ::1 ii ~:,_1 L';;-'.;( ·~·t '.~TJ ',J;!t'"L· ~-:·. ,·1ct:'.:'l-:i: ;.\•,1t!..~ 11r:: s;r1IM P~1JEC T NO.: ~7-23~ S~U~CE: S~lG, C~~~IC4L CJ TY: :~t~~~~~ ~TJTIJ"J 1.0.: GC-s~-o: 5T1~ET STATION ~Q: r-~:JGU/1~ ~l~~~~r: sf~ sr11r:: ;~c SA~PL~ CCLL~CTI~~: START CAT~/TJ~~ 0~/23187 SA~PLE CilllE(TlJ~: ST1t" CAT~/TIME 00/00100 COLL TEG e,: w S~IT~E~~A~ ~fCEJv~r ~~□~: SIi~~ ~Et•~: 1~TE/Tl~~ 00/CJ/QO Pf(•n PY: SlAL CH!::11JST: JCf'I' CH!:.'~IST: ANALYTICAL~~,~~□: (4S[ ~1□.: 7000 c~:; S4~PL~ !' : :-:_:~2s CO~TQl:T lA~□~ATl~Y(~R~A~JCl ~~A!.. cu~,r:.;J(T LASJ['AT~~Y(Ir,..[';!(.!l\:: ): ,-r~!.L C:E"4Jl?K: '<E: MA~~: 1~0~~ S4~~L~ ~n. ~□F~~G SA~Plt L8G VERIFIED ~y: WFP :;,,;:,;:..:EM .'I~ K '.:),·,,:,,:-~ATd VfQI~I[C ~Y: GKe ¢C¢F~Jrr1QTE~¢¢¢ DA-AVERAGE VALUE O~A-~J~T l"JdLYZfD ¢J-~STIMATED VALUE ~~-r['tsu~~T!VE rv DK-ACTUAL VALLI~ 13 lN~W~ T0 ff Lf5S Ol-ACTU~L VALUE IS l~J~Y 10 ·•~ S~~dT ou-~AT[~IAL WAS 4~3LYZ~~ ~~r lu! ~CT T~~ ~!~I~U~ :rr:cr1~~ Ll~!T. J ._..;.· .. , ....... . ¢~AI-INTF°FfQf~CES ~EN(~ J~ P~ESf~C[ ~~ MATEPIAL t-lAN V.'ILL'~ GIVFN ? THAN ~\LUE GIV~~ ~-~Tf(ET. , ... t 'l'J''~f['. !$ ,·nurrcc.L ~-:5'JL r~ 11•1· r~ ru.·.1•,•r1;·r-c.:.:111 ·.--./,"L, (Y:. :!.7; --.. -:-: ;uL r•,==·· -STORET 007 21 -
_,--"L-••• -----.-:--:.,,-! ._ ·, ':· -~ ~ - --• ----, 'L -,_ ,!l!!!l!li '., .. Jlllllll --• 1-. ':" I/,:: .. ·. ·• "~t.:31'.'7 :,0~(1-: 4:_•4LY'iI ; '-,. ,.i.J:. ~ r ::r1r:_: ~,~1r r iV'Nit -L/~LUr~fC T -~ T ) ~~~~t• •,~. ~7[1:1~ l r; .. ·.1(L.:: Jyo:-: ~=[!~'. PPJJE(T ~o.: a7-2)l s~~~c:: G[IGY ~hf~T~JL crrr: o.2~~Gf:t', r·~]~Q~:• iL~r~~r= ~s~ STAT::: :·i( STATI~v I.O.: GC-55-J: ST_J:?!'T STATJ:"r.; :10: SA~Pll C~LLECT!·)~! SA~Pl~ (CLL~CTIU~: s,~~r ~~T[/TI~E OJ/~3/P7 STQr ~~1~1r:v! OC/OCIOC (OLL~(J,:(I 1;:Y: ~· :;;.1[J,-!L:_::r·-"'II t·•(';Il/f~-1",(Q:-.:: s.i.~-\PL~ R~c·o: :.: .. r~tTI•i'" ,)CIO'll':10 i;:1;:r_•u ~,y: HC.LH-: CH~~I~T: JC~ (rlf~IST: A~ALWTl~il.l ~ET~JP: (AS'.:NJ.!7000 G APLf:~ ;:~4 CU~T~ACT LAEJ;AJ Y( ~ ~~!() :·~l CU~f~ij~f l4GJ~~T Y( ~ ~~;•:1 ): ~ lL ~f~A~K: RE~APk: IN~~s sn~~L~ ~~-= ~~C5~0 S4~Pl~ L1G V~RI~Ii~ ~r: ~~r 8Q~~E~Q~~S~::·· :~rn VftI~rro ~,: ~~3 ,~~CJTNUTfS ~A-AV~RQG VAL~E ~~A-tJQT d"!aLY~ ¢J-~STIMAT C V4LJ€ ~ll-~Q~Su~~TIVE K-A(TUAL VALUE IS r~J"11 T~ !~ LiS ¢l-ACTUAL VALU~ :s ~~1~~ TO :E G~~ ¢U-~4TE~!tl ~lS AN~LYZ~~ ~~~ ~CT 'J THf ~!~T~U~ [~t~crr~~ Li~:,. I ~ ¢~41-INTE~Ff~Etl(E~ v1rc11:~ 1F PRESf'ICE JF ~4I~PIAL T~~•J VALU[ GIVfN ?~C T~AN VALUE irvEN T ~i~T~(r~r. THF ~IJ~~[~ TS ', IJL T S I): : •. !J u~Jf"". ri;:-,~.v~r~;.; .-c./H, cn.·:1,,-:. -- -STOQET 00721 -
---""!-''· : : r -;: y ', 1 , •.
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5Tllf IC\I
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sra~r ~:i,~11:~~ 0~1;J1?7 ~TLr ~n1~11;~~ uo,ro,c~
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(Hfl~l5T: JC,-: C'-'':fIST:
ANALYTICAL ~fT~lO:
CASE t,, '.l. : cc·"ri::11cr
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- -
n~flC~ OF ~i::ESENCf 1c ~AT~Pl~L
HA:; V.HUE C:IVF.N
I
~ T'-'4~ VALV[ GIV~~ ~!![CT~r. Th? ~!J~?~D 15
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Cl TY: ,H!EI.O~f-'-l
STATIUN I.O.: GC-SS-J3 STJ~ET ST~TIO~ NJ:
Sll~PLE C □LLECTI~'-l: STAPf CATE/TI~£ 03/2~187 SAMPL: CGLLrCTI~~= ST~~ r11T~/TI~: 0~/~0/00
~OLL:CfE~ RY! W S~ll~f;~,~ ~F(CJVEQ ~~□~:
:.AMPLE t;:c•u: ~•,:iy:_:1JIIV' nJ/Q!l/Q;J i.l;('C ~Y: SEAL[J!
