NCD980840409_19860110_Charles Macon Lagoon & Drum_FRBCERCLA SAP QAPP_Geological and Sampling Investigation Rev. 0-OCR

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Prepared By
R-586-1-6-3
Revision 0
FOR THE
AIR AND WASTE MANAGEMENT DIVISION
U.S. ENVIRONMENTAL PROTECTION AGENCY
Reviewed By
JANUARY 10, 1986
NUS CORPORATION
SUPERFUND DIVISION
Approved By
~;;/~.
Regional Project Manager
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NOTICE
The information in this document has been funded wholly by the United States
Environmental Protection Agency (EPA) under Contract Number 68-01-6699 and is
considered proprietary to the EPA.
This information is not to be released to third parties without the expressed
written consent of the EPA or the NUS Corporation.
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I CONTENTS
I SECTION PAGE --
I 1.0 INTRODUCTION l
1.1 Site Characterization l
I I.I.I Site Description 1
1.1.2 Site History 4
I I. 2 Objective 5
1.3 Scope of Work 5
I 2.0 PHASE I: GEOLOGICAL INVESTIGATION 6
2.1 Regional Geology 6 I 2.2 Subsurface Investigation 6
2.2. l Drill Method 6
I 2.2.2 Lithological Sampling 8
2.2.3 Well Installation 8
I 2.2.4 Decontamination Procedures 10
2.2.5 Quality Control Samples 12
I 2.3 Site-Specific Geology 12
2.4 Shelby Tube Analyses 14
I 3.0 PHASE II: SAMPLING INVESTIGATION 14
3.1 Analytical Laboratories 14
I 3.2 Surface Water and Sediment Samples 14
3.2.l Analytical Results of Water Samples 16
I 3.2.2 Analytical Results of Sediment Samples 16
3.3 Analytical Results of Quality Control Samples 21
I 3.4 Groundwater Samples 21
3.4.l Analytical Results of Groundwater Samples 21
I 3.5 Methodology 27
4.0 SUMMARY 29
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REFERENCES 30
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Number
2-1
3-1
3-2
3-3
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3-5
3-6
3-7
3-8
Number
1-1
1-2
2-1
2-2
2-3
3-1
3-2
TABLES
Well Construction Details
Sample Codes and Descriptions
Surface Water and Sediment Samples
Summary of Surface Water Sample Analyses
Field Measurements -Surface Water
Summary of Sediment Sample Analyses
Summary of Quality Control Sample Analyses
Sample Codes and Descriptions
Summary of Groundwater Sample Analyses
Field Measurements
Location Map
Site Layout
FIGURES
Monitoring Well Locations
Groundwater Flow Contour Map
Geologic Fence Diagram
Location of Surface Water and Sediment Sample Points
Monitoring Well Locations
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GEOLOGICAL AND SAMPLING
INVESTIGATION REPORT
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
1.0 INTRODUCTION
The NUS Corporation, Region IV, Field Investigation Team (FIT) conducted a
geological and sampling investigation at the Charles Macon Drum and Lagoon Site
between February 19 and March 28, 1985. The investigation was conducted in
accordance with Technical Directive Document (TDD) No. Fl/-8412-03 as requested
by the Environmental Protection Agency (EPA), Region IV, Air and Waste
Management Division. The investigation was performed by Messrs. Roger Franklin
(Project Manager), Kevin Finder (Drill Manager), Bob Rose and Bob Tolford (Team
Members).
The investigation was conducted in two phases. Phase I of the investigation was
the installation of monitoring wells and the collection of geological data. Phase II
was the collection of groundwater and surface water and sediment samples.
1.1 Site Characterization
1. 1. l Site Description
The Charles Macon Drum and Lagoon Site, a 16 acre tract of land, is located one
mile east of the Pee Dee River in Richmond County, North Carolina. The site is
approximately 1.5 miles southwest of Cordova, North Carolina on State Road 1103
(Fig. 1-0 • .The site consisted of 11 surface impoundments (Fig. 1-2) containing
contaminated waste oil and sludge and 2,173 55-gallon drums containing various
chemical wastes. Eight of the surface impoundments (lagoons) were unlined and all
were overflowing their berms spilling contaminated oil and water into the
surrounding environment. Analyses of the oil and sludge in the lagoons revealed
levels of lead, chromium and barium above E.P. toxicity limits. The 55-gallon
drums contained wastes such as methanol, toluene, vinyl thinners, epoxy, enamels,
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IIICHIIOND CO.
