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USB,
HAZARDOUS
SITE CONTROL
DIVISION
Remedial
Planning/
Field
Investigation
Team
(REM/FIT)
ZONE II
CONTRACT NO.
68-01-6692
CH2MSSHILL
Ecology &
Environment
FINAL
REMEDIAL INVESTIGATION
DATA REPORT
WESTERN PROCESSING
KENT, WASHINGTON
EPA WA 37-0L16.1
December 17, 1984
¦
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FINAL
REMEDIAL INVESTIGATION
DATA REPORT
WESTERN PROCESSING
KENT, WASHINGTON
EPA WA 37-0L16.1
December 17, 1984
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W60816.
LT
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CONTENTS
Page
1 Introduction 1
Project Description 1
Project Organization 3
2 Hydrogeology 5
Introduction 5
Regional Hydrogeology 5
Soils and Hydrogeologic Investigation 6
Local Hydrogeology 19
3 Investigation of Soil and Groundwater
Contamination 31
Introduction 31
Close Support Laboratory 31
Sample Numbering 33
Sampling Locations 33
Sampling Procedures 35
Sample Storage 35
Contract Laboratory Data Reports 35
Data Limitations 35
Background Concentration of Inorganics
in Soils 36
4 Summary of Additional Site Data Sources 39
Introduction 39
Soil, Groundwater, and Surface Water
Contamination Data 39
Hydrogeological Data 48
5 Utilities and Land Use 53
Utilities 53
Development Regulations 57
Land Use 62
Bibliography 67
Appendix A. List of Drums Containing Materials
Generated During the Western Processing
Remedial Investigation
Appendix B. Boring Logs for Monitoring Borings,
Intermediate Borings, Shallow Borings,
Deep Borings
Appendix C. Borehole Elevation Data
Appendix D. CH2M HILL Close-Support Laboratory
Analytical Methodology
Appendix E. Summary of Close-Support Laboratory Data
Appendix F. Summary of Contract Laboratory Program
Inorganics Data;,Soil and Groundwater
Samples and Transport Blanks
iii
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Summary of Contract Laboratory Program
Organics Data; Soil and Groundwater
Samples and Transport Blanks
Summary of EPA Manchester Laboratory Data
Summary of Tentatively Identified Compounds
Analyzed by CLP
Municipality of Metropolitan Seattle
RAMIX II Data Base System
Surface Water Quality Data
Collected Along Mill Creek
Washington State Department of Ecology
Water Quality Data, Mill Creek and Vicinity
U.S. Environmental Protection Agency
Report of Western Processing Vicinity May
1982 Survey
U.S. Environmental Protection Agency
Water Quality Data for Mill Creek Survey,
January 1984
iv
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TABLES
Page
1 Piezometer Construction Data 19
2 Static Water Level Data 27
3 Close-Support Laboratory Soil Sample Analyses
Method Detection Limits 32
5 Background Metal Concentrations in Soil Samples
From the Kent Valley 37
6 Estimated Worldwide Background Ranges for Metals 37
7 Historic Water Level Elevation Taken in Wells at
Western Processing, Kent, Washington 49
8 Uses Allowed in Industrial Districts M-l, M-2,
and M-3 59
9 Industrial District Development Standards 60
v
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FIGURES
Page
1 Offsite Piezometers and Deep Offsite Well 7
2 Boring Locations 9
3 MB-01 Geologic Log and Well Construction
Details 11
4 MB-02 Geologic Log and Well Construction
Details 12
5 Representative Well Head Construction 13
6 MB-03 Geologic Log and Westbay Construction 14
7 DB-01 Geologic Log and Well Construction Details 17
8 Representative Piezometer Construction 18
9 Location of Cross Sections 20
10 Generalized Cross Section A-A' 21
11 Generalized Cross Section B-B' 22
12 Generalized Cross Section C-C' 23
13 Generalized Cross Section D-D' 24
14 Generalized Cross Section E-E1 25
15 MB-03 Water Pressure Measurements Westbay MP
System, June 7, 1984 29
16 Chronology of Investigation Activities at the
Western Processing Hazardous Waste Site
Kent, Washington, 1977 to 1984 40
17 Underground Utilities 54
18 Zoning Classifications 58
19 Property Ownership and Existing Land Use 63
vii
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PLATES
Page
1 Surface Soils, Sediment, and Surface Water
Samplinq Locations Pocket
2 Groundwater Monitoring and Well Locations Pocket
3 Subsurface Soil Sampling Locations Pocket
ix
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Chapter 1
INTRODUCTION
The purpose;of the Remedial Investigation (RI) at the
Western Processing site was to gather additional data to
supplement an existing data base acquired during previous
investigations and to compile these previously collected
data for use during the data analysis phase of the Feasi-
bility. Study. A description of these other investigations
and the sequence by which they occurred is included in
Chapter 4 of this report. Data gathered and compiled during
this RI will be used to evaluate remedial response alterna-
tives , in the Feasibility Study. The RI activities were spe-
cifically directed toward gathering and reporting data that
would:
o Improve knowledge regarding geology of the site,
immediately adjacent to the site, and in the Kent
valley plain
o Assist in the determination of groundwater gradi-
ents by measuring groundwater elevations
o Identify the zone of gross contamination within
and surrounding the site by soil sampling
o Define potential contaminant migration pathways
o Identify land-use plans in the vicinity adjacent
to Western Processing that might affect the selec-
tion of remedial actions
o Help evaluate potential health hazards resulting
from exposure to contaminants
o Determine the quantity and characteristics of
onsite materials
This report contains detailed discussions of the investiga-
tion. tasks conducted to satisfy these data needs and those
data gathered during these tasks.
PROJECT DESCRIPTION
The RI field activities included a site hydrogeologic inves-
tigation, soil sampling and analysis, a land-use evaluation,
and an onsite materials inventory.
The site hydrogeologic investigation was conducted to pro-
vide data on soil substrata and groundwater on the site and
adjacent to the site on all sides. The hydrogeologic inves-
tigation included drilling soil borings and installing mon-
itoring wells and piezometers.
1
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Soil samples were collected during subsurface drilling to
identify the zone of contamination adjacent to the site. A
field laboratory, the close-support lab, was set up at the
site to test soil samples for selected contaminants found
during previous investigations at the site. The presence or
absence of these compounds was used to help guide the drill-
ing program, to select samples for priority pollutant analy-
sis at an EPA contract laboratory, and to permit a prelimi-
nary evaluation of the degree of offsite contamination.
A land use evaluation was conducted to identify current prac-
tices or future land development plans in the vicinity of
the site that might affect the selection of remedial actions.
Included in this task is the location of utilities near to
the site that might act as pathways for contaminant migration.
The materials inventory was conducted by CH2M HILL and Ecol-
ogy and Environment, Inc., to improve the data base regarding
the types and quantities of materials on the surface of the
site. This information is provided in a separate onsite
Materials Inventory Report by CH2M HILL and is not discussed
further in this report. At this time, all of the onsite
materials above the ground surface have been removed. Data
obtained during the materials inventory aided the surface
clean-up effort and provided information regarding possible
subsurface contamination for the remedial response alterna-
tives evaluations.
The second major task of the RI was to compile data gathered
during previous investigations. Several investigations for
the Western Processing site were being conducted by other
EPA contractors and were ongoing concurrently with the RI.
These investigations include:
o Evaluation of the Kent Valley hydrogeology by Hart
Crowser and Associates for GCA, Inc.
o Evaluation of aspects of Mill Creek surface water
and sediment by GCA, Inc.
o Modeling of groundwater flow and contaminant trans-
port by Battelle
o Evaluation of the asphalt cover effectiveness by
JRB and Associates
o Assessment of surface water quality and wet weather-
dry weather mass transport by Washington State
Department of Ecology
2
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Data accumulated during CH2M HILL investigations were made
available to these contractors. The sequence in which these
investigations took place and the availability of the results
is included in Chapter 4.
Contacts with each of these companies and agencies can be
made through EPA.
PROJECT.ORGANIZATION
The primary participants in the remedial investigation were
CH2M HILL and Ecology and Environment, Inc. CH2M HILL was
responsible for overall project management, including tasks
performed by Ecology and Environment. CH2M HILL performed
all"drilling activities, soil sampling, groundwater sampling,
and all onsite materials identification and quantification.
Ecology and Environment performed the majority of onsite
waste materials sampling and chemical analysis.
QUALITY ASSURANCE AND DOCUMENTATION
A Quality Assurance Project Plan (QAPP) was prepared and
approved by EPA before field activities were begun. The
QAPP outlined procedures to improve the precision, accuracy,
completeness, and representativeness of the data generated
by the RI.
As outlined in the QAPP, detailed documentation procedures
were followed throughout the investigation. A field note-
book was used to record field activities, photo numbers,
field observations, and other pertinent information. Sample
containers were labeled immediately before sampling. The
field label included the date, time of sampling, sampler's
name, and a unique five-part sample number identifying the
project, sample type, sample location, depth, and laboratory
destination.
All samples collected during the field investigation were
described and recorded in the field notebook. The samples
were then taken to the field office for storage and ship-
ment. Samples destined for the close-support laboratory
were segregated and stored in a refrigerator until analysis.
Samples destined for a contract laboratory were refrigerated
until shipment. EPA chain-of-custody procedures were fol-
lowed throughout the investigation.
Field procedures for decontaminating all sampling and drill-
ing equipment were followed to minimize the possibility of
cross-contamination. Drilling equipment was steam cleaned
between borings, and soil sampling equipment was decontami-
nated with a trisodium phosphate wash followed by a tap water
3
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rinse, an acetone rinse, and three distilled water rinses.
Soil sampling equipment was air dried for several minutes
between uses.
HEALTH AND SAFETY PRECAUTIONS
Onsite work required Level C protection at all times. The
principal components of Level C gear include disposable cover-
alls, disposable booties, gloves, and an air purifying res-
pirator. In addition, the concentration of organic vapors
was monitored using an HNU photoionization detector.
Offsite work generally necessitated modified Level D protec-
tion, which was basically Level C protection without the
respirator. While drilling and sampling SB-14 and SB-15,
however, respirators were worn because organic vapors above
background levels were present in the breathing zone.
Drill cuttings, purge water, and used disposable gear gen-
erated during the drilling of the monitoring wells, the shal-
low and intermediate soil borings, and the near-offsite
piezometer were placed in labeled 55-gallon drums that were
subsequently stored onsite on wooden pallets. A list of
what the drums contained by number is presented in Appendix A.
These drums were disposed of at the CWM Arlington facility
during the potentially responsible party's (PRPs) surface
cleanup activities.
4
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Chapter 2
HYDROGEOLOGY
INTRODUCTION
This section contains a description of the overall hydro-
geologic environment in the Western Processing area and
incorporates findings of the soils and hydrogeologic in-
vestigation into an understanding of local hydrogeology.
REGIONAL HYDROGEOLOGY
GEOLOGIC SETTING
Western Processing lies near the north-south axis of the
Duwamish Valley, a physiographic subdivision of the Puget
Sound Lowland (Luzier, 1969) . The valley, once a marine
embayment contiguous with Puget Sound, has been partly
filled with Recent deposits. The east and west margins of
the Duwamish Valley are defined by a dissected drift plain
with elevations approximately 350-600 feet above the valley
floor.
Consolidated rock in the area is exposed only where there
are small outcrops of Tertiary extrusive and intrusive
igneous rocks at the northern end of the valley. The up-
lands bordering the valley are composed of Pleistocene
glacial and interglacial deposits. The valley fill is
primarily a sequence of Recent alluvial and lacustrine
deposits. Recent sediments are typically fine- to medium-
grained sands, silts, peaty silt, and clay. The total depth
of valley fill apparently exceeds 500 feet (Luzier, 1969) .
OCCURRENCE AND FLOW OF GROUNDWATER
Groundwater in the area occurs primarily in unconsolidated
fluvial, marine, lacustrine, and glacial deposits. The most
productive aquifers are outwash deposits of the glacial drift
that comprises the uplands. Groundwater in the valley floor
is typically very shallow, with an average depth to water of
less than 10 feet. The ground may become completely satur-
ated in low areas during wet periods.
Confined groundwater occurs frequently in the area due to
complex stratigraphy and generally fine grained sediments.
A flowing artesian system, meeting part of the City of
Kent's water needs, occurs at depths of less than 300 feet
near the east and west valley margins.
Groundwater in the area is recharged primarily by precipita-
tion in the uplands bordering the Duwamish Valley. Ground-
water flow is toward the valley axis and northward toward
5
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Puget Sound. Groundwater losses include discharge to stream
channels and Puget Sound, spring discharges, and, to a much
smaller extent, discharges due to pumping wells and evapo-
transpiration (Luzier, 1969) .
SOILS AND HYDROGEOLOGIC INVESTIGATION
The soils and hydrogeologic investigation was conducted from
May 7 to June 20, 1984. The four major tasks completed dur-
ing this investigation are summarized below. The rational
for drilling the locations and depths of these borings is
discussed in Chapter 3 under Sampling Locations. Boring
locations are indicated on Figures 1 and 2.
o Onsite monitoring wells. Three monitoring wells
were installed on Western Processing property.
Numbered MB-01, MB-02, and MB-03, the wells were
drilled to 100, 60, and 100 feet, respectively.
o Offsite soil borings. Twenty shallow borings
(SB-01 through SB-20) , generally 30 feet deep, andl
three intermediate borings (IB-01 through IB-03),
generally 60 feet deep, were completed adjacent t
and surrounding the site.
o Deep stratigraphic boring. A 365-foot boring was
drilled approximately 1/3-mile south of Western
Processing (DB-01). This boring was backfilled
and completed as a 155-foot well.
o Shallow piezometers. Eight shallow piezometers
(PB-01 through PB-08), generally 16 to 18 feet
in depth, were installed at distances of up to
1/3 mile away from the site.
ONSITE MONITORING WELLS
The three onsite monitoring wells were constructed under the
field observation of a hydrogeologist. The wells were
drilled with a cable-tool rig driving an 8-inch-diameter
temporary steel casing with welded joints. Soil samples
were obtained at 5-foot intervals with a standard 1-1/4-incla-
diameter 18-inch split spoon sampler. Soil samples were
photographed, inspected, and logged by the hydrogeologist,
homogenized in a stainless steel bowl, and placed in sample
jars. Three 8-ounce, wide-mouth glass jars with Teflon-lined
plastic caps were used for each sample. Geologic logs for
the monitoring wells are presented in Appendix B.
After MB-01 and MB-02 were drilled to their final depth,
4-inch, Schedule 40, PVC-slotted well screens and casings
were placed inside the temporary steel casings.
6
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oVi'
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¦ "Mill
SB 06j^\tL,
% j ' » 04 f
If .
.SB 16 • UvFyv*"SB17
fO
"k '
SB 15#
7^
SB 13
SB 18
I '/SB 11*
&
SB 08
¦ SB 03
U_J
-:::n;:z"iSB 10:*
• SB 20
' \
200 t
GO 100
FEET
• Shallow Boring
Intermediate Boring
® Monitoring Boring
® MB 44
Figure 2
BORING LOCATIONS
WESTERN PROCESSING
Kent, Washington
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The PVC screen and casing were joined with flush threaded
joints. Solvents were not used. The well screens were sand
packed as the temporary steel casing was pulled back. After
the sand pack was installed to about 5 feet above the top of
the screen a 2- to 3-foot bentonite layer was pumped in as a
thick slurry. The remaining annular space between the PVC
and steel casing was filled with a cement/bentonite grout
pumped into the annulus through a drop pipe extending to the
top of the bentonite layer. Grouting was continued as the
remainder of the steel casing was withdrawn to ensure that
the entire annular space was sealed.
A 6-inch-diameter, protective steel casing with locking cap
was placed over the PVC casing and pushed 2 to 3 feet into
the grout. MB-01 and MB-02 were developed by blowing com-
pressed air through an airline lowered into the sump below
the well screen. Development was determined to be complete
when the return water became visibly less turbid. Develop-
ment water was collected in drums. An electric submersible
pump with a polyethylene discharge pipe was installed in
each well. Well construction details and a representative
well head are illustrated in Figures 3, 4, and 5.
A multiple-port (MP) well manufactured by Westbay Corporation
of North Vancouver, British Columbia, was installed by West-
bay representatives in MB-03. The MP system was chosen
because it allows vertical gradients to be detected by measur-
ing the potentiometric head at several depths in the same
well. While it is theoretically possible to determine ver-
tical variation in groundwater quality by sampling through
ports located at various depths, because of low soil perme-
ability at the MB-03 site it was difficult to adequately
purge each port to draw a chemically representative ground-
water sample. MB-03 is, therefore, of limited use in chemi-
cally profiling groundwater contamination. The primary
benefit of this monitoring well's multiport system is to
measure the vertical groundwater gradient.
MB-03 was installed by placing the multiple-port system in-
side the temporary steel casing and withdrawing the steel
casing in several stages. The hole was selectively back-
filled with alternating layers of coarse sand and a 2- to
3-foot-thick layer of bentonite pellets because it is impor-
tant that each port be in hydraulic connection with a small,
well defined section of the aquifer. This layering allowed
each port to be sand packed, yet isolated from neighboring
ports by bentonite. The Westbay MP well was developed by
bailing from the drop pipe with only one port opened and
with the water level in the pipe below the port opening.
Construction details of the MP well are shown in Figure 6.
Well head details are similar to those shown in Figure 5.
10
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GEOLOGIC LOG
¦ Ground elevation = 25.45 feet
Brown silty SAND. Sand fine, loose.
Brown silty SAND. Sand fine. Cohesive.
Blackish-brown SAND with interlayered silt and clay. Sand fine
to medium.
Dark gray silty SAND. Sand fine to medium. -
Dark gray SAND with trace silt. Sand fine to medium.
Gray fine to medium SAND.
Gray silty SAND. Sand fine to medium.
Total depth 100 feet-
O)
N>
rs>
2
-20-
-40-
I- 60-
- 80-
-100-
WELL CONSTRUCTION
+2
4 in. SCH 40
Threaded
PVC Casing
65
68
I
75
95
100
Cement
Grout
Seal
1
Bentonite
Seal
Gravel Pack
20-Slot
4 in. PVC
Slotted
Screen
:igure;
MB-01 GEOLOGIC LOG AND WELL
CONSTRUCTION DETAILS
11
WESTERN PROCESSING
Kant, Washington
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GEOLOGIC LOG
Ground elevation = 25.42 feet
Gray brown clayey sandy SILT. Sand fine..
>
Brown silty SAND, sand fine. ¦
Gray silty SAND. Sand fine to medium.
Gray SAND with trace silt Sand medium. Occasional wood
fragments.
Total depth 60 feet.-
ro
N)
s
-20-
-40-
— 60 —
WELL CONSTRUCTION
+2
I
30
32
35
55
60
i
I
Cement
Grout
Seal
4 in. SCH 40
Threaded
PVC Casing
Benton ite
Seal
Gravel Pack
20-Slol
4 in. PVC
Slotted
Screen
Figure ^
MB-02 GEOLOGIC LOG AND WELL
CONSTRUCTION DETAILS
, - WESTERN PROCESSING
^ Kent, Washington
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CAP (8 IN. STEEL PIPE
WITH WELDED STEEL
PLATE]
STEEL TABS WITH
HOLES FOR PADLOCK
U-
CN
CEMENT GROUT/
BENTONITE
SEAL
7I&IIEJIET—
GROUND SURFACE
LL
6 IN. DIA. STEEL PIPE
2 OR 4 IN. PVC
WELL CASING
Figure 5
REPRESENTATIVE WELL
HEAD CONSTRUCTION
WESTERN PROCESSING
Kent, Washington
13
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GEOLOGIC LOG
Ground elevation 25.17 feet -
Brown sandy SILT with some angular gravel. Sand fine to \
medium. Soil stained near surface. ^
Grayish brown clayey SILT with black cinders.
Grayish brown clayey SILT with some fine sand.
Gray silty SAND, fine to medium. Some wood fragments.
Gray medium SAND with some wood fragments.
Gray silty medium SAND. ¦
Gray silty SAND. Sand fine to medium.
Gray silty SAND, sand fine to medium. Varying amounts of wood
fragments.
Total depth 100 feet-
EXPLA NATION:
Pumping Port Coupling
Measurement Port Coupling
-20-
-40-
h 60-
b 80 —
-100-
WESTBAY CONSTRUCTION
A
a
10
15
17
22
24
29
31
36
38
S3
43
45
55
57
67
69
79
81
91
93
98
Cement _
Grout
Seal
25
15 in. PVC
Casing
Bentonite
Sand
Bentonite
Sand
Figure 6
MB-03 GEOLOGIC LOG AND
WESTBAY CONSTRUCTION
I 4 WESTERN PROCESSING
Kent, Washington
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OFFSITE SOIL BORINGS
Twenty shallow soil borings (generally 30 feet deep) and
three intermediate soil borings (generally 60 feet deep)
were drilled in the immediate site vicinity by Subterranean,
Inc., of Sumner, Washington. All soil borings were drilled
with a 4-inch (I.D.) hollow stem auger and sampled with a
3-inch-diameter Dames and Moore split spoon sampler. Soil
samples were collected at five-foot intervals as discussed
in Chapter 3 Sampling Procedures.
The depth of the boreholes was a minimum of 29 feet for the
shallow borings and 59 feet for the intermediate borings.
Final depth was determined on the basis of readings from the
HNU photoionizer. If organic vapors were detected at the
minimum depth, drilling normally continued in 5-foot incre-
ments until they were no longer detected. At selected bor-
ings, drilling was continued beyond the minimum depth
regardless of HNU readings. Borings into which drilling
depth was increased beyond plan were selected upon evaluat-
ing contamination data issued by the close support labora-
tory from adjacent borings. This provided an additional
check for contamination at greater depths.
All boreholes were sealed by pumping a cement/bentonite grout
mixture through a drop pipe extending to the bottom of the
auger. Grouting continued as the auger was withdrawn in
5-foot sections and each borehole was topped off with grout
after removing the bottom auger.
Detailed geologic logs of all soil borings are presented in
Appendix B.
DEEP STRATIGRAPHIC BORING
The deep stratigraphic boring was drilled using the cable
tool method. A 12-inch-diameter temporary steel surface
casing was driven to a depth of 20 feet, and an
8-inch-diameter steel casing with welded joints was used for
drilling to the final depth. Cuttings were removed from the
hole with a sand pump bailer.
A hydrogeologist logged information about the hole on the
basis of intermittent observations, inspection of bailed
cuttings, and consultation with the driller concerning drill-
ing rates, heaving tendency, and water flow into the bottom
of the casing. Representative samples of bailed cuttings
were placed in labeled plastic bags for future reference.
In addition, samples were collected in 8-ounce glass jars
with Teflon-lined caps for analysis of background metal
concentrations at the close-support laboratory. Samples for
laboratory analysis were taken at 10-foot intervals to a
depth of 100 feet, and 50-foot intervals to the final depth
15
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of 365 feet. The geologic log for DB-01 is illustrated in
Figure 7.
After drilling to the final depth, DB-01 was backfilled to
the deepest sandy zone encountered during drilling, approxi-
mately 155 feet. A well was installed at that depth. The
hole was backfilled with 50-foot layers of coarse sand sep-
arated by 2- to 3-foot-thick layers of bentonite. The
bentonite was placed by mixing water and bentonite to a putty-
like consistency and dropping balls of bentonite putty into
the borehole. After settling, the bentonite balls were spread
into layers by lightly tamping with the drill stem.
The well was installed by inserting a 10-foot-long, 6-inch-
diameter (pipe size), wire-wrapped stainless steel well
screen and pulling the 8-inch casing back to expose the
screen. The screen was sealed with a neoprene Figure K
packer. The 12-inch-diameter surface casing was withdrawn
and the annulus grouted with a cement/bentonite slurry. A
locking cap was installed on the well. Construction details
are illustrated in Figure 7.
The deep offsite well was developed by surging and bailing
approximately 850 gallons from the well. Turbidity decreased
markedly while bailing.
SHALLOW PIEZOMETERS
Eight shallow piezometers were installed at distances up to
1/3 mile from Western Processing. The piezometers were
drilled with a cable-tool rig driving an 8-inch-diameter
temporary steel casing with welded joints.
The final depth of the piezometer borings was 5 to 10 feet
below the observed or expected water table. After drilling
was completed, 2-inch, Schedule 40, PVC-slotted piezometer
screen and casing were placed inside the temporary steel
casing. The screens were sand packed and the wells grouted
in essentially the same manner as outlined for the monitoring
wells, except that a one-foot layer of finer sand was placed
between the coarse sand pack and the cement/bentonite grout
to prevent the grout from invading the sand pack. Table 1
summarizes construction data for the piezometers. A repre-
sentative piezometer is illustrated in Figure 8. The well
head illustrated in that figure is representative of all the
piezometer well heads except PB-03, which was completed at
the ground surface with a locking steel cap inside a plastic
water meter vault. Piezometer soil borings were not logged
because the borings were relatively shallow (16 to 18 feet).
16
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GEOLOGIC LOG
Ground elevation = 22.14 feet
Gray sandy SILT, sand fine.
Gray silty SAND, sand fine to medium.
Gray clayey SILT with woody fragments. Cohesive.
Gray silty SAND, sand medium, weakly cemented. -
Dark gray slightly silty SAND, sand medium.
Dark gray very clayey SILT with some fine sand. Cohesive. ¦
Dark gray sandy SILT, sand fine.
Dark gray slightly clayey SILT, sand fine.
Dark gray SAND with some silt, sand fine to medium.
Occasional woody fragments.
Gray silty SAND, fine to medium, with some clay. —
Dark gray SILT with intermittent clayey zones, some fine to
medium sand. Loose to slightly cohesive.
Gray clayey SILT with occasional trace fine sand. Strongly .
cohesive.
Total Depth 365 feet
I
9>
to
SJ
CO
-50
M50-
-200-
-300—
-350-
WELL CONSTRUCTION
+2
20 1
mmm
215
265
315
365
Steel
Locking
m Cap
Cement
04 Grout
Seal
Neoprene
Packer
^ Drive Shoe
10 Slot SS
• Screen
6 in. Pipe
Size
Bentonite
(.2ft)
8 in. Steel
Casing
Sand
Bentonite
(-2 ft)
Sand
Bentonite
<~2ft)
Sand
Bentonite
(-2 ft)
Sand
Bentonite
(-2 ft)
Figure 7
DB-01 GEOLOGIC LOG AND
WELL CONSTRUCTION DETAILS
17
WESTERN PROCESSING
Kent. Washington
-------
FEET BELOW
SURFACE
Ot
PROTECTIVE CASING
CEMENT/
BENTONITE GROUT
5--
2 IN. SCHEDULE 40
PVC CASING
10-
FINE SAND
15--
'
SLOTTED SCREEN
COARSE SAND
20-1-
Figure 8
REPRESENTATIVE PIEZOMETER
CONSTRUCTION
WESTERN PROCESSING
Kent, Washington
18
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Table 1
PIEZOMETER CONSTRUCTION DATA
Piezometer
Number
Borehole
Depth3
Screened
Interval3
PB-01
18
14-16
PB-02
18
14-16
PB-03
18
14-16
PB-04
18
14-16
PB-05
17
13-15
PB-06
16
12-14
PB-07
16
12-14
PB-08
18
14-16
aFeet below ground surface.
Piezometer PB-06 has since been abandoned by EPA and sealed
with grout.
An attempt was made to develop the piezometers by blowing
compressed air through an air line lowered into the sump
below the screen. Due to the low yield of the piezometers,
however, development primarily consisted of bailing the sump
of all sediments and then blowing one to three slugs of
water out of the piezometers.
LOCAL HYDROGEOLOGY
LOCAL STRATIGRAPHY
Deposits underlying Western Processing exhibit complex small-
scale stratigraphy. Sediments are generally fine-grained
sands, silts, and clays. Silty sands and sandy silts are
the most commonly encountered sediments. Sand grains in the
area typically show three dominant colors: black, white,
and reddish brown.
The five cross sections indicated in Figure 9 were determined
on the basis of the boring logs presented in Appendix B.
The cross sections are presented as Figures 10 through 14.
Additional borings have been, drilled at the site that have
not been used in completing these cross sections. These
boring logs will be reviewed and included in the feasibility
study at a later data.
Portions of the site have been filled with a variety of
materials. Battery fragments were reported by Wolf et al.
(1982) to occur at depths of up to 24 feet below ground sur-
face at well 22B, and black cinders were found at 15 feet
19
-------
. V UK
:i i' d^sb 19<
h / C>
J A. MW 41
SB 05
//
fy
HH. SB 06
t%
SB 04
LrL V A
SB 17
SB 13
SB 18
MB 02
\
I SB 09
I
SB 08
SB 12
SB 07
SB 10
,SB20
$C rB'
1 ! ^
MW 44
Note:
MW 41®-675 feet
beyonUMB 03
• Shallow Boring
¦ Intermediate Boring
® Monitoring Boring
Figure 9
LOCATIONS OF CROSS SECTIONS
20
WESTERN PROCESSING
Kent, Wellington
-------
SAND
SAND AND SILT
CLAYEY SILT
VERTICAL SCALE
0 5 10 15 20 25
50
HORIZONTAL SCALE
0 20 40 50 60 100
200
MILL CREEK
SB - 18
SB-13 SB-15
A
SB -17
CLAYEY SILT
SAND
SAND AND SILT
clayey silt
M
Figure 10
GENERALIZED CROSS SECTION A-A'
WESTERN PROCESSING
Kent, Washington
-------
B'
SB-20
SB - 7
SB-8
SB - 9
B
IB-02
25-n
<
>
LU
UJ
P n-J
x
o
a:
CL
Q-
<
-25 ->
¦ SAND
SILT AND SAND
CLAYEY
SILT
SAND TRACE SILT
CLAYEY SILT
SILT AND SAND
'V
SILT
0 5 10 lb 20 25
0 20 40 50 60 100
VERTICAL SCALE
50
HORIZONTAL SCALE
200
M
Figure 11
GENERALIZED CROSS SECTION B-B'
WESTERN PROCESSING
Kent, Wathingtan
-------
c
MW 44
WESTERN PROCESSING
MB - 01
25-,
0-
-25-
z
o
I—
<
>
LU
NJ _l
W LU
LU
X
o
cc
Q_
a.
<
-50-
SAND
CLAYEY SILT
-75-
SAND AND SILT
SAND
SAND
-100-
VERTICAL SCALE
0 5 10 15 20 25
50
-125—*
HORIZONTAL SCALE
250
500
03
c
MW 41
CLAYEY SILT
SAND
(CLAYEY SILT)
SAND AND SILT
Figure 12
GENERALIZED CROSS SECTION C C'
WESTERN PROCESSING
Kent, Washington
-------
SAND AND SILT
clayey silt
SAND AND SILT
CLAYEY SILT
SAND AND SILT
VERTICAL SCALE
0 5 10 15 20 25
50
HORIZONTAL SCALE
200
400
SB - 1
D
SB - 4 SB - 6 SB - 5 SB - 19
CLAYEY
SILT
SAND
CLAYEY'
SILT
SAND'
AND
SILT
%
w
Figure 13
GENERALIZED CROSS SECTION D-D'
WESTERN PROCESSING
Kent, Washington
-------
E'
MILL
IB-03 CREEK IB - 02
25 —i
to
cn
0
1 o-
X
o
cc -2b-
Q_
CL
<
-50-
CLAYEY SILT
SAND
SAND
SAND
VERTICAL SCALE
0 5 10 lb 20 25
50
HORIZONTAL SCALE
0 20 40 50 60 100
200
WESTERN PROCESSING
MB
-02
E
IB- 01
SAND AND SILT
SILT
CLAYEY SILT
SAND
Figure 14
GENERALIZED CROSS SECTION E-E'
WESTERN PROCESSING
Kent, Washington
-------
while drilling MB-03 during this investigation. Depth of
fill is highly variable, however, and was absent from MB-01
and MB-02.
A clayey silt layer ranging from one to 15 feet in thickness
underlies much of the site but is locally discontinuous.
This layer is apparently most widespread in the northern
part of the site at a depth of 5 to 15 feet.
A medium-grained sand layer ranging in thickness from 5 to
50 feet was encountered at roughly the 40- to 100-foot depth
in some deeper boreholes. This layer was found to be exten-
sive in wells drilled during the Interim Offsite Remedial
Investigation, which had ten wells drilled 40 to 100 feet
deep in an approximately 1,000-foot radius around the Western
Processing site (see Chapter 4). This sand layer may be
relatively continuous because of its thickness (CH2M HILL,
1983) .
The deep stratigraphic boring (DB-01) encountered a 25-foot-
thick sandy zone at a depth of 50 to 75 feet. This zone may
be continuous with the sandy zone described above, but it is
considerably siltier. Another major sandy zone was found at
110 to 150 feet below the surface. This zone is bounded on
both sides by relatively impermeable clayey silts. The thick-
ness of the lower clayey silt is undetermined, but it is
known to extend to a minimum depth of 365 feet.
Of particular interest in drilling the deep boring was to
find out if a productive artesian aquifer tapped by wells
located near both the east and west valley margins was a
single continuous aquifer across the valley. This confined
aquifer was not penetrated by the deep boring.
Drilling in the deep boring was discontinued at 365 feet
because it was felt that, in this location, if the artesian
aquifer or some other nonartesian aquifer were located at
greater depth, it was well protected from downward contami-
nant migration by the extensive clayey silt layer encoun-
tered from 150 feet on.
The presence of fine interlayered sands and silts in the
site vicinity, each of which may be only an inch thick, were
found in several boreholes both within the site and adjacent
to the site during this study and in previous investigations.
It seems unlikely that layers as thin as these could be con-
tinuous in an area as complex as the study area, but their
frequent occurrence suggests that these interlayers persist
over a relatively wide area. Moreover, it is possible that
interlayering may have been overlooked in some boreholes
because individual layers are so thin.
26
-------
LOCAL OCCURRENCE AND MOVEMENT OF GROUNDWATER
Groundwater in the Western Processing vicinity generally
occurs at depths of less than ten feet. The elevation of
the water surface in wells constructed during this investi-
gation is presented in Table 2. Elevation data for all bor-
ings are listed in Appendix C.
These elevations are based on a U.S. Coast and Geodetic Sur-
vey brass standard disk (C407 Reset 1968, elev. 25.75) lo-
cated near the intersection of 68th Avenue South and South
204th Street, and a City of Kent benchmark (BM 56-5-3,
elev. 24.55) located on a fire hydrant approximately 1/4 mile
north of the disk.
Table 2
STATIC WATER LEVEL DATA
Top
June
22, 1984
Well
of Casing
Depth
Water
Number
Elevation3
to Water
Elevation
MB-01
27.27
10.67
16.60
MB-02
27.23
10.48
16.75
DB-01
23.95
5.51
18.44
PB-01
26.56
9.66
16.90
PB-02
23.47
10.62
12.85
PB-03
23.19
9.71
13.48
PB-04
28.15
12.44
15.71
PB-05
23.79
10.55
13.24
PB-06
25.77
8.58
17.19
PB-07
24.77
6.47
18.30
PB-08
27.08
8.10
18.98
aElevation in feet above mean sea level at top of PVC casing;
DB-01, elevation at top of steel casing.
Piezometer water elevations support data from previous inves-
tigations that the general groundwater flow direction is
north-northwest. Local groundwater flow is influenced by
the presence of a groundwater mound near the center of the
site.
The groundwater mound has a downward vertical gradient.
Water level data for MB-01 and MB-02 indicate a downward
gradient between 60 and 68 feet of approximately 0.02 foot
per foot for the mound near the center of Western Process-
ing. Pressure measurements on the Westbay MP system (MB-03)
27
-------
suggest a strong downward gradient to a depth of approxi-
mately 20 feet, with a much smaller but consistent upward
gradient occurring from 20 to 85 feet. This trend is illus-
trated in Figure 15. Pressure differences between the lowest
two ports indicate a slight downward gradient, but the differ-
ence is very small and may not reflect steady state condi-
tions. The predominantly upward gradient occurring at depth
supports the generally accepted concept that the Duwamish
Valley is a regional groundwater discharge area.
While drilling monitoring well 19 (see Chapter 4), confined
groundwater was encountered by Wolf et al. (1982) at a depth
of approximately 8 feet. Water was reported to be flowing
at the surface for a short time after penetrating a 2-foot-
thick clay layer, but the excess head quickly dissipated and
flow ceased. Confined groundwater under sufficient pressure
to flow at the surface was not found in any borehole during
this investigation.
The absence of confined groundwater under significant pres-
sure in the deep boring is notable because it indicates that
the artesian aquifer tapped near the valley margins may not
be present beneath the center of the valley. If it is pres-
ent, it occurs at depths greater than 365 feet below the
valley floor and is separated from shallower aquifers by a
layer of clayey silt at least 200 feet thick.
28
-------
POTENTIOMETRIC LEVEL BELOW SURFACE (FT )
-10
I
Explanation
r
Length of
sand pack
a
Q)-*- Location ot
measurement
port
Figure 15
MB-03 WATER PRESSURE
MEASUREMENTS
WESTBAY MP SYSTEM,
JUNE 7, 1984
WESTERN PROCESSING
K«nt, Washington
29
-------
Chapter 3
INVESTIGATION OF SOIL AND GROUNDWATER CONTAMINATION
INTRODUCTION
Investigations were conducted during the Western Processing
Remedial Investigation to help identify the zone of contami-
nation surrounding the Western Processing site. Subsurface
soil and groundwater samples were collected for analysis
both on and off the site. The majority of soil samples col-
lected were from offsite borings; however, subsurface soil
samples were also collected during the installation of three
onsite monitoring wells. In addition, groundwater samples
were collected from the three onsite wells and two other
offsite wells.
Soil samples were analyzed in three ways. Samples were first
submitted to the CH2M HILL close-support laboratory (CSL)
for field screening. Samples suspected of containing contami-
nants were submitted to the EPA contract laboratory program
(CLP) for more detailed analysis. Samples not sent to the
CLP remaining after CSL analysis were later submitted to the
EPA Region X laboratory at Manchester for reanalysis of prior-
ity pollutants.
The information presented in this chapter includes all CSL,
CLP, and Manchester data available as of December 1, 1984.
Additional CLP and EPA Manchester data on samples that are
to be submitted for reanalysis in the future will be made
available to the public by EPA upon completion of analyses.
This report includes discussions of the purpose and methods
of field chemical analysis at the CSL, selection of sampling
locations, and the sampling procedures. No interpretation
of the data is provided. Data is intended solely for refer-
ence. Interpretation will be included in the Western Pro-
cessing Feasibility Study Report.
CLOSE SUPPORT LABORATORY
A CH2M HILL CSL was located adjacent to the Western Process-
ing site to provide field analytical data for soil samples
collected during the drilling operation.
The purpose of the field laboratory was threefold. Samples
were processed in the CSL to provide rapid data analysis to
guide the drilling program. Samples found to contain sig-
nificant contamination were sent to the CLP for priority
pollutant organic and inorganic analyses. The CSL data also
enabled a preliminary assessment to be performed of the extent
of offsite contamination prior to receipt of the detailed
CLP data. Finally, an added benefit of the CSL data was to
enable an evaluation of the risk to personnel throughout the
drilling and sampling operation.
31
-------
Samples submitted to the CSL were analyzed for selected in-
organic and organic contaminants found at the site during
previous investigations. The presence or absence of the
compounds was used as an indication of the presence of off-
site contamination. Inorganic indicators included lead,
zinc, total chromium, nickel, and cadmium. Organic
indicators included methylene chloride, trichloroethylene,
tetrachloroethylene, phenol, and bis(2-ethyl hexyl)
phthalate. Method detection limits for each compound are
provided on Table 3.
Table 3
CLOSE SUPPORT LABORATORY SOIL SAMPLE ANALYSES
METHOD DETECTION LIMITS
Method Detection Limit
Category
Parameter
(ug/q wet we
Organics
Methylene chloride
1. 5a
Trichloroethylene
0.25
Tetrachloroethylene
0.25
Phenol
1.5
Bis(2-ethyl hexyl)
phthalate
0.25
Inorganics
Lead
2.5
Zinc
1.0
Total Chromium
0.3
Nickel
0.6
Cadmium
0.1
Methylene chloride contamination was identified in the
solvent used to extract the organics. Methylene chloride
data were invalidated for this reason.
Soil samples were screened for organic constituents on a
Hewlett-Packard model 5880A dual column, dual flame ioniza-
tion gas chromatograph with an electronic integrator. The
analytical procedure used for methylene chloride, trichloro-
ethylene, and tetrachloroethylene was based on EPA Test
Method 8010 (Halogenated Volatile Organics) and 3550 (Soni-
cation Extraction). The analytical method used for phenol
and bis (2-ethyl hexyl) phthalate was based on EPA Test
Method 8040 (Phenols) and 8060 (Phthalate esters).
Organic samples were processed using a modified column isola-
tion technique where one column was used to separate the
volatiles (trichloroethylene, tetrachloroethylene, and
methylene chloride) and the second column separated the
32
-------
semi-volatiles (phenol and bis (2-ethylhexyl) phthalate).
Detector output was automatically switched between columns
to record the chromatographic output.
Soil samples were screened for metals on a Perkin Elmer model
303 atomic absorption system having a strip chart recorder.
The analytical procedure used was based on EPA Test Method
3010 (Acid Digestion Procedure for Flame Atomic Absorption
Spectroscopy), 7190 (chromium), 7520 (nickel), 7950 (zinc),
7420 (lead), and 7130 (cadmium).
Detailed analytical procedures used by the CSL for organic
and inorganic testing are provided in the CH2M HILL Quality
Assurance Project Plan for the Western Processing Remedial
Investigation, May 1984 and are reprinted in Appendix D of
this report.
Screening for these indicator compounds was done because
high levels of each compound were previously reported in the
Investigation of Soil and Water Contamination at Western
Processing, King County, Washington, May 1983. Only the
indicator compounds were analyzed because of limited analy-
tical capabilities in the field laboratory.
In all, the close support laboratory performed approximately
225 organic and 275 inorganic analyses. A summary of all
CSL data generated for the samples analyzed is provided in
Appendix E of this report. Contaminant concentrations are
reported on a wet weight basis.
SAMPLE NUMBERING
The sample designations used incorporated type of boring,
sequence of boring hole, and depth of sample taken (in feet).
Western Processing samples were further identified for the
laboratory by beginning each sample number with the initials
WP. The following list contains sample designations used:
SB = offsite shallow boring
IB = offsite intermediate boring
DB = deep stratigraphic boring
MB = monitoring boring
PB = piezometer boring
A typical sample number might be WP-SB-02-04 meaning Western
Processing second shallow boring hole sample taken at 4 feet
below surface. Samples further designated with A or B are
replicates of a single sample.
SAMPLING LOCATIONS
Offsite shallow boring (SB) and intermediate boring (IB)
locations were based on areas of suspected contamination and
33
-------
possible migration routes. Monitoring borings (MB) were
drilled onsite to investigate the extent of vertical contam-
ination of soils on the site. Drilling locations were flex-
ible and some drilling sites were determined at the time of
drilling using data provided by the CSL. The boring loca-
tions are shown in Figure 2 in Chapter 2 and on Plate 2.
Below is a brief description of the chosen drill sites.
SB-01, SB-02, and SB-03 were located along the eastern bor-
der of Western Processing. These drill sites were selected
to evaluate possible eastward contamination migration that
might affect an oil pipeline and bicycle route. One reason
to suspect eastward contamination migration is the presence
of two groundwater mounds on the site, identified during
previous site investigations and verified with groundwater
elevations and pressure measurements during this RI (see
Chapter 2).
SB-04, SB-06, SB-05, and SB-19 are sampling sites located
progressively north of Western Processing. This area is
downgradient along a surface and groundwater migration route
for contaminants.
SB-07, SB-08, SB-09, SB-10, SB-11, and SB-12 are located
west of Western Processing and south of Mill Creek on prop-
erty owned by Standard Equipment, Inc. This area may have
received surface spills from overflows of wastes stored in
onsite storage ponds. Subsurface contaminant migration toward
this area is also possible.
SB-13, SB-14, SB-15, SB-16, SB-17, and SB-18 are located
west of Western Processing and north of Mill Creek on prop-
erty owned by Standard Equipment, Inc. The Liquid Waste
Disposal Company (LIDCO) once ran a waste handling operation
on this site. There is potential for contamination from
this historic use of the site as well as potential from
migration from Western Processing.
SB-20 is located directly south of the site to detect any
potential contamination along the Standard Equipment "Rail-
road Spur" property.
IB-02 and IB-03 are located west of Western Processing, with
IB-02 east of Mill Creek and IB-03 west of Mill Creek. IB-02
is in an area suspected of being contaminated from Western
Processing because of local elevation and adjacent onsite
treatment ponds. IB-03 was drilled subsequent to the find-
ing of contaminants in IB-02 by the CSL to determine if Mill
Creek created a barrier to contamination migration.
MB-01, MB-02, and MB-03 are located in the northern half of
the Western Processing site. These deep wells were installed
34
-------
to look for deep onsite soil and groundwater contamination
and to serve as long-term wells to monitor site cleanup
activities.
SAMPLING PROCEDURES
Subsurface soil samples were collected at 5-foot intervals
to the completion of boring at all locations using a split-
spoon sampler as described in Chapter 2. Split-spoon cores
were blended in a stainless steel bowl to provide as many as
four equivalent samples and submitted to the CSL, the EPA
contract laboratory program, and properly owners requesting
split samples for analysis. Detailed sampling procedures
are provided in the CH2M HILL Quality Assurance Project Plan
for the Western Processing Remedial Investigation, May 1984.
SAMPLE STORAGE
Jarred samples were transported from the drill rig to re-
frigerated storage upon completion of each boring. Samples
were stored at 4 degrees C. Those designated for analysis
at an EPA contract laboratory were kept in storage until
shipment. Others designated for analysis at the CSL were
removed as needed. Sample soils remaining after analysis
were returned to the refrigerator for storage. Samples that
were not analyzed, shipped, or those returned following
analysis at the CSL remain in storage at this time and will
be retained until it is determined unnecessary to continue
to store them.
CONTRACT LABORATORY DATA REPORTS
Quality assured contract laboratory (CLP) data are summar-
ized in Appendix F for inorganics and Appendix G for organ-
ics. Tentatively identified compounds (TICs) analyzed by
the CLP are included in Appendix I.
DATA LIMITATIONS
CLOSE SUPPORT LABORATORY
Initially, the CSL attempted to analyze all submitted soil
samples. However, as the drilling operation progressed,
samples were often generated too fast for field analyses to
be completed within an acceptable time period. Consequently,
only those samples considered to be important by the field
engineer to guide the drilling program were analyzed. Other
samples were not analyzed at the CSL because of suspected
high organic contamination. Chemists in the CSL found that
samples having high levels of contamination caused unexpected
equipment downtime. Rather than risk costly delays, samples
suspected of high organics were not processed by the CSL but
35
-------
were shipped to the CLP along with all other samples without
prior analysis. Samples that were not processed were placed
in refrigerated storage, as discussed above.
Because offsite soil samples revealed relatively low cadmium
concentrations, cadmium analysis was eliminated midway through
the investigation to allow laboratory staff and resources to
concentrate on the remaining analyses. Methylene chloride
results were disregarded after close support laboratory qual-
ity control checks revealed methylene chloride contamination
in the solvent used for organic extraction.
CONTRACT LABORATORY PROGRAM
Quality assured contract laboratory data were found to con-
tain higher than expected organic detection limits. This is
because during a preliminary screening step high concentra-
tions of unknown organics were found in the atomic mass range
associated with priority pollutants and the samples were
subsequently diluted prior to GEMS analysis. In order to
maximize the usefulness of the organics data package, selected
samples remaining in storage were removed and submitted for
additional analysis to the EPA laboratory in Manchester,
Washington. For the most part, these samples consisted of
sealed 8-ounce jars of soil remaining after completion of
analysis at the close support laboratory. These data, as of
December 1, 1984, are included in Appendix H.
BACKGROUND CONCENTRATION OF INORGANICS IN SOILS
Background soil samples were collected to enable a compari-
son of subsurface metal concentrations near the site to metal
concentrations found in soils from the region. Soil samples
were analyzed for background inorganics from the deep boring
down to a depth of 355 feet below the ground surface. In
addition, seven surface soil samples (BG) were collected
from vacant lots away from major transportation routes from
beneath the surface grass using a stainless steel trowel.
Soil samples were placed directly into decontaminated 8-ounce
glass jars. These data are summarized in Table 5. For compar-
ison purposes, world wide background metal concentrations
reported in the literature are provided on Table 6.
36
-------
Table 5
BACKGROUND METAL CONCENTRATIONS
IN SOIL SAMPLES FROM THE KENT VALLEY
Depth Metal Concentration (pg/g) (wet weight)
Sample
(feet)
Lead
Zinc
Chromium
Nickel
Cadmium
WP-DB-01
10
4.10
25.2
17.8
11.6
NT
20
6.18
23.4
12.8
9.0
NT
30
6.80
34.2
18.6
12.8
NT
50
6.01
21.0
14.3
9.59
NT
103
5.18
23.8
16.6
10.6
NT
147
3.46
18.9
12.2
8.61
NT
200
5.20
26.3
13.0
9.43
NT
355
10.10
32.9
28.3
21.3
NT
WP-BG-01
0.5
12.3
41.4
22.7
13.0
2.52
-02
0.5
10.6
37.4
27.2
21.8
0.42
-03
0.5
25.6
82.5
32.7
33.1
NT
-04
0.5
14.4
39.1
17.2
14.8
NT
-05
0.5
36.6
72.4
21.2
16.8
NT
-06
0.5
13.1
41.4
23.8
25.4
NT
-07
0.5
51.7
57.3
21.9
19.0
NT
Note: Analysis by the CH2M HILL close support laboratory.
Table 6
ESTIMATED WORLDWIDE BACKGROUND RANGES FOR METALS
Element Average Background Range (pg/g)
Lead 10-20
Zinc 50-100
Chromium 30-50
Nickel 25-35
Cadmium 0.5-7
Sources: Background levels for soil and rock from Brady
(1974) , and Beus and Grigorian (1977) .
37
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Chapter 4
SUMMARY OF ADDITIONAL SITE DATA SOURCES
INTRODUCTION
Considerable data regarding the nature and extent of contam-
ination at the Western Processing site and its vicinity are
available in numerous sources other than this RI report.
The purpose of this chapter is to advise the reader of these
data sources, their availability, and to provide the chronol-
ogy of events associated with these reports (Figure 16).
Several smaller documents and data not easily obtainable
have been reprinted in the appendixes of this report. Other
documents are available through the EPA, as discussed in the
text. Still other data may be available from interested
local parties such as neighboring property owners who had
samples analyzed on their own.
The referenced reports have been divided into two categories:
Soil, Groundwater, and Surface Water Contamination Data; and
Hydrogeologic Data. All sampling locations associated with
these data are presented in Plates 1, 2, and 3. (Plates 1,
2, and 3 are located in a pocket at the end of this docu-
ment, as issued December 12, 1984, and subject to revision.)
Plate 1 summarizes all surface soil, surface water, and sedi-
ment sampling locations. Plate 2 identifies the locations
of all groundwater monitoring wells installed to date, and
Plate 3 shows all subsurface soil sampling locations includ-
ing those from the 1984 remedial investigation.
SOIL, GROUNDWATER, AND SURFACE WATER CONTAMINATION DATA
1. Municipality of Metropolitan Seattle (Metro).
RAMIX II Data Base System. Surface Water Quality
Data Collected Along Mill Creek. (unpublished)
1977 to 1981. (Appendix J)
Water quality data were collected on Mill Creek
downstream from Western Processing at South 196th
Street, Kent (Metro Station E317), from September
1977 to June 1981. Analyses included standard
water quality monitoring variables such as temper-
ature, dissolved oxygen, fecal coliform, pH, and
selected metals. Mill Creek, upstream of Western
Processing (Metro Station X317), was sampled twice
in June 1981 and analyzed for metals. A comparison
of metal results from upstream and downstream
39
-------
Document or Unpublished Data
Sampling
Location
1977
Chronology
1981 1962 1983 1984 1985
Soil, Groundwater, and Surface Hater
Contamination Data
1. Municipality of Metropolitan
Seattle (Metro). Ramix II Data
Base System. Surface Water
Quality Data Collected Along Mill
Creek. (unpublished) 1977 to
1981.
Mill Creek
2a.
2b.
3.
4^
o
Washington State Department of
Ecology. Miscellaneous Water
Quality Data for Mill Creek and
Vicinity. (unpublished)
Washington State Department of
Ecology. Storett Data Base.
Monthly Ambient Water Quality
Sampling program. Mill Creek
Sampling Sites. No. 09E090 and
No. 09E070. (unpublished)
U.S. Environmental Protection
Agency, Region X. Report of
Western Processing Vicinity
Survey. May 20-21, 1982.
Published June 1982.
Mill Creek
Mill Creek
Mill Creek
U.S. Environmental Protection
Agency, Region X, Environmental
Sources Division. Investigation
of Soil and Water Contamination at
Western Processing, King County,
Washington, Parts I and II. May
1983.
Onsite
5. U.S. Environmental Protection
Agency, Region X. News Release on
Groundwater Contamination Data.
September 26, 1983.
Offsite
Legend
A
Indicates data collected but unavailable for publication in this document.
Indicates date of published report.
Indicates period of investigation activity.
Indicates period of sample analysis and report preparation.
FIGURE 16
Chronology of Investigation
Activities at the Western Processing
Hazardous Waste Site
Kent, Washington
1977 to 1984
-------
Document or Unpublished Data
Sampling
Location
6. CH2M HILL. Interim Offsite
Remedial Investigation Report.
Western Processing, Kent,
Washington. Prepared for EPA
WA 37-0L16.0. October 1983.
7. U.S. Environmental Protection
Agency, Region X. Western
Processing Alternatives Assessment
Study, 1983 Data Report. April
1984.
8. U.S. Environmental Agency,
Region X, Environmental Services
Division, Field Operations and
Technical Support Branch. Water
Quality Data for Mill Creek Survey,
(unpublished) January 1984.
9. U.S. Environmental Protection
Agency. Memorandum from
Spencer A. Peterson, Hazardous
Materials Assessment Team, to Bob
Courson, Region X, Environmental
Services Division. Preliminary
Bioassay Results on-Western
Processing Samples Submitted to
CERL. No date.
10. Miller, W., S. Peterson, J.G.
Greene, and C.A. Callahan. Draft
Report. Comparative Toxicology of
Hazardous Waste Site Bioassessment
Test Organisms. USEPA^ Corvallis
Environmental Research Laboratory,
Corvallis, Oregon. September
1984.
11. Schmidt, C.E., R. Vandervort.
Summary of the Nature and Extent
of Contamination Present on
Standard Equipment, Inc. Property
in KentT Washington. Radian Cor-
poration, Sacramento, California.
October 1984.
Offsite
Of fsite
Mill Creek
Onsite and
Of fsite
Onsite and
Of fsite
Offsite
Chronology
1977 TWI 1982 1983 HP T953
*
A
FIGURE 16 (CONTINUED)
Chronology of Investigation
Activities at the Western Processing
Hazardous Waste Site
Kent, Washington
1977 to 1984
-------
Document or Unpublished Data
Sampling
Location
Hydrogeological Data
1. Ecology and Environment, Inc.
Memorandum from Steve Tests and
Katherine Lombardo to John Osborn,
EPA. Installation of Four
Groundwater Monitoring Wells,
Western Processing Company, Kent,
Washington. TDD FIO-8302-03.
(DW-31 through DW-34.) June 8,
1983.
2. Bond, F.W., et al. Application of
Groundwater Modeling Technology
for Evaluation of Remedial Action
Alternatives,~Western Processing
Site, Kent, Washington. Prepared
by Battelle Project Management
Division. September 1984.
Hart Crowser and Associates, Inc.
Final Report Hydrogeologic
Assessment, Western Processing,
Kent, Washington. Prepared for
GCA Technology Division, Bedford,
Massachusetts. EPA '
No. 68-01-6769. October 16, 1984.
3.
to
to
Offsite
NA
Note: NA= Not applicable.
1977
Chronoloqy
T5H IW2 T~51! T5F3 IT53
A
FIGURE 16 (CONTINUED)
Chronology of Investigation
Activities at the Western Processing
Hazardous Waste Site
Kent, Washington
1977 to 1984
-------
stations in June 1981 shows higher concentrations
of cadmium, copper, nickel, zinc, and iron in the
waters downstream of Western Processing. Metro
also collected water quality data from the Black
River, downstream from the confluence of Mill Creek,
near Longacres Racetrack (Station 0317) from 1977
through the present. Sampling locations of E317
and X317 are shown in Plate 1.
2a. Washington State Department of Ecology. Miscella-
neous Water Quality Data for Mill Creek and Vicin-
ity. (unpublished) 1981 to 1982. (currently
unavailable)
During 1981 and 1982 Washington DOE collected water
quality data from Mill Creek near Western Process-
ing. These data have been summarized and sampling
locations identified as part of the surface water
quality report currently being prepared by GCA,
Inc., an EPA contractor. This report is expected
to be available through U.S. EPA Region X library
after its completion.
2b. Washington State Department of Ecology. Storett
Data Base. Monthly Ambient Water Quality Sampling
Program, Mill Creek Sampling Sites. No. 09E090
and No. 09E070. April 198 4 to November 1984.
(Appendix K)
Washington State DOE has an ongoing water quality
sampling program near Western Processing upstream,
on West Valley Highway, R.M. 5.8 (Station
No. 09E090) and downstream, at Orillia, R.M. 4.3.
(Station No. 09E070). Standard DOE water quality
variables are analyzed including temperature, pH,
dissolved oxygen, nutrients, as well as selected
priority pollutant metals and organics. Sample
site locations are shown on Plate 1.
2c. Yake, William. Washington State Department of
Ecology. Personal Communication. October 24,
1984. (currently unavailable) (not shown in
Figure 16)
There is an ongoing survey being conducted in Mill
Creek to determine wet weather versus dry weather
water quality conditions. Data collected during
this study will not be available until the report
is finalized. Standard DOE water quality analyses
are included at five sampling stations with some
overlap of data with the ongoing monthly ambient
water quality monitoring program.
43
-------
3. U.S. Environmental Protection Agency, Region X.
Report of Western Processing Vicinity Survey.
May 20-21, 1982. Published June 1982. (Appendix L)
Surface water and sediment samples were collected
from locations along Mill Creek to determine exist-
ing conditions upstream, adjacent to, and down-
stream of the Western Processing site. Sediment
samples were collected from all four sides of the
property to characterize past or present drainage
influences. Surface water samples were taken from
standing water south of the site, as well as sev-
eral points in Mill Creek and the east drainage
ditch. Well point samples were taken of the inter-
stitial groundwater directly beneath the Mill Creek
stream bed at points upstream, downstream, and
adjacent to Western Processing, and also in an
intermittent pond area north of the site. Sampling
locations are shown on Plate 1. Samples were
tested for inorganic and organic priority
pollutants.
4. U.S. Environmental Protection Agency, Region X,
Environmental Services Division. Investigation of
Soil and Water Contamination at Western Processing,
King County, Washington, Parts I and II. May 1983.
(available at the Kent library and U.S. EPA Region X
library)
The nature and extent of onsite contamination at
the Western Processing facility were investigated
by the EPA between September and November 1982. A
total of 30 onsite and near-offsite groundwater
monitoring wells were installed. In addition,
seven surface soil and another nine auger samples
were collected. The locations of all monitoring
wells installed are provided on Plate 2. The loca-
tions of surface soil and auger samples are pro-
vided in the above-referenced report.
Significant levels of many toxics were found in
soil and groundwater samples. A total of 87 pri-
ority pollutants were identified on or near the
site, 67 of them in quantifiable levels. Ground-
water and soils data from offsite wells suggested
contaminant migration from the site.
Groundwater elevation data were used to prepare a
groundwater contour map for the site. Two ground-
water mounds were identified beneath the site. A
summary of the static groundwater elevations in
44
-------
these and other wells currently existing near
Western Processing, has been included as a later
reference in this chapter.
5. U.S. Environmental Protection Agency, Region X.
News Release on Groundwater Contamination Data.
September 26, 1983. (available at the Kent library
and U.S. EPA Regional X library).
A news release by EPA was issued to provide the
public contamination data on groundwater samples
collected in the summer of 1983. These data are
available at the Kent library or through the U.S.
EPA Region X library.
6. CH2M HILL. Interim Offsite Remedial Investigation
Report. Western Processing, Kent, Washington.
Prepared for EPA WA 37-0L16.0, 100 pp. October
1983. (available at the Kent library and U.S. EPA
Region X library) (see following description)
7. U.S. Environmental Protection Agency, Region X.
Western Processing Alternatives Assessment Study,
1983 Data Report. April 1984. (available at the
Kent library and U.S. EPA Region X library)
An Interim Offsite Remedial Investigation was con-
ducted by CH2M HILL in August and September 1983
in order to gather data on the nature and extent
of offsite contamination. Information generated
during this investigation was compiled in the two
documents listed above.
The scope of work for the Interim Offsite RI
included the installation of wells and sampling of
soils and groundwater at 10 offsite groundwater
monitoring wells (MW-35 through 44) and the collec-
tion of 3 0 surface soil and sediment samples.
Subsurface soil samples were collected during the
monitoring well installation. Sampling locations
are shown on Plates 1 and 2.
The Interim Offsite Remedial Investigation Report
contains data on the sampling protocols, sample
locations, summaries of well construction, geology,
OVA field results, the geologic boring logs, and
OVA chromatograms and field data sheets.
The Alternatives Assessment Study (AAS) includes
the EPA contract laboratory data generated from
the analysis of soil and groundwater samples taken
during the construction of the monitoring wells
and during the sampling of Mill Creek, offsite
45
-------
ponds, and drainage ditch sediment samples. The
AAS also includes water level data, pump test
results, well construction details, geology infor-
mation, and pH and conductivity profiles. No
interpretation of the data was provided in either
report.
8. U.S. Environmental Protection Agency, Region X,
Environmental Services Division, Field Operations
and Technical Support Branch. Water Quality Data
for Mill Creek Survey. (unpublished) January
1984. (Appendix M)
Surface water and sediment samples were collected
in Mill Creek in January 1984 at the same stations
tested in May 1982 to provide a comparison with
past and present conditions. Samples were tested
for inorganic and organic priority pollutants.
Metal loadings were calculated for Mill Creek using
January 1984 and May 1982 survey results. Sam-
pling locations are shown in Plate 1.
9. U.S. Environmental Protection Agency. Memorandum
from Spencer A. Peterson, Hazardous Materials
Assessment Team, to Bob Courson, Region X, Environ-
mental Services Division. Preliminary Bioassay
Results on Western Processing Samples Submitted to
CERL. No date. (available from the Kent library
and U.S. EPA Region X library)
Four onsite locations at Western Processing, Kent,
Washington, were sampled for soil at 3-, 6-, and
9-foot depths. (Sample locations are shown in
Plate 1.) Elutriates were prepared from these
soil samples for bioassays using algae-growth,
daphnia mobility, microbial activity, seed germina-
tion and root elongation, and earthworm response
as indicators of acute environmental toxicity.
Additionally, direct soil assays of each of 12
soil samples were conducted using earthworms.
Test results were reported as percentages of elutri-
ate (or soil sample) which caused 50 percent lethal-
ity. Metals and selected organic compounds were
analyzed in soil from the 12 soil sampling locations
as well as water from adjacent shallow wells.
Soil elutriates from study site 17, located near
the middle of the facility, were observed to have
the highest toxicities. An increase in toxicity
with depth was noted at this site for algae,
microtox, seed germination and root elongation,
and earthworm soil assays. The remaining site,
study site 11, had a higher bioassay toxicity
46
-------
potential than 22, which had a higher potential
than 1. Overall, aquatic algae and daphnia mobil-
ity were found to be the most sensitive in these
soil elutriate tests, indicating the susceptability
of the aquatic ecosystem to substance from this
site.
These preliminary results indicate that there are
biologically available water soluble substances
present in subsurface soils of the Western Pro-
cessing site which cause significant adverse
impacts to test organisms.
10. Miller, W., S. Peterson, J. G. Greene, and C. A.
Callahan. Draft Report. Comparative Toxicology
of Hazardous Waste Site Bioassessment Test Orga-
nisms . U.S. Environmental Protection Agency,
Corvallis Environmental Research Laboratory,
Corvallis, Oregon. September 1984. (available at
Kent library and U.S. EPA Region X library)
An array of bioassays was conducted using microbes,
plant roots, algae, daphnia, and earthworms to
test toxicities of the following chemical subgroups:
heavy metals (copper, cadmium, zinc); herbicides
(2,4-D, Esteron 99); and insecticides (aldrin,
dieldrin, endrin, chlordane, heptachlor). For
comparison, soil, soil elutriates, and surface
waters were obtained at five sites around the
Western Processing facility and were used in the
same bioassay procedure. (Sample locations are
shown in Plate 1.) The purpose of these tests was
to examine the applicability of using multi-media
and multi-trophic bioassays in determining extent
and severity of environmental contamination at
hazardous waste sites.
The EC50 response of some test organisms for sev-
eral of these chemicals and metals is known; how-
ever, little information is available on the
toxicity potential of complex mixtures of chemicals
found at hazardous waste sites. The investigators
conclude that the multi-media and multi-trophic
bioassay procedure is a more realistic indicator
of the environmental hazard potential presented at
hazardous waste sites.
11. Schmidt, C. E., R. Vandervort. Summary of the
Nature and Extent of Contamination Present on
Standard Equipment, Inc., Property in Kent, Wash-
ington. Radian Corporation, Sacramento,
California. October 1984. (available through
Standard Equipment, Kent, Washington, or the
Radian Corporation)
47
-------
An investigation of contamination on Standard
Equipment, Inc., property adjacent to Western Pro-
cessing on the west side of the site was conducted
by the Radian Corporation in cooperation with CH2M
HILL and the EPA. Subsurface soil samples col-
lected during the drilling of soil borings by CH2M
HILL on Standard Equipment, Inc., property during
the summer 1984 remedial investigation were pro-
vided to Radian for their use. Additional surface
soil, sediment, and water samples were collected
by Radian independent of EPA and CH2M HILL activ-
ities. Samples were analyzed by Radian and the
data summarized in the referenced report.
HYDROGEOLOGICAL DATA
CH2M HILL reviewed EPA files to gather groundwater data for
wells at Western Processing. Groundwater elevations are
summarized in Table 7. The screened interval for each well
is also included.
1. Ecology and Environment, Inc. Memorandum from
Stephen Testa and Katherine Lombardo to John Osborn,
EPA. Installation of Four Groundwater Monitoring
Wells, Western Processing Company, Kent, Washington.
TDD RIO-8302-03. June 8, 1983. (available at the
Kent library and U.S. EPA Region X library)
This memorandum contains boring logs from the
installation of four groundwater monitoring wells
that were drilled offsite at Western Processing
from April 18 through June 3, 1983. Volatiles
were monitored using an HNU photoionizer; however,
data are not included in this report. Preliminary
OVA analyses on water samples obtained from the
installed wells were used to better define the
placement of monitoring screens. Soil samples
were obtained continuously to a depth of 4 0 feet,
and at 5-foot intervals thereafter. Subsurface
soil conditions were described and entered in the
boring logs. A gamma log survey was conducted on
DW-31 with no detectable differences found between
subsurface materials.
2. Bond, F. W., C. M..Smith, J. M. Dowsburg, C. J.
English. Application of Groundwater Modeling Tech-
nology for Evaluation of Remedial Action Alterna-
tives, Western Processing site, Kent, Washington.
Prepared by Battelle Project Management Division,
Office of Hazardous Waste Management, for U.S.
Environmental Protection Agency, Office of Research
and Development, Municipal Environmental Research
48
-------
Well
No.
IS
ID
2
3
4
5
6
7
8
9
^ 10
V£>
US
11D
12
13
14
15
16
17S
17D
18
19
20
21
22S
22D
23
24
25S
25D
25C
26
Table 7
HISTORIC WATER LEVEL ELEVATION TAKEN IN WELLS AT WESTERN PROCESSING
KENT, WASHINGTON
Drilled
Depth
(ft)
Depth of
Screened
Interval (ft)
Top
Bottom
Static Water Level Elevation
(Feet Above Mean Sea Level)
November
1982
May
1983
October
1983
March
1984
April
1984
May
1984
July
1984
12
9
12
13.55
15.19
12.59
15.33
15.02
14.52
13.75
30
27
30
12.86
14.40
12.47
15.34
15.51
14.84
13.78
15
8.5
11.5
14.37
15.65
13.14
15.14
14.98
14.06
13.48
12
8.5
11.5
18.35
19.41
18.38
18.73
18.36
18.19
17.94
15
11.5
14.5
12.37
13.76
11.95
13.71
13.34
12.34
11.77
15
8.5
11.5
15.17
16.62
14.46
16.80
15.92
15.23
14.54
15
8.5
11.5
14.19
15.79
13.37
15.52
15.27
14.52
13.90
15
8.5
11.5
14.59
16.26
13.75
16.42
15.96
14.71
14.31
16
13
16
13.39
15.28
—
16.25
16.87
15.04
14.25
15
11.5
14.5
11.35
12 .21
—
12.60
11.80
11.64
10.88
15
¦11.5
14.5
12.09 .
12.50
13.25
12.92
16.92
Dry
Dry
12
9
12
14.83
16.53
14.06
17.16
17.25
16.31
15.41
30
26
29
12.94
14.97
12.57
16.14
16.14
15.39
13.97
15
7.5
10.5
14.10
15.72
Destroyed
—
—
—
—
9
2.5
5.5
11.91
13.70
—
13.64
13.27
12 .58
11.69
15
11.5
14.5
—
—
14.55
16.63
16.55
15.55
14.55
16
13
16
15.29
17.24
Destroyed
—
—
—
—
15
11.5
14.5
13.73
13.69
Destroyed
—
—
—
—
15
12
15
16.39
18.20
15.86
18.81
19.73
19.96
18.40
30
27
30
12.72
14.57
12.77
15.62
15.45
15.14
13.91
16
13
16
15.86
18.25
15.84
17.80
17.80
17.60
16.65
12
2.5
5.5
14.35
—
—
14.94
14.64
14.10
12.69
15
11.5
14.5
15.88
17.23
14.13
18.87
18.45
17.79
16.62
15
11.5
14.5
12.80
15.24
12.80
12.29
16.31
15.85
13.68
15
12
15
13.90
15.68
Destroyed
—
—
—
—
30
23.5
26.5
13.77
14.72
Destroyed
—
—
—
—
16
12
15
14.05
16.30
15.38
18.32
18.32
17.86
16.61
15
11.5
14.5
13.34
16.17
13.26
17.74
17.41
16.45
15.24
16
13
16
13.81
16.03
13.57
Destroyed
—
—
—
30
23
26
13.85
15.89
13.70
Destroyed
—
—
—
12
9.5
12
—
—
—
—
—
—
—
15.5
12.5
15.5
14.48
16.13
Destroyed
—
—
—
—
-------
Table 7
(continued)
Depth
of
Static
Water Level Elevation3
Drilled
Screened
(Feet
Above Mean Sea Level)
Well
Depth
Interval (ft)
November
May
October March
April
May
July
No.
(ft)
Top
Bottom
1982
1983
1983
1984
1984
1984
1984
27
12
8.5
11.5
14.51
15.13
M —
16.25
16.50
___
28
12
8.5
11.5
—
12.46
—
11.64
11.55
10.88
29
12
8.5
11.5
—
15.01
14.35
14.43
14.45
13.43
30
15
8.5
11.5
—
—
—
—
—
—
31S
165
45
55
—
—
11.39
17.90
16.07
15.57
14.01
31D
165
130
140
—
—
13.83
—
17.24
16.97
13 .66
32S
30
18
28
—
—
—
15.32
15.49
14.92
13.88
32D
156.5
96
106
—
—
14.15
—
17.49
18.37
15.89
33S
145.5
28
38
—
—
13.93
16.25
15.99
15.45
15.70
33D
145.5
55
65
—
—
15.54
—
18.67
18.01
16.80
34S
181.5
52
62
—
—
12.43
16.05
16.13
15.32
14.25
34D
181.5
124
134
—
—
13.36
Inaccessible
18.07
17.29
16.08
35
140
55
75
—
—
13.77
U.
17.55
16.88
15 .57
36
100
74
94
—
—
13.12
V
—-U
17.39
16.43
14.01
37
100
75
95
—
—
13.95
D
17.64
17.16
15.89
38
120
35
55
—
—
12.29
15.32
15.41
14.99
13.89
39
96
20
40
—
—
13.63
SJ
V.
17.68
16.99
15.64
40
100
20
40
—
—
13.39
D
V.
18.02
17.00
15.53
41
135
75
95
—
—
13.40
Lt
17.31
16.62
15.31
42
100
50
70
—
—
13.27
D
"™u
17.59
16.61
15.24
43
100
15
35
—
—
13.36
D
V,
17.74
17.01
14.37
44
100
15
35
—
—
15.20
u
19.47
18.64
16.14
DB-01
365
140
150
—
—
—
—
—
—
18.03
PB-01
—
14
16
—
—
—
—
—
—
15.88
PB-02
—
14
16
—
—
—
—
—
—
13.89
PB-03
—
14
16
—
—
—
—
—
—
12.71
PB-04
—
14
16
—
—
—
—
—
—
19.96
PB-05
—
13
18
—
—
—
—
—
—
11.56
PB-06
—
12
14
—
—
—
—
—
—
16.39
PB-07
—
12
14
—
—
—
—
—
—
16.93
PB-08
—
14
16
—
—
—
—
—
—
18.26
MB-01
100
75
95
—
—
—
—
—
—
15.32
-------
Table 7
(continued)
Depth of Static Water Level Elevation3
Drilled Screened (Feet Above Mean Sea Level)
Well
Depth
Interval
(ft)
November
May
October
March
April
May
No.
(ft)
Top
Bottom
1982
1983
1983
1984
1984
1984
MB-02
60
35
55
„
„
__
MB-03
100
6
12C
— .
—
—
—
—
14
19C
—
—
—
—
—
21
26°
—
—
—
—
—
28
33C
—
—
—
—
—
36
38
—
—
—
—
—
41
51°
—
—
—
—
—
54
62C
—
—
—
—
—
66
73°
—
—
—
—
—
75
87C
—
—
—
—
—
90
iooc
—
—
—
—
—
July
1984
15:45
19.11
15.01
16.71
16.51
15.91
15.61
16.51
16.71
16.81
16.41
^ata sources are as follows:
1. November 1982 and May 1983; EPA Region X, Investigation of Soil and Water Contamination at Western
Processing, King County, Washington, September to November, 1982, Parts 1 and 2, May 1983.
2. October 1983, March 1984, April 1984, May 1984, July 1984; USEPA Region X, Environmental Services
Division, Field Operations and Technical Support Branch, Summary of Hydrogeologic Files on Static Water
Levels in Wells at Western Processing, Kent, Washington.
^Water level indicator would not fit into well.
c
Depth range represents the length of sand pack at each sampling port.
-------
Laboratory, Cincinnati, Ohio. September 1984.
(available at the Kent library and U.S. EPA
Region X library)
A conceptual model of the groundwater flow system
in the vicinity of Western Processing was developed
based on available hydrogeologic data developed
during the 1982 EPA Investigation of Soil and Water
Contamination at Western Processing, King County,
Washington and the Interim Offsite Remedial Inves-
tigation (see the Western Processing Alternatives
Assessment Study, April 1984) . Numerical flow and
contaminant models were developed and calibrated
using existing trichloroethylene concentrations
from the two above-referenced documents. Six
selected remedial action alternatives for the site
were evaluated using the calibrated flow and con-
taminant transport models.
3. Hart Crowser and Associates, Inc. Final Report
Hydrogeologic Assessment Western Processing, Kent,
Washington. Prepared for GCA Technology Division,
Bedford, Massachusetts. EPA No. 68-01-6769.
October 16, 1984 (available at the Kent library
and U.S. EPA Region X library)
A hydrogeologic assessment of the Kent Valley and
the Western Processing site was developed. Work
included compiling and preparing a bibliography of
available data related to hydrogeology, contaminant
sources, and contaminated media. The available
information was assessed for data gaps regarding
the Kent Valley hydrogeology, contaminant sources,
and contaminated media as well as factors affecting
pollution migration mechanisms and pathways. The
report includes monitoring well static water level
elevations for onsite and offsite wells from
November 1982 to July 1984. Also included are
local and regional geologic cross sections, well
location maps, groundwater contour maps, and vari-
ous summaries of onsite and offsite contaminant
data.
52
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Chapter 5
UTILITIES AND LAND USE
INTRODUCTION
A utility and land use evaluation was conducted to obtain
information regarding utilities adjacent and within the site
for incorporation into the feasibility study. Information
was also obtained in hopes of identifying possible future
maintenance activities by these utilities planned in poten-
tially contaminated areas. That information would be made
available to the utilities so that they could be aware of
potential health and safety risks. The information obtained
is summarized in the following sections.
UTILITIES
The following is a discussion of the utilities adjacent to
and within the Western Processing site. This information
was obtained from representatives of the individual utili-
ties. The underground utilities described below are shown
on Figure 17.
In the 1950"s the site was used as a anti-aircraft battery.
Onsite utilities in place at that time consisted of sewer,
water, storm drainage, and power. Current information
indicates that most of these utilities were left in the
ground when the military withdrew. The only utility extend-
ing offsite which was identified from drawings of the site
is the sanitary drainfield line shown in Figure 17. It is
not known whether this drain still exists or whether it has
been blocked off.
NATURAL GAS
Washington Natural Gas Company has a 4-inch steel-wrapped
gas pipeline in South 196th Street adjacent to the Western
Processing site. The pipe lies 14 feet north of the center-
line at a depth of approximately 3 feet. Typically, the gas
company lines are excavated only if they have ruptured or if
they are to be replaced. The gas company does not antici-
pate excavating the line in South 196th for any of these
reasons.
TELEPHONE
Pacific Northwest Bell (PNB) Telephone Company has a duct
structure buried in South 196th Street adjacent to the Wes-
tern Processing site, approximately 13 feet south of the
centerline. The structure extends east and west along South
19 6th Street at a depth of approximately 40 inches (to the
top of the structure). Approximately 130 feet west of the
53
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14" OIL J
PIPELINE [
JOGGING PATh ,2 5 kv
J POWER
I CABLE
10" WATER
4" GAS
¦SQUTH196TH ST
......
umixijii*'
8" SEWER
TELEPHONE DUCT
asphalt pad
EXCAVATED
AREA
RAILROAD
INDUSTRIAL PARK
SANITARY
DRAIN FIELD
DISCHARGE LINE
DITCH
WESTERN PROCESSING
VA" SEWER SERVICE
12" SEWER,
POWER CABLE
.AND CONDUIT
WATER
72ND AVE.
Figure 17
UNDERGROUND UTILITIES
WESTERN PROCESSING
Kent, W ington
-------
railroad tracks adjacent to the site is a telephone company
manhole structure that straddles the duct structure. The
manhole cover is visible in the street.'
The duct structure consists of twelve 4-inch PVC conduits
encased in concrete. Eight of the conduits contain cables
and four are empty. The cables include trunk cables, tie
cables, a Boeing Company circuit, and two fiber optics sys-
tems. One of the fiber optics systems is the largest such
system PNB has in the area.
The duct structure was constructed by excavating a trench
approximately 3 feet wide and 5 feet deep. The conduits are
stacked directly in the trench (no gravel base) in rows of
three, and the concrete is poured over them. The resultant
duct structure is approximately 2 feet high and 15 inches
wide. Because the cables may spread when the concrete is
poured, the structure should be assumed to be as large as
30 inches high and 2 4 inches wide for the purpose of plan-
ning other underground work in the area.
The manhole structure is precast concrete approximately
10-1/2 feet long, 5 feet wide, and 6-1/2 feet high. It is
buried approximately 3 feet below the surface.
At this time, there are no plans to run cables in the four
empty conduits. They are available to provide future ser-
vice as the area is developed. When they are filled, the
work will be undertaken by running the cable between man-
holes. Excavation will not be necessary.
A PNB representative indicated that one of the pressurized
cables in the duct structure is experiencing air loss near
the site. At this time, it is not affecting the operation
of the cable. After remedial work is complete at the West-
ern Processing site, PNB plans to investigate the problem.
No other work on their equipment is planned at this time.
POWER
Puget Sound Power & Light (PSP&L) has both overhead and un-
derground utilities adjacent to the project site. The over-
head equipment consists of three sets of poles in the PSP&L
right-of-way adjacent to the site. On these poles there are
four sets of wires, one set of 230-kV transmission lines,
two sets of 115-kV lines, and one set of 12.5-kV distribution
lines. On the north side of South 196th Street, there is
one set of 12.5-kV distribution lines. This set of lines
goes underground about 50 feet west of the western boundary
of the Puget Sound Power & Light easement.
Underground power in 72nd Avenue South, south of the Western
Processing site, consists of three 12.5-kV cables, two
55
-------
6-inch PVC conduits and one 4-inch PVC conduit (all conduits
are empty), and 120-volt street light wire. All cables,
wire, and conduit are located in the same trench, approxi-
mately 10 feet behind the curb on the east side of the street.
The system was installed approximately 6 months ago to serve
the Corporate Properties Investors development on 72nd Avenue
South and other future development in the area.
PSP&L has no plans to replace or supplement their existing
equipment in the area. When additional development is pro-
posed in the area, the empty conduits in 72nd Avenue South
may be filled.
OIL
The Olympic Pipeline Company has a 14-inch-diameter pipe
located approximately 5 feet east of the fence along the
eastern boundary of the Western Processing site. The com-
pany does not keep records of the depth of the pipeline.
The pipe is solid steel with welded joints, coated with cold
tar enamel and wrapped with asbestos felt and fiberglass.
Electric corrosion control is provided by d.c. voltage. The
pipe carries refined petroleum products under pressure.
At this time, Olympic Pipeline Company does not plan to ex-
cavate their line. About 1 to 2 years ago, they checked the
oil coating on the line. Because it was in good condition,
they assume corrosion agents are not reaching the steel pipe.
SEWER AND WATER
A 12-inch city sewerline extends toward the site and ends at
a manhole near the north end of 72nd Avenue South. This
line is located about one foot west of the 72nd Avenue cen-
terline. An unauthorized connection was made to this sewer
with a 1-1/2-inch line from the Western Processing site.