CHEMI5T: JCM (H~MIST: ANALYTICAL ~~T~oo:
CASE NJ.: 7000 OQ~ Sll~Pl( N2" C:?Z6 CJ'-lT~JCT LABO~ll.TC~Y(O~GANJ~):0 ~;•jt CO~fRl:T llltS~ll.T•~~Y(I~cr;,~i:r,: ~~AL
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h 5,.•rf1-,::r:'.fl\/ ,'>(r•y:" t.t')tl: ':,,r::/ri~--r.c10-:10~· ·• · · ~=c~r,
CH~~IST: JC~ CYE~:ST: O.NALYTICAL MET~JD:
Cil'.iZ.: ~!).: 7J0ll J-:(. ~u,, 'tlt /~~: r -, "'1 CJ~rr.i.:, LA~~~~T~{l(G;r3· ![): L;0E(
(.'...J'-lrt;',1,:r LU:>·_'.:Jlf'~·:t(Fl':':1,·ir::): :.L
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,:,t-O.CTLIAL V.l.L'h :;0-~tT~~tiL ~-I~ ~ T,... -~ ,.. ! '! I ·.1 •J ,.•
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----,., __ ,.·-, ;-----.,1'------.· .. ·::::~•, .\ L ir'~!fl -:--ll - • • I \' ) T •• -"; \ , I " ,. f \ ,}•:,/:_:Jtd1 ~\'" "i. ,11'.._V ! :_, 1 ·' r> · 'T •1 ; \ " T •~ -: r 1 ;. T / ~ '. l / L 'Ji." _·. ( i:> t \., T ) .-, .l ·\1'-' L: . 7 ( i •. 7,. _. c_:.·-•r•Li. Jyr-c: :C~C!\I P CIJL'.( T ~C.: ':11-lJ"! ~ u~c~: GfIGY (~~••:c~L C I Y : ~ ;:! ~;., ~ ::_ E: ·1 ~;~~~4·1 ~l[~iNl: ss~ sr~rc: i,c ST4TIU~ J.t•.: GC-~~-U4 STOQFT STATJJN ~1: SAMPL~ CCLLECTIO~: STA~T ~AT~ITl~E 03123187 3A~PLE CGLLECTI1~: Ster CAT~1rr~r 01,no,on COLL~CTE~ MY: ~ SMIT~~tMAN Qf:cIVEG c~c~: SA:-IPLE .;::C:("D: ['l.T:'ITP"~-OJ/J('/00 l='!=("(I tY: )~:lLEC: CH~~IST: JCM CHfMIST: ANALYTICAL HETH10: CASi ~□.: 7000 OQG 5J~~LE ~~: □ES:8 CO~T~A(T LA6J~ATJ~Y(O~CA~]r): ~~AL CG~TRl~T LA0DI.JT~;,cr11s~~Atlj(): ~~~L REMAR~: DE~ADK: I~O~G SA~DL~ N~.: ~)F~57 SA~PLE LOG VE~l~IEO ~t: ~~P [AU Vf~tctr:~ ~'I': Glt.P ,:, ,;::;: k E ~ 4 ~ K ~ ,;,:~:~ R-JUALITt CONTPJL I~~J(aT:s T~l ~•~JQ AQE ij~USE46L~ R-(:J~PrJiJN(' ,'ll~ ..]~ MA'f ',JT 0~ ~ ~ '-t •~T ~-QfSJ~PLI~G J~O lEl~ALYSIS :s ~C~S~4tY ~1J ~ERTFICAT!O~I :,i:o.Jt:l•Jr:s,:;, ~A-AVERAGE VALU~ ~!:t-~~T J,~LtZE~ ¢rlAI-l~TER~fRfNCFS *J-ESTIMQTED V~LUE ~~-r~~~JMPTIVl ~VIOE~Cf JF P~E~~NC~ QF ~AJEqTAL ¢K-GCTUAL VALUE IS K~J~H T~ 2~ L~~S y114~ VALUE ~IVE~ ¢L-ACTU~L VALUE IS r~~h~ TO ~F 5r~tTE~ THA~ VALUE GIVEN ~u-v~1~rIAL ~as i~ALrZf~ ~~P ~ur ~~T ~ET=~r~0. T~E ~u~~~P rs Tt-i:: r•I~1tMUio1 [;fT~(".'I~·; Lf,\'!T. ~"'\IJL T~ (: • C ") ,_' :: IJi,lfS ►11~~"'':T~ ~-·•1·,1~ G CY :•11·;~ -7:: •. 'JI. T ~ ·,'::'.·' ---STOP.ET 01)721 -
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SA~PLE COLLECTIJ~: STAOT ~11.T~/Tl~f OJ/~J/~7 srcP ta1£1T:~E or,~o,oo
COLLECT~~ ~y: ~ )~il~i~Kt~ ~~Cf!VE~ r~~~:
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CH~~rsr: JC~ c~~M!ST: A~ALYTI~~L Mfl~~O:
CASE "'lJ.: 7/JIJJ ~~,; )Ai,;PLE •;ri: '."7031
(Q•jJij~CT LB~~~OJJO)(CQ~l\i(): ~POL
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STOClfT 00721 -
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P~UJ~cr ~u.: ~1-239 S~UQCE: GEIGY (~~~[CCL (}Tr: d1(r'[~(."I
STATIJ~ I.D.: GC-S~-o~ SJ □Q~J STATIJN NC:
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P~□JECT NO.: B7-231 PC:ryGOG~ ~LE~ENT: SSF ~JU~CE: ~EIGY CH~MICAL LITY: 43EROEE:l STATr: ~C
STATt:J"I I.O.: GC-SB-02 STOR~T STATION 140:
SA~Pll COLLECTION: START DATEITJ~E 03/23157
SAWPLE COLLECTION: ST~P GlT~/Tl~E 00,00,oc
COLLECTED BY: w S~IT~EC:MAN ~~C~IVEr ~~o~: SA~PLE C:Et·o: OATi/TJ~C oo,oa,oo Qrc·o PY: SE::ALEO:
Ct-tEM[ST: JCM
ANALYTICAL MET~□□:
CASE NO.: 7000 O~G SAPPL~ N~• cegze
CO"lTRACT LABJ"11roqvcoRGA;,,:lc,· • ~•-1al co~rRa:r LAB □RATJ~vc1Hc~GANil1: ~~AL
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PQQJ~CT ~c.: 87-239 P~]S~AM ~l~~~NT: ss~ SOU~CE: GEIGY CHE~ICAL crrv: A1E~O~EN STAT~: NC
STATION I.~.: GC-SS-02 ST □R=T STATION NO:
SA~PLE COLLECTIOII: ST~PT JAT[ITI~f Q3/l3l87 SA~PLE COLLECTION: STOP JATr,,r~l 00100100
CCLLf(TEO BY: w s~x,~crMAN Q~(EIVEV ~RJ~: SA~PLE QfC'O: ~AT~/TI~: C0/00/0U Q~c·c P.Y!
SEALED:
CHEMIST: JCM ANALYTICAL ~ETH □□:
CASE NJ.! 7000 O~G SA~PLC Nn: tf£~4 CO~TQACT LABQR~TJ~Y(~~GA~IC): qr~L
CO~TRACT LA3JRATO~T(INC~~A~l()! ~MAL
J:lf/'IARt(:
RE "'ARK :
SAMPLC LOG VERI~IED ~y: WFP
,:,,:::;,REM A~ I( S ,;:,::::,
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OA-AVERAGE VALUE 0"1,-1,cr AN~LYZEO ONAI-INTEC!FFqENCES OJ-ESTIMATED VALUE *~-PRFSU~~TIYE fVltENCE a~ P~ESENCE 1F ~ATFRIAL OK-ACTUAL VALUE IS KNOWN TO ~E LESS T~AN VALUE GIVEN ¢L-ACTUAL VALUE IS KNQ~N TO Bf GREATEC! T~AN VALUE GIVEN OU-~ATERIAL ~AS ANALYZf~ F1C! PUT ~OT DET~CT~r. THf ~U~f~q IS THE ,..INIMU~ O~T~(Tl3N Ll~IT.