CHARLl!S IIACON SITI
0 SCALI 1 IIILI
■A81 IIAP 18 A POIITIOII OP THI U.8.G.8. IIOCIUNGNAII, N.C. QUADIIANGLI (7.1 IIINUTI 81RIII, 188■ IIHOTO 111¥181D 11811 CONTOUII IIITIIIYAL 10'. LOCATION MAP FIGURI! 1-1 CHARLES MACON DRUM AND LAGOON SITtlJNUS RICHMOND COUNTY, NORTH CAROLINA
0 I CA'(ia-.1
-2-0 A HallibuftOn Company
-----.. .. -.. .. .. .. .. .. .. .. -.. ..
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■01' TO eCAL■
SITE SKETCH
CHARLES MACON SITE
RICHMOND COUNTY,
NORTH CAROLINA
c.<;?., .. ...
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V£11HOH
WAltN[R lt(SID[NtlAL l cxr,nN&
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FIGURE 1-2
Er3~Y§
C) A Halliburton Company
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lacquers, ethyl acetate, acetone, caustic soda, methylene chloride and sodium
hydroxide (!).
The topography of the site is gently sloping southwest toward the Pee Dee River.
The maximum slope on the property appears to be less than 5 degrees. The slope
increases to approximately 9 degrees just beyond the property boundary and is
disected by relatively steep erosional cuts (2).
1.1.2 Site History
Mr. Charles Macon operated a waste oil reclamation facility which also accepted
waste paint, solvents, acids and bases. A site inspection conducted by the North
Carolina Solid and Hazardous Waste Division in 1980 revealed that the Charles
Macon Drum and Lagoon Site was a hazardous waste storage facility. Operations
at the facility ceased in October of 1981 after the death of Mr. Charles Macon(!).
The executor of the estate, Mr. Donald Dawkins, held an auction after Mr. Macon's
death to sell material on the property. The money raised from the auction was
used to start cleanup action at the site in compliance with a court order initiated
by the North Carolina Solid and Hazardous Waste Division. In November 1982,
Mr. Dawkins contracted Enviro-Chem Waste Management Services of Raleigh,
North Carolina to perform cleanup operations at the site. A total of 300 55-gallon
drums were removed and two onsite monitoring wells installed before the auction
money was expended. Analyses of groundwater samples collected from the
monitoring wells detected the same contaminants (lead, barium, and chromium)
that were identified in the waste contained in the lagoons. One of the monitoring
wells was destroyed during later cleanup activities. With no other funds available,
the North Carolina Department of Human Resources requested EPA's assistance to
complete the cleanup operation (!}.
In November of 1983, EPA contracted Triangle Research Industries of Reidsville,
North Carolina to complete the cleanup. The cleanup operation began on
November 21, l 983 and ended on January 17, 1981/. During this time a total of
2,11/2 tons of solidified waste and 111,000 gallons of waste oil was disposed of at
the SCA Landfill in Pinewood, South Carolina. In addition, 26,000 gallons of waste
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oil was recycled and 467,700 gallons of lagoon water was land farmed in an orchard
located onsite. The U.S. Army Explosive Ordnance Disposal unit was called in to
dispose of 246 calcium hydride flare charges that had been discovered during
cleanup operations ( I).
All of the lagoons were solidified, excavated and backfilled with the exception of
lagoon no. IO. Lagoon no. 10 contained an estimated 940 tons of creosote waste
which was solidified and left in place. Lagoon no. 10 also received solidified sludge
from Lagoon no. 7, 43 crushed drums and contaminated soil from the drum staging
area. The lagoon was then backfilled and capped with a synthetic liner and three
feet of clay. Drums containing paint wastes, organic solvents, bases, oils and
assorted chemical waste were solidified in lagoons no. I and no. 2 prior to disposal.
Three drums containing acid wastes were overpacked and disposed of at SCA -
Pinewood. Most of the empty drums were sold to scrap metal and drum
reconditioning companies. The remainder of the drums (202 total) were contained
in rolloff boxes and disposed of at SCA -Pinewood. Acme Name Plating, Inc.,
Crown Cork and Seal Co., Inc., and General Tire Company, identified as
generators, removed 508 drums of waste of which they agreed to dispose of (I).