An 8-inch city sewer line is located in South 196th Street
about 15 feet south of the south edge of the pavement. This
line stops approximately 500 feet west of the Western Pro-
cessing site. The City of Kent has unconfirmed information
that there may have been an unauthorized connection to this
line from the Western Processing site. In addition, there
is currently in place a temporary legal connection for dis-
charging treated stormwater to the sanitary sewer on
South 196th Street. This discharge is being made by an
independent contractor currently working on a surface cleanup
of the site. This connection is a 3-inch PVC pipeline which
connects to the 8-inch sanitary sewer approximately 100 to
150 feet west of the main entrance to the site.
56
-------
A 10-inch waterline is located approximately 25 feet west of
the centerline in 72nd Avenue South. This line provides
service to the warehouse and office of the Corporate Pro-
perties Investors (CPI) development west of 72nd Avenue South.
A 10-inch waterline is also located in South 196th Street
about 16 feet north of the centerline. This line provides
service to the Western Processing site at two locations and
to the residence across South 196th Street from the Western
Processing site.
There are no plans to extend the sewerlines and waterlines
at this time. Extensions will be made if 72nd Avenue is
continued or when new development in the area requires
service.
DEVELOPMENT REGULATIONS
ZONING
The Western Processing site and the property to the north
and south are zoned M-2, limited industrial district. Prop-
erty to the west is zoned M-l, industrial park district, and
to the east the property is zoned M-3, general industrial
district (see Figure 18).
Table 8 lists the uses that are allowed in the Kent indus-
trial districts. In general, the uses allowed in each of
the industrial districts are similar. However, in addition
to the uses allowed in the M-l and M-2 districts, more in-
tensive industrial uses (not shown in Table 8) are also al-
lowed in the M-3 zone. These include sawmills, truck storage
yards, electroplating, and transit terminals.
Table 9 shows the development standards for each of the in-
dustrial zones. The development standards are the most strict
in the M-l zone where light industries and nonnuisance uses
are encouraged. The M-3 zone has the least restrictive devel-
opment standards.
These development standards, shown in Table 9, would apply
to development of the Western Processing site (M-2 standards)
and to development of the adjacent properties.
COMPREHENSIVE PLAN
The Kent Comprehensive Plan consists of a citywide compre-
hensive plan and three subarea plans. The citywide plan
contains statements of goals and policies describing the
character of future development and a comprehensive plan map
that is intended to guide future development patterns. The
subarea plans have more specific goals and policies for de-
velopment in particular areas.
57
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M—3
GENERAL INDUSTRY^
M—1
INDUSTRIAL PARK
M—2
LIMITED INDUSTRY
Figure 18
ZONING CLASSIFICATIONS
WESTERN PROCESSING
Kent, Washington
-------
Table 8
USES ALLOWED IN THE INDUSTRIAL DISTRICTS
M-l, M-2, and M-3
A. Principally Permitted Uses
Manufacturing, processing, treating, assembling, and
packaging of a variety of products
Printing, publishing, and allied industries
Warehousing and distribution
Crop and tree farming
Administrative or executive offices
Scientific laboratories
Warehousing with retail sales
B. Accessory Uses
Repair operations and commercial sales incidental to
the principally permitted use
Dwelling units for maintenance and security personnel
only
Employee recreation facilities
Restaurants or cafeterias in conjunction with princi-
pally permitted use
Temporary buildings during construction of permanent
buildings
C. Conditional Uses
Commercial office, retail, and service uses intended to
serve the M-2 district
Utilities and communication facilities
Public facilities
Source: Kent Zoning Code, March 1983.
59
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Table 9
INDUSTRIAL DISTRICT DEVELOPMENT STANDARDS
Minimum lot size
Maximum site coverage
Front yard setback
Side yard setback
Rear yard setback
Height limit*
M-l
Industrial Park
One acre
60 percent
20 percent of lot depth
10 percent of lot width
(total). Minimum
15 feet per side.
None required
Two stories (35 feet)
M-2
Limited Industrial
20,000 square feet
65 percent
15 percent of lot depth
10 percent of lot width
(total). Minimum
10 feet per side.
None required
Two stories (35 feet)
M-3
General Industrial
15,000 square feet
75 percent
10 percent of lot depth
10 percent of lot width
(total). Minimum
10 feet per side.
None required
Two stories (35 feet)
*May be increased by increasing yard area.
-------
The Western Processing site lies within the valley floor
subarea. The site and the property to the north, south, and
east are designated for industrial use in the comprehensive
plan. The property to the west is designated for light in-
dustry. These designations are consistent with the current
zoning designations in the area shown in Figure 18. The
City of Kent is not anticipating or planning a change in
present development patterns in the area as represented by
zoning and existing uses.
The main planning issues in the valley floor subarea plan
that relate to the Western Processing site are:
o Providing storm drainage and retention systems
that use the natural drainage system
o Restoring, preserving, and enhancing water quality
and biotic habitat
o Developing land uses compatible with existing bike
trail systems
These issues are described in the goals and objectives of
the valley floor subarea plan and will be used to evaluate
development on the Western Processing site and adjacent
property when development is proposed.
STORMWATER
The City of Kent engineering department has been studying
flooding problems and stormwater management in the Kent Valley
for several years. Flooding has always occurred in the valley,
partly because the valley is the natural flood plain for the
Green River, and also because of saturated soils in the valley,
a high water table, and insufficient capacity in the present
drainage system. According to the City of Kent, flooding
has been aggravated by increased stormwater flows into the
valley from development of the East Hill area.
In the early 1960's, the Soil Conservation Service (SCS)
developed a flood plain plan for the valley that involved
major widening of Mill Creek. The City of Renton has con-
structed portions of this plan, but at this time, the City
of Kent does not expect to implement the SCS flood plain
plan. The federal government will pay for the actual con-
struction costs of implementing the plan, but not the cost
of acquiring the property adjacent to the stream segments to
be widened. The City of Kent believes this part of the proj-
ect will be too costly for the City to undertake.
The City of Kent is analyzing several alternatives for con-
trolling stormwater and expects to make a recommendation to
61
-------
the city council for adoption of a plan this fall. The
preferred alternative at this time involves using an exist-
ing, but unused treatment plant (about 2 miles south of the
Western Processing site) for stormwater detention and di-
verting flows from Mill Creek into the storage facility dur-
ing periods of high flows. Other alternatives involve
removing channel constrictions, reconstructing and widening
portions of the channel banks, and providing other regional
storage facilities. The Western Processing site could be
affected by channel modifications although the exact loca-
tion of possible channel widening to increase its capacity
has not been determined.
The current City of Kent Surface Water and Drainage Code
(Ordinance No. 2130) is designed to reduce peak stormwater
flows from new development. The ordinance applies to all
projects that require city permits, such as a grading permit
or substantial development permit (shoreline development
permit). The ordinance requires that stormwater retention
and detention facilities are provided to handle stormwater
volumes generated during a 25-year storm, and discharge from
the site is to be limited to the predevelopment release rate
during a 10-year storm (storm duration is designated by the
public works department).
The current stormwater ordinance was substituted by a more
strict, temporary ordinance between October 1982 and October
19 83. This ordinance was in place while stormwater manage-
ment studies were being undertaken by the City of Kent. The
current ordinance may be revised following the adoption of
an alternative from the Stormwater Drainage Master Utility
Plan.
LAND USE
OWNERSHIP AND EXISTING DEVELOPMENT
Figure 19 shows the ownership and land use of the parcels
immediately adjacent to the project site. The privately
owned developments are primarily light industry and ware-
houses. Publicly held land includes street rights-of-way
and the interurban bike trail. In addition, there are sev-
eral vacant adjacent privately-owned properties.
FUTURE DEVELOPMENT PLANS
Private development projects adjacent to the site are gener-
ally being delayed until the extent of offsite contamination
^"The analyses of the stormwater alternatives are contained
in Draft Storm Drainage Master Utility Plan, URS Engineersf
1984.
62
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VACANT
(BITNEY/GROUWS)
J&&JI
•w-' TrrJ
OFFICE/WAREHOUSE
(CENTURV OFFICE PARK)
JiSiiii;
MATERIALS STORAGE
(STANDARD ECUIPMENT, INC.
VACANT
(CORPORATE PROPERTIES INVESTORS)
- OFFICE/WAREHOUSE §
L (CORPORATE PROPERTIES INVESTORS) I
WESTEFN PROCESSING
Kent, Washington
-------
is determined. The property owners to the north (5 ,acres)
and the west (16 acres) have recently developed plans for
office and warehouse developments similar to others in the
area. The property owners have been told that development
of their property cannot occur, until the extent of offsite
contamination is determined. The property-owners believe
that it may be too costly to postpone development of their
property but also too costly to undertake the remedial
actions that might be necessary before they are able to
develop their property.
There are1 no specific development plans for" the property to
the south of the site which is: owned by Corporate Properties
Investors. The owners intend ,to develop the property in the
future with warehouses or othe|r industrial uses, but at this
time the specific development and timing of construction
have riot been determined.
If the current property owners are not able to realize their
development plans, the uses that may be developed by future
owners consistent with the zoriing and comprehensive plan are
listed in Table 8.
Adjacent property to the north, south, and west developed
under existing regulations could consist of light industrial
uses and business parks. To tjlie east (beyond the bike path,
railroad, and PSP&L right-of-way), more intensive industrial
uses with less restrictive development standards could be
developed.
The City of Kent has long-range plans for the property under
its control adjacent to the site. The City's Comprehensive
Transportation Plan includes eventual expansion of South :
196.th Street adjacent to the site to a major east and west
arterial across the Kent Valley. The plans include widening
the road to five lanes and constructing a viaduct across the
bike trail and railroad tracks. The current 6-year trans-
portation plan includes an environmental assessment 'and
route location study for this project. If the City pursues
the project, it would be constructed in approximately
10 years.
Seventy-second Avenue South was recently extended to the
southern boundary of the project site. It dead ends there
and resumes about 1/2 mile north of the site. As develop-
ment occurs in the area, the City of Kent intends to extend
this street and the utilities in it. At this time the
alignment of the road has not:been selected, but two consi-
derations, which will enter into the location decision are
(1) a'warehouse north of S 196th Street lies in the proposed
path of the 72nd Avenue connection and will have to be
removed or the road curved toiavoid it and (2) the value of
a narrow parcel of.land adjacent to the western boundary of
64
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the Western Processing will be decreased if it is used as a
street right-of-way. In order to avoid these problems, the
City has considered curving the street slightly to the east
onto the Western Processing site. The City has no definite
plans to extend 72nd Avenue and will only do so when in-
creased development in the area requires it.
The interurban bike trail extends along the east boundary of
the Western Processing site. This segment was recently
paved, and there are no plans to improve it further.
65
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BIBLIOGRAPHY
1. Beus, A. A., and S. V. Grigorian. Geochemical Explora-
tion Methods for Mineral Deposits. Applied Publishing,
Ltd., Wilmette, Illinois. 1977.
2. Bond, F.W., C.M. Smith, J.M. Dowsburg, C.J. English.
Application of Groundwater Modeling Technology for
Evaluation of Remedial Action Alternatives, Western
Processing Site, Kent, Washington. Prepared by
Battelle Project Management Division, Office of Hazar-
dous Waste Management, for U.S. Environmental Pro-
tection Agency, Office of Research and Development,
Municipal Environmental Research Laboratory,
Cincinnati, Ohio. September 1984.
3. Brady, N. C. The Nature and Properties of Soils.
MacMillan Publishing Company, Inc., New York. 1974.
4. CH2M HILL. Interim Offsite Remedial Investigation
Report. Western Processing, Kent, Washington. Pre-
pared for EPA WA37-0L16.0, 100 pp. October 1983.
5. CH2M HILL. Quality Assurance Project Plan, Western
Processing, Kent, Washington. EPA No. 37.0L16.2,
41 pp. 1984.
6. CH2M HILL. Onsite Contamination Distribution Analysis,
Western Processing, Kent, Washington. Produced for EPA
WA 37-0L16.0. October 1983.
7. Ecology and Environment, Inc. Memorandum from Stephen
Testa and Katherine Lombardo to John Osborn, EPA.
Installation of Four Groundwater Monitoring Wells,
Western Processing Company, Kent, Washington. TDD
RIO-8302-03. (DW-31 through DW-34) June 8, 1983.
8. Hart Crowser and Associates, Inc. Final Report Hydro-
geologic Assessment, Western Processing, Kent,
Washington. Prepared for GCA Technology Division,
Bedford, Massachusetts. EPA No. 68-01-6769. Octo-
ber 16, 1984.
9. Luzier, J. E. Geology and Groundwater Resources of
Southwestern King County, Washington. Washington
Department of Water Resources Water Supply Bulletin
No. 28, 260 pp., map scale 1:48,000. 1969.
67
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10. Miller, W., S. Peterson, J.G. Greene, and C.A.
Callahan. Draft Report. Comparative Toxicology of
Hazardous Waste Site Bioassessment Test Organisms.
U.S. Environmental Protection Agency, Corvallis
Environmental Research Laboratory, Corvallis, Oregon.
September 1984.
11. Municipality of Metropolitan Seattle (Metro). RAMIX II
Data Base System. Surface Water Quality Data Collected
Along Mill Creek. (unpublished) 1977 to 1981.
12. Schmidt, C.E., and R. Vandervort. Summary of the
Nature and Extent of Contamination Present on Standard
Equipment, Inc., Property in Kent, Washington. Radian
Corporation, Sacramento, California, October 31, 1984.
13. U.S. Environmental Protection Agency, Region X, En-
vironmental Services Division, Field Operations and
Technical Support Branch. Water Quality Data for Mill
Creek Survey. (unpublished) January 1984.
14. U. S. Environmental Protection Agency, Region X. News
Release on Groundwater Contamination Data. Septem-
ber 26, 1983.
15. U.S. Environmental Protection Agency, Region X, En-
vironmental Services Division. Investigation of Soil
and Water Contamination at Western Processing, King
County, Washington, Parts I and II. May 1983.
16. U.S. Environmental Protection Agency. Memorandum from
Spencer A. Peterson, Hazardous Materials Assessment
Team to Bob Courson, Region X, Environmental Services
Division. Preliminary Bioassay Results on Western Pro-
cessing Samples Submitted to CERL. No date.
17. U.S. Environmental Protection Agency, Region X, Report
of Western Processing Vicinity Survey. May 20 to 21,
1982. July 22, 1982.
18. . Western Processing Alternatives Assessment
Study, 1983 Data Report. April 1984.
19. Washington State Department of Ecology. Storett Data
Base, Monthly Ambient Water Quality Sampling Program,
Mill Creek Sampling Sites. No. 09E090 and No. 09E070.
April 1984 to date.
20. Wolf, F., C. Mitrani, T. Tobin, and J. Osborn. Western
Processing Investigation, September 1982 to November
1982. Environmental Services Division, U.S. Environ-
mental Protection Agency - Region X. 1982.
68
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Yake, William. Washington State Department of Ecology.
Personal Communication. October 24, 1984.
69
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APPENDIX A.
List of Drums Containing Materials
Generated During the Western Processing
Remedial Investigation
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1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Appendix A
LIST OF DRUMS CONTAINING MATERIALS
GENERATED DURING THE WESTERN PROCESSING
REMEDIAL INVESTIGATION
May to June 1984
Drum
Identification
Number Drum Contents
WP-MB-01-0 to 15 Drill
WP-MB-01-15 to 30 Drill
WP-MB-01-30 to 38-1/2 Drill
WP-MB-01-38-1/2 to 49 Drill
WP-MB-01-49 to 60 Drill
WP-MB-01-60 to 70 Drill
WP-MB-01-70 to 80 Drill
WP-MB-01-80 to 89 Drill
WP-MB-01-89 to 95 Drill
WP-MB-01-95 to 100 Drill
WP-MB-01-95 to 100 Drill
WP-MB-02-0 to 19 Drill
WP-MB-02-19 to 34 Drill
WP-MB-02-34 to 41 Drill
WP-MB-02-41 to 54 Drill
WP-MB-02-54 to 60 Drill
WP-MB-02-54 to 60 Drill
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
cuttings and bailed water
A-1
-------
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
WP-MB-02-54 to 60
WP-MB-03-0 to 20
WP-MB-01
WP-MB-02
WP-MB-01, 02
WP-MB-03-20 to 30
WP-MB-02, 03
WP-MB-03-30 to 44
WP-MB-03-44 to 60
WP-MB-03-60 to 65
WP-MB-03-65 to 72
WP-MB-03-72 to 80
WP-MB-03-80 to 85
WP-MB-03-85 to 95
WP-MB-03-95 to 100
WP-SB-04-0 to 34
WP-SB-05-0 to 39
WP-SB-05-0 to 39
WP-SB-06-0 to 39
WP-SB-06-0 to 39
WP-IB-01-0 to 40
WP-IB-01-40 to 60
WP-IB-01-40 to 60
WP-SB-11-0 to 29
WP-SB-11-0 to 29
WP-SB-11-0 to 29
WP-IB-02-0 to 59
Drill cuttings and bailed water
Drill cuttings and bailed water
Disposable clothing and gear
Disposable clothing and gear
Disposable clothing and gear
Drill cuttings and bailed water;
Disposable clothing and gear
Drill
cuttings
and
bailed
water
Drill
cuttings
and
bailed
water
Drill
cuttings
and
bailed
water
Drill
cuttings
and
bailed
water
Drill
cuttings
and
bailed
water
Drill
cuttings
and
bailed
water
Drill
cuttings
and
bailed
water
Drill
cuttings
and
bailed
water
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
-------
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
WP-IB-02-0 to 59
WP-IB-02-0 to 59
WP-IB-02, SB-11,
SB-09
WP-SB-09-0 to 20
WP-SB-09-20 to 34
WP-SB-09-20 to 24
WP-SB-12-0 to 24
WP-SB-12-24 to 29
WP-IB-02, SB-09
WP-SB-09, SB-11
WP-SB-11, SB-12
WP-SB-07-0 to 34
WP-SB-07-0 to 34
WP-SB-07-0 to 34
WP-SB-07, 08, 10, 12
WP-SB-08-0 to 29
WP-SB-08-0 to 29
WP-SB-08-0 to 29
WP-IB-02, SB-07, 08,
09, 10, 11, 12
WP-SB-12-24 to 29
WP-SB-08, 12
WP-SB-07, 10
WP-SB-07, 10
Auger cuttings
Auger cuttings
Sampling equipment and personnel decon-
tamination water
Auger cuttings
Auger cuttings
Auger cuttings
Auger cuttings
Auger cuttings
Drilling equipment decontamination water
Drilling equipment decontamination water
Drilling equipment decontamination water
Auger cuttings and ground cover
Auger cuttings
Auger cuttings
Sampling equipment and personnel decon-
tamination water
Auger cuttings
Auger cuttings
Auger cuttings
Disposable clothing and gear
Auger cuttings
Drilling equipment decontamination water
Drilling equipment decontamination water
Disposable clothing and contaminated plastic
ground cover
A-3
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68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
WP-SB-10-0 to 29
WP-SB-10-0 to 29
WP-SB-18
WP-SB-13
WP-SB-18-0 to 29
WP-SB-18-0 to 29
WP-SB-18
WP-SB-13-0 to 29
WP-SB-13-29 to 34
WP-SB-13-29 to 34
WP-SB-13
WP-SB-15-0 to 29
WP-SB-15-0 to 29
WP-SB-15-0 to 29
WP-SB-14-0 to 39
WP-SB-14-0 to 39
WP-SB-14-0 to 39
WP-SB-14-0 to 39
WP-SB-14
WP-SB-16
WP-SB-16-0 to 29
WP-SB-16-0 to 29
WP-SB-16-0 to 29
WP-SB-17
Auger cuttings
Auger cuttings
Drilling equipment decontamination water
Drilling equipment decontamination water
Auger cuttings
Auger cuttings
Contaminated plastic ground cover
Auger cuttings
Auger cuttings
Auger cuttings and contaminated plastic
ground cover
Drilling equipment decontamination water
Auger cuttings
Auger cuttings
Auger cuttings and contaminated plastic
ground cover
Auger cuttings
Auger cuttings
Auger cuttings
Auger cuttings
Drilling equipment decontamination water
Drilling equipment decontamination water
Auger cuttings
Auger cuttings and contaminated plastic
ground cover
Auger cuttings
Drilling equipment decontamination water
A-4
-------
92
93
94
95
96
97
' 98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
WP-SB-17-0 to 34
WP-SB-17-0 to 34
WP-SB-17-0 to 34
WP-SB-13, 15, 16
17, 18
WP-SB-17
WP-SB-03-0 to 34
WP-SB-03-0 to 34
WP-SB-03-0 to 34
WP-SB-02-0 to 29
WP-SB-02-0 to 29
WP-SB-02-0 to 29
WP-SB-01-0 to 29
WP-SB-01-0 to 29
WP-SB-01-0 to 29
WP-SB-19-0 to 29
WP-SB-19-0 to 29
WP-SB-19-0 to 29
WP-SB-19-0 to 29
WP-SB-20
WP-SB-20
WP-SB-20-0 to 29
WP-SB-20-0 to 29
WP-IB-03-0 to 59
WP-IB-03-0 to 59
WP-IB-03-0 to 59
Auger cuttings and contaminated plastic
ground cover
Auger cuttings
Auger cuttings
Disposable clothing and gear
Drilling equipment decontamination water
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Auger
cuttings
Drilling equipment decontamination water
Drilling equipment decontamination water
Auger cuttings
Auger cuttings
Auger cuttings
Auger cuttings
Auger cuttings
-A-5
-------
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
WP-IB-03-0 to 59 Auger cuttings
WP-IB-03-0 to 59 Auger cuttings
WP-MB-01 Development water
WP-MB-01 Development water
WP-MB-01 Development water
WP-MB-02 Development water
WP-MB-02 Development water
WP-MB-02 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-MB-03 Development water
WP-SB-13, 14, 15, 16, Disposable clothing and contaminated plastic
17, 18 ground covers
WP-MB-03 Disposable clothing and gear
WP-MB-03 Disposable clothing and gear
WP-MB-03 Disposable clothing and gear
WP-MB-03 Disposable clothing and gear
WP-MB-01 Purge water
WP-MB-01 Purge water
WP-MB-01 Purge water
WP-MB-02 Purge water
A-6
-------
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
WP-MB-02
WP-CSL-Holding tank
WP-CSL-Holding tank
WP-CSL-Holding tank
WP-SB-15
WP-MI-Disp.
WP-PB-05-0 to 18
WP-MI-Disp.
WP-MI-Disp.
WP-MI-Disp.
WP-MW-35
WP-MW-35
WP-MW-35
WP-MW-34
WP-MW-34
WP-MW-34
WP-MI-Disp.
WP-MI-Disp.
WP-MI-Disp.
WP-MI-Disp.
WP-MI-Disp.
WP-MI-Disp.
WP-MI-Disp.
WP-MI-Disp.
Purge water
Lab glassware wash water
Lab glassware wash water
Lab glassware wash water
Equipment decon water
Disposable clothing and gear
Drill cuttings and bailed water
Disposable clothing and gear mixed
with water
Disposable cloghting and gear mixed
with water
Disposable clothing and gear mixed
with water
Purge Water
Purge Water
Purge Water
Purge Water
Purge Water
Purge Water
Disposable clothing and gear
Decontamination water
Disposable clothing and gear
Disposable clothing and gear
Disposable clothing and gear
Disposable clothing and gear
Decontamination water
Disposable clothing and gear
A-7
-------
In addition to the above-listed drum, there are two drums 5-1
and 5-2, generated by the JRB Company currently being stored
on the site. These drums are not for disposal. Each drum is
clearly marked and will be shipped to the address listed below
in the summer of 1984.
Attention: Joe Burkhart
US EPA
Center Hill Facility
5995 Center Hill Rd
Cincinatti, Ohio 45224
Shipper:
John Herrmann
USEPA
A-8
-------
APPENDIX B.
Boring Logs for Monitoring Borings,
Intermediate Borings, Shallow Borings,
Deep Borings
-------
Depth
Below
Surface
(ft)
MB-01 (5/8/84-5/11/84)
0-15 Brown silty SAND, sand fine, loose
15-20 Brown silty SAND, sand fine, slightly cohesive
20-30 Blackish-brown SAND with interlayered silt and
clay, sand fine to medium
30-55 Dark gray silty SAND, sand fine to medium
55-75 Dark gray SAND with trace silt, sand fine to
medium
75-90 Gray SAND, fine to medium
90-100 Gray silty SAND, sand fine to medium
MB-02 (5/14/84-5/15/84)
0-15 Gray-brown clayey sandy SILT, sand fine
15-35 Brown silty SAND, sand fine
35-45 Gray silty SAND, sand fine to medium
45-60 Gray SAND with trace silt, sand medium, occasional
wood fragments
MB-03 (5/17/84-5/18/84)
0-5 Brown sandy SILT with some angular gravel (up to
3/4 inch), sand fine to medium, soil stained near
surface
5-15 Grayish-brown clayey SILT with black cinders
15-25 Grayish-brown clayey SILT with some fine sand
25-40 Gray silty SAND, sand fine to medium, some wood
fragments
40-55 Gray medium SAND with some wood fragments
55-70 Gray silty SAND, sand medium
70-80 Gray silty SAND, sand fine to medium
B-l
-------
Depth
Below
Surface
(ft)
80-100 Gray silty SAND, sand fine to medium, with varying
amounts of wood fragments
IB-01 (5/23/84)
0-4 Gray-brown SILT with some sand near surface,
mottled due to iron staining, abundant organic
material
4-9 Gray clayey SILT with some iron-stained mottling
9-14 Gray fine to medium SAND interlayered with sandy
silt layers
14-19 Gray SILT with some fine sand, abundant wood
fragments
19-24 Gray silty fine SAND with abundant wood fragments
24-29 Gray fine sandy SILT with abundant wood fragments
29-34 Gray clayey SILT with abundant wood fragments
34-39 Gray silty SAND, sand fine to medium, interlayered
fine sandy silt zone
39-64 Black fine SAND
IB-Q2 (5/24/84)
0-4 Brown silty SAND, gravelly near surface, sand fine
to medium
4-9 Gray silty SAND to 8 feet, gray silty CLAY, to
9 feet
9-14 Brownish-gray SILT, slightly cohesive
14-19 Bluish-gray silty CLAY, one-inch layer of organic
material
19-24 Gray SILT, 1/2-inch layer of organic material,
slightly cohesive
24-29 Interlayered gray silty fine SAND and gray clayey
SILT, cohesive in clayey zones
B-2
-------
Depth
Below
Surface
(ft)
29-34
34-44
44-49
49-59
0-4
4-9
9-24
24-29
29-34
34-39
39-44
44-49
49-54
54-59
0-4
4-14
Black fine SAND, 2-inch layer of dark gray SILT at
34 feet
Interlayered gray fine SAND and gray cohesive
SILT, silt layers approximately one inch thick
Gray SILT, 2-inch layer of black fine SAND
Dark gray fine to medium SAND
IB-03 (6/7/84)
Grayish-brown silty gravelly SAND with abundant
organic material grading through a brown sandy
SILT to a gray SILT with some CLAY, sand fine
Grayish-brown sandy SILT, sand fine, slightly
cohesive
Gray fine to medium SAND with some silt
Gray silty SAND, sand fine to medium
Gray fine to medium SAND with some silt
Gray silty medium SAND grading to a clayey SILT,
strongly cohesive in lower part
Gray clayey SILT with some fine SAND, moderately
cohesive
Gray clayey SILT with abundant wood fragments,
abrupt change at 48 feet to gray medium SAND with
some silt
Gray silty SAND, sand finer at top, becoming grad-
ually coarser towards bottom, some wood fragments
Gray medium SAND with trace silt
SB-01 (6/5/84)
Brown sandy SILT with some gravel
Gray sandy SILT with reddish-brown mottling, sand
fine
B-3
-------
Depth
Below
Surface
(ft)
14-19 Gray sandy SILT, sand fine to medium
19-29 Gray sandy SILT, sand fine
SB-02 (6/4/84)
0-4 Grayish-brown sandy SILT, sand fine to medium,
some gravel, abundant organic material
4-9 Gray SILT, brown mottling, some fine sand, occa-
sional wood fragments
9-14 Gray sandy SILT with some clay, sand medium,
slightly cohesive
14-24 Gray sandy clayey SILT, sand fine, strongly cohe-
sive, occasional layers of bluish organic material
24-29 Gray sandy SILT with some clay, sand fine to
medium
SB-03 (6/4/84)
0-4 Brown sandy, gravelly SILT, sand fine to medium
4-9 Brownish-gray silty SAND, sand medium
9-14 Gray clayey SILT, strongly cohesive
14-24 Gray sandy SILT, sand fine
24-34 Gray sandy SILT, sand fine to medium, some wood
fragments
SB-04 (5/21/84)
0-4 Brown clayey SILT with gray streaks, some woody
fragments
4-9 Gray sandy SILT, sand fine
9-14 Gray clayey SILT with some fine sand
14-24 Gray silty SAND, sand fine to medium
24-30 Gray SILT with some clay
30-33 Gray silty SAND, sand fine to medium
33-34 Gray clayey SILT, little sand
B-4
-------
Depth
Below
Surface
(ft)
SB-05 .(5/21/8 4)
0-4 Brown sandy SILT, sand medium
4-9 Light brown clayey SILT, some localized iron
staining
9-14 Gray clayey SILT
14-19 Interbedded gray silty SAND and brownish-gray
clayey SILT, abundant wood fragments
19-29 Black SAND, little silt
29-34 Dark grayish-brown SILT, with trace fine sand,
large wood fragments
34-39 Dark grayish-brown SILT with some fine sand
SB-06 (5/22/84)
0-4 Brown clayey SILT with some fine sand, localized
iron staining, abundant organic matter
4-9 Blue-gray SILT with some clay, some wood fragments
9-14 Dark gray clayey SILT with some fine sand
14-24 Dark gray silty SAND, sand fine to medium, inter-
layered with sandy silt, wood fragments present
24-34 Gray SILT with some fine sand, tight, wood frag-
ments common
SB-07 (5/30/84)
0-4 Brownish-gray clayey SILT grading to a gray medium
SAND with trace silt
4-9 Gray silty medium SAND grading to a gray clayey
SILT with trace fine sand, moderately cohesive
9-14 Gray silty SAND, sand fine to medium
L4-19 Gray sandy SILT, sand fine, abrupt change to a
cohesive clayey silt
B-5
-------
Depth
Below
Surface
(ft)
19-24 Gray sandy SILT, sand fine
24-29 Gray clayey SILT, with a sandy silt zone, sand
fine
29-34 Gray silty SAND, sand fine
SB-08 (5/29/84)
0-4 Grayish-brown silty SAND with some gravel in upper
part, sand fine to medium, gravel up to one inch
4-9 Gray silty medium SAND grading to a fine sandy
gray SILT
9-29 Gray SAND with trace silt, sand fine to medium,
primarily medium
SB-09 (5/25/84)
0-4 Brownish-gray gravelly SILT, some iron staining,
cohesive, abrupt change at 3-1/2 feet to black
fine SAND with some silt
4-14 Gray to grayish-brown SILT with some fine sand,
occasional wood fragments, slightly cohesive
14-19 Grayish-brown silty CLAY, strongly cohesive
19-24 Buff silty CLAY, moderately cohesive
24-33 Dark gray silty SAND, sand fine
33-34 Gray silty CLAY, large wood fragments, moderately
cohesive
SB-10 (5/25/84)
0-4 Reddish-brown medium SAND with trace silt, some
gravel near surface
4-9 Gray clayey SILT with some fine sand, slightly
cohesive
9-14 Gray silty SAND, sand fine to medium, occasional
wood fragments, dry
14-19 Greenish-gray clayey SILT with intrabedded sandy
zone
B-6
-------
Depth
Below
Surface
(ft)
19-24
24-29
0-4
4-9
9-14
14-19
19-24
24-29
0-4
4-9
9-29
0-4
4-14
14-34
Gray sandy SILT, sand fine, small wood fragments,
moderately cohesive
Gradual gradation from a gray fine to medium silty
SAND through a moderately cohesive sandy SILT to a
¦brownish black, strongly cohesive clayey SILT,
very dry at bottom.
SB-11 (5/25/84)
Brownish-gray silty SAND, sand fine, occasional
gravel near surface
Gray silty CLAY with mottled appearance from iron
staining, cohesive, 2-inch layer of dark gray silt
Dark gray silty fine SAND
Dark brownish-gray silty CLAY, 2-inch layer of
black fine SILT at bottom
Grayish-black silty SAND, sand fine, occasional
wood fragments,- 2-inch layer of brownish-gray co-
hesive silty CLAY at top
Dark gray SILT, soft
SB-12 (5/29/84)
Gray sandy SILT, sand fine, moderately cohesive
Interlayered gray fine sandy SILT and silty medium
SAND, some wood fragments
Gray SAND with some silt, sand fine to medium,
primarily medium, occasional wood fragments
SB-13 (5/31/84)
Brown clayey sandy SILT with some gravel, sand
fine, some broken concrete
Gray silty SAND, sand fine to medium, primarily
medium near 14 feet, occasional wood fragments
Gray medium SAND with some silt, large wood frag-
ments at 19 and 24 feet
B-7
-------
Depth
Below
Surface
(ft)
SB-14 (6/1/84)
0-4 Brownish-black sandy SILT at surface grading
through a reddish-brown medium SAND to a gray
sandy SILT, sand fine
4-14 Gray silty SAND, sand medium to fine
14-19 Gray SAND with some silt, sand medium to fine
19-24 Gray SAND with trace silt, sand medium to coarse
24-29 Gray medium SAND with some 1/4-inch rounded
gravel, thin brown silty SAND layer near 28 feet
29-39 Gray silty SAND with abundant wood fragments, sand
fine to medium
SB-15 (6/1/84)
0-4 Grayish-brown gravelly sandy SILT, sand medium
4-9 Grayish-brown sandy SILT, sand fine to medium,
moderately cohesive
9-29 Gray fine to medium SAND with trace silt. Abrupt
transition at 28 feet to a brown silt with some
clay, occasional wood fragments
SB-16 (6/2/84)
0-4 Grayish-brown sandy SILT with some gravel grading
to a medium SAND with some silt
4-9 Brown silty SAND, sand medium
9-14 Gray sandy SILT, sand fine
14-19 Brownish-gray silty SAND, sand medium, large wood
fragments
19-24 Gray silty SAND, sand fine to medium, large piece
of wood from 22 feet to 24 feet
24-29 Gray medium SAND with some silt, abundant wood
chips
B-8
-------
Depth
Below
Surface
(ft)
0-4
4-9
9-14
14-19
19-24
24-29
29-34
0-4
4-14
14-19
19-24
24-29
0-4
4-9
SB-17 (6/2/84)
Brownish-gray silty SAND, gravelly near surface,
sand fine to medium
Brown silty fine to medium SAND
Gray sandy SILT, sand fine, slightly cohesive
One- to 2-inch interlayered sandy SILT and silty
SAND, sand fine to medium
Gray clayey SILT grading to a brownish-gray silty
SAND, sand fine to medium
Gray silty fine SAND7,. abrupt change at 28 feet to
gray fine sandy SILT
Gray medium SAND with some silt
SB-18 5/31/84)
Brown clayey SILT with some fine sand, gravelly
near surface, thin gray silt layer at 3 feet
Grayish-brown SAND with some silt, sand fine to
medium
Gray SILT grading to a medium sandy SILT, occa-
sional clayey zones
Gray medium SAND with some silt
Gray interlayered sandy SILT and silty SAND, sand
fine, abundant wood fragments, sulfide odor
SB-19 (6/5/84)
Brown sandy SILT, some wood fragments
Gray silty SAND with orange mottling, one-inch
interlayered reddish-orange sandy SILT, some wood
fragments
B-9
-------
Depth
Below
Surface
(ft)
9-14 Dark gray sandy SILT
14-19 Interlayered brown sandy SILT and gray silty SAND,
occasional wood fragments
19-24 Dark gray medium SAND
24-34 Gray sand SILT with some wood fragments
34-39 Dark gray silty SAND
39-46 Dark gray SAND with some silt
SB-20 (6/6/84)
0-4 Brown fine to medium SAND with abundant wood frag-
ments, shallow silty zone near surface
4-9 Gray sandy SILT grading through a brown SAND with
some silt to a gray SAND with some silt, brown
mottling in silty zones
9-14 Gray silty SAND, sand fine
14-19 Gray SILT with black wood fibers
19-24 Gray sandy SILT, moderately cohesive
24-29 Gray silty SAND, sand fine to medium, one-inch
layer of sandy SILT
DB-01 (5/24/84-6/1/84)
0-10 Gray sandy SILT, sand fine
10-20 Gray silty SAND, sand fine to medium
20-50 Gray clayey SILT with woody fragments, cohesive
50-69 Gray silty SAND, sand medium, weakly cemented
69-78 Dark gray slightly silty SAND, sand medium
78-90 Dark gray clayey SILT with some fine sand,
cohesive
90-103 Dark gray sandy SILT, sand fine
103-106 Dark gray slightly clayey sandy SILT, sand fine
B-10
-------
Depth
Below
Surface
(ft)
106-137
137-147
147-325
325-365
B-ll
Dark gray SAND with some silt, sand fine to med-
ium, some woody fragments
Gray silty SAND with some clay, sand fine to
medium
Dark gray SILT with intermittent clayey zones,
some sand fine to medium, primarily medium, loose
to slightly cohesive
Gray clayey silt with occasional trace of fine
sand, cohesive
-------
APPENDIX C.
Borehole Elevation Data
-------
Appendix C
BOREHOLE ELEVATION DATA
(All Elevations in Feet Above Mean Sea Level)
Boring Number
On-site Monitoring Wells
MB-01
MB-02
MB-03
Elevation
of Ground
25.45
25.42
25.17
Elevation
Top
of Casing
27.27
27.23
26.63
Elevation Top of
Protective Casing
27.97
27.67
26.89
Deep Off-Site Monitoring Well
DB-01
22.14
23.95
NA
Piezometers
PB-01
24.78
26.56
26.63
PB-02
20.66
23.47
23.64
PB-03
23.79
23.19
23.42
PB-04
25.73
28.15
28.25
PB-05
22.05
23.79
24.29
PB-06
23.89
25.77
26.06
PB-07
22.90
24.77
25.01
PB-08
25.36
27.08
27.45
Shallow Borings*
SB-01
24.55
SB-02
25.44
SB-03
25.60
SB-04
19.94
SB-05
22.02
SB-06
17.64
SB-07
24.1**
SB-08
23.1**
SB-09
22.8**
SB-10
24.2**
SB-11
21.5**
SB-12
23.6**
SB-13
23.87
SB-14
22.76
SB-15
23.35
SB-16
22.59
SB-17
23.53
SB-18
24.26
SB-19
21.75
SB-20
23.97
Intermediate Depth Borings
IB-01
21.17
IB-02
21.8**
IB-03
23.93
~Protective casings were not installed. Only ground elevations were
taken.
**Elevation estimated from topographic map.
C-l
-------
APPENDIX D.
CH2M HILL Close-Support
Laboratory Analytical Methodology
-------
SCREENING ANALYSIS OF SOILS FOR ORGANIC CONSTITUENTS
1. Application: This is a gas chromatographic method appli-
cable to screening analysis for organic constituents in
soil samples at the Western Processing site. The method
is based on EPA Test Methods 8010 (Halogenated Volatile
Organics) and 3550 (Sonication Extraction).
2. Target Compounds; Methylene Chloride, CH-Cl-
Trichlorethylene, C2HCI3
Tetrachloroethylene, ^Cl^
3. Summary of Method; A measured quantity of soil, approx-
imately 25 gms, is weighed out in a VOA vial and solvent
extracted with 10 ml or less of a suitable solvent
(pentane, iso octane, hexane, etc.). The soil and
solvent are sonically mixed and extracted in a high
wattage ultrasound cup. The solvent extract layer is
recovered and an aliquot injected into the GC column.
GC configuration and operating conditions are described
herein which permit the separation and measurement of
the target compounds in the extract using flame ioniza-
tion detection (FID). Minimum detection limit is
expected to be 0.2 ppm (micrograms per gram) for the
target compounds in the soil samples.
4. Materials and Reagents.
4.1 A Hewlett-Packard model 5880A dual column, dual
flame ionization gas chromotograph (G.C.) with
electronic integrator.
4.2 G.C. columns; 10 percent SP 2100, 100/120 Supelco-
port 10-foot x 1/8-inch stainless steel or
equivalent.
4.3 Flame ionization detectors.
4.4 Syringes, as required for injection of sample
extracts.
4.5 Glassware, volumetric as required for preparation
of standards and sample analysis.
4.6 Ultrasound sonification unit; Heat Systems Ultra-
sonics, Inc., Model W-375 ultrasound generator
with cup probe.
4.7 Balances, top loading and analytical as needed for
preparation of standards and sample analysis.
4.8 Solvents; pentane, hexane, isoctane, etc. spectro-
grade as required for extraction of samples.
D-l
-------
4.9 Support gases: nitrogen, hydrogen and zero air
complete with regulators, chemical traps and fit-
tings for connection to G.C.
5. Calibration
5.1 Establish G.C. operating condition to produce res-
olution of target compounds.
5.2 External calibration with a minimum of three con-
centration levels for each constituent. One of
the standards shall be near the method detection
limit (MDL).
5.3 Working calibration shall be verified on each work-
ing day by measurement of one or more calibration
standard. If the response varies by more than
± 10 percent, the test shall be repeated with fresh
calibration standard or new calibration shall be
performed using freshly prepared standards.
6. Quality Assurance
6.1 The analyses described herein are intended as
screening analyses for the target compounds.
Quality assurance checks such as method valida-
tion, performance, and precision and accuracy will
be performed in the CH2M HILL laboratories prior
to use in field screening of samples.
7. Calculations
The concentration of target compounds in the soil
samples is calculated as follows:
r™ „rr/nm -
Cone, yg/gm -
where: A = amount of target compound found (ng)
Vi = volume of extract injected (ul)
Vt = volume of total extract (ml)
Ws = weight of sample (gm)
D-2
-------
SCREENING ANALYSIS OF SOIL FOR PHENOL AND BIS (2-ETHYL
HEXYL) PHTHALATE
1. Application: This is a gas chromatographic method
applicable to screening analysis of soil samples for
phenol and bis (2-ethyl hexyl) phthalate from the
Western Processing site. The method is based on EPA
Test Methods 8040 (phenols) and 8060 (phthalate
esters).
2. Target Compounds; Phenol
Bis (2-ethyl hexyl) phthalate
3. Summary of Method:
3.1 A measured quantity of soil, approximately 25 gms,
is weighed out in VOA vial or suitable container
and enough deionized water, roughly 5-10 ml, is
added to slurry the soil.
3.2 Bis (2-ethyl hexyl) phthalate extraction step:
the pH of the slurry is measured and, if required,
adjusted to between pH 7.0 and 7.5 with dilute
NaOH or I^SO^. 10 ml of methylene chloride is
added, the soil-slurry and solvent are sonically
mixed and extracted in a high wattage ultra sound
cup. A 1.0-ml portion of the methylene chloride
extract is recovered.
3.3 Phenol extraction step: Using the previously
extracted sample, 1.0 ml of methylene chloride is
added to make up the original 10-ml solvent
volume. Adjust the pH of the soil-slurry equal to
or less than 2.0 with H.SO^ mix and sonically
extract as previously discussed. A 1.0-ml portion
of the methylene chloride extract is recovered.
3.4 Extract analysis: The 1.0-ml volumes of the
extracts are combined and a suitable aliquot
injected into the G.C. column. The G.C. con-
figuration and operating conditions described
herein permit the separation and measurement of
phenol and bis (2-ethyl hexyl) phthalate using
flame ionization detection (FID). Minimum
detection limit is expected to be 0.1 ppm (micro-
grams per gram) for the target compounds in the
soil samples.
4. Materials and Reagents:
4.1 A Hewlett-Packard model 5880A dual column, dual
flame ionization, gas chromatograph with electronic
integrator.
D-3
-------
4.2 G.C. columns: 1 percent SP 1240 DA, 80/100
Supelcoport 10 foot x 1/8-inch stainless steel
(for phenol) and 10 percent SP 2100, 100/120
Supelcoport 10 foot x 1/8-inch stainless steel
(for phthalate).
4.3 Flame ionization detector.
4.4 Syringes, as required for injection of sample
extracts.
4.5 Glassware, volumetric, as required for preparation
of standards and sample analysis.
4.6 Ultra sound sonification unit; Heat Systems
Ultra-Sonics, Inc., model W-375 ultra sound genera-
tor with cup probe.
4.7 Balances, top loading and analytical as needed for
preparation of standards and sample analysis.
4.8 Support gases; nitrogen, hydrogen, and zero air
complete with regulators, chemical traps, and
fittings for connection to G.C.
4.9 Methylene chloride, spectrophotometry grade
4.10 Deionized water
4.11 Sodium hydroxide, reagent grade, dilute as
required
4.12 Sulfuric acid, regent grade, dilute as required
5. Calibration:
5.1 Establish G.C. operating conditions to produce
resolution of phenol and bis (2-ethyl hexyl)
phthalate.
5.2 External calibration with minimum of three concen-
tration levels for each compound. One of the
standards shall be near the method detection limit
(MDL).
5.3 Working calibration shall be verified on each
working day by measurement of one or more cali-
bration standards. If the response varies by more
than ±10 percent, the test shall be repeated with
fresh calibration standard or new calibration
shall be performed using freshly prepared standards.,
D-4
-------
6. Quality Assurance: The analyses described herein are
intended as screen analyses for the target compounds.
Quality assurance checks such as method validation,
performance, and precision and accuracy will be per-
formed in the CH2M HILL laboratories prior to use in
field screening of samples.
7. Calculations; The concentration of target compounds in
the soil samples is calculated as follows:
Cone, yg/gm 2(A) (Vt)
(Vi) (Ws)
Where: A = Amount of target compound found (ng)
Vi = Volume of extract injected (ul)
Vt = Volume of total extract (ml)
Ws = Weight of sample (gms)
2 = Dilution factor due to combining of
extracts
D-5
-------
SCREENING ANALYSIS OF SOIL SAMPLES FOR METALS
1. Application
This is an atomic absorption (A.A.) method applicable
to screening analysis of soil samples for metallic ele-
ments from the Western Processing Site. The method is
based on EPA Test Methods 3010 (Acid Digestion Procedure
for Flame Atomic Absorption Spectroscopy), 7190 (Chromium),
7520 (Nickel), 7950 (Zinc), 7420 (Lead), and 7130 (Cadmium).
2. Target Elements: Nickel, Ni Lead, Pb
Zinc, Zn Cadmium, Cd
Chromium, Cr
3. Summary of Method
A measured quantity of soil, approximately 5 gm, is
weighed out in a griffin beaker with a watch glass
cover. The samples are digested by treatment with
10 ml of 1+1 nitric acid, autoclaved for 45 minutes at
15 psig (251°F), and cooled. Add 5 ml of 30 percent
hydrogen peroxide and 10 ml of 1+1 hydrochloric acid.
The sample is heated on a hot plate until nitric acid
fumes have dissipated and the sample is completely
digested. The sample is cooled to room temperature,
transferred to 100 ml volumetric flask, diluted to the
mark with deionized water, and transferred to a suit-
able container. The sediments (if present) are allowed
to settle. The metal elements are analyzed by direct
flame aspiration into the A.A. Sample digestate is
diluted as required such that the analysis is within
the normal linear range of the element. The A.A.
operating conditions described herein permit measure-
ment of the target elements. Minimum detection limit
is expected to be 1.0 ppm (microgram per gram) for the
target elements.
4. Materials and Reagents
4.1 Atomic absorption system. Perkin-Elmer model 303
with strip chart recorder.
4.2 Hallow cathode tube lamps for Ni, Zn, and Cr.
4.3 Volumetric glassware as required for preparation
of standards and sample analysis.
4.4 Griffin beakers, 250-ml tall form with 100-mm
watch glass for sample digestions.
4.5 Hot plate; variable temperature control.
4.6 Autoclave
D-6
-------
4.7 Nitric acid; reagent grade, redistilled.
4.8 Hydrochloric acid; reagent grade.
4.9 Hydrogen peroxide, 30 percent.
4.10 Standards, stock solutions; 1000 ppm Ni, Zn and
Cr.
5. Calibration
5.1 Establish A.A. operating conditions including
nebulizer, lamp, burner head, flame, and ana-
lytical wave length so as to optimize absorbence
for each target element.
5.2 Develop calibration curve for each element with a
minimum of three concentration levels within the
normal linear range for that element. One of the
standards shall be near the method detection limit
(MDL).
5.3 Working calibration shall be verified each time a
lamp for an element is inserted or at the start of
each working day. Mid-range standards will be
analyzed along with every lot of 10 samples. If
response varies by more than + 10 percent the test
shall be repeated with fresh calibration standard
or a new calibration shall be performed using
freshly prepared standards.
6. Quality Assurance
The measurements described herein are intended as screen-
ing analyses for the target elements in soil. Quality
assurance checks such as method validation, performance,
and precision and accuracy will be performed in the
CH2M HILL laboratories prior to use in field screening
of samples.
7. Calculations
The concentration of target elements in the soil samples
is calculated as follows:
, (A) (Vt)
Cone, pg/gm = -
Ws
where: A = amount of target element found (yg/ml)
Vt = final volume of digestate (ml)
Ws = weight of sample (gm)
D-7
-------
APPENDIX E.
Summary of Close-Support
Laboratory Data
-------
Western Processing
Filename: Datal
Close Support Lab Field Data
July, 198*
ORGANICS DATA (UG/6)
BROlfffl
KTHYLBt
TRIDLORO-
TETRACHJJRO-
SAMPLE NO.
ELEVATION
CHLORIDE
ETHLYENE
ETHYLENE
PtENOL
UP-HB-01-0
25.5
NT
NT
NT
NT
HP-ffi-fll-5
ee.5
BMDL
0.3
t
t
WP-HB-01-10
15.5
BMDL
BMDL
t
*
WP-NB-01-15
ie.s
BMDL
BMDL
BMDL
BMDL
«Mffi-ei-20
5.5
BMDL
BMDL
BMDL
BMDL
WP-MB-01-25
8.5
BMDL
BMDL
BMDL
BHX.
NP-HB-fll-38
-4.5
BMDL
BMDL
BMDL
BMDL
HP-NB-C1-35
-9.5
BMDL
BMDL
BMDL
BMDL
WP-MB-81-40
-14.5
BMDL
BMDL
BMDL
BMDL
UP-ffl-01-45
-19.5
BMDL
BMDL
BMDL
BMDL
up-w-ei-H
-24.5
BMDL
BMDL
SOL
BMDL
UP-KB-fll-55
-29.5
BMDL
BMDL
BMDL
BMDL
«p-«B-0i-6e
-34.5
BMDL
BMDL
BMDL
BMDL
KP-MBH91-65
-39.5
BMDL
BMDL
BHDL
BMDL
WfH
-------
Western Processing
Filename: Datal
Close Support Lab Field Data
July, 1964
OREANICS DATA (LE/G)
GROUND
METHYLEIC
TRICHLORO-
TETRflQURO-
SAMPLE NO.
ELEVATION
CHLORIDE
ETHLYENE
ETHYLENE
PHENOL
WP-MB-03-34
-4.8
BMDL
BMDL
BMDL
BMDL
«P-ffi-«3-37
-9.8
BMDL
BMDL
BMDL
BMDL
WP-MB-03-40
-14.8
*
BMDL
BMDL
BMDL
MP-MB-03-45
-19.8
NT
NT
NT
NT
WfHB-03-50
-24.8
NT
NT
NT
NT
WP-MB-03-55
-29.8
NT
NT
NT
NT
UP-MB-03-60
-34.8
NT
NT
NT
NT
UP-KB-03-65
-39.8
NT
NT
NT
NT
WH
-------
Western Processing
Filenaie: Datal
Close Support Lab Field Data
July, 198*
OREANICS DATA IUB/E)
GROUND
METHYLENE
TRICH.ORO-
TETRACHLORO-
SAMPLE NO.
ELEVATION
OURIDE
ETH.YENE
ETHYLENE
WEND
WP-IB-02-8
21.8
BMDL
BMDL
BMDL
BMDL
UP-IB-82-4
17.8
BfflL
BMDL
BMDL
BMDL
WP-1B-02-9
12.8
BMDL
0.60
0.24
BMDL
HP-IB-82-14
7.8
NT
NT
NT
NT
WP-IB-02-19
2.8
BMDL
BMDL
BMDL
BMDL
UP-IB-02-24
-2.2
BMDL
BMDL
BMDL
BMDL
WHB-02-29
-7.2
BMDL
BMDL
BMDL
BMDL
HP-IB-82-34
-12.2
BMDL
BMDL
BMDL
BMDL
HP-IB-02-39
-17.2
BMDL
BMDL
BMDL
BMDL
HP-IB-02-44
-22.2
BMDL
BMDL
BMDL
BMDL
H1HB-02-49
-27.2
BMDL
BMDL
BMDL
BMDL
HP-IB-82-54A
-32.2
NT
NT
NT
NT
HP-IB-82-54B
-32.2
NT
NT
NT
NT
IIP-IB-02-59
-37.2
BMDL
BMDL
BMDL
BMDL
HP-IB-83-0
23.9
BMDL
BMDL
BMDL
BMDL
IWMB-83-4
19.9
NT
NT
NT
NT
WP-IB-03-9
14.9
BMDL
BMDL
BMDL
BMDL
HP-IB-03-14
9.9
BMDL
BMDL
BMDL
BMDL
HP-IB-83-19
4.9
NT
NT
NT
NT
UP-IB-03-24
-0.1
mix.
BMDL
BMDL
BMDL
WP-IB-03-29
-5.1
NT
NT
NT
NT
IIP-IB-03-34A
-10.1
BMDL
BMDL
BMDL
BMDL
WP-1B-03-34B
-18.1
BMDL
BMDL
BMDL
BMDL
tfP-IB-83-39
-15.1
BMDL
BMDL
BMDL
BMDL
WP-IB-03-4A
-28.1
BMDL
BMDL
BMDL
BMDL
UP-IB-03-49
-25.1
BMDL
BMDL
BMDL
BMDL
WP-IB-B3-54
-38.1
BMDL
BMDL
BMDL
BMDL
HP-IB-03-59
-35.1
BMDL
t
«
BMDL
WP-SB-01-0
24.6
NT
NT
NT
NT
yP-SB-fll-4
28.6
BMDL
BMDL
BMDL
BMDL
WP-SB-01-9
15.6
BMDL
BMDL
BMDL
BMDL
MP-SB-01-14
18.6
BMDL
0.33
f
BMDL
HP-SB-01-I9
5.6
BMDL
0.28
BMDL
BMDL
UP-SB-01-24A
0.6
BMDL
BMDL
BMDL
BMDL
HP-SB-01-24B
0.6
BMDL
BMDL
BMDL
BMDL
KP-S8-81-29
-4.4
BMDL
BMDL
BMDL
BMDL
UP-SB-02-8
25.4
NT
NT
NT
NT .
IIP-S8-82-4
21.4
BMDL
BMDL
BMDL
BMDL
UP-SB-02-9
16.4
BMDL
t
BMDL
BMDL
NT= NOT TESTED
BMDL= BELOW METHOD DETECTION LIMIT
* = TWICE AMOUNT
NS c NOT SAMPLED
INORGANICS DATA (lfi/6)
BISC2-ETHYL
HEXYL) WTHALATE
LEAD
ZINC
CHROMIIM
NICKEL
CAD
8.26
49.7
95.8
62.3
28.8
NT
BMDL
4.35
21.5
14.8
18.7
NT
BMDL
9.63
466
17.1
19.0
NT
NT
6.05
1,828
15.8
15.9
NT
4.03
8.41
44.3
22.1
17.6
NT
3.7
6.78
29.8
15.5
12.1
NT
BMDL
1.64
20.7
16.2
10.4
NT
t
3.89
18.3
13.2
8.97
NT
5.64
7.95
34.5
27.5
17.4
NT
t
5.10
22.1
22.3
15.9
NT
BMDL
19.4
24.6
28.7
11.9
NT
NT
2.23
24.7
22.8
13.9
NT
NT
2.75
22.8
21.5
9.57
NT
BMDL
8.88
27.2
28.1
12.4
NT
BMDL
9.43
48.8
39.9
32.1
NT
NT
14.4
41.3
18.7
13.4
NT
BMDL
4.78
21.6
12.4
9.35
NT
BMDL
8.58
23.4
14.9
9.83
NT
NT
3.59
18.0
9.49
6.B1
NT
BMDL
3.45
17.9
11.1
7.59
NT
NT
4.75
16.6
10.6
6.88
NT
BMDL
3.47
16.6
10.6
6.64
NT
BMDL
4.33
16.5
10.5
6.45
NT
0.36
5.70
22.3
11.8
9.79
NT
BMDL
6.18
22.6
13.3
9.88
NT
0.68
3.44
17.8
18.5
8.88
NT
BMDL
2.96
16.5
8.84
8.47
NT
0.73
4.28
23.9
13.6
10.4
NT
NT
15.0
64.5
22.1
17.4
NT
0.33
14.7
44.2
20.3
25.4
NT
BMDL
7.82
242
3,518
24.3
NT
BMDL
7.46
2,388
25.4
30.3
NT
BMDL
4.16
454
10.7
7.68
NT
BMDL
6.22
36.8
16.5
12.2
NT
BMDL
5.55
22.6
15.4
18.5
NT
*
4.71
20.3
13.9
8.23
NT
NT
24.9
96.4
27.9
23.9
NT
BMDL
9.67
39. B
14.6
13.4
NT
BMDL
8.48
1,688
28.1
23.9
NT
-------
Western Processing
Filenue: Datal
Close Support Lab Field Data
July, 1984
organics mm
GROUND
tETHYLENE
TRIOUSIO-
TETRACHflRO-
SAMPLE NO.
ELEVATION
CHORIDE
ETH.YENE
ETHYLENE
RENO
HP-SB-82-14
11.4
1.6S
0.56
BMDL
*
MP-SB-02-19
6.4
BMDL
BMDL
«
BMDL
hp-sb-02-24
1.4
NT
NT
NT
NT
UP-SB-S2-29
-3.6
BMDL
BMDL
BMDL
BMDL
up-SB-tt-e
2S.6
NT
NT
NT
NT
IP-SB-fl3-4
21.6
BMDL
BMDL
BMDL
BMDL
WP-5B-03-9
16.6
BMDL
BMDL
BMDL
BMDL
WP-SB-83-14
11.6
NT
NT
NT
NT
HP-SB-03-19
6.6
BMDL
BMDL
BMDL
BMDL
HP-SB-03-24
1.6
NT
NT
NT
NT
UP-SB-03-29A
-3.4
BMDL
BMDL
BMDL
BMDL
NP-SB-03-29B
-3.4
BMDL
BMDL
BMDL
BMDL
KP-SB-03-34
-fl.4
BMDL
BMDL
BMDL
BMDL
UP-SB-M-0
19.9
t
BMDL
BMDL
BMDL
WP-SB-04-5
IS. 9
BffiL
BMDL
BMDL
BMDL
HP-SB-04-10
10.9
BMDL
BMDL
BMDL
BMDL
UP-SB-04-14
5.9
BMDL
BMDL
BMDL
BMDL
«>-SB-«4-19
8.9
*
BMDL
BWL
BMDL
NP-SB-«4-24
-4.1
t
BMDL
BMDL
BMDL
IP-SB-04-29
-9.1
*
BMDL
BMDL
BMDL
HP-SB-04-34
-14.1
•
BMDL
BMDL
BMDL
IIP-SB-05-0
22.1
4.43
BMDL
BMDL
BMDL
MP-SB-05-4
18.1
4.04
BMDL
BMDL
BMDL
WP-SB-€5-9
13.1
5.09
BMDL
BMDL
BMDL
HP-SB-85-14
8.1
BMDL
BMDL
BMDL
BMDL
HP-SB-05-I9A
3.1
BMDL
BMDL
BMDL
BMDL
MP-SB-05-19B
3.1
2.26
BMDL
BMDL
BMDL
UP-SB-05-24
-1.9
2.S
BMDL
BMDL
BMDL
HP-SB-05-29
-6.9
2.7
BMDL
BMDL
BMDL
HP-SB-05-34
-11.9
5.9
BMDL
BMDL
BMDL
WP-SB-05-39
-16.9
BMDL
BMDL
BMDL
BMDL
UP-SB-%-0
17.6
BMDL
BMDL
BMDL
BMDL
HP-SB-86-*
13.6
BMDL
BMDL
BMDL
BMDL
HP-5B-06-9
8.6
BMDL
BMDL
BMDL
BMDL
UP-SB-06-14
3.6
BMDL
BMDL
BMDL
BMDL
UP-SB-06-19
-1.4
BMDL
BMDL
BMDL
BMDL
HP-SB-06-24
-6.4
BMDL
BMDL
BMDL
BMDL
HP-5B-06—29
-11.4
BMDL
BMW.
EMDL
m
HP-SB-06-34
-16.4
BMDL
BMDL
BMDL
BMDL
IIP-SB-07-0
24.1
NT
NT
NT
NT
NT= NOT TESTED
BMDL" BELW METHOD DETECTION UNIT
* = TRflCE AMOUNT
NS = NOT SAMPLED
INORGANICS DATA (US/6)
BIS<2-ETHYL
NEIYL) PHTHALATE
LEAD
ZINC
CHROMIUM
NICKEL
CADMIUM
«
12.8
2,520
26.1
20.7
NT
t
14.9
89.5
22.4
19.7
NT
NT
8.54
49.2
17.1
15.5
NT
BMDL
4.70
19.8
12.6
7.88
NT
NT
12.6
80.5
17.8
14.5
NT
EMDL
3.94
27.7
15.6
11.9
NT
t
6.39
42.3
19.1
14.9
NT
NT
14.8
35.0
11.5
113
NT
BMDL
6.34
29.6
13.1
11.5
NT
NT
4.89
IB. 7
9.74
7.72
NT
BMDL
7.93
29.5
13.8
12.8
NT
BMDL
11.3
ffl. 7
13.8
11.4
NT
BMDL
3.36
14.8
8.27
4.98
NT
BMDL
207
1,010
1,640
50.9
NT
BMDL
10.3
785
353
38.3
NT
BMDL
6.85
109
16.1
23.7
NT
BMDL
3.58
23.1
13.1
18.1
NT
BMDL
(3
12. B
9.24
9.65
NT
BMDL
(3
15.1
6.89
13.9
NT
11.96
12.3
39.6
25.7
28.0
NT
0.91
8.67
25.6
16.2
20.6
NT
BMDL
33.9
222
80.2
16.4
NT
BMDL
34. B
161
34.4
16.0
NT
BMDL
6.16
30.0
16.3
13.5
NT
BMDL
8.61
40.7
19.6
14.8
NT
BMDL
5.86
25.4
13.2
'10.0
NT
2.15
5.90
20.3
9.44
9.12
NT
BMDL
1.81
15.8
15.9
7.28
NT
0.8
5.10
20.6
12.7
10.9
NT
9.20
7.10
23.0
12.6
12.2
NT
BMDL
5.19
18.7
12.1
11.0
NT
BMDL
74.5
476
1,558
21.2
NT
BMDL
11.9
519
52.4
17.5
NT
t
8.32
31.6
18.4
10.7
NT
0.71
6.34
29.8
17.1
12.0
NT
BMDL
2.07
15.1
15.0
5.04
NT
0.57
3.19
20.6
14.4
8.65
NT
11,04
3f 04
31.1
Sl.S
13.7
NT
2.40
5.87
23.7
14.6
8.56
NT
NT
46.4
99.9
46.9
22.8
NT
-------
Western Processing
Filenane; Oatal
Close Support Lab Field Data
July, 1934
OREflNICS DATA IUG/6)
SROIN)
METHYLENE
TRICHLORO-
TETRACHLORO-
SAMPLE ML
ELEVATION
DtORIDE
ETHLYENE
ETHYLEfC
PHENOL
UP-SB-07-4
20.1
BHDL
BMDL
BMDL
BMDL
UP-SB-07-9
15.1
BHDL
BMDL
BMDL
BHDL
HP-SB-07—14
10.1
NT
NT
NT
NT
WP-SB-07-19
5.1
BHDL
BMDL
BMDL
BHDL
I1P-SB-07-24A
0.1
NT
NT
NT
NT
HP-S&-07-24B
0.1
NT
NT
NT
NT
MP-SB-07-29
-4.9
BMDL
BMDL
BMDL
BHDL
WP-SB-07-34
-9.9
NT
NT
NT
NT
yp-SB-0a-0
23.1
HT
NT
NT
NT
HP-SB-08-4
19.1
BHDL
BHDL
BHDL
BHDL
HP-SB-08-9
14.1
66.9
7.42
BMDL
9.03
MP-5B-08-14
9.1
BMDL
•
»
»
HP-SB-08-19
4.1
NT
NT
NT
NT
UP-SB-08-24
-0.9
BMDL
0.35
»
BMDL
MP-SB-08-29
-5.9
HT
NT
NT
NT
HP-SB-09-0
22.8
BNDL
BMDL
4.B
BHDL
MP-SB-09-4
lfi.fi
NT
NT
NT
NT
UP-SB-09-9
13.fi
BHDL
~
t
«
UP-SB-09-14
8.8
NT
NT
NT
NT
MP-SB-09-19
3.8
BHDL
*
»
BHDL
HP-SB-09-24
-1.2
NT
NT
NT
NT
HP-5B-09-29
-6.2
BHDL
0.37
t
BHDL
WP-ffl-09-34
-11.2
BHDL
*
t
BMDL
WP-SB-10-0
24.2
NT
NT
NT
NT
UP-SB-10-4
20.2
BMDL
BMDL
BMDL
BHDL
WP-SB-10-9
15.2
BHDL
BMDL
BHDL
BHDL
WP-SB-10-14
10.2
BKDL
BHDL
BMDL
BHDL
WP-SB-10-19
5.2
BMDL
BHDL
BMDL
BMDL
UP-SB-10-24
0.2
BMDL
BMDL
BMDL
BMDL
WP-SB-10-29
-4.fi
NT
NT
NT
NT
HP-SB-11-0
21.5
HT
NT
NT
NT
HP-SB-11-4
17.5
BHDL
BMDL
BHDL
BMDL
MP-SB-U-9
12.5
BMDL
BMDL
BMDL
BMDL
HP-SB-11-14
7.5
BHDL
0.27
BMDL
BMDL
HP-tffi-11-19A
2.5
NT
NT
NT
NT
WP-SB-11-19B
2.5
BHDL
BMDL
BHDL
BMDL
WP-SB-11-24
-2.5
BMDL
BMDL
BMDL
BMDL
WP-ffl-11-29
-7.5
BMDL
BHDL
BMDL
BMDL
UP-SB-12-0
23.6
BHDL
BMDL
BMDL
BMDL
UP-SB-12-4
19.6
BMDL
BHDL
BMDL
BMDL
BISI2-ETHYL
HEXVL) PHTHflLATE LEAD
BHDL 19.7
BHDL 6.73
NT 21.1
8.41 21.4
NT 10.0
NT 5.12
BHDL 32.0
NT 7.91
NT 80.0
BHDL 5.93
0.52 59.3
BHDL 58.2
NT 4.48
BHDL 48.6
NT 2.16
50 286
NT 6.75
» 12.7
NT 15.6
3.37 11.7
NT 11.2
* 16.1
9.82 5.43
NT 35.6
BHDL 8.22
BNDL 9.77
BHDL 7.82
BHDL 8.66
0.40 7.20
NT 9.73
NT 55.7
BHDL 12.2
5.02 9.57
BHDL 12.6
NT 8.67
15.8 11.8
5.25 14.6
BHDL 12.5
BHDL 130
> 19.0
NT= NOT TESTED
BHDL= BaOU METHOD DETECTION LIMIT
* = TRACE AKDIKT
KB 5 NOT SAMPLED
INORGANICS DATA (UG/G)
ZINC
CHROMIUM
NICKEL
CADMIl*
50.3
18.9
13.1
NT
26. a
17.0
10.7
NT
24.9
15.8
7.B4
NT
lfi.fi
16.9
9.87
NT
22.0
11.1
B.21
NT
22.9
12. B
9.19
NT
32.9
16.7
11.76
NT
20.1
11.5
7.79
NT
118
40.9
18.7
NT
30.4
13.1
11.9
NT
159
77.1
17.9
NT
21.3
16.3
7.56
NT
19.1
11.5
6.19
NT
21.9
12.0
7.73
NT
30.3
11.7
7.26
NT
762
756
35.4
NT
23.7
15.2
8.87
NT
171
19.5
19.2
NT
24.0
14.0
9.44
NT
33.2
17.7
16.6
NT
33.8
17.4
12.2
NT
146
10.5
10.3
NT
31.3
8.16
9.32
NT
33.1
20.8
13.0
NT
18.3
8.51
B.38
NT
22.0
13.2
9.66
NT
23.4
15.3
9.64
NT
20.2
11.8
10.6
NT
17.0
8.35
6.82
NT
28.7
10.7
11.0
NT
118
37.4
20.4
NT
22.1
13.7
10.4
NT
37.7
21.2
16.9
NT
17.5
12.4
11.0
NT
32.fi
13.4
12.8
NT
30.2
13.4
11.6
NT
25.5
14.1
10.3
NT
22.1
15.2
9.82
NT
101
65.4
25.5
NT
33.0
21.9
15.4
NT
-------
Itestern Processing
Filename: Datal
Close Support Lab Field Data
July, ISM
DRBflNICS DATA (U6/E)
GROIN)
NETHVLBE
TRICHLDRO-
TETRACHLORO-
SAMPLE NO.
ELEVATION
CHLORIDE
ETHLYENE
ETHVLENE
HENDL
UP-SB-12-9
14.6
BMDL
BMDL
BMDL
BMDL
UP-SB-12—14
9.6
NT
NT
NT
NT
UP—SB-12-19
4.6
BMDL
*
BMDL
BMDL
hp-sb-i2-29A
-8.4
BML
BMDL
BMDL
BMDL
UP-SB-12-29B
-0.4
BMDL
BMDL
BMDL
BMDL
MP-SB-13-0
23.9
BMDL
8.39
BMDL
t
WP-5B-13-4
19.9
BMDL
8.66
BMDL
BMDL
WP-S8-13-9
14.9
BMDL
8.29
t
BMDL
WP-SB-13-14
9.9
BMDL
»
BMDL
BMDL
MP-SB-13-19
4.9
BMDL
HUM.
BMDL
BMDL
HP-SB-13-24
-e. i
BMDL
BMDL
BMDL
BMDL
HP-SB-13-29
-5.1
NT
NT
NT
NT
WP-SB-13-34
-18.1
BMDL
BMDL
BMDL
BMDL
MP-SB-14-8
22.8
BMDL
6.1
BMDL
BMDL
KP-5B-14-4
18.8
BXDL
93.5
BMDL
BXDL
UP-SB-14-9
13.fi
BMDL
3.84
BMDL
BMDL
MP-SB-14-14
8.8
BMDL
«
BMDL
BMDL
HP-SB—14-19
3.8
BMDL
f
BMDL
BMDL
MP-SB-14-24
-1.2
NT
NT
NT
NT
yP-SB-14-29
-6.2
BMDL
8.33
BMDL
BMDL
MP-SB-14-34
-11.2
NT
NT
NT
NT
HP-SB-14-39
-16.2
BMDL
t
BMDL
BMDL
MP-SB-15-0
23.4
BMDL
SMIL
BMDL
BOIL
UP-SB-15-4
19.4
BMDL
1.86
BMDL
BMDL
HP-5B-15-9
14.4
BMDL
3.3B
BMDL
BMDL
UP-SB-15-14
9.4
BMDL
«
BMDL
BMDL
HP-SB-15-19
4.4
BMDL
BMDL
BMDL
BMDL
UP-SB-15-24
-0.6
NT
NT
NT
NT
WP-SB-15-29A
-5.6
MT
NT
NT
NT
UP-SB-15-29B
-5.6
BMDL
BMDL
BMDL
BMDL
tlP-SB-16-e
22.6
BMDL
BMDL
BMDL
BMDL
UP-SB-16-4
18.6
BMDL
<
BMDL
BMDL
HP-SB-16-9
13.6
BMDL
«
BMDL
BMDL
KP-SB-16-14
8.6
BMDL
1.59
BMDL
BMDL
HP-SB-16-19
3.6
BMDL
BMDL
BMDL
BMDL
UP-SB-16-24
-1.4
BMDL
BMDL
BMDL
BMDL
WP-SB-16-29A
-6.4
BMDL
BMDL
BMDL
BMDL
KP-SB-JS-29B
¦44
BMDL
BMDL
BMDL
BMDL
UP-SB-17-0
23.5
BMDL
BMDL
BMDL
BMDL
WP-3-17-4
19.5
BUM.
BMDL
BMDL
BMDL
NT= NOT TESTED
BK0L> BELOW METHOD DETECTION LIMIT
t = trace mm
NS = NOT SAMPLED
INORGANICS DATA (UG/G)
BISI2-ETHYL
HEXYL) PHTHflLATE
LEAD
ZINC
CHROMIUM
NICKEL
CADMIUM
*
11.B
35.8
14.5
9.92
NT
NT
5.82
19.4
10.9
6.98
NT
BMDL
6.86
24.3
9.88
7.72
NT
BMDL
5.73
18.5
11.3
7.06
NT
BMDL
5.68
18.7
14.0
7.25
NT
1.17
133
72.6
26.6
16.7
NT
BMDL
11.7
40.9
25.5
13.3
NT
BMDL
6.64
lfl.3
11.7
7.34
NT
BMDL
18.7
28.6
14.S
8.38
NT
BMDL
1.25
15.4
16.0
5.74
NT
BMDL
26.7
19.7
11.8
6.78
NT
NT
(8.85
17.8
11.1
5.91
NT
BMDL
(8.85
15.8
9.68
5.34
NT
BMDL
434
569
172
65.8
NT
BMDL
6.15
31.1
14.6
12.0
NT
BMDL
3.89
19.1
9.56
7.75
NT
BMDL
1.89
21.0
10.8
9.81
NT
BMDL
2.61
20.6
11.1
9.12
NT
NT
2.B8
16. B
7.42
6.28
NT
BMDL
2.24
21.8
8.73
8.75
NT
NT
1.63
20.9
9.83
8.88
NT
BMDL
2.71
16.7
9.83
7.98
NT
BKDL
119
35.7
72. B
85.9
NT
BMDL
5.54
25.4
17.07
11.5
NT
BMDL
45.3
28.0
18.5
10.7
NT
BMDL
3.58
20.3
12.6
7.78
NT
BMDL
4.33
17.4
18.2
6.75
NT
NT
4. IB
17.5
15.6
6.68
NT
NT
3.48
22.3
13.4
5.38
NT
8.31
6.04
27.1
9.83
6.59
NT
BMDL
172
249
41.4
27.2
NT
BMDL
1.99
23.4
11.1
9.78
NT
BMDL
8.65
34.5
B.50
B.68
NT
1.66
4.24
33.1
16.5
14.7
NT
*
3.46
17.9
9.4
12.1
NT
BMDL
3.19
16.0
8.7
6.41
NT
BMDL
6.81
16.7
9.0
6.59
NT
BMDL
5.72
18. S
18.3
6.59
NT
BMDL
212
B92
67.4
79.4
NT
BMDL
3.39
48.2
13.B
15.3
NT
-------
Itestern Processing
Filenan: Datal
Close Support Lab Field Data
July, ISM
ORSflNICS DATA (U6/6)
W
I
-J
GROUND
HETHYU0C
TAICHLORO-
TETRAOURO-
SAMPLE NO.
ELEVATION
DiORIDE
ETHLYEM-
ETHYLENE
PHENOL
UP-SB-17-9
14.5
BKDL
BMDL
BHDL
BMDL
MP-SB-17-14
9.5
BMDL
BMDL
BMDL
BMDL
HP-SB-17—19
4.5
BMDL
BMDL
BMDL
BMDL
HP-SB-17—24
-0.5
BKDL
BMDL
BMDL
BMDL
UP-SB-17-29
-5.5
NT
NT
NT
NT
WP-5B-17-34
-10.5
BMDL
BMDL
BMDL
BMDL
MP-SB-18-0
24.3
BMDL
BMDL
BMDL
BHDL
MP-SB-18-4
20.3
BHDL
BMDL
BHDL
BMDL
HP-SB-1B-9
15.3
BMDL
BHDL
BMDL
BMDL
HP-SB-18-14
10.3
BMDL
0.92
BMDL
BMDL
WP-SB-18-19
5.3
BMDL
BMDL
BMDL
BMDL
HP-SB-18-24A
0.3
NT
NT
NT
NT
HP-S8-18-24B
0.3
NT
NT
NT
NT
MP-SB-18-29
-4.7
BMDL
BMDL
BMDL
BMDL
HP-SB-15-0
21.8
BMDL
BMDL
BMDL
BHDL
WMB-19-4
17.8
BHDL
BMDL
BMDL
BMDL
HP-SB-19-9
12.8
BHDL
BHDL
BHDL
BMDL
UP—SB-19-14
7.8
BMDL
BMDL
BMDL
BMDL
IIP-SB-19-19
2.8
BMDL
BMDL
BMDL
BMDL
HP-SB-19-24
-2.2
BMDL
BMDL
BMDL
BMDL
HP-SB-19-29
-7.2
BMDL
BMX
BMDL
BMDL
UP—SB-19-34
-12.2
BMDL
BMDL
BMDL
BMDL
HP-SB-19-39
-17.2
BMDL
BMDL
BMDL
BMDL
HP-SB-19-46
-24.2
BHDL
BMDL
BMDL
BMDL
KP-SB-20-0
23.9
BMDL
BMDL
BMDL
BMDL
HP-SB-20-4
19.9
NT
NT
NT
NT
HP-SB-20-9
14.9
BMDL
BHDL
BMDL
BMDL
WP-SB-20-14
9.9
BMDL
BMDL
BMDL
BMDL
IIP-SB-20-19
4.9
BMDL
BMDL
BMDL
BMDL
NP-SB-20-24A
-0.1
BMDL
BHDL
BMDL
BMDL
WP-SB-20-24B
-0.1
BMDL
BMDL
BHDL
BMDL
HP-SB-20-29
-5.1
BMDL
BMDL
BMDL
BMDL
NT= NOT TESTED
BMDl= BELOW METHOD DETECTION UNIT
• = TRACE RMOWT
NS = KIT SAMPLED
INORGANICS DATA (UG/6)
BISI2-ETHYL
t€KYL) PHTHALATE LEAD ZINC CHROMIUM NICKEL CADMIUM
BMDL 3.68 19.2 10.8 9.32 NT
BHDL 73.8 47.6 10.6 8.84 NT
BKDL 3.90 13.8 6.16 5.66 NT
BHDL 5.67 36.5 12.7 12.4 NT
NT 6.46 27.5 10.S 8.69 NT
BHDL 3.38 19.0 8.95 7.42 NT
BHDL 41.4 104 26.5 13.B NT
BMDL 8.19 31.8 20.8 15.5 NT
BHDL 12.3 22.5 6.00 5.37 NT
BMDL 6.33 20.4 6.40 11.6 NT
BMDL 0.43 24.9 10.4 10.7 NT
NT 3.89 16.3 7.46 5.67 NT
NT 3.66 14.4 7.16 4.59 NT
BMDL 6.87 19.2 10.0 7.43 NT
1.14 50.5 108 184 16.1 NT
BHDL 22.8 77.2 18.7 10.1 NT
1.26 8.06 42.2 17.7 12.8 NT
BMDL 65.8 70.2 15.3 9.61 NT
1.63 4.34 18.2 12.6 8.37 NT
BMDL 15.8 21.5 12.6 10.8 NT
0.75 9.59 24.5 15.6 9.59 NT
IB. 7 7.83 20.9 12.7 6.81 NT
BHDL 2.82 15.1 13.1 5.94 NT
BMDL 3.71 20.4 13.7 7.10 NT
BMDL 20.6 70.4 14.6 10.7 NT
NT 3.69 19.9 11.9 7.92 NT
BHDL 6.42 21.9 14.9 9.54 NT
BMDL 5.30 22.0 14.B 8.81 NT
BHDL 7.06 22.1 17.3 12.3 NT
BMDL 5.12 20.3 12.4 8.59 NT
BMDL 5.22 21.1 12.4 8.64 NT
BMDL 8.93 15.6 9.35 6.29 NT
-------
APPENDIX F.
Summary of Contract Laboratory
Program Inorganics Data;
Soil and Groundwater Samples and
Transport Blanks
-------
ORGANIC/INORGANIC DESCRIPTOR DEFINITIONS
U = Undetected at given detection limit
C = Concentration corrected for blank
M = K = Not quantified but concentration is between the
stated detection limit and five times the detection
limit
ND = No data currently available. Sample was not submitted
to the CLP for analysis
ND = NT = Sample submitted to the CLP but no test data was
received. Sample assumed not tested
NA = Sample not analyzed. Sample not submitted to the CLP
for analysis
J = Estimated concentration
ND/B = UB = Not detected due to contamination in laboratory
blank. Concentration corrected for blank error to
indicate nondetection.
F-l
-------
FILENAMEiNESTERN
WESTERN PROCESSING
REMEDIAL INVESTIGATION
QA'd INORGANICS DATA
SUMMER 19B4
DATA INPUT 10/15/84 ALL RESULTS IN MG/KG ON A WET WEIGHT BASIS
TRAFFIC
SOIL SAMPLE NO.
REPORT NO.