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04TJ ~EPC~TI~G S~~~T SE~I~c~r,sJ;l/SLUC~~,Q~Y ~T)
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PROJECT NO.: 87-239 PRQG~A~ =l=MFNT: ss~ SOUQCE! GEIGY CH=~ICJL
CITY! G.BEROEE:N STAT'.:: ~lC
STATIC~ I.D.: GC-S8-0.3 STQRET STATION NO!
SAMPLE COLLECTION: START OAT~ITI~E 03/23187
SAMPLE COLLECTION: STOP DATE/Tl~( 00/00/0Q
CCLLfCTED 9Y: W SMITHERMAN RECFIVEQ FRO~: SAMPLE ~ec·o: OAJE/Tl~t OC/00/00 R~c·o ev: SEALED:
CHEMIST: JCM ANALYTICAL MET~JO:
CASE N~.: 7000 ORG SA~PLE NO: CF827 CO~JqA(T LABORATORY(~~GANIC): R~AL
CO~TRACT LA~ORATORY(IN~R~A~IC)! R,AL
REMARK: REMA~lt.:
-
SAMPLE LOG VERIFIED 8Y: WFP
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5Af"IPLE aATA VfR!FIEO ~Y: GKB
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2 • .3 u 14JN
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0.57U z. 'rn 2.9U 11 6UJ NA
2.9U
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9700 11 1900 450UJ saoo
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PROJECT ~G.: 87-239 DROGRAM ~l~~c:_Nr: ss~ SOURCf: GEIGY CME~ICAL CITY: AOf~OE~N STAT~: ~C
STATIO~ I.O.: GC-SS-03 STQRET STAT!□~ ~C:
SA~PLe COLLECTiu~: START CATE/TIP~ 03123/87 SAMFLE COLLECTI □N: STCP C-ATE/TI~E 00100/00
COLLECTE~ 8~: W s~tT~fQ~AN R~CcivEn ~RQ~:
SA~~LE Rec·o: 04rEtTIMf OG/0~/00 ~Ec·r AY: SE AL!: ,J:
CHEMIST: JCM ANALYTICAL METMOO:
C~SE NO.: 7000 ORG SA~PLE ~J: ~~82& (JNTRACT LA60RAJ~qyco~GANJC): Q~AL CO~TRACT LA~~~~J □qY(lNJ~Gt~IC): ;~Al
RE "lA RK:
REMA RI<:
SA~PLE LOG VERIFIED SY! ~FP
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*A-AVERAGE VALUE ONA-~OT 4NALYZEQ ONAI-INTERFERENrEs *J-ESJIMATEO VALUE Ott-PRESUMPTIVE EYIOENCF OF PRESENCE 5F MATfRIAL OK-ACTUAL VALUE IS KNOW~ TO BE LESS THAN YALU~ GIVEN . ?L-ACTUAL VALUE 15 ~N □WN T8 ~E G~EATER THAN VALUE GIVEN
~U-MATEQIAL ~AS A~ALY~[~ es~ ~UT IIOT C[TE(TEU. THf NU~~~P IS THE ~l~IMUM C~TFCT!~~ LI~!T.
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PROJECT NO.: 87-Zl~ P~QG~A~ EL~~~N~: S~~ SOUQ([: GEIGY C~~~ICAL CITY: ABERD~EN STATf: NC
STATIO~ I.O.: GC-SB-04 ST □RET STATION NC!
SAMPLE COLLECTION: STAPT ~ATE/Tl~~ 03/23187 SA~PLE CCLLECTIJ~: STOP SAT~/TI~E 00100/00
COLLECTED 9Y: W S~IT~E~~AN ~~C~IVEC FQC~: SA~Pl( REC"O: o~r=1r1~~ OC/0~/00 ~~c·c 6Y! SEALEO!
CHEMIST: JCH
ANALYTICAL MfJHg □:
CASE N0.! 7000 □RG SA~PLE NJ: GE~29 CUNTRACT LA60RAJCqY(Q~GUNIC)! PMAL CU~TRA(T LABJR~T □RY(l~C~GCNIC)! ~~Al
RE"'IARK:
t;: EMO.RK:
SAMPLE LOG VERIF[EO By: WFP
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PROJECT NO.: 87-239 PR'JG~A~ 1:LE"1:NT: ss~ S'JURCE! GEIGY CHE~ICAL CITY: ABEROEF.N STAT~: NC
STATI'JN I.o.: GC-SS-04 STOREY STATION H'J!
SAMPLE COLLECTION: STADT CATE/Tl~E 0312~/87 SAMPLE COLLECTIQ~! STJP OAT~/TIM~ oo,oO,or
C'JLLECTEO BY! W 5MIThERMAN REC~IVED ~RO~: SA~PLE REc·o: DATf/Tl~E 00100/00 R=c·c tY: S=ALEC!
CHEMIST! JCM ANALYTICAL METH30!
CASE N3.: 7000 ORG SA~PLE NO! UE828 CONTRACT LA00RATGRY(ORGANIC): RrAL CONTRACT L~BORATJRY(INGRGAN!C)! R~AL
REMARK.: l'IEMACa:
-
SAMPLE LOG VERIFIED BY: WFP
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sa~PLE DATa VERlFifD ev: GI<.~
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29UJ 11 U
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5. ~ U 3. a NA
601JJ NA
O.llU 600 220
190000
120000 3100 3100 ~80
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SAMPLE TYPE: S~DI~
rRQJECT NO.: e1-23q PQ)(QA~ fLE~:NT: SSF SOURC~: GEIGY CHE~ICAL CITY: A~ERGlEN STATc: tJC
STATIO~ I.O.: GC-58-~5 STORET STATION NO:
SA~PLE COLLECT!□~: START OATF/TI~: 031!3l87 SAMPLE COLLECfION: STOP OATE/Tl~E 00/~0/00
CCLLECTED BT: W SMlTHi~~A~ RE(FIVEO ~ROM:
SAMPLE RfC"O: DATEITl""E U0/00/00 REC'D BY: SEO.LEO:
CHEM[ST: JCJill ANALYTICAL METHOC:
C4SE NO.: 1000 ORG 541-'PI E N~• [,,..P~l CONTRACT LA9JRAT~~Y(ORG~~lC):· Q~iL (□~TRACT LAeORATOQY(l~OQGA~lC): QfAL
REMARK: R'EMA R'K:
SAMPLE LOG veqIFIEO ijJ: WFP
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SAMPLF CATA VER'!FI~O SY: Gl(.8
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PROJECT NO.: 87-239 rR □Gi:tA~ ELEM~NT: 55; SOU~Cl: GEIGY (HE~IC~L CITY: Ad[QOEEN ~TAT~: NC
STATIO~ I.O.: GC-SS-05 STORET STATION NO:
SA~PLE COLLECTION: STA~T CAT~ITI~E 03123/87 SA.'"IPLE CGLLECT10t-t: sror Gl!iTE/Tl"'~ 00/00100
C □LllCTED 5Y: W SMIT~EQMAN ~ECEIVEO ~R~M: SA~PLC QEC.~o: OATE/TJr1 F 00/0/J/IJO Q:'(.~(l sY: SE4LEO:
CHE,'"1St: JCM A~ALYTICAL ~ETH~□:
CASE N].: 70~0 JQG SA~PLE NJ: RCQ)O C0~TRACT LA63RAT0~Y(C~Ga~I(): -~~GL CJ~TR~CT LAfO~~T □~Y(I~C~Gt~IC): QM~l
REMARK:
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SA~PLE LOG VERIFIE9 ev: WFP
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SA~PL~ 01\TA VERI~IEO RT: GK9
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PROJECT ~O.: 87-239 PROGRA~ ~LEMENT: $$F SQUij(E: GEIGY CHEMICAL (Irr: ABEQOEEN STAT~: fl(
STATION I.□.: GC-52-06 ST~RET STATION ~U:
SA~PLE COLLECTI~N: STA~T CATE/TIM~ 03/23/87 SAMrLc COLLECTION: STOP UAT[/TIME 00/~0/00
COLLECTED e,: w SMIT~fRf,'.~~ ~ECfTV~D FRr~: SAMPLE r:i:ec·o: PATE/Tl~E 00100100 Rfc·J ~,: SEALED:
CHEMIST: JCM ANALYTICAL METHOD:
CASE No.: 7000 ORG SA,..rLE NO: [•E9~5 CJ~TQACT LA8CRATQQY(OR~4NlC): ~~Al CJ~TRACT LAB~R~TORT(IN~RG6~JC): ~~~l
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SA~PLE CSLLECTI □N: STA~T PATE/Tl~[ OJ/21157 SA~PLE C □LLECTIJ~: 5Tar CAT~/JIM[ oo,~o,oo
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C~SE NO.: JUJU J~G s,~?l~ NJ: :~2~~ (□~T~Q(T LA&URAJJqY(C~GANI(): O~AL CQ~TQA(T Lt.DLJl<ATJ~Y([;-.r.~,:6'1IC): c>i~AL
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PRO/ri!O,..l:P-llUf VI"IYL (HL•'.:IQJCE CHL0i?OETHA"1E METHYLENE CHLO~IDE 1,1-CJCHLO~O~THENEC1,1-GICHLOROETHYLENF)
1,1-0ICHLORO:THAN► TRA~S-1,2-0JC~LJQ6ETH~NE CHLOROFOQM 1,2-CICHLOPOl:THUlE
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1!1,2-T~ICHLOROETHANE C 5-1,3-DICHLOPQPROPFNE 2-CHLOROETHYLVINYL ETHER l?ROMOFOR~
1/1,212-TCTRACHLOROETH.QNE T TRALHL □ROEThE~E(T=TRACHLOROETHYLENE)
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SAMPLE COLLCCTIUN: STAOT DATE/TI~~ 03123187 SA~PLE COLLECTION: STJP DAT~ITlMl 00/00/0l
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(MEMIST: OMC A~ALYTICAL ME.T~JC:
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STATIO~ t.~.: GC-SS-07 STDRtT STATJUN 11J:
SA~PLE C~LLECTIQN: START DAT':/TIME 0~/iJ/87 SAMPLE CCLLECTION: ST~P CaTftTl~E 00100/00
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SAMPLE C □LLECTI □~: STA'T DATf/Tlf'E 03/ZA/87 SAMPLf COLLECT,JN: sraP DAT~/TIME: 01,oa,oa
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SAMPLC COLLECTIJ~: STA~T DATE/TlMf 03/~3/87 SAMPLE COLLECTIQ~: STJP CAT~/TIME 00/COIOO
COLLECTEC ~y: W S'llTHEr~,N ~~CEIVE~ cRav:
SA'li'LE ~EC'[,: OU.TE/TJP."t (10/01)/00 R+::c~c ~\Y: :; E dL !: ~:
CHE:MIST: OrlC ANALYTICAL METHOD:
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CASE ~□.: 7UOO ~~G S~~PL~ ~n: S~2~8 CJ~T~ACT LA60RAT~~Y(,Jij~AtJC): ~~Al
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STATION I.D.: GC-S~-01 STJqEJ STAT!□~ ~c:
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1,~-0ICHLOQQ9E~lf~F 1,4-QICHLQ~O~EN!ENE 1,2-0ICHLOPQ~[NlENE BIS(2-CHLO~O~THYL) ETHEP ~EXA(Hl~~O:T~A~~ ~IS(2-(HL~RLJI~OPR~PYL) ET~:R N-NITR8SOGI-N-PROPVLA~t~E
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ACfNAPHTHYLE"4E ACHUPHTHENE Ol~ETHYL PHTHALATE 2,4-0INITROTOLUENE 2,6-0INITPrTOLUCNE 4-CHLOROPHENYL PHENYL ETHEq FLUCRENE
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OIETHYL PHTHALATE N-NITROSOOIPrlENYLAMINE/OIPHENYLAMINE HEXACHLORUBENlEN[ (HCB) 4-BROMOPHENYL PHENYL ETHER PHENANTHRENE ANThRACENE 01-N-BUTYLPHTHALATE FLU □Ra.NTHENE PY RENE ~ENZYL EUTYL PHTHALATE BlSC2-ETHYLHEXYL) PHTHALATE SENZO(A)ANTHRACENE CHIHSENE 3,3~-0ICHLORDBENZIDINE DI-N-OCTYLPHTH4LATE BENlOCA AND/OR K)~LU~RANTHENE 3ENZaCB A~OtOR K)FLU □~4NTHCNE eeNZO-A-PYREIH lNOENO (1,2,3-CO) PTRfNE OI~E~ZO(AIH)ANTH~ACENE BENZO(GHI PERYLENE . 2-CHLOt:fOPHENOL 2-NITROPHENOL PHENOL Z,4-0lMETHYLPHENCL 2,4-0ICHLOROPHENOL 2,4,6-TRIC~LOROPHENOL 4-CHLORO-l-METHYLPHEN~l Z,4-DINITi:tOPHENOL 2-METHYL-4,6-0lNITROPHENOL
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PROJECT NO.: 87-239 P~1G~AM ~L~MEN~: SSC su~~c~: GEIG~ (hf~l(~L
CITY: AOERO[EN STl:lT.".: ,c
ST4TIO~ 1.0.: GC-SS-Cl STJR[T STAtIO~ NO:
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CHEMIST: OMC ANALYTICAL METH □U:
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DIMETHYL PHTHALAT£ 2,4-0INITQOTOLUENE 2,6-DINITROTOLUENE 4-CHLOROPHENYL PHENYL ETHER FLUOQENE DIETHYL rHTHALAT~ ~-NITROSOOIPHENYLA~INEIOIPHENYLA~Iftf HEXACHLOROBE•ZENE (HCij) 4-BQOMOPHENYL P~ENYL ETHEQ PHENANTHRENE ANTHIUCENE OI-N-BUTYLPHTHALATE FLUORANTHE~E PYRENE 9ENZYL BUTYL PHTHALATE 81S(Z-ETHYLHEKYL) PHTHALAT~ ~ENZO(A)ANtHQACENE CHRYSENE 313•-o,ceLaRoe,N!IOISE_ 0 -N-OCTTLPHTHALATE
9~NZO(B ANO/OR ~)FLU~RANTHENE BfNZO(B ANO/OR K)FLUOR!~THENE 'HNZ0-4-?YQENE INO:NO (1,213-CO) P!RfNE DIBE~ZO(A,H ANTHqACENE ~ENZO(GH[)PERTLENE 2-CHLOR:OPHENOL 2-NITR:QPMEt-lOL PHENOL 2,4-0lMETHYLPHE~~L 2,4-0ICHLQqQPHE~Ol
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PRJJECT NO.: 37-~39 n•JGl<A'" ~Ltr-:Et,.!: SSl:C sc~~cE: GEl~Y CH~~J(JL ClTY: 0.d[,.:UE,(lj sr.:.r=:: •,c
STATIO;l l.O.: GC-St-J2 STOR=T STATIJN NO:
SA~PLE CDLLc:rto~: sro.=r CATF/Tl~f a~l23/87 SA~PLE COLLECTION: iT0° 00.TftTIMl 00/00/CO
CJLLftTEO SY: ~ s~1r~~~r,~~ R~~=1vE~ ~PQ,1,': SllMPLE ~E:l'U: [':!.TE/Tl'~~ ,'_'IQ/:)•)/ll:; ;)f('( ~Y: SE .l L ': C:
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*J-ESTIMATEO VALUE ~N-F~~~IJ~PTJVE EV!OE~CE OF PPESENC~ 1F ~ATERIAL ¢k-ACTUAL VALU~ 15 KNOWN TU ~f LESS T~A~ VALUF GIVEN *L-ACTUAL VALUE IS kNO~N TO e~ G~EATEr THAN VGLU~ GIVEN *U-~AT(~IAL ~~S ~~ALYZtri FJC 0 UT j~T G~Tf(TEU. TH~ ~U~3E~ 15 TH: MltJUMU:1 1:·JA!lll 1 c!Tl')t.' Lf1~11.