1.2 Objective
The objective of the investigation was to obtain hydrogeological data and to collect
samples for chemical analyses from the Charles Macon Drum and Lagoon Site.
Evaluation of these data was used to determine current· site conditions and to
provide information needed to apply the EPA Hazard Ranking System to the site.
1.3 Scope of Work
The scope of the investigation included the following:
• The installation of three monitoring wells downgradient of the site and
one monitoring well upgradient of the site.
• The collection of groundwater samples from the four newly installed
monitoring wells and one existing monitoring well onsite.
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• The collection of four surface water and sediment samples from
surface waters located in the vicinity of the site.
2.0 PHASE I: GEOLOGICAL INVESTIGATION
2.1 Regional Geology
The predominant soil series of the region, as mapped by the United States Soil
Conservation Service, is the Orangeburg loamy sand (2). The aquifer lies in the
reddish brown residual clays of the unconsolidated Middendorf Formation and the
underlying granitic rocks of the Carolina Slate Series (3). The aquifer ranges from
approximately 40 at the water table to over 400 feet in depth with no impermeable
or confining layers present (4). Well logs in the vacinity of the site indicate that
the unconsolidated formation is approximately 195 feet thick. The logs show the
formation at this location to consist mainly of loose gravely clay with kaolin lenses
(5). This formation rests on granitic basement rocks of the Carolina Slate Series
(3).
Groundwater flow is west northwest toward the Pee Dee River. Approximately
50% of the water supply wells in the vicinity of the site are less than 70 feet in
depth (6). Deeper wells of up to 400 feet have been installed in granites of the
Carolina Slate Series for better yield and water qulaity (Less iron content) (4).
2.2 Subsurface Investigation
A subsurface investigation was conducted at the site and consisted of the
installation of four monitoring wells at four different locations (Fig. 2-l}. Split
spoon samples were taken in three of the four locations to better define the
lithology of the area. The monitoring wells were installed for the purpose of
determining groundwater quality in the vicinity of the site.
2.2. l Drill Method
Monitoring wells MW-01, MW-02, and MW-04 were initially drilled using 8-inch
diameter hollow-stem augers so that split spoon samples could be collected and the
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ON
IDINCI
LAGOON#4 ITORAGI
LAGOON#\.._ ~ ~......-TANltl
LAGOON#11
MW-050(;] D ~ ~
LAGOON#l~o ~~ -"
LAGOON#I 0i c;:) D ~--.
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LAGOON #I / LAGOON#7
STORAGE
TANKS
~ LAGOON#10
MONITORING WELL LOCATIONS
0
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
-7--
MW-01
♦
LEGEND
IXIITING PVC WILL
8TAINLl88 ITIIL WILLI
INITALLID BY NUI
SURPACI IMPOUNDMINT
BUILDINGS
SCALE 220°
FIGURE 2-1
tdNY@ 0 A Halliburton Company
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depth to the water table determined. The hollow stem auger boreholes were taken
to 20 feet below the top of the water table which ranged in depth from 55 to 60
feet below land surface. Each borehole was drilled an extra 3 to 6 feet to
accommodate formation collapse. The total depths drilled for each location are
included in Table 2-1.
The boreholes at locations MW -02, MW -03, and MW -04 were reamed using the mud
rotary method with clean water as the drilling fluid. The borehole at location M\V-
01 was reamed using the air rotary method. Little to no fluid loss was noted during
mud rotary operations.
Shallow pits were constructed at each location to contain drill cuttings, drilling
fluids, and well development water. The pits were backfilled upon completion of
work at each location.
2.2.2 Lithological Sampling
Split spoon samples were taken for lithologic identification. The samples were
taken at 5 foot intervals starting at ground surface at locations MW-01, MW-02,
and MW -04. The samples were logged by the FIT project geologist and preserved in
glass jars. Well logs are provided in Appendix A.
A shelby tube sample was taken at location MW-04 at a depth of 21.5 to 23.5 feet.·
The shelby tube sample was analyzed for permeability and cation exchange
capacity (CEC). The results of the analyses are discussed in more detail in
Section 2.3.