ALUMINUM
ANTIMONY
ARSENIC
BARIUM
BERYLLIUM
CADMIUM
CHROMIUM
COBALT
COPPER
IRON
LEAD
CYANIDE
HAN6ANESE
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUM
TIN
VANADIUM
ZINC
NP—tlB-OI-5
MJ-2341
8050
1.1
42.50
44.5
0.70
4.80
4BB0.00
5.70
414.50
23400.0
3120.00
14.50
470.0
0.30
73.00
<0.10
1.20
<0.5
3.7
53.5
5500.00
NP-MB-01-10
IW-2342
10300
1.0
4.20
54.4
0.41
4.20
993.00
4.11
7B.40
10400.0
309.BO
2.80
3B4.0
0.10
43.80
<0.10
<0.50
<0.5
1.5
27.9
1090.00
NP-NB-0I-I5
HJ-2343
1S300
1.0
7.00
44.2
1.10
21.20
1080.00
5.90
37.40
12100.0
2.55
1.70
144.0
0.14
29. BO
<0.10
<0.50
<0.5
<1.0
37.7
1100.00
NP-HB-01-20
IU-2344
3440
1.0
0.45
12.0
0.35
0.37
10.50
<2.50
4.30
3100.0
10.00
0.33
44.0
<0.10
4.80
<0.10
<0.50
<0.5
<1.0
<10.0
71.00
NP-MB-01-25
NJ-2345
5950
1.0
2.50
27.0
<0.25
0.07
27.00
<2.50
10.90
4100.0
1.45
0.25
49.0
<0.10
4.50
<0.10
<0.50
<0.5
<1.0
19.8
31.10
NP-MB-01-30
NJ-2344
5400
1.0
1.10
18.8
0.40
<0.05
4.30
<2.50
B.20
4320.0
2.35
0.35
<5.0
<0.10
3.55
<0.10
<0.50
<0.5
<1.0
14.3
10.80
NP-MB-01-35
MJ-2347
8400
1.0
2.90
43.0
0.30
0.10
10.20
4. BO
21.00
9850.0
3.15
0.33
130.0
0.10
9.90
<0.10
<0.50
<0.5
<1.0
24.0
21.00
NP-MB-01-40
MJ-2348
3500
1.0
0.75
12.8
0.40
<0.05
4.00
<2.50
B.00
3950.0
0. BO
0.53
47.2
<0.10
4.00
<0.10
<0.50
<0.5
<1.0
12.4
10.40
NP-MB-01-50
MJ-2349
4450
1.0
1.25
12.3
<0.25
0.17
9.50
2.70
10.80
5.7
0.B7
<0.25
75.9
<0.10
7.00
<0.10
<0.50
<0.5
<1.0
19.1
33.50
NP-MB-01-40
IU-2370
5400
1.0
1.00
21.0
0.50
<0.05
9.10
3.30
11.50
7.1
1.70
<0.25
BS.B
<0.10
7.20
<0.10
<0.50
<0.5
<1.0
20.4
17.30
NP-MB-01-70A
IU-2371
3450
1.0
0.75
13.4
0.40
0.08
4.80
<2.50
7. to
4850.0
4.00
<0.25
44.0
<0.10
5.40
<0.10
<0.50
<0.5
<1.0
11.7
15.70
NP-HB-01-70B
MJ-2372
3300
1.0
0.55
14.0
<0.25
<0.05
3.80
<2.50
8.20
4700.0
0.80
34.30
58.3
<0.10
5.10
<0.10
<0.50
<0.5
<1.0
10.5
10.70
NP-MB-01-80
MJ-2373
7500
1.0
2.40
33.0
0.40
0.04
8.15
4.10
15.30
8700.0
1.35
<0.25
91.0
<0.10
7.10
<0.10
<0.50
<0.5
<1.0
25.0
19.40
NP-MB-01-90
MJ-2374
4470
1.0
1.30
20.2
<0.25
<0.05
5.90
3.20
12.50
4400.0
0.95
<0.25
101.0
<0.10
4.00
<0.10
<0.50
<0.5
1.5
14.5
22.00
W-MB-Ol-lOO
MJ-2375
4750
1.0
1.15
17.8
0.40
<0.05
5.40
3.10
10.70
4.3
0.45
<0.25
B2.5
<0.10
5.70
<0.10
<0.50
<0.5
<1.0
17.1
13.00
NP-MB-02-O
MJ-2374
3550
1.0
14.20
110.0
0.50
11.70
1125.00
15.20
520.00
18250.0
1510.00
8.20
990.0
0.23
288.00
<0.10
<0.50
<0.5
20.1
15.0
4400.00
NP-MB-02-5
MJ-2377
12100
1.0
4.50
45.0
0.40
4.30
1350.00
5.80
143.00
14700.0
39B.00
9.75
305.4
0.23
79.40
<0.10
<0.50
<0.5
2.1
33.0
3410.00
KP-MB-Ol-IO
MJ-2J7B
14450
1.0
5.20
59.0
0.80
9.20
1140.00
4.80
30.30
9850.0
21.40
13.90
123.0
<0.10
24.00
<0.10
<0.50
<0.5
<1.0
32.0
1005.00
NP-MB-02-I5
MJ-2379
13550
1.0
3.05
55.0
0.70
5.40
495.00
5.10
37.00
10B50.0
0.80
18.00
138.0
0.10
29.20
<0.10
<0.50
<0.3
<1.0
35.2
850.00
NP-MB-02-20
MJ-2380
4220
1.0
1.05
13.0
0.30
0.75
22.00
2.70
4.80
4900.0
3.45
<0.25
109.3
<0.10
13.20
<0.10
<0.50
<0.5
<1.0
11.6
235.00
NP-HB-02-25
MJ-2381
4B00
1.0
1.50
240.0
0.30
0.21
55.00
2.40
12.70
5400.0
11.50
0.25
90.0
<0.10
7.10
<0.10
<0.50
<0.5
<1.0
12.7
40.00
NP-MB-02-30
NJ-23B2
3445
1.0
1.25
19.2
0.35
<0.05
5.00
<2.50
10.80
3475.0
0.95
8.38
44.0
<0.10
4.30
<0.10
<0.50
<0.5
<1.0
13.0
11.00
NP-MB-02-40A
MJ-2383
4755
1.0
0.95
21.3
0.38
0.07
7.40
2.80
9.80
5150.0
1.45
<0.25
40.0
<0.10
5.50
<0.10
<0.50
<0.5
<1.0
18.8
17.00
MP-MB-02-40B
MJ-2384
1920
1.0
0.50
4.0
<0.25
0.04
5.20
<2.50
5.00
2050.0
0.95
<0.25
24.0
<0.10
3.00
<0.10
<0.50
<0.5
<1.0
<10.0
8.50
KP-MB-02-50
MJ-2384
4300
1.0
0.75
13.0
0.30
<0.05
5.50
<2.50
9.50
4450.0
0.B5
<0.25
54.S
<0.10
5.00
<0.10
<0.50
<0.3
<1.0
14.1
12.50
NP-HB-02-40
NJ-2385
5300
1.0
0.85
17.7
0.30
0.08
4.70
3.40
10.50
4250.0
1.05
1.70
7B.0
<0.10
4.30
<0.10
<0.50
<0.5
<1.0
14.7
14.00
NP-HB-03-0
NJ-2387
2800
4.7
7.10
132.0
0.40
10.40
500.00
22.00
309.00
19100.0
1130.00
1.45
2150.0
0.18
308.00
<0.10
<0.50
<0.5
5.7
<10.0
840.00
NP-MB-03-5
NJ-238B
3700
1.0
5.00
115.0
<0.25
19.70
430.00
13.00
315.00
20200.0
154.00
1.10
1750.0
0.12
224.00
<0.10
<0.50
<0.5
3.0
12.0
900.00
NP-MB-03-10
MJ-2389
19150
1.0
1.45
39.1
<0.25
109.00
4110.00
10.10
1015
10150.0
<0.25
15.90
492.0
<0.10
445.00
<0.10
<2.40
<0.3
5.4
28.0
4500.00
NP-MB-03-15
MJ-2390
14700
1.0
2.35
80.0
0.40
38.40
1305.00
85.00
420.00
11400.0
<0.25
14.70
399.0
0.12
141.00
<0.10
0.80
<0.5
4.2
32.1
1555.00
NP-MB-03-20
NJ-2391
9450
1.0
1.45
43.4
<0.25
8.30
49.00
5.30
32.50 .
8400.0
9.87
0.58
173.0
<0.10
32.00
<0.10
<0.50
<0.3
<1.0
23.2
1150.00
NP-MB-03-25A
NJ-2392
8000
1.0
1.40
24.0
0.24
0.45
25.00
3.40
19.00
B.2
2.70
0.33
75.0
<0.10
B.20
<0.10
<0.50
<0.5
<1.0
22.0
82.00
W-MB-M-MB
MJ-2393
4750
1.0
0.50
14.8
0.40
0.22
10.70
2.00
9.30
4250.0
1.90
0.40
44.0
<0.10
4.50
<0.10
<0.50
<0.5
<1.0
15.4
55.20
KP-MB-03-34
MJ -2594
3900
1.0
1.40
15.5
<0.25
0.04
5.20
<2.50
10.80
4115.0
0.95
<0.25
42.2
<0.10
4.40
<0.10
<0.50
<0.5
<1.0
15.3
11.70
NP-NB-03-40
MJ-2J95
10500
1.0
2.40
33.0
0.45
0.09
10.40
4.00
17.30
8400.0
<0.25
0.25
95.3
<0.10
10.10
0.10
<0.50
<0.5
<1.0
2B.0
22.04
NP-MB-03-50
MJ-2394
4B75
1.0
1.40
14.7
<0.25
0.14
17.40
3.80
13.40
4100.0
<0.25
0.75
70.0
<0.10
12.50
<0.10
<0.50
<0.5
<1.0
18.5
20.50
W-NB-03-40
MJ-2397
2700
1.0
0.45
11.7
<0.25
0.04
4.00
<2.50
7.50
4200.0
1.25
<0.25
45.0
<0.10
7.50
<0.10
<0.50
<0.5
<1.0
<10.0
10.20
NP-MB-03-70
MJ-2J98
4900
1.0
1.05
19.0
0.40
<0.05
5.50
2.50
11.00
4250.0
1.40
<0.25
B4.0
<0.10
4.30
<0.10
<0.50
<0.3
<1.0
14.5
13.70
NP-MB-03-80
NJ-2399
2500
1.0
0.55
8.5
0.35
<0.05
3.40
<2.5
5.00
3300.0
0. BO
<0.25
37.0
<0.10
3.40
<0.10
<0.50
<0.5
<1.0
9.0
8.20
UPDATE 10—Dec-64
-------
FILENARE:WESTERN
WESTERN PROCESSING
REMEDIAL INVESTIGATION
DA'd INORGANICS DATA
SUMMER 1994
DATA INPUT 10/15/04
ALL RESULTS IN MG/KG ON A WET WEIGHT BASIS
TRAFFIC
•n
I
OJ
SOIL SAMPLE NO.
REPORT NO.
ALUMINUN
ANTIMONY
ARSENIC
BARIUM
BERYLLIUM
CADMIUD
CHROMIUM
COBALT
COPPER
IRON
LEAD
CYANIDE
MANGANESE
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUM
TIN
VANADIUM
ZINC
WP-HB-03-90
nJ-2400
7100
1.0
4.45
32.0
0.60
0.09
9.00
5.50
31.60
9600.0
1.80
<0.25
BO.O
<0.10
10.60
0.15
<0.50
<0.5
<1.0
28.2
19.50
NP-MB-03-100
MJ-2401
6950
1.0
2.10
27.8
<0.25
0.06
7.00
4.30
17.30
7700.0
1.80
<0.25
96.0
<0.10
6.70
<0.10
<0.30
<0.5
<1.0
18.5
14.90
NP-IB-Ol-O
NJ-0424
6000
<1.0 u
5.00
26.0
<0.25
u
3.40
7.00
4.40
15.00
9700.0
10.00
<1.00
150.0
<0.10 U
9.50
<0.10 u
<0.50
<0.5 U
<1.0 U
16.0
350.00
NP-IB-OI-4
IU-0425
14400
<1.0 u
12.00
70.0
0.30
1.20
13.00
9.60
23.00
14200.0
3.50
<1.00
210.0
0.15
14.00
<0.10 U
<0.50 U
<0.5 U
<1.0 U
35.0
380.00
MP-IB-OI-9
KJ-0426
10000
<1.0 u
6.00
49.0
<0.23
u
2.90
9.50
6.50
17.00
9800.0
1.90
<1.00
120.0
<0.10 U
20.00
<0.10 U
<0.50 U
<0.3 U
1.3 U
28.0
1400.00
MP-IB-01-14
IH-0427
3800
<1.0 u
3.00
26.0
<0.25
u
<0.05 U
5.50
5.00
10.00
5600.0
1.40
<1.00
100.0
<0.10 U
6.20
0.13
<0.50 U
<0.5 U
<1.0 U
23.0
21.00
NP-1B-0I-19
HJ-042B
B400
<1.0 u
5.50
44.0
<0.25
u
0.22
8.00
6.00
19.00
10600.0
1.90
<1.00
170.0
<0.10 U
8.80
0.17
<0.50 U
<0.3 U
<1.0 U
23.0
70.00
NP-IB-01-24
HP-IB-Ol-29
IU-0430
4700
<1.0 u
2.50
20.0
<0.25
u
<0.03 U
3.80
2.70
9.00
4900.0
1.10
<1.00
60.0
<0.10 U
4.80
0.12
<0.50 U
<0.5 U
<1.0 U
13.0
11.00
NP-IB-01-J4
NJ-04M
9800
<1.0 u
8.00
40.0
<0.23
u
0.06
8.00
10.00
27.00
10700.0
1.90
<1.00
120.0
<0.10 u
11.00
0.19
<0.30 II
<0.5 U
<1.0 U
35.0
23.00
NP-1B-01-39A
MJ-0432
2B00
<1.0 u
1.50
12.0
<0.23
I)
<0.05 U
3.40
<2.50 U
6.50
3700.0
0.90
<1.00
42.0
<0.10 u
7.00
0.16
<0.50 U
<0.5 U
<1.0 U
10.0
8.50
W-IB-01-39B
NJ—0*33
3800
<1.0 u
2.50
17.0
<0.25
u
<0.05 U
4.40
3.00
9.00
3300.0
1.20
<1.00
70.0
<0.10 u
6.00
1.40
<0.30 U
<0.3 U
1.2
14.6
12.00
KP-IB-01-59
MJ-0444
3400
<1.0 u
2.00
13.0
<0.25
u
0.06
4.90
2.70
7.00
4900.0
1.30
<1.00
66.0
<0.10 u
8.00
0.17
<0.30 U
<0.5 U
<1.0 U
11.0
14.00
W-IB-02-O
MJ-0434
8500
<1.0 U
7.00
37.0
<0.25
U
0.45
41.00
7. DO
16.00
12400.0
63.00
<1.00
210.0
<0.10 U
20.00
0.17
<0.50 U
<0.5 U <1.0 U
23.0
95.00
NP-IB-02-4
NJ-0435
4400
<1.0 U
2.50
19.0
<0.25
U
<0.DS U
4.00
3.20
9.50
3000.0
1.30
<1.00
95.0
<0.10 U
7.50
0.13
<0.50 U
<0.5 U <1.0 U
11.0
11.00
NP-lB-02-9
MJ-0436
8000
<1.0 U
5.00
3B.0
<0.25
U
5.50
7.00
4.10
19.00
7500.0
1.70
<1.00
75.0
<0.10 U
12.00
0.13
<0.50 U
<0.5 U <1.0 U
23.0
370.00
KP-IB-02-14
IW-0437
6000
<1.0 U
3. BO
34.0
<0.25
U
0.05
5.50
4.70
13.00
6500.0
1.40
<1.00
BO.O
<0.10 U
9.00
0.12
<0.50 U
<0.5 U <1.0 U
1B.0
700.00
NP-IB-02-19
IW-0438
11400
<1.0 U
9.50
30.0
<0.25
U
<0.03 U
10.00
6.00
21.00
11400.0
2.00
<1.00
200.0
<0.10 U
12.00
0.16
<0.50 U
<0.5 U 1.7
22.0
22.00
NP-IB-02-24
NJ-0446
5800
<1.0 U
4.70
30.0
<0.23
U
0.03
5.00
5.60
19.00
7600.0
1.70
<1.00
140.0
<0.10 U
7.50
<0.10 U
<0.50 U
<0.5 U <1.0 U
18.0
18.00
DP-IB-02-29
III-0439
3000
<1.0 0
3.00
27.0
<0.25
J
<0.03 U
3.00
4.00
11.00
5900.0
1.30
<1.00
75.0
<0.10 u
6.00
0.18
<0.30 U
<0.3 U <1.0 U
16.0
13.00
NP-I8-02-34
HJ-0447
3000
<1.0 U
2.30
18.0
<0.25
II
<0.03 U
3.10
2.60
5.30
3800.0
0.90
<1.00
40.0
<0.10 u
5.00
<0.10 U
<0.30 U
<0.5 U <1.0 U
9.6
9.00
NP-IB-02-39
BJ-0440
5900
<1.0 U
4.50
34.0
<0.23
u
<0.03 U
7.00
5.00
14.60
8200.0
1.60
<1.00
110.0
<0.10 u
8.00
0.20
<0.30 U
<0.5 U 1.3
21.0
18.00
NP-18-02-44
HJ-044B
3700
<1.0 U
2.50
70000.
<0.25
u
<0.05 U
3.30
3.20
7.50
5000.0
1.00
<1.00
30.0
<0.10 u
16.00
<0.10 U
<0.50 U
<0.3 U <1.0 U
10.0
10.00
NP-IB-02-49
IM-0441
3800
<1.0 u
3.80
24.0
<0.23
0
<0.05 U
7.00
4.60
16.00
8300.0
1.40
<1.00
75.0
<0.10 u
7.50
0.16
<0.50 U
<0.3 U <1.0 U
21.0
17.00
NP-IB-02-54A
10-0442
4500
<1.0 u
2.30
17.0
<0.25
u
<0.03 U
5.50
3.80
11.00
7100.0
1.40
<1.00
80.0
<0.10 u
7.00
0.15
<0.50 U
<0.3 U <1.0 U
14.0
14.00
NP-IB-02-54B
IH-0443
4000
<1.0 u
7.50
14.0
<0.25
u
<0.05 U
5.30
3.60
9.00
6300.0
1.50
<1.00
75.0
<0.10 u
7.50
<0.10 U
<0.30 U
<0.5 U <1.0 U
15.0
13.00
.NP-IB-02-59
hJ-0449
4600
<1.0 u
1.90
21.0
<0.25
u
<0.03 U
5.60
4.60
11.00
7800.0
<0.23 U
<1.00
80.0
<0.10 u
7.60
<0.10 U
<0.30 U
<0.5 U 7.5
16.0
17.00
NP-IB-03-0
HJ-0BS4
9510.00
<1
20.00
36.00
<0.25
0.13
22.00
7.30
17.00
14000.00
7.20
<0.5
257.00
<0.1
23.00
<1 <0.5
<0.5
<1
30.00
44.00
NP-IB-03-4
NJ-0855
10600.00
<1
28.00
48.00
0.2B
0.67
9.40
7.50
16.00
13900.00
10.00
<0.5
499.00
<0.1
9.90
<1 <0.5
<0.5
<1
34.00
36^00
NP-IB-03-14
IIJ-0856
6410.00
<1
13.00
29.00
<0.25
<0.05
9.70
3.90
10.00
7170.00
2.20
<0.5
81.00
<0.1
6.20
<1 <0.5
<0.5
<1
24.00
17.00
NP-IB-03-24
MJ-0857
3160.00
<1
9.00
13.00
<0.25
<0.03
4.10
3.10
3.80
4760.00
0.85
<0.5
50.00
<0.1
4.90
<1 <0.5
<0.3
<1
16.00
10.00
NP-IB-03-34A
MJ -0856
3370.00
<1
15.00
14.00
<0.25
<0.03
3.50
2.70
9.70
4760.00
0.85
<0.5
47.00
<0.1
3.80
<1 <0.5
<0.3
<1
14.00
9.40
HP-IB-03-34B
Hi)-0859
3420.00
<1
9.50
15.00
0.34
<0.05
4.30
3.20
18.00
5450.00
0.85
<0.5
57.00
<0.1
4.00
<1 <0.5
<0.5
<1
16.00
10.00
KP-1B-03-39
MJ-0860
7790.00
<1
24.00
31.00
<0.25
<0.05
6.40
5.10
17.00
9190.00
3.30
<0.5
101.00
<0.1
6.40
<1 <0.5
<0.3
<1
29.00
17.00
HP-1B—03—44
HJ-0861
7350.00
<1
13.00
24.00
0.25
<0.05
7.50
4.60
19.00
10100.00
3.10
<0.5
89.00
<0.1
6.90
<1 <0.2
<0.3
<1
29.00
18.00
NP-IB-03H9
NJ-0662
3780.00
<1
16.00
11.00
<0.25
<0^05
5.00
4.00
11.00
57B0.00
O.BO
<0.5
55.00
<0.1
6.00
<1 <0.5
<0.5
<1
20.00
11.00
NP-IB-03-54
HJ-0863
4020.00
<1
43.00
16.00
<0.25
<0.05
4.20
4.90
9.90
6160.00
O.BO
<0.5
62.00
<0.1
6.70
<1 <0.5
<0.3
<1
IB. 00
12.00
NP-ID-OJ-39
MJ-0864
4900.00
<1
23.00
18.00
<0.23
<0.03
5.70
4.90
11.00
B260.00
0.93
<0.5
93.00
<0.1
6.90
<1 <0.3
<0.3
<1
20.00
17.00
UPDATE 10-D«c-B4
-------
FILEHAME:HESTERM
WESTERN PROCESS INS
REMEDIAL INVESTIGATION
OA'd INORGANICS DATA
SUNDER 19B4
DATA INPUT 10/15/B4
ALL RESULTS
IN MG/KG
TRAFFIC
SOIL SAMPLE NO.
REPORT NO.
ALUMINUM
ANTIMONY
ARSENIC
BARIUM
BERYLLIUM
CADMIUM
CHROMIUM
COBALT
COPPER
HP-SB-OI-O
HJ-0B26
5700
<0.3
10.00
31.4
<0.05
0.14
9.35
4.20
14.90
IP-SB-OI-4
HJ-0B27
BOOO
(0.3
19.00
37.5
<0.05
0.21
14.00
4.95
31.00
NP-SB-01-9
IU-0B28
5350
<0.3
7.30
39.4
0.09
3.30
1410.00
2.40
341.00
NP-SB-01-14
HJ-0B29
9250
<0.3
3.20
54.5
0.04
45.00
10.10
5.80
27.00
NP-5B-01-19
IU-0830
2B40
<0.3
1.70
15.2
<0.05
0.34
3.15
1.75
4.88
NP-SB-01-24A
HJ-0831
4770
<0.3
2.40
29.4
<0.50
<0.025
4.50
3.85
12.20
NP-SB-01-24B
HJ-0B32
4350
<0.3
2.10
24.3
<0.05
<0.025
5.40
3.40
11.60
NP-SB-01-29
(1J-0033
49(0
<0.3
2.40
30.5
<0.05
0.03
8.35
3.70
19.00
KP-SB-02-0
MJ-0821
4500
<0.3
10.00
37.9
<0.05
0.24
10.50
4.50
14.60
NP-SB-02-9
IU-OB22
10000
<0.3
5.10
55.0
<0.05
2.70
12.50
5.40
33.20
NP-SB-02-14
(0—0923
5700
<0.3
3.00
37.1
<0.50
9.90
14.40
4.15
12.10
HP-SB-02-19
l«-002*
11100
<0.3
7.40
55. J
<0.50
<0.025
13.30
5.20
35.50
NP-SB-02-29
KJ-0825
34B0
<0.3
2.20
21.1
<0.05
<0.025
4.95
2.45
10.70
NP-SB-03-0
MJ-0B14
5850
<0.3
9.20
28.9
<0.50
0.11
7.85
3.40
12.40
NP-SB-03-?
HJ-0817
12100
<0.3
8.40
44.5
<0.05
0.04
12.50
7.35
23.90
NP-SB-03-19
MJ-0818
BBOO
<0.3
3.00
53.0
<0.05
<0.025
9.75
5.85
15.00
NP-SB-D3-29A
IW-0819
9050
<0.3
5.70
47.1
<0.05
<0.025
10.20
5.35
21.90
NP-SB-03-29B
IU-0B20
4740
<0.3
4.90
25.4
0.11
0.03
5.10
2.05
19.10
NP-SB-04-0
M-2409
12500
<1.0
5.25
33.0
0.27
0.07
11.00
5.00
22.10
NP-SB-04-5
IU-2402
9550
<1.0
19.00
44.0
0.35
12.10
2120.00
4.80
314.00
NP-SB-04-9
HJ-240J
10300
<1.0
10.00
40.0
0.43
4.95
145.00
4.00
80.00
NP-SB-04-I4
IU-2404
13000
<1.0
3.25
95.0
<0.25
0.09
10.90
7.50
19.50
NP-SB-04-19
MJ-2405
10450
<1.0
2.90
48.0
<0.25
0.07
9.10
4.70
22.50
NP-SB-04-24
KJ-2406
5300
<1.0
0.50
IB. 5
<0.25
<0.05
5.20
<2.5
8.60
NP-SB-04-29
HJ—2407
4400
<1.0
0.75
15.5
<0.25
<0.05
4.30
3.20
10.10
NP-SB-04-34
IU-240B
10850
<1.0
7.00
50.0
0.35
0.18
10.40
12.50
25.20
NP-SB-05-0
MJ-0403
9700
<1.0 U
11.00
50.0
0.25
2.00
45.00
4.40
27.00
HP-SB-05-4
MJ-0404
9500
<1.0 U
14.00
53.0
0.27
0.90
22.00
7.00
24.00
NP-SB-05-14
I1J -0406
15000
<1.0 U
IB. DO
80.0
0.39
<0.05 U
13.00
9.00
19.00
NP-SB-05-19A
IU -0407
11000
<1.0 U
12.50
53.0
0.29
0.07
9.50
7.00
22.00
NP-SB-05-19B
MJ-040B
10000
<1.0 U
12.00
53.0
<0.25 U
<0.05 U
9.00
4.50
21.00
NP-SB-05-24
rw-040?
2200
<1.0 U
2.00
10.0
<0.25 U
<0.05 U
3.10
<2.50 U
5.00
NP-SB-05-34
NJ-0410
11000
<1.0 u
13.00
4B.0
0.29
0.05
9.50
4.00
29.00
NP-SB-05-39
IH-0411
5000
<1.0 u
5.50
15.0
<0.25 U
<0.05 U
4.50
5.30
14.00
NP-SB-04-0
NP-SB-04-4
HJ-0413
12000
<1.0 u
14.00
40.0
0.31
3.20
19.00
8.00
34.00
NP-SB-04-14
lU-0414
9000
<1.0 u
11.00
54.0
<0.25 U
0.04
9.00
7.30
18.00
UPDATE 10-Dec-B4
ON A WET WEIGHT BASIS
IRON
LEAD
CYANIDE
NANSANESE
HERCURY
NICKEL
SELENIUM SILVER
THALLIUM
TIN
VANADIUM
ZINC
8500.0
11.00
<0.50
160.0
0.14
9.35
<0.10 <0.15
<0.1
ND/B
19.5
51.50
11000.0
14.00
<0.50
2D4.0
0.11
19.10
<0.10 <0.15
<0.1
ND/B
20.4
45.10
17100.0
1.70
1.37
301.0
0.14
14.40
<0.10 <0.15
<0.1
ND/B
22.2
231.00
10400.0
l.BO
<0.50
132.0
0.14
24.40
<0.10 <1.50
<0.1
<10.0
34.1
1850.00
3640.0
0.50
<0.50
39.0
0.14
3.90
<0.10 <0.15
<0.1
ND/B
10.7
486.00
7250.0
1.20
<0.50
74.9
0.11
4.30
0.13 <0.15
<0.1
ND/B
20.9
19.10
4250.0
1.20
<0.50
48.9
1.40
5.45
<0.10 <0.15
<0.1
ND/B
18.1
15.60
4900.0
1.40
<0.50
80.9
<0.10
4.15
<0.10 <1.50
<0.1
ND/B
25.5
19.70
9250.0
20.00
<0.50
161.0
0.11
10.90
<0.10 <0.15
<0.1
ND/B
20.2
91.00
10100.0
2.20
<0.50
151.0
0.17
10.30
<0.10 <0.15
<0.1
<10.0
33.4
1410.00
5850.0
1.20
<0.50
78.9
<0.10
13.20
<0.10 <0.15
<0.1
<10.0
23.4
2530.00
14200.0
4.10
<0.50
213.0
0.14
11.10
<0.10 <0.15
<0.1
<10.0
33.9
110.00
4420.0
0.81
<0.50
43.9
<0.10
3.45
<0.10 <0.15
<0.1
ND/B
18.4
12.90
7800.0
8.30
<0.50
125.0
<0.10
10.80
<0.10 <0.15
<0.1
<10.0
14.4
81.00
14100.0
3.00
<0.50
171.0
0.17
12.30
<0.10 <0.15
<0.1
<10.0
40.0
32.00
12300.0
2.00
<0.50
170.0
<0.10
8.70
<0.10 <0.15
<0.1
<10.0
29.B
42.00
12200.0
2.40
<0.50
171.0
0.11
10.40
<0.10 <0.15
<0.1
<10.0
28.3
28.70
9100.0
1.20
<0.50
148.0
<0.10
5.25
<0.10 <0.15
<0.1
ND/B
25.7
15.40
13100.0
1.90
<0.25
104.5
<0.10
9.00
0.15 <0.50
<0.5
<1.0
34.1
20.80
2215.0
297.00
0.40
243.0
<0.10
30.30
<0.10 <0.50
<0.5
1.4
47.4
1445.00
21750.0
3.50
0.48
750.0
<0.10
17.50
0.10 <0.50
<0.5
<0.1
32.3
400.00
13500.0
2.75
<0.25
200.0
<0.10
10.40
0.10 <0.50
<0.5
<1.0
38.5
90.00
10350.0
2.60
0.53
121.0
<0.10
7.50
0.10 <0.50
<0.5
<1.0
27.3
22.50
4240.0
1.30
0.35
43.5
<0.10
3.80
<0.10 <0.50
<0.5
<1.0
15.0
10.40
3650.0
1.05
<0.25
38.3
<0.10
7.20
<0.10 <0.50
<0.5
<1.0
14.2
10.40
11750.0
2.90
<0.25
151.0
<0.10
17.00
0.15 <0.50
<0.5
<1.0
33.B
53.70
14000.0
13.00
1.70
140.0
<0.10 u
11.70
<0.10 U <0.50 U
<0.5 U
1.2
25.0
190.00
18600.0
18.00
1.80
250.0
<0.10 U
13.00
<0.10 U <0.50 U
<0.5 U
4.4
27.0
140.00
16000.0
3.40
1.90
170.0
<0.10 U
13.00
<0.10 U <0.50 U
<0.5 U <1.0
U
37.0
42.00
11600.0
2.20
<1.00
150.0
<0.10 u
10.00
<0.10 U <0.50 U
<0.5 U
1.0
33.0
24.00
11200.0
2.00
<1.00
130.0
<0.10 u
9.00
<0.10 U <0.50 U
<0.5 U <1.0
u
24.0
23.00
2900.0
0.60
l.BO
31.0
<0.10 u
2.90
<0.10 U <0.50 U
<0.3 U <1.0
u
<10.0 U
6.50
9500.0
2.40
1.40
110.0
<0.10 u
8.00
<0.10 U <0.50 U
<0.5 U <1.0
u
35.0
20.00
9600.0
0.75
1.30
75.0
<0.10 u
B.00
<0.10 U <0.50 U
<0.3 U <1.0
u
20.0
13.00
14000.0
3.50
<1.00
200.0
<0.10 u
14.00
<0.10 U <0.30 U
<0.5 U <1.0
u
33.0
340.00
11000.0
2.20
1.90
130.0
<0.10 u
10.00
<0.10 U <0.50 U
<0.3 U <1.0
u
24.0
22.00
-------
FlLENAt1E:HESTERN
NESTERN PROCESSING
REMEDIAL INVESTIGATION
CA'd 1N0R6ANICS DATA
SUMMER 1904
DATA INPUT 10/15/84
ALL RESULTS
IN MG/KG
TRAFFIC
SOIL SAMPLE NO.
REPORT NO.
ALUMINUM
ANTIMONY
ARSENIC
BARIUM
BERYLLIUM
CADMIUM
CHROMIUM
COBALT
COPPER
NP-SB-06-19
MJ-0848
5400
<1.0
0.80
15.3
0.40
<0.05
4.10
<2.50
9.80
NP-SB-06-24
IU-0415
5500
<1.0 U
8.00
27.0
<0.23 U
.0.05
6.00
4.00
12.40
NP-SB-06-29
MJ-0416
11000
<1.0 U
15.00
60.0
0.33
0.10
15.00
10.00
26.00
NP-SB-04-34
MJ-0417
9600
<1.0 U
12.00
27.0
<0.25 U
0.07
B.00
4.00
22.00
NP-SB-07-0
MJ-0490
B550
<0.3
7.70
51.0
<0.50
1.50
32.40
7.05
33.30
NP-SB-07-9
HJ—0491
7400
<0.3
3.50
44.8
<0.50
0.04
¦9.20
4.45
15.30
NP-SB-07-19
MJ-0492
6950
<0.3
4.30
51.0
<0.05
<0.025
9.90
4.35
16.90
NP-SB-07-24A
NJ-0493
7100
<0.3
3.90
39.3
<0.50
<0.025
9.35
5.10
17.00
NP-SB-07-24B
IH-0494
8400
<0.3
37.00
37.3
<0.50
<0.025
B.40
3.95
15.70
W-SB—07-34
MJ-0495
2480
<0.3
1.40
14.1
<0.05
<0.025
3.85
2.05
9.9B
NP-SB-08-0
HJ-0450
5550
<1.0
10.60
44.0
<0.25
1.95
2B.80
5.40
28.00
7
NP-SB-08-9
IU-0451
4800
<1.0
1.40
26.0
0.25
0.17
30.60
3.50
13.10
NP-SB-08-14
IU-0452
5250
<1.0
1.50
20.6
<0.25
<0.05
5.20
2.60
9.50
<_n
KP-S8-08-19
IU-0453
2800
<1.0
1.65
13.5
0.27
<0.05
2.90
<2.50
7.30
NP-SB-08-24
HJ-0454
3450
<1.0
1.50
17.5
<0.25
<0.05
2.65
2.70
8.50
KP-SB-OB-29
IU-0455
3900
<1.0
0.65
17.5
<0.25
0.08
4.10
3.00
12.00
NP-SB-09-0
MJ-0418
7500
<1.0 U
11.00
50.0
<0.25 U
4.00
350.00
6.50
70.00
MP-SB-09-4
NJ-042J
4B00
<1.0 U
5.00
21.0
<0.25 U
<0.05 U
5.50
3.30
12.00
NP-SB-09-14
MJ-0419
5000
<1.0 U
4.00
23.0
<0.25 U
0.08
26.00
3.70
11.00
NP-SB-09-19
MJ-0B49
10100
<1.0 U
3.70
44. B
0.43
2.10
9.40
5.60
22.70
NP-SB-09-24
MJ-O420
5500
<1.0 U
6.00
29.0
<0.25 U
0.05
6.50
6.50
23.00
NP-SB-09-29
IW-0421
3000
<1.0 U
1.60
16.0
<0.25 U
0.29
3.50
2.70
9.50
NP-SB-09-34
(IJ—0422
4900
<1.0 U
6.00
24.0
<0.25 U
0.19
5.00
5.00
13.00
NP-SB-10-0
MJ-0496
7350
<0.3
7.50
41.6
<0.50
0.41
29.30
7.10
23.00
NP-SB-IO-9
IU-0497
8400
<0.3
3. BO
45.5
<0.50
<0.025
9.40
5. BO
16.10
NP-SB-IO-19
HJ-0498
4400
<0.3
3.40
3B.0
<0.05
<0.025
8.00
5.B5
12.60
NP-SB-10-24
MJ-0499
3900
<0.3
30.00
23.9
<0.05
<0.025
5.50
3.50
11.90
HP-S8-10-29
MJ-0500
9750
<0.3
6.70
68.0
<0.05
0.04
9; 05
7.00
25.30
MP—SB-11-0
MJ-0456
10700
<1.0
7.50
51.0
0.45
0.64
21.50
6.85
22.10
MP-SB-11-9
MJ-0457
11150
<1.0
4.10
54.5
0.60
0.06
10.00
6.70
18.00
MP—SB—11-14
MJ-045B
4950
<1.0
0.95
18.B
<0.25
<0.05
5.30
3.00
B.60
KP-NB-11-19A
tU—0459
8450
<1.0
1.25
3B.0
<0.25
0.09
B. 70
3.30
14.00
MP-SB-11 -19B
MJ—0460
9000
<1.0
2.80
40.0
0.38
O.OB .
8.10
4.10
IB.00
NP-SB-11-24
MJ-0441
4750
<1.0
2.90
26.5
0.40
<0.05
6.20
3.50
12.50
NP-SB-11-29
HJ-0442
4200
<1.0
1.40
28.0
<0.25
<0.05
5.30
4.00
14.00
NP-SB-12-0
HJ-0443
8500
<1.0
10.50
52.0
0.3B
1.09
45.00
7.30
31.30
UPDATE 10-Dec-B4
ON A WET WEIGHT BASIS
IRON LEAD
5150.0 <0.25
6000.0 1.40
14000.0 3.00
11600.0 1.40
19100.0 78.00
8800.0 1.60
12700.0 2.20
10400.0 1.80
9450.0 2.00
4120.0 0.7b
B750.0 4.40
4450.0 1.60
4600.0 1.10
3000.0 0.V5
3850.0 - 0.85
4700.0 <0.25
13500.0 230.00
5700.0 1.40
4900.0 1.BO
8400.0 <0.25
9000.0 1.50
3600.0 1.00
5800.0 1.30
13300.0 68.00
11900.0 1.70
21500.0 1.50
5850.0 <0.10
11900.0 2.60
12B00.0 62.00
13500.0 2.70
4700.0 0.95
6700.0 <0.25
B450.0 <0.25
6600.0 2.00
5.8 2.30
14500.0 1.50
CYANIDE NANSAMESE
<0.25 45.0
1.50 65.0
1.40 170.0
<1.00 95.0
<0.50 253.0
<0.50 70.9
<0.50 323.0
<0.50 173.0
<0.50 124.0
<0.50 98.4
<0.25 142.0
0.50 47.8
0.25 41.0
<0.25 36.0
<0.25 42.5
<0.25 54.0
7.20 200.0
<1.00 90.0
<1.00 140.0
<0.25 142.0
<1.00 120.0
<1.00 55.0
1.30 70.0
<0.50 259.0
<0.30 213.0
<0.50 307.0
<0.50 40.9
<0.50 178.0
<0.25 264.0
<0.25 258.0
0.35 50.0
<0.25 104.0
<0.25 155.0
<0.25 80.5
<0.25 73.0
0.25 229.0
MERCURY NICKEL
<0.10 3.90
<0.10 U 5.50
<0.10 U 17.00
<0.10 U 8.00
0.21 20.10
<0.10 6.70
0.11 7.65
0.23 9.25
0.17 8.00
<0.10 4.10
<0.10 12.30
<0.10 12.00
<0.10 3.30
<0.10 3.00
<0.10 3.10
0.15 4.00
<0.10 U 25.00
0.15 4.90
0.18 6.00
<0.10 11.80
0.20 10.00
0.15 6.00
0.15 6.00
0.11 18.00
0.11 B.05
0.11 8.80
0.14 4.20
0.11 8.60
<0.10 14.60
<0.10 9.50
<0.10 5.80
<0.10 6.60
<0.10 7.00
<0.10 6.00
<0.10 5.40
<0.10 20.00
SELENIUM SILVER
<0.10 <0.50
<0.10 U <0.50 U
<0.10 U <0.50 U
<0.10 U <0.50 U
<0.10 <0.15
<0.10 <0.15
<0.10 <0.15
<0.10 <0.15
<0.10 <0.15
<0.10 <0.15
<0.10 <0.50
<0.10 <0.50
<0.10 <0.50
<0.10 <0.50
<0.10 <0.50
<0.10 <0.50
<0.10 U <0.50 U
<0.10 U <0.50 U
<0.10 U <0.50 U
0.10 <0.50
<0.10 U <0.50 U
0.14 <0.50 U
<0.10 U <0.30 U
<0.10 <0.15
<0.10 <0.15
<0.10 <1.50
<0.10 <0.15
<0.10 <0.15
<0.10 <0.50
<0.10 <0.50
<0.10 <0.50
0.10 <0.50
0.10 <0.50
<0.10 <0.50
<0.10 <0.50
<0.10 <0.50
THALLIUM TIN
<0.5 2.1
<0.5 U <1.0
<0.5 U <1.0
<0.5 U <1.0
<0.1 ND/B
<0.1 <10.0
<0.1 <10.0
<0.1 <10.0
<0.1 <10.0
<0.1 ND/B
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 U 3.0
<0.5 U <1.0
<0.5 U I.I
<0.5 <1.0
<0.5 U <1.0
<0.5 U 1.0
<0.5 U <1.0
<0.1 <10.0
<0.1 <10.0
<0.1 <10.0
<0.1 ND/B
<0.1 <10.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
<0.5 <1.0
VANADIUM ZINC
14.4 9.00
U 16.0 12.00
U 32.0 31.00
U 26.0 19.00
28.1 135.00
30.B 18.90
31.9 11.80
27.5 21.70
25.1 20.00
15.2 7.BO
16.4 137.00
15.2 118.00
18.0 11.40
<10.0 8.00
<10.0 9.10
13.4 14.00
20.0 780.00
U 13.0 11.00
14.0 17.00
28.1 23.50
U 14.0 IB.00
<10.0 U 220.00
U 15.0 45.00
27.0 64.50
33.3 18.30
28.7 16.20
18.5 12.40
30.9 2B.20
31.2 87.00
32.5 26.50
17.0 9.80
24.5 17.00
25.2 20.80
19.0 13.00
16.0 12.30
28.6 91.00
-------
FItENAME:MESTERN
WESTERN PROCESSUS
REMEDIAL INVESTIGATION
DA'd INORGANICS DATA
SUMMER 19B4
DATA INPUT 10/15/84
SOIL SAMPLE NO.
TRAFFIC
REPORT NO.
ALL RESULTS IN MG/KG ON A WET WEIGHT BASIS
ALUMINUM ANTIMONY ARSENIC BARIUM BERYLLIUM CADMIUM CHROMIUM COBALT COPPER
IRON
LEAD CYANIDE MANGANESE MERCURY NICKEL SELENIUM SILVER THALLIUM TIN VANADIUM ZINC
NP-SB-12-9
MJ-0444
7200
<1.0
4.10
31.0
0.25
0.14
B. 10
4.10
12.10
1.1
1.50
<0.25
147.5
<0.10
7.10
<0.10
<0.50
<0.5
<1.0
24.4
22.00
WP-3B-12—14
HJ-0445
4000
<1.0
1.15
14.5
<0.25
<0.05
3.40
2.70
7.00
4350.0
152.00
<0.25
45.5
<0.10
3.50
<0.10
<0.50
<0.5
<1.0
12.0
9.90
MP-SB-12-19
MJ-0444
2750
<1.0
o.n
12.7
<0.25
<0.05
2.40
<2.50
4. BO
2900.0
5.95
<0.25
35.5
<0.10
3.00
<0.10
<0.50
<0.5
<1.0
<10.0
7.30
NP-SB-12-29A
MJ-0447
2050
<1.0
<0.50
B.l
<0.25
<0.05
2.70
<2.50
5.30
2750.0
O.BO
<0.25
33.5
<0.10
2.50
<0.10
0.40
<0.5
<1.0
<10.0
4.40
NP-SB-12-298
HJ-0448
2000
<1.0
<0.50
10.7
<0.25
<0.05
1.90
<2.50
5.80
<2.50
0.80
<0.25
30.0
<0.10
2.40
<0.10
<0.50
<0.5
<1.0
<10.0
4.50
I
CTN
NP-SB-13-0
IU-0B07
7550
<0.3
5.40
42.8
<0.50
0.23 <-
14. BO
" 4.10
27.40
11400.0
88.00
<0.50
203.0
0.31
14.20
<0.10
<0.15
<0.1
<10.0
28.4
58.50
NP-SB-13-4
IU-0808
4250
<0.3
4.70
42.4
<0.50
0.05 ^
11.70
' 5.25
15.10
11200.0
3. BO
<0.50
211.0
0.11
13.40
<0.10
<1.50
<0.1
ND/B
24.8
27.00
NP-SB-13-9
IU-0809
3950
<0.3
2.20
17.8
<0.50
<0.025
4.40
1.75
7.53
4420.0
1.30
<0.50
45.0
0.27
4.55
<0.10
<0.15
<0.1
ND/B
15.9
11.00
NP-SB-13-19
HJ—0610
2320
<0.3
2.10
11.8
<0.50
<0.025
4.70
2.10
5.7B
4410.0
0.05
<0.30
50.9
<0.10
4.40
<0.10
<0.13
<0.1
ND/B
17.5
10.40
NP-SB-13-29
NJ-OBll
2430
<0.3
1.40
13.5
<0.50
<0.025
3.70
2.25
5. IB
3910.0
0.05
<0.50
45.7
<0.10
3.50
<0.10
<0.15
<0.1
ND/B
11.5
9.35
NP-SB-14-0
IU-0470
4BS0
<1.0
9.50
195.0
0.30
3.05
95.50
7.50
142.00
20400.0
245.00
<0.23
295.0
0.30
40.00
<0.10
<0.50
<0.5
7.0
22.5
435.50
NP-SB-14-4
10—0471
7750
<1.0
1.40
32.0
<0.23
0.10
4.20
4.10
13.40
7300.0
4.40
<0.25
122.0
<0.10
4.70
<0.10
<0.50
<0.5
<1.0
18.0
1B.50
NP-SB-14-9
MJ-0850
7250
<1.0
1.20
35.8
0.50
O.OB
3.90
3.20
13.00
7450.0
0.40
<0.25
42.4
<0.10
7.10
<0.10
<0.50
<0.5
1.4
19.4
15.00
NP-SB-14-14
HJ-0472
4400
<1.0
7.10
22.0
<0.25
<0.05
4.60
3.80
10.30
4500.0
1.10
<0.25
43.2
<0.10
8.00
<0.10
<0.50
<0.3
<1.0
18.B
14.30
NP-SB-14-19
HJ-0473
5750
<1.0
3.30
25.5
0.27
0.04
4.00
4.50
14.50
3300.0
1.45
<0.23
43.0
<0.10
4.10
<0.10
<0.50
<0.5
<1.0
24.7
15.00
NP-SB-14-24
HJ-0487
3550
<1.0
0.95
12.3
<0.23
<0.05
3.80
<2.50
4.30
3800.0
1.10
<0.25
40.8
<0.10
3.00
<0.10
<0.50
<0.3
<1.0
11.6
7.90
NP-SB-14-29
MJ—0474
2350
<1.0
<0.50
11.8
<0.23
<0.05
2.50
<2.50
4.30
2380.0
0.93
0.26
22.8
<0.10
2.80
<0.10
<0.50
<0.3
<1.0
<10.0
7.50
NP-SB-14-34
IU-0S51
4410
<1.0
1.20
19.4
0.45
<0.05
4.60
3.00
7.50
4915.0
<0.23
<0.25
52.0
0.12
5.80
<0.10
<0.50
<0.5
1.8
15.2
12.30
NP-5B-14-39
MJ-048B
3200
<1.0
1.40
11.3
<0.25
<0.05
2.70
<2.50
7. BO
3100.0
1.30
<0.25
34.0
<0.10
4.00
<0.10
<0.50
<0.5
<1.0
<10.0
9.10
NP-SB-15-0
MJ-0475
5000
<1.0
1.20
59.0
0.30
2.30
34.00
8.50
40.50
10000.0
120.00
<0.25
327.0
0.13
64.00
<0.10
<0.50
<0.5
1.1
14.1
345.00
NP-SB-15-4
NJ-0474
8150
<1.0
2.20
34.5
0.40
0.08
7.40
3.80
14.50
9500.0
4.70
<0.25
112.0
<0.10
8.30
<0.10
<0.50
<0.5
<1.0
23.0
23.30
NP-SB-15-14
MJ-0477
4950
<1.0
0.70
21.0
<0.25
0.04
5. BO
2.40
9.50
4300.0
1.40
<0.25
49.0
<0.10
7.30
<0.10
<0.30
<0.5
<1.0
17.5
23.40
NP-SB-15-19
MJ—0478
4000
<1.0
1.90
14.5
<0.25
<0.05
3.10
3.80
e.oo
3700.0
1.30
<0.25
43.5
<0.10
5.80
<0.10
<0.50
<0.5
<1.0
<10.0
10.40
NP-SB-15-24
MJ-04B9
3450
<1.0
1.40
15.4
<0.25
0.50
4.20
4.00
9.00
3550.0
l.BO
<0.25
40.0
<0.10
5.30
<0.10
<0.50
<0.5
<1.0
<10.0
15.40
NP-SB-15-29A
HJ-0479
4200
<1.0
2.10
18.0
<0.25
0.20
7.00
5.70
10.00
4200.0
1.70
<0.25
217.0
<0.10
5.40
<0.10
<0.50
<0.5
<1.0
15.1
19.30
NP-SB-15-29B
MJ-0480
4400
<1.0
2.60
24.3
0.50
0.30
4.50
4.50
12.50
8500.0
1.90
<0.25
247.0
<0.10
7.10
<0.10
<0.50
<0.5
<1.0
17.7
23.30
NP-SB-14-0
MJ-0481
7500
<1.0
10.50
47.1
0.30
0.55
12.50
4.00
1100.
8900.0
52.00
1.B5
142.0
0.18
11.50
<0.10
<0.50
<0.5
<1.0
19.0
104.00
NP-SB-14-4
MJ-0482
4450
<1.0
5.20
14.5
0.40
<0.05
4.40
3.00
45.00
5450.0
1.05
<0.25
52.5
<0.10
4.40
<0.10
<0.50
<0.5
<1.0
13.7
13.80
NP-SB-14-14
NJ-0483
10850
<1.0
7.50
47.0
0.43
<0.05
10.20
5.90
17.40
10700.0
1.95
0.20
117.0
<0.10
8.50
<0.10
<0.50
<0.5
<1.0
33.5
22.80
NP-SB-16-19
MJ-04B4
4200
<1.0
2.40
16.1
0.30
0.14
5.40
3.70
10.30 .
4300.0
0.80
<0.25
4B.8
<0.10
5.80
<0.10
<0.50
<0.5
<1.0
20.4
13.50
NP-SB-14-29A
IU-0485
4000
<1.0
2.20
17.0
<0.25
<0.05
5.40
3.50
11.50
4900.0
1.25
<0.25
55.0
<0.10
4.50
<0.10
<0.50
<0.5
<1.0
24.3
10.40
NP-SB-16-29B
IU-0484
4750
<1.0
1.50
22.0
<0.25
<0.05
4.50
10.50
10.50
5100.0
1.40
<0.25
55.8
<0.10
4.80
<0.10
<0.50
<0.3
<1.0
24.0
11.00
NP-SB-17—0
MJ-0B12
B950
<0.3
9. BO
B9.5
<0.05
5.10
73.00
8.70
44.30
14000.0
270.00
0.84
345.0
<0.10
42.00
<0.10
0.17
<0.1
ND/B
25.7
1070.00
NP-SB-17-9
hj-obis
4500
<0.3
3.10
28.9
<0.05
<0.025
4.BS
4.00
12.80
7050.0
1.30
<0.50
151.0
0.14
5.50
<0.10
<0.13
<0.1
<10.0
23.3
14.80
NP-SB-17-19
HJ-0B14
3390
<0.3
2.00
19.1
<0.05
<0.025
4.25
1.90
8.08
4550.0
O.BO
<0.30
53.9
<0.10
3.25
<0.10
<0.15
<0.1
ND/B
13.4
10.40
NP-SB-17-29
MJ-0815
2500
<0.3
1.50
15.4
<0.05
<0.025
3.75
1.90
&.B3
3390.0
0.45
<0.50
37.3
0.17
2.75
<0.10
<0.15
<0.1
ND/B
11.4
9.05
UPDATE IO-Dec-84
-------
FILENAME:WESTERN
WESTERN PH0CESSIN6
REMEDIAL INVESTIGATION
BA'd INORGANIC5 DATA
SUMMER 1964
DATA INPUT 10/15/04
ALL RESULTS
IN MG/KG
ON A WET
WEIGHT BASIS
TRAFFIC
SOIL SAMPLE NO.
REPORT NO.
ALUMINUM
ANTIMONY
ARSENIC
BARIUM
BERYLLIUM
CADMIUM
CHROMIUM
COBALT
COPPER
IRON
LEAD
CYANIDE
MANGANESE
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUH
TIH
VANADIUM
ZINC
NP-SB-1B-0
MJ-0802
4750
<0.3
7.80
42.4
<0.05
0.39
16.10
4.60
IB. 90
13300.0
33.00
<0.50
208.0 -
0.21
10.00
<0.10
<0. IS
<0.1
ND/B
24.2
90.00
NP-SB-18-9
MJ-0803
3990
<0.3
2.70
19.3
(0.05
<0.025
4.65
2.00
8.0B
5500.0
1.00
<0.50
54.4
<0.10
4.45
<0.10
<0.15
<0.1
ND/8
16.6
12.00
NP-SB-I8-I9
MJ-0804
7400
<0.3
4.90
43.4
<0.05
<0.025
9.10
5.05
17.30
10500.0
1.90
<0.50
127.0
0.14
8.60
<0.10
<0.15
<0.1
<10.0
27.8
23.00
NP-SB-1B-24A
MJ-0805
2670
<0.3
1.80
14.7
<0.05
<0.025
4.00
3.25
5.83
4480.0
0.75
<0.50
48.4
0.11
3.90
<0.10
<0.15
<0.1
ND/B
13.1
10.60
NP-SB-IB-24B
IU-0B06
2200
<0.3
1.20
11.7
<0.05
<0.025
3.05
2.20
5.48
3640.0
0.65
<0.30
41.2
0.11
4.35
<0.10
<0.13
<0.1
ND/B
10.1
8.65
I
NP-SB-19-0
HJ-0B3B
10750
1.0
8.00
51.3
0.30
3.30
144.00
5. BO
56.70
16000.0
4.50
0.325
191.0
0.12
14.30
0.10
<0.50
<0.3
<1.0
29.6
100.50
HP-SB-19-9
MJ-0B39
11400
<1.0
4.70
53.1
0.60
0.20
9.90
5.20
27.50
11800.0
0.45
<0.25
167.0
<0.10
9.30
0.10
<0.50
<0.5
<1.0
30.8
34.50
NP-SB-19-14
HJ-0840
5950
<1.0
1.50
23.2
0.26
<0.05
5.40
3.30
9.40
9650.0
<0.25
<0.25
101.4
<0.10
4.90
<0.10
<0.30
<0.3
<1.0
17.6
9.50
KP-SB-19-19
KJ-0042
7500
<1.0
2.50
42.0
0.17
0.10
6.10
4.70
17.30
15450.0
<0.25
1.55
326.0
<0.10
B.OO
0.10
<0.50
<0.3
<1.0
21.2
15.60
NP-SB-19-24
HJ-0843
750
<1.0
<0.50
<5.0
(0.25
<0.03
0.86
<2.50
<2.50
650.0
0.50
<0.25
7.0
<0.10
<2.0
<0.10
<0.50
<0.5
(1.0
<10.0
1.50
NP-SB-19-29
MJ-0844
8350
<1.0
2.50
34.1
0.40
0.06
7. BO
4.10
17.80
8300.0
<0.25
<0.25
8B.2
<0.10
7.70
<0.10
<0.50
<0.5
<1.0
20.7
15.40
NP-SB-19-34
MJ-0845
8100
<1.0
10.50
27.4
0.40
0.07
5.10
3.30
20.70
3100.0
<0.25
<0.25
65.0
<0.10
4.30
0.10
<0.50
<0.5
<1.0
21.3
12.40
NP-SB-19-39
MJ-0846
4210
<1.0
1.30
11.8
0.29
<0.03
3.90
2.60
10.80
4750.0
<0.23
<0.25
30.2
<0.10
5. BO
<0.10
<0.50
<0.5
<1.0
12.2
9.50
NP-SB-19-46
HJ -0847
3000
<1.0
0.80
14.5
0.29
0.03
4.10
2.60
8.60
4450.0
<0.23
<0.25
49.1
<0.10
4.80
<0.10
<0.30
<0.5
2.3
11.8
11.20
NP-SB-20-0
HJ-0834
7800
<0.3
9.30
42.0
<0.05
0.27
7.40
4. BO
14. BO
9600.0
16.00
<0.50
258.0
0.24
6.00
<0.10
<0.15
<0.1
ND/B
21.6
62.00
HP-SB-20-9
HJ-0835
8130
<0.3
4.30
46.1
(0.05
<0.023
8.30
4.60
14.60
10300.0
21.00
<0.30
96.4
<0.10
8.00
<0.10
<0.15
<0.1
ND/B
29.6
19.50
NP-SB-20-19
MJ-0B36
8400
<0.3
4.90
44.2
(0.03
<0.025
10.60
5.45
16.BO
11800.0
1.70
<0.50
136.0
<0.10
9.90
<0.10
<1.50
<0.1
<10.0
32.9
16.70
NP-SB-20-29
MJ-0837
3030
<0.3
1.70
16.6
<0.03
<0.025
4.40
1.90
7.3B
4460.0
0.66
<0.30
34.4
<0.10
2.90
<0.10
<0.15
<0.1
ND/B
12.8
10.30
GROUNDWATER SAMPLES
NP-6N-0I
IU-0875
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NO
ND
ND
ND
ND
ND
ND
NP-GH-02
MJ-0876
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NO
ND
ND
ND
ND
ND
ND
ND
ND
NP-GN-03
MJ-0877
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
m
ND
ND
ND
NP-NH-34A
HJ-087I
19500
<20.0
<10.00
132.0
<3.00
(1.00
52.00
<50.00
166.00
31350.0
33.40
NR
640.0
0.56
33.00
<2.00
<10.00
<10.00
<20.00
<200.0
177.00
NP-HN-34B
MJ-0870
1525
<20.0
<10.00
283.0
<3.00
<1.00
(10.00
<50.00
62.00
16800.0
5.70
NR
810.0
<0.20
<40.00
<2.00
<10.00
<10.00
<20.00
<200.0
91.00
NP-NH-35
MJ—0869
1140
<20.0
<10.00
<100.0
(3.00
<1.00
26.00
<50.00
434.00
6490.0
164.00
NR
271.0
<0.20
111.00
<2.00
(10.00
<10.00
<20.00
(200.0
2260.00
NOTE: 1. 6U-01, 02, AND 03 HERE COLLECTED FROM ONSITE MONITORING NELLS
HB-01, 02, AND 03 RESPECTIVELY. GN-03 HAS COLLECTED FROM THE
AS FOOT DEPTH PORTAL OF THE NEST BAY MULTIPLE PORT SAMPLER
IN MB-03. HB-01 IS A 4-INCH NELL SCREENED AT 75 TO 95 FEET.
HB-02 IS A 4-INCH NELL ADJACENT TO HB-01 AND SCREENED AT 35 TO
55 FEET.
2. MN-34 AND 35 ARE OFFSITE NELLS INSTALLED IN JUNE, 1983. MN-34
IS A CLUSTER NELL CONSISTINS OF 34A AND 34B. MN-34A IS A
2-INCH NELL SCREENED AT 52 TO 62 FEET. MN-34B IS A 4-INCH NELL
SCREENED AT 124 TO 134 FEET. HH-3S IS A 4-INCH HELL SCREENED
_ AT 55 TO 73 FEET.
-------
FIlDWCiUESTERN
WESTERN PROCESSING
REMEDIAL IMVESTIQOTION
OA'd IN0R6ANICS DATA
aittCR 1384
DATA IWUT 18/13784
TRAFFIC
SOIL SAWIE NO. REPORT ML
ALUHINJN 1
ANTHONY
ARSENIC
BARIIM 1
BERYLLIUM
CADMIUM
ALL RESULTS
CHRONIW COBALT COPPER
IN MG/KG ON
IRON LEAD
A WET
CYANIDE
WEIGHT
NANBAICSE
BASIS
ICRCURY
NIOXL
SELENIUM
SILVER
THALLIIM
TIN
VMADItM
ZINC
*~-58-16-8
NJ-6862
6731
<8.3
7.88
42.4
<8.83
8.39
16.18
4.68
18.98
13388.8
33.88
<8.38
288.8
8.21
18.88
(8.18
<8.13
<8.1
M)/B
24.2
96.88
NP-SB-18-9
HJ-8883
3998
<8.3
2.78
19.3
<8.83
<8.823
4.63
2.88
8.88
5388.8
1.88
<8.38
34.4
<8.18
4.43
(8.18
<8.15
<8.1
W)/B
16.6
12.88
IP-SB-18-19
KJ-8884
7488
<8.3
4.98
43.4
<8.89
(8.823
9.18
5.83
17.38
18388.8
1.98
<8.38
127.8
8.14
6.68
(8.16
<8.15
<8.1
<18.8
27.8
23.86
NP-S8-18-24A
HJ-8885
2678
<8.3
1.88
14.7
<8.83
<8.823
4.88
3.25
3.83
4488.8
8.75
<8.38
48.4
8.11
3.98
(8.18
<8.13
<8.1
M)/B
13.1
18.68
lP-ffi-18-£4B
W-6886
2288
<8.3
1.28
11.7
<8.85
(8.823
3.85
2.28
5.48
3648.8
8.65
<8.38
41.2
8.11
4.35
<8.16
<8.15
<8.1
ND/B
18.1
8.65
HP-SB-19-6
NJ-8838
18738
1.8
8.88
31.3
8.38
3.38
144.88
5.68
56.78
1E888.8
4.58
8.323
191.8
8.12
14.38
8.18
<8.58
<8.3
<1.8
29.6
188.58
IP-58-19-9
NJ-8839
11488
<1.8
4.78
53.1
8.68
8.28
9.98
5.28
27.58
11888.8
8.45
<8.25
167.8
<8.18
9.38
8.18
<8.58
<8.3
<1.8
36.8
34.58
WP-S8-19-14
NJ-6848
3931
<1.8
1.38
23.2
8.26
(8.85
5.48
3.38
9.48
9858.8
<8.23
<8.23
181.4
<8.18
4.98
<8.18
<8.58
<8.3
<1.6
17.6
9.58
IP-S8-19-19
NJ-8842
7388
<1.8
2.38
42.8
8.37
8.18
6.18
4.78
17.38
15438.8
<8.23
1.33
326.8
<8.18
6.88
8; 18
<8.38
<8.3
<1.8
21.2
13.66
IP-SB-19-24
NJ-8843
738
<1.8
<8l38
<3.8
<8.23
<8. as
8.86
<2.58
<2.58
638.8
8.38
<8.23
7.8
<8.18
<2.8
(8.18
<8.58
<8l3
<1.6
<18.8
1.36
IP-SB-19-89
HJ-8844
8338
<1.8
2.38
34.1
8.48
8.86
7.88
4.18
17.88
8388.8
<8.23
<8.23
88.2
<8.18
7.78
<8.16
<8.58
<6.3
<1.6
28.7
13.46
UP-SB-I9-34
NJ-8843
8188
<1.8
18.38
27.4
8.48
8.87
5.18
3.38
28.78
3188.8
<8.23
<8.23
63.8
<8.18
4.38
8.18
<8.38
<8.3
<1.8
21.3
12.48
IP-SB-19-39
HJ-8846
4218
<1.8
1.38
11.8
8.29
<8.85
3.98
2.68
18.88
4758.8
<8.23
<8.23
38.2
<8.18
3.88
(8.18
<8.38
<8.5
<1.6
12.2
9.58
W-SB-19-46
NJ-8847
3888
<1.8
8.88
14.3
8.29
8.80
4.18
2.68
8.68
4458.8
<8.23
<8.23
49L1
<8.18
4.88
(8.18
<8l38
<8l3
2.3
11.8
11.28
IP-SB-20-6
NJ-8834
7888
<8.3
9.38
42.8
<8.83
8.27
7.48
4.88
14.88
9688.8
16.88
<8.58
238.8
8.24
6.88
<8.18
<8.13
<8.1
»/B
21.6
62.88
HP-SB-28-9
NJ-8833
8138
<8.3
4.38
46.1
(0.85
(8.823
8.38
4.68
14.68
18388.8
21.88
<8.58
96.4
<8.18
8.88
<8.18
<8.15
<8.1
W/B
29.6
19.38
tP-58-29-19
NJ-8836
8488
<8.3
4.98
44.2
<8.83
(8.823
18.68
5.45
16.88
11888.8
1.78
<8.38
136.8
<8.18
9.98
<8.18
<1.38
<8.1
<18.8
32.9
16.78
NP-SB-28-29
NJ-8837
3838
<8.3
1.78
16.6
<8.83
(8.823
4.48
1.98
7.38
4468.8
8.66
<8.58
54.4
<8.18
2.98
(8.18
<6.13
<8.1
mn
12.8
18.38
GROUNNATER SMUS
IP-6U-81
NJ-8875
881
<28
<18
123.8
<3
<1
<18
<58
<58
11888.8
<5
141.86
568.8
3.38
<46
(2
<16
<18
<28
(288
189.88
¦ » wi
NJ-6876
<268
<28
<18
(188
<5
<1
<18
<58
<56
17788.8
<5
181.86
1316.8
4.18
<48
e
<18
<16
<26
<288
71.88
W-6U-83
NJ-8877
3138
<28
<18
131.8
<5
8.86
23.88
<58
18B.86
6538.8
<5
867.86
2998.8
6.46
169.86
(2
<16
<16
(26
<286
927.88
NJ-8871
19588
(28.8
<18.88
132.8
<5.86
<1.86
52.86
<58.88
166.86
31358.6
33.48
NR
646.8
8.56
55.86
(2.88
<18.88
<18.88
<28.88
<288.8
177.88
HHW-34B
NJ-8878
1525
<28.8
(18.88
283.8
<5.88
<1.86
<18.88
<58.86
62.66
16888.8
5.78
NR
818.6
<8.26
<46.86
(2.86
<18.86
(18.88
<28.88
(288.8
91.88
WHW-33
NJ-8869
1148
(28.8
(18.88
<188.8
<5.88
<1.86
26.88
<58.88
434.86
6498.6
164.86
NR
271.8
<8.28
111.88
(2.86
<18.88
<18.88
<28.88
(288.8
2266.86
NOTE: 1. 6U-81, 82, BHD 83 HERE COLLECTED FROM QNSITE KWITORING HELLS
re-ei, 82, Ml 83 RESPECTIVELY. BH-83 US COLLECTED FROM ft€
68 FOOT DEPTH PORTAL OF Tt€ VEST BAY MULTIPLE PORT SfWLER
IN ffi-83. KB-01 IS fl 4-INCH NEIL SCREOEO AT 75 TO 95 FEET.
W-82 IS A 4-INCH WELL ADJACENT TO HB-81 AND SCREENED AT 33 TO
» FEET.
2. W-34 AND 33 ARE OFFSITE UELLS INSTALLED IN JUNE, 1983. NH-34
IS A CLUSTER HELL CCMSISTINB OF 34A AM) 34B. NU-34A IS A
2-INCH HELL SCREENED AT 52 TO 62 FEET. NW-348 IS A 4-INCH NELL
UPDATE 12-Dec-84
-------
APPENDIX G
Summary of Contract Laboratory
Program (CLP) Organics Data;
Soil and Groundwater Samples and
Transport Blanks
-------
ORGANIC/INORGANIC DESCRIPTOR DEFINITIONS
U = Undetected at given detection limit
C = Concentration corrected for blank
M = K = Not quantified but concentration is between the
stated detection limit and five times the detection
limit
ND = No data currently available. Sample was not submitted
to the CLP for analysis
ND = NT = Sample submitted to the CLP but no test data was
received. Sample assumed not tested
NA = Sample not analyzed. Sample not submitted to the CLP
for analysis
J = Estimated concentration
ND/B = UB = Not detected due- to contamination in laboratory
blank. Concentration corrected for blank error to
indicate nondetection.
G-l
-------
FIL£NAIE:GRGANIC2
WESTERN PROCESSING
5/84 TO 7/84
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAWLES
ALL COtCENTRATIONS IN US/K6 ON A DRY HEIGHT BASIS
TRAFFIC
1,1,1-TRI- 1,
,1-DICrilORO-
1,1,2,2-TETRA-
SOIL SAMPLE N0.
REPORT NO.
BENZENE
CHLORQBENZENE
M.ORGETHW
ETHANE
CHLOROETHANE
UP-NB-01-0
NA
NA
NA
NA
Nfl
HHtt-01-5
J—4661
25.0 U
25.0 U
23.0 U
25.0 U
50.0 U
HP-W-91-10
J-4662
25.0 U
25.0 U
25.9 U
25.0 U
50.0 U
IMMH5
J-4663
25.0 U
25.0 U
25.0 U
25.0 U
59.0 U
UP-NB-91-29
J-4664
5.0 U
5.0 U
5.0 U
5.9 U
19.9 U
UP-ttWl-25
J-4665
5.0 U
5.0 U
5.0 U
5.9 U
19.9 U
•H8-91-38
J-4666
5.0 U
5.9 n
5.0 U
5.9 U
10.0 U
UfHWl-35
¦J-4667
5.9 U
5.0 U
5.0 U
5.9 U
19.9 U
WH8-01-40
J-4668
5.0 U
5.9 U
5.0 U
5.9 U
10.0 U
IP-MM1-50
J-4669
5.0 U
5.0 U
5.0 U
5.9 U
19.9 U
UP-HB-C1-60
J-4670
5.0 U
5.0 U
5.0 U
5.9 U
19.9 U
HMO-I1-70A
J—4671
25.0 U
25.0 U
25.0 U
25.0 U
50.9 U
UP-W-01-70B
J-4672
5.0 U
5.0 U
5.0 U
5.9 U
19.9 11
»H®-«-fl0
J-4673
5.0 U
5.0 U
5.0 U
5.0 U
10.0 U
WP-W-01-90
J-4674
NT
NT
NT
NT
NT
KHIM1-100
J-4675
NT
NT
NT
NT
NT
UP-MB-02-0
J-4676
10.0 U
10.0 U
10.0 U
19.0 U
19.0 U
KHO-02-5
J-4677
10.0 U
10.0 U
10.0 U
10.0 U
10.9 U
WP-NB-02-10
J-467B
10.0 U
10.0 U
10.0 U
10.0 U
19.0 U
tf>-K0-02-15
J-4679
2.0 H
10.0 U
10.0 U
10.0 U
19.9 U
HP-NB-02-20
J-4680
10.0 U
10.0 U
10.0 U
10.0 u
19.9 U
n>-m-«e-25
J-4681
10.0 U
10.0 u
10.0 U
10.0 u
10.0 U
HP-TO-02-30
J-4682
10.0 U
10.0 u
10.0 U
10.0 u
19.9 U
IP-NB-02-40A
J-46B3
10.0 U
10.0 U
10.0 U
10.0 U
19.0 U
UP-NB-92-40B
J-46B6
10.0 U
10.0 u
10.9 U
10.0 U
19.9 U
UP-NB-02-50
J-4684
10.0 U
10.0 u
19.9 U
10.0 U
10.0 U
«He-02-60
J-4685
10.0 U
10.0 U
19.9 U
10.0 U
10.0 U
UP-W-03-6
J-4687
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
UP-KB-03-5
J-4688
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
IP-HB-03-10
J-4689
8750.0 U
8750.0 U
B750.0 U
8750.0 U
8759.9 U
WHffl-83-15
J-4690
3675.9 U
3675.0 U
3675.0 U
3675.0 U
3675.9 U
UP-ffi-03-20
J-4691
" 3.0 U
'3.0 u'
3.0 U
3.9 U
3.0 U
UP-W-03-25A
J-4692
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
«Hffl-93-25B
J-4693
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
WFHffl-93-34
J-4694
3.5 U
3.5 U
3.5 U
3.5 U
3.5 U
IP-W-13-40
J-4695
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
WHffl-03-50
J-4696
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
V-MB-43-60
J-4697
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
UP-NB-03-70
J-4698
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
IP-NB-03-B0
J-4699
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
UP-MB-03-90
J-4700
3.6 U
3.6 U
3.6 U
3.6 U
3.6 J
HMffl-03-109
J-4751
3.4 U
3.4 U
3.4 U
3.4 U
3.4 U
TRANS-1,2 HETHYLE)€ FLUOROTRICHLORO TETBACHLORO-
CHlORCFORH DICV8.GROETHENE ETHYLBENZENE CHLORIDE CHLCROKETHftNE METHANE EThENE TOLUENE
Nfl
NA
Nfl
Nfl
NA
Nfl
Nfl
25.0
U
25.0
U
109.0
N
208.0 N
59.0 U
25.9
U
185.0
25.0
U
25.0
U
25.0
J
368.0
50.0 U
25.0
U
25.0 U
25.8
U
25.0
u
25.0
LI
251.0
50.0 U
25.0
y
25.0 U
5.0
U
5.0
u
5.0
U
13.4 M
19.9 U
5.0
U
5.0 U
5.0
u
5.0
u
5.0
U
38.0 N
19.9 U
5.0
U
5.0 U
5.0
u
5.9
u
5.9
U
29.0 N
19.9 U
5.9
U
5.0 U
5.0
u
5.0
u
5.9
U
38.0 N
10.0 U
5.0
U
5.0 U
5.0
u
5.9
u
5.0
U
41.0 n
19.0 U
5.9
U
5.0 U
5.0
u
5.9
u
5.0
U
28.0 N
19.0 U
5.0
U
5.9 U
5.0
u
5.0
0
5.0
U
45.0 N
10.0 U
5.0
U
5.0 U
25.0
u
25.0
u
25.0
U
66.9 N
59.9 U
25.0
U
25.0 U
5.0
u
5.0
u
5.0
U
29.9 N
19.9 U
5.0
U
5.9 U
S.0
u
5.9
u
5.9
U
334.9
19.9 U
5.9
u
5.0 U
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
10.0 U
10.0 U
10.0 u
13.0 u
10.0 u
10.0 U
10.0 u
10.0 u
10.0 U
10.0 u
10.0 U
2.6 U
3.0 U
8750.0 U
3675.0 U
3.0 U
3.0 U
£.9 U
3.5 U
2.9 U
2.9 U
3.2 U
2.9 U
2.9 U
3.6 U
3.4 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
2.6 U
6.1 M
8730.0 U
3675.0 U
3.0 U
3.0 U
2.9 U
3.5 U
2.9 U
2.9 U
3.2 U
2.9 U
2.9 U
3.6 U
3.4 U
10.0 U
77.0
10.9 U
20.0
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
2.6 U
3.0 U
8750.0 U
3675.0 U
3.1 ij
3.0 U
2.9 U
3.5 U
2.9 U
2.9 U
3.2 U
2.9 U
2.9 U
3.6 U
3.4 U
10.0 U
10.0 U
48.0
430.0
23.0
10.0 U
10.0 U
18.0
10.0
10.0 U
10.0 U
30.0
47.0
8750.0
7411.0 H
3.0
5.0 N
7.0 N
25.0
13.0 N
17.0
15.0 N
18.8
19.0
5.3
24.0
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
' 10.0 U
10.0 u
2.6 U
3.0 U
8750.0 U
3673.0 0
3.0 U
3.0 li
2.9 U
3.5 U
2.9 I)
2.9 U
3.2 U
2.9 U
2.9 U
3.6 U
3.4 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 u
10.0 u
10.0 U
2.6 U
3.0 U
8750.0 U
3675.0 U
3.0 U
ii u
2.9 U
3.5 U
2.9 U
2.9 U
3.2 U
2.9 U
2.9 U
3.6 U
3.4 U
10.0 U
65.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
2.6 U
3.0 U
8750.0 U
3675.0 U
"m ii
3.0 U
2.9 U
3.5 U
2.9 U
2.9 U
3.2 U
2.9 U
2.9 U
3.6 U
3.4 U
Nfl
80.0 N
74.0 N
298.0
B.4 H
5.0 H
220.0
70.0
17.0 *
8.1 n
1B.0 (1
25.0 N
5.0 U
13.0 K
NT
NT
10.0 U
74.0
5.0
160.0
6.0 N
7.0 H
10.0 U
1.0 H
10.0 U
10.0 U
4.0 K
2.6 U
3.0 U
11000.0 H
3675.0 U
3.0 U
3.0 U
2.9 U
3.5 U
2.9 U
2.9 U
3.2 U
2.9 U
2.9 U
3.6 U
3.4 U
-------
FILENP*:OSGANIC£
WESTERN PROCESSING
5/8* TO 7/84
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ILL CONCENTRATIONS IN U6/KB ON A DRY WEIBfT BASIS
TRAFFIC
1,1,1-TRI- 1,
1-D1CHLGRO-
1,1,2,2-TETRfr-
TRANS-1,2
METHYLENE
FLUOROTR1CHLORD
TETRACHORD-
SOIL SflWLE N0.
REPORT NO.
BEN2ENE
OLOROBEN2EIC
CHLOROETWNE
ETHANE
CHLOROETHANE
OUROFORH
DICHLOROETHENE
ETHYLBENZENE
CHLORIDE CHLOROHETHANE
HETHANE
ETHEtt
TOLUENE
WP-IB-Jl-fl
J-4776
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
16.7 C
2.5 U
2.5 U
2.5 U
3.1
IP-IB-81-4
J-4777
3.8 U
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
14.8 C
3.0 U
3.0 U
3.0 U
11.0
KHM1-9
J-4778
2.8 U
2.8 U
2.8 U
2.8 U
2.8 U
7.1
2.8 U
2.8 U
108.0 C
2.8 J
2.8 U
2.8 U
16.8
IP-IB-01-14
J-4779
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
13.7 C
2.7 U
2.7 U
2.7 U
5.3
WMB-01-19
J-4780
7.1 U
7.1 U
7.1 U
7.1 U
7.1 U
7.1 U
7.1 U
7.1 U
40.7 C
7.1 U
7.1 U
7.1 U
41.7
HMB-01-24
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
WHB-01-29
J-4781
3.1 U
3.1 U
3.1 U
3.1 U
3.2 U
3.1 U
3.1 U
3.1 I
23.8 C
3.1 J
3.1 U
3.1 U
7.0
tP-IB-01-34
J-4782
8.9 U
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
31.3 C
2.9 U
2.9 U
2.9 U
10.2
WMB-01-39A
J-4783
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 UB
2.6 J
2.6 U
2.6 U
18.8
HMMI-39B
J-47B4
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
8.2 C
2.6 U
2.6 U
2.6 U
15.7
HP-IB-01-59
J-4785
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 UB
2.5 U
2.5 U
2.5 U
4.8
HHM2-0
J-4786
2.2 U
2.2 U
2.2 U
2.2 U
2.2 U
2.2 LI
2.2 U
2.2 U
2.2 IS
2.2 U
2.2 U
2.2 U
2.2 U
KHB-02-4
J-4787
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 UB
2.4 U
2.4 U
2.4 U
2.4 U
KMB-02-9
J-4788
2.8 U
2.8 U
2.8 U
2.8 U
2.8 U
2.8 U
2.8 U
2.8 U
2.8 UB
2.8 U
2.8 U
29.9
2.8 U
WMB-02-14
J-4789
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 UB
2.7 U
2.7 U
219.0
38.0
WHB-02-19
J-4790
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
3.1 UB
3.1 U
3.1 U
4.4
16.4
HHB-02-24
J-32K
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
KHB-02-29
J-4791
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 UB
2.6 U
2.6 U
2.6 U
4.7
HHB-02-34
J-3203
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
34.8 C
2.7 U
2.7 U
2.7 U
2.7 U
WMB-02-39
J-4792
2.6 U
4.8
2.8 U
2.8 U
2.8 U
2.8 U
7.4
2.8 U
36.2 C
2.8 U
2.8 U
2.8 U
94.7
MP-IB-02-44
J-3284
2.3 U
2.3 U
2.3 U
2.3 U
2.3 U
2.3 U
2.3 U
2.3 U
2.3 UB
2.3 U
2.3 U
2.3 U
6.1
IP-IBH2-49
J-4793
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
19.2 C
2.6 U
2.6 U
2.6 U
7.8
NP-IB-02-54A
J-4794
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 UB
2.4 U
2.4 U
2.4 U
3.7
l#HB-02-54B
J-4795
4.7 U
4.7 U
4.7 U
4.7 U
4.7 U
4.7 U
4.7 U
4.7 U
4.7 UB
4.7 U
4.7 U
4.7 U
6.9
HP-IB-02-59
J-3205
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 UB
2.4 U
2.4 U
2.4 U
2.4 U
IP-IB-03-0
J-4550
S.5 U
5.5 N
5.5 U
5.5 U
11.0 U
5.5 U
5.5 U
5.5 U
19.0 N
11.0 U
NT
5.5 U
5.5 U
WHB-03-4
J-4551
5.5 U
5.5 U
5.5 U
5.5 U
11.0 U
5.5 U
5.5 U
5.5 U
24.0 N
11.0 J
NT
5.5 U
5.5 U
KMB-03-14
J-4552
6.8 U
6.0 U
6.0 U
6.0 U
12.0 U
6.0 U
6.0 U
6.0 U
17.0 H
12.0 U
NT
6.0 U
6.0 U
UP-IB-03-2*
J-4553
5.5 U
5.5 U
5.5 U
5.5 U
11.0 U
5.5 U
5.5 U
5.5 U
22.0 N
11.0 U
NT
5.5 U
5.5 U
IP-IB-03-34A
J-4554
6.5 U
6.5 U
6.5 U
6.5 U
13.0 U
6.5 U
6.5 U
6.5 U
33.0
13.0 U
NT
6.5 U
6.5 U
KP-IB-03-34B
J-4555
6.5 U
6.5 U
6.5 U
6.5 U
13.0 U
6.5 U
6.5 U
6.5 U
33.0
13.0 U
NT
6.5 U
6.5 U
WHB-03-39
J-4556
6.5 U
6.5 U
6.5 U
6.5 U
13.0 U
6.5 U
6.5 U
6.5 U
35.0
13.0 U
NT
6.5 U
6.5 U
UHB-03-W
J-4557
6.5 U
6.5 U
6.5 U
6.5 U
13.0 U
6.5 U
6.5 U
6.5 U
18.0 N
13.0 U
NT
6.5 U
23.0 N
UP-IB-03-49
J-4558
6.8 U
6.0 U
6.0 U
6.0 U
12.0 U
6.0 U
6.0 U
6.0 U
20.0 H
12.0 J
NT
6.0 U
6.0 U
WP-IB-03-54
J-4559
5.5 U
5.5 U
5.5 U
5.5 U
11.0 U
5.5 U
5.5 U
5.5 U
18.0 H
11.0 U
NT
5.5 U
5.5 U
tP-lB-03-59
J-4560
6.8 U
6.0 U
6.0 U
6.0 U
12.0 U
6.0 U
11.0 M
6.0 U
20.0 M
12.0 J
NT
6.0 U
6.0 U
UP-SB-fll-0
J-3279
2.709 U
2.780 U
2.700 U
2.780 U
2.780 U
2.780 U
2.700 U
2.780 U
2.700 H
2.700 U
2.700 U
2.700 U
2.700 U
IP-SB-01-4
J-3280
2.7M U
2.700 U
2.700 U
2.700 U
2.700 U
2.700 U
2.700 U
2.700 U
3.300 H
2.780 U
2.700 U
2.700 U
2.780 U
UP-SB-ei-9
J—3281
3.808 U
3.800 U
3.800 U
3.800 U
3.880 U
3.880 U
3.800 U
3.800 U
16.000 M
3.880 J
3.880 U
3.800 U
3.880 U
tP-SB-01-14
J-32B2
3.600 U
3.680 U
3.600 U
3.680 U
3.680 U
3.600 U
3.600 U
3.600 U
23,
3.600 U
3.600 U
3.600 U
3.680 N
-------
FILENfH€:DBGflN[C2
WESTERN PROCESSI Hi
5/84 TO 7/84
QUALITY ASSURED CLP 0R6ANIC-PRI0RITY POLLUTANT DATA
SOILS NMD 6R0UNDUATER SAH>l£B
ALL CONCENTRATIONS IN UB/K6 ON A DRY WEIWT BASIS
SOIL SIWLE m.