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CITY! !IB[~OE:'.:.'l 0 T.'IF: 'I(
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~IS(Z-CHLOROETHOXY) METHANE ISOPHORONE
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P~JJECT NO.: 87-ZJ9 ~,:~~~a·· ~l~~r~r: SSF JCU~Ct: ~EIGY CMF~:(~L CITY: ldE~~=E~ ~,~rr: ·,c
ST~TIJ~ I.O.: GC-~2-0! STJ~ET STATIC~ ~J:
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BIS(2-CHL □qoETHYL) ETH~R ~EXACHLOROETHA~E ~1$(2-C~LO~OISJPQQPYL) ~TH~R N-NITRQSOOI-N-PPOPYLAMINE NIH.OIJENZENE HEXACHLJRC~UTAOIENE 1,2,4-TRICHLOROBENZE~E NAPr1THALf.NE 81S(Z-CHLORGETHQXY) METHAN~ ISIJPHORONC HEXACHLORQCYCL3PfNTAOIENE (HCCP) 2-CHLORONAPHTHAL~NE ACENAPHTHYLENE ACENAPHTHE~E DIMETHYL PHTHALATE 2,4-0INITROTOLUENE 2,6-0INITRQTOLUENE 4-CHLOROPHENYL PHENYL ETHER FLU□IHNE
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DIETHYL PHTHALATE N-NITROSOOIPHENYLAMINE/DIPHENYLA~INE
HEXACHLORO~ENZENE (HCB) 4-BROMOPHENYL PHENYL ETHER PHENANTHRENE
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DIETHYL PHTHALATE N-NITRnS9DIPHENYL4MJNf/OIPHENYLA~INE ~fWACHLORO~ENZENE (HCe) ~-8ROMOPHENYL PHENYL ETHER P~ENANTH~ENE ANTHRACENE OI-N-BUTYLPHTHALATE FLUORA...,Tl-4E"4E PY''=NE BfNZYL b 1JTYL PHTHALATE 815(2-~THYLHEXYL) rHTI-IALATE BENZJ(A)ANTHRACENE (HRYSf",!f 3,3·-oICHLOROBFNZIOINE-OI-N-OCTYL~HTHALATE ~ENZ0(8 AN0/1~ K)FLUO~~NTHEN= ~ENZO(A ANOI □~ K)FLUORANTHfN~ :H-o.,i l 0-A-PY Rf N (
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UG/L UG/l UG/L UG/L UG/L UC./L
Ul?-/L UG/L Ul,/L
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1,3-~ICHL □0o~~~z~rJ~ 1,4-□ICt-iLC~OefNZE~E 1,2-□ICHLOQO~f~Zf"j~ BIS(2-ChLOQQ~THYL) ETr~~ t-iEJtACHL □i.□t:T"1ANE ~r)CZ-~HLO~GI~rpquPYL) CfNF~ ~-~,r~~soGr-N-PRQPYLA~!~F ~IITR0BFNZE~F . Hfi\CHLOiO~UTAOIEfl~
1,2,4-TRIC~LOR09ENZENE NAPHTHALENE 9IS(2-CHLO~OfTHOXY) METHANE IS □PrlORONE ~EXACHLO~J(Y(LOP~NTAOI~NE (t-lC(P) 2-CHlORONAPHTHALtN:
ACFNAPHTH'f'Lf"'f ACF~APHTt-iENE
DIMETHYL PHTH~LATE Z,4-0INITROTOLUENE 2,6-0INITROTOLUENE
4-CHLOROPHENYL PHEUYL ~ThER FLU'Jil'fr-.jf
-
OIFTHYL PHTHALATE N-NITQOSOOIPHENYLA~INE/DIPHENYLA~INE HEX4CHL □q03ENlENE (HC8) 4-BROMOPHE"'Yl PHENYL ETHCR PHENANTHRENE -ANTHRACPH OI-N-BUTrLPHTHALATE FLUJRANTHf!"-H PY RENE ee~ZYL BUTYL PHTHALATE P.15(2-ETMYLHEXYL) PHTH4LATE ~ENZO(A)ANTHRACENE CHRYSENE
3,3•-orCHL □RoeENZIDINE 01-N-'JCTYLP~THALATE eE~lO(~ A~O/OR K)FLU1RANTHENc ~ENZO(q AND/OR K)FLUORANTHENf BENZ'J-A-?YltENE INDENO (1,2pJ-COl. PY.~E~i: OIBENZO(A,H)ANTHDA(F~E -AENZOCGHI)PEPYLE~E . 2-CHLOROPHEN'Jl 2-NI TROPHEr~CL Pl-IE NOL 2,4-0IMETHYLPHfNQL 2,4-JICHLO~OPHENOL
Z,4,6-TRICHLJROPHENOL 4-CHLOR0-3-~ETHYLP~ENOL 2,4-DINITROPHENOL 2-METHYL-4,6-CINITQJPHENOL
PENTACHLOPJPHENCL 4-N!T"OPHENL'l
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PRIJJECT NO.: ~7-239 H:QU,'.il~ ~L':MENT: SSF SDU~CE: GEIGY Ctt2~It~L CITY: ABEQOfCN SU1H: 'IC
STATION I.O.: GC-~U~-G4 STQRET STATION NO:
SA~PLE COLLECT!□~: START OATflTl~E 03/23/87 SAMPLE COLLECTION: STOP co.rt,TI~E 0~100,00
COLLECTED er: ~ S~IT~~R~A~ ~~CEIVEJ ~ra~: S~M~•LE REC•□: ll.l\Tl":ITI~f: 00/0J/00 kf('[ :>Y: SEO.LE □:
CHEMIST: UMC ANALYTICAL METHOD:
CO.SE NG.: 7000 ~~G S~~~LE ¼0! J~pcz CJ~T~A(T LtaOQ~TJQY(J~~~NIC): GiQJ .(UNTQACT LA!OR4TJ~YCl~C~~£~JI(): ~MAL
IH"1ARK:
t:PIARK!
SA~PLE LOG VERIFIED ar: WfP
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:;::;, f OUT NOTE. S :;,:;,:;:
DAT4 VE~IFIE~ CY: CHH
*A-AVERAGE VALUE ~~~-N0T L"'lALYZ[O ONAT-TNTEqFfQfN(fS OJ-25TIMATED VALUE (,N-rR[SU~~TIVf (VIO~NCE 1F PR~SENCE 1F ~ATERIAL *K-ACTUAL VALUE IS ~NJWN rr ~E L~SS T~A~ VALUE GIVEN *L-ACTUAL VALUE IS KN□~~ TC eE GQEAT[Q THAN VALU~ GIVEN *U-MATE.RJnL ~AS ANALYZ~U F~~ ?~T 'l~T DFT~Lr~r. ThE ~U~BfR IS FH~ MINU~Ut1 ~UANTJTJTI8~ L~PlT.