2.2.3 Well Installation
The monitoring wells were constructed using 4-inch diameter, schedule 5 stainless
steel casing and 4-inch diameter stainless steel screen. The screen slot size was
0.010-inch (JO slot). All casing and screen had threaded flush-joint couplings. A 20
foot section of screen was used in each well. Well construction details are given in
Appendix A.
· Following the installation of the screen and casing, an artificial gravel pack was
installed in the annulus between the borehole wall and the well screen to a level at
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Ground Surface
Well No. Elevation•
MW-01 262.31
MW-02 229.30
MW-03 223.99
MW-04 187.58
TABLE 2-1
WELL CONSTRUCTION DETAILS
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Water Table
Total Depth Elevation•
Drilled** 6/24/85
60 235.34
61 193.83
60 198.60
68 150.40
•
**
Elevations recorded are above mean sea level .
Readings in feet below ground surface.
Bottom of Screened
Well** Interval**
55 35-55
' 58 38-58
50 30-50
61 41-61
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least 5 feet above the top of the screen. A bentonite seal was installed on top of
the gravel pack and the remainder of the borehole was filled with a neat
cement/bentonite slurry. A steel, protective casing with locking cap was cemented
in place around the top of the well casing. Construction diagrams for each
monitoring well are included in Appendix A,
The monitoring wells were developed using a 4-inch submersible pump. None of the
wells could sustain a continuous pumping rate but did recharge very quickly. For
this reason the wells were pumped intermittently for the entire development time.
Volumes of water pumped from the wells ranged from 810 gallons in MW-04 to
1,350 gallons in MW-01. All the wells were developed for at least 2 hours and were
free of sediment upon completion.
The monitoring wells were surveyed in both vertically and horizontally.
Horizontally, the surveying was tied in to two arbitrary points located on State
Road 1103. Vertically, the surveying was tied into a known vertical elevation point
approximately 150 feet north of the site on State Road 1103. The elevation of this
point was obtained from the U.S.G.S. Rockingham, North Carolina Quadrangle Map
(7.5 minute series, 1956 photo revised 1982). Water level measurements were
taken using an electric water level indicator. Water levels ranged from 150.40 to
235.34 feet above mean sea level and were used to determine the groundwater flow
direction. Groundwater flow in the site area is west-northwest towards the Pee
l)ee River. A groundwater flow contour map of the site is depicted in Figure 2-2.
2.2.4 Decontamination Procedures
Decontamination procedures were strictly adhered to throughout the entire
program. The drilling rig and all tools, equipment, and sampling devices were
decontaminated prior to start up of the project, between the boreholes, and prior
to leaving the site. Decontamination included steam cleaning, scrubbing with tap
water and phosphate free detergent, tap water rinse, a rinse with isopropyl alcohol,
and a rinse with distilled water. All of the well casing and screen was
decontaminated prior to installation. Personnel decontamination, consisting of
hand washing and boot scrubbing, was also performed prior to taking breaks and
before leaving the site each evening.
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GROUNDWATER FLOW CONTOUR MAP"
CHARLES· MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
WATER LEVELS USED TO CALCULATE ELEVATIONS
WERE RECORDED ON JUNI 24, 1881
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~,
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LEGEND
FLOW DIRECTION
STAINLl!SS STEl!L WELLS
INSTALLl!D SY NUS
SURPACI IMPOUNDMINT
BUILDINGS
SCALE zzo'
FIGURE 2-2
rnNY@ 0 A Halliburton Company
"ALL ILIVATION8 RICORDID ARI ADJUSTID MIAN SIA LIVIL(AMSL).
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2.2.5 Quality Control Samples
Two quality control (QC) samples were collected during the drilling operation. A
sample of the water used for the mud rotary drilling and equipment
decontamination was collected. All water used during the monitoring well
installation was obtained from the same source. The sample was collected from
the tank truck used by the drillers to transport water.
The second sample was collected by soaking the artificial gravel pack gravel in
distilled water for 21/ hrs. and then taking collecting a sample of the distilled
water. The distilled water used was the same type that was used in
decontamination. The QC samples were analyzed by EPA-ESD laboratory in
Athens, Georgia. The analytical results are discussed in Section 3.3.