TRAFFIC
REPORT NO.
BENZEfC
QLOROBENZEIE
1,1,1-TR1- 1,
DUROETHANE
1-DICHLORO-
ETHANE
1(1,2,2-TETRA-
CHLOROETHANE
HP-SB-ei-19
J-3283
3.380
u
3.300 U
3.300 U
3.300 U
3.300
ll>-6B-01-24fl
J-3284
3.2(0
u
3.200 U
3.200 U
3.200 U
3.200
WP-SB-01-24B
J-3285
3.000
U
3.000 U
3.080 U
3.000 U
3.000
IP-S8-01-29
J-3286
3.500
U
3.500 U
3.580 U
3.500 U
3.500
wp-6B-c-e
J-3274
2.980
J
2.900 U
2.900 U
2.908 U
2.900
IP-SM2-4
ND
ND
ND
ND
ND
HP-SB-02-9
J-3275
3. £00
u
3. £00 U
3.600 U
3. £08 U
3.600
BHiB-02-14
J-3276
3.300
u
3.500 U
3.500 U
3.500 U
4.600
NP-SB-02-19
J-3277
4.000
u
4.800 U
4.000 UU
4.808 U
4.000 1
IP-BB-02-24
KD
ND
KD
ND
ND
WP-SB-02-29
J-3278
3.780
u
3.700 U
3.700 U
3.700 U
3.700 1
IP-SB-03-0
J-3269
3.180
u
3.100 U
3.100 U
3.100 U
3.100
HP—SB-83—4
W>
ND
ND
ND
ND
IIM5B-03-9
J-3270
3.880
u
3.800 U
3.800 U
3.800 U
3.300
HP-SB-03-14
ND
ND
ND
ND
ND
IP-SB-03-19
J-3271
3.800
u
3.800 U
3.800 U
3.800 U
3.800
NP-SB-03-24
ND
ND
ND
ND
ND
»-SB-«3-29fl
J-3272
3.600
u
3.600 U
3.600 U
3.600 U
3.600
WP-S8-03-29B
J-3273
4. £80
u
4.600 U
4.£00 U
4.600 U
4.600 1
IP-5B-03-34
IP-SB-04-0
J—3491
5.0
u
5.0 U
5.0 U
5.0 U
5.0
WP-S8-04-4
J-3492
3.3
u
3.3 U
3.3 U
3.3 U
3.3 1
IP-SB-04-9
J-3493
3.9
u
3.9 U
3.9 U
3.9 U
3.9
MP-SB-04-14
J-3494
3.5
u
3.5 U
3.5 U
3.5 U
3.5 1
1P-SB-M-19
J-3493
3.0
U
3.0 U
3.0 U
3.0 U
3.0
UP-SB-04-24
J-3496
2.9
u
2.9 U
2.9 U
2.9 U
2.9 1
IP-5B-04-29
J-3497
3.3
u
3.3 U
3.3 U
3.3 U
3.3
W—SB—®4—34
J-3496
3.6
u
3.6 U
3.6 U
3.6 U
3.6 I
UP-SB-95-fl
J-4755
2.4
u
2.4 U
2.4 U
2.4 U
2.4
HP-SB-05-4
J-4756
2.5
u
2.5 U
2.5 U
2.5 U
2.5 1
W-5B-I5-14
J-4756
2.8
u
2.8 U
2.8 U
2.8 U
2.8
18H3B-05-19A
J-4759
3.6
u
3.6 U
3.6 U
3.6 U
3.6 l
IP-5B-05-19B
J-4760
3.5
u
3.5 U
3.5 U
3.5 U
3.5
HMB-0S-24
J-4761
2.5
u
2.5 U
2.5 U
2.5 U
2.5 1
tP-SB-05-34
J-4762
3.1
u
3.1 U
3.1 U
3.1 U
3.1
WP-SB-05-39
J-4763
2.7
J
2.7 U
2.7 U
2.7 U
2.7 1
IP-SB-06-0
J-4764
2.7
u
2.7 U
2.7 U
2.7 U
2.7
WP-SB-06-4
J-4765
2.8
u
2.8 U
2.8 U
2.6 U
2.8
IP-SB-06-14
J-4766
2.9
u
2.9 U
2.9 U
2.9 U
2.9
3 C
'I
?-6 U
?.6 U
2.6 N
TRANS-1,2 fETHYLEft FLUOROTRICHLORO TETRfOLOHO-
CHUJROFORN DICHLOROETHENE ETHYLBENZEIC OURIDE CHL0R9CTHANE METHANE ETHENE TOLUENE
3.380 U
3.300
u
3.300
u
12.008
H
3.300 u
3.300 U
3.300 U
3.308 U
3.280 U
3.200
u
3.200
u
8.600
M
3.200 U
3.200 U
3.208 U
3.208 U
3.000 U
3.000
u
3.800
u
6.008
n
3.000 U
3.000 U
3.000 U
3.808 U
3.580 U
3.500
u
3.500
u
33.800
3.500 U
3.500 U
3.500 U
3.508 U
2.900 U
2.900
u
2.900
u
6.400
n
2.900 U
2.900 U
2.900 U
2.908 U
ND
ND
ND
ND
ND
ND
ND
ND
3.640 U
3.600
U
3. £00
u
29.800
3.600 U
3.608 U
3.600 U
3.600 U
3.500 M
3.500
u
3.500
u
25.000
u
1500 U
3.500 U
3.500 U
3.508 U
4.000 U
4.000
U
4.000
u
51.000
4.000 U
4.000 U
4.000 U
4.008 U
ND
KD
NO
ND
KD
ND
ND
ND
3.780 U
3.700
u
3.700
u
12.000
N
3.700 U
3.700 U
3.700 U
3.700 U
3.180 U
3.100
u
3.100
u
15.000
H
3.100 U
3.180 U
3.100 U
3.108 U
ND
H>
ND
ND
ND
ND
ND
ND
3.800 U
3.8W
u
3.800
u
26.000
3.800 U
4.B00 N
3.800 U
3.808 U
ND
ND
ND
ND
ND
ND
ND
ND
3.880 U
3.800
u
3.800
u
52.800
3.800 U
3.800 U
3.808 U
3.808 U
ND
ND
ND
ND
ND
ND
ND
ND
3.600 U
3.600
u
3.608
u
39.808
3.600 U
10.000 H
3.600 U
3.600 U
4.600 U
4.600
u
4. £00
u
62.000
4.600 U
4.600 U
4.600 U
4.600 U
5.0 U
5.0
u
5.0
u
12.8
5.0 U
3.0 U
5.0 U
5.8 U
3.3 U
3.3
u
3.3
u
40.0
3.3 U
3.3 U
3.3 U
3.3 U
3.9 U
3.9
U
3.9
u
65.0
3.9 U
3.9 U
3.9 U
3.9 U
3.5 U
3.5
U
3.5
u
64.0
3.5 U
3.5 U
3.5 U
3.5 U
3.0 U
3.0
U
3.0
u
20.8
3.0 U
3.0 U
3.0 U
3.8 U
2.3 U
2.9
u
2.9
u
17.0
2.9 U
2.9 U
2.9 U
2.9 U
3.3 U
3.3
u
3.3
u
72.8
3.3 U
3.3 U
3.3 U
3.3 U
3.6 U
3.6
u
3.6
u
57.8
3.6 U
3.6 U
3.6 U
3.6 U
2.4 U
2.4
U
2.4
u
40.9
C
2.4 U
2.4 U
2.4 U
2.4 U
2.5 U
2.5
u
2.5
u
50.2
c
2.5 U
2.5 U
2.5 U
2.5 U
2.8 U
2.8
U
2.6
u
28.9
C
2.8 U
2.8 U
2.8 U
4.8
3.6 U
3.6
u
3.6
u
100.0
c
3.6 U
5.4
3.6 U
8.8
3.5 U
3.5
u
3.5
u
117.0
C
3.5 U
3.3 U
3.5 U
8.2
2.5 U
2.5
u
2.5
u
16.3
c
2.5 U
2.5 U
2.5 U
2.5 U
3.1 U
3.1
u
3.1
u
30.8
c
3.1 U
3.1 U
3.1 U
3.1 U
2.7 U
2.7
u
2.7
u
24.5
c
2.7 U
£.7 U
2.7 U
2.7 U
2.7 U
2.7
u
2.7
u
33.4
c
2.7 U
2.7 U
2.7 U
3.1
2.8 U
2.8
u
2.8
u
60.0
c
2.8 U
2.8 U
2.8 U
3.6
2.9 U
2.9
u
2.9
u
73.5
c
2.9 U
2.9 U
2.9 U
12.2
2.6 U
?. R
II
u
%.a
c
?.fi U
2.6 U
2.6 II
3.7
-------
FILENAHE:0RGANIC2
WESTERN PROCESSING
5/84 TO 7m
DUflLITV ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL COUNTRATIONS IN US/K6 ON A DRY HEIGHT BASIS
SOIL SWIE N0.
TRAFFIC
REPORT NO.
BEN2E)€
DlOROBENZEtE
1,1,1-TRI- 1,
CHLOROETHMC
1-DICHLORO-
ETHW€
1,1,2,2-TETRA-
DCOROETHANE
tP-SMt-24
J-4767
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
1P-SB-I6-29
J-4768
3.1 U
4.0
3.1 U
3.1 U
3.1 U
HP-SW6-34
J-4769
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
UP-SM7-0
J-3243
2.6 U
2.8 U
2.8 U
2.8 U
2.8 U
UP-S8-07-9
J-3244
3.5 U
3.5 U
3.5 U
3.5 U
3.5 U
MP-SW7-19
J-3245
3.4 U
3.4 U
3.4 U
3.4 U
3.4 U
HM8-07-24A
J-3246
3.6 U
3.6 U
3.6 U
3.6 U
3.6 U
IP-5B-07-24B
J-3247
3.5 U
3.5 U
3.5 U
3.5 U
3.5 U
HP-SB-07-34
J-3248
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
u>-SB-«e-e
J-3206
4310.0 U
4310.0 U
4310.0 U
4310.0 U
4310.0 U
HP SB 00-9
J-3207
£350.0 U
6350.0 U
6350.0 U
6350.0 U
6350.0 U
H>-SB-0B-14
J-3208
3.3 U
3.0 U
3.0 U
3.0 U
3.0 U
HP g) 00 IS
J-32OT
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
WP-SB-08-24
J—3310
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
HP-S8-08-29
J—3211
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
W>-SB-«9-0
J-4770
2.3 U
2.3 U
2.3 U
2.3 U
2.3 U
HP-SB-09-4
J-4775
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
IP-5B-09-14
J—4771
4.8
2.8 U
4.6 U
2.8 U
2.8 U
NP-5B-09-19
J-4797
3.3 U
3.3 U
3.3 U
3.3 U
3.3 U
tP-SB-09-24
J-4772
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
WP-SB-09-29
J-4773
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
tf-SB-09-34
J-4774
3.3 U
3.3 U
3.3 U
3.3 U
3.3 U
UP-SB-10-0
J-3249
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
UP-SB-10-9
J-3250
3.4 U
3.4 li
3.4 U
3.4 U
3.4 U
UP-SB-10-19
J-3251
3.7 U
3.7 U
3.7 U
3.7 U
3.7 U
IP-SB-10-24
J-3252
2.7 U
2.7 U
2.7 U
2.7 U
2.7 U
HP-SB-10-29
J-3253
4.5 U
4.5 U
4.5 U
4.5 U
4.5 U
IP-SB-11-0
J-3212
2.8 U
2.8 U
2.8 U
2.8 U
2.8 U
HP-SB-11-9
J—3213
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
HP-SB-11-I4
J-3214
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
HP-58-11-19A
J—3215
4.0 U
4.0 U
4.0 U
4.0 U
4.0 U
HP-SB-11-19B
J-3216
4.0 U
4.0 U
2.5 N
4.0 U
4.0 U
UP-SB-ll-24
J—3217
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
HP-SB-11-29
J-3218
4925.0 U
4925.0 U
4925.0 U
4925.0 U
4925.0 U
HP-SB-12-fl
J—3219
NT
NT
NT
NT
NT
HP-SB-12-9
J-3220
5950.0 U
5950.0 U
5950.0 U
5950.0 U
5950.0 U
tf>-S&-12-14
J-3221
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
KH2H2-19
J-3222
2950.0 U
2950.0 U
2950.0 U
2950.0 U
2950.0 U
HP-SB-12-29A
J-3223
47350.0 U
47350.0 U
47350.0 U
47350.0 U
47350.0 U
TRANS-1,2 ((ETHYLENE FLUOROTRICH.ORO TETRACHLORO-
CHLORDFORN DIOUROETHEKE ETHYLBENZENE CM.ORIDE OiOmKDHNE «ETH»C ETtCNE TOLUENE
2.7 U
2.7 U
' 2.7 U
76.9 C
2.7 U
2.7 U
2.7 U
24.6
3.1 U
3.1 U
3.1 U
105.0 C
3.1 U
3.3
3.1 U
196.0
3.0 U
3.0 U
3.0 U
105.0 C
3.0 U
3.0 U
3.0 U
118.0
2. B U
2.8 U
2.8 U
3.1 N
2.8 U
2.8 U
2.8 U
2.8 U
3.5 U
3.5 U
3.5 U
5.0 N
3.5 U
3.5 U
3.5 U
3.5 U
3.4 U
3.4 U
3.4 U
9.0 M
3.4 U
3.4 U
3.4 U
3.4 U
3.6 U
3.6 U
3.6 U
7.6 K
3.6 U
3.6 U
3.6 U
3.6 U
3.5 U
3.5 U
3.5 U
15.0 N
3.5 U
3.5 U
3.5 U
3.5 U
3.1 U
3.1 U
3.1 U
7.5 N
6.3 U
6.3 U
6.3 U
6.3 U
4310.0 U
4310.0 U
4310.0 U
4310.0 U
4310.0 U
4310.0 U
4310.0 U
4310.0 U
6350.0 U
6350.0 U
6350.0 L
6350.0 U
6350.0 U
6350.0 U
6350.0 U
6350.0 U
3.0 U
3.0 U
3.0 U
136.0
3.0 U
2.5 M
3.0 U
3.0 U
3.0 U
4.9 N
3.0 U
206.0
3.0 U
3.0 U
3.0 U
3.0 U
3.1 U
18.0
3.1 U
306.0
3.1 U
3.1 U
3.1 U
3.1 U
3.0 U
59.0
3.0 U
106.0
3.0 U
3.0 U
5.4 M
4.5 N
2.3 U
2.3 U
2.3 U
27.9 C
2.3 U
2.3 U
2.3 U
2.3 U
2.4 U
2.4 U
2.4 U
45.5 C
2.4 U
2.4 U
2.4 U
2.4 U
2.8 U
2.8 U
2.8 U
56.4 C
2.8 U
2.8 U
2.8 I
13.9
3.3 U
3.3 U
3.3 U
162.0 C
3.3 U
3.3 U
3.3 U
15.7
2.7 U
2.7 U
2.7 U
56.7 C
2.7 U
2.7 U
2.7 U
18.3
2.5 UB
2.5 U
2.5 U
34.6 C
2.5 U
3.5 U
8.4 U
8.3
3.3 U
3.3 U
3.3 U
69.6 C
3.3 U
3.3 U
3.3 U
57.1
2.6 U
2.6 J
2.6 U
2.9 N
2.6 U
2.6 N
2.6 U
2.6 U
3.4 U
3.4 U
3.4 U
27.0
3.4 U
3.4 U
3.4 U
3.4 U
3.7 U
3.7 U
3.7 U
21.0
3.7 U
3.7 U
3.7 U
3.7 U
2.7 U
2.7 U
2.7 U
18.0
2.7 U
2.7 U
2.7 U
2.7 U
4.5 U
4.5 U
4.5 U
120.0
4.5 U
4.5 N
4.5 U
4.5 U
2.8 U
2.8 U
2.8 U
6.9 M
2.8 U
2.8 U
2.8 U
2.8 U
3.2 U
3.2 U
3.2 U
68.0
3.2 U
3.2 U
3.2 U
200.0
3.0 U
3.0 U
3.0 U
18.0 U
3.0 U
3.0 U
3.0 U
3.0 U
4.0 U
4.0 U
4.0 U
490.0
4.0 U
4.0 U
4.0 U
1070.0
4.0 U
4.0 U
4.0 U
4.0 U
4.0 U
2. 5 N
4.0 U
430.0
3.2 U
3.2 U
3.2 U
9.6
3.2 U
2.5 M
3.2 U
3.2 U
4925.0 U
4925.0 U
4925.0 U
4925.0 (J
4925.0 U
4925.0 U
4925.0 U
4925.0 U
NT
NT
NT
NT
NT
NT
NT
NT
5950.0 U
5950.0 U
5956.0 U
5950.0 U
S950.0 U
5950.0 U
5960.0 U
5950.0 U
3.0 U
3.6 N
3.0 U
96.0
3.0 U
3.0 U
3.0 U
13.0 M
2950.0 U
2950.0 U
2950.0 U
20000.0
2950.0 U
2950.0 U
2950.0 U
2950.0 U
47358.0 U
473S0.0 U
4735.0 U
5400.0 M
4735.0 U
4735.0 U
4735.0 U
4735.0 U
-------
F!LENAME:0RSflNIC2
WESTERN PROCESSING
5/B4 TO 7/84
DUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL CONCENTRATIONS IN US/KG « A DRY HEIGHT BASIS
TRAFFIC
1,1,1-TRI- 1
,1-DICHLORD-
1,1,2,2-TETRA-
TRANS-1,2
METHYLENE
FLUOROTRICHLORO
TETRACW.ORO-
SOIL SAMPLE N0.
REPORT NO.
DEN2BE
CH.OROBENZENE
CHLDRtETHfltC
ETHA)€
CHLOROETHANE
CHLOROFORM
DICHLORtETHENE
ETHYLBENZENE
CHLORIDE
CHLORONETHfWE
NETHANE
ETHENE
TOLUENE
WP-5B-12-29B
J-3224
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2.U
14.0 N
3.2 U
3.2 U
3.2 U
3.2 J
yp-SB-13-e
J-3264
2.9W U
2.900 U
2.900 U
2.900 U
2.900 U
2.900 U
2.900 U
2.900 U
6.200 H
2.908 U
2.900 U
2.900 U
2.900 U
WP-SB-13-4
J-3265
3.380 U
3.380 U
16.000 H
3.380 U
3.380 H
3.380 U
3.380 U
3.300 U
62.080
3.380 U
3.300 U
3.380 U
3.380 U
H>-5B-13-9
J-3266
3.100 U
3.100 U
3.100 U
3.100 U
3.100 U
3.100 U
3.100 U
3.108 U
5.500 H
3.100 U
3.100 U
3.100 U
3.100 U
HP-S8-13-14
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
WP-S6-J3-19
J-3267
3.500 U
3.500 U
3.500 U
3.500 U
3.560 U
3.500 U
3.500 U
3.500 U
36.000
3.500 U
3.500 U
3.500 U
3.500 u
HP-SB-13-24
»
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
HP-SB-13-29
J-326B
3.000 U
3.000 U
3.000 U
3.000 U
1000 U
3.000 U
3.000 U
3.0m u
16.000
3.000 U
3.000 U
3.000 U
3.000 U
WP-SB-13-34
ND
ND
M)
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
UP-SB-14-0
J-3236
3.2
1.2 U
1.6
1.2 U
1.2 U
5.0 ,
320.0
1.2 U
86.0 C
3.5 U
1.2 U
1.4
3.6
NMB-14-4
J-3239
1.2 U
1.2 U
57.0
1.2 U
1.2 U
1.2 U
390.0
2.6
140.0 C
3.5 U
1.2 U
20.0
24.0
IP-SB-U-9
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
WP-SB-14-14
J-3240
l.B U
l.B U
l.B U
l.B U
3.1
1.6 M
11.0
1.8 U
42.0 C
5.5 U
1.6 U
1.8 U
2.2
W>-SB-I*-I9
J-3241
1.3 M
1.3 U
1.3 U
2.3
1.3 U
2.0
5.0
1.3 U
56.0 C
4.0 U
1.3 U
1.3 U
1.8
HP-SB-14-24
J-4798
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
19.2 C
2.3 U
2.5 U
2.5 U
3.5 U
W^-SB-14-29
J-3242
9.5
1.3 U
1.3 U
1.3 U
1.3 U
6.1
1.3 U
1.3 U
42.0 C
4.0 U
1.3 U
1.3 U
2.2
WP-SB-14-34
J-4799
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
27.0 C
2.5 U
2.5 U
2.5 U
2.5 U
tf-SB-14-39
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
WP-SB-15-0
J-3226
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
134.0
2.9 U
1.1 U
1.1 U
1.1 U
IP-SB-15-4
J-3227
1.2 U
1.2 U
1.2 U
1.2 U
1.2 U
1.2 U
41.0
1.2 U
11.0
3.5 U
1.2 U
1.2 U
1.2 U
MP-SB-15-14
J-3226
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
12.0
4.0 U
1.3 U
1.3 II
1.3 U
H>-S&-15-19
J-3229
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
14.0
4.0 U
1.3 U
1.3 U
1.3 U
WP-SB-15-24
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
IP-SB-15-29A
J-3230
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
HP-SB-15-298
J—3231
1.5 U
1.5 U
1.5 U
1.5 U
1.5 U
2.8
l.B
1.5 U
67.0
4.6 U
1.5 U
1.5 U
1.5 U
W*—SB—16-0
J-3232
1.2 U
1.2 U
1.2 U
1.2 U
4.8
1.2 U
1.2 U
1.2 U
300.0
3.5 U
1.2 U
1.2 U
1.2 U
HP-SB-16-4
J-3233
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
1.1 U
17.0
2.9 U
1.1 U
1.1 U
1.1 U
H>-SB-16-14
J-3234
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
UP-SB-16-19
J-3235
1.5 U
1.5 U
1.5 U
1.5 U
1.5 U
1.5 U
1.5 U
1.5 U
70.0
4.6 U
1.5 U
1.5 U
1.5 U
HP-SB-16-29A
J-3236
1.2 U
1.2 1
1.2 U
1.2 U
1.2 U
1.2 U
1.2 U
1.2 U
32.0
3.5 U
1.2 U
1.2 U
1.2 U
HP-SB-16-29B
J-3237
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
1.3 U
49.0
4.0 U
1.3 U
1.3 U
1.3 U
ll>-SB-17-fl
J-3259
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6
7.B N
2.6 U
2.6 N
2.6 U
2.6 U
WP-SfM7-9
J-3260
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
6.1 H
3.2 U
3.2 U
3.2 N
3.2 U
UP-SB-17-19
J-3261
3.3 U
3.3 U
3.3 U
3.3 U
3.3 U
3.3 U
3.3 U
3.3 U
9.1 H
3.3 U
3.3 U
3.3 U
3.3 U
W-8B-17-29
J-3262
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
6.2 N
3.2 U
3.2 M
3.2 U
3.2 11
HP-SB-IB-0
J-3254
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
£.9 U
2.9 U
12.0 N
2.9 U
2.9 N
2.9 U
2.9 U
HP-SB-1B-9
J-3255
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
3.0 U
5.1 N
3.0 U
3.0 U
3.0 U
3.0 U
HP-SB-IB-19
J-3256
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
3.2 U
29.0
3.2 U
3.2 U
3.2 U
3.2 U
WP-SB-:18-24A'
J-3257
3.1 U
3.1 U.
3.1 U"
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
55.0
3,1 U
3.1 U
3.1 U
3.1 U
-------
FILENfflClORGBNICa
l£ STERN PROCESSING
5/84 TD 7/84
DUALITY ASSURED OP ORGANIC-PRIORITY POLLUTANT OATA
SOILS AND GROUNDWATER SAMPLES
ALL COKXNTRftTIONS IN UG/KG ON A DRY IC1GHT BASIS
TRAFFIC 1,1,1-TRI- 1,1-DICHLORO- 1,1,2,2-TETRft- TRflNS-1,2 ((ETHYLENE FLUCRQTRICK.ORQ TETRPCH.ORO-
SOIL SAWLE N9. REPORT NO. BENZENE OLOROBENZENE CHLOROETHANE ETWWE CHLOROETHflNE CHLOROFORM D1CHLOROETHENE ETHYLBENZENE CHLORIDE CHLORDNETHANE METHANE ETtOE TOLUENE
NP-5B-18-24B J-3258 3.1 U 11U 3.1U 3.1 U 3.1 U 3.1 U 3.1 U 3.1 U 20.9 3.1U 3.IU 3.1 U 3.1 U
«>-S8-19-fl
J—3291
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
HP-SB-19-9
J-3292
3.8 U
3.9 U
3.9 U
3.9 U
3.9 U
3.0 U
IP-SB—19-1*
J-3293
2.B U
2.8 U
2.8 U
2.8 U
2.8 U
2.8 U
HHB-19-19
J-3294
7.7 U
7.7 U
7.7 U
7.7 U
7.7 U
7.7 U
UP-58-19-24
J-3295
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
WP-SB-19-29
J-3296
3.8 U
3.9 U
3.9 U
3.9 U
3.9 U
3.9 U
IP-6B-19-34
J-3297
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
3.1 U
HP-SB-19-39
J-3298
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
UP-SB-19-46
J-3299
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.4 U
2.5 U
3.0 U
2.8 U
7.7 U
2.6 U
3.0 U
3.1 U
2.6 U
2.4 U
2.5 U
799.9 C
2.5 U
2.5 U
2.5 U
2.5 U
3.9 U
191.9 C
5.9
3.9 U
3.9 U
3.9 U
2.8 U
151.9 C
2.8 U
2.8 U
2.8 U
2.8 U
7.7 U
341.9 C
7.7 U
7.7 U
7.7 U
7.7 U
2.6 U
23.9 C
2.6 U
2.6 U
2.6 U
7.0
3.9 U
16.7 C
176.9
3.9 U
3.9 U
3.0 U
3.1 U
25.9 C
3.1 U
3.1 U
3.1 U
3.1 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.4 U
2.4 UB
2.4 U
2.4 U
2.4 U
2.4 U
5.3 U 5.3 U 5.3 UB 5.3 U 5.3 U
^ MK-ao-£e-s J-Jiae d.t> u f.bu d.b u t.b u £.tu c.bu 2.6 U 2.6 U 36.9 C 2.6 U 2.6 U
r WP-S8-20-19 J-32S9 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 U 2.9 UB 2.9 U 2.9 U
-J IP-SB-20-29 J-3290 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 2.6 U 32.3 C 2.6 UB 2.6 U
HP-SB-2^-4
J-32B7
5.3 U
5.3 U
5.3 U
5.3 U
5.3 U
5.3 U
HP-SB-29-9
J-3288
2.6 U
2.6 (J
2.6 U
2.6 U
2.6 U
2.6 U
WP-S8-20-19
J-3289
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
2.9 U
IP-SB-20-29
J-3290
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
2.6 U
5.3
U
5.3 U
2.6
U
38.4
2.9
U
289.0
2.6
U
28.3
6ftOMMATER SAMPLES
IP-6U-01
J-4565
19.899 U
10.909
U
10.000 U
10.999
U
19.990
U
19.990
U
10.080
U
10.009
U
19.999
U
19.099 U
19.000
U
10.909
U
10.901
I U
WHSW-92
J-4566
19.999 U
10.999
U
10.999 U
19.900
U
19.090
U
19.999
U
19.999
U
19.909
U
10.909
U
19.999 U
10.089
U
19.089
U
10.90t
1 U
UP-GIM3
J-4567
19.999 U
19.0
u
21.9 M
13.9
N
10.0
U
10.0
M
10.0
M
19.9
u
119.9
19.9 U
19.0
u
19.9
U
10. i
1 u
ifP hf.i nn
J-4578
5.999 U
5.999
u
5.999 U
5.000
U
10.999
U
5.000
U
3989.900
5.999
u
5.999
K
19.999 U
NT
5.909
U
5.90C
1 K
tf>-«M-34B
J-4577
5.999 U
5.999
u
5.999 U
5.999
U
19.099
U
5.099
U
5.090
U
5.999
u
5.099
K
19.099 U
NT
5.909
U
5.90(
1 K
UP-MU-35
J-4576
5.999 U
5.999
U
5.999 U
5.999
U
19.999
U
5.999
U
901.000
5.999
u
5.909
K
19.999 U
NT
5.999
U
5.0OC
1 K
-------
F1LENAME:0R6ANIC2
WESTERN PROCESSING
5/84 TO 7/84
DUALITY ASSURED CLP DRGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
HI CONCENTRATIONS IN U6/KB ON A DRY HEIGHT BASIS
SOIL SAMPLE N0.
TRAFFIC
REPORT NO.
THICHLOROETHEIC
ACETOK
2-BUTAMWE
CARBONDISJLFIDE
2-HEIANDNE
4-METKYl-
2-PENTANONE
WHO-01-0
NA
NA
NA
NA
NA
NA
HHO-01-5
J—4661
62.0 H
25.0 U
5.0 U
25.0 U
25.0 y
25.0 U
WHQ-ei-10
J-4662
50.0 M
1861.0
1520.0
5.0 U
25.0 U
112.0 M
WH®-01-15
J-4663
25.0 U
1187.0
206.0
5.0 U
25.0 U
39.0 M
HHffl-01-20
J-4664
5.0 U
1113.0
5.0 U
1.0 U
5.0 U
5.0 U
KHO-01-25
J-4665
5.0 y
7449.0
24.0 N
1.0 U
5.0 U
5.0 U
KHBH01-30
J-4666
5.0 U
21.0 M
5.0 U
1.0 U
5.0 U
5.0 U
W-tffl-01-35
J-4667
5.0 U
242.0
5.0 (J
1.0 U
5.0 y
5.0 U
tfHO-01-40
J-4666
5.0 U
427.0
5.0 U
1.0 U
5.0 U
5.0 U
UHffl-01-50
J-4669
5.0 U
49.0
5.0 U
1.0 U
5.0 y
5.0 U
tfHO-01-60
J-4670
5.0 U
48.0
5.0 U
1.0 U
5.0 U
5.0 U
WMO-01-70A
J-4671
25.0 U
9168.0
25.0 U
5.0 U
25.0 U
25.0 U
WMB-01-70B
J-4672
5.0 U
34.0
5.0 U
1.0 U
5.0 U
5.0 U
UP-MB-01-80
J-4673
5.0 U
66.0
5.0 U
5.0 U
1.0 U
5.0 U
HHO-01-90
J-4674
NT
NT
NT
NT
NT
NT
HHffl-01-100
J-4675
NT
NT
NT
NT
NT
. NT
wp-w-02-e
J-4676
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
HH&-K-S
J-4677
10.0 U
3300.0
2600.0
10.0 U
10.0 U
130.0
WfHffl-02-10
J-4676
10.0 U
2500.0
1375.0
10.0 U
10.0 U
10.0 y
UP-W-02-15
J-4679
28.0
1800.0
1600.0
10.0 U
10.0 U
62.0
WH®-02-20
J-4680
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
UP-NB-02-25
J—4681
10.0 y
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
WHffi-02-30
J-4682
10.0 u
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
HP-NB-02-40A
J-4683
10.0 y
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
WHffl-«2-40fl
J-4686
10.0 u
10.0 U
10.0 U
10.0 U
10.0 y
10.0 U
IP-NB-02-50
J-4684
10.0 u
10.0 U
10.0 U
10.0 U
10.0 u
10.0 U
WP-NB-02-60
J-4685
10.0 u
10.0 U
10.0 U
10.0 U
10.0 u
10.0 y
KHtB-03-0
J-4687
2.6 U
52.0 U
104.0 U
5.2 U
52.0 y
52.0 U
WHffl-03-5
J-4686
3.0 M
60.5 U
121.0 U
6.0 U
60.5 y
60.5 y
*H®-03-10
J-4689
21000.0 N 175000.0 U
350000.0 U
17500.0 U
175000.0 y
175000.0 U
WHffl-03-15
J-4690
3675.0 U
73500.0 U
147000.0 U
7350.0 U
73S00.0 U
73500.0 U
IP-NB-03-20
J-4691
3.6 N
68.5 U
137.0 U
6.9 U
68.5 U
68.5 U
WP-MB-03-25A
J-4692
3.0 U
60.0 U
120.0 U
6.0 U
60.0 U
60.0 U
HP-TO-03-25B
J-4693
2.9 U
58.5 U
117.0 U
5.9 U
58.5 y
58.5 U
WP-MB-03-34
J-4694
3.5 U
68.0 U
138.0 U
7.0 U
68.0 U
68.0 U
HHffl-03-40
J-4695
2.9 U
58.0 U
116.0 U
5.8 U
58.0 y
58.0 U
WHffl-03-50
J-4696
2.9 y
60.0 U
119.0 U
3.9 U
60.0 U
60.0 U
UP-HB-03-60
J-4697
3.2 U
6.3 U
126.0 U
6.3 U
63.0 U
63.0 U
WHB-03-70
J-469B
2.9 U
56.0 U
116.0 U
5.8 U
58.0 U
58.0 U
IP-NB-03-B0
J-4699
2.9 U
59.5 U
119.0 U
5.9 U
59.5 U
59.5 U
UP-NB-03-90
J-4700
3.6 U
71.5 M
143.0 U
7.0 U
71.5 U
71.5 U
IP-NB-03-100
J—4751
3.4 U
66.0 U
136.0 U
6.8 U
68.0 U
68.0 U
STYRENE TOTAL XYLENES
NA NA
25.0
U
267.0
25.0
y
25.0
U
25.0
u
25.0
U
5.0
y
5.0
U
5.0
u
5.0
U
5.0
y
5.0
U
5.0
u
5.0
u
5.0
y
5.0
u
5.0
u
5.0
u
5.0
u
5.0
u
23.0
u
25.0
u
5.0
u
5.0
u
5.0
u
5.0
u
NT NT
NT NT
10.0 u
10.0
U
10.0 U
520.0
10.0 u
10.0
u
10.0 U
110.0
10.0 u
10.0
u
10.0 u
10.0
u
10.0 U
10.0
u
10.0 u
10.0
u
10.0 u
10.0
u
10.0 u
10.0
u
10.0 u
10.0
y
2.6 U
2.6 U
3.0 U
3.0 U
8750.0 M
8750.0 U
3675.0 0
3675.0 0
' 3.0 U
3.0 U
3.0 y
3.0 U
2.9 U
2.9 U
3.5 y
3.5 U
2.9 U
2.9 U
2.9 U
2.9 U
3.2 U
3.2 U
2.9 y
2.9 U
2.9 U
2.9 U
3.6 U
3.6 U
3.4 U
3.4 U
DIELDRIN 4,V-DDT 4,4'-DDE ENDRIN HEPTACHLOR
ALDRIN
NA
0.005 U
0.005 U
0.005 U
0.805 U
0.005 u
0.005 U
0.005 U
0.885 U
0.005 u
0.005 u
6.005 U
0.005 U
0.005 u
NT
NT
NA
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
8.005 U
0.005 U
0.063 U
0.005 U
0.005 U
NT
NT
NA
Ml U
0.01 U
0.01 U
0.01 u
0.01 U
0.01 U
0.01 U
0.01 U
0.01 U
0.01 U
0.01 U
0.01 U
0.01 U
NT
NT
NA
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
NT
NT
NA
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
NT
NT
NA
0.005 U
0.005 U
0.005 'J
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
NT
NT
HEPTACHLOR
EPOXIDE
NA
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
0.005 U
NT
NT
.000 U
l.
000 U
1.00 U
i.0f
» u
1.000 U
1.01
90 LI
1.080 U
.000 U
l.
000 U
1.00 u
1.01
10 u
1.000 U
1.01
90 U
1.000 U
.000 y
l.
000 U
1.00 y
l.«
10 U
1.000 U
1.01
90 U
1.000 U
.000 y
l
000 U
1.00 y
1.01
(0 u
1.000 U
1.01
90 y
1.000 U
.000 y
l.
000 U
1.00 y
1.0C
10 U
1.000 U
1.01
90 y
1.000 U
.000 y
l.
000 U
1.00 u
1.0f
ffl u
1.000 U
1.01
90 U
1.000 U
.000 u
l
000 U
1.00 u
1.0C
n u
1.000 u
1.01
90 U
1.000 U
.000 u
i.
000 U
1.00 y
1.0C
n u
1.000 U
1.01
>0 y
1.000 y
.000 u
l.
000 U
1.00 u
1.000 U
1.000 U
1.01
90 U
1.000 u
.000 u
1.000 u
1.00 u
1.01
10 u
1.000 U
1.01
90 U
1.000 u
.000 y
l.
000 u
1.00 y
i.ec
» u
1.000 U
1.01
90 U
1.000 u
48.000 U
68.000 U
108.000 U
11.200 U
6.600 U
7.200 U
7.200 U
6.000 U
6.400 U
7.600 U
5.200 U
4.700 U
5.000 U
60.000 U
5.600 U
48.000 J
68.000 U
108.000 U
11.200 U
6.000 U
7.200 U
7.200 U
6.000 U
6.400 U
7.600 U
5.200 U
4.700 U
5.000 U
60.000 U
5.600 U
48.00 U
68.00 U
108.00 U
11.20 U
6.60 U
7.20 U
7.20 U
6.00 U
6.40 U
7.60 U
5.20 U
4.70 U
5.00 U
60.00 U
5.60 Li
48.000 U
68.000 U
108.000 U
11.200 U
£.800 U
7.200 U
7.200 U
6.000 U
6.400 U
7.600 U
5.200 U
4.700 U
5.000 U
60.000 U
5.600 U
48.000 U
68.000 U
108.000 U
11.200 U
6.800 U
7.200 U
7.200 U
6.000 U
6.400 U
7.600 U
5.200 U
4.700 U
5.000 U
60.000 U
5.600 U
48.000 U
68.000 U
108.000 U
11.200 U
6.808 U
7.200 U
7.200 U
6.000 U
6.400 U
7.600 U
5.200 U
4.700 U
5.000 U
60.000 U
5.600 U
48.000 U
68.000 U
108.000 U
11.200 U
6.800 U
7.200 U
7.200 U
6.000 U
6.400 U
7.600 U
3.200 U
4.700 U
5.000 U
60.000 U
5.600 U
-------
FIL£NRX£:ORGFMm
WESTERN PRDCESS1NB
5/84 TO 7/84
ajft-ITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL DMXNTRAT1IMS IN UG/KG ON A DRY HEIGHT BASIS
SOIL SAMPLE N0.
TRAFFIC
REPORT NO.
TRICHLOROEDENE
ACETONE 2-BUTAWNE CARBONDISULFIDE
2-HEXANONE
4-KETHYL-
2-PENTAM1NE
UP-1B-01-8
J-A776
2.5 U
9.0 C
2.5 U
2.5 U
2.5 U
2.5 U
IP-IB-01-4
J-4777
12.2
90.9 C
3.0 U
3.0 U
3.0 U
3.0 U
01—9
J-4778
862.8
221.0 C
2.0 U
2.8 U
2.8 U
2.8 U
NP-IB-81-14
J—4779
79.8
2060.0 C
18.2
2.7 U
2.7 U
2.7 U
IP-IB-01-19
J-47B8
31.6
1240.8 C
7.1 U
7.1 U
7.1 U
7.1 U
W-IB-01-24
NA
NA
NA
NA
NA
NA
UP-lB-01-29
J-47B1
3.1 U
469.5 C
3.1 U
3.1 U
3.1 U
4.9
W-IB-01-34
J-47B2
2.9 U
2990.8 C
45.0
2.9 U
2.9 U
2.9 U
W-IB-01-39A
J-47B3
2.6 U
713.0 C
13.1
2.6 U
2.6 U
2.6 U
WM&-81-39B
J-4784
2.6 U
1890.0 C
2.6 U
2.6 U
2.6 U
2.6 U
HP-IB-01-59
J-4785
2.5 U
37.7
2.5 U
2.5 U
2.5 U
2.5 U
UP-IB-02-0
J-47B6
2.2 U
2.2 UB
2.2 U
2.2 U
2.2 U
2.2 U
HP-IB-02-4
J-4787
2.4 U
2.4 UB
3.1
2.4 U
2.4 U
2.4 U
HP-IB-02-9
J-4788
88.0
254.0 C
2.8 UB
2.8 U
2.8 U
2.8 U
HP-I&-02-14
J-4789
206.8
261.0 C
32.6 C
2.7 U
2.7 U
9.8
UMB-82-19
J-4790
3.1 U
463.0 C
53.4 C
3.1 U
3.1 U
3.1 U
WP-IB-02-24
J-3202
NT
NT
NT
NT
NT
NT
1C-IM2-59
J-4791
2.6 U
163.0 C
17.9 C
2.6 U
2.6 U
2.6 U
WP-IB-02-34
J-3203
2.7 U
212.0 C
2.7 UB
2.7 U
2.7 U
2.7 U
H>-IB-02-39
J-4792
2.8 U
95.6 C
2.8 UB
2.8 U
2.8 U
2.8 U
WP-IB-02-44
J-3284
2.3 U
153.0 C
2.3 UB
2.3 U
2.3 U
2.3 U
1P-IB-82-49
J-4793
2.6 U
86.7 C
2.6 UB
2.6 U
2.6 U
2.6 U
WP-IB-02-54A
J-4794
2.4 U
8.9 C
2.4 UB
2.4 U
2.4 U
2.4 U
UMB-82-54B
J-4795
*.7 U
4.7 UB
4.7 U
4.7 U
4.7 U
4.7 U
UP-IB-02-59
J-3285
2.4 U
2.4 UB
3.7
2.4 U
2.4 U
2.4 U
WP-IB-83-0
J-4558
5.5 U
5.5 U
5.5 U
1.1 U
9.8 N
6.0 N
WP-IB-03-4
J-4551
5.5 U
5.5 U
5.5 U
1.1 U
5.5 U
5.5 U
U>-IB-03-14
J-4552
6.8 U
6.0 U
£.0 U
1.2 U
6.8 U
6.0 U
WP-IB-03-24
J-4553
5.5 U
5.5 U
5.5 U
1.1 U
5.5 U
5.5 U
WMB-03-34A
J-4554
6.5 U
6.5 U
6.5 U
1.3 U
6.5 U
6.5 U
UP-IB-03-34B
J-4555
6.5 U
6.5 U
6.5 U
1.3 U
6.5 U
6.5 U
WP-IB-03-39
J-4558
6.5 U
6.5 U
6.5 U
1.3 U
6.5 U
6.5 U
UP-IB-03-44
J-4557
6.5 U
6.5 U
6.5 U
4.8 H
6.5 U
6.5 U
UMB-83-49
J-4558
6.8 U
6.8 U
6.0 U
1.2 U
6.8 U
6.0 U
WP-1B-03-54
J-4559
5.5 U
5.5 U
5.5 U
1.1 U
5.5 U
5.5 U
K>-IB-83-59
J-4568
6.8 U
6.8 U
6.0 U
1.2 U
6.8 U
6.0 U
WP-SB-01-e J-3279
WP-SB-81-4 J-3280
UP-SB-01-9 J-3281
IP-SiHl-14 J-3282
2.780 U 55.500 J 111.888 U
2.788 U 55.588 U 118.888 U
3.688 U 77.588 U 155. U
39.888 72.588 U 145, U
5.588 U 55.588 U 55.588 U
5.588 U 55.888 J 55.088 I
7.788 U 77.588 U 77.588 U
7.080 U 77.588 J 77.588 U
HEPTACrtLOa
iTYRENE
TDTflL XYLENES
ALDRIN
DIELDRIN
4,4'-DDT
4.
,4'-DDE
ENDR1N
tEPTACHLOR
EPOXIDE
2.5 U
2.5 U
17.080
U
17.080
U
26.80
U
17.089
U
9.080 U
17.888 U
26.888 U
3.0 U
3.0 U
5.880
u
5.888
u
7.88
b
5.080
b
2.880 U
5.808 U
7.088 U
2.8 U
2.8 U
6.888
u
6. era
u
8.88
U
6.000
u
3.880
U
£.888 U
8.888 U
2.7 U
2.7 U
6.088
u
6.888
U
8.88
U
6.008
u
3.888
U
6.888 U
8.888 U
7.1 U
7.1 U
NT
NT
NT
NT
NT
NT
NT
NA
NA
NA
NA
NA
NA
NA
NA
NA
3.1 U
3.1 U
6.880
u
6.000
U
9.80
U
6.000
u
3.080 U
6.809 U
9.880 U
2.9 U
2.9 U
6.880
u
6.880
u
9.80
U
£.000
u
3.880
u
6.008 U
9.088 U
2.6 U
2.6 U
5.880
u
5.088
u
8.88
U
5.000
u
3.880 U
5.008 U
8.080 U
2.6 U
2.6 U
5.888
u
5.888
u
8.88
U
5.000
u
3.080 U
5.808 U
8.880 U
2.5 U
2.5 U
7.080
U
7.888
u
10.80
u
7.000
U
4.080
u
7.088 U
10.880 U
2.2 U
2.2 U
18.888
u
18.080
u
14.80
U
18.800
u
7.800 U
10.888 U
14.888 U
2.4 U
2.4 U
14.088
u
14.080
u
20.80
u
14.000
u
7.008
u
14.888 U
20.880 J
2.8 U
2.8 U
6.880
U
6.000
u
8.80
U
6.000
u
3.888
u
6.888 U
8.888 U
2.7 U
18.7
5.880
u
5.000
J
8.00
J
5.080
u
3.O80
u
5.000 U
8.880 U
3.1 U
3.1 U
9.080
u
9.088
u
13.88
u
9.000
u
4.088
u
9.008 U
13.888 U
NT
NT
NT
NT
NT
NT
NT
NT
NT
2.6 U
2.6 U
6.088
u
£.800
u
8.80
u
£.000
u
3.088
u
6.008 U
8.000 li
2.7 U
2.7 U
6.080
u
£.080
u
8.80
u
£.080
u
3.080
u
6.800 U
8.000 U
2.8 U
2.8 U
£.880
u
6.000
u
8.88
u
£.088
u
3.080
u
£.808 U
8.880 U
2.3 U
2.3 U
5.080
u
5.080
U
7.80
J
5.000
u
2.080
u
5.880 U
7.000 J
2.6 U
2.6 U
5.880
u
5.080
u
8.80
u
5.000
u
3.880
u
5.808 U
8.888 U
2.4 U
2.4 U
5.080
u
5.080
u
7.80
u
5.000
u
2.080
u
5.888 U
7.888 U
4.7 U
4.7 U
5.888
u
5.000
u
7.88
J
5.000
u
2.880
u
5.808 U
7.888 U
2.4 U
2.4 U
5.088
u
5.000
u
7.80
u
5.000
u
2.080
u
5.000 U
7.888 U
5.5 U
5.5 U
18.380
U
18.388
u
36.78
u
18.380
u
18.380
u
18.308 U
18.388 U
5.5 U
5.5 U
17.788
u
17.788
u
35.50
u
17.780
u
17.780 U
17.708 U
17.788 U
£.0 U
6.8 U
15.880
u
15.088
u
30.80
u
15.008
u
15.888 U
15.808 U
15.888 U
5.5 U
5.5 U
13.788
u
13.780
u
27.50
u
13.788
u
13.780 U
13.788 U
13.700 U
6.5 U
6.5 U
15.488
u
15.488
u
38.95
u
15.488
u
15.480 U
15.488 U
15.488 U
6.5 U
6.5 U
19.888
u
19.088
u
38.20
u
19.888
u
19.888
u
19.888 U
19.880 U
6.5 U
6.5 U
16.688
u
16.600
u
33.33
u
16.680
u
16.680
u
16.680 U
16.688 U
6.5 U
6.5 J
18.588
u
18.588
u
37.10
u
18.580
u
18.580
J
18.500 U
18.500 U
6.0 U
6.8 U
15.888
u
15.880
u
31.58
J
15.880
u
15.880
u
15.800 U
15.880 U
5.5 U
5.5 U
13.750
u
13.750
J
27.50
u
13.750
u
13.750
u
13.750 U
13.750 U
6.0 U
6.8 U
15.088
u
15.080
u
30.88
u
15.080
LI
15.080
u
15.880 U
15.088 U
2.700 U
2.700
U
4.480 U
4.488
U
4.480
l)
4.480
J
4.480
J
4.400 U
4.400 U
2.780 U
2.780
U
4.480 U
4.480
u
4.488
U
4.480
U
4.480
U
4.480 U
4.488 U
3.800 U
3.800
U
£.488 U
6.480
u
6.480
U
£.488
J
£.480
U
6.400 U
6.480 U
3.600 U
3.600
U
6.880 U
6.080
u
£.
u
£,
u
6.880
u
6. U
6. U
-------
FILENfWE:0RGANIC8
WESTERN PROCESSING
5/84 TD 7/84
DUALITY flSSUIED OP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SMPlES
ALL CONCENTRATIONS IN UG/KG ON A DRY WEIGHT BASIS
TRAFFIC 4-MtTHYL-
SOIL SAMPLE N9.
REPORT NO.
TRICHLOROETTOt
KETONE
2-BUTANONE
CARBQNDISULF IDE
8-HEXflNOKE
2-PENTANONE
HP-S8-01-19
J-3883
7.108 M
65.5W N
131.000 U
6.500 U
65.500 U
65.5«« U
UP-SM1-24A
J-3284
3.290 U
72.000 M
129.000 U
6.400 U
64.500 U
64.500 U
l«>-S8-0I-84B
J-3285
2.000 U
63.000 K
186.000 U
6.000 U
63.000 U
63.000 U
W-SB-01-29
J-3286
3.500 U
99.000 H
140.000 U
7.000 U
70.000 U
70.000 U
up-sB-«-e
J-3274
8.900 U
58.000 U
120.000 U
5.800 U
58.000 U
58.000 U
ti>-SM£-4
ND
ND
ND
ND
ND
(ffl
WP-S&-02-9
J-3275
7.1)0 H
71.000 U
140.000 U
7.100 U
71.000 U
71.000 U
«>-SB-«-14
J-3876
34.000
320.000 M
140.008 M
7.000 U
70.000 U
70.000 U
WP-S8-88-19
J-3877
4.000 U
330.000 N
165.000 U
7.500 U
75.500 U
75.500 U
H>-SB-02-S4
ND
ND
ND
ND
ND
ND
WP-SB-02-29
J-327B
3.700 U
74.000 M
14B.000 U
7.400 U
74.000 U
/4.000 U
HP-5B-03-0
J-3269
3.100 U
62.000 U
124.000 U
6.200 U
62.080 U
68.000 U
HP-S8-03-4
ND
ND
ND
ND
ND
ND
iP-SS-03-9
J-3270
3.800 U
75.000 U
150.000 U
7.500 U
75.000 U
75.000 U
WP-Sfr-03-14
ND
ND
ND
ND
ND
NO
*>-56-03-19
J-327]
3.B06 U
74.000 M
150.000 U
7.000 U
74.000 U
74.088 U
HP-S8-03-24
ND
M)
ND
ND
ND
ND
UP-5B-03-29ft
J-3272
3.600 U
73.000 U
1508.000 U
7.000 U
73.000 U
73.000 U
WP-S8-03-29B
J-3273
4.600 U
91.000 U
180.000 U
9.100 U
91.000 U
91.000 U
IP-SB-03-34
UP-58-04-0
J-3491
5.0 U
100.0 U
800.0 U
10.0 U
100.0 U
108.0 U
hp-sb-04-4
J-3492
3.3 U
65.0 U
130.0 U
6.5 U
65.0 U
65.0 U
IP-SB-04-9
J-3493
£.5 M
68.0
154.0 U
7.7 U
77.0 U
77.0 U
W-SB-e*-lA
J-3494
3.5 U
71.0 U
142.0 U
7.1 U
71.0 U
71.0 U
UP-SB-04-19
J-3495
3.0 U
38.0 N
181.0 U
6.0 U
60.5 U
60.5 U
MP-SB-04-84
J-3496
2.9 U
68.0
119.0 U
5.9 U
59.5 U
59.5 U
W-SB-04-89
J-3497
3.3 U
66.0 U
138.0 U
6.6 U
66.0 U
66.0 U
HP-SB-04-34
J-3498
3.6 U
110.0
144.0 U
7.8 U
72.0 U
72.0 U
HP-5B-05-0
J—4755
2.4 U
2.4 IJ
8.4 U
8.4 U
2.4 U
8.4 U
HP-Sfr-05-4
J-4756
2.5 U
2.5 U
8.5 U
8.5 U
2.5 U
8.5 U
UP-S8-05-14
J-4758
2.6 U
22.0 C
8.6 U
2.6 U
2.8 U
2.8 U
WP-SM5-19B
J-4759
3.6 U
10.8 C
3.6 U
3.6 U
3.6 U
3.6 0
WP-SM5-19B
J-4760
3.5 U
14.6 C
3.5 U
3.8
3.5 U
3.5 U
NP-S8-05-84
J-4761
2.5 U
874.0 C
8.5 U
8.5 U
8.5 U
2.5 U
UP-SM5-M
J-4762
3.1 U
84.7 C
3.1 U
3.1 U
3.1 U
3.1 U
WM5B-0S-39
J-4763
2.7 U
4.8 C
8.7 U
2.7 J
8.7 U
8.7 U
HP-SB-06-8
J-4764
2.7 U
24.8 C
8.7 U
2.7 U
2.7 U
2.7 U
UP-SB-06-4
J-4765
2.S U
45.1 C
2.8 US
2.8 U
2.8 U
2.8 U
W-SB—66—14
J-4766
2.9 U
271.0 C
16.4 C
2.9 U
2.9 U
2.9 U
"VSB-" -
'
2.6 11
""9.8 r
°.6 U
2 c 11
8,r "
2 c "
ITYRENE
TOTAL XYLENES
BLDRIN
DIELDRIN 4,
,4'-DDT 4,
,4'-DDE
ENERIN
tePTACHLOR
hEPTACrLOR
EPOXIDE
3.300 U
3.300 U
52.000 U
52.000 U
58.000 U
58.000 U
58.000 Li
58.00
e y
58.000 U
3.800 U
3.800 U
5.800 U
5.200 U
5.800 U
5.200 U
5.800 U
5.800 y
5.800 U
3.000 U
3.000 U
5.000 U
5.000 U
5.000 L
5.000 d
5.000 U
5.00
0 U
5.000 U
3.500 U
3.500 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 U
2.900 U
8.900 U
4.800 U
4.B00 U
4.600 U
4.800 U
4.800 U
4.80
0 U
4.800 11
ND
ND
ND
ND
ND
ND
ND
ND
ND
3.600 U
3.600 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 y
5.600 U
3.500 U
3.500 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 U
5.600 U
4.000 U
4.000 U
6.8m U
6.B00 U
6.800 U
6.800 U
6.800 U
6.80
a y
6.800 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
3.700 U
- 3.700 U
6.800 U
6.000 U
6.000 U
6.000 U
6.000 U
6.000 U
6.000 u
3.100 U
3.100 U
4.800 U
4.B00 U
4.600 U
4.600 U
4.800 U
4.80
0 u
4.800 U
ND
ND
ND
ND
ND
ND
ND
W)
KD
3.800 U
3.800 U
6.000 U
6.000 U
6.000 U
6.000 y
6.000 U
6.00
0 u
6.000 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
3.800 U
3.800 U
6.000 U
6.000 U
6.000 U
6.000 U
6.000 U
6.00
0 y
6.000 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
3.600 U
3.600 U
6.000 U
6.000 U
6.000 U
6.000 U
6.000 U
6.00
0 y
6.000 U
4.600 U
4.600 U
7.200 U
7.800 U
7.200 J
7.200 J
7.800 U
7.800 LI
7.200 U
5.0 y
5.0 U
200.000 y
200.000 U
200.00 U
280.000 U
280.000 U
200.000 y
200.000 U
3.3 U
3.3 U
5.600 U
5.600 U
5.60 U
5.600 U
5.600 U
5.600 U
5.600 U
3.9 U
3.9 U
6.000 U
6.000 U
6.00 U
6.000 U
6.000 U
6.000 U
6.080 U
3.5 U
3.5 U
6.000 U
6.000 U
6.00 y
6.000 U
6.000 U
6.000 U
6.000 y
3.0 y
3.0 y
48.000 U
48.000 U
48.00 U
46.000 y
46.000 U
46.000 U
48.000 U
8.9 U
8.9 U
5.200 y
5.200 U
5.20 y
5.200 U
5.800 U
5.200 y
5.200 y
3.3 U
3.3 U
5.600 U
5.600 U
5.60 U
5.600 U
5.600 U
5.600 U
5.600 u
3.6 U
3.6 U
6.000 y
6.000 U
6.000 u
6.000 y
6.008 U
6.000 y
6.000 U
8.4 U
8.4 U
5.000 U
5.000 U
7.00 y
5.000 U
8.000 U
5.000 U
7.000 U
8.5 U
8.5 U
5.000 U
5.000 U
7.00 U
5.000 U
2.000 U
5.000 U
7.000 U
2.8 U
£.8 y
6.000 U
6.000 U
8.00 U
6.000 U
3.008 U
6.000 u
8.000 U
3.6 U
3.6 d
7.000 U
7.000 U
11.00 U
7.000 y
4.000 U
7.000 y
11.000 U
3.5 y
3.5 U
7.000 U
7.000 U
11.00 U
7.000 y
4.000 U
7.000 y
11.000 U
2.5 U
2.5 U
5.000 U
5.000 U
7.00 y
5.008 y
2.000 U
5.000 J
7.008 U
3.1 U
3.1 y
6.000 y
6.000 U
9.00 U
6.000 U
3.000 U
6.000 u
9.080 U
2.7 U
8.7 U
5.000 U
s.000 u
8.00 U
5.000 u
3.000 U
3.003 U
8.080 U
2.7 U
2.7 y
5.000 U
5.000 U
8.00 U
5.000 U
3.008 U
5.080 y
8.080 U
2.8 U
8.8 y
6.000 U
6.000 y
8.00 u
6.000 U
3.008 y
6.000 U
8.000 U
2.9 y
8.9 U
6. U
6.000 U
9.00 U
6. U
3.000 U <
6, y
9. y
8.f "
? c "
* oan ii
5, MB II
7.P* "
5.280 H
2-600 |l
¦i-f!00 u
7.800 U
-------
FILENANE:0RGANIC2
WESTERN PROCESSING
5/64 TO 7/84
DUALITY ASSURED CLP ORGfiNIC—PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SWPLES
fla CONCENTRATIONS IN UG/K6 ON A DRY UEISTT BASIS
SOIL SAMPLE N0.
TRAFFIC
REPORT NO.
TRICHLOROEDENE
flCETOC ;
2-BUTANONE CARBONDISULF1DE
2-HEXAMM
4-KETHYL-
2-PENTAN0fiE
STYRENE
TOTAL XYLENES
flLDRIN
DIElDRIN
4,4'-DDT
4,4'-DDE
ENDRIN
HEPTACHlOR
HEPTACHLOR
EPOXIDE
MM8-86-24
J-4767
2.7 U
154.0 C
17.4 C
2.7 U
2.7 U
2.7
U
2.7
U
2.7 U
5.000
U
5.000
U
6.00 U
5.000 U
3. era U
5.000 U
6.000 U
yPBDIG-29
J-4768
3.1 U
62.6 C
3.1 UB
3.1 U
3.1 U
3.1
U
3.1
U
3.1 U
6.000
u
6.000
U
9.00 U
6.000 U
3.000 U
6.000 'J
9.000 U
UP-SH06-34
J-4769
3.8 U
620.0 C
3.0 U
26.6
3.0 U
3.0
U
3.0
U
3.0 U
6.000
u
6.000
u
9.00 U
6.000 U
3.000 U
6.000 U
9.000 U
HP-5B-I7-0
¦J-3243
2.8 U
57.5 U
115.0 U
5.7 U
57.5 U
57.5
U
2.8
U
2.8 U
4.800
u
4.800
u
4.60 U
4.600 U
4.860 U
4.800 U
4.600 U
WP-fiB-87-9
J-3244
3.5 U
71.5 U
143.0 U
7.1 U
71.5 U
71.5
U
3.5
U
3.5 U
5.600
u
5.600
u
5.60 U
5.600 U
5.600 U
5.600 U
5.600 U
H>-SM7-19
J-3245
3.4 U
110.0 N
139.0 U
6.9 U
69.5 U
69.5
U
3.4
U
3.4 U
5.600
u
5.600
u
5.60 U
5.600 U
5.600 U
5.600 U
5.600 U
UP-SB-87-24A
J-3246
3.6 U
72.5 N
145.0 U
7.2 U
72.5 U
72.5
U
3.6
U
3.6 U
5.609
u
5.600
u
5.60 U
5.600 U
5.600 U
5.600 U
5.609 U
IP-SB-87-24B
J-3247
3.5 U
71.0 H
142.0 U
7.1 U
71.0 U
71.0
U
3.5
U
3.5 U
6.000
u
6.000
u
6.00 U
6.000 U
6.000 U
6.000 Li
6.000 U
MP-SB-87-34
J-3248
6.3 U
63. 5 N
127.0 U
6.3 U
63.5 U
63.5
u
3.1
u
3.1 U
5.200
u
5.200
u
5.20 U
5.200 U
5.200 U
5.200 U
5.200 U
iP-SM6-8
J-3206
4310.0 U
66200.0 U
172400.0 U
6620.0 U
86200.0 U
66280.0
u
4310.0
u
4310.0 U
4.400
u
4.400
u
4.40 U
4.400 U
4.400 U
4.400 U
4.400 U
WP-SB-88-9
J-3207
6350.0 u
127000.0 U
254000.0 U
12700.0 U
127000.0 U
127000.0
u
6350.0
u
6356.0 U
5.600
u
5.600
u
5.60 U
5.680 U
5.600 U
5.6M U
5.600 U
tP-5B-«6-14
J-3298
8.2 H
61.5 U
123.0 U
6.0 U
61.5 U
61.5
u
3.0
u
3.0 U
5.300
u
5.380
u
5.30 U
5.380 U
5.300 U
5.300 U
5.300 U
UP-S8-86-19
J-3209
8.7 N
62.5 U
125.0 U
6.0 U
62.5 U
62.5
u
3.0
u
3.0 U
5.200
u
5.200
u
5.20 U
5.200 U
5.200 U
5.200 U
5.200 U
1P-SB-8B-24
J-3210
5.7 H
63.5 U
127.0 U
6.3 U
63.5 U
63.5
u
3.1
u
3.1 U
5.200
u
5.200
u
5.20 U
5.200 U
5.260 U
5.200 U
5.200 U
up-SB-ea-29
J-3211
57. e
50.0 N
121.0 U
6.0 U
60.5 U
60.5
u
3.0
u
3.0 U
5.200
u
5.200
u
5.20 U
5.200 U
5.200 U
5.200 U
5.200 U
UP-SB-09-0
J-4770
2.3 U
9.9 C
2.3 U
2.3 U
2.3 U
2.3
u
2.3
u
2.3 U
5.000
u
5.000
u
7.000 U
5.000 U
2.000 U
5.000 U
7.000 U
HP-SB-89-4
J-4775
2.4 U
2.4 UB
2.4 U
2.4 U
2.4 U
2.4
u
2.4
u
2.4 U
5.000
u
5.000
u
7.000 U
5.000 U
2.000 U
5.000 U
7.000 U
UP-SB-19-14
J—4771
37.9
951.0 C
9.6 C
2.8 U
2.8 U
2.8
u
2.8
u
6.3
6.000
u
6.000
u
6.000 U
6.000 U
3.000 U
6.000 U
6.000 U
HP-5B-09-19
J-4797
3.3 U
4.5 C
3.3 U
3.3 U
3.3 U
3.3
u
3.3
u
3.3 U
6.500
u
6.500
u
9.600 U
6.500 U
3.300 U
6.500 U
9.600 U
UP-SB-89-24
J—4772
2.7 U
91.9 C
2.7 UB
2.7 U
2.7 U
2.7
u
2.7
u
2.7 U
5.000
u
5.000
u
6.000 U
5.000 U
3.000 U
5.000 U
8.000 U
UP-5B-09-29
J-4773
58.5
34.5 C
2.5 UB
2.5 U
2.5 U
2.5
u
2.5
u
2.5 U
5.000
u
5.000
u
7.000 U
5.000 J
2.000 U
5.000 U
7.000 U
U>-6B-«-34
J-4774
13.9
65.8 C
3.3 UB
3.3 U
3.3 U
3.3
u
3.3
u
3.3 U
7.000
u
7.000
u
10.000 U
7.000 U
3.000 U
7.000 U
10.000 U
WP-5B-18-0
J-3249
2.6 U
51.0 U
102.0 U
5.1 U
51.0 U
51.0
u
2.6
u
2.6 U
4.400
u
4.400
u
4.400 U
4.480 U
4.400 U
4.400 U
4.400 U
UP-5B-18-9
J-3258
3.4 U
69.5 U
139.0 U
6.9 U
69.5 U
69.5
u
3.4
u
3.4 U
5.600
u
5.600
u
5.600 U
5.600 U
5.600 U
5.600 U
5.680 U
UP-SB-10-19
J-3251
3.7 U
170.0 H
151.0 U
7.5 U
75.5 U
75.5
u
3.7
u
3.7 U
6.009
u
6.000
u
6.000 U
6.009 U
6.000 U
6.000 U
6.000 U
WP-SB-10-24
J-3252
2.7 U
75.0 n
111.0 U
5.5 U
55.5 U
55.5
u
2.7
u
2.7 U
4.400
u
4.400
u
4.400 U
4.400 U
4.408 U
4.400 U
4.400 U
WP-SB-10-29
J-3253
4.5 U
340.0 N
182.0 U
9.1 U
91.0 U
91.0
u
4.5
u
4.5 U
7.200
u
7.200
u
7.200 U
7.200 U
7.200 U
7.200 U
7.260 U
HP-SB-11-0
J-32I2
2.6 U
57.5 U
115.0 U
5.7 U
57.5 U
57.5
u
2.8
u
2.6 U
4.700
u
4.700
u
4.700 U
4.700 U
4.700 U
4.700 U
4.700 U
WP-SB-U-9
J-3213
7.0 N
64.5
129.0 U
6.4 U
64.5 U
64.5
u
3.2
u
3.2 U
5.200
u
5.208
u
5.200 U
5.200 U
5.200 U
5.200 U
5.200 U
UP-SB-I1-14
J-3214
3.0 U
6.0 U
127.0 U
6.0 U
63.5 U
63.5
u
3.0
u
3.0 U
4.000
u
4.000
u
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
UP-SB-11-19A
J-3215
4.0 U
99.0
175.0 U
8.7 U
87.5 U
87.5
u
4.0
u
4.0 U
7.200
u
7.288
u
7.200 U
7.200 U
7.200 U
7.200 U
7.200 U
K>-SB-11-19B
J-3216
16.0
340.0
167.0 U
8.3 U
83.5 U
63.5
u
4.0
u
4.0 U
4.000
u
4.000
u
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
UP-SB-il-24
J-3217
3.2 U
64.0 U
128.0 U
6.4 U
64.0 U
64.0
u
3.2
u
3.2 U
5.200
u
5.200
u
5.200 U
5.200 U
5.200 U
5.200 U
5.200 U
IP-SB-11-29
J-32I8
4925.0 U
98500.0 U
197000.0 U
4850.0 U
96500.0 U
98500.0
u
4925.0
u
4925.0 U
5.200
u
5.200
u
5.200 U
5.200 U
5.200 U
5.200 U
5.200 U
WP-SB-12-0
J-3219
NT
NT
NT
NT
NT
NT
NT
NT
4.000
U
4.000
U
4.000
U
4.000
U
4.000
U
4.080
U
4.008 U
UP-SB-12-9
J-3220
5950.0
U
119000. i
1 U
236800.0
U
11900.0
U
113000.0
U
119000.0
U
5950.0
U
5950.0
U
4.800
U
4.800
U
4.800
U
4.600
U
4.600
U
4.800
U
4.600 U
WP-SB-12-14
J-322:
16.0
H
50.1
1 N
125.0
U
6.0
U
62.5
U
62.5
U
3.0
u
3.0
U
4.800
U
4.800
U
4.600
U
4.800
U
4.600
U
4.600
u
4.800 U
HP-SB-12-19
J-3222
2950.0
LI
5980.t
1 U
116000.0
U
5900.0
U
59000.0
u
59000.0
U
2950.0
u
12000.0
M
5.200
U
5.200
u
5.200
u
5.200
U
5.200
U
5.200
u
5.208 U
UP-S0-12-29A
J-3223
4735.0
L'
94700.i
1 11
189400.0
U
9470.0
U
94700.0
u
94700.0
u
4735.0
u
5.0
M
4.600
U
4.800
0
4.800
u
4.800
U
4.888
u
4.600
u
4.808 U
-------
FILEWWE:0RGANIC2
WESTERN PROCESSING
5/64 TD 7/84
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL COMXNT RATIONS IN UBMG ON A DRY HEIGHT BASIS
TRAFFIC 4-M£THYL-
SOIL SAWLE NO.
REPORT NO.
TRICHLOROEDCNE
ACETONE
2-BUTANae
CAR80NDI5ULFIDE
2-HE XANONE
2-PENTAWDC
UP-SB-12-29B
J-3224
6.9 n
65.0 U
138.0 U
6.5 U
65.0 U
65.0 U
,«P-SB-13-0
J-3264
2.906 U
56.000 U
116.000 U
5.800 U
58.000 U
58.000 U
UP-SB-13-4
J-3265
12.8M M
74.000 N
133.000 U
6.000 U
66.500 U
66.500 U
IP-5B-13-9
J-3266
3.180 U
62.000 U
124.000 U
6.200 U
62.000 U
62.000 LI
HP-SB-13-14
ND
ND
ND
ND
ND
ND
IP-SB-I3-I9
J-3267
3.500 U
70.800 U
140.000 U
7.000 U
70.000 U
70.000 U
WP-SB-13-24
ND
ND
ND
ND
ND
ND
IP-SB-13-29
J-3268
3.000 u
61.000 U
122.000 U
6.100 U
61.000 U
61.000 U
HP—SB—13—34
ND
ND
ND
ND
ND
ND
IP-5B-14-0
J-3238
2500.0 C
29.0
2.4 U
2.4 U
1.2 U
1.2 U
MP-SB-14-4
J-3239
A p
1060.0
36.0 C
2.4 U
8.7
8.2
IP-SB-14-9
NA
NA
NA
NA
NA
NA
UP—SB—14—14
J-3240
26.0 C
800.0
14.0 C
3.6 U
1.8 U
5.7
IP-SB-14-19
J-3241
12.0
71.0
1.3 U
3.2
1.3 U
1.3 J
WP-SB-14-24
J-4798
9.1
190.0 C
2.5 U
2.5 U
2.5 U
2.5 J
iP-SB-14-29
J-3242
12.0 C
2.7 U
3.7 C
2.7 U
1.3 U
1.3 U
UP-SB-14-34
J-4799
12.3
23.6 C
2.6
2.5 U
2.5 U
2.5 J
UP-SB-14-39
NA
NA
NA
NA
NA
NA
UP-SB-15-0
J-3226
1.1 U
43.0 C
14.0 C
1.9 U
1.1 U
1.1 U
UP-SB-15-4
J-3227
1.2 U
130.0
10.0 C
2.4 U
1.2 U
1.2 U
UP-SB-15-14
J-3228
1.3 U
510.0
8.0 C
2.7 U
1.3 U
1.3 U
IP-SB-15-19
J-3229
1.3 U
2050.0
1.3 U
2.7 U
1.3 U
1.3 U
UP-SB-15-24
NA
NA
NA
NA
NA
NA
tf>-SB-15-29A
J-3230
NT
NT
NT
NT
NT
NT
UP-SB-15-29B
J-3231
1.5 U
5.6
11.0 C
3.1 U
1.5 U
1.5 J
IP-SB-16-0
J-3232
1.2 U
34.0
8.6 C
2.4 U
9.2
6.4
UP-SB-16-4
J-3233
1.1 U
3.7
1.1 U
l.S U
1.1 U
1.1 U.
UP-SB—16—14
J-3234
NT
NT
NT
NT
NT
NT
UP-SB-16-19
J-3235
1.5 U
6200.0
36.0 C
4.0
1.5 U
1.5 U
IP-SB-16-29A
J-3236
1.2 U
3900.0
1.2 U
2.4 U
1.2 U
1.2 U
UP-SB-16-298
J-3237
1.3 U
2B0.0
1.3 U
2.7 U
1.3 U
1.3 U
IP-SB-17-0
J-3259
2.6 U
53.0 U
106.0 U
5.3 U
53.0 U
53.0 U
KP-SB-17-9
J-3260
3.2 U
64.5 U
129.0 U
6.4 U
64.5 U
64.5 U
UP-SB-17-19
J-3261
3.3 U
67.5 U
135.0 U
6,7 U
67.5 U
67.5 U
UP-SB-17-29
J-3262
3.2 U
6.5 U
130.0 U
6.5 U
65.0 U
65.0 U
IP-SB-1B-0
J-3254
2.9 U
59.0 U
118.0 U
5.9 U
53.0 U
59.0 U
UP-SB-19-9
J-3255
3.0 U
61.5 U
123.0 U
6.1 U
61.5 U
61.5 U
IP-SB-18-19
J-3256
3.2 U
65.5 U
131.0 U
6.5 U
65.5 U
65.5 U
un.50.."
3.1 "
U
<" 0 u
6 ' "
63.c "
63."; »
STYRENE TOTAL XYLENES
ALDRIN
OI&DR1N 4,4'-DDT 4,4'-ODE ENDRIN
3.2 U
3.2 U
5.600 U
5.600
U
5.600
U
5.600
U
5.600 U
5.600 U
5.600 U
2.900 U
2.300 U
4.800 U
4.800
U
4.800
U
4.800
U
4.800 U
4.800 b
4.800 u
3.380 U
3.300 U
5.600 U
5.600
U
5.600
u
5.600
u
5.600 U
5.600 U
5.600 U
3.100 U
3.100 U
4.800 U
4.600
U
4.800
u
4.800
u
4.800 U
4.800 U
4.800 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
3.500 U
3.500 U
5.600 U
5.600
u
'5.600
u
5.600
u
5.600 U
5.600 U
5.600 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
3.000 U
3.000 U
4.800 U
4.600
u
4.800
u
4.800
u
4.800 U
4.800 U
4.800 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
1.2 U
1.2 U
28.000 U
22.000
u
70.000
u
32.000
u
32.000 U
38.000 U
20.000 U
1.2 U
6.3
1.400 U
1.100
u
3.500
u
. 1.600
J
1.600 U
1.900 U
1.000 L
NA
NA
NA
NA
NA
NA
NA
NA
M
1.8 U
1.8 U
2.108 U
1.700
u
5.500
u
2.5M
u
2.400 U
3.000 U
1.600 U
1.3 U
1.3 U
1.500 U
1.200
u
4.000
u
1.800
u
1.800 U
2.200 U
1.200 U
2.5 U
2.5 U
5.000 U
5.000
u
7.500
u
5.000
u
2.500 U
3.000 U
7.500 U
1.3 U
1.3 U
1.500 U
1.200
u
4.000
u
1.800
u
1.800 U
2.200 U
1.200 U
2.5 U
2.5 U
4.900 U
4.900
u
12.000
4.900
u
2.500 U
4.900 U
7.400 U
NA
NA
NA
NA
NA
NA
NA
NA
NA
1.1 U
1.1 U
1.200 U
1.000
u
3.200
L
1.400
u
1.4«0 U
1.700 J
0.930 U
1.2 U
1.2 U
1.400 U
1.100
u
3.500
U
1.600
u
1.600 U
1.900 U
1.000 U
1.3 U
1.3 U
1.500 U
1.200
u
4.000
U
1.800
u
1.800 U
2.200 U
1.200 U
1.3 U
1.3 U
1.500 U
1.200
u
4.000
u
1.B00
u
1.800 U
2.200 U
1.200 U
NA
NA
Ml
NA
NA
NA
Nfl
NA
NA
NT
NT
NT
NT
NT
NT
NT
NT
NT
1.5 U
1.5 U
1.800 U
1.400
u
4.600
u
2.100
u
2.000 U
2.500 U
1.400 U
1.2 U
1.2 U
1.400 U
1.100 U
3.500
u
1.600
u
1.600 U
1.900 U
1.000 U
1.1 U
1.1 U
1.200 U
1.000
u
3.200
u
1.400
u
1.400 U
1.700 U
0.930 U
NT
NT
NT
NT
NT
NT
NT
NT
NT
1.5 U
1.5 U
1.800 U
1.400
u
4.600
u
2.100
u
2.000 U
2.500 U
1.400 U
' 1.2 U
1.2 U
1.400 U
1.100
u
3.500
u
1.600
u
1.600 U
1.900 U
1.000 U
1.3 U
1.3 U
1.500 U
1.200
u
4.000.
u
1.800
u
1.800 U
2.200 U
1.200 U
2.6 U
2.6 U
4.400 U
4.400
u
4.400
u
4.400
u
4.400 U
4.400 U
4.400 U
3.2 U
3.2 U
5.200 U
5.200
u
5.200
u
5.200
u
5.200 U
5.200 I
5.200 U
3.3 U
3.3, U
5.600 U
5.600
u
5.600
u
5.600
u
5.600 U
5.600 U
5.600 U
3.2 U
3.2 U
5.200 U
5.200
u
5.200
u
5.200
u
5.200 U
5.200 U
3.200 U
2.9 U
2.9 U
4.B00 U
4.800
u
4.800
u
4.800
u
4.800 U
4.800 U
4.800 U
3.0 U
3.0 J
5.200 U
5.200
u
5.200
u
5.200
u
5.200 U
5.200 d
5.200 U
3.2 U
3.2 U
5.600 U
5.600
u
5.600
u
5.600
u
5.600 U
5.600 U
5.600 U
3.1 11
? 1 1
* sffa 11
5. MB
II
5.20«
II
^.200
II
5.800 U
5.200 U
5.200 U
-------
FlLENflME:QRSflNIC2
l£ STERN PROCESSING
5/84 TO 7/84
DUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROMNATER SAKPLES
ALL CO (CENTRATIONS IN UG/KG ON A DRY HEIGHT BASIS
SOIL SAMPLE N0.
TRAFFIC
REPORT NO.