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UG/L UG/L UG/L Ut;/l UG/L UG/L UG/L UG/L
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UG/L UG/l
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-----COMPOU"'lO 1,~-0ICHLORG~fN!E~E 1,4-0ICHLOPOB2N!ENE 1,2-0ICHL3Q09ENZE4E ~15(2-CHLOROET~YL) ETHER HE~ACHLOROFTHANE ~IS(2-CHLOROISOPqOPYL) ETh~R N-NITROS101-N-PROPYLAMI"'l~
NITiiOfl.fNlENE
HEJA(HLOR □eUTAOJENE 1,2,4-T"ICHLOROd~NZENE NAPHTHALENE 81S(2-CHLQROETHOJY) METHANE lSDPHORONE H~KACHLOROCYCLOPENTAOIENE (HCCP) 2-CHLORO~APHTHALENE AC':NAPHTHYLENE ACENAPHTHENE
DIMETHYL PHTHALATE 2,4-0INITAOTOLUENE 2,6-0JNITROTOLUENE
4-CHLOROPHENYL PHE~YL ETHER FLUORENE
-
DIETHYL PHTHALATE N-NITROSOOIPHENYLAMINE/OIPHENYLAMINE HEX•CHLOROBENZENE CHCBJ 4-BROMOPHENYL PHENYL ETHER PHENANTHRENf ANTHRACENE 01-N-BUTYLPHTHALATE FLUOR ANTHE NE PYRENE BENZYL BUTYL PHTHALATE BISCZ-ETHYLHEXYL) PHTHALATE BENZD(A)ANTHRACENE CHRYSENE 313•-oICHLOROBENZIOINE
D -N-OCTYLPHTHALATE BENlO(B ANO/OR K)FLUORANTHENE BENZaCB ANO/OR K)FLUORANTHENE BENZ0-4-PYRENE lNOENO Cl,Zt3-CO) PYRENE OIBCNZD(A,HJANTHRACENE BENZO(GHl)PERYLENE 2-CHLOROPHENOL
2-NITROPHENOL PHENOL 2,4-0IMETHYLPHENOL Z,4-0ICHLOROPHENOL 2,~,6-TRICHLOROPHENOL 4-CHLOR0-3-METHYLPHENOL 2,4-0INITROPHENOL 2-METHYL-4,6-0INITRaPHENOL PENTACHLOROPHENOL 4-NITRl"JPHENOL
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P~□JECT NO.: b7-239 PROG~n~ clcr1ENT: SSF SOU~CE: GEIGY c~c·~rC~L ,:rrv: 4BEP'jf,['.J )T.'.\Tf! t-:':.
STAT(O"l I.[l.:•(,(-?..,t-1.)4 STQRET SfAT!QN ~O:
SA~PLE COLLtCTl~N: ST~P.T ~ATE/TI~[ 0)/~4/97
SAi4PLE C:JLLECTl:JN: SlGP ['AT:'ITl"E 00/:JIJ/O'J
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(HE.'HST: OMC A~ALYTICAL METHUD:
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OIETHYL PHTHALATE N-NITROSODIPHENYLAMINE/OJPHENYLA~INE HEKACHLORO~ENZENE (HCe) 4-BROMOPHENYL PHENYL ETHER PHENANTHRENE ANTHRACENE: 01-N-BUTYLPHTHALATE FLUORA,.,TMfN£: PY RENE
BENZYL BUTYL PHTHALATE BISCZ-E:THYLHEXYL) PHTHALATE BENZDCA)ANTHRACENE CI-IRYSENE 3,3~-0ICHLOR05ENZIDINE 01-~-0CTYLPHTHALATE RENZ0(8 A~O/OR K)FLUORANTHEN~ BENZO(B A~Q/OR K)FLU□RA~THENE 8ENZO-A-PYR!:NE JNOENC Cl,2,3-CO) PYRE~E oreENZO(A,H)ANTHRACENE HENZOCGHI)PERYLENE ~-CHLOROPHFNOL 2-NJTROPHENOL PHENOL 2,4-DI~ETHYLrHf~CL ~,4-DICI-ILQP.JPHf~OL
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----COMDQU~(; 1,3-GICHLORO~ENlENf J,4-0ICHLGQOe(rlZENE 1,2-DICHLORC!lfNZENf ijfS(2-CHLO~O~THYL) ET~E~ ~EXiCHLC~OfTHAN~ e1sc~-C~LC~GISOP~JPYL) ET~fP ~-NIT~~SOOl-~-PROPYLAMIN~ NJT 1HlBENlPIE ~EXACHLO~Q9UTA01E~E 1,2,4-TRTCHLQQQBENlENE NAPHTHALENE eJS(2-(HLGPJ~TH0XY) MfTHANf ISOPHORONE HEX~CHL3RQCY(LOPENTA0If~[ (H(CP) 2-CHLOQQNAP~THALENE ACENAPHTl-'YLHIE 4CENAPHTHEN!: OI~ETHYL PHTHALATE Z,4-DINITROTOLUfNE 2,6-0INITROTOLUENE 4-CHLOROPHENYL PHENYL ETHER FLUOREhE
-
OIETHYL.PHTHALATE N-NITR0500IPHfNYLA~lNf/OIPHENYLA~INE HEXACHLOR03ENZ!:NE (HCB) 4-qROMOPl-'ENYL PHfNYL ETHER PHENANThRENE ANTHRACENE 01-N-BUTYLPHTHALATE FLUORANTI-IENE PYRENE 9ENZYL bUTYL PHTHALATE BISCZ-ETHYLHEXYL) PHTHALATE BENZOCA)A.NTHRACENE CHRYSENE 3,3'-0ICHLOROaENZIOINE OI-N-OCTYLPHTHALATE RENZacg AND/OR K)FLUQQANTl-'ENE 8[NZJ(~ ANO/OR K)FLUORANTHENF. '?ENZO-A-PYRENE IND:NO (1,2,3-CO) PYRENE OIBENZO(AIH)ANTHRACENE 6ENZO(GHI PERYLENE . 2-CHLO~OPHENOL 2-NITROPHENOL PHENOL 2,4-0IMETHYLPHENOL 2,4-DICl-'LOROPHEUDL 2,4,6-TRICHLOROPHENOL 4-CHLOR0-3-METHYLPHENOL 2,4-0INITROPHENOL 2-METHYL-4,6-DlfiITROPHENCL PENTACHLOROPHENDL 4-NIHlOPHEN0L
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P;;/QJECT NO.: :!7-221 ti~']•',~•.;1,, ':l'.'.',;~:1T: ~'.:."' SJU~Cf: G2IG) C~1:~1~~L err,: ABE~C[~N ~TAT~: ~(
STATION l.D.: LC-P~-07 STO~ET STATIQN N~:
SAMPLE CCLLfCTIO~: STlPT 011~/Tl~l 0312~/97 SA~PLE CULL~CT!G~: STSF (•AT~/Tl~f 00/0~/00
C □LLECTEO 61: W S~ITH~~~,~ ~'CEJVf~ ~R1~: SAMPL~ ~~t·G: lAT~/Tl~E 10100,cG· P~c·r t~: .'ii:. AllU:
Ct-lEMIST: OMC ANALYTICAL HETH □

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CASE t"lJ.: 7UIJO J..:'; Sfi.~~lt r,fl: r::-1:1:; CO~T~ACT Ll~□~1TJ~Y(l~~:·:tr): ~r~f (l.)~T~l(T LAt'J~;.J]~:Y(Jti(~:-:.;;{':)! l.'1:-AL
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~AMPLE LOG VERIFll~ ~,: w~r