2.3 Site-Specific Geology
Well logs recorded during the installation of the monitoring wells indicate that the
site is underlain by intermittent beds of clayey sands, gravely sands and clays, and
sandy clay saprolite. These beds range in thickness from five to thirty feet.
Figure 2-3 depicts a geologic fence diagram of the site.
Saprolite is defined as a weathered residuum consisting essentially of relict
minerals and fine grained secondary minerals derived by in-situ weathering of rock
(7). The saprolite underlying the site was very micaceous and contained small
amounts of coarse quartz and feldspar fragments. This indicates that the saprolite
is probably the weathered residuum of a rock that was previously a granite or a
gneiss.
The intermittent beds of brown to reddish brown clayey sands and brown to tan
gravely sands and clays were characterized by varying amounts of clay and sand
between layers. Some black coloration remnant of buried organic material was
present throughout the lithology.
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-.. --------·-lilll --·-----
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A 0 L
220'
HORIZONTAL
. o(.
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---=----:::::::--:,· --=-----s-=
GEOLOGIC FENCE DIAGRAM
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
MW-01
IE;] BAND
~ CLAYEY SAND
~ CLAYEY SAND lo GRAVEL
~ GRAVELY SAND lo CLAY
~ SANDY CLAY (SAPROLITE)
ti] SAND lo CLAY
FIGURE 2-3
CfjMJ§
C:, A Halliburton Company
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2.4 Shelby Tube Analyses
The she!by tube sample collected at location MW-04 at a depth of 21.5 to 23.5 feet
is believed to be in the sandy clay saprolite layer. Lab results showed the sample
to have a permeability of 1.5 x I 0-4 cm/sec. A copy of the Jab results is given in
Appendix A.
Cation Exchange Capacity (CEC) tests were also performed on the she!by tube
sample. Cation exchange is a process in which certain minerals and resins in
contact with a solution, particularily an aqueous one, release ions in preference for
ions of another type present in the solution. The CEC of a soil is usually defined as
the number of milliequivalents of the ion that can be exchanged per LOO grams dry
weight of soil (8). The lab results show the sample to have a CEC of 9.5 meq./g.
This value indicates that the material encountered in the sample is a clayey-type
material. Clays tend to have higher CEC values among soils (8). A copy of the lab
results is given in Appendix A.
3.0 PHASE II: SAMPLING INVESTIGATION
3.1 Analytical Laboratories
Compu/Chem Laboratories, of Research Triangle Park, North Carolina, performed
the organic analyses on all of the samples collected during the investigation. The
inorganic analyses were performed by Chem tech Consulting Group, Ltd., located in
New York, New York. Complete laboratory data is given in Appendix o.
Analytical data generated by the State of North Carolina in 1982 and during the
cleanup operation in 1983 is referenced in this section and is given in Appendix C.
3.2 Surface Water and Sediment Samples
A total of four water and four sediment samples were collected from surface water
bodies in the vicinity of the site (Fig. 3-1). Sediment samples were collected from.
the same location as the water samples. Water and sediment samples were
collected from two ponds and one swamp located west of the site. Background
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LOCATION OF SURFACE WATER AND SEDIMENT SAMPLE POINTS CHARLIES MACON SITE RICHMOND COUNTY, NORTH CAROLINA
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FIGURE 3-1
[tjNUi 0 A Hllil:MlonCo11ips,y
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water and sediment samples were collected from Solomons Creek. Sample codes
and sample locations are given in Table 3-1.
3.2. l Analytical Results of Water Samples
Two of the water samples collected west of the site were found to contain organic
compounds (Table 3-2). Acetone was detected in samples PO-02W and SA-0lW at
concentrations of 12 ug/1 and 18 ug/1, respectively. Methyl ethyl ketone was
detected in sample SA-0lW at a concentration of 42 ug/1. Although numerous
volatile organic compounds were detected on the site, neither acetone or methyl
ethyl ketone were not identified in the waste samples collected at the facility.
The analyses for inorganic constituents performed on the water samples identified
several inorganics in each of the samples (Table 3-2). Sample PO-0lW contained
the highest number of constituents and was the only sample to contain barium (80
ug/1} and chromium (10 ug/1); two compounds which were also identified by the
state in 1982 in the onsite surface impoundments. Barium and chromium were not
detected in the background sample (SLC-0lW).