TRICHLOROEDCNE
ACETONE 2-BUTANONE
CARBONDISULFIDE
2-HEXANONE
4-PIETHYL-
2-PENTANONE
STYRENE
TOTAL XYLENES
ALDRIN
DI&DRIN
4,4' -DDT
4,4'-DDE
ENDRIN
HEPTAOCOR
HEPTACH.CR
EPOXIDE
UP-5B-18-24B
J-3258
3.1
U
63.5 U
127.0
U
6.3
U
63.5
U
63.5 U
3.1 u
3.1
11
5.280
U
5.288
U
5.288
U
5.280 U
5.200
U
5.208
J
5.200 U
W-5B-19-8
J-3291
2.5
u
2.5 UB
2.5
u
2.5
U
2.5
U
2.5 U
2.5 U
2.5
U
5.000
U
5.080
U
7.880
L
5.000 U
2.500
U
5.000
b
7.5ti J
HP-SB-19-9
J-3292
3.0
u
3.0 UB
3.0
u
3.0
U
3.0
U
3.0 U
3.8 J
3.8
u
5.900
u
5.980
u
8.988
u
5.988 U
3.000
u
5.700
U
8.900 u
UP-5B-19-14
J-3293
2.6
u
2.8 UB
2.8
u
2.8
u
2.8
u
2.8 U
2,8 U
2.8
u
5.500
u
5.580
U
8.380
b
5.580 U
2.800
J
5.5*0
u
8.300 L
WP—SB—19-13
J-3294
7.7
u
7.7 UB
7.7
u
7.7
u
7.7
u
7.7 U
7.7 U
7.7
u
8.000
u
8.eO0
u
12.880
u
8.000 U
4.000
u
8.000
L1
12.000 U
W-SB-19-24
J-3295
2.6
u
8.8 C
2.6
u
2.6
u
2.6
u
2.6 U
2.6 U
2.6
J
45.000
64.000
55.000
5.100 U
61.000
62.000
7.700 U
WP-SB-19-29
J-3296
3.8
u
3.0 U
3.0
u
3.8
u
3.0
u
3.0 U
3.0 U
3.8
u
5.900
u
5.908
J
8.980
U
5.988 U
3.088
u
5.980
U
8.980 U
HP-SB-19-34
J-3297
3.1
u
3.1 U
3.1
u
3.1
U
3.1
u
3.1 U
3.1 U
3.1
u
6.300
u
6.300
u
9.400
u
6.380 U
3.000
u
6.380
u
9.400 U
WHffi-19-39
J-3298
2.6
u
2.6 U
2.6
u
2.6
u
2.6
u
2.6 U
2.6 d
2.6
u
5.200
u
5.288
U
7.888
u
5.288 U
2.680
u
5.200
u
7.880 U
UP-SB-19-46
J-3299
2. A
u
2.4 UB
2.4
u
2.4
u
2.4
u
2.4 U
2.4 U
2.4
u
4.808
u
4.800
U
7.288
u
4.888 U
2.488
u
4.888
u
7.200 U
UP-SB-28-0
J-3287
5.3
u
5.3 UB
5.3
u
5.3
u
5.3
u
5.3 d
5.3 U
5.3
u
5.200
u
5.288
u
7.888
u
5.288 U
2.608
u
5.288
u
7.808 U
UP-SB-28-9
>3288
2.6
u
18.8 C
2.6
u
2.6
u
2.6
u
2.6 U
2.6 U
2.6
u
5.280
u
5.208
U
7.680
u
5.288 U
2.680
u
5.200
u
7.600 U
HP-SB-28-19
J-3289
2.9
u
2.9 UB
2.9
u
2.9
u
2.9
u
2.9 U
2.9 U
2.9
u
5.700
u
5.788
u
8.680
u
5.788 U
2.988
u
5.780
u
8.600 U
U>-S&-28-29
J-3290
15.6
522.0 C
2.6
u
2.6
u
8.9
6.5
2.6 U
7.2
381.880
5.180
u
7.700
u
122.880
2.680
u
5.100
u
742.880
GROUNDWATER SAtPLES
UP-fiU-01
J-4565
10. me
M
10.080 U
10.088
u
10.000
u
10.000
u
10.000 U
10.008 U
18.080
u
0.100
u
0.108
u
0.188
u
0.188 U
0.188
u
8.100
u
8.100 U
hp-S(-«
J-4566
18. we
n
18.880 U
10.880
u
10.808
u
10.880
u
10.000 U
10.088 U
18.088
u
8.180
u
8.180
u
8.188
u
8.188 U
8.188
u
8.180
u
8.180 U
yP-BU=03
J-4567
140.0
10.0 U
18.0
u
10.0
u
10.0
u
10.0 u
10.0 U
18.8
u
8.180
u
0.108
u
8.188
u
8.188 U
8.188
u
8.180
u
8.180 U
WP-KU-34A
j-4576
5.888
K
5.080 U
5.888
u
1.008
u
5.080
u
5.080 U
5.008 U
5.088
u
0.803
u
8.883
u
8.086
u
8.083 U
8.083
u
8.083
u
8.883 U
1P-NW-34B
J-4577
s.eee
u
5.808 U
5.808
u
1.008
u
5.080
u
5.000 U
5.088 U
5.888
u
0.088
u
0.888
u
0.815
u
8.008 U
8.088
u
8.886
u
8.008 J
WPHW-35
J-4576
5.888
u
5.088 U
5.888
u
1.808
u
5.080
u
5.088 U
5.888 U
5.888
u
8.804
u
8.084
u
8.087
u
0.084 U
8.084
u
8.084
u
8.804 U
-------
FILENAKE:0RG-KB-01-70A
J-4671
0.985 U
8.85 U
0.1
U
8.1
U
8.2 U
480.0
U
WHffl-81-786
J-4672
0.885 U
8.85 U
0.1
U
8.1
U
8.2 0
488.0
U
UP-MB-81-B0
J-4673
8.985 U
0.05 U
0.1
U
8.1
u
8.2 U
400.0
U
MPHffi-81-90
J-4674
NT
NT
NT
NT
NT
NT
IPH(B-0l-180
J-4675
NT
NT
NT
NT
NT
NT
uHa-es-«
J-4676
1.980 U
1.00 U
188.0
1.0
u
1.8 U
42.0
K
W-m-82-5
J-4677
1.880 U
1.08 U
1.8
U
1.9
u
1.8 U
95.0
H
UHffl-02-18
J-4678
1.000 U
1.08 U
1.0
U
1.0
u
1.0 U
398.8
U
tP-NB-02-15
J-4679
1.889 U
1.00 U
1.9
U
1.9
u
1.8 U
398.0
U
NP-NB-82-28
J-4668
1.000 U
1.08 U
1.9
U
1.0
u
1.0 U
399.9
U
H>-*B-82-25
J-4681
1.880 U
1.08 I
1.8
U
1.0
u
1.8 U
409.9
U
KP-NB-82-38
J-4662
1.888 U
1.08 U
1.8
U
1.0
u
1.0 U
480.0
U
H>-NB-02-40fi
J-4683
1.889 U
1.08 U
1.8
U
1.0
u
1.0 U
409.0
U
WHffl-82-488
J-4686
1.808 U
1.00 U
10.8
1.8
u
1.0 li
620.0
u
W>-*B-82-58
J-4684
1.988 U
1.08 U
1.0
u
1.8
u
1.0 U
400.9
u
HP-W-82-M
J-4665
1.889 U
1.80 U
1.8
u
1.8
u
1.0 U
480.0
u
IP-NB-03-0
J-4667
48.800 U
46.08 U
46.8
u
48.0
u
46.0 U
486.0
u
WP-NB-03-5
J-46B8
68.980 U
68.88 U
7318.8
9690.8
66.0 J
788.0
u
i*>-«B-03-ie
J-4689
108.900 U 66880.08
46880.8
186.0
186.0 J
1070.0
u
WP-MB-03-15
J-4698
11.288 U
2808.88
2088.0
11.2
u
11.2 U
1110.0
u
If-MB-03-20
J-4691
6.888 U
6.80 U
6.8
u
6.8
u
6.8 U
690.0
u
UP-NB-83-25B
J-4692
7.200 U
7.28 U
7.2
u
7.2
u
7.2 U
700.0
u
UP-MB-03-25B
J-4693
7.288 U
7.20 U
7.2
u
7.2
u
7.£ U
498.9
u
WHffl-83-34
J-4694
6.000 U
6.08 U
6.0
u
6.0
u
6.8 U
613.0
u
tP-HB-93-40
J-4695
6.408 U
6.48 U
6.4
u
6.4
u
6.4 U
643.0
u
MP-NBi83-58
J-4696
7.600 U
7.69-U
7.6
u
7.6
u
7.6 J
774.0
u
»-«B-03-68
J-4697
5.208 U
5.28 U
5.2
u
5.2
u
5.£ U
NT
WHffl-63-70
J-4698
4.700 U
4.7« U
4.7
u
4.7
u
4.7 U
473.0
u
tf-HB-03-80
J-4699
5.080 U
5.00 U
5.0
u
5.8
u
5.0 U
400.9
u
tJP-NB-83-98
- J-4700
60.088 U
60.80 U
60.8
u
60.0
u
60.0 U
599.0
u
KP-NB-03-100
J-4751
5.680 U
5.60 U
. 5.6
LI
5.6
u
5.6 U
571.0
u
2, A-DI.VI TRO— 4,6-DINITRO- PENT#-,
4-MTROPHENOL PHENOL 2-METHYL PHENOL CHLOROPHENOL
PHENOL
BENZOIC ACID 2-*ETHYL PHENOL ~-~ETHYL PHENOL
NA
NA
NA
Nfl
NA
NA
Nfl
2800.0
U
2008.0
U
889.9 U
400.8 U
488.0
H
408.8
1 U
288.0
2080.0
U
2000.0
u
600.9 U
480.8 U
1631.0
M
6492.i
1 HI
200.0.
2000.0
U
£008.8
u
800.0 U '
400.8 U
498.0
H
4888.t
i u
200.0
2532.8
U
2532.9
u
1013.8 U
506.4 U
506.4
U
5864.!
I 0
253.0
2080.8
U
2000.0
u
800.0 U
.488.8 U
488.8
U
4880. (
1 u
200.0
2888.8
U
2088.8
u
808.8 U
408.8 U
488.8
U
4eee.e
1 u
2eee.e
1250.0
U
1250.0
u
589.0 U
258.8 U
258.8
U
25000,8
I u
125. e
2588.8
U
2500.0
u
1088.8 U
5ee.e u
508.8
U
5880.e
1 u
258.8
1250.8
U
1259.8
u
500.0 U
258.8 U
258.8
U
2500.8
1 u
125.8
658.8
U
S59.9
u
340.9 U
178.8 U
178.8
U
1700.0 U
85.0
2080.8
u
2080.8
u
888.0 U
408.8 U
488.8
U
4888.8
1 u
200.0
2008. e
u
2080.0
u
888.0 U
488.0 U
488.8
U
4888.0
1 u
288.0
2888.8
u
2080.9
u
888.0 U
400.8 U
488.8
U
4888.8
1 u
200.0
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
«0.0 U
400.0 u
390.9 U
me u
330.8 U
480.0 U
480.0 U
400.0 U
620.0 U
400.0 U
480.0 U
4660.0 U
7008.0 U
10700.0 M
11100.0 U
6900.0 U
7080.8 U
4380.0 U
6130.8 U
6430.8 U
7740.0 U
NT
4730.0 U
4000.0 U
5990.0 U
5710.0 U
429.9 U
400.8 U
390.9 U
390.9 U
390.0 U
400.0 U
400.0 U
400.0 U
620.8 U
408.0 U
488:8 U
£438.0 U
3508.9 U
16008.0 N
7788.8 H
3458.0 U
3580.0 U
£498.8 U
3065.0 U
3215.0 U
3670.0 U
2365.0 U
2808.8 U
2995.0 U
£855.8 U
420.0 U
400.0 U
398.8 U
399.0 U
391.0 U
400.0 U
408.0 U
400.0 U
620.0 U
480.0 U
488.0 U
972.0 U
1408.8 U
33080.0
19780.0 N
1360.0 U
1400.8 U
996.0 U
1226.0 U
1286.0 U
1546.0 U
IT
946.0 U
880.0 U
1198.0 U
1142.0 U
420.0 U
120.0 H
398.0 U
390.0 U
390.0 U
408.8 U
408.8 U
480.0 U
620.8 U
400.8 U
488.8 U
97£.0
U
1978.8'H
5680.0
H
2480.0
H
1380.8
U
1408.8
U
996.8
u
1226.8
u
1286.8
u
1548.8
u
NT
946.8
u
600.0
u
1196.0
u
114£.0
u
238.0
N
1698.8
398.8
U
398.8
U
398.8
U
488.8
u
488.0
u
488.8
u
628.8
u
408.8
u
408.0
u
466.0
u
788.8
u
6288.8
M
6608.0
698.8
u
798.8
u
498.8
u
613.0
u
643.8
u
774.8
J
NT
473.8
u
488.8
u
599.8
Lj
571.0
u
420.0 J
468.0
398.0 J
390.0 U
390.0 U
488.0 U
488.0 U
400.0 U
820.0 U
400.0 U
488.0 U
4660.0 U
7888.0 U
10700.0 U
11100.0 U
6908.0 U
7880.0 U
4960.-0 U
6138.0 U
6438.0 U
7740.0 U
NT
4730.0 U
4880.0 J
5990.0 U
5710.0 U
45.0 N
330.0
398.0 U
398.0 U
398.0 U
408.0 U
488.0 U
400.0 J
620.0 U
488.0 J
488.0 U
486.0 U
708.0 U
1878.0 U
1118.0 U
690.0 J
708.0 U
496.0 U
613.0 U
643.0 U
774.0 U
473.0 U
480.0 U
599.0 U
571. 0 U
220.0 U
280.0 U
£00.0 U
£53.8 U
289.0 U
2800.0 U
125.0 U
258.0 U
125.0 U
65.0 U
200.0 J
208.0 U
200.0 U
NT
NT
86.0 M
360.0
390.0 J
390.0 U
398.0 J
400.0 U
408.0 U
400.0 J
620.0 U
480.0 U
480.0 U
466.0 U
780.0 U
1878.0 N
1110.0 N
698.0 U
780.8 U
496.0 U
613.0 U
643.0 J
774.0 U
NT
473.0 U
400.0 U
599.0 U
571.0 U
-------
FILENfWE;0S3flN;C2
WESTERN PROCESSING
5/84 TD 7/84
DUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT MTU
SOILS AND GROUNDWATER SAMPLES
ALL COtCENT RATIONS IN U6/K6 ON A DRY HEI6HT BASIS
SOIL SAWLE N0.
TRAFFIC
REPORT NO.
LINDAtt PCB-1242
PCB-1254
PCB-1248 PCB-1260
2,4-DlfETHYL
PHENOL
W*—IB—01—6
J-4776
17.M
» U
170.00
U
170.0
U
170.0 U
170.0
U
981.0
U
t/P-IB-01-4
J-4777
5.000 U
47.00
U
47.0
U
47. (
) U
47.0
U
1172.0
U
UP-IB-01-9
J-4778
6.000 U
55.00
U
55.0
U
55. (
) U
55.0
U
1087.0
U
MP-IB-01-14
J-4779
6.0(
M U
55.00
U
55.0
U
55. (
) U
55.0
U
1088.0
U
WP—IB—01—19
J-4780
NT
NT
NT
NT
NT
1702.0
0
W—IB—01—£4
NO
NA
NO
NA
NA
NA
WP-IB-01-29
J-4781
6.0«
10 U
62.00
U
62.0
U
62. (
I U
62.0
U
1208.0
U
UP-IB-01-34
J-4782
6.080 U
58.00
U
58.0
U
58. (
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58.0
U
1154.0
U
UP-IB-01-39A
J-4783
5.0S
10 U
53.00
U
53.0
U
53. (
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53.0
u
1038.0
U
IP-IB-01-39B
J-4764
5.000 U
53.00
U
53.0
U
53. (
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53.0
u
1064.0
U
UP-IB-01-59
J-4765
7.0C
10 U
70.00
U
70.0
U
70. <
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70.0
u
146B.0
u
UP-IB-02-0
J-4786
10.0C
10 U
95.00
U
95.0
U
95. (
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95.0
u
871.0
u
UP-IB-02-4
J-4787
14.000 U
140.00
U
140.0
U
140.0 U
140.0
u
950.0
u
W-IB-02-9
J-4780
fi.0C
10 U
55.00
U
55.0
U
55. (
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55.0
u
1101.0
u
WMB-02-14
J-4789
5.000 U
54.00
U
54.0
u
54.«
1 u
54.0
u
1077.0
u
lf-IB-02-19
J-4790
9.0C
10 U
86.00
U
86.0
u
86. t
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86.0
u
1220.0
u
UP-IB-02-24
J-3202
MT
NT
NT
NT
NT
1212.0
u
MP-IB-02-29
J—4791
6.0(
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55.00
U
55.0
u
55.«
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55.0
u
1043.0
u
WP-IB-02-34
J-3203
6.000 U
55.00
U
55.0
u
55.0 U
55.0
u
1087.0
u
KMB-02-39
J-4792
6.0C
10 U
56.00
U
56.0
u
56.0 U
56.0
u
1124.0
u
UP-IB-02-44
J-3204
5.000 U
47.00
U
47.0
u
47.«
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47.0
u
919.0
u
HMB-02-49
J-4793
5.09
10 U
53.00
U
53.0
u
53.!
1 u
53.0
u
1049.0
u
UP-IB-02-54A
J-4794
5.0t
10 U
48.00
U
48.0
u
48.0 U
48.0
u
963.0
u
W-IB-02-54B
J-4795
5.08
10 U
47.00
U
47.0
u
47. t
I u
47.0
u
93B.0
u
MP-IB-02-59
J-3205
5.0!
« U
49. M
u
49.0
u
49.8
1 u
49.0
u
958.0
u
W-IB-03-0
J-4550
18.300 U
183.50
u
366.7
u
366.7 U
733.0
u
367.0
u
WMB-03-4
J-4551
17.700 U
177.00
u
354.9
u
354.9 U
709.8
u
3330.0
u
UP-IB-03-14
J-4552
15.00
e u
150.00
u
300.0
u
300.0 U
600.0
u
3160.0
u
W-IB-03-24
J-4553
13.700 U
137.50
u
275.0
u
275.8
1 u
550.0
u
2680.0
u
UP-IB-03-34R
J-4554
15.400 U
154.00
u
309.5
u
309.5 U
619.0
u
3250.0
u
HP-IB-03-34B
J-4555
19.00
8 U
191.20
u
382.4
u
382.4
> u
764.8
u
3420.0
u
l*>-IB-03-39
J-4556
16.600 U
166.60
u
333.3
u
333.3
1 u
666.6
u
3250.0
u
UP-IB-03-44
J-4557
18.500 U
185.70
u
371.4
u
371.4
> u
742.8
u
4200.0
u
UP-IB-03-49
J-4558
15.80
e u
157.90
u
315.8
u
315.8 U
631.6
u
3000.0
u
MP-IB-03-54
J-4559
13.750 U
137.50
u
275.0
u
275.8
1 u
550.0
u
3140.0
u
HP-IM3-59
J-4560
15.00
e u
150.00
u
300.0
u
300.8
1 u
600.0
u
2930.0
u
WJM58-01-0
J-3279
4.40
fl u
4.400
u
4.400
u
4.408
1 u
4.400
u
452.0
u
tf-SB-01-4
J-3280
4.40
e u
4.400
u
4.400
u
4.408
1 u
4.400
u
442.0
u
MP-SB-01-9
J-3281
6.400 U
6.400
u
6.400
u
6.400
1 u
6.400
u
630.0
u
UP-SB—01—14
J-3282
6.00
0 u
6.000
u
6.000
u
6.002
1 u
b. 000
u
10E2.0
u
4,6-DINITRO-
2-NETHYL PtCNDL
981.0 U
1172.0 U
1087.0 U
1088.0 U
1702.0 U
NA
1208.0 U
1154.0 U
1038.0 U
1064.0 U
1468.0 U
981.0
(J
1172.0
U
1087.0
U
10B8.0
U
1702.0
U
NA
1208.0
U
1154.0
U
1038.0
U
1064.0
U
1468.0
U
981.0 U
1172.0 U
1087.0 U
1088.0 U
1702.0 U
NA
1208.0 U
1154.0 U
1038.0 U
1064.0 U
1468.0 U
981.0
U
1172.0
u
1087.0
u
1088.0
u
1702.0
u
NA
1208.0
u
1154.0
u
1038.0
u
1064.0
u
1468.0
u
981.0 U
1172.0 U
1887.0 U
1088.0 U
1702.0 U
NA
1208.0 U
1154.0 U
1038.0 U
1064.0 U
1468.0 U
981.0
U
1172.0
U
1087.0
U
1088.0
U
1702.0
U
NA
1208.0
U
1154.0
U
1038.0
U
1064.0
U
1468.0
U
381.0 U
1172.0 U
1087.0 U
1088.0 U
1702.0 U
NA
1208.0 U
1154.0 U
1038.0 U
1064.0 U
1468.0 U
981.0 U
1172.0 U
1087.0 U
1088.0 U
1702.0 U
I
1208.0 U
1154.0 U
1038.0 U
1064.0 U
1468.0 U
871.0 U
950.0 U
1101.0 U
1077.0 U
1220.0 U
1212.0 U
1043.0 U
1087.0 U
1124.0 U
919.0 U
1049.0 U
963.0 U
938.0 U
958.0 U
871.0 U
950.0 U
1101.0 U
1077.0 U
1220.0 U
1212.0 U
1043.0 U
1087.0 U
1124.0 U
919.0 U
1049.0 U
963.0 U
938.0 U
958.0 U
871.0 U
950.0 U
1101.0 U
1077.0 U
1220.0 U
1212.0 U
1043.0 U
1087.0 J
1124.0 U
919.0 U
1049.0 U
963.0 U
938.0 U
958.0 U
871.0 U
950.0 U
1101.0 U
1077.0 U
1220.0 U
1212.0 U
1043.0 U
1087.0 U
1124.0 U
919.0 U
1049.0 U
96X0 U
938.0 U
958.0 U
871.0 U
950.0 U
1101.0 U
1077.0 J
1220.0 U
1212.0 U
1043.0 U
1087.0 U
1124.0 U
919.0 U
1049.0 U
963.0 U
938.0 J
958.0 U
871.0 U
950.0 U
1101.0 U
1077.0 U
1220.0 U
1212.0 U
1043.0 U
1087.0 U
1124.0 U
919.0 U
1049.0 U
963.0 U
938.0 U
958.0 U
871.0 U
950.0 U
1101.0 U
1077.0 U
1220.0 U
1212.0 U
1043.0 U
1087.0 U
1124.0 U
919.0 U
1049.0 U
963.0 U
938.0 U
958.0 U
871.0 U
950.0 U
1131.0 U
1077.0 U
1220.0 U
1212.0 U
1043.0 U
1087.0 U
1124.0 U
919.0 U
1049.0 U
963.0 U
938.0 U
958.0 U
18350.0
U
18350.0
U
7340.0 U
367.0
U
367.0 U
3670.0
U
183.0 U
16650.0
U
16650.0
U
6660.0 U
3330.0
J
3330.0 U
33300.0
U
166.5 U
15800.0
u
15800.0
U
6320.0 U
3160.0
U
3160.0 U
31600.0
U
1580.0 U
13400.0
u
13400.0
U
5360.0 U
2680.0
U
2680.0 U
26800.0
u
1340.0 U
16250.0
u
16250.0
U
6500.0 U
3250.0
Li
3250.0 U
32500.0
u
1625.0 U
17100.0
u
17100.0
U
6840.0 U
3420.0
U
3420.0 J
34200.0
u
1710.0 U
16250.0
u
16250.0
U
6500.0 U
3250.0
U
3250.0 U
32500.0
u
1625.0 U
21000.0
u
21000.0
U
8400.0 J
4200.0
U
4200.0 U
42000.0
u
2100.0 U
15000.0
u
15000.0
U
6000.0 U
3000.0
U
3000.0 U
30000.0
u
1500.0 U
15700.0
u
15780.0
U
6280.0 U
3140.0
U
3140.0 U
31400.0
J
1570.0 U
14650.0
u
14650.0
J
5B60.0.U
2930.0
U
2930.0 U
29300.0
u
1465.0 U
183.0 U
166.5 U
1580.0 U
1340.0 U
1625.0 U
1710.0 U
1625.0 U
2100.0 U
1580.0 U
1570.0 U
1465.0 U
4520.0 U
4420.0 U
6300.0 U
10600.0 U
2260.0 U
2210.0 U
3150.0 U
5300.0 U
904.0 U
884.0 U
1260.0 U
2120.0 U
904.0 U
884.0 U
1260.0 U
2120.0 U
452.0 U
442.0 U
£38.0 U
1060.0 U
4520.0 U
4420.0 U
6300.0 U
10600.0 U
452.0 U
442.0 U
630.0 U
1060.0 U
452.0 U
442.0 U
630.0 U
1060.0 U
-------
FILENAt€:0S0AMIC2
WESTERN PROCESSING
5/8* TO 7/84
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DOTS
SOILS AM) GROUNDWATER SAMPLES
ALL CONCENTRATIONS IN US/KG ON A DRY WEIEHT BASIS
SOIL SfM>LE N0.
TRAFFIC
REPORT NO.
LINDANE
PCB-1242
PCB-1254
PCB-1248
PCB-1268
2,4-DIBETHYL-
PHEMK.
WP-SB-01-19
J-3283
52.880
U
52.088
U
52.800
U
52.080
U
52. 088
U
530.8
K>-SB-01-24A
J-3284
5.200
U
5.200
U
5.200
U
5.280
U
5.280
U
504.0
HP-S8-01-24B
J-3285
5.080
U
5.088
U
5.880
U
5.000
U
5.080
u
588.8
UP-58-01-29
J-3286
5.688
U
5.688
U
5.680
U
5.680
U
5.680
u
574.8
MP SB 02 8
J-3274
4.880
U
4.888
U
4.880
U
4.880
U
4.880
u
468.8
KH5B-02-4
ND
ND
ND
ND
ND
ND
HP-SB-02-9
J-3275
5.680
U
5.688
U
5.680
U
5.680
U
5.600
u
578.8
H>-SB-8e-14
J-3276
5.600
U
5.680
U
5.600
U
s.6«e
u
5.680
u
559.8
NP-5B-02-19
J-3277
6.880
U
6.888
U
6.880
U
6.888
u
6.888
J
1338.0
lf-SB-82-24
ND
ND
ND
ND
ND
ND
UP-S8-02-29
J-3278
6.080
U
6.088
U
6.800
U
6.060
u
6.080
u
398.8
0
1
t-J
(Ti
UP-SB-04-8
J-3491
280.888
U
288.88
U
288.8
U
4380.0
9680.8
2580.0
WP-SB-04-4
J-3492
3.600
U
5.68
U
5.6
U
5.6
U
5.6
U
545.0
MP SB 04-9
J-3493
6.000
U
6.88
U
6.0
U
6.0
U
6.0
U
600.0
MP-S&-04-14
J-3494
6.000
U
6.80
U
6.0
U
6.0
U
6.0
U
631.0
UP SB >4-19
J-3495
48.080
U
48.08
U
48.0
U
48.0
U
48.0
U
499.0
HP-SB-04-24
J-3496
5.200
U
5.28
U
5.2
U
5.2
U
5.2
U
586.8
H>-SB-04-29
J-3497
5.600
U
5.68
U
5.6
U
5.6
U
5.6
U
605.0
WP-SB-04-34
J-3498
6.000
U
6.88
U
6.0
U
121.5
6.0
U
580.0
UP-SB-05-0
J-4755
5.000
U
48.08
U
48.0
U
48.0
U
48.8
U
3610.0
WP-SB-05-4
J-4756
5.080
U
58.88
U
58.8
U
50.0
U
50.0
U
1388.8
UP-SB-86-14
J-4758
6.880
U
56.88
U
56.8
U
56.0
U
56.8
U
1485.0
UP-SB-05-19A
J-4759
7.080
U
71.80
U
71.0
U
71.0
U
71.0
U
3382.0
kP-Sfl-0S-19B
J-4760
7.000
U
78.88
U
78.8
U
70.0
U
70.0
U
1844.0
WP-SM5-24
J-4761
5.080
u
58.88
U
58.0
u
50.0
u
50.0
U
1243.0
kP-SB-05-34
J-4762
6.880
u
61.08
U
61.0
u
61.0
u
61.0
U
1496.0
MP-SB-05-39
J-4763
5.080
u
53.88
U
53.8
u
53.0
u
53.0
U
2088.8
ltf-SB-06-0
J-4764
5.880
u
54.08
U
54.0
u
54.0
u
54.0
U
2855.0
WP-5B-06-4
J-4765
6.080
u
56.08
U
56.0
u
56.0
u
56.0
U
1388.8
UP-SB-86-14
J-4766
6.
0
58.88
U
56.8
u
58.8
u
58.0
u
2180.0
KP-SB-06-19
J-3388
5.280
J
52.88
u
52.0
u
52.8
u
52.0
LI
1851.0
H>-SB-03-0 J-3269 4.888 U 4.888 U 4.888 U 4.688 U 4.888 U 498.0 U
HP-SBHU-4 M) ND ND ND ND ND
UP-SB-03-9 J-3270 6.888 U 6.888 U 6.888 U 6.080 U 6.880 U 618.8 U
WP-SB-«3-14 ND ND ND ND ND ND
UP-SB-03-19 J—3271 6.888 U 6.888 U 6.888 U 6.888 U 6.888 U 598.888 U
WP-5B-03-24 ND ND ND ND ND ND
H>-SB-03-29A J-3272 6.888 U 6.088 U 6.888 U 6.808 U 6.808 U 588.888 U
UP-SB-03-29B J-3273 7.288 U 7.288 U 7.280 U 7.308 U 7.288 J 748.888 U
yP-SB-83-34
2,4-OINITRO- 4,6—DINITRO—
4-NITR0PHEN0L PHENOL 2-NETHYL PHENOL
PENTft-
CHLOROPHENOL PHENOL
BENZOIC ACID 2-KETHYL PHENOL 4-XETHVL PtCNOL
5388.0 U
5848.0 U
5880.0 U
5748.8 U
2658.0 U
2528.0 U
2548.0 U
£578.0 U
1060.8 U
1088.0 U
1016.0 U
1148.0 0
1060.0 U
1008.0 U
1016.0 U
1148.0 U
530.8 U
584.8 J
588.8 U
574.8 J
5388.8 U
5040.0 U
5080.0 U
5740.0 U
538.8 U
504.8 U
588.8 U
574.8 II
5330.8 U
584.0 U
588.0 U
574.0 U
4600.0 U
10
5780.0 U
5598.0 U
13380.0 U
ND
3980.0 U
2388.0 U
ND
2835.0 U
2795.0 U
6658.0 U
ND
1998.0 U
920.0 U
ND
1180.0 U
1118.8 U
2660.8 U
ND
796.0 U
920.0 U
ND
1180.0 U
1118.0 U
2660.0 U
ND
796.0 J
460.8
U
ND
570.0
u
559.0
u
1330.0
u
ND
398.0
u
4688.8 U
ND
57%. 8 U
5590.0 U
13388.0 U
ND
3980.0 U
460.8 U
ND
570.0 U
559.8 I
1338.8 U
ND
398.0 U
468.8 U
ND
570.0 U
559.8 U
1330.0 U
ND
398.8 U
4988.8 U 2508.0 U 988.8 U 980.0 U 498.0 U 4980.0 U 498.8 U 498.8 U
ND ND ND ND ND ND ND (fi)
6188.0 U 3888.0 U 1280.8 U 1200.0 U 618.8 U 6180.0 U 618.8 U 610.8 U
ND ND ND ND ND ND ND ND
5928.800 U 3808.800 U 1288.000 U 1280.080 U 590.888 U 5980.080 U 390.808 U 590.000 U
ND ND ND ND ND ND ND ND
5808.888 U 2908.880 U 1288.808 U 1280.080 U 580.088 U 5880.880 U 588.808 U 580.880 U
7408.000 U 3788.880 U 1580.080 U 1580.080 U 740.088 U 7400.880 U 748.800 U 740.000 U
4818.0 U
5450.0 U
6888.0 U
6310.0 U
4998.0 U
5060.0 U
6850.0 U
5800.0 U
2886.0 U
2725.0 U
388.0 U
3155.0 U
2495.0 U
2530.0 U
3825.0 U
2988.0 U
1882.0 U
1090.8 U
128.8 U
1262.0 U
998.8 U
1013.0 U
1218.0 U
1160.8 U
1882.0 U
1090.0 U
120.0 U
1262.0 U
998.0 U
1012.0 U
1210.0 U
1160.0 U
481.8 U
545.8 U
680.0 U
£31.0 U
499.0 U
586.8 U
686.8 U
580.0 U
4010.0 U
5450.0 U
600.0 U
6318.8 U
4990.0 U
5060.0 U
6050.0 U
5880.0 U
481.8 N
545.8 U
688.8 U
631.8 U
499.8 U
506.8 U
605.8 U
588.8 U
481.8 U
545.8 U
688.8 U
631.0 U
499.0 U
506.0 U
685.8 U
586.0 U
3618.0 U
1380.0 U
1485.0 U
3382.0 U
1844.0 U
1243.0 U
1496.0 U
2808.0 U
3618.0 U
1388.0 U
1485.0 U
3382.0 U
1644.0 U
1243.0 U
1496.0 U
2888.0 U
3610.8 U
1380.8 U
1485.8 U
3382.8 U
1844.0 U
1243.0 U
1496.8 U
2008.0 U
3610.0 U
1380.0 U
1485.0 U
3382.0 U
1844.0 U
1243.0 U
1496.0 U
2088.0 U
3618.8 U
1380.8 U
1485.0 U
3382.8 U
1844.0 U
1243.8 U
1496.8 U
28(8.8 U
3618.8 U
1388.0 U
1485.0 U
3382.0 U
1844.0 U
1243.0 U
1496.0 U
2088.0 U
3610.0 U
1380.8 U
1485.8 U
3382.8 U
1844.0 U
1243.8 U
1496.0 U
8088.8 U
3610.0 U
1380.0 U
1485.0 U
3382.0 U
1844.0 U
1243.0 U
1496.0 U
2888.0 U
2855.0 U
1388.0 U
2188.8 U
1851.0 U
2055.0 U
1388.0 U
2188.0 U
1851.0 U
2055.0 U
1388.0 U
2180.8 U
1051.0 U
2055.0 U
1388.0 U
2180.0 U
1851.8 U
2055.0 U
1388.0 U
2180.0 U
1051.0 U
2055.0 U
138B.0 U
2108.0 U
1051.8 U
2055.0 U
1388.0 U
2180.0 U
1051.8 U
2055.0 U
1388.0 U
2180.0 U
1051.0 U
-------
FILENAt€:0RGANlC2
WESTERN PROCESSING
5/84 TO 7/B4
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
(U CONCENTRATIONS IN U6/K6 (M A DRY WEIGHT BASIS
SOIL SflWLE N8.
TRAFFIC
REPORT NO.
LINDANE
PCB-1242
PCB-1254
PCB-1248
PCB-1260
2,4-DIKTHYL-
PHENOL
4-NITR0PHEN0L
2,4-D1NITR0-
PKENOL
4,6-DINITRO-
2-KETHYL PHENOL
PENTA-
CWJ1RDPHEN0L
PHENOL
BENZOIC ACID
2-NETHYL PHENOL
4-METHYL PHENOL
WP-SB-86-24
J-4767
5.098 U
54.00
U
54.0 U
54.0 U
54.0
U
1070.0
U
1070.0 U
1070.0 U
1878.0
U
1070.0 U
1870.0
II
1070.0
U
1078.0
N
1070.0 U
WP-SB-06-29
J-4768
6.808 U
62.00
U
62.0 U
62.0 U
62.0
U
1475.0
J
1475.0 U
1475.0 U
1475.0
U
1475.0 U
1475.0
U
1475.0
U
1475.0
u
1475.0 U
JP-S&-06-34
J-4769
6.808 U
60.08
U
60.8 U
68.0 U
60.0
U
1211.0
U
1211.0 U
1211.0 U
1211.0
U
1211.0 U
1211.0
u
1211.0
U
1211.0
u
1211.8 U
K>-SB-07-0
J-3243
4.808 U
4.68
U
4.8 U
4.8 U
4. a
U
459.0
U
4590.0 U
2295.0 U
91B.0
U
918.0 U
459.0
u
4590.0
U
459.0
u
459.0 U
UP-S8-87-9
J-3244
5.608 U
5.68
U
5.6 U
5.6 U
5.6
U
1158.0
U
11500.0 U
5750.0 U
2388.0
U
2300.0 U
1158.0
u
11580.0
U
1150.0
u
1150.0 U
IMB-87-19
J-3245
5.688 U
5.60
U
5.6 U
5.6 U
5.6
U
1880.0
U
1880.0 U
9400.0 U
3760.0
U
3760.0 U
1888.0
u
188«0.0
U
1880.0
u
1880.0 U
MP-SB-07-24A
J-3246
5.608 U
5.68
U
5.6 U
5.6 U
5.6
U
1160.0
U
11608.0 U
5800.0 U
2320.0
U
2320.0 U
1160.0
u
11600.0
U
1168.8
u
1160.0 U
IP-SB-07-24B
J-3247
6.008 U
6.08
U
6.0 L
6.0 U
6.0
U
584.0
U
5840.0 U
2920.8 U
1168.0
U
1168.0 U
584.0
u
5840.0
u
584.0
u
584.0 U
UP-SB-07-34
J-3248
5.208 U
5.28
U
5.2 U
5.2 U
5.2
U
515.0
U
5158.0 U
2575.0 U
1838.0
U
1038.0 U
515.0
u
5150.0
u
515.0
u
515.0 U
UP-SB-8B-0
J-3206
4.408 U
4.48
U
4.4 U
270.0
4.4
U
447.0
U
4470.0 U
2235.0 U
894.0
U
894.0 U
447.0
u
4470.0
u
447.0
u
447.0 U
HP-SB-08-9
J-3287
5.608 U
5.60
U
5.6 U
5.6 U
5.6
U
6668.0
5400.0 U
2708.8 U
1888.0
U
1088.0 U
18708.0
5400.0
u
MMft A
CWflWe C
7400.0
up-sb-«8-u
J-3288
5.380 U
5.38
U
5.3 U
5.3 U
5.3
U
525.0
U
5250.0 U
2650.0 U
1850.0
U
1858.8 U
525.0
u
5250.0
u
525.0
u
525.0 U
hp-sb-88-19
J-3289
5.208 U
5.20
U
5.2 U
5.2 U
5.2
U
524.8
U
5240.0 U
2628.8 U
1048.0
U
1048.0 U
524.0
u
5240.0
u
524.0
u
524.0 U
wp-SB-ee-24
J—3218
5.200 U
5.28
U
5.2 U
5.2 U
5.2
u
521.0
U
5210.0 U
2685.0 U
1042.0
U
1042.0 U
S21.0
u
5210.0
u
521.0
u
521.0 U
wp-sB-ea-29
J-3211
5.208 U
5.28
U
5.2 U
5.2 U
5.2
u
498.0
U
4980.8 U
2490.8 U
996.0
u
996.0 U
498.0
u
4980.0
u
498.0
u
498.0 U
NP-SB-85-0
J—4770
5.008 U
45.088
U
45.808 U
45.080 U
45.000
u
895.0
U
895.8 U
895.0 U
895.0
u
695.0 U
895.0
u
895.0
u
895.0
u
895.0 U
WP-SB-09-4
J-4775
5.800 U
49.008
U
49.888 U
49.880 U
49.880
u
960.0
u
960.8 U
960.0 U
960.0
u
960.0 U
960.0
u
960.0
u
968.8
u
960.0 U
UP-SB-09-14
J—4771
6.008 U
56.000
U
56.008 U
56.888 U
56.080
u
3355.0
u
3355.8 U
3355.0 U
3355.0
u
3355.0 U
3355.0
u
3355.0
u
3355.0
u
3355.0 U
WP-SB-09-19
J-4797
6.588 U
65.008
U
65.000 U
65.000 U
65.888
u
1388.0
u
1388.8 U
1388.0 (J
1388.8
u
1308.0 U
1388.0
u
4120.0
1308.0
u
1308.0 U
KM®-09-24
J—4772
5.088 U
55.008
U
55.808 U
55.800 U
55.088
u
1687.0
u
1687.0 U
1687.8 U
1687.0
u
1687.0 U
1687.0
u
1687.0
u
1687.8
u
1687.0 U
HP-S8-89-29
J-4773
5.080 U
49.808
U
49.080 U
49.800 U
49.880
u
1086.0
u
1086.0 U
1086.0 U
1886.0
u
1886.8 U
1866.0
u
1066.0
u
1086.0
u
1086.0 U
UP-S8-09-34
J—4774
7.008 U
67.088
U
67.808 U
67.080 U
67.088
u
1348.0
u
1348.0 U
1348.8 U
1348.0
u
1348.0 U
1348.0
u
1348.0
u
1348.0
u
1348.0 U
WP-SB-10-0
J-3249
4.408 U
4.408
U
4.408 U
4.480 U
4.400
u
431.0
u
4310.8 U
2155.8 U
8628.0
u
8620.0 U
431.0
u
4310.0
u
431.0
u
431.0 U
UP-SB-18-9
J-3250
5.608 U
5.608
U
5.688 U
5.680 U
5.608
u
548.0
u
5480.0 U
2740.8
189.6
H
1896.8 U
548.0
u
5480.0
u
548.0
u
548.0 U
W>-SB-18-19
J-3251
6.080 U
6.808
u
6.888 U
6.880 U
6.800
u
612.8
u
6120.8 U
3860.0 U
1224.0
U
1224.0 U
612.0
u
6120.0
u
612.0
u
612.0 U
IP-SB-18-24
J-3252
4.408 U
4.400
u
4.408 U
4.408 U
4.400
u
450.0
u
4580.0 U
2250.8 U
988.0
u
908.8 U
450.0
u
4500.0
u
458.0
u
450.0 U
HP-5B-18-29
J-3253
7.208 U
7.208
u
7.208 U
7.208 U
7.200
u
1470.8
u
14708.8 U
7350.0 U
2948.8
u
2940.0 U
1470.0
u
14700.0
u
1478.0
u
1740.0 U
«P-SB-ll-0
J—3212
4.700 U
4.708
u
4.700 U
4.700 U
4.700
u
401.0
u
4810.0 U
2005.0 U
882.0
u
882.0 U
481.0
u
4010.0
u
401.0
u
401.0 U
UP-SB-11-9
J—3213
5.200 U
5.208
u
5.208 U
5.208 U
5.200
u
399.0
u
3990.0 U
1995.8 U
798.0
u
79B.0 U
399.0
u
3990.0
u
399.0
u
399.0 U
WP-SB-11-14
J-3214
4.008 U
4.008
u
4.088 U
4.080 U
4.000
u
480.0
u
4800.0 U
2480.0 U
968.0
u
968.8 U
480.0
u
4800.0
u
488.0
u
480.0 U
WP-SB-11-19A
J-3215
7.208 U
7.208
u
7.208 U
7.200 U
7.200
u
7020.0
u
70200.0 U
35100.8 U
14040.0
u
14040.0 U
7828.8
u
70200.8
u
7028.8
u
7828.8 U
UP-SB-11-19B
J—3216
4.080 U
4.808
u
4.808 U
4.808 U
4.000
u
679.0
u
6790.0
3395.8 It
1358.0
u
1358.0 U
679.0
u
6790.0
u
679.0
u
679.0 U
HP-SB-11-24
J—3217
5.200 U
5.208
u
5.280 U
5.200 U
5.200
u
517.0
u
5170.0 U
2585.8 U
1034.0
u
1034.8 U
317.0
u
5170.0
u
517.0
u
517.0 U
W-SB-11-23
J-321B
5.200 U
5.200
u
5.208 U
5.208 U
5.200
u
527.0
u
5270.0 U
2635.0 U
1054.0
u
1854.0 U
527.0
u
5270.0
u
527.0
u
527.0 U
wp-SB-ie-0
J-3219
4.800 U
4.008
u
4.008 U
4.880 U
4.800
u
419.8
u
4198.0
2095.8 U
838.0
u
838.0 U
419.0
u
4190.0
u
419.0
u
419.0 U
UP-SB-12-9
J-3220
4.608 U
4.B00
u
4.800 U
4.808 U
4.800
u
508.0
u
5080.0 U
2580.8 U
1000.0
u
1008.8 U
500.0
u
5000.0
u
508.0
u
S00.0 U
WP-SB-12-14
J-3221
4.880 U
4.808
u
4.808 U
4.800 U
4.800
u
480.0
u
4880.0 U
2000.0 U
800.0
u
880.0 U
400.0
u
4000.0
u
400.0
u
400.8 U
UP-SB-12-19
J-3222
5.208 U
5.208
u
5.200 U
5.208 U
5.200
u
524.0
u
5240.0 U
2620.0 U
104B. 0
u
1848.0 U
524.0
u
5240.0
u
524.0
u
524.8 U
UP-SB-12-29A
J-3223
4.808 U
4.800
u
4.808 U
4. U
4.
u
4990.8
u
4990.0 U
2495.8 U
998.0
u
998.0 U
499.0
u
4990.0
u
499.0
u
499.8 U
-------
FILENAME:0RGflNIC2
WESTERN PROCESSING
5/8* TO 7/84
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS 00 6ROUNDHATER SAMPLES
ALL CONCENTRATIONS IN US/KG ON A DRY HEIGHT BASIS
SOIL SAMPLE N0.
TRAFFIC
REPORT NO.
LIUWE
PCB-1242 PCB-1254
PCB-1248
PCB-1268
2,4-DIHETHYL
PHENOL
"
4-NITROPtCNOL
2,4-DINITflO-
PHENOL
4,6-DINITRO-
2-NETHYL PHENOL
PENTA-
CHOROPHENffl.
PHENOL
BENZOIC RE ID
2-METHYL PHENOL
4-KETHYL PHENOi.
NP-S8-12-29B
J-3224
5. Bee u
5.688 U
5.688 U
5.680 U
5.680 U
533.8
U
5338.8
U
2665.8 U
1066.0 U
1066.0 U
533.0
U
5330.0
N
533.0 U
533.8 U
tP-SB-13-fl
J-3264
4.800 u
4.888 U
4.888 U
4.800 U
4.880 U
468.808
U
4600. m
U
2388.888 U
920.080 U
920.000 U
ica aga
U
4600.080
U
468.808 U
460.808 U
W>-SB-l3-4
J-3265
3.608 U
5.688 U
5.688 U
5.600 U
5.680 U
539.888
u
5390.000
U
2695.880 U
1878.080 U
1078.000 U
539.000
J
5390.088
U
539.000 U
539.800'U
HP-SB-13-9
J-3266
4.888 U
4.888 U
4.888 U
4.800 U
4.880 U
BAA AAA
300a WW
u
5088.088
J
2500.880 U
1800.000 U
188H0.000 U
CAA AAA
Am IVU
u
5000.000
U
500.800 U
500.808 U
HP-SB-13-14
ND
ND
ND
M)
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
HP-SB-13-19
J-3267
5.600 U
5.688 U
5.688 U
5.600 U
5.680 U
548.888
u
5488.888
U
2740.888 U
1896.800 U
1096.080 U
«lfl AAA
pn
u
3480.088
U
548.800 U
348.000 U
HP-S8-13-24
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
HH5B-13-29
J-3268
4.800 U
4.888 U
4.888 U
4.800 U
4.880 U
498.888
u
4920.000
U
2580.888 U
980.000 U
980.000 U
490.080
u
4900.000
u
490.000 U
490.000 U
HP-5B-13-34
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
tP-SB-14-0
J—3238
34.800 u
488.888 U
948.888 U
940.880 U 1880.088 U
12888.8
u
58088.8
U
58888.8 U
58000.0 U
58000.0 U
38080.0
u
18080.0
u
8800.0 U
5888.8 U
HP-SB-14-4
J-3239
1.708 U
24.888 U
47.880 U
47.000 U
94.080 U
198.8
u
940.0
U
948.8 U
940.0 U
940.0 U
610.0
u
280.0
u
140.0 U
94.8 U
HP-SB-14-9
NA
NA
NA
Nf)
NA
NA
NA
NA
NR
NA
NA
NA
NA
NA
UP-SB-14-14
J-3248
2.608 U
36.888 U
73.000 U
73.000 U
145.000 U
298.8
u
1580.0
U
1588.8 U
1500.0 U
1500.0 U
950.0
u
440.0
u
£20.0 U
150.0 U
HP-S8-14-19
J-3241
1.900 U
27.888 U
53.000 U
53.880 U
107.000 U
218.8
u
1180.0
J
1188.8 U
1100.0 U
1180.0 U
690.0
u
320.0
u
160.0 U
118.8 U
HP-SB-14-24
J-4798
5.800 U
50.088 U
50.000 U
50.800 U
50.080 U
981.8
u
981.0
U
981.8 U
981.0 U
981.0 U
981.0
u
981.0
u
981.0 U
981.8 U
IP-SB-14-29
J-3242
1.900 U
27.888 U
53.000 U
53.880 U
187.880 U
218.8
u
1188.0
U
1188.8 U
1180.0 U
1188.0 U
690.0
u
320.0
u
160.0 U
118.8 U
HP-S8-I4-34
J-4799
4.900 U
49.888 U
49.008 U
49.800 U
49.000 U
993.8
u
993.0
U
993.8 U
993.0 U
993.0 U
993.0
u
993.0
J
993.0 U
993.8 U
IP-SB-14-39
NA
NA -
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
HP-SB-15-0
J-3226
1.500 U
21.080 U
42.088 U
42.800 U
84.000 U
178.8
u
840.0
U
840.0 U
840.0 U
840.0 U
550.0
J
250.0
u
130.0 U
84.0 U
HP-SB-15-4
J-3227
1.700 U
24.888 U
47.008 U
47.880 U
94.080 U
198.8
u
940; 0
U
948.8 U
940.0 U
940.0 U
610.0
u
290.0
J
140.0 U
94.8 U
HP-SB-15-14
J-3228
1.988 U
27.888 U
53.088 U
53.888 U
107.080 U
218.8
u
1180.0
J
1188.8 U
1180.0 U
1180.0 U
690.0
u
320.0
u
160.0 U
118.8 U
MP—SB—15—19
J-3229
1.900 U
£7.888 U
53.888 U
53.880 U
107.888 U
218.8
u
1188.8
J
1188.8 U
1180.8 U
1180.0 U
690.0
u
320.8
u
160.0 U
118.8 U
WP-SB-15-24
NA
W)
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
UP-SB-15-29A
J-3230
NT
NT
NT
NT
NT NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
IP-SB-15-29B
J-3231
2.200 U
31.888 U
62.088 U
62.800 U
123.888 U
258.8
u
1280.0
U
1288.8 U
1280.0 U
1280.0 U
600.0
u
378.8
u
180.0 U
128.0 U
lPrSB-16-0
J-3232
1.700 U
24.888 U
47.888 U
47.800 U
94.880 U .
198.8
u
948.0
U
948.8 U
940.8 U
940.0 U '
610.0
J
280.8
u
140.0 U
94.0 U
IP-SB-16-4
J-3233
1.500 U
21.888 U
42.888 U
42.880 U
84.888 J
178.8
u
840.0
U
848.8 U
840.0 U
840.0 U
550.0
u
258.8
u
130.0 U
84.0 U
MP-SB—lb—14
J-3234
NT
NT
NT
NT
NT
258.8
u
1280.8
U
1288.8 U
1280.0 U
1280.0 U
800.0
u
378.0
u
180.0 U
120.0 U
W-SB-16—19
J—3235
2.200 U
31.088 U
62.000 U
62.800 U
123.888 U
258.8
u
1280.0
J
1288.8 U
1280.0 U
1280.0 U
880.0
u
370.0
J
180.0 U
128.8 U
UP-SB-16-29A
J—3236
1.700 U
24.888 U
47.008 U
47.888 U
94.888 U
198.8
u
948.0
J
948.8 U
948.8 U
940.0 U
610.0
u
280.8
u
140.0 U
94.8 U
UP-SB-16-29B
' J-3237
1.988 11
27.888 U
53.000 U
53.880 U
187.888 U
218.8
u
1180.0
U
1188.8 U
1180.0 U
1180.0 U
690.0
u
320.8
u
160.0 U
118.8 U
tP-SB-17-0
J-3259
4.480 U
4.488 U
4.488 U
4.480 U
28.688
438.8
u
4388.8
U
1158.8 U
860.8 U
860.0 U
430.0
u
4388.8
u
430.0 U
438.8 U
W-SB-17-9
J-3268
5.288 U
5.288 U
5.288 U
5.200 J
5.288 U
532.8
u
5320.8
U
2668.8 U
1064.0 U
1064.0 U
532.8
u
5328.8
u
532.0 U
532.8 U
HP-SB-17-19
J-3261
5.688 U
5.688 U
5.608 U
5.600 U
5.680 U
555.8
u
5558.8
u
2775.8 U
1110.0 U
1110.0 U
555.0
u
5558.0
u
555.0 U
555.8 U
HP-S8-17-29
J-3262
5.200 U
5.288 U
5.288 U
5.200 U
5.280 U
524.8
u
5840.0
u
2628.8 U
1048.0 U
1048.0 U
524.0
Li
5240.8
u
324.0 U
524.0 U
UP-SB-18-8
J-3254
4.688 U
4.808 U
4.888 U
4.688 U
4.880 U
487.8
u
4B78.8
u
2435.8 U
974.0 U
974.0 U
487.8
u
7288.8
N
487.8 U
487.8 U
HP-SB-18-9
J-3235
5.288 U
5.288 U
5.288 U
5.288 U
5.288 U
588.8
u
5088.8
u
2588.8 U
1880.0 U
1888.0 U
580.8
u
5088.8
u
380.0 U
588.8 U
tf-SB-18-19
J-3256
5.608 U,
5.688 U
5.688 U
5.680 U
5.680 U
548.8
u
5488.8
u
2788.8.U
1888.8 U
1088.0 U
540.0
u
5488.8
u
348.8 U
548.8 U
UD-SB-18-24A
J-3257
5.288 U
5.288 U
5.2^]^, 5.20" 11
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FlL£NAME:0R&ftNIC2
WESTERN PROCESSI Wi
5/84 TO 7/B4
QUALITY ASSURED CLP ORSflNIC-PRIORITY POLLUTANT DATA
SOILS PND 6R0UNDUATER SARPLES
ALL CONCENT RATIWS IN UE/KB ON A DRY (EIGHT BASIS
SOIL SfWLE N0.
TRAFFIC
REPORT Ml.
LINDANE
PCB-1242
PCB-1254
PCB-1248
PCB-1260
2,4-DIfCTHYL-
phe wa-
4-NITROPHENDL
2,4-DINITRO-
PHENDL
4,6-DINITSO-
2-RETHYL PHENOL
PENTA-
CHLORDPHENOL
PHENOL
BENZOIC ACID
2-fETHYL PHENOL
4-KETHYL PhENOi.
UP-SB-18—24B
J-3258
5.200 U
5.200
U
S.200 U
S.200
U
5.200
U
rn 0
U
5080.0
U
2540.0 U
1016.0
U
1016.0
U
508.0
li
5080.0
U
508.0
U
506.0 U
IP-SB-19-0
J-3291
5.000 U
50.000
U
50.000 U
50.000
u
50.000
U
987.0
u
987.0
U
907.0 U
987.0
U
987.0
u
987.0
U
987.0
U
987.0
U
987.0 U
IP-SB-19-9
J-38SJ
5.700 U
59.000
U
59.000 U
59.000
u
59.000
U
1196.0
u
1196.0
U
11%. 0 U
1196.0
U
1196.0
u
1196.0
u
1196.0
u
11%. 0
u
1196.0 U
UP-SB-19-14
•J-3293
5.500 U
55.800
U
55.000 U
33.000
u
55.000
U
1089.0
u
1089.0
U
1089.0 U
1089.0
U
1089.0
u
1089.0
u
1089.0
u
1089.0
u
1089.0 U
WP-SB-19-19
J-3294
8.008 U
80. m
U
80.000 U
na cutfl
Ni Rr0
u
80.000
U
1614.0
u
1614.0
U
1614.0 U
1614.0
U
1614.0
u
1614.0
u
1614.0
u
1614.0
u
1614.0 U
UP-SB-19-24
J-3295
44.000
51.000
U
51.000 U
31.000
u
51.000
U
1029.0
u
1029.0
U
1029.0 U
1029.0
U
1029.0
u
1029.0
Li
1029.0
u
1029.0
u
1029.0 U
W-S8-19-29
J-3296
5.900 U
59.000
U
59.000 U
39.000
u
59.000
U
1199.0
u
1199.0
U
1199.0 U
1199.0
U
1199.0
u
1199.0
u
1199.0
u
1199.0
u
1199.0 U
W>-S8-19-34
J-3297
6.300 U
63.000
U
63.000 U
63.000
u
63.000
U
1233.0
u
1233.0
U
1233.0 U
1233.0
U
1253.0
u
1253.0
u
1253.0
y
1253.0
u
1253.0 U
W-SB-19-39
J-3298
5.200 U
58.000
U
52.000 U
52.000
u
52.000
U
1024.0
u
1024.0
U
1024.0 U
1024.0
u
1024.0
u
1024.0
u
1024.0
u
1024.0
u
1024.0 U
HMB-19-46
J-3299
4.600 U
48.000
U
48.100 U
48.000
u
48.000
U
958.0
u
958.0
U
958.0 U
958.0
u
958.0
u
958.0
u
958.0
u
958.0
u
958.0 U
WP-S&-20-0
J-32B7
3.200 U
52.000
U
32.000 U
32.000
u
52.000
U
1047.0
u
1047.0
U
1047.0 U
1047.0
u
1047.0
u
1047.0
u
1047.0
u
1047.0
u
1047.0 U
IP-SB-2M
J-3288
3.200 U
52.000
u
32.000 U
32.000
u
52.000
u
1053.0
u
1053.0
U
1053.0 U
1033.0
u
1053.0
u
1033.0
u
1053.0
u
1053.0
u
1053.0 U
W>-S»-2»-19
¦1-3269
5.700 U
57.000
u
37.000 U
57.000
u
57.000
u
1148,0
u
1148.0
U
1148.0 U
1148.0
u
1148.0
u
1148.0
u
114B.0
u
1148.0
u
1148.0 U
HP-SB-20-29
J-3290
3.100 U
51.000
u
31.000 U
51.000
u
51.000
u
1029.0
u
1029.0
U
1029.0 U
1039.0
u
1029.0
u
1029.0
u
1029.0
u
1029.0
u
1029.0 U
6R0UNDUATER SAMPLES
ip-eu-ei
J-4565
0.100 U
0.100
u
0.100 U
0.100
u
0.100
u
10.0
u
50.0
U
50.0 U
20.0
u
10.0
u
10.0
u
90.0
u
10.0
u
10.0 U
If-SW-ffi
J-4566
0.100 U
0.100
u
0.100 U
0.100
u
0.100
u
10.0
u
50.0
U
50.0 U
20.0
u
10.0
u
10.0
u
90.0
u
10.0
u
10.0 U
tP-6W=03
J-4567
0.100 U
0.100
u
0.100 U
0.100
u
0.100
u
10.0
H
50.0
U
50.0 U
20.0
u
10.0
u
10.0
u
90.0
u
10.0
u
10.0 U
WP-HW-34A
J-4578
0.003 U
0.032
u
0.065 U
0.065
u
0.129
u
11.000
u
55.000
U
55.000 U
22.088
u
11.000
u
11.000
u
110.000
u
6.000
u
6.000 U
UP-W-34B
J-4577
0.00B U
0.076
u
0.152 U
0.152
u
0.304
u
22.000
u
110.000
U
110.000 U
44.000
u
22.000
u
22.000
u
220.000
u
11.000
u
11.000 U
HP-m-35
J-4576
0.004 U
0.037
u
0.075 U
0.075
J
0.149
u
9.000
u
45.000
U
45.000 U
18.000
u
9.000
u
9.000
u
90.000
u
5.000
u
5.000 U
-------
FILENANE:0RGANIC2
WESTERN PROCESSING
5/B4 TO 7/B4
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL CONCENTRATIONS IN U6/KS ON A DRY ICIGHT BASIS
SOIL SWLE N0.
TRAFFIC
REPORT NO.
2,4,5-TRICHLORO-
PtfiCL
ACENAPHTt€l£
1
BENZIDItt
,2-DICHLORO-
BENZEtC
3,3-DICHLQRQ-
BENZIDINE
2,4-DINITRO-
TOLUENE
up-MMi-e
NA
NA
NA
NA
NA
NA
WHM1-5
J-4661
4000.0
U
400.0 U
1600.0 U
400.0 U
200.0
U
800.0 U
w-m-n-i«
J-4662
4M0.0
U
400.0 U
1600.0 U
400.0 U
200.0
U
800.0 U
MP-W-01-15
J-4663
4000.0
U
400.0 U
1600.0 U
400.0 U
200.0
U
800.0 U
hhwi-20
J-4664
5064.0
u
506.4 U
2025.0 U
506.4 U
253.0
U
1013.0 U
HHB-01-25
J-4665
400e.e
u
400.0 U
1600.0 U
400.0 U
200.0
U
800.0 U
UP-MB-ei-38
J-4666
40M. e
u
400.0 U
1600.0 U
400.0 U
200.0
U
080.0 U
WHB-01-35
J-4667
2500.0
U
250.0 U
1000.0 U
250.0 U
125.0
U
500.0 U
HMO-01-40
J-4668
9000.0
u
500.0 (J
2000.0 U
500.0 U
250.0
U
1000.0 U
NP-w-01-50
J-4669
£500.0
u
250.0 U
1000.0 U
250.0 U
125.0
J
500.0 U
WHIM1-68
J-4670
1780.0
u
170.0 U
680.0 U
170.0 U
85.0
U
340.0 U
J—4671
4000.0
u
400.0 U
1600.0 U
400.0 U
200.0
U
800.0 U
NP-NB-01-70B
J-4672
4000.0
u
400.0 U
1600.0 U
400.0 U
200.0
U
800.0 U
WHW1-80
J-4673
4000.0
u
400.0 U
1600.0 U
400.0 U
200.0
U
B00.0 U
yp-»®-ei-3«
J-4674
NT
NT
NT
NT
NT
NT
HP-m-01-100
J-4675
NT
NT
NT
NT
NT
NT
WMB-02-0
J-4676
420.0
u
45.0 N
420.0 U
420.0 U
420.0
U
420.0 U
UHffl-02-5
J-4677
400.0
U
400.0 U
400.0 U
400.0 U
400.0
U
400.0 U
np-m-02-10
J-4678
330.0
u
390.0 U
390.0 U
390.0 11
390.0
U
390.0 U
UP-m-02-15
J-4679
390.0
u
390.0 U
390.0 U
390.0 U
390.0
u
390.0 U
li>-W-02-20
J-4680
390.0
u
390.0 U
390.0 U
390.0 U
390.0
u
390.0 U
HP-HB-02-25
J-4681
400.0
u
400.0 U
400.0 U
400.0 U
400.0
u
400.0 U
UHB-02-30
J-4682
400.0
u
400.0 U
400.0 U
400.0 U
400.0
u
400.0 U
NP-K&-02-40A
J-4683
400.0
u
400.0 U
400.0 U
400.0 L
400.0
u
400.0 U
*>-»ffl-02-40B
J-4686
820.0
u
020.0 U
820.0 U
820.0 U
820.8
u
820.0 U
WP-t®-«2-50
J-4684
400.0
u
400.0 U
400.0 U
400.0 U
400.0
u
400.0 U
UP-W-02-60
J-4685
400.0
u
400.0 U
400.0 U
400.0 U
400.0
u
400.0 U
MP-m-03-0
J-46B7
4660.0
u
466.0 U
1944.0 U
486.0 U
972.0
u
972.0 U
UP-WB-03-5
J-4688
7000.0
u
700.0 U
2800.0 U
700.0 U
1400.0
u
1400.0 U
HP-NB-03-10
J-4689
10700.0
u
1070.0 U
428.0 U
1900.0 M
2140.0
u
2140.0 I
HP-WB—®3-15
J-4690
1110.0
N
1110.0 U
4440.0 U
1110.0 U
2220.0
u
2220.0 M
UP-MB-43-28
J-4691
6900.0
u
690.0 U
3600.0 H
690.0 U
1380.0
u
1380.0 11
HP-NB-83-25A
J-4692
7000.0
u
700.0 U
2800.0 U
700.0 U
1400.0
u
1400.0 U
»H®-03-25B
J-4693
4980.0
u
498.0 U
1992.0 U
498.0 U
996.0
u
996.0 U
KHO-03-34
J-4694
6130.0
u
613.0 U
2452.0 U
613.0 U
1226.0
u
1226.0 U
HP-®-«3-40
J-4695
6430.0
u
643.0 U
2572.0 U
643.0 U
1286.0
u
12B6.0 U
WHO-03-50
J-4696
7740.0
u
774.0 U
3096.0 U
774.0 U
1548.0
u
1548.0 U
WP-MM3-60
J-4697
NT
NT
NT
NT
NT
NT
WP-W-M-70
J-4698
4730.0
u
473.0 U
1692.0 U
473.0 U
946.0
u
946.0 U
WP-HB-03-B0
J-4699
4000.0
11
400.0 U
1600.0 U
400.0 U
600.0
u
800.0 U
UHB-03-90
J-4700
5990.0
u
599.0 U
2396.0 U
599.0 U
1198.0
J
1198.0 U
UP-NB-03-100
J-4751
5710.0
u
571.0 U
2284.0 U
571.0 U
1142.0
u
1142.0 U
Bis-
N-MTROSO- N-NITROSODI- (H-ETHYLHEXYL) BUTYL BENZYL
FLUORANTHENE NAPHTHALENE DIMETHYUWIME PHENYJWINE PKTHALATt PHTHALATE
DI-N-BJTYL
PHMLATE
NA
NA
NA
NA
NA
NA
NA
NA
400.0
n
400.0
M
400.0
U
400.0
u
4444.0
400.0 U
400.0
U
480.0 X
400.0
U
400.0
U
400.0
U
400.0
U
544.0
N
400.0 U
430.0
U
400.0 M
400.0
U
400.0
U
400.0
u
400.0
N
21400.0
400.0 U
400.0
u
400.0 H
506.4
U
506.4
U
506.4
u
506.4
U
524.0
M
506.4 U
506.4
u
506.4 f
400.0
U
400.0
U
400.0
u
400.0
U
400.0
u
400.0 U
400.0
u
400.0 Li
400.0
U
400.0
U
400.0
u
400.0
u
30080.0
400.0 U
400.0
u
400.0 U
250.0
U
250.0
U
250.0
u
250.0
u
533.0
N
250.0 U
250.0
u
250.0 J
500.0
u
500.0
U
500.0
u
500.0
U
540.0
N
500.0 U
500.0
u
500.0 H
250.0
u
250.0
U
250.0
u
250.0
U
429.0
N
250.0 U
250.0
u
250.0 U
170.0
N
170.0
U
170.0
u
170.0
U
287.0
N
170.0 U
170.0
u
50.0 M
400.0
U
400.0
U
400.0
u
400.0
u
400.0
N
400.0 U
400.0
u
400.0 U
400.0
(J
400.0
U
400.0
u
400.0
u
675.0
N
400.0 U
400.0
u
400.0 U
400.0
U
400.0
U
400.0
u
400.0
u
510.0
N
400.0 U
400.0
u
400.0 U
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
420.0 U
180.0
X
420.0
U
420.0 U
1200.0
420.0
U
420.0
U
420.0 U
400.0 U
95.0
X
400.0
U
400.0 U
190.0
H
400.0
U
400.0
U
400.0 U
390.0 U
390.0
U
390.0
U
390.0 U
49.0
M
390.0
U
390.0
U
49.0 N
390.0 U
390.0
U
390.0
u
390.0 U
47.0
N
390.0
U
390.0
u
390.0 U
390.0 U
390.0
U
390.0
u
390.0 U
45.0
N
390.0
U
390.0
u
390.0 U
400.0 U
400.0
U
400.0
u
400.0 U
46.0
n
400.0
U
400.0
u
400.0 U
400.0 U
400.0
u
400.0
u
400.0 U
400.0
u
400.0
U
400.0
u
400.0 U
400.0 U
400.0
u
400.0
u
400.0 U
400.0
u
400.0
U
400.0
u
400.0 U
820.0 U
820.0
u
820.0
u
820.0 U
820.0
u
820.0
U
820.0
u
820.0 U
400.0 U
400.0
u
400.0
u
400.0 U
46.0
N
400.0
U
400.0
u
400.0 U
400.0 U
400.0
u
400.0
u
400.0 U
44.0
N
400.0
U
400.0
u
400.0 U
486.0
N
486.0
N
486.0
U
486.0
U
3600.0
490.0
x
486.0
H
486.0 X
7M.0
U
700.0
U
700.0
U
700.0
U
2000.0 M
700.0
u
700.0
U
700.0 U
2200.0
h
2000.0
M
1500.0
H
1070.0
1070.0 U
1070.0
u
1070.0
U
1070.0 U
1110.0
U
1200.0
M
1400.0
H
1110.0
U
2000.0 H
2220.0
u
1200.0
X
2220.0 U
690.0
U
690.0
U
690.0
U
690.0
U
690.0 U
690.0
u
690.0
U
690.0 U
700.0
U
700.0
U
700.0
U
700.0
U
700.0 U
700.0
u
700.0
U
700.0 U
498.0
U
498.0
U
498.0
U
498.0
U
498.0 N
498.0
u
498.0
J
498.0 U
613.0
U
613.0
U
613.0
U
613.0
u
613.0 U
613.0
u
613.0
J
613.0 U
643.0
U
643.0
U
643.0
U
643.0
u
643.0 U
643.0
u
643.0
U
643.0 U
774.0
U
774.0
U
774.0
U
774.0
I
774.0 U
774.0
U
774.0
U
774.0 U
NT
NT
NT
NT
NT
NT
NT
NT
473.0
U
473.0
U
473.0
u
473.0
u
473.0 U
473.0
U
473.0
u
473.0 U
400.0
u
400.0
U
400.0
u
400.0
u
400.0 U
400.0
u
400.0
U
400.0 J
599.0
u
599.0
u
599.0
u
599.0
u
599.0 U
599.0
u
599.0
u
599.0 U
571.0
u
571.0
U
571.0
u
571.0
u
571.0 U
U
571.0
u
571.0
u
571.0 U
-------
FILENWe:0RSW;C2
WESTERN PROCESSING
5/84 TO 7/84
QUflLITY ASSURED CLP ORGflNIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL CONCENTRATIONS IN UG/KB ON A DRY HEIGHT BASIS
SOIL SfWLE N0.
TRAFFIC
REPORT NO.
2,4,5-TRIWJJRO-
PHEML
ACENflPtmCIC
1
BENZIDIff
,2-DICHLQRD-
BENZENE
3,3-DICHLORD-
8ENZ1DINE
2,4-DINITRO-
TOLUENE
UMB-01-0
J-4776
981.8 U
490.0
U
490.0 U
490.0
U
490.8
U
490.0
U
WP-IB-81-4
J-4777
1172.9 U
586.0
U
586.0 U
586.0
U
586.9
U
586.0
U
UMB-il-9
J-4778
1087.e U
544.0
u
544.0 U
544.0
U
544.0
U
544.0
U
«>-IB-81-14
J-4779
1888.9 U
544.0
u
544.0 U
544.9
U
544.0
U
544.0
U
yp-iB-fi-19
J-4780
1702.0 U
851.0
u
851.8 U
851.0
U
851.0
U
851.8
U
whb-81-24
NR
NA
NA
NA
NA
NA
WMB-81-29
J-47B1
1208.0 U
604.0
u
684.8 U
604.0
U
604.8
U
684.8
U
HMB-81-34
J-47B2
1154.9 U
577.0
u
577.0 U
577.0
U
577.0
U
577.8
U
WMB-81-39A
J-47B3
1038.0 U
519.0
u
519.0 U
519.0
U
519.0
U
519.8
U
up-iB-ei-ra
J-47B4
1064.0 U
532.0
u
532.0 U
532.0
U
532.0
u
532.8
u
IP-IB-81-59
J-47B5
1468.0 U
734.0
u
734.0 U
734.0
U
734.8
u
734.8
u
HP-IB-82-8
J-4786
871.0 U
436.0
u
436.0 U
436.0
U
436.0
u
436.8
u
HHB-82-4
J-47B7
950.0 U
475.0
u
475.0 U
475.0
U
475.0
u
475.0
u
If-IHM
J-4788
1101.0 U
550.0
u
550.0 U
550.0
U
559.8
u
558.8
u
tP-iB-«e-i4
J-47B9
1077.0 U
539.0
u
539.0 U
539.0
U
539.0
u
539.0
u
wp-ib-82-19
J-4790
1220.0 U
610.0
u
610.0 U
610.0
U
610.0
u
610.0
u
UP-IB-82-24
J-32K
1212.0 U
606.0
u
606.0 U
606.0
U
686.8
li
606.8
u
UP-IB-82-29
J—4791
1043.0 U
522.0
u
522.0 U
522.0
U
522.0
u
522.0
u
UP-IB-82-34
J-3203
1087.0 U
543.0
u
543.0 U
543.0
U
543.8
LI
543.8
u
HP-IB-82-39
J-4792
1124.0 U
562.0
u
562.0 U
562.0
U
562.0
U
562.8
u
UMB-82-44
J-3204
919.0 U
459.0
u
459.0 U
459.0
U
459.8
U
459.0
u
UP-IB-02-49
J-4793
1049.0 U
525.0
u
525.0 U
525.0
U
525.0
u
525.8
u
ID-I&-02-54A
J-4794
963.0 U
482.0
u
482.0 U
462.0
U
482.0
u
482.8
u
UP-IB-82-548
J-4795
938.0 U
469.0
u
469.0 U
469.0
u
469.9
u
469.0
u
IP-IB-92-59
J-3205
938.0 U
479.0
u
479.0 U
479.0
u
479.0
u
479.0
u
WMB-fl3-9
J-4558
36700.0 U
3670.0
u
14680.0 U
3670.0
u
7340.9
u
7340.0
u
WP-IB-83-4
J-4551
33390.0 U
3330.0
u
13320.0 U
3330.0
u
6660.0
u
6669.0
u
WP-IB-83-14
J-4552
31690.0 U
3160.0
u
12649.9 U
3160.0
u
6320.0
u
6320.8
u
UP-IB-83-24
J-4553
26800.0 U
2680.8
u
18720.0 U
26B0.0
u
5360.0
u
5360.0
u
WP-IB-83-34A
J-4554
32509.0 U
3258.0
u
13000.0 U
3250.9
u
6500.0
u
6580.0
u
IP-IB-83-34B
J-4555
34200.0 U
3420.0
u
13680.0 U
3420.0
u
6840.0
u
6840.0
u
UP-IB-83-39
J-4556
32500.0 U
3250.0
u
13000.0 U
3250.0
u
6500.0
u
6580.0
u
UP-IB-03-44
J-4557
42000.0 U
4200.0
u
16800.8 U
4288.0
u
8488.0
U
8480.8
u
WP-IB-83-49
J-4556
30000.0 U
3000.0
u
12000.0 U
3080.0
u
6000.0
u
6080.0
u
HP-IB-03-54
J-4559
31400.0 U
3140.8
u
12560.0 U
3140.0
u
6280.8
u
6260.8
u
WP-IB-03-59
J-4S60
29300.0 U
293O.0
u
11720.0 U
2930.0
u
5860.0
u
5660.8
u
«>-S&-01-0
J-3279
4520.0
U
452.8
U
1808.0
U
452.0
U
484.1
3 U
484.0
1 U
WP-SB-01-4
J-3280
4420.0
U
442.8
U
1768.0
U
442.0
U
BB4.1
S U
884. e
I U
UP-SB-fll-9
J-3281
6380.0
u
630.0
U
2520.0
U
630.0
u
1260.1
S u
1260.J
1 U
UP-SB-01-14
J-3282
18680.0
u
1060.8
U
4240.0
U
1860.0
u
2128.1
> u
2120.«
1 U
Bis-
RftNTHEN!
NAPHTHALENE
N-NITROSO-
DIKETHYLftUNE
N-NITROSODI-
PHENYLAMINE
(2-fTHYLHEXYL)
PHTHALATE
BUTYL BENZYL
PHTHALATE
DI-M-BU7Y.
PHTHAlATE
DI-N-OCTYL
PHTHALATE
490.8
U
498.0 U
498.0
U
490.0
U
498.0
U
498.0
U
498.8
U
490.0 U
586.0
U
586.0 U
586.0
u
586.9
U
586.8
U
586.0
U
586.0
u
586.0 U
544.0
u
544.0 U
544.9
u
544.9
U
544.0
u
544.9
U
544.8
u
544.9 U
544.0
u
544.0 U
544.9
u
544.8
U
544.0
u
544.0
U
544.0
u
544.0 U
851.0
u
851.0 U
851.9
u
851.9
U
851.9
u
851.0
U
851.0
u
851.0 U
NA
NA
NA
NA
NA
NA
NA
NA
604.0
u
604.0 U
694.0
u
604.9
U
604.0
u
604.0
U
604.0
u
604.0 U
577.0
u
577.0 U
577.0
u
577.9
U
577.0
u
577.0
U
577.0
u
577.0 li
519.0
u
519.0 U
519.0
u
519.0
U
519.0
u
519.0
U
519.8
u
519.0 U
532.0
u
532.0 U
532.0
u
532.9
U
532.0
u
532.0
U
532.0
u
532.0 U
734.0
u
734.0 U
734.0
u
734.0
U
734.0
u
734.0
U
734.8
u
734.0 U
436.0
u
436.0 U
436.0
u
436.0
U
436.0
u
436.0
U
436.0
u
436.0 U
475.0
u
475.0 U
475.0
u
475.0
U
475.8
u
475.0
u
475. e
u
475.0 U
550.0
u
550.0 U
550.0
u
550.0
U
558.8
u
558.9
u
550.0
u
550.0 U
539.0
u
539.0 U
539.0
u
539.0
U
539.8
u
539.0
u
539.0
u
539.0 U
610.0
u
610.0 U
610.0
u
610.0
U
610.8
u
610.0
u
610.0
u
610.0 U
686.8
u
606.0 U
606.0
u
606.0
U
606.0
u
606.0
u
606.0
u
606.0 U
522.0
u
522.0 U
522.0
u
522.0
U
522.0
u
522.0
u
522.0
u
522.0 U
543.0
u
543.9 U
543.0
u
543.0
U
543.0
u
543.0
u
543.0
u
543.0 U
562.0
u
562.9 U
562.0
u
562.8
U
562.0
u
562.0
u
562.0
u
562.0 U
459.0
u
459.9 U
459.9
u
459.8
U
459.0
u
459.0
u
459.0
u
459.0 U
525.0
u
52S.9 U
525.9
u
525.9
U
525.9
u
525.0
u
525.0
u
525.0 U
482.0
u
482.9 U
482.9
u
482.0
U
482.9
u
482.0
u
482.0
u
482.0 U
469.0
u
469.9 U
469.9
u
469.8
U
469.9
u
469.0
u
469.0
u
469.8 U
479.0
u
479.9 U
479.0
u
479.9
u
479.9
u
479.0
u
479.0
u
479.8 U
3670.9
u
3670.9 U
3670.0
u
3670.9
u
3670.9
u
3678.0
u
3670.0
u
3678.8 U
3339.0
u
3330.0 U
3330.0
u
3330.0
u
3338.0
u
3330.0
u
3338.0
u
3330.0 U
3160.0
u
3160.0 U
3160.9
u
3160.8
u
3168.0
u
3168.0
u
3160.0
u
3168.8 U
26S0.0
u
2680.0 U
2688.9
u
2680.0
u
2688.0
u
2680.0
u
2688.0
u
2688.8 U
3250.0
u
3250.0 U
3259.9
u
3250.8
u
3258.0
u
3258.0
u
3258.0
u
3258.8 U
3420.0
u
3428.0 U
3420.0
u
3420.0
u
3428.0
u
3420.0
u
3420.0
u
3428.8 U
3250.0
u
3250.0 U
3250.0
u
3250.0
u
3258.0
u
3250.0
u
3258.0
u
3258.8 U
4200.0
u
4208.0 U
4208.8
u
4200.0
u
4208.0
u
4200.0
u
4200.0
u
4200.0 U
3080.0
u
308e.0 0
3080.0
u
3080.0
u
3008.0
u
3890.0
u
3800.0
u
3880.0 U
3140.0
u
3140.0 U
3:40.8
u
3140.0
u
3148.0
u
3140.0
u
3140.0
u
3140.0 U
2930.0
u
2930.0 J
2938.0
u
2930.0
u
2938.0
u
2930.0
u
2930.0
u
2930.0 U
452. t
1 U
452.!
1 U
452. t
1 U
452.0 U
452.8 L
452.0
U
452.0
U
452.0 U
442. a
I U
442. t
1 U
442. t
I u
442.0 U
442.0 U
442.0
U
442.0
U
698.0 N
630.1
1 u
630. t
I U
638. (
I u
638.0 U
638.0 U
638.0
U
630.0
U
1188.8 H
1060.«
I u
1060.8
1 U
1068. i
I u
1068.0 U
2808.0
1968.8
U
1068.0
U
2988.8
-------
FILEN(ME:0RGAWC2
WESTERN PROCESSING
5/84 TO 7/84
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAftPLES
ALL QWENTRATIONS IN UG/KG ON A DRY UEIGHT BASIS
TRAFFIC
2,4,5-TRICHJlRO-
1
,2-DICHLDRO-
3,3-DICHL0R0
£, 4-DINITRO-
SOIL SAWLE N8.
REPORT NO.
PHENOL
ACENAPHTHEtE
BENZIDINE
BENZEIC
BENZIDINE
TOLUENE
iP-SB-81-19
J-3283
5me u
530.0
U
2120.0 U
530.0 U
1060.0
U
1060.0
U
w-sB-ei-B+n
J-3284
5046. e u
504.0
U
2016.0 U
504.0 U
1008.0
u
1008.0
u
t#>-5B-01-24B
J-32B5
5088.0 U
508.0
u
2032.0 U
508.0 U
1016.0
u
1016.0
u
UP-SB-ei-29
J-3286
5740.8 U
574.0
u
2296.0 U
574.0 U
1148.0
u
1148.0
u
Ifi-SB-flS-e
J-3274
4600.0 U
460.0
u
1800.0 U
460.0 U
920.0
u
920.0
u
MP-SB-82-4
ND
ND
ND
ND
ND
ND
tf-Sfr-82-9
J-3275
5700.0 U
570.0
u
2200.0 U
570.0 U
1100.0
u
1100.0
u
UP-SB-82-14
J-3276
5590.0 U
559.0
u
2236.0 U
559.0 U
1118.0
u
1118.0
u
UP-SB-82-19
J-3277
13308.0 U
1330.0
u
5320.0 U
1330.0 U
2660.0
u
2660.0
u
HP-ffi-82-24
ND
ND
ND
Ml
NO
ND
IP-5B-02-29
J-327B
39B0.0 U
398.0
u
1592.0 U
398.0 U
796.0
u
796.0
u
IP-S8-83-8
J-3269
4300.0 U
490.0
u
2000.0 U
490.0 U
980.0
u
980.0
u
WP-5B-83-4
ND
ND
ND
ND
ND
ND
UP-SB-83-9
J-3270
6108.0 U
610.0
u
2400.0 U
610.0 U
1280.0
u
1200.0
u
lf>-SB-83-H
ND
ND
NO
ND
ND
ND
NP-ffi-83-19
J-3271
5900.000 U
590.000
u
2400.000 U
590.000 U
1200.000
u
1200.000
u
UP-SB-83-24
ND
ND
ND
ND
ND
ND
W>-S8-e3-29A
J-3272
5800.000 U
580.000
u
2300.000 U
580.000 U
1200.020
u
1200.000
u
HP-SB-83-29B
J-3273
7486.608 U
740.000
u
2900.000 U
740.000 U
1588.000
u
1580.000
u
WP-SB-83-34
UP-SB-04-0
J—3491
4010.0 U
401.0
u
1604.0 U
401.0 U
802.0
u
802.0
u
UP-S&-84-4
J-3492
5450.0 U
545.0
u
2180.0 U
545.0 U
1090.0
u
1090.8
u
IP-SB-84-9
J-3493
6000.0 U
600.0
u
2400.0 U
600.0 U
1280.0
u
1280.8
u
WP-SB-04-14
J—3434
6310.0 U
631.0
u
2524.0 U
631.0 U
1262.0
u
1262.0
u
WP-SB-04-19
J-3495
4990.0 U
499.0
u
1996.0 U
499.0 U
998.0
u
998.0
u
UP-Sfr-04-24
J-3496
5060.0 U
506.0
u
2024.0 U
506.0 U
1012.0
u
1012.0
u
IP-SB-84-29
J-3497
6050.0 U
605.0
u
2420.0 U
605.0 U
1210.0
u
1210.0
u
WP-5B-04-34
J-3498
5800.0 U
580.0
u
2320.0 U
580.0 U
1160.0
u
1160.0
u
UP-SB-45-4
J-4755
3610.0 U
1805.0
u
1805.0 U
1805.0 U
1885.0
u
1835.0
u
WP-SB-85-4
J-4756
1380.0 U
690.0
u
690.0 U
690.0 U
690.0
u
690.8
u
HP-SB-85-14
J-4758
1485.0 U
742,0
u
742.0 U
742.0 U
742.0
u
742.0
u
WP-SB-05-19A
J—4759
3382.0 U
1691.0
u
1691.0 U
1691.0 U
1691.0
u
1691.0
u
IP-SB-06-19B
J-4760
1844.0 U
922.0
u
922.0 U
922.0 U
922.0
u
922.0
u
WP-SB-85-24
J—4761
1243.0 U
622.0
u
622.0 U
622.0 U
622.0
u
622.0
u
MP-8B-85-34
¦M762
1496.t U
746.8
u
74A.8U
7*8,«y
M
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UP-SB-05-39
J-4763
£008.0 11
1004-0
u
1004.0 U
1004.0 U
1004.0
u
1004.0
u
IP-SB-06-8
J—4764
2855.0 Li
1028.e
u
1028.0 U
102B.0 U
1028,0
u
1028.0
u
UP-SB-86-4
J—4765
1308.0 U
654.0
u
654.0 U
654.0 U
654.0
u
654.0
u
UP-SB-06-14
J-4766
2100.0 U
1050.0
u
1050.0 U
1050.0 U
1050.0
u
1050.0
u
."i-SB-"
'151.0 "
525."