,;::;,,:: C<' f: I' AF~-S:.,:;,,:,
,:::;:,:: := 0 UT NUTE'.:.;;::·:·· OA-AvErAGE VJLUt *J-ESTJMAT~□ VALU ,::IC-ACTUAL VAL•J:
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UG/L UG/L UG/L UG/L UG/L
UG/L UG/L U':./L iJr,/L
UC.IL UG/L UG/L UG/L UG/L
1JG/L UG/L UG/L UG/L
UG/L UG/l UG/L
UG/l UG/L IJG / L
UG/l UG/L UG/L UG/l UG/L UG/L
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1,~-~JCl'llG~CPfNZE~E 1, 4-~ICHLC..:'.BE'l!ErJ!: t.2-~ICHLOQO~f~Z~N~ PJS(2-~HLO~O~THYL) ETH~R HEYACHLO~OfTHANC ~JS(~-C~LU~OJ50PQQP¥l) ET~~R ~-NJTQGSOr!-~-PR~PYLA~lNt
"ll T'1fJf<fli~PH. HEXACHLCQO~UTADIE~~ 1,2,4-TQl(HLO~C&FNZENE NA;,HTHALENF. RIS(2-ChLOROETHOXY) MFTHANc ISOPHORO~E -~ ~EXACHLOQOCYCLOPE~TAOIENE (HCCP) 2-CHLORO~APHTHALfNE A(fNAPHTHYL [NE ACFNAPHT!-IENt
□IM~THYL PHTHALATE 2,4-0INITPOTCLUENE 2.6-0INIT~OTCLUENE 4-C~LORQPH~NYL PHENYL ETHER rtu01HNE
-
nyfTHYL PHTHALAT~ N-NITROSOOJPHENYLAHINE/OIPHENYLAMINE HEXACHLORO?ENZENE (HCB) 4-9Q0MOPHCNYL PHENYL ETHER PHFNANTHIH~H ANTHRACENE OJ-N-BUTYLPHTHALATE FLUJRANTMENE PYPENE ~ENZYL euTYL PHTHALATE ~IS(2-ETHYLHEXYL) PHTHALATF ~fNZO(A)ANTHRACENE . CHRYSENE 3,~·-orcHLOROBENZIDINE DI-N-OCTYLPHTHALATE q~NZO(q ANO/~R K)FLUORANTHCN: gfNZO(R ANQ/OR ~)FLUORANTH~NE ElE"IZJ-A-PY'lflff INO:NO (1,213-CO) PYRErlc 019ENZOCA,~JANTHRACENE -BENZO(GHI)PERYLE~E . 2-CHLOROPHF.NOL 2-'UTPOPHENOL PHENOL 2,4-0JMETHYLPHENOL 2,4-0]C~LGPOPMENGL Z,4,6-TRl(HLOROPHENOL 4-CHLOR0-3-~FTHYLPHEN,L
2,4-0INITROPHENOL 2-METHYL-4,6-DINJTROPHENOL PE!IT4CHLOQOPHENOL 4-NIT~OPHE"IUL
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,J.: 57-239
E:lC,Y Cr.~ 'I(:OL
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STATION l.G.: ·GC-?~-~! s,~~ET STATIJN r,::
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SAMPL~ CGLLECTJ~:4: ~TA~T (lT2/'I~[ 01/~4/q7 SA~PLE (CLL~CTIJ~: ST~P SAT~/TJ~~ Jat10/~~
C~LL::':C"f:D ~-1: ,1 5·-11J1-<~;:._.,,,\I 2::(i'Iv:r• ~~·:;·,.: SA'-'Plf ..:.;:c·:..: :.•:..r2--1r1,:• !1,)fJ'.l/·)0 ~:::c·~ -Y: Sc' 4 l::. Li:
CHEMIST: C,M( ANllYTICAL M[TtlJD:
CASE_-\'J.: 7UCU :;..;.; ,;_,:fl: 11n: •,1'1 CJ~lf~·ACT LA9Jf':ATJ~:Y('!~,:-~•11:): ,:-,::_1-•:i CJ'll~ACT L~d~=ATJ~YC!r::~~,~ICJ: ~PAL
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lf'.' ::,Nl4J-I;lf~';l:Ffl;.~•J(<"t, ;vr~frt[~ ·)(: ~~lSEN(<" u~ ~~TEQJAL 5 l~A~ VAllJE GJV~!l ~Ti~ Trl~N VALiJ[ GT~~N (T 'J'. r:.c F:":. r,-,; IJl_:·-•·:',':P. IS
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1 ~ IJ
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ur.1t u:;1t UG/L UG/L ur;1L
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Ut;/L
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-- ---i:-or-1~cu•rn
t.3-D[CHLa~Gwr~:Frif 1, c.-rICHLQ:>,:,·.•~•1z~1Ji:-
1 ,2-DlCHL1~-"::"ff.jl~I~~ ~IS(Z-CHLD~QFT~Yl) ETH~R Ht'IIA(HLIJt>OfTHA•IE ~IS(2-(HL0101$JP~~PYL) ET~fq ~-~JfQijSOOT-'1-P~JPYLA~T•ii:-NJT;QeE~l~NE -~EXACHL □R03UTAOJ~NE l,Z,4-T~ICHL0R08ENZE~E •JtP11THALHH
915(2-(HLO~□EIHJXY) METHAN<" ISOPHORONE -~fX~CHLOROCYCL~PENTADIENE (HCCP) 2-CHLO~ONAPHTHALEN= .lCENAPHT'-tYLUH. ACENAPHT~fNE rI~ETHYL PHTHALATE 2,4-0JNITROT0LUEN£ 2,6-DINITROT~LUENE 4-CHL0~0PHE1YL PHENYL FTHEP ~LIJORENE
-
nrETHYL PHT~ALATF N-~IT~~SDCIP~E~YLA~l~E/DIP~ENYLA~INE HEXACHLORC~E~Z=NE (HCB) 4-BR~MOPHENYL PHENYL ETHE~ PHENANft,qft,.IE ANTHRACE"'IE
~J-N-BUTYLPHThALATE FLIJORANTHENE PYRCNF BENZYL euTYL PHTHALATE 8IS(2-ETHYLH:XYL) PHTHALATE BENZO(A)ANTHRACENE CHRYSPH 3!3'-0JCHLOROBENZIOINE n -N-OCTYLPHTHALATE
8ENZ0(8 ANO/~~ K)FLUQR~NThENE ~ENZJ(B AN0/1~ K)FLUJRANTHENE flENZD-A-PtREfllE JNDEND (1,2,J-CO) PYDf~E OIBE"'IZO(A,H)ANTHRACEN~
BENZ □(GHJ)PERYLE~E 2-CHLORQPH~N!Jl 2-NJTROPHfNOL l"HfNOL ?,4-0IMETHYLPHENOL 2,4-DfCHLOPOP~E~Ol 2,4,6-TRJCHLJ~OPH[NCL 4-CHLOR0-3-MFT~YLP~ENOL 2,4-DINITROPH[NOL z-~ETHYL-4,o-CJNJT~OPH~NOL PENTACHLOROPHENDL 4-"H TPJPl-'E~GL
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06/l~/H :-~T;,lCT".•·L:" ::·"e11,;,: /;;!i'.LY'.·I;
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rRJJECT ,\10.: ~r-,:3~, Pfr:c,:.:;.;.1 CLCf,l'•JT: ssc-)JIJ~C::: \..J::IG, c~~-•:(-,L c11,: A2[WLt~I. ~,~r~: ~(
STAT!□~ I.~.: GC-~u~-o~ ST~~ET STATIUN NC:
SA~PLE c:LLECTIJh! STADT OAT~/TJ~E 03123/97 SAMPLE CCLLECTIJN: STtlP DATE/TI~~ 00/~0IOP
CGLLECT~r a,: w i~~T~~,~~~ ~~crrvEJ ~;J~: ~A:-iPLC ;:(l'U: CAT[/fJft,":' GO/Q!)/IJI} r.i;:c•r '..'f: SE.ALEO:
CHEMIST: DMC . ANALYTICAL MfJMQC:
(~SE NJ.: 7UOU ;~~ )jP~LE N~: ~c"~1 c~~T~~c, LA~0~ATJ~Y(~~G~~l~): -G~~i -(,J\IT~~CT l~bO~ATJ~Y([';C~~4flJC): ~~tl
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1, ::'l-iJ J( '1Ll'.:C' 'J:1 "::: "J lENi: 1,4-□lCHLOGG?~tlZ~Nf 1,2-0ICHLOr □BENZf~i: ~l~(Z-CHLO~OETHYLJ.ETH~R ~f~ACHLO~O:THA"Jf -
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~J)({-(MLO~O!~OP~QPYL) i:y~~~ ~-NIT~OS10!-~-P~~PYLAMJ~l -r-..:JTRGlj=NlE'H ~EX~CHLORO~UT~OIEtJc
1,Z,4-TQ[C~L0~08~NiEN~ 'HPHTHALfNf ~IS(2-CHLO~~ETHOXY) METHANE ISOPHOROf.lE ~EXACHLOROCYCLOPENTAOIF~~ (HCCP) Z-CHLQPQtjAPhf~ALFN~ A((NAPHTHYl("lE
ACENAPHT1-<ENE DIMET~Yl PHTHALATE 2,4-0INITROTOLUENE 2,6-0INITROTOLUE~~ 4-CHLOROPHENYL PHENYL ETHER FLUORE~E
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OIETHYL PHTHALAT= N-NITR0500IPHENYLA~INE/OIPHENYLAMINE ~EXACHLOR □fENIENE (HC~l 4-eR~MOPHENYL PHENYL £ HEP PHENANTHRENE ANTHRACE'tE 01-N-eUTYLPHTHALATE
FLUOl1ANTHENE
PYRENE BENZYL EUTYL P~THALATE 91S(Z-ETHYLHEXYL) PHT~ALATf BENZ □(A)ANTH~ACENE CHQ'fHNE l,1•-01CHLOROBENZIOINE
Dl-~-OCTYLPHTHAL4TE ~ENl0(9 ANC/~R K)FLU~RANTHFNe ~ENZO(B ANO/OR K)FLUORANTHfN~ ~ENZO-A-PYRENE -INO~NO Cl,Z,3-CD) PYRE~~ DIBENZO(AIH)ANTHQACENE -BENZO(GHI PERYLE~E 2-CHLOROPHfNOL
2-NITR'JPHENOL PHENOL 2,4-QIMETHYLPHfNOL 2,4-0ICHLOPOPHE~GL 2,4,6-TRIC~LOROPHENOL 4-CHLOPO-~-METHTLPHEN'Jl 2,4-0INITROPHENOL 2-METHYL-4,6-DINITROPHENOL PENTACHLOROPHENOL 4-~IITROPH(NOL
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P~nJECT NU.: ~7-~3J P~1G~A~ ~L~~~NT: 5rc s~u,c~: GEIG, ~rl~~I(AL ~rr,: 4b~KGL£N ~T~T~: !JC
STATiil~ I.U.: GC-P~-C5 ST~QET STATION fj~;
SAMPLE CCLLECTI0~: ST,~T ~ATE/TIM[ D~/ZS/87 SA~PLE COLLtCJI~~: ST~P lATE/Tl~E OJ/OS/JO
(OLLECTfD dY: ~ SMiT~t~~Ah ~fC~IVf!J ~~~~• SA~PLE R~c•:: D~T~IT:~: 00/~U/0~ (~~:~ ~y; s:.a.LED:
(HE"IIST! c~,c
ANALTTICAL METhJQ!
CAS;: N':!.: 7OtJU -::~U '.)<l.t-'1-'L! "J,J: :~~-20 CONTRACT LA~J~AT2~Y(J~GANI(): ss~1
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CC"'ARK!
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SAMPLE LOG VE~l~IED 21: WFr
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,:: F 00 T NJ T t: 5,;:,::::,
,::.l-AVtP.AG~ VAL ,:,·i.o.-\iC T 4'iAl z ►r ,::r1c..r-r'-lT .-r~t,~CE<;
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,:,J-ESTIMAT1:U -w·.11 :~K-ACTUAL VALU :::L-AC TUAL VALU
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'J(,/L U(-/L
UG/l
UG/L
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I.IS/l UG/L J'::/L
LJ',/L u:. IL UG/L UG/L UGl'l UC-IL UC,/L UG/L UG/L UG/l UG/L UG/L ur.tL UG/L Ut;/L UG/L UG/L U~/l UG/L UG/L UG/L
VI.ill UG/L UG/L UG/L UG/L ur.1t UG/L UG/L ur.1t IJ(,/L UG/L
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rcMPCU"IC· 1,3-0IC~LOROBENZENE 1,4-DJCHLO~OeEN!ENf 1,2-0J(HLORO~FMZEN~ ~15(2-CHLO~:fTHYL) ETHf~ ~[XACHLDQ~[THANE ~TS(l-CHLO~OISOP~□PYL) ETH7Q ~-NlTROSOCI-~-PqQ?YLA~INE NJTQDAl::Nlf'-l£ H~XACHLCRO~UTAOIENE 1,2,4-TQJ(~LOROBENlEN: NAPI-ITHALENF
AJS(2-CMLOQOETHOXY) METHANE ISOPHORCl"IC HEXACHLOROCYCLOPENTADIENE (HCCP) 2-CHLOQONAPHT~ALENE AC ':NAPHTH Yl f;H-AC ENAPHTHE: 'IE DIMETHYL PHTHALATE 2,4-0JNIT~OT~LUENE 2,6-0JNITROTOLUENE 4-CHLOROPHENYL PHENYL ETHER i::LUOR~NF DIETHYL PHTHALATE N-NITROSOOIPHENYLAMINE/OJPI-IENYLA~INE HEXACHLOQC9ENZE~E (HCB) 4-BPOMOPHENYL PI-IENYL ETHER Pl-'ENANTHRENE ANTHRACENE OI-N-BUTYLPHTHALATE FLUORA"ITHENE PY RENE
~ENZYL EUTYL PHTHALATE BISC2-ETHYLHEXYL) PHTl-'ALATE BENlO(A)ANTHRACENE O+RYSENE 3!3"-DICHLOROeENl!OINE 0 -~-OCTYLPHThALATE ~ENZD(B ANO/UR K)FLU3RANTHENE BENZD(B A~O/OR K)FLUOOA'ITHENE 9£-NZO-A-PYl?f!'H INDENO Cl,2,3-CD) PYRfNE OIBENZOCA,H)A~THRACENE BENZO(GHI)PfRYLENE 2-CHLOROPHENDL .'.!-NITROPHENOL PHENC'L i,4-0IMETHYLPHENDL 2,4-0ICHLO~OPHCNryL 2,4,6-TRICHLOROPHENOL 4-CHLOR0-3-METHYLPHENOL 2,4-0INITROPHENOL 2-HETI-IYL-4,6-0INITQQPHENOL PfNTACHLOROPHENOL 4-~IITPr:JPHENOL
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