Field measurements including pH, temperature, and conductivity are given in
Table 3-3.
3.2.2 Analytical Results of Sediment Samples
Organic analyses of the sediment samples detected the presence of organic
compounds in all four of the samples collected (Table 3-4). Toluene, detected in
sample PO-02S at a concentration of 27 ug/kg, was also identified in the waste
samples collected by the state in 1982. One pesticide compound, 4,4-DDE, was
detected in sample SLC-01 S. The presence of 4,4-DDE is probably due to surface
runoff from farmlands in the area.
The inorganic analyses identified more inorganic constituents with higher
concentration values in the sediment samples than in the water samples
(Table 3-4). Barium was detected in all of the samples with concentrations ranging
from 100,000 ug/kg to 800,000J ug/kg. Chromium was detected in all of the
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Sample Code
CM*-SLC-0lW /S
CM-PO-01\V /5
CM-PO-02W /5
CM-SA-01 W /5
TABLE 3-1
SAMPLE CODES ANO DESCRIPTIONS
SURF ACE WATER ANO SEDIMENT SAMPLES
CHARLES MACON ORUM ANO LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Sample Description
Background water and sediment sample collected from
Solomon's Creek.
Water and sediment sample collected from the first pond
west of the site.
Water and sediment sample collected from the second
pond west of the site.
Water and sediment sample from the swamp located
approximately ¼ mile west southwest of the site.
* CM refers to Charles Macon Site and will not be used in the body of the report.
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I Parameter (ug/1)
TABLE 3-2
SUMMARY OF SURFACE WATER SAMPLE ANALYSES
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Background
CM-SLC-0JW
1st Pond
CM-PO-0iW
2nd Pond
CM-PO-02W
Extractable Organics ND ND ND
. I Purgeable Organics
Acetone 12
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Methyl Ethyl Ketone
Pesticides
Inorganics
Barium
Chromium
Tin
Zinc
Aluminum
Calcium
Magnesium
Iron
Sodium
Cyanide
Potassium
Analyzed for but not detected.
ND None detected.
J Estimated value.
ND
20J
400J
1/,000J
2,000J
4,000J
6,000J
20J
I, OOOJ
ND ND
80J
!OJ
700J
40J 30J
8,000J 4,000J
2,000J 2,000J
800J 900J
6,000J 6,000J
!OJ
2,000J 6,000J
-18-
Swamp
CM-SA-OJW
ND
18
1/2
ND
l OJ
2,000J
800J
2,000J
3, OOOJ
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Measurement
pH (s.u.)
Temperature
Conductivity
(co)
(umhos)
TABLE 3-3
FIELD MEASUREMENTS
SURF ACE WATER
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
CM-CM-CM-
SLC-0lW PO-0lW P0-02W
8.0 7.8 6.5
17 18 19
100 100 70
-19-
CM-
SA-OlW
8.0
19
31/
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TABLE 3-4
SUMMARY OF SEDIMENT SAMPLE ANALYSES
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Background 1st Pond 2nd Pond
Parameter (ug/kg) CM-SLC-0IS CM-PO-iilS CM-PO-02S
Extractable Organics
Bis ( 2-Ethylhexyl)Phthalate
C9 Alkyl Ketone 400JN
Unidentified Compounds 3,000J/51 3,000J/21 l, 000J/2
Purgeable Organics
Toluene 27
Dichlorodifluromethane
Pesticides
4, 4-DDE 11
Inorganics
Barium 200,000J 100,000J 800,000J
Cobalt 30,000J
Chromium 80, 000J R 60,000J
Copper 40,000J 30,000J
Nickel 40,000J 70,000J
Lead 100,000J R R
Tin 50,000J 50,000J
Vanadium 100,000J 30,000J 50,000J
Zinc 300,000J 200,000J
Aluminum 30,000,000J 20,000,000J 40,000,000J
Manganese 1,000,000J 700,000J
Calcium 4,000,000J 1,000,000J 5,000,000]
Magnesium 4,000,000J 2,000,000J
Iron 50,000, 000J 8,000,000J 20,000,000J
Sodium 1,000,000J
Analyzed for but not detected.
J Estimated value.