"
'25.0 "
52? ¦ "
CSC 9
11
A
"
Bl5-
S-KiTSDSD- N-NITROSODI- (2-ETHYUCXYL) BUTYL BENZYL DI-N-BbTYL DI-N-OCTYL
FLUORANTrtENE NAPHThAlENE DIMETHYUWII€ PHENYLfWINE PhTHALATE PHThALATE PHTHAIATE PHTHALATE
530.0
U
530.8
U
530.0
U
538.0
U
538.0
u
530.0
U
530.0
U
530.0 L
584.0
U
584.8
U
504.0
U
504.8
U
584.8
u
504.0
U
504.8
U
504.0 U
508.0
U
508.0
U
508.0
U
588.0
U
508.0
u
588.0
u
508.0
U
508.0 U
574.0
u
574.8
U
574.0
U
574.0
U
574.0
u
574.0
u
574.0
U
574.0 U
460.0
LI
468.8
U
468.8
U
460.8
U
460.0
u
460.0
u
460.0
u
460.0 U
ND
ND
ND
ND
ND
ND
ND
ND
570.0
U
570.8
U
578.0
U
578. e
U
578.8
u
570.0
u
570.0
H
570.8 U
559.0
U
559.8
U
559. e
U
559.8
U
559.8
u
559.0
u
559.0
U
559.0 U
1330.0
u
1338.0
U
1338.8
u
1338.8
U
1608.0
N
1330.0
u
1338.0
U
1330.0 U
ND
ND
ND
ND
ND
ND
ND
ND
398.0
u
me
U
398.0
u
398.8
U
398.0
U
398.0
u
398.0
n
398.0 l>
490.0
u
498.8
U
498.8
u
498.8
U
498.8
n
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618.8
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610. e
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618. e
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618.0
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618.8
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590.888
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590.008
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590. eee
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598.eee
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598.888
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598.808
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590.008 U
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ND
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ND
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588.000
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580.eee
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580.000
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588.800
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588.080
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588.888
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588.800
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580.008 U
740.080
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748.008
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740.008
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740.000
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740.080
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740.000
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748.000 H
401.0
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401.0
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401.0
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401.0 U
401.0
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401.0
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401.0
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401.0 U
545.0
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545.0
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545. e
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545.0 U
545.0
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545.0
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545.0
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545.0 U
680.0
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600.0
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600.0
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600.8 U
688.0
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680.0
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600.8
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688.0 U
613.0
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613.0
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631.0
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631.8
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631.0 U
499.0
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499.8
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499.8 U
499.0
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499.0
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499.0
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499.0 U
506.0
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506.8
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586. e
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506.0 U
3408.0
586.0
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506.8
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586.8 U
605.0
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605.8
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685.8
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605.0 U
605.0
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605.0
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605.0
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685.8 U
580.0
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588.8
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580.8
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580.0 U
580.0
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588.0
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580.0
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336.8 H
1B05.0
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1605.8
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1805.0
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1805.0 U
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1805.0
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1805.0
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1885.8 U
690.0
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690.8
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690.0
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690.0 U
698.0
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690.8
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698.8
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698.8 U
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622.0
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1084.0
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1084.8 U
1028.0
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1020.0
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1028.0
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1028.8 U
1828. e
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1028.0
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1028.0
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1028.0 U
654.0
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654.0
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654.0
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654.8 U
654.8
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654.0
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654. e
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654.8 U
1050.0
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FIL£NAKE:CR3ANiC2
WESTERN PROCESSING
5/64 TO 7/B4
QUALITY flSSUSED CLP OSGPMC-PDIORITY POLLUTWT DOTfl
SOILS AND GROUNDURTER SflTPLES
ALL CONCENTRATIONS IN UG/KG ON fl DRY WEIGHT BASIS
BiS-
TRflFFIC 2,4,5-TRICHLORO- 1,2-D!CHLORO- 3,3-DICHLDRO- 2,4-DIMITRO- N-MTRCSO- N-MTHOSODI- (c-ETHYLBDYJ BUTYL BENZYL DI-N-BJTYL DI-N-DCTY.
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HP-SB-06-24
J-4767
1970.0 U
535.0
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535.0
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535.0 U
535.0
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535.0
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535.0
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535.0 U
535.0
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535.0 U
535.0
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535.0
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535.0 U
535.0 U
WP-58-06-29
J-4766
1475.8 U
736.0
U
738.0
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738.0 U
73B.0
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738.0
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738.0
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736.0 U
738.8
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73B.0 U
736. e
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738.0
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738.0 y
738.0 U
HP-SM6-34
J-4769
121 i.e U
605.0
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605.0
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605.0 U
605.0
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605.0
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605.0
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605.0 U
605.0
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605.0 U
605.0
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605.0
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605.0 y
605.0 L'
WP-ffl-07-0
J-3243
4590.0 U
459.0
U
1836.0
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459.0 U
918.0
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918.0
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459.0
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459.0 U
459.0
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459.0 U
459.0
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459.0
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453.0 U
453.0 U
HP-SB-07-9
J-3244
11500.0 b
1150.0
U
4600.0
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1150.0 U
2300.0
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2300.0
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1150.0
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1150.0 U
1150.0
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1150.0 U
1150.0
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1150.0
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1153.0 U
1150.0 f
WP-SB-07-19
J-3245
16800.0 U
1880.0
U
7520.0
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1860.0 U
3760.0
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3760.0
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1880.0
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1860.0 U
1880.0
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1860.0 U
1880.0
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1680.0
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1860.0 U
1860.0 Li
UP-S&-07-24C1
J-3246
11600.0 U
1160.0
U
4640.0
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1160.0 U
2320.0
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2320.0
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1160.0
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1160.0 U
1160.0
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1160.0 U
1160.0
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1160.0
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1144.0 K
1160.0 Li
UP-SB-07-24B
J-3247
5848.0 U
564.0
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£336.0
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564.0 U
1168.0
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1168.0
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564.0
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584.0 U
5B4.0
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584.0 U
584.0
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584.0
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564.0 y
584.0 U
tf-SB-07-34
J-3246
5190.0 U
515.0
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£860.8
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515.0 U
1030.0
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1030.0
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515.0
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515.0 U
515.0
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515.0 U
515.0
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515.0
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515.0 U
515.0 b
W-SB-08-0
J-3206
4470.0 U
447.0
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1768.0
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447.0 U
894.0
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894.0
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10.0
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447.0 U
447.0
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447.0 U
447.0
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447.0
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447.0 U
447.0 U
HP-SB-«#-9
J—3207
5400.0 U
540.0
U
2160.0
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540.0 U
1060.0
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1060.0
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540.0
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540.0 U
540.0
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540.0 U
18.0
N
540.0
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10.0 R
540.0 U
WP-SM8-14
J-3208
5250.0 U
525.0
U
2100.0
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525.0 U
1050.0
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1050.0
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525.0
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525.0 U
525.0
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525.0 U
525.0
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525.0
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525.0 U
525.0 U
«p-SB-ee-i9
J-3209
5240.0 U
524.0
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£096.0
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524.0 U
1048.0
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1048.0
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524.0
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524.0 U
524.0
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524.0 U
524.0
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524.0
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10.0 M
524.0 L
UP-SB-«-24
.1-3210
5210.0 U
521.0
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2884.0
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521.0 U
1042.0
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1042.0
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521.0
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521.0 U
521.0
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521.0 U
521.0
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521.0
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10.0 M
521.0 U
UP-5B-08-29
J-32U
4980.0 U
498.0
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1992.0
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498.0 U
996.0
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996.0
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496.0
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498.0 U
498.0
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498.0 U
496.0
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498.0
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498.0 U
496.0 y
UP-SB-09-0
J—477®
895.0 U
447.0
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447.0
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447.0 U
447.0
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447.0
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447.0
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447.0 U
447.0
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447.0 U
447.0
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447.0
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447.0 U
447.0 U
HP-SB-09-4
J-4775
960.0 U
480.0
U
480.0
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460.0 U
480.0
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480.0
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480.0
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480.0 U
480.0
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460.0 U
460.0
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480.0
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480.0 U
480.0 L
UP-SB-09-14
J-4771
3355.0 U
1677.0
J
1677.0
U
1677.0 U
1677.0
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1677.0
u
1677.0
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1677.0 U
1677.0
J
1677.0 U
1677.0
u
1677.0
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1677.0 U
1677.0 U
HP-SB-09-19
J—4797
1308.0 U
654.0
u
654.0
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654.0 U
654.0
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654.0
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654.0
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654.0 U
654.0
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654.0 U
654.0
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654.0
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654.0 U
654.0 U
UP-SB-09-24
J-4772
1687.0 U
844.0
u
844.0
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844.0 U
844.0
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844.0
y
844.0
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B44.0 U
844.0
j
844.0 U
644.0
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844.0
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844.0 U
644.0 y
UP-SB-09-29
J—4773
1086.0 U
543.0
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543.0
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543.0 U
543.0
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543.0
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543.0
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543.0 U
543.0
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543.0 U
543.0
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543.0
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543.0 U
543.0 L
WP-SB-09-34
J-4774
1348.0 U
674.0
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674.0
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674.0 U
674.0
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674.0
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674.0
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674.0 U
674.0
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674.0 U
674.0
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674.0
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674.0 U
674.0 U
HP-SB-10-0
J-3249
4310.0 U
431.0
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1724.0
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431.0 U
862.0
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862.0
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431.0
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431.0 U
431.0
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431.0 U
431.e
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431.0
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431.0 y
431.0 U
HP-SB-10-9
J-3250
5480.0 U
548.0
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2192.0
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548.0 U
1096.0
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548.0
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548.0 y
546.0
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548.0 U
546.0
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548.0
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548.0 U
548.0 U
HP-SB-10-19
J—3251
6120.0 U
612.0
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2448.0
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612.0 U
1224.0
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1224.0
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612.0
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612.0 U
612.0
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612.0 U
1224.0
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612.0
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612.0 U
612.0 U
wp-sb-i»-24
J-3252
4508.0 U
450.0
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1808.0
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450.0 U
900.0
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900.0
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450.0
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450.0 U
450.0
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450.0 U
450.0
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450.0
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450.0 U
450.0 U
HP-SB-10-29
J-3253
14700.0 U
1470.0
u
5880.0
u
1470.0 U
2940.0
u
2940.0
u
1470.0
u
1470.0 U
1470.0
y
1470.0 U
1470.0
u
1470.0
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1470.0 U
1470.0 y
wp-SB-n-e
J-3212
4010.0 U
401.0
J
1604.0
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401.0 U
802.0
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802.0
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401.0
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401.0 U
401.0
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401.0 U
401.0
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401.0
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401.0 U
401.0 y
HP-SB-11-9
J-3213
3990.0 U
399.0
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15%. 0
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399.0 U
79B.0
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798.0
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399.0
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399.0 U
399.0
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399.0 U
399.0
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399.0
u
399.0 U
399.0 U
HP-SB-11-14
J-3214
4800.0 U
460.0
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1920.0
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480.0 U
960.0
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960.0
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480.0
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480.0 U
460.8
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480.0 I)
460.0
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480.0
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480.0 U
480.0 U
HP-SB-11-19fl
J—3215
70200.0 U
7020.0
u
28080.0
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7020.0 U
14040.0
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14040.0
y
7020.0
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7020.0 U
7020.0
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7020.0 U
7020.0
y
7020.0
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7020.0 U
7020.0 U
HP-SB-11-I9B
J—3216
6790.0 U
679.0
u
2716.0
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679.0 U
1358.0
u
135B.0
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679.0
y
679.0 U
679.0
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679.0 U
679.0
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679.0
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679.0 U
679.0 U
UP-SB-11-24
J—3217
5170.0 U
517.0
u
2068.0
u
517.0 U
1034.0
u
1034.0
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517.0
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517.0 U
517.0
y
517.0 y
517.0
y
517.0
u
517.0 U
517.0 U
WP-S8-11-29
J-3218
5270.0 U
527.0
u
2108.0
u
527.0 U
1054.0
u
1054.0
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527.0
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527.0 U
527.0
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527.0 U
527.0
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527.0
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527.0 U
527.0 y
HP-SB-12-0
J—3213
4190.0 J
419.0
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1676.0
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419.0 U
838.0
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838.0
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419.0
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419.0 U
419.0
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419.0 y
419.0
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419.0
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419.0 U
419.0 H
HP-SB-12-9
J-3220
5IM0.0 J
500.0
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£000.0
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500.0 U
1000.0
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1000.0
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me
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560.0 y
520.0
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500.0 U
580.0
y
500.0
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500.0 U
500.0 U
HP-SB-12-14
J-3221
4000.0 .
400.0
J
1600.0
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400.0 U
602.0
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830.0
y
420.0
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400.0 U
400.0
j
408.0 U
480.0
y
400.0
u
400.0 U
400.0 y
WP-SB-12-19
J-3222
5240.0 J
524.0
J
2096.0
u
524.0 U
1046.0
u
1048.0
u
524.0
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524.0 U
524.0
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524.0 U
524.0
j
524.0
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524.0 U
750.0 U
HP-SB-12-29A
j-3223
4990.0 L
499.0
u
1996.0
u
499.0 U
938.0
u
998.0
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499.0
u
499.0 U
499.0
u
499.0 U
499.0
u
499.0
u
499.0 U
499.0 L'
-------
FILENWE:0SuA.MIC2
WESTERN PROCESSING
5/84 TO 7/B4
DUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL OOICEN1RATIQNS IN U6/K6 ON A DRY HEI6HT BASIS
TRAFFIC 2,4,5-TRICHLORO- 1,2-DICnLORO- 3,3-DICti.CRD- 2,4-DINITRO-
SDIL SflWLE N0. DEPORT NO. PHENOL ACENAPHTfCIE BENZIDINE BENZ0E BENZIDINE TOuU€S£
HP-SB-12-29B
J-3224
5330.0 U
533.0 U
2132.0 U
533.0 U
1066.!
1 U
1066.0 U
HP-SB-13-0
J-3264
4600.000 U
460.000 U
1840.000 U
460.000 U
«.« U
920.000 U
HP-SB-13-4
J-3265
5390.000 U
539.000 U 2156.880 U
539.000 U
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1 U
1078.000 U
HP-SB-13-9
J-3266
5000.000 U
500.000 U 2000.000 U
500.000 U
1000.000
1 U
1000.000 U
*>-SB-13-14
ND
ND
ND
ND
ND
ND
yP-SB-13-19
J-3267
5480.000 U
548.000 U 2192.000 U
548.000 U
1096.000 U
10%. 000 U
HP-S9-13-24
ND
ND
ND
ND
ND
ND
HP-SB-13-29
J-3268
4900.000 U
490.000 U 2000.000 U
490.000 U
980.008
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980.000 U
IP-SB-13-34
ND
ND
ND
ND
ND
ND
HP-S0-14-0
J-3238
32000.0 U
8B00.0 J 580000.0 U
5800.0 U
73000.0
u
29000.0 U
tP-SB-U-4
J-3239
520.0 U
140.0 U
9400.0 U
94.0 U
1200.0 U
470.0 U
HP-SB-14-9
NA
NA
NA
NA
NA
NA
«>-SB-14-14
J-3240
800.0 U
220.0 U
15008.0 U
150.0 U
1800.0 U
730.0 U
HP-SB-14-19
J-3241
590.0 U
160.0 U
11000.0 U
110.0 U
1380.0
u
530.0 U
HP-SB-14-24
J-4798
981.0 U
490.0 U
490.0 U
490.0 U
490.0
u
490.0 U
HP-SB-14-29
J-3242
590.0 U
160.0 U
11000.0 U
110.0 U
1300.0
u
530.0 U
HP-SB-14-34
J-4799
993.0 U
496.0 U
496.0 U
496.0 U
496.0
u
496.0 U
HP-SB-14-39
NA
NA
NA
NA
NA
NA
HP-SB-15-0
J-3226
460.0 U
130.0 U
8400.0 U
84.0 U
1100.0
u
420.0 U
HP-SB-15-4
J-3227
520.0 U
140.0 U
9400.0 U
94.0 U
1200.0
u
470.0 U
HP-SB-15-14
J-3228
590.0 U
160.0 U
11000.0 U
110.0 U
1300.0
u
530.6 U
HP-SB-15-19
J-3229
590.0 U
160.0 U
11000.0 U
110.0 U
1380.0
u
530.0 U
HP-SD-I5-24
NA
NA
NA
NA
NA
NA
HP-SB-15-29A
J-3230
NT
NT
NT
NT
NT
NT
H>-SB-15-29B
J-3231
680.0 U
180.0 U
12000.0 U
120.0 U
1500.0
u
620.0 U
HP-SB-16-«
J-3232
520.0 U
140.0 U
9400.0 U
94.0 U
1200.0
u
470.0 U
HP-SB-16-4
J-3233
460.0 U
130.0 U
8400.0 U
84.0 U
1100.0
u
420.0 U
HP-SB-16-14
J-3234
680.0 U
1B0.0 U
12000.0 U
128.0 U
1500.0
u
620.0 U
HP-SB-16-19
J-3235
680.0 U
180.0 U
12000.0 U
120.0 U
1500.0
u
620.0 U
HP-SB-16-29A
J-3236
520.0 U
140.0 U
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160.0 U
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1080.0
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1080.0 U
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5400.0 U
540.0 U
2160.0 U
548.0 U
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130.0 U
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150.0 U
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84.0 U
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120.0 U
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280.0 U
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440.0 U
320.0 U
490.0 U
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250.0 U
280.0 U
320.0 U
320.0 U
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370.0 U
280.0 U
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370.0 U
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510.0 U
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780.0 J
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430.0 J
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290.8 U
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460.0 U
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680.0 U
520.0 U
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524.0 U
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548.000 U
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120.0 U
94.0 J
84.0 U
120.0 U
120.0 U
94.0 U
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430.0 U
532.0 U
555.0 U
524.0 U
467.0 U
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460.000 U
539.000 U
500.000 J
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546.000 U
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490.000 U
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290.0 U
210.0 U
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170.0 U
190.0 U
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250.0 U
190.0 U
170.0 U
250.0 U
256.0 U
198.0 U
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WESTERN PROCESSING
5/84 TO 7/84
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ALL CONCENTRATIONS IN U6/K6 ON A DRY WEIGHT BASIS
TRAFFIC
2,4,5-TRICHLORD-
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IP-SB-18-24B
J-325fl
5068.0 U
508.0
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2032.0
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588.0 U
1016.0 U
1016.0 U
UP-SB-19-0
J—3291
987.0 U
493.0
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493.0
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493.0 U
493.0 U
493.0 U
IC-SB-19-9
J-3292
1196.0 U
598.0
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598.0
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598.0 U
598.0 U
598.0 U
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J-3293
1089.0 U
544.0
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544.0
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544.0 U
544.0 U
544.0 U
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J-3294
1614.0 U
807.0
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807.0 U
807.0 U
807.0 U
HP-SB-19-24
J-3295
1029.0 U
515.0
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515.0
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515.0 U
515.0 U
515.0 U
HP-SB-19-29
J-3296
1199.0 U
600.0
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600.0
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600.0 U
600.0 U
600.0 U
WP-S8-19-34
J-3297
1253.0 U
626.0
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626.0
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626.0 U
626.0 U
626.0 U
WP-SB-19-39
J-3298
1024.0 U
512.0
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512.0
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512.0 U
512.0 U
512.0 U
HP-SB-19-46
J-3299
958.0 U
479.0
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479.0
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479.0 U
479.0 U
479.0 U
W-SB-20-0
J-3287
1047.0 U
524.0
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524.0
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524.0 U
524.0 U
524.0 U
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HP-SB-20-9
J-3288
1053.0 U
527.0
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527.0
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527.0 U
527.0 U
527.0 U
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W-5B-20-19
J-3289
1148.0 U
574.0
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574.0
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574.0 U
574.0 U
574.0 U
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J-3290
1029.0 U
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515.0
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515.0 U
515.0 U
515.0 U
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j-4565
10.0 U
10.0
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30.0
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10.0 U
10.0 U
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WP-GW-02
J-4566
10.0 U
10.0
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30.0
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10.0 U
10.0 U
15.0 U
UP-6W=03
J-4567
10.0 U
10.0
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30.0
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10.0 U
10.0 U
15.0 U
UP-MW-34A
J—4578
110.000 U
11.000
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44.000
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11.000 U
22.080 U
22.000 U
UP-MM-34B
J—4577
220.000 U
22.000
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88.000
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22.000 U
44.000 U
44.200 U
WP-XW-35
J-4576
90.000 U
9.000
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36.000
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9.000 U
18.080 U
18.000 U
Bis-
N-NITROSO-
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508.0
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508.0
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508.0
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538.0
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508.8 U
508.0 U
528.0
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508.0 U
493.0
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493.0
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493.0
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493.0
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493.0 U
493.0 U
493.0
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493.0 U
538.0
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598.0
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598.0
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598.0 U
598.0 U
598.0
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598.0 U
544.0
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544.0
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544.0
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544.0
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544.0 U
544.0 U
544.0
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544.0 U
807.0
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807.0
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807.0
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807.0
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807.0 U
807.0 U
807.0
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807.0 U
515.0
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515.0
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515.0
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515.8 U
515.0 U
515.0
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515.0 U
600.0
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600.0
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600.0
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600.0
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600.0 U
600.0 U
600.0
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600.0 U
626.0
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626.0
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626.0
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626.0
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626.0 U
626.0 U
626.0
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626.0 U
512.0
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512.0
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512.0
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512.0
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512.0 U
512.0 U
512.0
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512.0 U
479.0
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479.0
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479.0
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479.0 U
479.0 U
479.0
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479.0 U
524.0
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524.0
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524.0
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524.0
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524.0 U
524.0 U
524.0
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524.0 U
527.0
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527.0
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527.0
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527.0
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527.0 U
527.0 U
527.0
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527.0 U
574.0
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574.0
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574.0
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574.0 U
574.0 U
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515.0
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10.0
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76.0
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11.009
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22.000
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44.000
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22.000
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9.000 U
9.000
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-------
FI LENfiME: OHGSM C2
WESTERN PROCESSING
5/84 TO 7/B4
QUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT 3STA
SOILS AND GROUNDWATER SAMPLES
ALL CONCENTRATIONS IN UG/KG ON A DRY WEIGHT BflSIS
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NA
NA
NA
NA
NA
NA
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NA
NA
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WP-KB-01-5
J-4661
400.0 U
408.0
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B00.0 U
B80.0 U
808.8 U
800.8
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680.0
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480.0 U
400.0
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400.0 H
800.0 U
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880.0
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408.0 U
808.8 U
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408.0
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808.0 N
680.0 U
688.0 U
600.0
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680.0
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400.0 U
400.0
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480.0 U
S00.0 U
400.0
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600.0
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400.0 U
600.0 U
UP-W-01-15
J-4663
400.0 U
400.0
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800.0 H
600.0 U
800.8 U
600.0
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600.0
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400.8 U
408.0
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480.0 U
600.0 U
480.0
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880.0
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408.8 U
800.8 U
WHtB-01-20
J-4664
506.4 U
1013.0
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1013.0 U
1013.9 U
1013.0 U
506.4
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1013.0
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506.4 U
306.4
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506.') U
1013.0 U
586.4
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1013.8
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506.4 U
1013.0 U
UP-W-01-25
J-4665
400.0 U
B00.0
U
800.0 U
688.0 U
800.0 U
400.8
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680.0
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408.0 U
400.0
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480.0 U
600.0 U
400.0
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880.0
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400.0 U
888.8 U
WHffl-01-30
J-4666
400,0 U
B00.0
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600.0 J
680.0 U
600.0 U
400.0
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880.0
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400.8 U
400.0
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480.0 U
600.0 U
480.0
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600.0
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400.0 U
800.0 U
WMffl-01-35
J-4667
250.0 U
500.0
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500.0 U
500.0 U
508.8 U
£50.8
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588.0
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250.0 U
250.0
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250.0 U
508.0 U
250.0
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580.0
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258.0 u
508.8 U
UHM1-W
J-4668
me u
1000.0
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1000.0 U
1088.0 U
1000.0 U
500.0
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1080.0
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500.0 U
500.0
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500.0 U
1000.0 U
580.0
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1000.0
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500.0 U
1000.0 U
up-xB-01-50
J-4669
258.8 U
500.0
U
S00.0 U
580.0 U
580.0 U
350.0
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580.0
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250.0 U
250.0
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250.0 U
500.0 U
£58.0
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580.0
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250.0 U
508.8 U
UP-NB-tt-U
J-4570
170.0 U
340.0
U
340.0 J
340.0 U
340.0 U
170.0
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340.0
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170.0 U
170.0
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170.0 U
340.0 U
170.0
M
340.0
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170.0 U
340.0 U
WP-K8-01-70A
J-4671
400.0 U
S00.0
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800.0 U
880.0 U
808.0 U
400.0
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680.0
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400.0 U
400.0
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488.0 U
800.0 U
480.0
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880.0
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400.0 U
800.8 U
HP-#8-01-78B
J-4672
me u
808.0
U
800.0 J
8«8.0 U
600.0 U
480.0
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400.0 U
408.0
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480.0 U
680.0 U
480.0
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680.0
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400.0 U
800.0 U
UP-MMl-ea
J-4673
400.8 U
808.0
U
808.0 U
880.0 U
800.0 U
400.0
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680.0
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400.0 U
408.0
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400.0 U
600.0 U
400.0
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880.0
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400.8 U
808.8 U
UP-HB-01-90
J-4674
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
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HPHffl-01-100
J-4675
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
NT
WHIM2-0
J-4676
420.0
U
428.0
U
420.0 U
420.0
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420.0
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420.0
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420.0 U
45.0
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45.0
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230.0
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420.0
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420.0
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420.0
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45.0
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160.0 X
WP-NB-02-5
J-4677
400.8
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400.0
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408.8 J
480.0
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400.0
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480.0
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400.0 U
408.0
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408.8
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400.0
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400.0
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400.0
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400.0
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400.0
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95.0 N
WHffl-02-10
J-4678
390.8
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398.0
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390.0 U
390.0
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390.0
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390.0
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390.0 U
390.0
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398.0
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390.0
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390.0
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390.0
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390.0
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390.0
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390.0 U
WP-NB-02-15
J-4679
390.8
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390.0
U
390.0 U
390.0
U
390.0
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390.8
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390.0 U
390.0
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390.8
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390.0
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390.0
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390.0
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390.0
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398.8
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390.9 J
WP-NB-02-20
J-4680
390.0
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390.0
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390.0 U
390.0
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390.0
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390.0
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390.0 U
390.8
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390.0
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390.0
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390.0
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390.0
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390.0
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390.8
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390.0 J
WP-M-02-2S
J-4681
1200.0
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408.0
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480.0 U
480.0
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400.8
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488.0
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480.0 U
408.8
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488.0
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488.0
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480.0
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400.0
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46.0
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400.8
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408.8 U
HP-HB-02-30
J-4682
400.0
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408.0
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400.0 U
400.0
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400.8
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400.0
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480.0 U
480.0
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400.0
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480.0
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480.0
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400.0
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400.0
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400.0
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400.8 U
UP-MB-02-40A
J-4683
400.0
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400.0
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400.0 U
480.0
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400.8
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480.0
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480.0 U
408.0
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400.0
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400.0
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400.0
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400.0
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400.0
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400.0
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408.8 U
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J-4686
820.8
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620.0 0
820.0
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620.0
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620.0
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820.0 U
820.0
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820.0
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620.0
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820.0
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820.0
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620.0
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820.0 U
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J-4684
480.8
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408.0
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FI-EJflXEiORSaMCE
WESTERN PROCESSING
5/84 TO 7/84
DUALITY ASSURED ClP OSGA\: APRIORITY POLLUTANT DATA
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-------
FltftfMEsQffiAMCi
WESTERN PROCESSING
5/84 TO 7/04
DUALITY ASSUSED a? ORGANIC-PRIORITY POLLUTANT DATA
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ALL CONCENTRATIONS IN U6/K0 ON A DRY UEIHT BASIS
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PHTHfiLATE
ANTHRflCEie
PYRENE
FLUORANTHENE
FLUDRANTtCNE
CHRYSENE
PERYlENE
ACENAPHThYLENE
FLJORENE
PHENANTHRENE
cdl-PYRENE
PYRENE
ALCOHOL
DIBENZOFL'RAN
MIPHTHAlENE
HP-SB-01-19
>3263
338.0 U
530.1
i U
1060.0 J
1060.0
U
1060.0 U
530.0 J
1060.0
> U
530.0 U
538.8 U
530.8 U
1060.0 U
538.8 U
1060.0 U
530.0 U
1060. e U
U>-SB-M-i24A
>3284
504.0 U
504.1
9 U
1009.0 U
1088.0
U
1008.0 U
504.0 U
1008.0 U
504.0 U
504.9 U
504.1
1 U
1003.0 U
504.0 U
1088.0 U
504.
0 U
1008.0 U
YP-SB-01-24B
>3285
588.0 U
50fl. (
1 U
1016.0 U
1016.0
U
1016.0 U
508.0 U
iei6.0
u
508.0 U
506.8 U
506. (
) U
1016.0 U
506.0 U
1016.0 U
506.
0 u
1816.0 u
UP-SB-81-29
>3286
574.0 U
574.1
I u
1146.0 U
1148.0
U
1148.0 U
574.0 U
1146.0
I u
574.0 U
574.8 U
574.1
I U
1148.0 U
574.0 U
1148.0 U
574.
0 IJ
1148.0 y
WP-SB-02-0
>3274
460.0 U
460.0 U
920.0 U
920.0
U
920.0 U
460.0 J
920.0
u
460.0 J
468.8 U
460.1
) U
920.0 U
468.8 U
920.0 U
460.0 U
920.0 y
yp-68-c-4
ND
ND
ND
NO
ND
ND
ND
W
ND
ND
ND
ND
ND
m
ND
UP-S8-02-9
>3275
570.0 U
570.0 U
1100.0 U
1100.0
U
1100.0 U
570.0 U
1100.0
u
570.0 IJ
570.8 U
570.8 U
1100.0 U
578.8 U
570.0 U
570.
0 u
570.0 U
UP-SB-02-14
>3276
559.0 U
559.1
1 u
lllfl.0 U
1118.0
U
1118.0 U
559.0 U
1118.0
u
559.0 U
559.8 U
559. (
) U
1118.0 U
559.8 U
1118.0 U
559.
0 u
1118.0 U
WP-S8-82-19
>3277
1330.0 U
1330.(
) u
2260.0 U
2260.0
N
2260.0 M
1330.0 U
2260.0
u
1330.0 U
1338.8 U
1338.8 U
2268.0 U
<338.8 U
2260.0 U
13.
0
2260.0 U
H>-S»-02-24
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
MP-SB-02-29
>3278
396.0 U
396.0 U
796.0 U
796.0
U
796.0 U
398.0 U
796.0
u
396.0 U
396.8 U
396.8 U
796.0 U
396.8 U
796.0 U
396.
0 u
796.0 U
UP-SB-03-8
>3269
490.0 J
490.0 U
980.0 U
980.0
U
980.0 U
490.0 U
980.0
u
490.0 U
498.8 U
498. C
1 U
960.0 U
498.8 U
980.0 U
490.
0 u
960.0 U
UP-S8-03-4
ND
ND
M>
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
*>-SB-03-9
>3270
610.0 U
610.1
1 u
1200.0 U
1208.0
U
1200.0 U
610.0 U
1280.0
u
610.0 U
618.8 U
618.1
) U
1280.0 U
618.8 U
1280.0 U
610.
0 U
1280.0 U
UP-SB-03-14
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
l*>-SB-«3-19
>3271
590.000 U
590.00«
! U
1200.000 U
1200.000
L
1200.000 U
590.000 U
1200.008
u
590.000 U
1200.088 U
1200.00C
1 U
1280.080 U
590.808 U
1200.080 U
590.00
0 U
1280.000 J
UP-SB-03-24
ND
ND
ND
ND
ND
ND
is D
ND
ND
ND
ND
ND
ND
ND
ND
UP-S8-03-29A
>3272
560.000 U
560.001
! U
1200.000 U
1200.000
U
1200.000 U
580.000 U
1220.000 U
580.000 U
580.808 U
580.80C
1 U
1280.088 U
580.008 U
1200.000 U
560.00
0 U
1280.000 U
UP-5&-03-29B
>3273
740.000 U
740.000 U
1500.000 U
1500.000
u
1500.000 U
740.000 U
1500.008
u
740.0«! U
740.808 U
748.80C
1 U
1508.080 U
740.888 U
1500.080 U
748.08
0 U
1588.000 U
tf>-5B-03-34
HP-SB-04-0
J—3491
401.0 U
401.1
) U
802.0 U
602.0
u
802.0 U
401.0 U
802.0
u
401.0 U
401.0 U
401. C
1 U
602.0 U
401.0 U
802.0 U
401.
0 y
882.0 U
WP-SB-04-4
>3492
545.0 U
545.«
1 U
1090.0 U
1090.0
u
1090.0 U
545.0 U
1090.0
u
545.0 U
545.8 U
545.0
1 U
1090.0 U
545.0 U
1098.0 U
545.
8 u
1098.0 U
lf-SB-M-9
J—3493
600.0 U
600.0 U
1200.0 U
1200.0
u
1200.0 U
600.0 U
1200.0 U
620.0 U
608.0 U
600.1
1 U
1200.0 U
600.0 U
1208.0 U
600.0 U
1200.0 U
HP-SB-04-14
>3494
631.0 U
631. C
1 U
1262.0 U
1262.0
u
1262.0 U
631.0 U
1262.0
u
631.0 U
631.8 U
631.8 U
1262.0 U
631.0 U
1262.0 U
631.
8 U
1262.0 U
UP-SB-84-19
>3495
499.0 U
499.«
I u
998.0 U
996.0
u
998.0 U
499.0 U
998.0 U
499.0 U
499.8 U
499.8 U
998.0 I
499.0 U
996.0 U
499.
0 u
998.0 U
yP-SB-04-24
>3496
506.0 U
506. e
1 u
1012.0 U
1012.0
u
1012.0 U
506.0 a
1012.0
u
506.0 U
506.8 U
506.8 U
1012.0 U
506.8 U
1012.8 U
506.
0 u
1012.0 U
IP-SB-04-29
J-3497
605.0 U
605.1
1 u
1210.0 U
1210.0
u
1210.0 U
605.0 U
1210.0
u
605.0 U
605.8 U
605.1
1 U
1210.0 U
605.0 U
1218.8 IJ
605.
0 U
1210.0 U
UP-SB-04-34
J—3458
560.0 U
560. t
1 u
1160.0 U
1160.0
u
1160.0 U
560.0 U
1160.0
u
580.0 U
588.8 U
588.0
1 u
1160.0 U
5808.8 U
1168.8 U
588.1
0 u
1168.0 U
HP-5B-05-0
J—4755
1605.0 U
1805. e
1 u
1805.0 U
1805.0
u
1805.0 U
1805.0 U
1805.0
u
1805.0 U
1805.0 U
1605.0
I u
1805.0 U
1805.0 U
1805.0 U
1805.
0 U
1805.0 U
UP-5B-85-4
>4756
690.0 U
690.0
1 u
690.0 U
690.0
u
690.0 U
690.0 U
690.0
0
690.0 U
698.8 U
698.0
I u
690.0 U
698.8 U
698.8 U
698.8 U
690.0 U
JP-SB-05-14
>4758
742.0 U
742.8
1 u
742.0 U
742.0
u
742.0 U
742.0 U
742.0
u
742.0 U
742.8 U
742.0
1 u
742.0 U
742.8 U
742.0 U
742.1
0 u
742.0 U
UP-SB-05-:5fl
J—4759
1691.0 U
1691.!
1 u
1691.0 U
1691.0
u
1691.0 U
1691.0 U
1691.0
u
1691.0 U
1691.8 U
1691.0
i u
1691.0 U
1691.0 U
1691.0 U
1691.8 U
1691.0 U
UP-SB-05—1SB
>4760
922.0 U
922.0 U
922.0 U
922.0
u
922.0 U
922.0 U
922.0 II
922.0 U
922.8 U
922.0
I u
922.0 U
922.8 U
922.0 U
922.1
t u
922.0 U
UP-SB-05-24
>4761
622.0 U
622.0
I u
622.0 U
622.0
u
622.0 U
622.0 U
622.0 U
622.0 U
622.8 U
622.0
u
622.8 U
622.8 U
622.0 U
622.1
9 u
622.0 U
IP-SB-05-34
>4762
746.0 U
746.0 U
748.0 U
748.0
u
746.0 U
748.0 U
746.0 U
748.0 U
746.8 U
746.0
u
748.0 U
746.0 U
746.0 U
748.1
t y
748.0 U
MP-SB-05-39
>4763
1004.0 U
1004.0
1 u
1004.0 U
1004.0
u
1004.0 U
1004.0 U
1004.0
u
1004.0 U
1004.8 U
1004.8
u
1084.8 U
1804.0 U
1804.8 U
1804.1
l u
1884.8 U
UP-SB-06-0
>4764
1026.0 U
iai
1 u
1028.0 U
1026.0
u
1028.0 U
1028.0 U
1028.0
u
1D2B.0 U
1026.8 U
1026.0
' u
1028.0 U
1026.8 U
1026.0 U
1826.1
0 y
1028.0 U
HP-SB-06-4
J—4765
654.0 U
654.0
u
654.0 U
654.0
u
654.0 U
654.0 U
654.0
u
654.0 U
654.8 U
654.8 U
654.8 U
654.0 U
654.0 U
654.1
9 u
654.0 U
UP-S8-06-I4
>4766
1050.0 U
1050.0
I u
1050.0 U
1050.0
u
1050.0 U
1050.0 U
1050.0
u
1250.0 U
1058.8 U
1050.0
u
1050.0 U
1050.0 U
1050.0 U
1850.1
t y
1050.0 U
WP-SB-06-19
525.0 U
525.8
u
525.0 U
525.0
L
525.0 U
525.0 U
525.0 U
525.0 U
535.0 U
525.8
u
525.0 U
525.0 U
525.0 J
525.1
9 U
525.0 U
-------
FILEMWEiQSjfiMK
WESTERN PRGCESSINB
5/84 TO 7/84
DUALITY ASSURED CLP DHGOMC-PRIOHITY POlLUTAN* DATA
SOILS' AND GROUNDWATER SAMPLES
ALL CBCENTRATIONS IN U6/KG ON A DRY WEIGHT BASIS
TRAFFIC
DIETHYL
BENZQ(a)-
BENZO(a)
BENZOfDl-
BENZO(k)-
BENZO(gm)-
iND£MC(l,£,3-
BENZYL
2-rtETHYL-
SOIL SAMPLE N8.
REPORT NO.
PHTHflLATE
HNTKRACENE '
PYRENE
FUJORANTHENE
FniORBNTHEME
CHRYSENE
PERYLENE
ACENAPhTHYLENE
FLuDRENE '
PhENA\7nRENE
cd)-PYRENE
PYRENE
(LCOHOL
OIBEfiZOFuRRN
NAPHTHflLENE
KP-SB-06-24
J-4767
S3S.0
J
535.0
u
535.0
U
535.0 U
535.0 U
535.0 U
535.0
U
535.9
U
535.0 U
535.0 U
535.0
U
535.0
U
535.0
U
.535.0 li
535.0 Li
IP-5B-06-29
J—4760
738.0 U
738.0
u
738.0
U
738.0 U
73S.0 U
738.
0 U
738.0
U
738.0
U
738.0 U
738.0 U
738.0
U
738.0
ti
738.0
U
738.0 J
738.) U
UP-SB-86-34
J-4769
60S.0 U
6135.0
u
605.0
U
605.0 U
605.0 U
605.
0 U
605.0
U
605.0
U
'605.0 U
605.0 U
605.0
U
605.0
U
605.0
11
605.0 U
605.0 U
H>-SB-87-0
J—3243
459.0
U
459.8
u
918.0
U
918.0 U
918.0 U
459.
0 U
459.0
U
459.0
U
459.0 U
459.0 U
918.0
U
459.0
u
918.0
u
459.0 U
918.0 U
UP-SB-87-9
J—3244
1150.0
J
1158.0
u
2300.0
U
2300.0 U
2300.0 U
1150.
0 U
2300.0
U
1150.0
U
1150.0 U
1150.0 U
2308.0
U
1150.0
u
2300.0
u
1150.0 U
2300.0 U
kP-SW7-19
J-3245
1880.0
u
1889.0
u
3760.0
U
3760.0 U
3760.0 U
1880.
0 U
3760.0
U
1880.0
U
1880.0 U
1880.0 U
3760.8
u
1880.0
u
3760.0
u
18B0.0 U
3760.0 U
HP-SB-87-24A
J-3246
1160.0
u
1160.0
u
2320.0
u
2320.0 U
2320.0 U
1160.
0 U
2320.0
U
1160:0
U
1160.0 U
1160.0 U
2320.0
u
1160.0
u
2320.0
u
1160.0 U
2320.0 U
*>-SB-87-248
J-3247
384.0
u
584.0
u
1168.0
u
1168.0 U
1168.0 U
584.
0 U
1168.0
U
584.0
U
584.0 U
584.0 U
1168.0
u
584.0
u
1168.0
u
584.0 U
1168.0 U
KP-S8-87-34
J-3248
515.0
u
515.0
u
1030.0
u
1030.0 U
1030.0 U
515.
0 U
1030.0
U
515.0
U
515.0 U
515.0 U
1030.0
u
515.0
u
1030.0
u
515.0 d
¦' 1030.0 U
HP-SB-88-8
J-3206
447.0
u
447.0
u
894.0
u
20.0 M
894.0 U
447.
0 U
894.0
u
447.0
U
447.0 U
10.0 H
894.0
u
10.0
H
894.0
u
447.0 U
894.0 U
UP-SB-88-9
J-3207
540.0
u
. 540.0
u
1080.0
u
1080.0 U
1080.0 U.
540.
0 U
1080.0
u
540.0
U
540.0. U
540.0 U
1080.0
u
540.0
U
1080.0
u
540.0 U
1080.0 U
IP-SB-88-14
J-3208
525.0
u
525.0
u
1050.0
u
1068.8 U
1050.0 U
525.
0 U
'1050.0
u
525.0
U
525.0 U
525.0 U
' 1050.0
u
525.0
U
1050.0.
u
525.0 U
1050.8U
HP-5M8-19
J-3209
524.0
u
524.0
u
1048.0
u
1048.0 U
1046.0 U
524.
0 U
1048.0
u
524.0
U
524.0 U
524.0 U
1048.0
u
524.0
U
104B.0
u
524.0 U
1048.0 U
UP-5B-88-24
J-3210
521.0
u
521.0
u
1042.0
u
1042.0 U
1042.0 U
521.
0 u
1042.0
u
521.0
U
521.0 U
521.0 U
1042.0
u
521.0
u
1042.0
u
521.0 U
1042. e Li
HP-SB-88-29
J—3211
498.0
u
498.0
u
996.0
u
996.0 U
996.0
498.
0 u
996.0
u
498.0
U
498.0 U
498.0 U
996.0
u
498.0
u
996.0
u
498.0 U
996.0 U
«>-SB-e9-e
J-4770
447.0
u
447.0
u
447.0
u
447.0 U
447.0 U
447.
0 U
447.0
u
447.0
U
447.0 U
447.0 U
447.0
u
447.0
u
447.0
u
447.0 U
447.0 y
UP-S8-09-4
J-4775
480.0
u
480.0
u
480.0
u
480.0 U
480.0 U
480.
0 u
480.0
u
480.0
U
480.0 U
480.0 U
480.0
u
480.0
u
480.0
u
480.0 U
480.0 U
UP-SB-09-14
J—4771
1677.0
u
1677.0
u
1677.0
u
1677.0 U
1677.0 U
1677.
0 u
1677.0
u
1677.0
U
1677.0 U
1677.0 U
1677.0
u
1677.0
u
1677.0
u
1677.0 U
1677.0 U
HP-SB-89-19
J-4797
654.0
u
654.0
u
654.0
u
654.0 U
654.0 U
654.
0 u
654.0
u
654.0
U
654.0 U
654.0 U
654.0
u
654.0
u
654.0
u
654.0 U
654.0 U
UP-SB-09-24
J-4772
844.0
u
844.0
u
844.0
u
844.0 U
844.0 U
844.
0 u
844.0
u
844.0
U
844.0 U
844.0 U
844.0
u
844.0
u
844.0
u
844.0 U
844.0 U.
WP-5B-09-29
J-4773
543.0
u
543.0
u
543.0
u
543.0 U
543.0 U
543.
0 U
543.0
u
543.0
u
543.0 U
543.0 U
543.0
u
543.0
u
543.0
u
543.0 U
543.0 U
IP-SB-89-34
J-4774
674.0
u
674.0
u
674.0
u
674.0 U
674.0 U
674.
0 u
674.0
u
674.0
u
674.0 U
674.0 U
674.0
u
674.0
u
674.0
u
674.0 U
674.0 U
WP-SB-18-0
J-3243
431.0
u
431.0
u
862.0
u
862.0 U
862.0 U
431.
0 u
862.0
u
431.0
u
431.0 U
431.0 U
862.0
u
431.0
u
862.0
u
431.0 U
862.0 U
HP^B-I0-9
J-3250
548.0
u
548.0
u
1096.0
u
1096.0 U
10%. 0 U
548.
0 U
1096.0
u
548.0
u
548.0 U
548.0 U
1096.0
u
548.0
u
1096.0
u
548.0 U
1896.0 U
W>-SB-10-19
J—3251
612.0
u
612.0
u
1224.0
u
1224.0 U
1224.0 U
612.
0 u
1224.0
u
612.0
u
612.0 U
612.0 U
1224.0
u
612.0
u
1224.0
u
612.0 U
1224.0 U
KH5B-18-24
J-3252
450.0
u
450.0
u
900.0
u
900.0 U
900.0 U
450.
0 U
900.0
u
450.0
u
450.0 U
450.0 U
900.0
u
450.0
u
900.0
u
450.0 U
900.0 U
W-SB-18-29
J-3253
1470.0
u
1470.0
u
2940.0
u
2940.0 U
2940.0 U
1470.
0 u
2940.0
u
1470.0
u
1470.0 U
1470.0 U
2940.0
u
1470.0
(J
2940.0
u
1470.0 II
2948.0 U
UP-SB-11-0
J—3212
401.0
J
401.0
u
802.0
u
802.0 U
802.0 U
401.
0 U
802.0
u
401.0
u
401.0 U
401.0 U
802.0
y
401.0
u
802.0
u
401.0 U
802.0 U
UP—SB—11—9
J—3213
399.0
u
399.0
u
798.0
u
798.0 U
798.0 U
399.
0 u
798.0
u
399.0
u
399.0 U
399.0 U
798.0
u
399.0
u
798.0
u
399.0 U
798.0 U
UP-SB—11-14
J-3214
480.0
u
480.0
u
960.0
u
960.0 U
960.0 U
480.
0 U
960.0
u
.480.0
u
480.0 U
480.0 U
960.0
u
480.0
u
960.0
u
480.0 U
960.0 U
UP-SB-11-19A
J—3215
7020.0
u
7020.0
u
14040.0
u
14040.0 U
14040.0 U
7020.
0 U
14040.0
u
7020.0
u
7820.0 U
7020.0 U
14040.0
u
7028.0
u
14040.0
u
7028.0 U
14848.0 U
HP-SB^-11 -19B
J—3216
679.0
u
679.0
u
1358.0
u
1358.0 U
1358.0.U
679.
0 U
1358.0
u
679.0
u
679.0 U
679.0 U
1358.0
u
679.0
u
1358.0
u
679.0 U
1358.0 U
WP-SB-11-24
J—3217
517.0
u
517.0
u
1034.0
u
1034.0 U
1034.0 U
517.
0 U
1034.0
u
517.0
u
517.0 U
517.0 U
1034.0
u
517.0
u
1034.0
u
517.0 U
iB34.0 U
UP-SB-11-29
J—3218
527.0
u
527.0
u
1054.0
u
1054.0 U
1054.0 U
527.0 U
1054.0
u
527.0
u
527.0 U
527.0 U
1054.0
u
527.0
u
1054.0
u
527.0 U
1854.0 U
WP-5B-12-0
J-3219
419.0
u
4.9.0
u
838.0
u
838.0 U
838.0 U
. 419.
0 u
. 838.0
u
419.0
u
419.0 U
419.0 U
838.0
u
4.9.0
u
838.0
u
419.0 U
838.0 U
UP-SB-12-9
J-3220
500.0
u
500.8
u
1000.0
u
1000.0 U
1000.0 U
500.
0 U
1000.0
u
500.0
u
500.0 U
500.0 U
1000.0
u
500.0
u
1000.0
M
580.0 U
1800.0 U
MP-SB-12-14
J-322:
400.0
J
400.0
u
800.0
u
800.0 U
880.0 U
400.
0 U
800.0
u
400.0
u
408.0 U
400.0 U
800.0
u
400.0
u-
800.0
u
408.0 U
688.0 U
yP-SB-12-19
J-3222
524.0
u
554.0
u
1048.0
u
1048.0 U
1048.0 U
524.
0 u
1248.0
u
524.0
u
524.0 U
524.0 U
1048.0
u
524.0
u
1048.0
u
524.0 U
1848.0 U
HP-SB-12-29A
J-3223
499.0
J
493.0
u
998.0
u
998.0 U
998.0 U
499.0 U
9S8.0
u
499.0
u
499.0 U
499.0 U
998.0
u
499.0
u
998.0
u
499.0 U
998.0 U
-------
FiLEMWEiDRGHMCa
WESTERN PROCESSING
5/64 TO 7/84
BJALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL CMXNTRATIQNS IN UB/KG ON A DRY HEIGHT BASIS
SOIL SAWLE N0.
TRAFFIC
REPORT NO.
DIETHYL
PhTHAUtTE
BENZO(a)-
ANTHRflCBE
BENZQlal
PYRENE
BENZOIbl-
FLOORANTNENE
BENZOikl-
FLUORANTHENE
CHRYSENE
NP-SB-12-29B
J-3224
533.0 U
533.1
1 U
1866.0
I U
1066.0 U
1066.0
U
533.0
U
UP-SB-13-8
J-3264
460.001
9 U
460.08«
1 U
928.800
I U
920.801
9 U
920.000
U
468.000
U
IP-SB-13-4
J-3265
539.001
9 U
539.080
I u
1876.808
u
1878.88)
! U
1878.080
u
539.000
U
W>-SB-13-9
J-3266
580.000 U
580.001
1 u
1800.000
I u
1088.881
9 U
1000.000
u
508.000
U
HP-SB-13-14
ND
ND
ND
ND
ND
ND
UPHSH3-19
J-3267
548.081
) U
548.880
I u
1096.800
u
1896.888 U
1096.000
u
548.808
U
HP-SB-13-24
ND
ND
ND
ND
ND
ND
HP-SB-13-29
J-3268
490.081
9 U
490.000
1 u
9B0.888
u
988.888 U
988.088
u
490.880
U
UP-SB-13-34
M>
ND
ND
ND
ND
ND
lf-SB-14-0
J-3238
8888.0 U
12000.0
I u
18888.8
u
15808.0 U
23880.0
u
15808.8
U
HP-5B-14-4
J-3239
140.0 U
190.0
u
288.0
u
248.0 U
380.0
u
248.8
U
«>-SB-14-9
NA
NA
NA
NA
NA
NA
UP-SB-14-1V
J-3240
220. (
1 U
290.0
u
448.8
u
368.8 U
588.8
u
368.8
U
UP-5B-14-I9
J—3241
160.0 U
210.0
i u
328.8
u
270.0 U
430.0
u
278.8
u
UP-SB-14-24
J-4798
490.0 U
490.0
u
498.8
u
498.8 U
498.8
u
498.8
u
IMB-14-£9
J-3242
160. (
) U
210.0
' u
328.8
u
270.0 U
430.0
u
278.0
u
UP-SB-14-34
J-4799
496.0 U
496.0
u
496.8
u
496.8 U
496.0
u
496.8
u
HM2H4-39
Nfl
NA
NA
NA
NA
NA
WP-SB-I5-0
J-3226
130. (
1 u
170.0
u
258.0
u
218.1
1 U
348.8
u
218.0
u
UP-SB-15-4
J-3227
140.0 U
190.0
u
288.8
u
240.8 U
380.0
u
240.8
u
UP-SB-15-14
J-3228
168.8
1 u
210.0
u
328.8
u
278.8 U
438.8
u
278.8
u
UP-SB-15-19
J-3229
160.1
1 u
210.0
u
328.8
u
278.0 U
438.0
u
278.8
u
UP-SB-15-24
NA
NA
NA
NA
NA
Nfl
UP-SB-15-29A
J-3230
NT
NT
NT
NT
NT
NT
UP-SB-15-29B
J—3231
188.«
1 u
250.0
u
378.8
u
318.8 U
490.0
u
318.0
u
UP-SB-16-0
J-3232
140. t
1 u
190.0
u
288.8
u
248.8 U
380.0
u
240.0
u
UP-SB-16-4
J-3233
138.«
1 u
170.0
u
25(9.0
u
218.8
1 U
348.8
u
210.0
u
UP-SB-16-14
J-3234
180. C
1 u
250.0
u
378.8
u
318.0 U
490.0
u
310.0
u
UP-SB-16-19
J-3235
188. e
1 u
250.0
u
370.8
u
318.1
1 U
498.8
u
318.8
u
UP-SB-16-29A
J-3236
140. t
1 u
190.0
u
288.8
u
240.8 U
388.8
u
248.8
u
HP-SB-16-29B
J-3237
168.1
1 u
210.0
u
328.8
u
278. C
I U
438.8
u
278.8
u
UP-5B-17-0
J-3259
430.1
1 u
430.0
u
860.0
u
860.1
1 U
860.0
u
430.0
M
UP-SB-17-9
J-3260
532.1
1 u
532.0
u
1864.8
u
1864.0
1 u
1064.8
u
532.0
u
*-86-17-19
J-3H61
mi
1 u
555.0
u
1110.8
u
1118.1
1 u
1110.0
u
555.0
u
HP-SB-17-29
J-3262
324. e
1 u
524.0
u
1048.0
u
1846.1
1 u
1046.0
u
524.0
u
UP-SB-1B-0
J-3254
487.0
1 Li
4B7.0
u
974.0
u
974.1
1 u
974.0
u
487.0
u
UP-SB-18-9
J-3255
500.8
1 u
500.0
u
1008.0
u
1808.1
1 u
1808.8
u
500.0
u
UP-SB-18-19
J-3256
540.!
I u
548.0
u
1080.0
u
1888.1
1 u
1080.0
u
540.0
u
P-SB
- - -
u
- - -
I,"' "
¦ -
¦ -
'J
BENZGIglil- INDEN0(l,2,3-
PERYLENE ACENfiPHTHYLENE FLU) RENE PHENANTHRENE cd)-PYRENE
PYRENE
BENZYL
ALCOHOL
i-^THYL-
DIBENZ3FURAIV NAPHTHALENE
1966.0 U
920.000 u
107B.000 U
1000.000 u
ND
18%. 088 U
NO
98I.M U
ND
20000.0 u
330.8 U
NA
510.0 U
370.0 U
490.0 U
370.0 U
496.8 U
NA
290.0 U
330.0 U
370.0 U
370.0 U
Nfl
NT
430.0 U
330.0 U
290.0 U
430.0 U
430.0 U
330.0 U'
370.0 U
860.0 U
1064.0 U
1110.0 II
1048.0 U
974.0 U
1000.0 U
1I9B0.0 U
533.0 U 533.0 U
460.000 U 460.080 U
539.800 U 539.808 U
580.000 U 500.080 U
ND ND
548.000 U 548.080 U
ND KD
490.000 U 4S0.088 U
ND ND
533.8 U 1066.0 U
460.808 U 920.080 U
539.808 U 1078.088 U
508.808 U 1088.000 U
ND ND
548.000 U 10%.000 U
ND ND
490.888 U 988.088 J
ND ND
533.0 U 1866.0 U
460.080 K 920.008 U
539.880 U 1878.800 U
1000.008 U 1008.800 U
ND ND
548.000 U 18%.000 U
ND ND
490.088 U 988.808 U
ND ND
533.8 U 1066.8 U
468.000 U 920.000 U
539.808 U 1078.000 U
500.000 (J 1000.000 U
ND ND
548.000 U 1096.000 U
ND ND
490.880 U 988.000 U
ND ND
580O.0 U
94.0 U
NA
150.0 U
118.0 U
490.0 U
110.0 U
496.0 U
NA
8800.0 U
140.0 U
NA
220.0 U
160.0 U
49O.0 U
160.0 U
496.0 U
NA
5800.0 U
94.0 U
NP
150.0 U
110.0 U
490.8 U
110.0 U
496.0 U
NA
26080.0 U
428.0 U
m
658.8 U
488.0 U
498.0 U
480.0 U
496.0 U
Nfl
B800.0 U
148.0 U
NA
228.8 U
168.0 U
498.0 U
160.0 U
496.8 U
NA
12008.8 U
198.8 U
NA
298.8 U
210.8 U
498.8 U
218.8 U
496.8 U
NA
5800.0 U
94.0 U
NA
150.8 U
118.8 U
498.8 U
110.0 U
496.8 U
NA
5880.0 U
94.0 U
NA
150.8 U
118.0 U
498.8 U
110.0 U
496.8 U
NA
84.8 U
94.0 U
118.8 U
118.0 U
NA
NT
128.8 U
130.0 U
140.0 U
168.8 U
160.0 U
NA
NT
188.0 U
84.0 U
94.0 U
110.0 U
110.0 U
NA
NT
128.0 U
388.0 U
420.0 U
480.0 U
480.0 U
NA
NT
550.0 U
138.8 U
148.8 U
168.8 U
168.8 U
NA
NT
180.8 U
178.0 U
190.0 U
210.0 U
210.0 U
Nfl
NT
258.8 U
84.8 U
94.8 U
110.8 U
110.0 U
Nfl
NT
128.8 U
84.0 U
94.0 U
118.8 U
118.8 U
NA
NT
128.8 U
94.0 U
84.0 U
128.0 U
128.8 U
94.0 U
110.0 U
140.0 U
138.0 U
188.0 U
188.0 U
140.0 U
160.0 U
94.0 U
84.0 U
120.0 U
120.0 U
94.0 LI
110.0 U
420.0 U
388.8 U
550.0 U
558.0 U
420.0 U
480.0 U
140.0 U
138.8 U
188.8 U
188.8 U
148.8 U
160.0 U
190.0 U
170.0 U
258.8 U
258.8 U
198.8 U
218.8 U
94.8 U
84.8 U
120.0 U
120.8 U
94.8 U
118.8 U
94.8 U
84.0 U
128.8 U
128.8 U
94.0 U
110.0 U
430.0 U
532.0 U
555.0 U
524.0 U
487.0 U
500.0 U
540.0 U
¦="\0 U
430.0 U
532.0 U
555.0 U
524.0 U
487.0 U
500.0 U
540.0 U
' u
430.0 U
532.0 U
555.0 U
524.0 U
487.0 J
500.0 U
540.0 U
"" 0 U
860.0 U
1064.0 U
1110.0 U
1848.0 U
974.0 U
1008.0 U
1080.0 II
'"24.8 "
430.0 N
532.0 U
555.8 U
524.8 U
487.8 U
508.8 U
540.0 U
*'3.0 U
860.0 U
1064.8 U
1118.8 U
1848.8 U
974.8 U
1008.8 U
1088.8 U
i aOL q [J
438.0 U
532.0 U
555.8 U
324.8 U
487.0 U
508.8 U
540.8 U
*:,3.0 U
860.0 U
1064.0 U
1110.0 U
1048.0 U
974.8 U
1080.0 l>
1088.8 U
1K>4.0 U
-------
FILENAME:0R6ANIC2
WESTERN PROCESSING
5/84 TO 7/64
DUALITY ASSURED CLP ORGANIC-PRIORITY POLLUTANT DATA
SOILS AND GROUNDWATER SAMPLES
ALL CONCENTRATIONS IN U6/KG ON A DRY HEIGHT BASIS
TRAFFIC DIETHYL BENZO(a)- BENZO(a)- BENZO(b)- BENIO(k)- BENZO(ghi)-
SOIL SimE N0. REPORT NO. PHTHALfiTE ANTHRACENE PYRENE FLUORANTHENE FLUORANTHENE CHRYSENE PERYLENE
WP-SB-18-24B J-3258 568.8 U 508.8 U 1016.0 U 1016.0 U 1016.0 U 50B.0 U 1016.0 U
HP-SB-19-8
J-3291
493.8
U
493.0
U
493.0
U
493.0
U
493.0
U
493.0
U
493.0
U
WP-SB-19-9
J-3292
598.8
U
598.0
U
598.0
U
598.0
U
598.0
U
598.0
U
598.0
U
WP-SB-19-14
J-3293
544.8
U
544.0
U
544.0
U
544.0
U
544.0
u
544.0
U
544.0
U
UP—SB—19—19
J-3294
687.8
U
807.0
U
887.0
u
807.0
U
807.0
u
807.0
U
807.0
U
i#>-SB-19-24
J-3295
515.8
U
515.0
U
515.0
u
515.0
U
515.0
u
515.0
U
515.0
U
WP-SB-19-29
J-3296
600.0
U
680.0
U
680.0
U
600.0
u
600.0
u
680.0
u
688.8
U
WP-SB-19-34
J-3297
626.0
U
626.0
U
626.0
u
626.0
U
626.0
u
626.0
u
626.8
U
WP-SB-19-39
J-3298
512.8
U
512.0
U
512.0
u
512.0
U
512.0
u
512.0
u
512.0
U
WP-SB-19-46
J-3299
479.0
U
479.0
u
479.0
u
479.0
u
479.0
u
479.0
U
479.0
U
WP-5B-20-0
J-3287
524.0
U
524.0
U
524.0 U
524.0
U
524.0
u
524.0
u
524.0 U
HP-SB-20-9
J-32B8
527.8
U
527.0
U
527.0 U
527.0
U
527.0
U
527.0
U
527.0 U
WP-SB-20-19
J-32B9
574.0
u
574.0
U
574.0 U
574.0
U
574.0
u
574.0
U
574.0 U
WP-59-20-29
J-3290
515.8
u
515.0
U
515.0 U
515.0
U
515.0
u
515.0
U
515.0 U
GROUNDWATER SflKPLES
W-6W-01
J-4565
10.0
U
10.0
U
15.0 U
15.0
U
13.0
u
10.8
U
28.0 U
WP-6W-«2
J-4566
10.0
u
10.0
U
15.0 U
15.0
u
13.0
u
10.0
U
28.0 U
HP-6*=03
J-4567
10.8
H
10.0
U
15.0 U
15.0
u
13.0
u
18.0
U
28.0 U
WP-KW-34A
J-4578
11.«
10 U
Il.«
10 U
22. M
10 U
22.0!
10 U
22.000 U
22.088 U
22.000 U
WP-HV-34B
J-4577
22.«
90 U
22.0C
10 U
44. m
10 U
44.0«
» U
44.088 U
44.008 U
44.800 U
WP-NW-35
J-4576
9.H
!0 K
9.0t
10 U
18.0!
18 U
18.0t
18 U
18.088 U
18.008 U
18.880 U
NOTE: 1. GH-01, 02, AND 03 HERE COLLECTED FRON ONSITE MONITORING WELLS
NB-01, 02, AND 03 RESPECTIVELY. Hl-83 HAS COLLECTED FRCP! THE
68 FOOT DEDTH PORTAL OF THE WEST BAY MULTIPLE PORT SAHPLER
IN KB-03. MB-01 IS A 4-INCH HELL SCREENED AT 75 TO 95 FEET.
NB-02 IS A 4-INCH WELL ADJACENT TO HB-01 AND SCREE1® AT 33 TO
55 FEET.
2. W-34 AND 35 ARE QPFSITE HELLS INSTALLED IN JUNE, 1383. HW-34
IS A CLUSTER WELL CONSISTING OF 34A AND 34B. HH-34A IS A
2-INCH WELL SCREENED AT 52 TO 62 FEET. MW-34BIS A 4-INCH WELL
SCREENED AT 124 TO 134 FEET. HW-35 IS A 4-INCH WELL SCREENED
AT 55 TO 75 FEET.
fTHYLENE
FLUORENE
PHENANTHRENE
INDEN0(t,2,3-
ct!)-PYRENE
PYRENE
BENZYL
ALCOHOL
DIBENZOFURAN
2-KETHYL-
NAPHTHALENE
508.0 U
588.0
U
506.0 U
1016.0
U
588.8
U
1016.8
u
588.8 U
1016.0 U
493.0 U
493.0
U
493.0 U
493.0
U
493.0
U
493.8
u
493.8 U
493.8 U
598.0 U
598.0
U
598.0 U
598.0
U
598.0
U
59B.8
U
598.0 U
598.0 U
544.0 U
544.0
U
544.0 U
544.8
U
544.8
U
544.8
U
544.8 U
544.0 U
807.0 U
U
U
887.8 U
887.0
U
887.8
u
887.8
U
887.0 U
887.0 U
515.0 U
515.0
U
515.0 U
515.8
U
515.8
U
515.8
U
515.8 U
515.0 U
608.0 U
608.0
U
600.0 U
688.8
U
680.8
u
600.0
U
680.8 U
688.0 U
626.0 U
626.0
U
626.8 U
626.8
U
626.8
U
626.0
U
626.8 U
626.0 U
512.0 U
512.0
U
512.0 U
512.8
U
512.0
u
512.0
U
512.0 U
512.0 U
479.0 U
479.8
U
479.0 U
479.8
U
479.8
u
479.8
U
479.8 U
479.0 U
524.0 U
524.0
U
524.0 U
524.0
U
524.0
u
524.8
U
524.8 U
524.0 U
527.0 U
527.0
U
527.0 U
527.0
U
527.0
u
527.0
U
527.8 U
527.0 U
574.0 U
574.0
U
574.0 U
574.0
u
574.8
u
574.0
U
574.0 U
574.0 U
515.0 U
515.0
U
515.0 U
515.8
u
515.8
u
515.0
U
515.8 U
515.8 U
10.0 U
10.0 U
10.0 U
11.000 U
22.000 U
9.000 U
10.0 U
10.0 U
10.0 U
11.000 U
22.000 U
9.000 U
10.0 U
10.0 u
10.0 U
11.000 U
22.000 U
9.000 U
20.0 U
20.0 U
20.0 U
22.900 U
44.000 U
18.080 U
10.0 U
10.8 U
10.0 U
11.000 U
22.000 U
9.888 U
10.0 U
10.0 U
18.0 U
22.800 U
44.000 U
IS. 000 U
10.8 U
10.8 U
10.8 U
11.000 U
22.008 U
9.088 U
10.0 U
18.0 U
18.0 U
22.000 U
44.800 U
18.800 U
-------
FI LENAIfEl 0R6BLNKS
HESTER* PROCESS IMS
5/84 TO 7/04
ORGANICS DATA
FOR TRANSPORT BLANKS
CONCENTRATIONS IN UB/K6
TRAFFIC
1,1,1-TRl- 1
,1-DICHLORO-
1,1,2,2-TETRA-
TRANS-1,2
METHYLENE
FLUOROTRICHLORO
TETRACHLOSD-
NPLE NO.
REPORT NO.
BENZENE
CHLOROBENZENE
CHLOROETHflie
ETHANE
CKLOROETHANE
CHLOROFORM
DICHLOROETHENE
ETHYLBENZENE
CHLORIDE
CHLORONETHANE
HETHANE
ETHENE
TOLUENE
BLANK
J—3499
2.3 U
2.S U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2900.0
2.5 U
2.5 U
2.5 U
2.5 U
BLANK
J-3500
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
650.0
2.5 U
2.5 U
2.5 U
2.5 U
BLANK
J-4561
5.0 U
5.0 U
5.0 U
5.0 U
10.0 U
5.0 U
5.0 U
5.0 U
B.O H
10.0 U
NT
5.0 U
5.0 U
BLANK
J-4562
5.0 U
5.0 U
5.0 U
5.0 U
10.0 U
5.0 U
5.0 U
5.0 U
7.0 H
10.0 U
NT
5.0 U
5.0 U
BLANK
J-4543
5.0 U
5.0 U
5.0 U
5.0 U
10.0 U
5.0 U
5.0 U
5.0 U
10.0 N
10.0 U
NT
5.0 U
5.0 U
BLANK
J-4544
5.0 U
5.0 U
5.0 U
5.0 U
10.0 U
5.0 U
5.0 U
5.0 U
B.O N
10.0 U
NT
5.0 U
5.0 U
BLANK
J-3225
2.5 U
2.5 U
2.5 N
2.5 U
2.5 U
2.5 U
2.5 U
2.5 U
1500.0
2.5 II
2.5 U
2.5 U
2.5 U
CD
I
NJ
-------
FILENAKE:0R6BLMX5
WESTERN PROCESSING
5/84; TO 7/94
ORSANICS. DATA
FOR TRANSPORT BLANKS
CONCENTRATIONS IN U6/KG
ItPLE NO.
TRAFFIC
REPORT NO.
TR1CHL0R0ETHENE
ACETONE
2-BUTANONE
CARB0NDISULF1DE
2-HEXANONE
4-ISTHYL-
2-PENTANONE
STVRENE
TOTAL XYLENES
ALDRIN
DIELDRIN
4,4"—DDT
4,4"-DDE
ENDRIN
HEPTACHLOR
HEPTACHLOR
EPOXIDE
BLANK
3-U11
2.5 U
50.0 U
100.0 U
5.0 U
50.0 tl
50.0 U
2.5 II
2.5 U
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
BLANK
J-3500
2.5 U
50.0 U
100.0 U
5.0 U
50.0 U
50.0 U
2.5 U
2.5 U
4.000 U
4.000 U
4.000 U
4^000 U
4.000.U
4.000 U
4.000 U
BLANK
J-4541
5.0 0
33.0
5.0 U
1.0 U
5.0 U
5.0 U
5.0 U
5.0 U
14.000 II
14.000 U
28.50 U
14.000 U
14.000 J
14.000 U
14.000 U
BLANK
J-4542
5.0 U
50.0
5.0 U
1.0 U
5.0 U
5.0 N
5.0 U
5.0 U
14.700 I)
14.700 U
29.41 U
14.700 U
14.700 U
14.700 U
14.700 U
BLANK
0-4543
5.0 U
20.0 H
5.0 U
1.0 U
5.0 U
5.0 I)
5.0 U
5.0 U
15.000 II
15.000 U
30.30 U
15.000 U
15.000 U
15.000 U
15.000 U
BLANK
J-4544
5.0 U
40.0 It
5.0 U
1.0 U
5.0 U
5.0 H
5.0 U
5.0 U
14.700 U
14.700 U
29.41 U
14.700 U
14.700 U
14.700 U
14.700 U
BLANK
J-3225
14.0
50.0
100.0 U
5.0 U
50.0 U
50.0 U
2.5 U
2.5 U
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
0
1
LJ
U>
-------
FILENAMEi0R6BLNKS
HESTERN PROCESSING
5/84 TO 7/64
ORGAHICS DATA
FDR .TRANSPORT BLANKS
CONCENTRATIONS IN UB/KG
HPLE NO.
TRAFFIC
REPORT NO.
LINDANE
PCB-1242
PCB-1254
PCB-1248
PCB-1240
2,4-DINETHVL-
PHENOL
4-*ITR0PHEN0L
2,4-D1NITR0—
PHENOL
4,6-DINlTRD-
2-HETHVL PHENOL
PENTA-
CHLOROPHENOl
PHENOL
BENZOIC ACID
2-HETHYl PHENOL
4-NETHYL PHENOL
BLANK
J-3499
4.000
U
4.000
U
4.000
U
4.000
U
4.000
U
400.0 U
4000.0 U
2000.0 U
800.0 U
800.0 U
400.0
U
4000.0 U
400.0 U
400.0 U
BLANK
J-3500
4.000
U
4.000
u
4.000
u
4.000
U
4.000
U
400.0 U
4000.0 U
2000.0 U
800.0 U
000.0 U
400.0
U
4000.0 U
400.0 U
400.0 II
BLANK
J-4541
14.000
U
142.90
u
283.7
u
285.7
U
571.4
U
3230.0 U
14150.0 U
14150.0 U
4440.0 U
3230.0 U
3230.0
U
32300.0 U
1615.0 U
1615.0 U
BLANK
J-4542
14.700
U
147.10
u
294.1
u
294.1
U
5BB.2
U
3330.0 U
14450.0 U
14450.0 U
4440.0 U
3330.0 U
3330.0
U
33300.0 U
1665.0 11
1665.0 U
BLANK
J-4543
15.000
U
151.50
u
303.0
u
303.0
U
406.0
U
3330.0 U
14450.0 U
14450.0 U
4460.0 U
3330.0 U
3330.0
U
33300.0 U
1665.0 U
1665.0 U
BLANK
J-4544
14.700
U
147.00
u
294.1
u
294.1
U
586.0
u
2860.0 U
14300.0 U
14300.0 U
5720.0 U
2860.0 U
2860.0
U
28600.0 U
1430.0 U
1430.0 U
BLANK
J—3225
4.000
U
4.000
u
4.000
u
4.000
u
4.000
u
400.0 U
4000.0 U
2000.0 U
800.0 U
800.0 U
400.0
U
4000.0 U
400.0 U
400.0 U
Q
I
U>
-------
FILENANE:0R6BLNKS
NESTERN PROCESSING
5/84 TO 7/84
0R6ANICS DATA
FOR TRANSPORT BLANKS
CONCENTRATIONS IN US/KB
Bii-
TRAFFIC 2,4,5-TRICHLORO- 1,2-DICHLORO- 3,3-DICHLORO- 2,4-DINlTRO- N-NITROSO- N-NITROSOOI- (2-ETHYLHEIYL) BUTVL BENZYL Dt-N-BUTYL DI-N-OCTYL
SANPLE NO. REPORT ND. PHENOL ACENAPHTNENE BENZIDINE BENZENE BENZIDINE TOLUENE FLUORANTHENE NAPHTHALENE DI(IETHYLAHINE PHENYLANINE PHTHALATE PHTHALATE PHTHALATE PHTHALATE
BLANK J-3499 4000.0 U 400.0 U liOO.O U 400.0 U BOO.O U BOO.O U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U
BLANK J-J500 4000.0 U 400.0 U 1400.0 U 400.0 U BOO.O U BOO.O U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 It
BLANK J-4541 32300.0 U 3230.0 U 12920.0 U 3230.0 U 6440.0 U 4*40.0 U 3230.0 U 3230.0 U 3230.0 U 3230.0 U 3230.0 U 3230.0 U 3230.0 U 3230.0 U
BLANK J-4562 33300.0 U 3330.0 U 13320.0 U 3330.0 U 4440.0 U 6640.0 U 3330.0 U 3330.0 U 3330.0 U 3330.0 U 3330.0 U 3330.0 U 3330.0 U 3330.0 U
BLANK J-4563 33300.0 U 3330.0 U 13320.0 U 3330.0 U 6660.0 U 6660.0 U 3330.0 U 3330.0 U 3330.0 U 3330.0 V 3330.0 U 3330.0 U 3330.0 U 3330.0 U
BLANK J-4564 28600.0 U 2B60.0 U 11440.0 U 2B40.0 U 5720.0 U 5720.0 U 2B40.0 U 2660.0 U 2840.0 U 2B60.0 U 2840.0 U 2060.0 U 2860.0 U 2860.0 U
BLANK J-3225 4000.0 U 400.0 U 1400.0 U 400.0 U BOO.O U BOO.O U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U 400.0 U
0
1
u>
i_n
-------
FlLENAHEiORGBLHKS
HHSTERM PROCESS IHB
3/84 TO 7/84
0R6ANICS DATA
FDR TRANSPORT BLANKS
CONCENTRATIONS IN UG/K6
TRAFFIC DIETHYL BENZOIal- BENZOli)- BENZO(b)- BENZOIkl- BENZOIghil- INDEN0(1,2,J- BENZYL 2-KETHYL-
SAHPLE NO. REPORT NO. PHTHALATE ANTHRACENE PYRENE FLUORANTHENE FLUORANTHENE CHRYSEME PERYLENE ACENAPHTHYLENE FLUORENE PHENANTHRENE cd)-PYRENE PYRENE ALCOHOL DIBCNZOFURAN NAPHTHALENE
BLANK
J-34W
400.0
U
400.0
U
800.0
U
800.0
U
800.0
U
400.0
U
800.0
U
400.0
U
400.0
U
400.0
U
800.0
U
400.0
U
800.0
U
400.0
U
800.0 U
BLANK
J-3500
400.0
U
400.0
u
800.0
U
800.0
U
800.0
U
400.0
U
800.0
U
400,0
U
400.0
U
400.0
U
800.0
U
400.0
U
800.0
U
400.0
U
800.0 U
BLANK
J-4561
3230.0
u
3230.0
u
4440.0
U
6460.0
U
6440.0
U
3230.0
U
6440.0
U
3230.0
U
3230.0
U
3230.0
U
6460.0
U
3230.0
U
6460.0
U
3230.0
U
6460.0 U
BLANK
J-4542
3330.0
u
3330.0
u
4640.0
U
4640,0
U
6460.0
U
6660.0
U
6660.0
U
3330.0
U
3330.0
U
3330.0
U
6660.0
U
3330.0
U
6660.0
U
3330.0
U
6660.0 U
BLANK
J-4563
3330.0
u
3330.0
u
4440.0
u
6640,0
U
6660.0
U
6660.0
U
6660.0
U
3330.0
U
3330.0
U
3330.0
U
6660.0
U
3330.0
U
6660.0
U
3330.0
U
6660.0 U
BLANK
J-4544
2860.0
u
28(0.0
u
3720.0
u
S720.0
U
5720.0
U
5720.0
U
5720.0
U
2860.0
U
2860.0
U
2860.0
U
5720.0
U
2860.0
U
5720.0
U
2860.0
U
5720.0 U
BLANK
1-3225
400.0
u
400.0
H
800.0
M
800.0
H
800.0
N
400.0
N
800.0
U
400.0
U
400.0
u
400.0
U
800.0
U
400.0
U
800.0
u
400.0
U
800.0 U
a
i
U)
CTi
-------
APPENDIX H.
Summary of EPA Manchester
Laboratory Data
-------
FILENAME:NANORG
WESTERN PROCESSING
S/B4 TO 7/S4
REANALYSIS OF SELECTED SOIL SANPLES AT THE EPA RE610N I
LABORATORY IN MANCHESTER, WASHINGTON FOR 0R6ANJC PRIORITY
SOIL POLLUTANTS (NOTE: INOERAHIC ANALYSES HERE NOT PERFDKKED).
ALL CONCENTRATIONS INmg/kgON A DRY NEI6HT BASIS
NOTE: ONLY PRIORITY POLLUTANTS DETECTED HAVE BEEN LISTED
TRAFFIC
1,1,1-TRI- 1,
1-DICHLORO-
1,1,2,2-TETRA-
SOIL SAMPLE NO.
REPORT NO.
BENZENE
CHLOROBENZENE
CHLOROETHAKE
ETHAKE
CHLORDETHANE
NP-HB-01-80H
J-4473
5.200 U
5.200 U
5.200 U
5.200 U
5.200 U
NP-MB-03-10M
J-4489
8.500 U
14.000
110.000
18.000
B.500 U
NP-IB-01-19M
J-47BO
4.400 U
4.400 U
4.400 U
4.400 U
6.400 U
NP-IB-02-39M
J-4792
5.000 U
5.000 U
5.000 U
5.000 U
5.000 U
NP-IB-03-09M
1
3.300 U
3.300 U
3.300 U
3.300 U
3.300 U
NP-IB-03-59M
J-4540
4.000 U
4.000 U
4.000 U
4.000 U
4.000 U
NP-SB-01-14M
I
NO
ND
ND
ND
ND
NP-SB-04-29M
J-349B
7.800 U
7.800 U
7.800 U
7.BOO U
7.800 M
NP-SB-05-34M
J-4742
ND
ND
ND
ND
ND
NP-SB-04-29M
J-4768
ND
ND
ND
ND
ND
NP-SB-08-09M
J-3207
12.000
4.900 U
4.900 U
4.900 U
4.900 U
NP-S6-O9-O0H
J-4770
4.700 U
4.700 U
4.700 U
4.700 U
4.700 U
NP-SB-09-19M
J-4797
4.BOO U
4.800 U
4.BOO U
4.800 U
4.800 U
NP-S6-09-34M
J-4774
4.400 U
4.400 U
4.400 U
4.400 U
4.600 U
NP-SB-11-19BM
J-3216
ND
ND
ND
ND
ND
W-SB-13-OOIt
I
4.300 U
4.300 U
4.300 U
4.300 U
4.300 U
NP-SB-14-04M
J-3239
S.400 U
5.400 U
5.400 U
5.400 U
5.600 U
NP-SB-16-14M
J-3234
ND
ND
ND
ND
ND
NP-SB-I6-19M
J-3235
4.900 U
4.900 U
4.900 U
4.900 U
4.900 U
W-SB-19-34H
J-3297
7.600 U
7.800 U
7.800 U
7.BOO U
7.800 U
» INDICATES THAT SAMPLE HAS NOT PREVIOUSLY SUBMITTED TO THE EPA
CONTRACT LABORATORY PR06RAN PRIOR TO ANAYLSIS AT THE MANCHESTER
LABORATORY. NO TRAFFIC REPORT NUMBER IS AVAILABLE.
UPDATED IO-Dec-84
TRANS-1,2
METHYLENE
FLUOROTRICHLORO
TETRACHLDRO-
OROFORM
DICHLOROETHEKE
ETHYLBENZENE
CHLORIDE
CHLOSOMETHANE
METHANE
ETHENE
TOLUENE
5.200 U
5.200 U
5.200 U
5.200 U
NT
NT
5.200 U
5.200 U
8.500 U
8.500 U
440.000
79.000
NT
NT
550.000
8.500 U
6.600 U
6.600 U
6.400 U
6.600 U
NT
NT
6.600 N
6.600 U
5.000 U
5.000 U
5.000 U
5.000 U
NT
NT
5.000 N
5.000 U
3.300 U
3.300 U
3.300 U
3.300 U
NT
NT
3.300 U
3.300 U
4.000 U
9.300
4.000 U
4.000 U
NT
NT
4.000 U
4.000 U
ND
ND
ND
ND
ND
ND
ND
ND
7.800 U
7.800 U
7.800 U
7.800 U
NT
NT
7.BOO N
7.800 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
6.900 U
6.900 U
6.900 H
231.000-
NT
NT
6.900 H
IB.000
4.700 U
4.700 U
4.700 U
4.700 U
NT
NT
4.700 U
4.700 U
4.800 U
4.800 U
4.800 U
4.800 U
NT
NT
4.BOO N
4.800 U
4.600 U
4.600 U
4.400 U
4.600 U
NT
NT
4.600 H
4.600 U
ND
ND
ND
ND
ND
ND
ND
ND
4.300 U
4.300 U
4.300 U
4.300 U
NT
NT
4.300 U
4.300 U
5.600 U
3.600 U
5.600 U
3.600 U
NT
NT
5.600 U
5.600 U
ND
ND
ND
ND
ND
ND
ND
ND
4.900 U
4.900 U
4.900 U
4.900 U
NT
NT
4.900 U
11.000
7.800 U
7.800 U
7.BD0 U
7.BOO U
NT
NT
7.800 U
7.BOO U
-------
F1LENAHE:HANORG
WESTERN PROCESSING
5/64 TO 7/64
REANALYS1S OF SELECTED SOIL SAMPLES AT THE EPA REGION I
LABORATORY IN MANCHESTER, HASH Oft DR6ANI OfilTY
SOIL POLLUTANTS (NOTE: 1N06RANIC ANALYSES HERE NOT PERFORMED).
ALL CONCENTRATIONS INMG/KGON A DRV HEIGHT BASIS
NOTE: ONLY PRIORITY POLLUTANTS DETECTED HAVE BEEN LISTED
TRAFFIC
SOIL SAMPLE NO. REPORT NO. TR1CHLOROETHENE ACETONE 2-BUTANONE CARBONDISLtLFIDE 2-HEXANONE
NP-N8-01-80H
J-4473
5.200
U
4B.OOO
U
5.200
U
24.000
B9.000 U
NP-H8-03-10N
J-4489
IBOO.OOO
9400.000
64000.000
14.000
B.500 U
NP-IB-01-I9M
J—4780
610.000
85.000
U
28.000
U
12.000
130.000 U
NP-IB-02-39H
J-4792
5.000
M
56.000
U
5.000
U
5.000
N
5.000 U
NP-IB-03-09M
I
3.300
U
21.000
u
3.300
U
3.300
N
3.300 U
NP-IB-03-59M
J-4540
4.000
M
4.000
u
4.000
U
4.000
N
4.000 U
NP-SB-OL-14M
t
KD
NO
ND
ND
1 ND
NP-SB-04-29N
J-3498
7.800
U
33.000
u
34.000
U
7.800
U
110.000 U
NP-SB-05-34H
J-4742
ND
ND
ND
ND
ND
NP-SB-04-29H
J-4768
ND
ND
ND
ND
ND
NP-SB-O8-09H
J-3207
820.000
330.000
200.000
4.900
H
54.000 U
NP-SB-O9-0OH
J-4770
4.700
U
4.700
u
11.000
U
4.700
H
34.000 U
NP-SB-09-I9M
J-4797
4.800
U
4.BOO
u
4. BOO
U
11.000
4.800 U
NP-S8-09-34H
J-4774
7.700
4.400
u
11.000
U
4.400
H
4.400 U
NP-S8-11-19BN
J-3214
ND
ND
ND
ND
ND
NP-SB-13-OOM
I
4.300
U
4.300
u
4.300
u
4.300
U
4.300 U
NP-SB-14-C4H
J-3239
3.400
U
120.000
5.600
u
5.400
U
17.000 U
NP-SB-14-14H
J-3234
ND
ND
ND
ND
ND
NP-SB-16-I9K
J-3235
4.900
0
670.000
4.900
u
4.900
U
4.900 U
NP-SB-19-34H
J-3297
7. BOO
u
94.000
u
20.000
u
7.800
U
28.000 U
ATED 4
l-METHYL-
¦PENTANONE
STYRENE
TOTAL XYLENES
ALDRIN
DIELDRIN
4,4'-DDT
4,4'-DDE
ENDRIN
HEPTACHLOR
HEPTACHLOR
EPOXIDE
5.200 U
5.200 U
5.200 U
NT
NT
NT
NT
NT
NT
NT
8.500 U 7100.000
950.000
NT
NT
NT
NT
NT
NT
NT
6.400 U
4.600 U
6.600 U
NT
NT
NT
NT
NT
NT
NT
5.000 U
5.000 U
5.000 U
NT
NT
NT
NT
NT
NT
NT
3.300 U
3.300 U
3.300 U
NT
NT
NT
NT
NT
NT
NT
4.000 U
4.000 U
4.000 U
NT
NT
NT
NT
NT
NT
NT
ND
ND
ND
NO
ND
ND
ND
ND
NO
ND
30.000 U
7.BOO U
7.800 U
NT
NT
NT
NT
NT
NT
NT
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
NO
ND
ND
ND
37.000 U
4.900 U
6.900 U
NT
NT
NT
NT
NT
NT
NT
4.BOO U
4.700 U
4.700 U
NT
NT
NT
NT
NT
NT
NT
4.800 U
4.800 II
4.800 U
NT
NT
NT
NT
NT
NT
NT
4.600 U
4.404 U
4.600 U
NT
NT
NT
NT
NT
NT
NT
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
4.300 U
4.300 U
4.300 U
NT
NT
NT
NT
NT
NT
NT
14.000 U
5.400 U
5.600 U
NT
NT
NT
NT
NT
NT
NT
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
4.900 U
4.900 U
4.900 U
NT
NT
NT
NT
NT
NT
NT
7.BOO U
7.800 U
7.800 U
NT
NT
NT
NT
NT
NT
NT
-------
FILENAME:NAN0R6
WESTERN PROCESSING
S/84 TO 7/B4
REANALVSIS OF SELECTED SOIL SAMPLES AT THE EPA RE6I0N I
LABORATORY IK MANCHESTER, NASHIN6T0N FOR ORGANIC PRIORITY
SOIL POLLUTANTS (NOTE: IN06RANIC ANALYSES HERE NOT PERFORMED).
ALL CONCENTRATIONS IHmg/kgDN A DRY HEISHT BASIS
NOTE: ONLY PRIORITY POLLUTANTS DETECTED HAVE BEEN LISTED
SOIL SAMPLE NO.
TRAFFIC
REPORT NO.
LINDANE
PCB-1242
PCB-12S4
PCB-124B
PCB-1240
2,4-DIMETHYL-
PHENOL
NP-M8-01-80N
J-4473
NT
NT
NT
NT
NT
10.0 u
NP-MB-03-10M
J-4489
NT
NT
NT
NT
NT
10.0 u
NP-IB-01-19M
J-4780
NT
NT
NT
NT
NT
10.0 u
NP-IB-02-39M
J—4792
NT
NT
NT
NT
NT
10.0 u
NP-IB-03-09M
1
NT
NT
NT
NT
NT
10.0 u
NP-IB-03-59N
J-4540
NT
NT
NT
NT
NT
10.0 u
NP-SB-01-14H
t
ND
ND
ND
ND
ND
ND
NP-SB-04-29M
J-349B
NT
NT
NT
NT
NT
10.0 u
NP-SB-05-34N
J-4742
ND
ND
ND
ND
ND
ND
NP-SB-04-29H
J-4748
ND
ND
ND
ND
ND
ND
NP-SB-08-09M
J-3207
NT
NT
NT
NT
NT
3400.0
NP-SB-O9-0OM
J-4770
NT
NT
NT
NT
NT
10.0 U
NP-SB-09-19M
J-4797
NT
NT
NT
NT
NT
10.0 U
NP-SB-C9-34M
J-4774
NT
NT
NT
NT
NT
10.0 U
i
NP-SB-11-19BN
J-3214
ND
ND
NO
ND
ND
ND
NP-SB-13-OOM
I
NT
NT
NT
NT
NT
10.0 U
NP-SB-14-04M
J-3239
NT
NT
NT
NT
NT
10.0 U
NP-SB-14-14M
J-3234
ND
ND
ND
ND
ND
ND
HP-SB-1&-19M
J-3235
NT
NT
NT
NT
NT
10.0 U
NP-SB-I9-34M
J-3297
NT
NT
NT
NT
NT
10.0 U
UPDATED I0-Dec-84
2,4-DINITRO- 4,4-DINlTRQ- PENTA-
-NITROPHENOL PHENOL 2-METHYL PHENOL CHLOROPHENOL PHENOL BENZOIC ACID 2—METHYL PHENOL 4-HETHYL PHENOL
10.0 U
10.0 u
NT
20.0
U
120.0
20.0 U
10.0 U
10.0 U
10.0 U
10.0 u
NT
20.0
U
4400.0
eioo.o
10.0 U
10.0 U
10.0 U
10.0 u
NT
20.0
U
980.0
20.0 U
10.0 U
10.0 u
10.0 u
10.0 u
NT
20.0
U
10.0 U
20.0 U
10.0 U
10.0 u
10.0 U
10.0 u
NT
20.0
U
10.0 U
20.0 U
10.0 U
10.0 u
10.0 u
10.0 u
NT
20.0
U
10.0 U
20.0 U
10.0 u
10.0 u
ND
ND
ND
ND
ND
ND
ND
ND
10.0 U
10.0 u
NT
20.0
U
10.0 U
20.0 U
10.0 U
10.0 U
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
ND
10.0 tl
10.0 U
NT
20.0
U
12000.0
20.0 U
40000.0
8400.0
10.0 U
10.0 U
NT
20.0
U
BS.O
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
NT
20.0
U
10.0 U
20.0 U
10.0 II
10.0 U
10.0 U
10.0 U
NT
20.0
u
10.0 U
20.0 U
10.0 U
10.0 U
ND
ND
ND
ND
ND
ND
ND
ND
10.0 U
10.0 U
NT
20.0
11
10.0 U
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
NT
20.0
u
170.0
20.0 II
50.0
34.0
ND
ND
ND
ND
ND
ND
NO
ND
10.0 U
10.0 U
NT
20.0
u
10.0 U
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
NT
20.0
u
10.0 U
20.0 U
10.0 U
10.0 U
-------
FILENANE:NAN0R6
WESTERN PROCESSING
5/04 TD 7/84
REANALVSIS OF SELECTED SOU SAMPLES AT THE ERA REGION I
LABORATORY IN MANCHESTER, WASHINGTON FOR ORGANIC PRIORITY
SOIL POLLUTANTS (NOTE: 1N06RANIC ANALYSES HERE NOT PERFORMED).
ALL CONCENTRATIONS INmg/kgON A ORY HEIGHT BASIS
NOTE: ONLY PRIORITY POLLUTANTS DETECTED HAVE BEEN LISTED
SOIL SAMPLE NO.
TRAFFIC
REPORT NO.
2,4,5-TRICHLORO-
PHENOL
ACENAPHTHENE
BENZIDINE
1,2-DICHLORO- 1,
BENZENE
,4-DICHLORO
BENZENE
3,3-DICHLORO-
BEN2IDINE
MP-MB—OI-BOfl
J-4673
10.0 0
10.0 U
500.0 U
10.0 U
10.0 U
10.0 U
NP-MB-03-10II
J-4689
10.0 U
10.0 U
500.0 U
1800.0
330.0
10.0 U
HP-IB—0I-19H
J-4780
10.0 U
10.0 U
500.0 U
10.0 U
10.0 U
10.0 U
HP-IB-02-39H
J-4792
10.0 U
10.0 U
500.0 U
10.0 U
10.0 U
10.0 U
NP-IB-03-09H
•
10.0 U
10.0 U
500.0 U
10.0 U
10.0 U
10.0 U
HP-IB-03-59M
J-45&0
10.0 U
10.0 U
500.0 U
10.0 U
10.0 U
10.0 U
NP-SB-0I-I4H
i
ND
ND
ND
ND
10.0 U
ND
HP-SB-04-29N
J-3498
10.0 U
10.0 U
500.0 U
10.0 U
10.0 U
10.0 U
HP-SB-05-34H
J-4742
ND
NO
ND
ND
10.0 U
ND
HP-SB-0&-29H
J-47A8
ND
ND
ND
ND
10.0 u
ND
KP-S6-0B-O9H
J—3207
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
HP-SB-09-00N
J-4770
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
NP-SB-09-I9N
J-4797
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
NP-SB-09-34N
J—4774
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
HP-SB-II-I9BH
J-3216
ND
ND
ND
ND
10.0 u
ND
HP-S8-13-OOH
>
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
HP-SB-14-04N
J-3239
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
HP-SB-14-14H
J-3234
ND
NO
ND
ND
10.0 u
ND
NP-S8-I4-19H
J-3235
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
HP-SB-19-34N
J-3297
10.0 U
10.0 U
500.0 U
10.0 U
10.0 u
10.0 U
ITED I
,4-DINITRO-
TOLUENE FLUORANTHENE ISOPHORONE
Bis-
(2-ETHYLHEHVLI BUTYL BENZYL
PHTHALATE PHTHALATE
10.0 U
10.0 U
10.0 U
10.0 u
NT
30.0 U
80.0 U
10.0 1)
10.0 U
3900.0
10.0 U
2200.0
NT
30.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
NT
30.0 U
10.0 U
10.0 U
10.0 II
10.0 U
10.0 U
10.0 u
NT
30.0 U
10.0 U
10.0 U
10.0 u
10.0 U
10.0 U
10.0 u
NT
30.0 U
10.0 U
10.0 U
10.0 u
21.0
10.0 u
10.0 u
NT
30.0 U
400.0
10.0 U
ND
ND
10.0 u
ND
ND
ND
ND
ND
10.0 u
10.0 U
10.0 u
10.0 u
NT
30.0 U
10.0 U
10.0 U
ND
ND
10.0 u
ND
ND
ND
ND
NO
ND
ND
10.0 u
ND
ND
NO
ND
ND
10.0 U
10.0 U
10.0 u
10.0 u
NT
30.0 U
210.0
10.0 U
10.0 U
B1.0
30.0
39.0
NT
30.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 U
NT
30.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 u
NT
30.0 U
110.0 U
10.0 U
ND
ND
10.0 u
ND
ND
ND
ND
ND
10.0 U
210.0
10.0 II
10.0 U
NT
30.0 U
450.0
10.0 U
10.0 U
19.0
10.0 u
15.0
NT
30.0 U
36.0
10.0 U
ND
ND
10.0 u
ND
ND
ND
ND
ND
10.0 U
10.0 U
10.0 u
10.0 U
NT
30.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 u
NT
30.0 U
10.0 U
10.0 U
-------
FILENAIffiNANORB
WESTERN PROCESSING
5/84 TO 7/64
REANALYS1S OF SELECTED SOIL SAMPLES AT THE EPA RE610N 1
LABORATORY IN MANCHESTER, WASHINGTON FOR ORBANIC PRIORITY
SOIL POLLUTANTS (NOTE: IN06RANIC ANALYSES HERE NOT PERFORMED!.
ALL CONCENTRATIONS INmg/kgO* A DRY KI6HT BASIS
NOTE: ONLY PRIORITY POLLUTANTS DETECTED HAVE BEEN LISTED
TRAFFIC
DI-N-BUTYL
DI-N-OCTYL
DIETHYL
BENZOUI-
BENZOUl-
BENZD(b)-
BENZOIk)-
SOIL SAMPLE NO.
REPORT NO.
PHTHALATE
PHTHALATE
PHTHALATE
ANTHRACENE
PYRENE
FLUORANTKENE FLUORANTHENE 1
NP-HB-01-80II
J-4473
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 Ut
10.0 Ut
NP-HB-03-IOH
J-44,89
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 Ut
10.0 Ut
NP-IB-01-19N
J—4700
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U»
10.0 Ut
NP-IB-02-39N
J-4792
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 Ut
10.0 Ut
IP-IB-03-09N
«
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U<
10.0 Ut
NP-IB-03-59N
J-4560
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 Ut
10.0 Ut
KP-SB-01-14H
I
ND
ND
ND
ND
ND
ND
ND
KP-SB-04-29H
J-349B
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 Ut
10.0 Ut
NP-SB-05-34N
J-4742
ND
ND
KD
ND
ND
ND
ND
NP-SB-04-29H
J-4748
ND
NO
ND
ND
ND
ND
ND
K»-Sfl-OB-O9ll
J—3207
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
280.0 t
280.0 t
NR-SB-09-OOH
J—4770
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
90.0 t
90.0 t
W-SB-09-19H
J—4797
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 Ut
10.0 Ut
NP-SB-W-34H
J—4774
20.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 Ut
10.0 Ut
HP-SB-11-19BH
J-3216
ND
ND
ND
ND
ND
ND
ND
NP-SB-I3-00H
t
20.0 U
10.0 U
10.0 11
100.0
130.0
210.0 t
210.0 t
NP-SB-14-04II
J-3239
20.0 U
10.0 U
10.0 U
22.0
10.0 U
44.0 t
44.0 t
IP-SB-14-14H
J—3234
ND
ND
ND
ND
ND
ND
ND
NP-SB-14-19II
J-3235
20.0 U
10.0 U
10.0 II
10.0 U
10.0 U
10.0 Ut
10.0 lit
WP-SB-19-34H
J-3297
20.0 U
10.0 U
10.0 11
10.0 U
10.0 U
10.0 Ut
10.0 Ut
UPDATED 10-Dec-B*
BENZOIghi)-
PERYLENE ACENAPHTHYLENE FLUORENE
D1BEN20IA,H) INDEMOf1,2,3-
PHENANTHRENE ANTHRACENE cdl-PYRENE PYRENE
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 U
10.0 u
10.0 U
520.0
10.0 U
10.0 U
10.0 u
2400.0
10.0 u
10.0 u
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 11
10.0 u
10.0 U
10.0 U
10.0 U
10.0 u
10.0 U
10.0 u
10.0 U
10.0 u
10.0 U
10.0 U
10.0 U
10.0 u
10.0 u
10.0 u
10.0 U
10.0 u
10.0 U
10.0 U
10.0 u
10.0 u
10.0 U
39.0
10.0 U
10.0 u
21.0
ND
ND
ND
w>
ND
10.0 U
ND
ND
10.0 U
10.0 U
10.0 U
10.0 u
10.0 u
10.0 u
10.0 u
10.0 U
ND
ND
ND
ND
ND
10.0 u
ND
ND
ND
ND
ND
ND
ND
10.0 u
ND
ND
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 II
10.0 u
10.0 U
74.0
10.0 U
10.0 U
10.0 u
130.0
10.0 u
10.0 u
74.0
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 u
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 U
10.0 u
10.0 u
10.0 U
ND
ND
ND
IS
ND
10.0 u
ND
ND
120.0
10.0 U
10.0 U
10.0 u
120.0
10.0 u
10.0 U
2BO.O
22.0
10.0 U
10.0 U
10.0 U
34.0
38.0
3B.0
15.0
ND
ND
ND
NO
ND
10.0 u
ND
ND
10.0 U
10.0 U
10.0 U
10.0 u
10.0 U
10.0 u
10.0 U
10.0 U
10.0 U
10.0 U
10.0 U
10.0 u
10.0 u
10.0 u
10.0 U
10.0 U
-------
FILEHAHE:HANDflG
WESTERN PROCESSING
5/B4 TO 7/84
REANALYSIS OF SELECTED SOIL SAMPLES AT THE EPA REGION X
LABORATORY IN MANCHESTER, WASHINGTON FOR ORGANIC PRIORITY
SOIL POLLUTANTS (NOTE: IN06RANIC ANALYSES MERE NOT PERFORMED).
ALL CONCENTRATIONS INmg/kgON A DRY WEIGHT BASIS
NOTE: ONLY PRIORITY POLLUTANTS DETECTED HAVE BEEN LISTED
TRAFFIC
BENZYL
2-NETHYL-
SOIL SAMPLE NO.
REPORT NO.
PYRENE
ALCOHOL
DIBENZOFURAN
NAPHTHALENE
W-HB-Ol-BON
J-4fc73
10.0
U
10.0 U
10.0 U
10.0 U
WP-MB-03-10M
J-46B9
10.0
U
10.0 U
10.0 U
10.0 U
NP-IB-01-19N
J-47BO
10.0
U
10.0 U
10.0 U
10.0 U
WP-IB-02-39H
3-4792
10.0
U
10.0 U
10.0 U
10.0 U
WP-IB-03-09H
<
10.0
U
10.0 U
10.0 U
10.0 U
W-IB-03-59H
J-4560
21.0
10.0 U
10.0 U
10.0 U
NP-SB-0I-14M
t
HD
ND
ND
NO
NP-SB-M-29N
J-349B
10.0
U
10.0 U
10.0 U
10.0 U
NP-SB-05-34M
J-4762
ND
ND
ND
ND
NP-SB-0A-29N
J-474B
ND
ND
ND
ND
W-SB-08-O9H
J-3207
10.0
U
10.0 U
10.0 U
10.0 U
WP-SB-W-OOH
J-4770
74.0
10.0 U
10.0 U
19.0
NP-SB-M-IW
J-4797
10.0
U
10.0 U
10.0 U
10.0 U
KP-SB-09-34N
J-4774
10.0
U
10.0 U
10.0 U
10.0 U
NP-SB-I1-I9BN
J—3216
ND
ND
ND
ND
W-SB-13-OON
t
280.0
10.0 U
10.0 U
10.0 U
WP-SB-14-04H
J-3239
15.0
10.0 U
10.0 U
10.0 M
NP-SB-14-14N
J-3234
HD
ND
ND
ND
NP-SB-I4-I9N
J-3 235
10.0
U
10.0 U
10.0 11
10.0 U
NP-SB-19-34H
J-3297
10.0
U
10.0 U
10.0 U
10.0 U
TED
-------
APPENDIX I.
Summary of Tentatively Identified
Compounds Analyzed by CLP
-------
FIUENKiTICOMD
WESTERN PROCESSING
TENTATIVELY IDENTIFIED CWGJOS
(SEE NOTE BELOW)
SOIL TRAFFIC ESTIMATED
SAMPLE REPORT CONCENTRATED.
NO. NO. COPWUW) NAME CAS • (UB/K6)
pB-ei-«5
J-4661
MmC,2-tCTHYL
871-63-0
2900 J
m-0i-«s
J-4661
1-0ECAN0L,2,2-OINETHVL-
2370-15-2
5800 J
MB-ei-es
J-4661
TETRADECANE
629-59-4
4500 J
NB-01-05
J-4661
EEOANE
124-18-5
4600 J
©-01-05
J-4661
OXflfCYCLOTETRflDECWC-eiL-DIONE, 13HCTHVL-
74685-36-2
32000 J
ie-ei-«s
J-4661
BIiniU)(3,l.l)>eTfl«,2,6,6-TRI(€m->(^^fiOPENYl)-
50746-55-9
5500 J
is-ei-es
J-4661
DECflNE, 3-BRQMO-
30571-71-2
6900 J
W-01-05
J-4661
tEXADECANOIC ACID
57-10-3
3300 J
MB-01-05
J-4661
NQNflNE,2-METHYL
871-83-0
2100 J
re-ei-fls
J-4661
DECME,2,9-DIHETHyL
1002-17-1
5100 J
n-ei-«
J-4661
DECANE,2-NETHYL-
6975-98-0
3600 J
MW1-05
J-4661
DECWCI2.9-i)I«THYL
1002-17-1
5500 J
(©-01-05
J-4661
BENZALDEHYDE,4-HYDRDXY-3 HETHOXY-
121-33-5
6400 J
KB-01-05
J-4661
1-PENTANOL,4-METHYL-e-PROPYL-
54004-41-0
6100 J
n-0i-«s
J-4661
DECfllC
124-18-5
3700 J
' »®-ei-05
J-4661
DECME,219-DICTHVL
1002-17-1
6200 J
MB-fll-85
J-4661
1-PENTANOL, 4-NETHYL-2-PRDPYL-
54004-41-0
7800 J
HB-01-05
J-4661
0CTANE,2,4,6-TRIMETHYL-
62016-37-9
4600 J
ffi-01-05
J-4661
BENZEIC, 1,4-DIItTHYL
106-42-3
36 J
n-ei-ie
J-4662
OECANE
124-18-5
1800 J
MB-ei-10
J-4662
PENTALENE, KTAHYDRO-1-(2-OCTYLDECYL)-
55401-65-5
570 J
KB-ei-i0
J-4662
ICXADECANE
544-76-3
680 J
KB-01-10
J-4662
1-PRQPANOL, 2-(2-HYDR0XPRflP0XY) -
106-62-7
3300 J
n-01-10
J-4662
HEPTANE, 5-ETHYL, 2-NETHYL
13475-78-0
940 J
MB-01-10
J-4662
N0NWE,2HCTHYL-
671-63-0
380. J
in-ei-ie
J-4662
4-HEPTAN0L,3,4-DIHETHYL-
5406-10-0
380 J
110-01-10
J-4662
4-ieAM)IC ftCID, 3-WETHYL-2,6, -DIOXD
56771-77-8
470 J
UB-01-10
J-4662
WNADECANDL
52783-43-4
410 J
MB-01-10
J-4662
1-PENTANOL,4-NETHYL-2-PR0PYL-
54004-41-0
660 J
jn-41-ie
J-4662
3-PENTAW3L, 3-ETHYL-
597-49-9
910 J
KB-01-10
J-4662
2-UNDECENOIC ACID, 2HCTHYL-3-0CTYL-METHYL ESTER
55133-84-1
108 J
iffi-ei-10
J-4662
OXIRflNE,2-BUTYL-3NETHYL-, CIS-
56852-43-8
3322 J
MB-ei-ie
J-4662
CYCLDHEHANOL,3,3,5-TRIMETHYL
116-02-9
1208 J
im-01-10
J-4662
2,3-B0RNANEDI0L, ENDO-2,EXO-3-
13837-85-3
8B8 J
WB-01-10
J-4662
PENTALEfC, OCTfWYDRO-1-(2-KTYLDECYL) -
55401-65-5
1202 J
ie-01-10
J-4662
KMMC,2-METHYL-
871-83-0
£2 J
ffi-01-10
J-4662
2-OXAZOLIDINONE,3-(2-HYDROXYPROPYL)-5-KETHYL-
3375-84-6
1B0 J
n-01-10
J-4662
ETHANEDIOIC ACID, BIS(1-tETHYLPROPYL)ESTER
13784-89-9
3&Z :
n-01-10
J-4662
1-HEPTANOL, 2-PROPYL
10042-59-B
680 J
1-1
-------
FILENfMEsTICOPPND
WESTERN PROCESSING
{TENTATIVELY IDENTIFIED COKUMDS
(SEE NOTE BELOU)
SOIL
TRAFIC
ESTIMATED
9AWLE
REPORT
CONCENTRATED- •
NO.
NO.
COffUM) Nflffi
CAS f:
(UG/KB1
ffi-01-15
J-4663
1-N0NENE, 4,6,8-TRIfETHYL-
54410-96-S
1680 J
W-01-15
J-4663
CYHOCTAINE, 1,4-DIHETHYL, OLS-
13151-99-0
560 J
10-01-15
J-4663
PROPfllC,2-HETHYL—1-NITRD
625-74-1
1280 J
ffi-01-15
J-4663
DECNE, 3,8-DINETHYL-
17312-55-9
1800 J
n-ei-is
J-4663
NONADECANffl.
52763-43-4
888 J
NM1-15
J-4663
1-PENTANOL, 4-KTHYL-2-PR0PYL-
54004-41-0
1700 J
I ie-ei-15
J-4663
2-PROPflNOL, 1- (1,3-DI1ETHYLRJTDXY) -
54340-89-5
840 J
ie-ei-i5
J-4663
HEXADECAtt
544-76-3 i
5400 J
(©-01-20
J-4664
1-PENTWa, 4-IETWYL-2-PR0PYL-
54004-41-0
38002 J
i ie-€i-20
J-4664
CYCLODODECflNE
294-62-2 !
4000 J
' (S-01-28
J-4664
BSC ALDEHYDE, 4-HYDR0XY-3-KETHMY-
121-33-5 1
S90 J
m-ei-28
J-4664
1,6,10-DODECATRIEN-3,01,3,7,11-TRItCTHYL-
7212-44-4
1500 J
KB-fll-20
J-4664
i,2-BENZENEDICARBOXYLIC ACID, 3-NITRO
683-11-2 |
2680 J
16-01-20
J-4664
1-NONENE, 4,6, B-TRIHETHYL-
54410-9B-9
2100 j
IM1-28
J-4664
ffiXADECANE
544-76-3
13000 J
w-ei-38
J-4666
CYCLDEXflNE, (2-<(2-ETHYLHEXYL)0XY) ETHYL)-
1
55133-98-7
2902 J
KB-01-38
J-4666
OCTflft,3-CHLQRO-
1117-79-9
680 J
ie-ei-38
J-4666
CYC10PENTANE, HETHYL-3-(2-METHYLPR0PYL) -
29053-04-1
910 J
re-ei-30
J-4666
l-«NTAN0L-4-*THYL-2-PR0PYL-
54004-41-0
I
1380 J
n-ei-30
J-4666
VENZALDEHYDE, 4-HYDR0XY-3-KTH0XY-
121-33-5
470 J
ffi-01-30
J-4666
HO0E, 4,6, 8-TRIHETHYL-
54410-98-9
nn J
n-ei-30
J-4666
JEXADECANOIC ADIC
57-10-3
900 J
n-ei-38
J-4666 <;
DEEflNE, 2,9-DIWTTHYL-
1002-17-11
2500 J
#-81-38
J-4666
lrPSDPENE,3-©-01-35
J-4667
fEXADECANE
544-76-3
8000 J
MB-01-35
J-4667
BENZALDEHYDE,4-HYDR0XY-3-METHDXY-
121-33-5 1
1600 J
ffl-81-788
J-4672
OCTANE, 3,5-DIMETHYL-
15869-93-9
1380 J
twi-788
J—4672
10-OCTADECENOIC ACID, METNYLESTER
13481-95-3
6900 J
1-2
-------
FILfNAKjTICONPND
IOTERN PROCESSING
TEHTBTIVELY IDENTIFIED COOTUNDS
(SEE NOTE BELOW)
SOIL
TRAFFIC
ESTIMATED
SAMPLE
REPORT
CONCENTRATED
NO.
NO.
COWOUND NAME
CAS #
(U6/KG)
W-01-70B
J-4672
DECANOIC ACID,8-IE7HYL-NETHYLESTER
5129-64-6
970 J
i»-01-78B
J-4672
NONANOIC ACID, 7-IETHYl-fETHYLESTER
5129-63-5
880 J
n-ei-60
J-4673
2-flffiANDL,TETRAHYDR0
5371-52-8
780 J
tt-ei-80
J-4673
MNANE, 5- (2-METHYLPROPYL)-
62185-53-4
310 J
n-ei-se
J-4673
1-DODECANE
765-03-7
450 J
n-«i-60
J-4673
SULFUR, ML
10544-50-0
1800 J
KB-01-90
J-4674
PENTAD 2,2,3,4-TETRAMETHYL
1186-53-4
17 J
NW2-85
J-4677
ETHANOL, 2-(2*TH0XYETH0XY) -
111-77-3
510 J
N8-02-«5
J-4677
ETHANQL,2,2-(1,2-ETHANEDIYLBIS(OXY)BIS-
112-27-6
9900 J
n-K-es
J-4677
ETHANOL, 2,2-tI, 2-ETHANEDIYLBIS (0XY> )BIS-
112-27-6
1600 J
ffi-02-05
J-4677
ETHANOL,1-(2-BUT0XYETH0XY)-
54446-78-5
2100 J
n-K-es
J-4677
1 PROPAML, 2- (2-HYDRQXYPR0P0XY) -
106-62-7
5800 J
n-e-ie
J-4678
SULFUR, KL (56)
10544-50-0
460 J
IB-tt-15
J-4679
ETHANOL, 2- (2-*THOXYETHOXY) -
111-77-3
560 J
KM2-15
J-4679
2-PR0PAN0L, 1,1-OXYBIS-
110-96-5
698 J
NB-02-15
J-4679
2-0XAZ0LIDIN0NE,3-(2-HYDR0XYPR0PYL) -5-METHYL-
3375-84-6
1400 J
n-tt-15
J-4679
SULFUR, NOL (SB)
10544-50-0
780 J
W-82-25
J-466I
PERYLEt
198-55-0
440 J
ro-ee-25
J-4681
1-EICOSANOL
629-96-9
730 J
( HZLdT^aO
1
J-4667
DEDAdE
124-18-5
1100 J
| (©-03-000
J-4667
BENZENE,1-ETHYL-2-METHYL-
611-14-3
80S J
1
] fVwvM
J-4667
ETHAN0L,2-ETH0XY-,ACETATE
111-15-9
580 J
|HM3-€00
J-4687
OCTADECANE
593-45-3
740 J
i |CLAT^||a
1 fwvw^n
J-46B7
BENZEfC,1,3-DINETHYL-
108-38-3
3200 J
1M3-000
J-4687
PEKTACOSME
629-99-2
790 J
' KTwTW
J-4687
UOECANE
1120-21-4
630 J
HZUjrjMa
RrwT0v
J-4687
EICOSANE
112-95-8
870 J
ww WW
J-4687
BENZENE, ETHYL-
100-41-4
790 J
«W3-«5
J-4688
BICYCLO-2,2,1-HEPTANE, 2,2-DINETHYL-3
-------
FILDWCiTICOWW)
ICSTERN PROCESSING
TEMTflTIVELY IDENTIFIED CONOIDS
(SEE NOTE BELOW)
SOIL TRAFFIC ESTIMATED
9WLE REPORT CONCENTRATED
NO. NO. COraJM) NAME CAS * (UG/KS)
<0-03-005 J-4688
|ffi-l3-N6 J-4688
HB-03-005 J-4688
16-03-005 J-4688
pb-03-005 j-4688
n-03-0ie
W-03-010
m-03-010
n-03-0i0
KB-03-01M
ie-03-«im
KB-03-010M
W-03-01W
®-03-010N
H&-03-01W
KB-03-01W
HB-03-010W
IM3-010N
KB-03-01W
NM3-«10N
NB-03-010M
MB-03-010M
A-03-01W
M9-03-010M
HB-03-410M
»-03-010K
P0-03-01W
IB-03-010M
W-03-01W
H&-03-0I0H
W-03-010H
W-03-010N
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
J-4689
lEPTADECME, 2,6,10,15-TETRAHETHYL-
(OATRIACONTANE
TETRKONTftE, 3,5,24-TRIHETHYL
PENTATRIACQNTANE
TETRADECANE,4-ETHYL-
P0ITALBC,OCTAHYDRD-2-«THYL-
HEXATRIACONTANE
KTADECANE
OCTAft,2,5-DIHETHYL-
2-PROPANOL
1-ETHYL-3"*THYLBENZENE
1.1.2-TRIOUmO-l, 2,2-TRIFLUOROETHAtC
ETHYLCYCLOPENTAte
2.3.3-TRIICTHYLHEX WC
l,l,2,2-TENWCHJ)RO-l,2-F2 ETHAfE
BEH2 ALDEHYDE
ETHYLCYCUKXAHE
NAPHTHALETE,DECAHYDR0-2-HETHYL
TffiNS-1,2-DIICTHYLCYCLOHEXANE
1,2,3-TRINETHYLBENZENE
TRANS-1-ETHYL-4HCTHYLCYCL0H:XANE
BENZENE, HCTHYL-4-PRQPYL-
2,2,3-TRIIETHYLCYtLDBUTANONE
BENZENE, HtTHYL, 4-(1-KTHYLETHYL)-
14CXENE
BENZBC, 1,2,3,4-THRAMETHYL
NAPHTHALENE,1-ETHYL
NAPHTHALENE, HETHYL
2-OXAZOLIDINONE, 3-(2-HYDR0XYPR0PYL)-5-NETHYL
CYCLOHEXANE,(EXYL-
NAPHTHALENE,2,3-D1METHYL
PHOSPHORIC ACID,2-ETHYL-BENZYL DIPHENYL ESTER
BENZEK^-BUTENYL
A-03-025A J—4692 tEXADECANOIC ACID
0-03-025B J-4693 HEXAOECANOIC ACID
ffl-03-070 J-4698 ETHANE, 1,1,2,2-TETRACHL0R0-
19-03-090 J—4700 ETHANE, 1,1,2,2-TETRACHL0R0-
54833-48-6
630-06-fl
55162-61-3
630-07-9
55045-14-2
3868-64-2
638-06-8
593-45-3
15869-89-3
67-63-0
611-14-3
76-13-1
1648-89-7
16747-28-7
76-12-0
100-52-7
1678-91-7
2958-76-1
6876-23-9
526-73-8
6236-88-0
1074-55-1
1449-49-6
99-87-6
592-41-6
488-23-3
1127-76-0
90-12-0
3375-84-6
4292-75-5
581-40-8
1241-94-7
1560-06-1
57-10-3
57-10-3
79-34-5
79-34-5
820 J
390 J
1600 J
2500 J
760 J
50000 J
5500 J
6500 J
11000 J
5200 J
22000 J
1908 J
560 J
580 J
180 J
2500 J
1400 J
5100 J
320 J
12000
2000
6900
560
J
J
J
J
206® J
4300 J
1708 J
2900 J
6900 J
5080 J
8100 J
8600 J
4800 J
3700 J
650 J
1400 J
820 J
850 J
1-4
-------
FILENRMEsTICOHPND
IESTERN PROCESSING
.TENTATIVELY IDENTIFIED CONPOMIS
(SEE NOTE BELOU)
SOIL TRAFFIC ESTIMATED
semi REPORT CQfCENTRATED
NO. NO. CONPOUND NAfE CAS t (IS/KB)
(©-03-090 J-4700 DECANE, 5-ETHVL-5-IETHYL- 17312-74-2 1600 J
| (©-03-090 J-4700 IEXADECAWL 29354-98-1 5500 J
IHB-03-090 J-4708 DECAtt, l-CHORO- 1002-69-3 420 J
jffi-03-090 J-4700 JENEICOSAtC,1-CYCLOPEHTYL- 6703-62-8 1400 J
10-03-090 J-4700 l-iOADECENE 629-73-2 4400 J
ifB-«3-«9e J-4700 1-HEPTflDECANOL 1454-65-9 4400 J
®r03-100 J—4751 ETHANE, 1,1,2,2-TETRACHLORQ- 79-34-5 710 J
(8-03-100 J-4751 1,3,5-CVCLDHEPTATRIElE 544-25-2 470 J
IB-01-00 J-4776 UKNOUN 511 J
IB-01-00 J-4776 UNKNOWN 275 J
IB-01-00 J-4776 UNKNOWN 126031 J
IB-81-09 J-4778 UKNOUN , 435 J
IB—01—14 J-4779 UKNOUN 3453 J
IB-01-19 J-4780 UKNOUN 19S2 J
IB-ei-19 J-4760 UKNOUN 45924 J
IB-01-19 J-4760 UHOM 1313 J
IB-01-19 J-4780 UKNOUN 716 J
IB-01-19 J-47M UNKNOWN 2054 J
IB-01-19 J-4780 UKNOUN 573 J
IIB-01-19H J-4780 1,2-DICHLDSDET>0E (2) 156-59-2 7.2 J
IB-01-19K J-4780 BENZOIE)PYRE)C 192-97-2 480 J
IIB-01-19N J-4780 2-OXAZOLlDINQNE,3-(2-HYDROXYPROPYL)-5-ftTHYL 3375-84-6 280 J
iIB-ei-ISM J-4788 TETRA HYDRQFURAN 109-99-9 260 J
IB-01-59 J-4785 UWNOUN 5919 J
IB-02-00 J-4786 UNKNONN 38 J
IB-82-14 J-4789 2-OXAZOLIDHOE, 3-(2-HYDR0XYPR0PYL)-5-«ETHYL- 3375-84-6 42243 J
IB-02-14 J-4789 UKNOUN 49 J
IB-«-19 J-4790 UKNOUN 2462 J
IB-02-19 J-4790 UKNOUN 103385 J
1-5
-------
FIUENK:TICMPND
WESTERN PfiOCESSINB
TENTATIVELY IDENTIFIED CONOIDS
(SEE NOTE BELOW)
SOIL TRAFFIC
SHOE REPORT
NO. • NO.
COMPOUM) NMC
ESTIMATED
CONCENTRATED
CAS • (U6/K6)
IM2-24
18-02-24
IB-02-24
IB-02-29
IB-K-29
IB-68-34
IB-02-34
;IM2-34
J-3202 UNOOM
J-3282 UNOOM
J-3202 UNOOM
J—4791 UNKNOWN
J-4791 UNOOM
J-3283 UNOOM
J-3203 UNOOM
J-3203 UNOOM
IB-ee-39 J-4792 UNOOM
IB-02-3* J-4792 lt2-DIDlDR0EnBE(2)
IB-K-3SM J-4792 BENZO PYRENE
IW2-44 J-3284 UNOOM
IB-02-44 J-3204 UNOOM
iIB-0g-54fl J-4794 UNOOM
flW2-54B J-4795 UNOOM
IB-02-39 J-3205 UNOOM
IB-02-59 J-3205 UMOOM
156-59-2
192-97-2
727 J
1115 J
317 J
735 J
56 J
2046 J
36 J
384 J
70 J
2.2 J
210 J
75407 J
2021 J
24096 J
11765 J
33a j
78 J
IB-03-00 J-4550 1,4-DIQXflNE
1B-03-04 J-4551 1,4-DIOXttE
IB-03-09N NA BENZO(E)PYRENE
IB-03-49 J-455B 1,4-DIOXMC
1B-03-59N J-4560 l,2-DICHL0R0ETffiE(2)
123-91-1
123-91-1
192-97-2
123-91-1
156-59-2
350 J
21 J
38 J
35 J
120 J
SB-01-00 J-3279 PtCNOL,4H1,1,2,2-TETRAHETHYLBUTYD-
S8-01-04 J-3280 1,2-EENZEfEDICARBOXYLICAClD,DIPRDPYLESTER
140-66-9
131-16-0
420 J
1200 J
1-6
-------
FILENAMEsTICOPWD
WESTERN PROCESSING
TENTATIVELY IDENTIFIED COfOIOS
(SEE NOTE BELOW)
ESTIMATED
CONCENTRATED
CAS« (UB/KS)
SOIL TRAFFIC
SOCLE REPORT
NO. NO. (WOUND N«
SB-01-04
J-3260
lT2-BENZENEDICflRB0XyLI0nCID,DIPENTYLE5TER
131-16-0
2600 J
SB-il-W
J-3280
5, ALPHA,-flJROST-20(22)-EN-26-0L, ACETATE,(25R)
2*744-53-4
390 J
SB-01-04
J-3260
l,2-BENZENEDICARB0XYLICACIDfDIPENTYLESTER
131-18-0
860 J
SB-ei-w
J-3260
GUTANEDIOICACID, CHLORO-BIS (l-METHYLPROPYDESTER
57963-51-4
270 J
SB-01-04
J-3260
DQDECAIC, 1,1-THIOBIS
2469-45-6
530 J
SB-01-04
J-3280
HEXADECANDICACID,(2-PENTADECYL-l,3-DI0X0LAN-4-YL)NET
41563-11-5
300 J
i SB-01-14N
NA
3,5-DItETHYLPHENOL
108-68-9
190 J
l SB-01-14N
m
BENZO(E)PYRBE
192-97-2
490 J
SB-01-14H
NA
3,4-DIKTHYLPHENOL
95-65-8
34 J
ISB-01-14M
NA
2-0XAZ0LIDINBE, 3- (2-HYDROXYPMPYL) -5-NETHYL
3375-84-6
11000 J
•8B-91-S4A
J-3284
1H-INDEN-1-0L,2,3-DIHYDRO
6351-10-6
680 J
SB-81-S4B
J-3285
SULFUR, ML. (S8)
10544-50-0
82Q J
9-61-29
J-3286
CYCLOHEXANE
110-82-7
40000 J
SB-02-00
J-3S74
UKNOUN
430 J
SB-02-00
J-3274
UKNOUN
6% J
SB-tt-00
J-3274
BENZENCETHflNOL, 3-HYDROXY
1339B-94-2
860 J
or gifi
UU PL^V
J-3274
UNKNOWN
1400 J
SB-02-00
J-3274
UKNOUN
65® J
942-00
J-3274
UKNOUN
730 J
SB-02-00
J-3274
1-KPTADECANQL
1454-65-9
7100 J
SB-02-OT
J-3275
2-OXAZOLIDINONE, 3- C2-HYDR0XYPR0PVL) -5H€THYL-
3375-64-6
2700 J
SB-02-09
J-3275
PERYLOE
198-55-0
610 J
SB-K-29
J-327B
ETHANE, 1,1,2,2-TETRACH.ORO-
79-34-5
330 J
SB-02-29
J-3278
SULFUR,ML (S8)
10544-50-0
420 J
SB-02-29
J-3278
8A (2H)-PHENANMEN0L, 7-ETHENYLD0DECAHYDR0-1,1, 4A, 7-T
41756-14-3
420 J
SB-02-29
J-3278
HYDROXYUWNE, 0-DECYL-
29812-79-1
640 J
:SB-03-«
J-3269
NONADECflNOL
52784-43-4
5300 J
OLAlJft
mV ViTwv
J-3269
UKJCKN
1900 J
SB-03-00
J-3269
UKNOUN
1200 J
SW3-09
J—3270
UKNOUN
2100 J
S8-03-09
J-3270
ETHANE 1,1,2-TRIOLORO-
79-00-5
750 J
1-7
-------
FIL0WE:HCBfW
WESTERN PROCESSINB
iTENTATIVELY IDENTIFIED COHXMDS
(SEE MUE BELOW)
SOIL
TRflFFIC
ESTIMATED
SIMPLE
REPORT
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m.
NO.
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(U6/K6)
ISM3-19
J-3271
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79-34-5
740 J
S8-83-19
J-3E71
0CTftDECȣ, l-(ET)CNYLOXY)
938-02-9
728 J
SB-83-29A
J-3272
1-tEXADECENE
629-73-2
9288 J
SB-83-29A
J-3272
1-HEPTADEDWOL
1454-85-9
4788 J
iSW3-29fl
J-3272
TETRACONTANE, 3,4,2,4-TRIRETHYL
55162-61-3
618 J
S&-«3-29fl
J-3272
1-QCTADECENE
112-68-9
1688 J
iSB-«3-S9A
J-3272
NONADECANOL
52783-43-4
1288 J
iSB-83-29fl
J-3272
NONADECANOL
52783-43-4
3088 J
jS8-83-29A
J-3272
UNKNOUN
3834-55-7
2288 J
ISB-03-29fi
J-3272
1-HEPTflOECflNQL
1454-85-9
688 J
1 SB-03-2Sft
J-3272
E-UNDECflNO£,6,18-DIIETHYL
1684-34-8
1388 J
i SD-03-29A
J-3272
UNKNOUN
988 J
SB-83-29A
J-3272
BENZO/K/FLUORAOTt£NE
287-88-9
778 J
SB-e3-29fi
J-3272
TRIDECflNOL
26248-42-8
1488 J
SB-83-29A
J-3272
1-DQDECANOL
112-53-8
2888 J
S8-83-29B
J-3273
HEPTffflECANOL
1454-85-9
21888 J
ISB-83-29B
J-3273
UKNOUN
1288 J
•SB-83-29B
J-3273
KXADECWt
544-76-3
1908 J
tSB-«3-£SB
J-3273
2-WDECANOtE, 6,18-DIIETHYL
1684-34-8
2688 J
!SB-l3-298
J-3273
NONADECANOL
52783-43-4
5788 J
SB-83-29B
J-3273
1-EIC0SAN0L
629-96-9
2288 J
ISB-83-29B
J-3273
INMMi
988 J
SB-83-29B
J-3273
1-DQDECANOL
112-53-8
3688 J
:S8-83-298
J-3273
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1128-21-4
1888 J
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J-3491
2, 6, 10,15,19,234£X»ETHYL-
7683-64-9
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JU Wsw
J-3491
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J-3492
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79-88-5
7451 J
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J-3492
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79-34-5
566 J
¦SB-M-14
J-3494
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593-45-3
1388 J
SB-84-14
J-3494
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54411-88-8
2888 J
SB-84-14
J-3494
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629-99-2
4188 J
SB-84-14
J-3494
2H-PYRAN,2-(7-HEPTRDECYNVLDXY),TETRAHYDRO-
56599-58-9
27888 J
SB-84-14
J-3494
OCTADECANOL
638-66-4
858 J
SB-84-14
J-3494
2-8CTADECENAL
56554-96-2
2688 J
SB-<4-14
J-3494
1-TETRADECflNQL
112-72-1
1688 J
-------
iFiLENACsTICOffND
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5B-04-E4
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55102-61-3
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SB-04-24
J-3496
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79-34-5
1600 J
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J-3498
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108-68-9
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53079 J
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J-475B
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2435 J
SB-05-14
J-4758
UKNOUN
105 J
SB-05-14
J-4758
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59381 J
SB-05-19B
J-4760
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1964499 J
SB-e5-lSB
J-4760
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1756 J
S8-05-19B
J-4760
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5059 J
SB-05-19B
J-4760
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4918 J
8M5-19B
J-4766
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2459 J
S8-05-19B
J-4760
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6949 J
SW5-19B
J-4760
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885 J
SB-05-19B
J-4760
UKNOUN
516 J
SB-0&-19B
J-4760
UNKNOUN
141444 J
S8-05-19B
J-4760
UKNOUN
2634 J
SB-05-24
J-4761
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27776 J
SW5-34*
J-476£
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192-97-2
27 J
SB-65-39
J-4763
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22618 J
S8-05-39
J-4763
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18461 J
1-9
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WESTERN PR0CESSIN6
TENTATIVELY IDENTIFIED OPOUffiS
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SOIL TRftFFIC
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NO. NO.
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ISB-6S-19
SB-06-19
SB-06-19
9-06-19
J-338B
J-3380
J—3380
J—3300
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UKNOUN
UNKNOUN
2771 J
30120 J
790 J
34632 J
9-06-29N J-4768 BENZO(E)PYRENE
9-06-34 J-4769 UNKNOUN
192-97-2
438 J
2317 J
9-07-00 J-3243 1-OCTflDECANOL
9-07-00 J-3243 1-HENTETRAC0NTAN0L
112-92-5
40710-42-7
1100 J
590 J
9-07-09 J-3244 TETRADECAfC, 1-CHORO-
9-07-09 J-3244 1,2-SENZEICDICfHBOXYLICACID, DIPENTYLESTER
SB-06-00 J-3206 1,2-BENZENED1CARB0XYLICACID
9-08-09 J-3207 Pt€ML, 2-ETHYL-5-KETHYL-
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5B-08-09 J-3207 PHENOL,3,4-DINETHYL-
9-08-09 J-3207 PtCNOL, 4-ETHYL-2-NETHYL-
9-06-09H J-3207 1, S-DICHLOROEHENE (2)
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SB-08-29 J-3211 2-OXAZOLIDINBt,3-(2-HYDR0XYPR0PYL)-5-NETHYL-
2425-54-9
131-10-«
88-99-3
1687-61-2
697-82-5
496-78-6
3855-26-3
3375-84-6
95-65-8
2219-73-0
156-59-2
107-87-9
109-99-9
3375-84-6
1400 J
1800 J
510 J
570 J
540 J
410 J
2800 J
2700 J
4800 J
550 J
150 J
56 J
260 J
1200 J
9-09-00 J-4770 UKNOUN
9-09-00H J-4770 2-OXAZXIDlM»E,3-(2-4fn)ROXYPROPYL)-5-METHYL
9-09-04 J-4775 UNKNOUN
3375-84-6
19014
73
74328 J
9-09-14 J-4771 UKNOUN
9-09-14 J-4771 UKNOUN
9-09-14 J-4771 UNKNOUN
9-09-14 J-4771 UKNOUN
16365
1409
2455
3601
1-10
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FILQWE:TIUWiND
WESTERN PROCESSING
TENTATIVELY IDENTIFIED COfUIOS
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S8-09-14 J-4771 2-OXAZOLIDII0E-3- (2-HYDROXYPROPYL) -5-ff-THYL-
SD-«9-14 5 -577t IjKNFJI
3375-84-6
8367 J
2503 J
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192-97-2
3375-84-6
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29 J
SB-S9-29 JH773 INOJN
375501 J
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79-34-5
79-00-5
790 J
1500 J
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59-10-19
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7533-54-9
10564-58-0
79-34-5
1200 J
720 J
730 J
1200 J
58-10-24 J-3252 EHTAtC,l,l,2-TETRACL0R0-
SB-10-24 J-3252 HEXATRIACONTANE
79-34-5
630-06-8
430 J
570 J
S8-10-29 J-3253 NONADECANOL
SB—10-29 J-3253 1-EIC0SAN0L
52783-43-4
629-96-9
3209 J
8300 J
B8-11-19B
BB-11-19W
68-11-19SM
J—3216
J-3216
J—3216
2-OXAZQLIDINONE,3- (2-HYDffflXYPROPYL) -5-KTHYL-
BENZO(E)PYRENE
2-QXAZOLIDIfOC, 3- (2-HYDROXYPROPYL) -5-ICTHYL
3375-84-6
192-97-2
3375-84-6
S8-11-24
J-3217
2-OXAZOLIDINONE,3-(2-HYDROXYPROPYL)-5-METHYL-
3375-84-6
SB-12-09
J-3220
NONADECANOL
52783-43-4
SB-12-19
S8-12-19
J-3222
J-3222
1,3,5-CYCLOHEPTATRIBE
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544-25-2
17851-53-5
SB-12-29A
J-3223
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1663-35-0
SB-12-29B
J-3224
1,2-BENZENEDICARBOXYLICACID
88-99-3
2400 J
250 J
13000 J
2600 J
740 J
1200 J
430 J
6800 J
680 J
1-11
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FIL£NME:TICON>ND
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SB-13-00
J-3264
unknown comuos
SB-13-00
J-3264
HEfCICOSANOICANACID, METHYL ESTER
6064-90-0
SB-13-00
J-3264
1-tEXADECANOL
36653-82-4
S8-13-00
J-3264
UKNOUN COMPOUNDS
SB-13-00
J-3264
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SB-13-00
J-3264
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SB-13-00
J-3264
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SB-13-00
J-3264
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36653-82-4
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192-97-2
2900 J
720 J
m j
43N J
480 J
1200 J
S90 J
3200 J
1000 J
560 J
40 J
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3790-71-4
52785-43-4
5563 J
530 J
SB-13-09
J-3266
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J-3266
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112-53-B
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J-3266
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J-3266
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143-28-2
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J-3266
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J-3266
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SB-13-09
J-3266
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SB-13-09
J-3266
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SB-13-09
J-3266
TETRADEEANOICACID
544-63-8
1100 J
1500 J
1600 J
3900 J
1100 J
2700 J
1500 J
1900 J
610 J
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1600 J
SB-14-00 J-3238 UNKNOWN HYDROCARBON
SB-14-00 J-3238 UNKNOUN ALKAIC
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140-66-9
24000 J
120000 J
10000 J
130 J
18000 J
SB-14-04
J-3239
UKNOUN
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SB-14-04
J—3239
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SB-14-04
J-3239
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SB-14-04
J-3239
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J-3239
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SB-14-04
J-3239
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490 J
3200 J
2100 J
1600 J
790 J
4400 J
1-12
-------
FILENAfE:TICONPNJ
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890 J
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J-3239
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2900 J
SB-14-04
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100-66-3
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1300 J
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3674-65-5
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7372-88-5
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621-59-0
270 J
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J-3241
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630-06-B
1500 J
SB-14-19
J—3241
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550 J
9-14-24
J-479B
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11334 J
9-14-29
J-3242
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820 J
SB-14-29
J-3242
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1050 J
9-14-29
J-3242
108-95-2
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SB-14-29
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9-14-34
J-4799
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13456 J
9-14-34
J-4799
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9-15-48
J-3226
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3400 J
SB-15-00
J-3226
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2000 J
SB-15-00
J-3226
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45O0 J
SB-15-00
J-3226
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s-15-ee
J-3226
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3400 J
SB-15-00
J-3226
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2000 J
SB-15-M
J-3226
UNKNOWI
1500 J
9-15-00
J-3226
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1500 J
SB-15-00
J-3226
UNKNOUN
740 J
SB-15-00
J-3226
IIKNOUN
740 J
9-15-04
J-3227
HEXADECATE
544-76-3
260 J
9-15-19
J-3229
IIKNOUN
660 J
S&-15-19
J-3229
2,6-BIS(1,1-DINETHYLETHYL)-1,2,3,4-TETRAHYDRONAPHTHALEIC
42931-76-0
1100 J
S8-15-19
J-3229
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1300 J
1-13
-------
FILfMKiTICmPND
IESTERN PMEESSIN6
.TENTATIfcLY IDENTIFIED COPPOUNDS
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2380 J
SB-15-29A
J-3238
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621-59-8
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SB-I5-29A
J-3230
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8800 J
SB-15-29A
J-3238
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4888 J
S8rl5-29A
J-3230
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4688 J
SB-15-29A
J-3238
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3908 J
9-15-290
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55333-99-8
1280 J
SB-15-29A
J-3238
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3180 J
SB-15-29A
J-3238
HEPTANAL
111-71-7
300 J
SB-16-00
J-3232
UKNOUN
1100 J
ss-16-ee
J-3232
l,3-ISOB8aOFUffW)IDC
85-44-9
388 J
SB-16-00
J-3232
BENZALDEHYDE, 3-WYDR0XY-4-NETHYL
621-59-0
578 J
SB-16-00
J-3232
tEXADECANOIC ACID
57-10-3
1B08 J
SB-16-14
J-3234
UKNOUN
18544-50-0
1100 J
SB-16-14
J-3234
UNKNOUN HYDROCARBON
18544-50-0
1300 J
SB-16-14
J-3234
SULFUR
10544-50-0
1030 J
SB-16-14
J-3234
UNKNOUN PNA
18544-58-0
1100 J
SB-16-14
J-3234
(NOOM HYDROCARBON
10544-5M
4000 J
SB-16-14
J-3234
UKNOUN
10544-50-0
3288 J
SB-16-14
J-3234
UKNOUN
10544-50-0
1100 J
SB-16-14N
J-3234
BENZO
-------
FILEMMEs TICQMPND
WESTERN PROCESSING
.TENTATIVELY IDENTIFIED COMPOUNDS
(SEE NOTE BELOW)
I
I SOIL TRAFFIC ESTIMATED
I SAMPLE REPORT CONCENTRATED
| NO. NO. COMPOUND WME CAS « (U6/K6) '
: 3-16-19
1S&-16-19M
J-3S3S
J-3235
IMWWN PNA
BEN20(E)PYIB€
19407-28-4
192-97-2
620 J
370 J
SB-17-W
S8-17-00
J-3259
J-3259
1,2-BENZEKDICARfiOXVLICACIl)
1,3,5-CYCLOJCPTATRIENE
88-99-3
544-25-2
570 J
2900 J
SB-17-G9
J-3260
1,3,5-CYOOHEPTATIfBC
544-25-2
750 J
"m
ill
J-3254
J-325%
J-3254
BENZENCETHflNOL,3-HYDROXY
EENZOFURAN,2,3-DIHYDRO
BENZ ALDEHYDE,4-HYDR0XY-3-METH0XY-
13396-94-2
496-16-2
121-33-5
2700 J
1300 J
640 J
S8-1B-19
J-3256
NONADECANQL
52783-43-4
1500 J
IS8-16-24A
S8-18-24A
J—3257
J-3257
ETHANE,1,1,2-TRICHL0R0-
EHTANE, 1,1,2,2-TETRACHORO-
79-00-5
79-34-5
468 J
730 J
ISB-18-24B
J-3258
ETHAft, 1,1 ,'2,2-TETSACHLORO-
79-34-5
520 J
58-19-00
SB—19-00
S8-19-00
J-3291
J—3291
J-3291
UMUOWN
UNKNOWN
UNKNOWN
1020 J
52776 J
13194 J
SB-19-09
J—3292
UNKNOT
5458 J
:S8-19-14
J-3293
UNKNOWN
1844 J
|SB-19-19
SB-19-19
J—329*
J-3294
UNKNOWN
UfflNONN
64093 J
12160 J
SB—19-24
pB-19-24
J-3295
J-3295
UNKNOWN
UKNDUN
9939 J
56798 J
S8-19-2S
J-3296
UMNOW
72780 J
SB-19-34M
J-3297
BENZO(E)PYRENE
192-97-2
100 J
8-19-39
SB-19-39
J—3298
J-3298
UNKNOWN
UNKNOWN
11881 J
66005 J
1-15
-------
FILENfWE: TICOf>ND
WESTERN PR0CESSIN6
(TENTATIVELY IDENTIFIED COKUMDS
(SEE IfflTE BELOU)
SOIL TRAFFIC ESTIMATED
SRWLE REPORT CONCENTRATED
NO. NO. CWOUND NAME CPS # (UG/Kfi)
3-19-39 J-3298 UKNOUN 36 J
SB-19-39 J—3296 UNQOM 666 J
3-19-46 J-3299 UNKNOWN 2029 J
SB-19-46 J-3299 UNKNOUN 16145 J
SB-19-46 J-3299 INOOUN 384 J
SB-20-00 J-3287 tlKNOUN 64248 J
3-20-00 J-3287 UfflNOWN 5623 J
SB-20-09 J-3288 UKNOUN 51347 J
3-20-09 J-3268 UMNDUN 3651 J
SB-20-19 J-3289 UKNOUN 33126 J
SB-20-19 J-3289 UKNOUN 313E J
3-28-29 J-3290 UWNOUN 16898 J
SB-20-29 J-3290 UNKNOWN 17379 J
SB-20-29 J-3290 UNKNOUN 624 J
NOTE: H CORRESPONDS TO SAMPLES ANALYZED BY THE EPA RESIGN X LAB
AT MANCHESTER. ALL OTHERS HERE ANALYZED BY THE EPA CONTRACT LABRATORY
PROGRAM.
1-16
-------
APPENDIX J.
Municipality of Metropolita
RAMIX II Data Base Syster
Surface Water Quality Data
Collected Along Mill Creek
-------
LISTING OF NORMAL', STREAMS DATA ON THE HATER DUALITY DATA BASE
TABLE 1 OF J
STA
E5l">
tin
TEMP
COND
TOT
FEC
FEC
DATE.
HD
DEPTH
DEO
DO
TURB
UMHOS
STAFF
CL2-RES
FLOW
BOD
COL I
COL I
STREP
yyhhdo
M
M
TIME
C
MG/L
PH
JTU
/CM
HCT
HG/L
CFS
HG/L
/100ML
/100HL
/100ML
SC
_____
_ _ _ _
_ _ _ _
w mm •» *
_ _
_ _ _ —,
_____
• — — — —
—
—
W MM » » _
» •• » M
• •
77:92?
l. a
1 . 0
131 u
13.5
7.30
7.0
8.5
14 2
.00
.000
6.20
.00
8600
260
7 7122"
l. o
1 . 0
1123
5.6
7.20
6.F
17.0
35 0
.cn
.000
13.10
.00
0 1200
0 360
7 6 0 3 3 J
i.?
1 . 0
1107
11.3
6.00
6.6
19.0
300
. 0 3
.000
10.20
• OS
0 380
0 53
780615
1.0
1.0
1100
13.6
4.20
6.6
34.0
400
.oc
.000
6.00
.00
1400
190
130
79'-. 129
1.0
1. 0
1210
4."
7.60
6.6
19.0
205
.or
.000
11.95
4.70
200
79" 221
1.0
1.0
115?
5.3
6.30
6. 7
33.0
225
.ro
.000
.00
3.00
700
79i321
1 .p
1 . 0
1225
11.0
5.00
7. C
35.0
525
.00
.000
8.67
2.70
300
7 91 a i e
1 • u
1 . 0
125?
11. n
7.30
6.9
3R.0
450
. 0 j
.000
5.73
4. 70
2460
793523
1. ?
l.n
1232
17.4
6.80
7.1
45.C
450
• 0 0
.000
6.02
2.60
380
1500
7906?:
1.1
l.n
1223
15.1
7. 30
6.7
37.0
450
.oc
.030
.84
3.70
270
530
7^725
1.3
1.0
1225
17.3
7.10
6.6
23.0
450
.03
.000
1.99
3.60
460
200
793822
1.3
1.0
1250
19.r
6.30
6.7
100.0
15 0
.00
.000
3.54
3.70
1400
59 0
7939P5
1.3
1.0
. 0
.00
6.7
38. 0
180
.00
. 000
.00
2.90
730
1400
s
791926
1.3
1.0
1200
16.2
S.10
6.?
40.0
265
.re
.000
2.04
2.30
190"
130
7 9101"
1.0
1.0
1230
.0
.00
7.4
44.0
117
.or
.000
.00
7.90
4500
23000
S
7C>1 024
1.3
i.
34.0
370
.CO
.000
1.34
2.80
E 130
250
6 0 091D
1.0
1 . 0
12 42
18.2
5.30
7.2
43.0
445
. 00
.0 00
.60
150
88
eoiooa
1.0
1.0
845
14.0
5.74
6.«
42.0
420
.oc
.000
1.56
2.70
E 22
220
801112
1.0
l.n
953
6.2
7.83
6.6
28.0
251
8.8 0
.000
1.91
2.00
BO
1300
801S17
i
i. j
o51
8.2
5.26
6.7
32.0
420
9. 6 C
.000
5.76
3.00
7300
8 1 ~ 611
l. •<
1 . 3
. . •>
.00
. P
. 0
.00
.000
.00
.00
X
813625
1.3
l.C
. 0
.00
. C
.0
.00
.000
.00
.00
X
810611
1.0
1.0
. c
.00
.0
.0
.00
.000
.00
.00
X
81P 62 5
1.3
1 . 0
. 3
.00
. c
.0
.00
.000
.00
. 00
X
-------
LISTING OF NORMAL STREAMS DATA ON THE MATER QUALITY DATA BASE
TABLE 2 OF 3
STA
t 317
C4
I
SO
DATE HD
YYMHDD H
X3I 7
7 7"9?a
7 712 2 :i
7BT3Sr
7ft 3615
791129
79 T221
790321
7 9 C 4 1 '•
79i52 3
79062.
79P725
79 n 8 2 2
79C9C5
79 C 926
7910U
791024
791025
791128
791212
8 0 C130
6 3 ^ 227
901326
80C416
8 0r.52?
80061d
80073:
900613
8 P - 91 0
901009
eomc
601217
e l r> 611
B1C625
810611
810625
TOT
DEPTH N
M HG/L
TOT ORG
KJEL N NH3
HG/L HG/L HG/L
l.C
1 .C
1.3
1.0
1.0
1.0
l.r,
l.n
l.C
1.0
1.0
1.0
1.0
1.0
1.3
1 .0
1.0
1.0
1.0
1.0
1.3
1.0
1.0
1.1'
1.0
1.0
1.0
1.3
1.0
1.1
1. J
1.0
1.0
1.0
1.3
1.0
.000
.00
.00
.626
1.3
.cco
.00
.00
1.006
l.C
.300
.00
.00
1.121
1.0
.000
.CO
.00
1.390
1.0
.000
.00
1.90
.969
1.0
. ono
.30
1.40
.588
1.0
.?P0
.00
2.47
1 .300
1.0
.300
.30
1 .27
1.720
1.0
.000
.00
2.04
2.680
1.0
.000
.00
3.63
2.900
1.0
.000
.00
• 66
1.800
1.0
. 3 00
.00
1.20
1.030
1.0
.000
.00
.52
.617
1.3
.000
.00
.39
1.260
1.3
ft u 0 0
.00
.95
.2 06
1.0
.000
.00
.96
.383
1.0
.000
.00
1.41
.194
1.0
.000
.00
.01
1.670
1.0
.000
.00
.26
1.690
1.0
.000
.00
.81
2.150
1.0
.0 00
.30
1.08
.660
1.0
. J00
.00
.86
1.1 30
1.0
.000
.00
1.18
1 .080
1.0
.000
.00
1.39
1.200
1.0
.000
.00
1.96
.679
1.0
.oco
.00
.97
1.450
1.0
.000
.00
1.85
.1 66
1.0
.oco
.00
.00
1.854
l.C
.000
.00
2. 06
.014
1.0
.oco
.00
.00
.418
1.0
.000
.00
1.35
1 .330
1.0
.000
.00
.00
.0 00
1.0
.000
.00
.00
.000
1.0
.000
.00
.00
.000
1.0
.000
.00
.00
.000
N02-N0 3 N03
HG/L HG/L
N02
HG/L
ORTHOP TOT
P04 P04
HG/L HG/L
1.670
. 0 00
.000
.108
.130
3.109
. 0 00
.000
.000
.430
3.050
.oco
.000
.000
.860
3.960
.000
.000
.000
.390
2.240
. 000
.000
.302
.380
1 .660
.ooo
.000
.221
.240
3.960
.000
.000
.372
.543
3."60
. oro
.000
.393
.504
3.820
.000
.000
.508
.507
4.100
.000
.000
.515
.468
1.340
.000
.000
.192
.293
2.950
.000
.000
.177
.265
1.020
.000
.000
.161
.293
3.570
.000
.000
.191
.221
.539
.000
.000
.07 8
.323
.719
.oco
.000
.131
.309
.558
.000
.000
.098
.178
4.760
.0 00
.000
.273
.430
2.760
. 0 wO
.000
.204
.305
4.530
.000
.000
.640
.558
1.590
.000
.000
.560
.286
2.220
.0 00
.000
.326
.435
2.700
. 0 00
.000
.460
.562
3.470
. 0 00
.000
.382
.459
4.490
.000
.000
.005
.513
3.940
.000
.000
.222
.290
.570
.000
.000
.144
.305
5.732
.000
.000
.100
.390
.342
.000
.000
.163
.346
.000
. 0 00
.000
. 160
.338
3.6A0
.000
.000
.414
.511
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
SUS
SOL
HG/L
SET
SOL
HG/L
9.00
28. 00
23.00
27.00
32.50
14.00
37.00
24.00
29.00
33.30
IS.00
IB.30
26.00
14.70
91.70
72.00
66.00
69.30
32.00
53.30
SO. 00
32.00
27.00
24.70
39.30
17.00
20.00
78.00
16.00
29.00
33.00
. 00
.00
.00
.00
.00
.00
.00
.00
15.50
.01
35.50
.01
.01
8.60
5.00
.01
20.70
4.70
56.50
29.80
33.00
21.30
8.00
18.30
15.00
16.70
7.70
9.70
16.90
4.00
4.00
5i?0
13.00
15.00
.00
"•00
.00
.00
-------
STA
F31 7
C-l
I
OJ
X317
LISTING OF NORMAL STREAMS DATA ON THE WATER QUALITY DATA BASE
TABLE 3 OF 3
CD
CR
CU
HG
N I
PB
2N
FE
YY1HDP
H
H
MG/L
MG/L
MG/L
MG/L
MG/L
MG/L
MG/L
MG/L
7 1 j92-
1 .0
1.0
. roov'
. 0000
. 0000
. uO 00
.0000
.0000
.0000
"Tocoo
7 71 2 2 J
1.0
1 . 0
. 000 J
.0031
. 0000
. 0000
.r.ooo
.0000
.0000
.0000
7 9 0 33 0
l.C
1. 0
. 0000
.0000
.0000
. 0000
.0000
.0000
.0000
.0000
7 ^ 615
1.0
1.0
. 000 3
.0000
. 0000
.oooc
.0003
.0000
.0000
.0000
7 9.1129
1 . 0
1.0
. OGOli
.0100
.0200
.0000
.nooo
<
.0200
.2600
.0000
79:221
l.j
1 . 3
. 000 0
<
.0100
.01 00
. 0000
.0000
.0200
.2500
.0000
7 9 " 3 21
1.3
1.0
. cooo
.03?n
<
. 01 00
. 3000
.0000
<
.0200
.4700
.0000
7 9 n 4 18
1 .0
1.0
. 3000
.0730
. 0200
. 0000
.0000
.0600
.5600
.0000
7^*523
1 . c
1.0
. 0173
.0430
.0140
. 0 000
.900 0
<
.0200
.4340
.0000
7=)J62i
1.3
1.0
. 3200
• Gb2U
. 01 20
.0000
.nooo
<
.0200
.5410
.0000
79-725
l.C
1.0
. ?21 3
• 34 4 C
.0170
.0000
.0000
<
.0200
.5910
.0000
791822
1.0
1.0
.one
.0280
.0130
. 0000
.0000
<
.0200
o34 00
.0000
79:905
1.3
1.0
.0160
.0250
.011)0
.oooc
.050 0
.0200
.3770
.0000
79 r92f>
1.0
1.0
.0160
.0250
<
.0100
. 0300
.050 0
<
.0200
.3770
.0000
7 91 0 1P
1.0
1.0
. 0080
.0180
.0100
.0000
.0400
.0600
.0940
.0000
791021
1.0
1 . 0
• C 11 ?
• 11CO
.0500
. 3000
<
.0200
.2000
.4810
.0000
791025
1.0
1 . 0
. 0063
• 0 4 5 T
. 0300
. 0000
.0200
.0600
.4740
.0000
79112?
1.0
1.0
. 020 3
. 04 4 C
.0200
.0000
.0500
.0400
.7800
.0000
791212
1.0
1. 0
. T12 0
.022 3
. 01 30
.cooo
.0400
.0600
.0440
.0000
8GJ130
1.0
1.0
<
. P201
<
.0350
.0170
.0000
<
.0700
<
.0700
.7220
n.9eoo
8 C 0227
1.0
1.0
.0060
.0170
.0400
.0000
.0400
.0400
.4870
.0000
800326
1*9
1.0
.010 0
<
.0100
.0130
.0000
.0400
.0200
.4210
.0000
300416
lie
1.0
• C17 0
<
.0200
.0110
.0000
.0600
<
.0300
.6700
S.B800
8 3 0528
1.0
1.0
.r28r
.0460
.0140
.0000
.0800
<
.0300
.8000
7.6800
e :61 ?
i .n
l.C1
. 0264
.0426
.0097
.0000
.0986
.0106
.8225
7.4700
P M73 0
1.0
. 0227
.024?
.0075
.0000
.0950
<
.0240
1.0100
6.4000
6onai3
1.0
1.0
. 0265
<
.0300
.0093
.0000
.1133
<
.0120
1.1100
£.8800
900910
1.0
1.0
. G 33 3
.0437
.0130
.0000
.1751
<
.028b
1.5300
7.9100
8 C1 0 0 rt
l.C
1.0
. 041 0
.0376
.0171
.0000
.1472
<
.0270
1.5600
7.4400
8P1112
1.0
1.0
. C19C
<
. 0330
.0160
. 0000
.1000
.0240
.9100
6.2000
8 C12l7
l.n
l.C
. 0240
<
.0400
. 0200
. 0000
.0800
.0200
.7500
8.1000
a 1U611
1.0
1.0
. 061 0
.0400
. 0300
< .0002
.1400
<
.0200
3.6700
8.0400
ai"t25
1.0
1.0
. 0303
<
.04 00
.0400
.0000
.2000
.0200
1.7900
9.0280
810611
1.0
1.0
<
. 0C6O
.0200
.0100
< .0002
<
.0200
<
.0200
.0420
6.5400
8 1 C 625
1.0
1.0
<
.0060
<
.0400
<
.0100
.0000
.0400
<
.0200
.0100
5.8000
-------
LfSTIHG OF NORHALl
rnt*HS dat* on the hater oualttt data ba^
TABLE 1 OF 3
STA
H317
031 T
C4
I
DATE
HD
DEPTh
YTMUDO
n
*
721020
10.3
1.0
721026
10.3
1. 0
770928
1.0
1.0
7 7122 3
1.9
1.0
780333
1.0
1.0
780615
1.0
1.0
790129
1.0
1.0
790221
1.0
1.0
79T321
1.0
1.0
790418
1.0
1.0
7 91'523
1. 3
1.0
790620
1.0
1. 0
790725
i.o
1.0
790822
1.0
1.0
790905
1.0
1.0
79 0926
1.0
1.0
791013
1.0
1. 0
791024
1.0
1.0
791025
1.0
1.0
79112 U
1.0
1.0
791812"
~i.ir
TiO
80C130
1.0
1.0
800227
1.0
1.0
800326
1.0
1.0
BPT41K
-I.O
1.0
B0C52S
1.1
1.0
800618
l.J
1.0
800730
1.0
1.0
8 0 OB 13
i'.r
1.0
8C091?
1.0
1.0
801008
1.0
1.0
901112
1.0
1.0
0nsi7
I.e.
1.3
ei"i2?
1.0
J.O
610226
1 .c
1.0
imi
-1:8--
- 1:8
8 1 C 514
1.0
1.0
8i:'625
l.C
1.0
imt
1 . t
i:8
813917
l.C
1.0
£11022
l.C
1.0
8 1111 B
i.:
1.0
811217
1.0
1.0
*2n121
1.0
1.0
020225
1.0
1.0
823225
1.0
1.0
82D42?
!•"
I. 0
P2C52 J
1 • «-'
1.0
82061-7
—1-. 0
1.0
82U722
1.0
1.0
820819
1.0
1.0
82r923
1.0
1.0
821021
l.C
l.C
821202
1.9
1.0
83 oris
1.7
!.?
8 3 0 217
l.C'
1.0
9T'317
1 . '
1.0
T! WE
m
c
HP
900
1255
1:2
1215 12.8
1050 4.1
1037 10.8
1013 11.3
1225
1202
4.1
5.2
1240 10.9
1310 11.5
1249 17.8
1245 14.5
1245 17.0
1310 18.5
.n
1220 16.6
1245
.0
11.6
.0
1245 6.0
1250—f.T
1240 3.0
9.8
1235 8.2
1245 13.5
1335 15.9
815 13.3
830 17.0
1253 16.7
1255 16.5
815 13.6
817 6.5
815 ~7.5
815 10."
750 7.0
735 13.1
700 15.3
m n:i
724 15.0
730
75 0
74 0
745
80 0
745
8.3
8.2
5.8
5.9
.6.3
8.4
BOO 17.4
805 14.1
-8 0 5-16.2
850 13.2
750 17.3
815 ,14.9
925 10.1
845 7.1
845
*00
85:
6.1
7.9
8.3
DO
HG/L
.00
.00
2.80
6.00
6.00
4.90
7.70
6.90
5.30
8.50
6.00
4.70
4.50
5.20
.00
7.10
.OC
.00
.00
10.60
7.60
7.90
8.00
6.50
7.03
7.29
4.71
2.61
5.51
7.65
4.93
6.18
4.52
5.98
6.07
5.61
4.98
4.28
2.81
3.31
2.20
1 .91
3.88
6.60
7.12
7.09
6.60
5.38
4.81
3.98
^3T05
5.30
4.10
3.30
5.79
7.00
7.32
a.39
5.40
PH
w m
.0
.0
7.0
6.4
6.7
6.8
6.7
6.6
7.1
7.0
7.2
6.8
6.9
6.8
6.6
6.8
7.2
7.1
3.9
7.2
6.8
6.8
7.0
6.9
7.2
7.0
7.4
7.1
7.2
7.7
7.1
6.9
6.6
6.8
6.1
6.6
6.9
7.0
7.1
67:*
6.5
6.9
6.8
6.7
6.6
6.7
6.9
7. 3
7._0
" 7.0
7.1
7.1
6.8
7.1
6.9
6.9
6.6
7."
TURB
JTU
.0
.0
9.3
13.0
16.1
27.0
23.0
22.0
23.0
22.0
30.0
27.0
12.0
23.0
23.0
18.0
37.0
3.0
54.0
22.0
40.0
32.0
39.0
20.0
23.0
104.0
53.0
19.0
19.0
18.0
21.0
22.0
17.0
29.0
14.0
27.0
26.0
27.0
27.0
18.0
12.0
7.2
23.0
21.0
34.0
16.0
18.0
46.0
35.0
56.0-
3.3
24.0
1.9
20.0
20.0
12.0
21.0
32. 0
25.C
COND
UHHOS STAFF CL2-RE5
/C* HGT RG/L
.00
.000
.00
.000
35
. 00
.000
252
.00
.000
215
• 00
.000
300
. 00
.000
195
.00
.000
250
.00
.000
440
.00
.000
320
.00
.000
315
.00
.000
250
.00
.000
340
.00
.000
165
.00
.000
250
.00
.000
275
.00
.000
76
.00
.000
193
. 00
.000
89
.00
.000
200
.00
.000
195
.00
.000
390
.00
.000
140
.00
.000
570
. 00
.000
300
12.60
.000
216
.00
.000
390
.00
.000
360
.00
.000
330
.00
.000
332
.00
.000
310
13.00
.000
260
14.10
.000
335
12.40
.000
204
10.5C
.000
255
.00
.000
335
.CO
.000
350
.00
.000
345
.00
.000
345
.00
.000
350
12.60
.000
340
.00
.000
240
.00
.000
3500
.00
.000
180
.00
.000
200
.00
.000
250
.00
.000
260
.00
.000
400
.00
.000
360
.00
.000
44 0
.00
.000
375
. oc>
.000
335
.00
.000
355
.00
.000
300
.00
.000
27 5
.00
.000
275
.00
.000
25 0
.03
.000
1« 0
.00
.000
33 0
5.46
.000
FLOW
CFS
.Off
.00
10.50
63.60
27.50
21.90
37.90
.00
16.79
20.61
8.23
2.24
16.70
5.23
.00
5.06
.00
.00
.00
6.76
13.44
24.75
143.00
27.05
28.93
1^34
13.26
10.69
6.84
6.69
9.45
25.27
31.97
40.53
.00
25.43
18.35
18.03
15.60
11.02
9 •' "
3.
20.
.42
.53
.57
.00
.00
.00
.00
24.04
18.80
12.59-
8.91
.00
.00
.00
.00
45.95
77.75
90.00
23.64
BOD
MG/L
.00
.00
.00
.00
.00
.00
9.90
3.10
3. 00
2.50
2. 00
3.80
2.70
4.80
3.10
2.50
7. PO
2.90
4.50
.90
2.70
3.40
2.20
2. 00
2.80
3.70
2.10
2.90
3.70
1.20
1.80
1.50
1.60
2.80
1.80
1.90
' 2.10
2.20
2.39
un
1.91
2.11
2.24
1.50
.30
1.17
8.23
1.89
2.08
2.11
1.69
.24
1.50
.31
1.27
3.46
1.80
2.22
TOT
COLI
SlOOttL
Ft C
COLI
/100NL
FEC
STREP
/100HL
SC
1000
320
25000
560 0
1100 0
4200
Ml
ZO
20
3500
120
zoo
4200
53
43
73
23 0
50
287>
1430
410
5300
2400
310
240
1800
160 0
5300
1000
S
1600
820
5100
52 000
s
280
610
s
930
13000
s
150
140
'570"
1400
50
60
130
3000
20
50
170
' 4600
620
75 0
2500
4300
1400
—2000"
1400
100
550
100
440
140
74
700
1100
1400
400
17000
360
600
500
in
16
43i
410
1300
1400
930
1400
1200
110
20
320
16
3700
"?4 00
5000
500
" 850
820
5500
4500
880
1T00
8400
3200
2800
r" 70000
3700
89000
8900
1600
i 220
440
1200
— 250 0
4 300
8800
1700 0
" 3800
4800
91000
8400
2100
16000
r 900
PAGE
-------
ST A
OM ?
LISTING OF NORMAL*
rRCAMS DATA ON THE WATER QUALITY DATA BAi
TABLE 1 OF 3
TEMP
COND
TOT
FEC
FEC
DATE
HD
DEPTH
DEC
DO
TURB
UHHOS
STAFF
CL2-RES
FLOU
BOO
CCLI
COL I
STREP
YVMMUD
H
M
TIME
C
HG/L
PH
JTU
/CH
HCT
hg/l
CFS
NG/L
/100NL
/100HL
/100HL
63*4?!
.0
i r o
920
II15
~5.10
7.0
42.0
38 0
5.30
.000
E
33.84
2.16
66
930519
• u
1 . 0
855
11.6
7.20
7. 0
33.0
350
5. 11
.000
19.11
1.73
E 2100
45000
630616
.3
1.0
900
16.2
3.20
7.1
25.0
375
4.99
.000
11.14
2.54
> 1200
14000
030714
.3
l.G
852
14.5
6.40
6.1
20.0
193
5.29
.000
12.04
1. 83
E 3000
18000
83 T B19
• u
1 .E
645
17.1
6.24
6.9
33.0
35 0
4.99
.000
14.10
1.65
E 1900
42000
8 3j922
.p
1.0
8 36
13.3
5.30
6.9
22.0
300
4.9A
.000
11.43
1.07
E 3000
36000
83102'.i
.0
1.0
850
11.1
6.35
6.%
IB .0
136
5.0b
.000
20.83
4. 3«»
2200
59000
83!117
. c
1.0
920
10.0
8.20
6.7
20.0
no
7.02
.000
E
124.53
1.45
860
40000
931215
.c
1 . 0
830
7.0
6.BO
6. P
15.0
225
5.70
. 000
56.3D
1.62
B4
980
84: 119
"V
• I..
1 . 0
93a
4. 1
8. 7'J
6 . b
36.0
300
5.16
. 000
19.77
1.30
30
BOO
84:216
. J
1 . 0
905
5."
6 .74
6.8
14.0
250
5.48
.0 00
35.49
1.92
160
1500
64 3 31b
. 0
1.0
930
10.1
7.21
6.8
26.0
200
5.92
.000
c
141.25
2.46
720
6400
SC
Li
I
ui
-------
LISTING OF NORMAL STREAMS DATA ON THE WATER QUALITY DATA BASE
TABLE 2 OF 3
STA
031 7
DATE HO
VTMHDD H
I
a\
721020 10.0
721026 10.U
77"<929 1.3
77122"
78^330
780615
79C-129
7t>n22l
79 521
7?"»1P
79 0523
790623
790 723 r.TT
790822 1.0
7*0905
79092b
T910I9
791024
791025
791128 1.0
-mrr2—1.0
803130 1.0
800227 1.0
9 00826 1.0
ffunie—i;o"
800526
803618
800730
800WI3"
800910
801008
801112
851217
810122
810226
813319
Bra* 23 —r.a
811914 1.0
810625
810723
81 "82 3
810917
811022
811118
811 217
8 2 ?121
820225
820325
820422
82 D 52 3
820617
823722
823819
92 0923
B21D21
821202
P30113
8 3 T 21 7
«3"317
1.0
1.0
1.0
1.0
1.0
1.3
1.3
l.:
1.0
1.0
1.0
"1.0
1.0
1.0
l.(
1.3
1.0
1.0
"TiO
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.7
1.3
1.0
1.0
I.a
1.0
1.3
1.0
1.3
1.3
1.3
1.0
1.3
1.0
1.3
1.3
l.n
1 .n
l. -
TOT
TOT
OEPTH
N
KJEL
H
MG/L
MG/L
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.CO
1.0
.000
.00
1 . 0
.000
.CO
1.0
. 'J 0 0
.00
1.0
. oco
.00
1.0
.000
.00
I.TT
.uou
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
l.P
.100
.00
1.0
.000
.00
1.0
.coo
.00
1.0
.000
.00
l.cr
—VOOTT
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1 .TT
- .000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
l.TT
- .000"
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
• 00
1.0
.000
.00
1.0
.000
.00
1.0
2.310
1.35
1.0
.000
.00
-1.0~2^5US
— Ii64
1.0
.000
.00
1.0
2.769
1.30
1.0
.000
.00
1.0
2.038
.63
1.0
.000
.00
1.0
1 .851
.74
1.0
.000
.00
1.0-1.959
1.02
1.0
.000
.00
1.0
1.373
.40
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
.000
.00
1.0
. C CO
.00
1.0
.3 00
• 3 C
ORG
N
HG/L
.00
.00
.00
.00
.00
.00
1.24
1.03
1.08
.96
.94
.90
.53
.51
.01
.61
.76
.75
1.41
.64
.71
.92
.90
.78
.50
.87
.36
1.10
.01
.00
.82
.00
1.51
.00
.85
.00
.66
.00
1.02
.00
.38
.00
.74
.00
.64
.00
.01
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
NHS
HG/L
.000
.000
.383
.550
.659
.5 74
.634
.533
.8 33
.708
1 .640
1.10O
.564
.295
.412
.423
.257
.421
.194
.552
.447
1.330
.690
.870
.658
.4 74
.679
.448
1.B84
.167
.014
.194
.100
.529
.503
.599
.781
.791
.2 76
.612
.250
.026
.004
.195
.380
.557
.513
.698
.647
.798
.700
.565
.055
.504
.541
.444
.447
.384
.300
N02-N03 N03
HG/L HG/L
• 000
.000
1.420
1.452
1.193
1.373
1.260
1.170
1.420
1.310
1.480
1.290
.308
• 697
• 903
1.270
.534
.637
.527
1.180
.941
1.720
1.550
1.210
1.050
• 949
1.030
2.620
2.440
1.322
.154
• 000
2.300
.710
.958
1*250
• 870
.733
1.469
1.454
1.408
.854
1.111
.648
.939
1.041
.973
1.153
1.033
1.529
.891
1.078
.447
.807
1.056
.823
.706
.533
.OOG
.000
.000
.000
.000
• 000
.000
.ero
.000
. 0 00
. 0 GO
. oro
.000
.000
.000
.000
.000
.000
.coo
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.0G0
.000
.000
.000
.000
.000
.000'
.000
.000
.000
.000
.000
.000
.oco
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.oco
.000
.oco
N02
HG/L
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
.000
ORTHOP TOT
P04 P04
HG/L HG/L
.000
.000
.289
.000
.000
.000
.261
.243
• 283
.280
.266
• 238
:lle
• 187
.327
• 081
• 187
• 103
• 237
•195
• 590
• 560
• 302
.341
.235
.014
.166
•240
• 226
• 139
• 083
• 048
• 217
• 241
.259
• 297
• 206
• 280
.169
• 120
.161
.246
• 138
• 178
.248
.259
• 372
• 284
• 270
.263
• 231
• 236
.207
• 200
• 194
.206
.000
.351
.000
.000
.350
.250
.320
.230
.317
.293
.366
. 008
.327
.282
.22*
.237
.232
.391
.255
.238
.172
.276
.2 29
• 421
.268
.353
.357
.281
.327
.234
.228
.203
.220
.274
.316
.295
.294
.454
.376
.323
.297
.200
.182
.109
.*48
.000
.150"
.298
.000
.444
.336
.336
.312
.293
.851
.308
.356
.221
.242
.259
.351
SUS
SOL
HG/L
.00
.00
52.CO
17.00
20.00
19.?0
34.00
26. *0
19.10
4 .70
12.70
36.00
2.70
27.00
129.30
12.70
93.00
42.00
65.71
22.00
— 7BV7®-
31.70
42.90
14.60
13.00
22.00
19.50
7.00
7.60
8.50
8.50
23.00
16.00
26.70
14.00
22.70
~ 18.00
17.30
11.00
9.50
10.00
7. ?0
16.67
26.00
IO.OO
18.75
11.33
28.00
17.33
18.86
18.67
14.00
50.42
24.00
14.28
13.01
27.44
59.01
18. PI
SET
SOL
HG/L
.00
.00
.00
.00
.00
.00
19.00
10.40
4.30
.01
1.70
10.00
T.SO-
4.30
.01
4.70
55.om
8.40
32.71
.01
z.inr
6.70
18.90
4.60
1.50""
12.00
14.50
4.00
2.60
8.20
1.00
9.70
.01
.00
.01
7.40
- .01-
.01
.01
6.17
.01
.01
.01
8.50
"1.00"
7.64
5.33
15.50
8.67-
.01
1.69
2.50
33.76"
11.50
4.78
3.01
15.4T
31.01
2.01
-------
LISTING or NORMAL STREAMS DATA ON THE WATER QUALITY DATA BASE
TABLE 2 OF 3
STA
0317
TOT
TOT
ORG
ORTHOP
TOT
SUS
SET
DATE
HD
DEPTH
N
KJEL
N
NH3
N02-N03
N03
NO?
P04
P04
SOL
SOL
YYMHDD
M
M
HG/L
hg/l
Hli/L
HG/L
MG/L
HG/L
HG/L
HG/L
HG/L
HG/L
HG/L
83D421
"I
0
"I7o
.oco
.00
.00
:sii
• 83 0 ~
.000
.000
.306
. 383
"51.99
27.33
83G519
1
0
1.0
.coo
.00
.00
.859
.878
.000
.000
.241
.307
22.68
.01
830616
1
u
i. e
. 0CD
.00
.00
.842
.807
.000
.000
.247
.282
23.98
.00
830711
1
0
1.0
.000
.00
.00
.350
. 701
.oco
.000
.156
.244
27.17
7.68
83n81P
1
0
1.0
.000
.00
.00
.694
.43e
• 000
.000
.239
.222
15.24
3.23
830922
1
0
1.0
.000
.00
.00
.503
.772
.000
.000
.152
.205
16.50
7.84
83102'"
1
3
1.0
.000
.00
.00
.224
.479
.000
.00 0
.141
.158
21.14
8.00
8 31117
1
,1
1.0
.000
.00
.00
.1 16
.607
.000
.000
.079
.134
23.33
9.32
831215
1
0
1.0
.coo
.00
.00
• 4 33
.750
.000
.000
.189
.245
29.68
18.62
81 '11?
1
1.0
. coo
.90
.00
.727
.923
.000
.000
.257
• 323
66.90
49.97
8 4 T 216
1
1.0
.000
.00
.00
.557
.630
. 000
.000
.305
i 306
16. 00
5.00
81 ? 315
1
3
1.0
.000
.00
.00
.2 73
.429
.000
.000
.235
.243
29.98
15.31
C-i
I
—J
-------
LISTIHG OF NORHAL STREAHS DAT* ON THE, WATER QUALITY DAT* BASE
TABLE 3 OF 3
STA
0317
DATE
YYHWOD
HD DEPTH CD
H - H HG/L
CR
HG/L
CU
HG/L
HG
MG/L
N1
HG/L
I
00
721020
721026
10.0
10. 0
1.0
1.0
.0000
. ooor
.0000
.0000
.0000
.0000
.0000
.0000
7 7.3 92 e
1.0
1.0
.oooc
.0000
. 0000
.0000
771220
1 .0
1.0
.3000
.00 39
. 0000
.0000
7S0330
1.0
1.0
.0000
.0000
. 0000
.0000
763615
1.0
1.0
.000?
.OOOD
.0000
.0 000
793129
1.0
1.0
. 0000
.0200
. 0100
.0000
790221
1.0
1.0
. 0000
.01 CO
<
.0100
.0000
791321
1 . 0
1.0
. 0000
<
.01 DC
<
.0100
.0000
795418
1. 3
l.P
. 3000
.0200
<
.0100
. 00 00
79-1523
1.3
1.0
<
.004:
<
.0100
<
.oioo
.oooo
7 ° " 6 2 r:
1 . 3
1.0
<
. 004 r
.021?
.3210
. 0000
79T725
1.0
1.0
<
. 004 3
<
.0100
<
.0100
.0000
790622
l.P
1.0
<
. 0040
.0110
<
. 01 00
. 0000
7«n»05
1.0
l.D
<
.0040
.0100
.0100
.0000
<
790926
1.0
1.0
<
.0040
<
.0100
<
.0100
.0000
<
791019
1.0
1.0
.010C
.0190
.02 00
.0000
<
791024
791025
1.0
1.0
1.0
1.0
<
. 0040
. PC7D
.0200
.0300
.0100
. 0300
.0000
. 0000
<
<
791128
1 . 0
1. 0
<
. 004 3
.01 90
<
.oioo
.0000
<
791212
1.0
1.0
<
.0040
<
.0100
.0300
.0000
<
600130
1.0
1.0
.3043
<
.0100
.0130
.0000
<
BOOZZ7
"1.0"
"i;xr
—. 003"
<
.0100
.0210
.0000
<
600*26
1.0
1.0
<
. 0040
<
.0100
.0140
. 0000
800416
1.0
1.0
. 0050
<
.0200
<
.0100
.0000
B0052B
BO06IB
1.0
1.0
.0040
<
.0240
<
.0040
.0000
" 1.0
"1.0
<
303 C
.0164
.0044
. 00 00
800750
1.0
1.0
<
. 003?
<
.0190
<
.3030
.0000
801815
1 . 3
1.0
<
. 0030
<
.0300
<
.0060
. 00 00
600910
601066
1.0
1.0
<
.0030
<
.0210
.0032
. 0000
<
1.0"
1.0
<"
" . C030
<
.0210
.0033
.0000
601112
1.0
1.0
. 0030
<
.0300
.0130
.0000
801S17
1.0
1.0
<
.0030
<
.0400
.0100
. C 0 0 0
mn
1.0
1.0
.0043
<
.0200
<
.02 00
. 00 00
1.3
1. 0
.C043
.0200
. 01 30
. 00 00
813119
1.0
1.0
<
.0060
<
.0200
.01 00
.0000
fl10423
1.0
1.0
. OOBU
<
.0400
.0100
.0000
810514
611625
1.0
1.0
1.0
!."o
<
<
.0060
. 0060
<
<
.0400
.0400
<
.02 00
.01 00
.0000
.0000
611723
1.0
1.0
<
.0063
<
.0200
<
.01 30
.0000
81062?
1.3
1.0
<
.0060
<
.0200
.0100
.0000
610917
611022
1.0
1.0
1.0
I. 0
<
.0040
.006?
<
{
.0200
.0200
<
.0100
.0100
.oooo
.cooo
811118
1.0
1.0
<
. 0040
<
.0200
<
.01 00
.0000
B1 1217
1.3
1.0
<
. 0043
<
.0200
<
. 0200
.0000
82 0121
1.0
1.0
<
.3040
<
.0200
. G200
.0000
B 2 3225
1.0
1.0
<
.004 0
C
.0200
. 0200
.00 00
823325
1.0
1.0
.0090
<
.0200
. 3300
.0000
82^422
1.0
1.0
• 007 3
<
.0200
. 0200
.0000
82 ?52 3
1.3
1.0
.0060
<
.0230
. 01 00
.0000
9 ?"617
1 . G -
lvO"
rl07n
c
"^0230
~T0100
VOOOO
823722
1.0
1.0
.0053
<
. 02 OP
.01 00
.0000
82C619
l.r
1.0
<
.0040
<
. C 200
.01 00
.0000
1923
l.rJ
1.0
. 0070
.0200
<
.0100
.3000
821021
1.0
1.0
.0040
<
. 0200
. 01 00
.0000
821202
1.3
1.0
• C050
<
.0230
. 0200
.0000
83 3113
1.3
1.0
.0060
<
.0200
. 0200
.0000
833217
1.0
1.0
. 0040
.0200
<
.01 00
.0000
8 J" 3 17
1.0
1. 0
« 304C
.0230
. 03 00
.30 00
8 3 0 4 21
l.~3
1.0
.0043
<
• C200
.01 00
.0000
83r51«'
1.0
1.0
<
. 0C4 )
<
.0230
<
.0100
.0000
.000 0
.rooo
.0000
.rooo
.0000
.0000
*000 0
.000 0
• 000 D
.0000
.0000
."000
.0000
.0000
.0200
.0200
.02 0 0
.0200
.0200
.1)200
.0200
.0200
.0200
.0200
.0300
.0200
.021 3
.01*5
.0214
.1800
.0214
.0370
.030 0
.0300
.0500
.050 0
.0700
.0400
.0200
.0400
.0400
.0200
.050 0
.0200
.0200
.0200
.0300
.0600
.0400
_. 03 0 0.
.0400
.030 0
.0200
.0300
.0400
.0300
.0300
.0200
.nsoo
.0400
.0200
PB
HG/L
.0000
.0000
. 0000
.000 0
.0000
.0000
.0200
.0200
.0200
.0200
.0200
i 0200
.0200
.0200
.0200
.0200
.0900
.0200
.0500
.0200
.0500
.0200
.0700
.0300
.0300
.0300
.0080
.024 0
.0163
.0260
.0270
.0350
.0200
.0400
.0200
.0400
.0200
.0400
.0200
.0200
.0200
.0200
.0200
.0200
. 020 0
.0200
.0200
.0300
.0200
.020 0
.0300
.0300
.0300
.0200
.0200
.0200
.0200
.0200
.0200
.0200
. 02 0 C
ZN
HG/L
• 0000
.0000
.0000
.0000
.0000
.0000
.1590
.1910
.2420
.2300
.1050
.0970
.0320
.0570
.0330
.0330
.1250
.1140
• 4SOO
.1760
.2350
.4420
.3440
.2370
.1407
.0357
.0679
.1251
.1146
.2300
.3100
:f!oo
.4000
.4760
.2970
.2500
.2370
.2040
.1070
.7390
.1900
.2340
.3530
.3470
.5530
.4230
.3610-
.2640
.2250
.1300
.I960
.2990
.3610
.3210
.3080
.5650
.5 770
.4360
FE
HG/L
.0000
.0000
.0000
.0.00 0
.0000
.0000
.0000
.0000
.0000
.0000
.0 000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.ocoo
.0000
7.6000
.0000
.0000
9.6500
4.4300
3.6900
2.5100
2.6000
2.9600
2.9000
3.8000
4.1000
4.6000
4.1 COO
6.1000
6.4°00
5.1600
3.930 0
2.4000
1.6600
1.6900
4.0900
2.3400
2.3300
4i3400
3.6000
6.5400
3.6900
4.19 0 0-
3.8500
2.5000
3.3600
2.6 20 0
2.6 fC 0
3.5000
4.4400
4.3300
6.5500
6.&?0 0
5.00
-------
LISTING OF NORMAL STREAMS DA* JbN THE UATER QUALITT DATA BASE
TABLEy3 OF 3
DA TC
HD
DEPTH
CD
CR
cu
MS
NI
PB
2N
FE
YYHUDD
M
H
NG/L
HG/L
MG/L
HG/L
HG/L
NG/L
HG/L
MG/L
-¦ •
m m m m m
m m » •
• • —
m m • m
m m _ m
m ••
mm
m mm m
mm mm
m mm m
4iJfclt
1 . .1
1. 0
<
. 021"
.0200
< .9100
.0000
<
.0200
<
.0200
.4130
5.1"500
630714
1. J
1.3
<
.0040
<
.0230
< .3200
.0000
<
.020 0
<
.0200
.2300
3.1700
asrei?
1.0
1.0
.0040
<
.0200
. 01 00
.0000
.0200
.0200
.2260
5.9500
6 3t 922
1.3
1.0
.0070
<
.0200
< .0100
.0000
.0400
<
.0200
.2850
3.7400
fi3i02:
1.0
1.0
.0040
<
.0200
.0100
.0000
.0200
.0200
.1670
1.9600
t) 3111 7
1.0
1.0
<
.0040
<
.0200
.0200
.0000
<
.0200
.0200
.0880
1.7300
831215
1.0
1.0
.0040
<
.0400
. 0200
.0000
<
.0200
.0400
.2420
3.5900
64.11?
i. o
i. a
<
. C04?
<
.32C0
< .0100
.0000
.0300
<
.0200
¦ 3P20
7.0100
8S oi 3 i
l. :¦
1.3
<
. C 04 j
<
.02 33
.1100
,0000
.~200
.5200
<
.0200
.2370
5.3C00
1. 3
I. 0
<
.0043
<
.0200
. oioo
.0000
<
.0300
.1340
3.7000
I
vo
-------
APPENDIX K.
Washington State Department of Ecology
Water Quality Data, Mill Creek and Vicinity
-------
DEPARTMENT OF ECOLOGY
HEOT 21HMH .EI..E.AL - 2! »»«..!. 1»H JMCt « J«B
WATER QUALITY INVESTIGATIONS SECTION
09E0 7 0 MILL CREEK (KENT) AT 0 R I L L IA
STORET RINOR BASIN: PUGET SOUND STORET SUB BASIN: DUMARISK-GREFN
LATITUDE: 47 24 21.0 ELEVATION (FEET): 12 UATEfi CLASS: A
L0NG11UDE: 122 14 23.0 COUNTY: KING SE6RENT: 04-09-09
AGENCY: 21540000
TERA1NAL 1ST LEV 2ND LEV
STREAK DUES RILES
1311143 Oil.00 000.SO
STATE: WASHINGTON
3RD LEV 41H LEV 5TH LEV
DILES HILES AILES
003.14
STA TYPE: RAPTOX
61H LEV
DILES
00060
OOOIO
00300
00301
00400
00095
00530
31616
00070
00080
DATE
STREAM
HATER
DISSOLVED
DO
pH
CONDUCT VY
SOLIDS
FECAL
fURBIOITY
COLOR
FROH TIRE
DEPTH
FLOU
TERP
OXYGEN
PERCENT
STANDARD
« 25 C
SUSPENDED
COL1FORII
TURBhETER
PT-CO
TO
RETERS CFS-AVG
DEG-C
»q/l
SATURATN
UNITS
RICRORHOS
ig/1
/lOOil RF
NTU
UNITS
84/04/11 1520
16.2
10.4
6.7
59.7
6.8
309
41
63
51.0
220
84/05/22 144b
62.0
12.8
6.8
<3.9
7.0
184
74
520
90.0
160
84/06/27 1215
5.0
17.7
3.1
32.3
6.8
405
16
300
37.0
250
84/07/11 1120
3.7
15.5
3.6
35.9
7.0
530
22
940
61.0
270
84/08/07 1110
2.0
17.5
6.1
63.3
7.0
480
27
400
38.0
270
84/09/1V 1115
1.5
15.7
5.3
53.0
7.1
430
13
190
32.0
180
00620
00615
00610
00671
00665
00900
71900
01030
01040
01049
DATE
NITRATE
NITRITE
ARRDN1A
DIS-ORTHO
TOTAL
HARDNESS
RERCUKY
CHR0R1UR
COPPER
LEAD
FROM TIRE
DEPTH
T N03-N
T N02-N
T NH3-N
PHOSPHRUS
PHOSPHRUS
TOT CsC03
TOTAL Hg
DIS Cr
DIS Cu
DIS Pb
TO
RETERS
15/I
19/I
15/I
•j/l P
•g/l P
tg/1
ug/l
ug/1
uo/1
ug/l
84/04/11 1520
0.70
0.01K
0.57
0.07
100.0
0.06K
l.OK
12.0
1.0
84/05/22 1445
0.36
0.01K
0.56
0.06
60.0
l.OK
l.OK
l.OK
84/06/27 1215
0.95
0.01k
1.10
0.09
80.0
5.0
23.0
8.0
84/07/11 1120
1.50
0.01K
1.30
0.08
140.0
0.16
l.OK
10.0
1.0
84/08/07 1110
1.30
0.01K
1.30
0.26
0.05k
l.OK
14.0
l.OK
84/09/19 1115
1.80
0.01K
1.30
0.08
0.08
120.0
0.06K
2.4
23.1
l.OK
01090
01025
00340
00008
01065
01034
01042
0105!
0109J
01027
DATE
ZINC
CAORIUA
COD
LAD
NICKEL
CHROfllUR
COPPER
LEAD
ZINC
CADRIUH
FROR 1IRE
DEPTH
DIS Zn
DIS Cd
HI LEVEL
LOG
DIS Ni
T01 REC
TOT REC
TOT RFC
T01 REC
101 REC
TO
RETERS
ug/1
ug/1
¦g/l
NUMBER
ug/1
ug/1 Cr
ug/1 Cu
ug/1 Pt>
ug/l Zn
ug/l Cd
84/04/11 1520
470
6.40
34
1557
32
9.0
35.0
13.0
660
6.80
84/05/22 1445
113
0.90
2376
IK
13.0
30.0
50.0
415
6.60
84/06/27 1215
877
32
2900
24.0
50.0
70.0
935
18.50
84/07/11 1120
936
18.90
45
3097
62
l.OK
44.0
8.0
1262
25.20
84/08/07 1110
710
14.50
57
3444
104
8.0
61.0
12.0
1425
19.30
84/09/19 1115
1274
19.40
48
4130
157
19.1
71.9
l.OK
1915
23.70
K-l
-------
01.067
34210
34215
34030
32102
34301
34531
34506
34496
34511
DATE
NICKEL
ACROLEIN
ACRYL0N1-
BENZENE
CARBON
CHLORO-
12-D1CHL
111-TRICL
11-DICHL
112-TR1CL
FRON
TIDE
DEPTH
TOT Ni
TOT HATER
TRILE TOT
TOTAL
TETRA CI
BENZENE
OROETHANE
OROETHANE
OROETHANE
OROETHANE
TO
IIETERS
ug/l
ug/l
H20 ug/l
ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
84/04/11
1520
99
10.OU
5. Oil
2.011
2.0U
2.0U
2.0U
2.8
2.0fi
2.0U
84/05/22
1445
12
10.OU
5.0U
2.0U
2.0 Li
2 .OU
2.0U
2.6
2.0U
2.0U
84/04/27
1215
117
10.OU
5.0U
2.0U
2.0U
2.0U
2.0U
5.0
2.0U
2.0U
84/07/11
1120
82
10.OU
5.0L
2.0U
2. OU
2.0U
2.0U
8.0
2.0U
¦ 2.0U
84/08/07
1110
106
10.00
5.00
2. OU
2.0U
2.0U
2.0U
2.0 0
2.Oil
2.0U
84/09/19
1115
195
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.ON
2.0U
34516
34311
34576
32106
34501
34546
34541
34561
34371
34423
DATE
1122TETRA
CHLOROE
2-CHLOROE
CHLOROFRH
11DICHL0R
12TR01CHL
12D1CHL0R
13OICHL0R
ETHYL
IIETHYLENE
FROA
TIDE
DEPTH
CLOROTHNE
THANE
THYL VINT
WHOLE H20
OFTHYLENE
ORETHYLEH
OPROPANE
OPRDPENE
BENZENE
CHLORIDE
TO
IIETERS
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
84/04/11
1520
2.0U
2.0U
2.0U
6.4
2.0U
2.0U
2.0U
2.0U
2.01)
2.0U
84/05/22
1445
2 .OU
2.0U
2.0U
2.01)
2.0U
2.0U
2.0U
2. OU
2.0U
2. OU
84/04/27
1215
2. OU
2.0U
2.0U
14.0
2.0U
2.0U
2.0U
2.0U
2.0U
8.7
84/07/11
1120
2.0U
2.01)
2.0U
18.0
2.0U
2.0U
2.0U
2.01)
2.0U
8.6
84/08/07
1110
2.00
2.Oil
2.0U
2.Oil
2.011
2.0U
2.0U
2.0U
2.0U
41.0
84/09/19
1115
2.0U
2.0U
9.6
2.OH
2.0(i
2.0U
2.0U
2.0U
42.0
34418
34413
32104
32101
34488
34668
32105
34475
34010
39180
DATE
(IETHTL
flETHYL
BROflOFORB
BR0IMD1CL
TR1CHL0K0
DICHLORO
DlBRGftOCH
TETRACHLO
TOLUENE
TR1CHL0RD
FRON
THE
DEPTH
CHLORIDE
BROIIIDE
DHOLE H20
OROATHANE
FLRIITHANE
DIFRflTHNE
LORQHTHNE
ROETHYLNE
IN HATER
ETHYLENE
TO
IIETERS
TOT ug/l
TOT ug/l
ug/l
TOT ug/l
TOT ug/l
TOT ug/l
T01 ug/l
TOT ug/l
TBI ug/l
TOT ug/l
84/04/11
1520
2.0U
2.OU
2.0U
2.0U
2.0U
2.0U
2.0U
2. OA
2.0fi
11.0
84/05/22
1445
2.QU
2.0U
2.CU
2.0U
2.0U
2.0U
2.0U
2.OK
2.01)
4.9
84/04/27
1215
2.OU
2.0U
2.0U
2 Oil
2.0U
2.0U
2 .OU
2.2
2.0U
27.0
84/07/11
1120
2.0U
2.0U
2.0U
2.Oil
2.00
2.0U
2.0U
2.5
2.0U
31.0
84/08/07
1110
2.01)
2.011
2.0U
2.011
2.0U
2. OU
2.0U
2.7
2. Oft
15.0
84/09/19
1115
2.0U
2.0U
2 .OU
2.0U
2.0U
2.0U
2 .Oli
2.ON
2.0U
14.0
39175
DATE VINYL
FRGfl TIAL DEPTH CHLORIDE
TO DETERS TOT ug/l
84/04/11 1520 2.0U
84/05/22 1445 2.Oil
84/06/27 1215 2.0U
84/07/11 1120 2.0U
84/08/07 1110 2.0U
44/09/19 1115 2.OU
K-2
-------
1LPAKTMENT OF ECOLOGY
AGENCY 21540000 RETRIEVAL — 29 NOVERBER 1984 OFFICE OF HATER PROGRAIIS
HATLR OUALITY dANAGESLHT OIWISIOK
UATER QUALITY INVESTIGATIONS SECTION
09E090 KILL CP — KENT ON WEST VALLEY H U Y
STORET fllNOR BASIN: PUBtT SOUND STORE! SUB BASIN: DUVAH1SH-6REEN
LATITUDE: 47 25 15.0 ELEVATION (FEET): 25 WATER CLASS: A
L0N6ITUDE: 122 14 55.0 COUNTY: K1N6 SEGAENT: 04-09-09
A6ENCY: 21540000
TERMINAL 1ST LEV 2ND LEV
STREAM RILES RILES
1311143 011.00 000.60
STATE: VASH1N6T0N
3RD LEV 4TH LEV 5TH LEV
RILES RILES RILES
004.66
STA TYPE: RBPTOX
6TH LEV
RILES
00060
00010
00300
00301
00400
00095
00530
31616
00070
00080
OATE
STREAN
WATER
OISSOLVEO
00
pH
CCNOUCfVY
SOLIOS
FECAL
TUMIDITY
COLOR
FROR
TIRE
DEPTH
FLOW
TERP
OXYGEN
PERCENT
STANDARD
e 251
SUSPENDED
COIIFORR
TURBRETLR
PT-CO
TO
RETERS CFS-AVG
DEG-C
•g/1
SATURATE
UNITS
RICRORHDS
ig/l
/lOOil RF
NTIJ
UNITS
84/04/11
1400
16.2
10.1
7.7
68.2
6.8
250
13
80
20.0
190
84/05/22
0955
8.1
11.6
5.3
48.5
6.8
350
24
160
68.0
260
84/06/27
0935
5.6
16.3
4.2
42.6
6.7
260
16
610J
34.0
180
84/07/11
1030
3.0
15.0
4.6
45.4
6.7
328
10
4400J
41.0
180
84/08/07
0955
2.0
16.7
3.4
34.7
7.0
290
18
2500
25.0
130
84/09/19
1020
1.4
16.2
3.8
38.4
7.2
260
14
680
20.0
150
00620
00615
00610
00671
00665
00900
71900
01030
01040
01049
DATE
NITRATE
NITRITE
ARRONIA
D1S-0RTH0
TOTAL
HARDNESS
liERCURY
CHRORIUR
COPPER
LEAD
FROR
TIRE
DEPTH
T N03-N
T N02-N
T NH3-N
PHOSPHRUS
PHOSPHRUS
TOT CaC03
TOTAL Hg
DIS Cr
DIS Cu
DIS Pb
TO
RETERS
»g/l
¦ g/1
¦g/1
ig/l P
¦ g/1 P
ig/l
ug/1
ug/l
ug/l
ug/l
84/04/11
1400
0.36
0.01K
0.44
0.12
52.0
0.06K
l.OK
2.0
2.0
84/05/22
0955
0.42
0.01K
0.54
0.05
120.0
0.05K
2.0
l.OK
l.OK
84/06/27
0935
0.18
0.011!
0.49
0.12
92.0
l.OK
l.OK
l.OK
84/07/11
1030
0.43
0.01K
0.42
0.08
110.0
0.33
l.OK
2.0
1.0
84/08/07
0955
0.17
0.01K
0.53
0.30
0.37
O.OSK
l.OK
l.OK
l.OK
84/09/1?
1020
0.36
0.01
0.32
0.16
120.0
0.06*
0.3
12.7
l.OK
01090
01025
00340
oooot
01065
01034
01042
01051
01092
01027
OATE
ZINC
CAORIUR
COO
LAB
NICKEL
CHRORIUR
COPPER
LEAD
ZINC
CAORIUR
FROR
TIRE
DEPTH
DIS Zn
DIS Cd
HI LEVEL
LOG
DIS Ni
TOT REC
TOT REC
TOT REC
TOT REC
T01 REC
TO
RETERS
ug/l
ug/1
»g/l
NURBER
ug/l
ug/1 Cr
ug/l Cu
ug/l Pb
ug/l Zn
ug/l Cd
84/04/11 1400
19
0.20*
26
1555
IK
l.OK
13.0
14.0
102
0.60
84/05/22 0955
41
0.10K
2371
IK
4.0
l.OK
6.0
60
0.10
84/06/27 0935
4
0.10K
24
2894
13.0
20.0
14.0
20
0.40
84/07/11
1030
11!
0.10K
30
3096
IK
i.or.
18.0
11.0
3
0.10k
84/08/07 0955
IK
0.20K
29
3443
IK
l.OK
29.0
4.0
11
0.20K
84/09/19 1020
85
0.20K
37
4129
11
3.1
32.7
l.OK
126
0.20
K-3
-------
0* 04'
34210
34215
34030
32102
IW-
34506
34496
34511
DftTE
NICKEL
ACROLEIN
ACRYL0N1-
BENZENE
CARGOli
CHLORO-
12-D1CHL
111-TR1CI
11-01CHL
112-TR1CL
FROft
TINE
DEPTH
TOT Ni
TOT HATER
TRILE TO!
TOTAL
TEfRA CI
BENZENt
OROETHANE
OROETHANE
OROETHANE
OROETHANE
TO
RETERS
ug/l
ug/l
H20 ug/l
ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
84/04/11
1400
IK
10.OU
5.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.4U
2.QU
84/05/22
0955
IK
10.OU
5.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
84/06/27
0935
5
10.OU
5.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
84/07/11
1030
IK
10.0U
5.0U
2.0ft
2.0U
2.01)
2.0U
2.0U
2.0U
2.0U
84/08/07
0955
IK
10.OU
5.0U
2.0U
2.00
2.0U
2.0U
2.0U
2.0U
2.0U
84/09/19
1020
IK
2.0U
2.01)
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
34516
34311
34576
32106
34501
34546
34541
34561
34371
34423
DATE
1122TETRA
CHLOROE
2-CHLOROE
CHLOROFRft
110ICHL0R
12TR0ICHL
12DICHL0R
130ICHL0R
ETHYL
OETHYLENE
FROR
TIRE
DEPTH
CLOROTHNE
THANE
THYL VINY
UHOLE H20
OETHYLENE
ORETHYLEN
OPROPANE
OPROPENE
BENZENE
CHLORIDE
TO
RETERS TOT ug/l
TOT ug/l
TOT ug/l
TDT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
TOT ug/l
84/04/11
1400
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
84/05/22
0955
2.011
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
84/06/27
0935
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
84/07/11
1030
2.011
2.0U
2.0U
2.0U
2.0U
2.01)
2.0U
2.0U
2.0U
2.0U
84/08/07
0955
2.01)
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.011
2.0U
2.0U
84/09/19
1020
2.0U
2.0U
2.OK
2.0U
2.01)
2.0U
2.0U
2.0U
2.0U
34418
34413
32104
32101
34488
34668
32105
344,75
34010
39180
DATE
RE1HYL
(IETHTL
BROAOFORfi
BROftODICL
TR1CHL0R0
DICHLORO
D16R0A0CH
TETRACHLO
TOLUENE
TR1CHL0R0
FRQR
THE
DEPTH
CHLORIDE
BROttlOE
UHOLt H20
OROMTHANE
FLRHTHANE
DlFRRfHNE
LOROATHNE
ROEfHYLNE
IN HATER
ETHYLENE
TO
nETERS TOT ug/l
TOT ug/l
ug/l
TOT ug/l
TOT ug/l
TOT ug/l
T01 ug/l
T01 ug/l
TOT ug/l
TOT ug/l
84/04/11
1400
2.01)
2.0U
2.0U
2.0U
2 OU
2. OU
2.0U
2 .OU
2 OL1
2.0U
84/05/22
095b
2.01)
2.0U
2.0U
2.01)
2.01)
2.0U
2.0U
2.0U
2.0b
2.0U
84/06/27
0935
2.Oil
2.0 V
2.0U
2.0U
2.0U
2.011
2.0U
2.0U
2.0U
2.0U
84/07/11
1030
2.01)
2.0U
2.QU
2.0U
2.0U
2.01)
2.0U
2.0U
2. OA
2.0U
84/08/07
0955
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
2.0U
84/09/19
1020
2.0U
2.0U
2.9U
2.0U
2.0U
2.0U
2.0U
2.0U
2. OU
2.OH
39175
DATE VINYL
FROfi HUE DEPTH CHLORIDE
TO DETERS TOT ug/l
54/04/11 1400 2.Oil
84/05/22 0955 2.OU
84/06/27 0935 2.0U
84/07/11 1030 2.0U
84/08/07 0955 2.0U
84/09/19 1020 2.0U
-------
APPENDIX L.
U.S. Environmental Protection Agency
Report of Western Processing Vicinity
Mav 1982 Survey
-------
administratively reviewed within tPA
and is for internal Agency use/
distribution only."
July 22, 1982
WESTERN PROCESSING VICINITY SURVEY
(Intensive Field Study of May 20-21, 1982)
INTRODUCTION
Western Processing Co., Inc. (7215 South 196th, Kent, Washington)
has been in operation since 1957, initially as an animal
by-product/brewer's yeast reprocessor and more recently as a recycler
& reclaimer of a broad spectrum of industrial waste materials.
Inspections by Washington Department of Ecology, Seattle Metro, and
EPA, going back to 1979, have shown potential operational problems
with the site which may be resulting 1n introduction of waste
materials to surface waters by direct runoff and/or by seepage to
ground and then discharge to Mill Creek (commonly referred to as
County Drain #1) via springs along the Western Processing Company's
west boundary and/or immediately downstream from the processing site.
Recent surface water samples collected near the site by both DOE
and Metro show elevated heavy metals and specific conductance levels,
apparently from contaminants seeping from the site.
The purpose of EPA's field study was to collect surface water, ground
water, and sediment samples both upstream (upgradient) and downstream
(downgradient) from the site in order to verify other agency findings
and to determine if off site influences from this facility were
readily documentable in the form of elevated priority pollutant
levels.
Figure 1 shows the local drainage as it existed at the time of the
survey. Mill Creek, flowing at approximately 3 cfs, was quite turbid
at all stations sampled. The east drain, which drains an area to the
south and, east,-was septic and had an estimated flow of 0.1 cfs.
The east ditch was dry on May 20-21. This ditch receives storm
runoff from a limited area along the east property line of Western
Processing and possibly receives process waste discharge on occasion
(hoses were noted drapped across the fence and personal communication
between citizens using the jogging path and EPA investigators
Indicates that discharges from these hoses have been observed in
the past). A low area or depression located north of S. 196th,
which would receive flow from the east ditch, was dry. The east
ditch contained some water in October, 1981, (personnel communication
from Jack Sceva). Water entering the depression would either
evaporate, spill over into Mill Creek, or perculate to Mill Creek
through the soil zone. Figures 2A, 28, and 2C show the site plan ana
cross section information for the vicinity of Western Processing.
SAMPLING PROGRAM
The sample stations shown on Figure 3 were selected in an attempt to
determine existing conditions upstream, adjacent to and downstream
from the Western Processing site. Sediment samples were obtained
6!7 l_1 -'v ? £
-------
1
L.0*0
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Picture* t. We.s4ern ProcessAre^k.
(/lot 4© sc»|fc)
L-2
-------
51Lf.il
~
developed from aerial photograp
Kf-€_ *2- A
L-3
-------
A
N
South
196 th
Street
WESTERN PROCESSING
Mill Creek
Road
Pont
Road
20
Scale 1:24000 Horizontal
1:240 Vertical *Corps of Engineers map:
From aerial photograph 4/1
CROSS SECTION A - A'*
WESTERN PROCESSING, INC.
KENT, WASHINGTON
F»'duur-e 2- IS
-------
Scale.1:1200 Horiz.
1:120 Vert.
Railroad Tracks
Mill Creek
WESTERN PROCESSING
LIQUID
DISPOSAL CO.
Bike Trail
Road
Drainage Ditch
Rail road. Tracks
Hill Creek
WESTERN PROCESSING
Storage
Tank
Bike Trail
Road
Drainage
Ditch
Railroad Tracks B'
WESTERN PROCESSING
Bike Trail
MATLACK,
INC.
MCDONALD
INDUSTRIES
Culvert !
0ra1nage">art ,
Ditch Orainage Oitch
CROSS SECTIONS 8-8't C-C', D-D1* *Corps of Engineers roap:
WESTERN PROCESSING, INC. From aerial photograph 4/16/80
KENT, WASHINGTON
-------
r
s?
S.ncPst.
s-u..74*g
Sto. B A*©
sVt.
dr«*~
?exmd)
S>VS
, yCO~$\
pre^lfh
Figure, 3 • Sft^wipU. l$C*d"»0rt,S f/z&'Zl/$?
(y\c^ 4o
L-6
-------
on all four sides of the property to characterize past or present
drainage influences. Surface water samples were taken from standing
water to the south as well as from several points in Mill Creek and
the east drainage. And finally, well point samples were taken
upstream, adjacent to the property, immediately downstream as well »as
downstream from the intermittant spring area referred to in the
introduction. The well point samples were intended to measure
possible contamination of the interstitial ground water directly
below the stream bed.
Station locations and types of samples collected at each station are
as follows:
Station Locations & Sample Type
Station 1 - Upstream edge of bike path bridge - Mill Creek.
(Surface water sample and sediment sample).
Station 2 - East drain, 20 ft. upstream from mouth.
(Surface water and sediment samples)
Station 3(A&B) - Mill Creek north of 196th St. and
immediately downstream from intermittent pond
spring/overflow point. (Surface water, well
point & sediment samples).
Station 4 -
Station 5 -
Station 6(A)
Station 6(6)
Dry Pond area north of east ditch - north edge.
Approximately 20 ft. south of second power pole N
of 196th. (Sediment sample).
Dry pond area north of east ditch - south edge
approximately 15 ft. S. of property corner W of
bike path and N. of 196th. (sediment sample).
- Mill Creek - upstream edge of 196th St.
bridge. (Surface water and sediment sample).
- Mill Creek - downstream edge of 196th St.
bridge. (Well point sample).
Station 7(A&B) - Mill Creek,s?40 ft. downstream from foot .
bridge. (Surface water, sediment and well point
samples).
Station 8(A&B) - Mill Creek, ^40 ft. downstream from highway
181 bridge. (Surface water, sediment & well
point samples).
Station 9 - East ditch, ^270 ft. north of Western Processing
S. property line. (Sediment).
L-7
-------
Station 10 - "Stagnant" pond located south of Western
Processing. Samples collected #120 ft. E. of
access road running N-S. (Surface water and
sediment samples).
Station 11 - East drain at point it crosses RR#215 N- of
Western Processing - south property line.
(Surface water and sediment sample).
SAMPLING METHODS
Surface water samples were collected by dipping the sample container
into the stream. The sampler wore hip boots and rubber gloves to
avoid contamination from the sampled media. Samples were taken from
mid stream, immediately below the water surface. The following
quantities were collected at each station:
(a) 1 gallon for extractable analysis (glass jar with teflon
liner),
(b) 1/2 gal. for phenols (glass jar with teflon liner),
(c) 1/2 gal. for herbicides (glass jar with teflon liner),
(d) 1 quart cubitainer for metals,
(e) 1 quart cubitainer for cyanides, and
(f) 2 each - 20 ml. VOA containers for volatiles.
Well point samples were collected by driving a K-V Associates Model
12 well point sampler to a depth of five feet below the stream bed
and pumping from the well point with a vacuum pump (part of the model
12 equipment). One quart of pumped water was wasted prior to sample
collection. The same series of samples as for surface water was
collected.
Sediment samples were collected using a clean garden shovel and
placed in either 1 quart or 1/2 gallon glass bottles with teflon
liners.
All samples were tagged and documented with station number, analysis
required, date and time of sample and initialed by the sampler at
the time of sampling. Samples were maintained 1n the custody of
the sample team and delivered to the Region 10 lab by a member of
the team on the date of sampling.
Quality Assurance
A field transfer (container opened fc resealed in the field) and a
field transport (sealed) blank were Included as controls, to be
analyzed along with the water and sediment samples. Prior to
L-8
-------
sampling with the well point, the sampling device was cleaned with
acetone, methonal, and distilled water. One gallon of wash water
was wasted and a second gallon collected as a QA sample. Between
sampling stations the well point and attachments were cleaned using
methonal and one gallon of distilled water and then air dried.
The sediment sampler (shovel) was cleaned prior to use and between
stations using distilled water, acetone, methanol and finally
distilled water and then air dried.
Streamflow Measurement
The streamflow of Mill Creek was measured at four stations (1, 6,
7, & 8) using a Gurley current meter. The stream cross section was
divided into segment*; on 1/2 ft. centers from the left bank to the
right and the current meter was placed at 6/10 of the stream depth
(measured from the water surface). The velocity of flow in each
segment was determined by the revolutions per minute of the meter.
The streamflow for each station was then determined by totaling the
product of each segment's cross sectional area and velocity for all
segments.
Parameter Coverage
Analyses were completed for all priority pollutants as well as
additional contaminants identified under the Primary Drinking
Water Regulations for each station (both sediment and water
samples). Additionally, the water samples were analyzed for
pH and conductivity. The EPA regional laboratory used approved
EPA laboratory methods and followed associated QC procedures for
all determinations.
STORET
STORET numbers assigned each station are as follows:
Station No.
STORET Secondary No.
11 H009
2
11 H010
3A
36
11 HOI 1
11 H012 (well point)
4
11 HOI 3
5
11 H014
6A
6B
11 HOI 5
11 H016 (well point)
L-9
-------
Station No.
STORET Secondary No.
7A
7B
11 HOI 7
11 H018 (well point)
8A
8B
11 H019
11 H020 (well point)
9
11 H021
10
11 H022
11
11 H023
RESULTS
On the first day of sampling a light oil sheen was noted on Mill
Creek in the morning. The sheen was present at 10:4S am, at the
time station 1 was sampled but was no longer observed at the end of
the day (3:10 pm when station 8 was sampled). Sampling and analysis
for oil was not within the scope of this study however; since a sheen
was noted and since oil sheen has also been observed on Mill Creek
upstream from Western Processing (H. Aldis - E&E personal communica-
tion) on 7/28/82, that fact is stated here for future consideration.
Tables 1, II, and III present the analytical results of the survey.
Only those chemicals identified as present are reported in the
tables. Numbers followed by an "m" indicate the chemical was
identified as present but at concentrations less than the limits
of quantification. If the chemical was also present in one of
the QA blanks at 20% of that in the sample, the sample value was
considered as invalid, rejected, and thus is not reported here.
Eight contaminants were found in one or more of the blanks at
concentrations sufficient to trigger data rejection as follows:
Chromium - 14 rejections
Lead - 5 rejections
Mercury - 13 rejections
Copper - 17 rejections
Nickel - 2 rejections
Phenolics - 7 rejections
Bis (2 ethyhexyl)
phthalate - 5 rejections
Di-n-butyl phthalate - 2 rejections.
Blank sample data are given in Table IV.
L-10
-------
I(
1 I
»;
l «
I <
t -
tf
1 c
7<
71
r,
7*
7<
7
71
71
)(
I
7
1
4
s
6
7
•
9
10
II
II
IS
>4
13
14
17
l»
If
70
31
77
23
74
IS
76
77
ai
79
M
Water Data*
Station
jlab Number
Oate Sampled
Time Sampled
est. stream flow
_8A
{surface
water)
febc
W
ll
{well point)
20i
4/2'
8B
15;'0
7A
(surface
water)
.fall
ii
70
well point)
rar
5/;n
/o<
Ot)
(surface
water)
6A
EC 0 2
5/20/
37
cf
6B
well point)
h]/2vM
I2:|3f)
3A
(surface
water).
ido
si
I9<
2p
3B
1
10
(well point)(surface
water)_
5$._
is
az
df
(surface_
water;
_
:iy.\i
:fc>
B/N
i1 '
'Parameters
i!
Fraction:
I'Acenaphthene
';Isophorone
iNapthalene
I jB1s (2 ethyl hexyl) phthalate
i Di-n-butyl phthalate
[ ;D1-n-octyl phthalate
AcidJFractlon:
'2,4 dlchlorophenol
I jj2,4 dimethyl phenol
! 'phenol
j ,!***tetrachlorophenol
j |***pentachlorophenol
VolatHes:
ill,2 dlchloroethane
'¦1,1,1 trichloroethane
:!l ,1 dlchloroethane
Chloroform
1.1 dlchloroethylene
1.2 trans dlchloroethylene
Ethylbenzene
Methylene Chloride
3;!(
31
In
3"
0C1
O'.Ofl
d.b(i«
1 57
6m
14
4.
j
)0i
362
l.p
_4.f
,120
0.6^2
-t ti
roi
04-
3l
•All data reported in ua/I units
•^Station 10 is located in pond«
^/Vnalyred by Gas Chromatographj
noF
eat
r$ar\1'
das
&
-J V)
5
5
eu
nq| p«1
e rna
tenty*
"ft Hn1ief3 m*
Jr
Ml
1 Cr
;ek,
-------
Water Data
Table I (cont.)
Western Process1 ng_V 1 c 1 n 1 ty Survey.,May .20-21,
.1982
Station #
Vola,tiles: (cont.J,
Tr1chlorof1uoromethane
Tetrach1oroethy1ene
Toluene
Trlchlorethylene
Pesticides:
-i
4,4" DDT
4,4' DDE
Total/Dissolved
„ Arsenic
1. Beryl 11um
jj Cadmium
|! Chromium
'' Copper
ij Lead
'¦Mercury
n
;Nickel
j| Selenium
l,S1 lver
'Z1 nc
Pic 1*150)
. (10)
(50)
(50)
' (2)
(10)
8A
30
20
2_
8B
17 li
f;
25
I?4»i
?3 !
I
l'fii
15M
10
7A
u-
I
<8
15(
78
P
747
39
2<
50
6A
',12 3
,j5J
$
261
72k
I
180
180)
6B
•¦5
ill
'4' I1
8'II
(7
3A
250
1823
3B
10
10
-1m
2
1 1
41
0.
I?
J P.
483
I-
11
J
i" 1
:o
I i
4)
10
L
pii-
|12S
»ob
\
C:::
f-
35.
6.1
1780
20
I 'i
Phenol1cs:
dvalllde:
pH (units)
Conductivity (u mhos)
5
32
no
stai
5ip
1
P2
TO
6
W9
2'I!
5iKl
20?
•5
>
600
M
I; 1:
15.
.7
lilO
5.
2-
84 _
-------
Sediment Data*
Table II
Western Processing Vicinity Survey - May 20-21, 1982
I: Station 9
,
II
jj
|Lab Number
I iDate Sampled
j jjnme Sampled
Parameters
B/NFractlon:
1 *
, Acenaphthene
! iFluoranihene
| Iwapthalene
j jBIs {2-ethyl hexyl) phthalate
I JBenzo (a) anthracene/Chrysene
1 'Benzo (a) pyrene - (estimate)
flctd
5/20/32
5/20/
r ot (d
tatlur
)ns 8,
q downst
rear .
'perils Jrql
om s
|3.4 benzofluroanthene J .
Benzo (k) fluoranthene\ nZ1
Acenaphthylene
Anthracene and/
Phenanthrene^ , /'
Fluorene
Fraction:
Pentachlorophenoll by RC/MS
t RC
iPhenol
jlTetrachlorophenol (by GC )
;* All data reported 1n ug/kg un ess
* Stations sequenced from upstritani
East Ditch dra1nage> and stati
-------
Station f
Volatile .Fraction:
Benzene
||1,2 Dlchloroethane
j1,l,l Trlchlorethane
'l,l Dlchlorethane
1,1,2 Trlchloroethane
;1,1,2,2 Tetrachloroethane
iChloroform
|il,l Dlchloroethylene
jl,2 Trans Dlchloroethylene
.Ethyl benzene .
Methylene Chloride
|Dlchlorod1f luoromethane
•tetrochlorethylene
!Toluene
VrIchloroethyl ene
Pesticides:
4,4' DDE
#>CB - 1254
t»CB - 126D
Metals - EP Toxicity (ug/1):
Limits:
!kooo
5000
|i5000
50
Beryllium
Cadmium
Chromium
Copper
Learf
Mei
-------
Station #
Heta
A
s Cont. - EP Tox. ug/l_
Limits:
Nickel
Zinc
: 100,000 Barium.
I - 1
Cyanide
t'helol Ics
i i;
: !i
-------
1
2
3
4
5
6
7
a
9
10
II
12
13
W
13
16
17
18
19
20
21
22
23
24
23
26
27
20
29
30
31
Table III
Western Processing Vicinity Survey
East Drain Data
May 20-21t 1982
n — n
11 (sediment):? (water) ,? (sediaent)
11 (water)
Station #
uq/kq
ug/kg-
Units
Lab Number
Date Sampled
Time Sampled
11.40
Est. Stream Flow
I 0.1•CTS
Parameters
B/f! Fraction
Fluoranthene
Napthalene
Dl-n-octyl phthalate
Antnracene/phenanthrene
'0.2m'
Pyrene
Acid Fraction:
2,4 dlchlorophenol
2,4 dimethyl phenol
Phenol
Molatiles:
1,2 dichlorethane
1.1.1 trichloroethane
1.1 dichloroethane
Chloroethane
Chloroform
1,1 dichloroethylene
1.2 trans dichloroethylene
Methylene Chloride
Tetrachloroethylene
Toluene
Trichloroethylene
claes:
4,4' DOT
4,4' DOE
4,4' ODD
isoly
(EP:Tox.u15100
9,800
?nn
333 ug/ky
Barium
175 ug/kg
Pheriblics
I -i.
Qyanide
I*
vitv (umhos)
L-16
-------
Table IV
Quality Assurance Data *
Western Processing Vicinity Survey
Parameters
Transter Blank
B/N Fraction:
Bis (2-ethyl hexyl) phthalate
Dl-n-butyl phthalate
01-ethyl phthalate
0.4
Metals:
(Dissolved)
Chromium
Copper
Lead
Mercury
Nickel
3
9
0.1
(Total)
Arsenic
Cadmium
Chromium
Copper
Lead
Mercury
Nickel
Silver
3
11
1.3
Phenolics
5m
Transport Blank
Well Point Blan
0.5
1.9
0.16
3
11
0.1
7
6
4
0.1
2
3
6
1.2
6
0.2
7
12
20
0.1
4
0.3
5m
~All concentrations 1n ug/1 »
-------
Surface Water Samples
Samples collected in Mill Creek show a marked increase in priority
pollutants (both in quantity and variety) over the re'ath of stream*
monitored as shown below:
I Number of
I Station
Compounds
I Concentration of I
j Total Quantifiable I
I Pollutants |
I (uq/1) 1
Stream
Flow
(cfs)
j Quantity of |
I Pollutant |
1 (lb/day) I
1 8
6
1 1
1 31 |
1 1
3
1 1
1 0.5 |
1 1
I 7
12
1 1
I 234 |
1 1
1 1
1 1
1 1
1 6
24
1 1
I 2549 |
I I
3.37
1 1
1 46.3 |
1 1
1 3
21
I 1
| 2418 |
| |
1 1
1 1
j j
I 1
23
I 2468 |
1 1
3.5
1 46.6 |
1 1
Since there is a wide variation in impact of one priority pollutant
compared to another, and there may be synergistic and other effects
from various combinations of chemicals, the significance of the above
comparison is not clear; however, the data is presented in this manner
to demonstrate the magnitude of in-stream pollutant changes in the
vicinity of Western Processing.
Station 10, a small pond to the south of Western Processing appears
to receive the majority of its inflow from a limited area to the
southeast, along the west side of the jogging path. Seepage from
Western Processing may also contribute to the pond. Seven compounds
were identified with a combined concentration of 38 ug/1.
Stations 11 and 2 are located in a drain running between the jogging
path and railroad tracks east of Western Processing. Contaminated flow
enters this ditch from the southeast as can be shown from the upstream
sample results of 11 compounds present and a combined concentration of
495 ug/1 (estimated flow <£0.1 cfs). There is a significant increase
in compounds at the downstream sample point (station 2) with 22
chemicals and a 9,668 ug/1 combined concentration (est. flow 0.1 cfs).
There 1s no apparent surface input to the ditch between the stations;
however, the elevation of the ditch is several feet lower than the
Western Processing site elevation and ground water seepage from the
direction of Western Processing may be a contributor to the increased
contaminants in the ditch.
L-18
-------
Sediment Samples
The most contaminated surface water station on Mill Creek (6) also
had the largest sediment contamination - 31 compounds with a combined
concentration of over 87,000 ug/kg. For comparison, sample results
for upstream stations 8 & 7 had respectively 11 and 9 compounds and
1,128 ug/kg and 806 ug/kg concentrations. Downstream stations 3 & 1
registered 14 and 16 compounds and 4,439 ug/kg and 892 ug/kg
respectively.
Sediments in the east ditch and intermittent pond represented by
Stations 9, 5, & 4 were also highly contaminated with 32 compounds
identified at Station 9 (955,600 ug/kg). 23 at Station 5 (225,400
ug/kg) and 19 at Station 4 (75,500 ug/kg)<> There is no obvious
source of flow to this ditch other than from Western Processing
property. During high flow periods, the pond would drain to Mill
Creek just upstream from Station 3. It is likely that springs
noted by DOE Redmond (6. Gregory) on April 2, 1982, upstream from
Station 3 are fed from the same pond as it seeps to ground and
dries up.
Well Point Samples
Accurate interpretation of the well point sample data is not presently
possible due to lack of essential hydrological data. The missing data
deal with micro and macro hydrogeology of this site. Mill Creek is
a line discharge boundry for regional flow in the unconfined (water
table) aquifer. This aquifer may have local (micro scale) variations
in flow direction, particularly in the immediate vicinity of a dis-
charge boundry. Such variations 1n flow result from the presence of
zones of higher or lower permeability ("aquatard" or "aquifuge"); and
factors such as the extent of sealing along the bottom of Mill Creek.
Additional factors controlling the hydrology at this location involve
the possible mounding of ground water at the Western Processing site.
Such a condition could result in shallow flow in directions other
than that of the principal flow (regional flow). Before a detailed,
quantitative statement could be made concerning mass loading of
contaminants to Mill Creek, a thorough, detailed, hydrogeological
investigation would be required.
The Information obtained represents the quality of interstitial (that
is ground water moving generally towards the surface stream or with
the stream) water at points along the creek. Taken at a depth of
five feet below the stream bottom, the samples indicate the presence
of contaminants; however, the source of these contaminants cannot be
determined with present data.
Figures 4, 5, and 6 represent graphically the distribution of total
compound concentrations at each sample point in the study area.
Each bar chart is divided into base/neutral, acid, volatile and
metals fractions to demonstrate the type of compounds most present
at each station.
L-19
-------
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-------
Criteria Exceedance
Several suspected carcinogens are included in the chemicals identified
duFing this study. These include but are not necessarily limited to
the following:
trichloroethylene
tetrachloroethylene
tetrachlorophenol
1,1,1 trichloroethane
1,1 dichloroethane
chloroform
1.1 dichloroethylene
1.2 trans-dichloroethylene
methylene chloride
None of the above compounds were found individually at concentrations
considered acutely toxic for humans as cited in EPA's Water Quality
Criteria Documents (Federal Register Vol. 45. No. 231, Nov. 28, 1980).
The drinkiny water standard for cadmium (10 ug/1) was exceeded at
three surface water stations: 6 (38 ug/1), 3 (29 ug/1), and 1 (34
ug/1). The EP Toxicity limit for cadmium (1,000 ug/1) as well as
lead (5000 ug/1) were also exceeded at sediment Station 9 (2850 ug/1
& 43,200 ug/1 respectively).
In addition to the above, the suggested aquatic life criteria for
several chemicals were exceeded as follows:
I Parameter
I Water Quality Criteria
I (24 hr. avq.)
1 1
I Stations with |
I Possible Exceedance j
I Cadmium
I Chromium
r
10.012 - 0.051 ug/1
i (hardness dependent)
I 0.29 ug/1
1 1
1 1
1 8, 7, 6, 3, 1, & 2 |
I 6, 3, & 1 |
j j
1 Lead
1
10.75-20 ug/1
I (hardness dependent)
j
1 1
1 7, 6, 1, 10, & 11 |
j j
! Nickel
! 59-160 ug/1
I (hardness dependent)
i
1 1
1 G, 1, & 2 |
1 j
1 Zinc
1 47
I 7, 6, 3, 1, 11, & 12 |
I |
I Cyanide
j
I 3.5
1
1 8, 7, 6,-3, 1, 10, I 11 |
1 1
L-23
-------
CONCLUSIONS & RECOMMENDATIONS
From the data obtained as a result of the May 20, and 21, 1982,
survey it may be concluded that the surface water (Mill Creek) was
more contaminated downstream from Western Processing on those dates
than it was upstream. In addition to Western Processing one other
company, Lidco, a waste hauler located across Mill Creek from
Western Processing, may be considered suspect because of the nature
of its business. The scope of this study was not broad enough to
establish a definite source of the stream contamination between
stations 7 and 6. While the general cleanliness of the Lidco site
does not suggest current practices contributing to stream pollution,
past practices are .in unknown.
The chemical contamination of soils in the ditch east of Western
Processing is an entirely different matter. The drainage to that
ditch has no apparent source other than Western Processing.
Tne highly contaminated sediment found at station g, including EP
toxicity exceedance is likely a direct result of Western Processings
activities.
Additional surface waier studies may be consioered during "wet
weather" conditions to add to the data base and better document tne
movement of contaminants from the inmediate vicinity of Western
Processing. However the data presently available clearly
demonstrates a significant influence in the level of contamination
from the study area.
EPA has previously suggested construction of several shallow test
wells arouno the perimiter of Western Processing to aefine the
source, movement & magnitude of contamination. Such a study
expanded to include additional sediment analysis could prove
valuable in better assessment of the problem and definition of
criteria exceedance.
L-24
-------
APPENDIX M.
U.S. Environmental Protection Agency
Water Quality Data for Mill Creek Survey,
January 1984
-------
U.S. Environmental Protection Agency, Region X, Environmental
Services Division, Field Operations and Technical Support
Branch. Hydrologic Data for Mill Creek Survey. (unpublished)
January 1984.
These data were obtained from Region X EPA files and include
results from the Mill Creek water quality and sediment survey
conducted in January 1984. Metal loadings were calculated
for Mill Creek using January 1984 and May 1982 survey results.
M-1
-------
MTU. CREEK METALS LOADING
*************** January, 1984 Survey **************
FLOW (cfs)
STATION
7.n
Pb
Cu
Ni
Cr
Diss.
Total
Diss.
Total
Di ss.
Total
Di ss.
Total
Diss.
Total
15.51
Station 1
13.19
Station 6A
lb/Day ->
Pg/1. ->
54.3
649
60.7
729.0
0.3
3.0
1.3
15
3.8
46.0
11.7
140.0
5.9
71.0
6.8
81.0
0.6
7.0
1.7
20.0
lb/Day ->
ug/i. ->
45.3
637.0
49.3
695.0
0.1
2.0
l.ll 3.1
16 o| 44.0
7.2 1 4.8
101.0 | 67.0
5.3I 0.6
75.01 8.0
1.3
19.0
11.17
Station 8A
lb/Day -> 1 2.3
yg/1. -> | 38.0
1.9 1 0.1
32.0 | 2.0
0.8
14.0
0.8
14.0
4.9 1 3.2
78.0 | 53.0
3.4
56.0
—
—
3.5
Station 1
lb/Day ->
WE/1. ->
*************** May, 1982 Survey ***************
33.6
1780
A3.A
2300
0.08
4.0
0.4
20.0
2.4
125.0
.04
2.07
4.9
261.0
0.5
29.0
0.7
36.0
3.37
Station 6A
lb/Day ->
Mg/1. ->
32.7
1800
40.9
2250
0.2
11.0
0.4
20.0
2.1
116.0
3.3
180
4.7
261.0
0.5
26.0
0.4
24.0
I 3.0
Station 8A
lb/Day ->
Ug/1. ->
0.3
20.0
0.5
30.0
0.4
24.0
0.1
7.0
0.2
14.0
-------
METALS - MILL CREEK - WATER - TOTAL
(ug/l)t (ug/1) (ug/1) (ug/1)
COMPOUND
STATION 1
STATION 6A
PIPE
STATION 8
ARSENIC
(As)
lu
lu
lu
lu
ANTIMONY
(Sb)
lu
lu
lu
lu
BERYLLIUM
(Be)
• 2u
.2u
.2u
.2u
CADMIUM
(Cd)
11.2
10.8
44.2
.2u
CHROMIUM
(Cr)
20
19
8
lu
COPPER
(Cu)
140
101 ,
435
78
LEAD
(Pb)
15
16
17
14
MERCURY
(Hg)
,06u
• 06u
.06u
.06
NICKEL
(Ni)
81
75
633
56
SELENIUM
(Se)
lu
lu
2
2
SILVER
(Ag)
.2
2.3
.2
.6
THALLIUM
(Tl)
lu
lu
lu
lu
ZINC
(Zn)
729
695
6800
32
* The letter u indicates that the compound was not detected at the level of
detection indicated; the letter n indicates that the compound was detected
below the limit of quantification indicated.
t Micrograms per liter, or parts per billion.
M-3
-------
VOLATILES CONCENTRATIONS - MILL CREEK - WATER
COMPOUND
-------
VPLATILES CONCENTRATIONS - MILL CREEK - WATER (CONTINUFD)
(ug/l)t
(ug/l)
(ug/l)
(ug/l)
COMPOUND
STATION 1
STATION 6A
PIPE
STATION 8
CHLO RODIBROMOMETHANE
2u*
2u
2u
2u
TETRACHLOROETHYLFNE
2m
2m
2m
2v
TOLUFNE
2u
2u
6.4
2\i
TRICHLOROETHYLENF,
n
15
4.3
2\i
VINYL CHLORIDE
2u
2u
2u
2xi
* The letter u indicates not detected at the detection limit shown; the letter
ni indicates that the compound was detected, but below the limit of quantifi-
cation shown.
t Micrograms per liter, or parts per billion.
M-5
-------
BASE/NEUTRAL COMPOUNDS - MILL CREEK - WATER
(|jg/l)t (vg/l) („g/l) („*/!)
COMPOUND
STATION I 1
STATION 6A
PIPE
STATION 8
ACENAPHTKENE
0.05u*
0.05u
5u
0.05u
BENZIDINE
0.2u
0.2u
20u
0.2u
1,2,4-TRICHLOROBENZENE
O.lu
O.lu
lOu
O.lu
HEXACHLOROBENZENE
O.lu
O.lu
lOu
O.lu
HEXACHLOROETHANE
O.lu
O.lu
lOu
O.lu
BIS(2-CHLOROETHYL)ETHER
0.05u
0.05u
5u
0.05u
2-CHLORONAPHTHALENE
0.05u
0.05u
5u
0.05u
1,2-DICHLOROBENZENF,
O.lu
O.lu
lOu
O.lu
1,3-DICHLOROBENZENE
O.lu
O.lu
lOu
0. lu
1,4-DICHLOROBENZENE
O.lu
O.lu
lOu
O.lu
3,3-DICHLOROBENZIDINE
O.lu
O.lu
lOu
0. lu
2 ,4-DINITROTOLUFNF.
0.3u
0.3u
30u
0.3u
2,6-DINITROTOLUENE
0.3u
0.3u
lOu
0. 3u
1,2-DIPHENYLHYDRAZINE
O.lu
O.lu
5u
O.lu
FLUORANTHENE
0.05u
0.05u
lOu
0.05u
4-CHLOROPHENYL PHENYL ETHER
O.lu
O.lu
lOu
O.lu
4-BROMOPHENYL PHENYL ETHER
0.3u
0.3u
30u
0.3u
BIS(2-CHLOROISOPROPYL)ETHER
0.05u
0.05u
5u
0.05u
BIS(2-CHLOROETHOXY)METHANE
0.05u
0.05u
5u
0.05u
HEXACHLOROBUTADIENE
0.2u
0.2u
20u
0.2u
HEXACHLOROCYCLOPENTADIENE
0.5u
0.5u
50u
0.5u
ISOPHORONE
0.03u
0.15
3u
0.03u
NAPHTHALENE
0.03u
0.13
3u
0.06
NITROBENZENE
0.05u
0.05u
5u
0.05u
N-NITROSODIMETHYLAMINE
M-6
-------
BASE/NEUTRAL COMPOUNDS - MILL CREFK - WATER (CONTINUED)
(yg/l)t (gg/1) (pg/1) (ug/1)
COMPOUND
STATION 1
STATION 6A
PIPE
STATION 8
N-NITROSODIPHENYLAMINE
l.Ou*
l.Ou
lOOu
lu
N-NITROSODI-N-PROPYLAMINE
0.4u
O.Au
40u
.4u
BIS(2-ETHYL HEXYL)PHTHALATE
llOu
53u
30u
lOOu
BUTYL BENZYL PHTHALATE
0.03u
0.03u
3u
0.03u
DI-N-BUTYL PHTHALATE
0.13u
0.13u
5u
0.13u
DI-N-nCTYL PHTHALATE
0.8u
0. Ru
5u
1 .pu
DIETHYL PHTHALATE
0.05u
0.05u
5u
s
to
o
•
o
I
DIMETHYL PHTHALATE
0.05u
0.05u
5u
0.05u
BENZO(A)ANTHRACENE
0. lu
0. lu
lOu
0. lu
BENZ0(A)PYRENE
0.2u
0.2u
20u-
0. 2u
3,4-BENZOFLUORANTHENE
0. lu
0. lu
lOu
0. lu
BENZO(K)FLUORANTHENE
0. lu
0. lu
lOu
0. lu
CHP.YSEN'E
0. lu
0.1 u
lOu
O.lu
ACENAPHTHYLFNE
0.05u
n.05u
5u
0.05u
ANTHRACENE
0.05u
0.05u
5u
0.05u
BENZO(GHI)PERYLENE
0.3u
0.3u
30u
0.3u
FLUORENE
0.05u
0.05u
5u
0.05u
PHENANTHRENE
0.05u
0.05u
5u
0.05u
DIBENZO(A,H)ANTHRACENE
0.4u
0.4u
40u
>
0.4u
IDENO(1,2,3-CD)PYRENE
0.3u
0.3u
30u
0. 3u
PYRENE
0.05u
0 .ORu
5u
0.1
TCDD
ND
ND
ND
ND
* The letter u Indicates that the compound was not detected at the level of de-
tection shown; the letter m Indicates that the compound was detected, but be-
low the level of quantification shown.
t Micrograms per liter, or parts per billion.
M-7
-------
ACID COMPOUNDS - MILL CREEK - WATER
< ug/l)t
(ug/1)
(yg/i)
(yg/l)
COMPOUND
STATION 1
STATION 6A
PIPE
STATION 8
2,4,6-TRICHL0R0PHEN0L
.2u*
.2u
20u
• 2u
P-CHLORO-M-CRESOL
.2u
• 2u
20u
• 2u
2-CHL0R0PHEN0L
.lu
• lu
lOu
. lu
2,4-DICHLOROPHENOL
. lu
lOu
. lu
2,4-DTMFTFYLPHENOL
. lu
lOu
.lu
2-NITR0PHEN0L
.2u
.2u
20u
.2u
4-NITR0PHEN0L
• 5u
.5u
50u
• 5u
2,4-DINITROPHENOL
2u
2u
200u
2u
4,6-DINITR0-0-CRES0L
lu
lu
lOOu
lu
PENTACHLOROPHENOL
.4u
.4u
40u
.4u
PHENOL
.05u
.05u
5u
.05u
* The letter u indicates that the compound was not detected at the level of
detection indicated; the letter m indicates that the compound was detected
below the limit of quantification indicated.
t Micrograms per liter, or parts per billion.
M-8
-------
PESTICIDES - MILL CREEK - WATER
COMPOUND
-------
BASE/NFUTRAL COMPOUNDS - MILL CREEK - SEDIMENT
COMPOUND
STATION 1
STATION 6A
STATION 8
ACENAPHTHENE
lOu*
lOu
lOu
BENZIDINE
40u
40u
AOu
1,2,4-TRICHLOROBENZENE
20u
20u
20u
HEXACHLOROBENZENE
20u
20u
20u
HEXACHLOROETHANE
20u
20u
20u
BIS(2-CHLOROETHYL)ETHER
lOu
lOu
lOu
2-CHLORONAPTHALENE
1 On
lOu
lOu
1, 2-DICHLOROBENZENE
20u
20u
20u
1,3-DICHLOROBENZENE
20a
20m
20u
1,4-DICHLOROBENZENE
20u
20u
20u
3,3-DICHLOROBFNZIDINE
20u
20u
20u
2,4-DINITROTOLUENE
50u
50u
50u
2,6-DINITROTOLI'ENE
50u
50u
50u
1,2-DIPHENYLHYDRAZINE
20u
20u
20u
FUJORANTHENE
lOu
lOu
11
4-CHLOROPHENYL PHENYL ETHER
20u
20u
20u
4-BROMOPHENYL PHENYL ETHER
50u
50u
50u
BIS(2-CHLOROISOPROPYL)ETHER
5u
5u
5u
BIS(2-CHLORO ETHOXY)METHANE
lOu
lOu
lOu
HEXACHLOROBUTADIENE
30u
30u
30u
HEXACHLOROCYCLOPENTAPIENE
lOOu
lOOu
lOOu
ISOPHORONE
5u
_8
33
NAPHTHALENE
5u
5u
56
NITROBENZENE
lOu
lOu
lOu
N-NITROSODIMETHYLAMINE
N-NITROSODIPHENYLAMINE
200u
200u
200u
M-10
-------
BASE/NEUTRAL COMPOUNDS - HILL CRFEK - SEDIMENT (CONTINUFD)
COMPOUND
(yS/kg)t
STATION 1
(yg/kg)
STATION 6A
(yg/kg)
STATION 8
N-NITROSODI-N-PROPYLAMINE
80u*
80u
80u
BIS(2-ETHYL HEXYL)PHTHALATE
lOu
lOu
61000
BUTYL BENZYL PHTHALATE
20u
20u
20u
DI-N-BIJTYL PHTHALATE
6u
6u
6u
DI-N-OCTYL PHTHALATE
lOu
10u
2200
DIETHYL PHTHALATE
!?j
IGu
lOu
PTMFTHYL PHTHALATE
lOu
lOu
10u
BENZO(A)ANTHRACENE
20u
20u
20u
BENZO(A)PYRENE
30u
30u
30u
3,4-BENZ0FLU0RANTHENE
20u
20u
20u
BENZO(K)FLUORANTHENE
20u
20u
20u
CHRYSENE
20u
20u
20u
ACENAPHTHYLENE
lOu
lOu
lOu
ANTHRACENE
lOu
lOu
lOu
RENZO(GHI)PERYLENE
50u
50u
50u
FLUORENE
lOu
lOu
lOu
PHENANTHRENE
li
80u
50u
lOu
80u
50u
28_
80u
50u
DIBENZOCA,H)ANTHRACENE
IDENO(1,2,3-CD)PYRFNE
PYRENF
lOu
lOu
21
TCDD
ND
ND
- ND
* The letter u Indicates that the compound was not detected at the level of de-
tection Indicated; the letter ra Indicates that the compound was detected, but
below the level of auantification indicated.
t Micrograms per kilogram or parts per billion.
M-l 1
-------
ACID COMPOUNDS - MILL CREEK - SEDIMENT
(yg/kg)t (pg/kg) (pg/kg)
COMPOUND
STATION 1
STATION 6A
STATION 8
2, A,6-TRICHLOROPHENOL
AOu*
AOu
AOu
P-CFLORO-M-CRESOL
AOu
AOu
i
i
¦t- i
O 1
C 1
i
1
1
1
2-CFLOROPHENOL
20u
20u
20u
2,A-DICHLOROPHENOL
20u
20u
20u
2,4-PIMETHYLPHENOL
20u
20u
20u
2-NITROPFFNOL
AOu
AOu
AOu
A-NITROPHENOL
lOOu
lOCu
IGOu
2,A-DINT^ROPHEYOL
250u
25r|u
250u
4,6-DINITRO-O-CRESOL
200u
200u
200u
PENTACHLOROPHENOL
70u
70u
o
c
PHENOL
lOu
lOu
lOu
* The letter u indicates that the compound was not detected at the level of de-
tection indicated; the letter m indicates that the compound was detected, but
below the level of quantification indicated.
t Micrograms per kilogram or parts per billion.
M-12
-------
PESTICIDES - MILL CREEK - SFD1MENT
COMPOUND
(u*/l)T
STATION 1
(pg/1)
STATION 6A
(yg/1)
STATION 8
ALDRIN
lu
lu
lu
CHLORDANE
lu
lu
lu
DIELDRIN
lu
lu
lu
4,4' DDT
lu
lu
lu
4,4' DDE
lu
lu
lu
4,4' DDD
lu
lu
lu
ALPHA E.NDOSl'LFAN
lu
1 u
lu
BETA ENDOSULFAN
lu
lu
lu
ENDOSULFAN' SULFATE
lu
lu
lu
ENDRIN
lu
lu
lu
ENDRIN ALDEHYDE
lu
lu
lu
HEPTACHLOR
lu
lu
lu
FEPTACHLOR EPOXIDE
lu
lu
lu
ALPHA BHC
lu
lu
lu
BETA BHC
lu
lu
lu
GAMMA BHC (LINDANE)
lu
lu
lu
DELTA BHC
lu
lu
lu
TOXAPHENF,
50u
90u
36u
PCB 1016
18u
30u
12u
PCB 1221
18u
30u
12u
PCB 1232
18u
30u
I2u
PCB 1242
18u
30u
12u
PCB 1248
18u
30u
12u
PCB 1254
18u
30u
36
PCB 1260
18u
30u
1 2u
M-13
-------
METALS - HILL CREEK - SEDIMENT - TOTAL
(ug/l)t (yg/1) (ug/1)
COMPOUND
STATION 1
STATION 6A
STATION 8
ARSENIC
(As)
lu
lu
lu
ANTIMONY
(Sb)
lu
lu
lu
BERYLLIUM
(Be)
.2u
.2u
.2u
CADMIUM
(Cd)
11.2
10.8
.2u
CHROMIUM
(Cr)
20
19
lu
COPPER
(Cu)
140
101
78
LEAD
(Pb)
15
16
14
MFRCURY
(Hg)
.06u
.06u
.06
NICKEL
(Ni)
81
75
56
SELENIUM
(Se)
lu
lu
2
SILVER
(Ag)
.2
2.3
.6
THALLIUM
(Tl)
lu
lu
lu
ZINC
(Zn)
7 ?9
695
32
* The letter u indicates that the compound was not detected at the level of
detection Indicated; the letter m indicates that the compound was detected
below the limit of quantification indicated.
t Micrograms per liter, or parts per billion.
M-14
-------
Station Locations
5/20-21/82
(Not to Scale)
Sta. 1
Sta. 3 A&B
Intermittent
Springs/Overflow
Sta. 6B
S. 196th St.
Sta. 6A
East Drtch
Sta. 7 A&B
Mill Creek
IAU
East Drain
Sta. 10
Stagnant
Pond
M-15
Sta. 8 A&B
-------
Figure 3
Station Locations
5/20-21/82
(Not to Scale)
METALS LOADING-mill CREE.K.
JAWUARV. 1984 SuevtV
Z*\-60.7 "/day I
Pb- I.Z£*!oKf |
Cu-ll.7
"Ka6!-
N
-Sta. 2
Sta. 3 A&B
Intermittent
Springs/Overflow
Sta. 4
£
196th St. .
DNV
Sta. 5
Pb- U4*( 0Kf
Cu.-7.2S/dVT
kJi -5/flvtX
WESTERN
PROCESSING
East Ditch
Sta. 7 A&B
Mill Creek
Sta. 9
Sta. 11
Sta. 10
Stagnant
Pond
Zk- I.3 IDAY
Cn-A.9*/d&y
Mi - 3.4*/t>AV
-Sta. 8 A&B
M-16
East Drain
-------
Figure 3
Station Locations
5/20-21/82
(Not to Scale)
METAlS LOSING - MILL CREEK.
MAY, 1982 survey
Sta. 1
Pt>- 0.4'/day
Cu- 2.4*/pay
Mi - 4.9*/t>AY
&
>
a
Sr:
X
3
X
N
i
Sta. 3 A8-B
Intermittent
Springs/Overflow
Sta. 6B
S. 196th St.
Zn-46.9*0AYSta 6A
Pb- 4-*/£j\Y
Cu- 2.1*/ DAY
NK - A ."7*/daY
Sta. 7 A&B-
Mill Creek
2»s • 0.5 "/DAY
Pb -
-
Mi - O.Z*IvtH
Sta. 8 A&B
M-17
Sta. 2
Sta. 4
Sta. 5
WESTERN
PROCESSING
East Ditch
Sta. 9
Sta. 11
Berm j
East Drain
Stagnant
Pond
Sta. 10
-------
NO
MEDIA
------- |