N Presumptive evidence of presence of material.
(1) Concentration/number of compounds.
R Data unuseable based on quality.
-20-
Swamp
CM-SA-OIS
1,500]
10, 000J/41
40JN
200,000J
60,000J
600,000J
70,000J
80, 000J
20,000,000J
1,000,000J
2,000,000J
2,000,000J
30,000,000J
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samples witt\ the exception of sample PO-015, in which the analysis was
determined invalid based on EPA quality control review. The concentration of
chromium in the remaining three samples ranged from 60,000J ug/kg to 80,000J
ug/kg. Lead was detected in samples SLC-015 and SA-015 at concentrations of
100,000J ug/kg and 600,000J ug/kg, respectively. The analysis for lead in samples
PO-015 and PO-025 was invalid. In most cases the concentrations of the inorganics
detected in the background sample (SLC-015) were as high or higher than the
inorganics detected in the other samples.
3.3 Analytical Results of Quality Control Samples
As shown in Table 3-5, sample W 5-01 did not contain any organic compounds. In
contrast however sample W 5-02 did contain several organic compounds. The
inorganic analysis detected a greater number of inorganic constituents of higher
concentrations in sample W 5-02 than in W 5-01. The source of gravel pack is not
known.
3.4 Groundwater Samples
Groundwater samples were collected from the four stainless steel monitoring wells
installed by NUS and the existing onsite PVC monitoring well (Fig. 3-2). Due to the
lack of water and the amount of sediment in the existing PVC well, the
groundwater sample collected from the well was analyzed for inorganics only.
Sample codes and locations are given in Table 3-6.
3.4.1 Analytical Results of Groundwater Samples
The organic analyses performed on the samples detected at least one compound
present in samples MW -01, MW-02, and MW-04 (Table 3-7). Trichloroethylene,
detected in sample MW -02 at a concentration of 200 ug/1, was also identified onsite
during cleanup operations. Other chlorinated solvents detected in monitoring well
MW-02 could possibly be attributed to the site because, although the compounds
were not individually identified, it is known that several chlorinated solvents were
present at the site (1).
-21-
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TABLE 3-5
SUMMARY OF QUALITY CONTROL SAMPLE ANALYSES
MONITORING WELL INSTALLATION
CHARLES MACON SITE
RICHMOND COUNTY, NORTH CAROLINA
Parameter (ug/1)
Extractable Organics
Purgeable Organics
1, I, 1-Trichloroethane
Toluene
Acetone
Carbon Disulfide
Unidentified Alkylhydrocarbon
Inorganics
Barium
Chromium
Copper
Titanium
Zinc
Aluminum
Manganese
Calcium
Magnesium
Iron
Sodium·
J
Analyzed for but not detected.
Estimated value.
Tank Truck
WS-01
-22-
106
150
100
100
Gravel Pack Soak
WS-02
0. 6]
IJ
50]
96
20]
1/6
11/
58
130
If, 800
23
1/,300
1/00
3,000
I, 300
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{l
MW-04
♦ 0
MONITORING WELL LOCATIONS
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
-23-
RE81Dl!NCI!
I ~
LEGEND
MW-01 ♦
l!Xl8TING PVC Wl!LL
STAINLl!SS STEEL Wl!LL8
IN8TALLl!D BY NUS
SUR,ACI! IMPOUNDMl!NT
BUILDINGS
SCALE 220'
FIGURE 3-2
[ijNY@
0 A Halliburton Company
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Sample Code
CM*-MW-01
CM-MW-02
CM-MW-03
CM-MW-04
CM-MW-05
TABLE 3-6
SAMPLE CODES AND DESCRIPTIONS
GROUNDWATER SAMPLES
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Sample Description
Groundwater sample collected from upgradient
monitoring well no. I.
Groundwater sample collected from downgradient
monitoring well no. 2.
Groundwater samples collected from downgradient
monitoring well no. 3.
Groundwater sample collected from downgradient
monitoring well no. 4.
Groundwater sample collected from existing PVC
monitoring well located downgradient of site.
* CM refers to Charles Macon Site and will not be used in the body of the report.
-24-
I N u,
I
-.. .. .. .. .. .. ---·--liiiilll ---iliil liiiJ -
Parameter (ug/1)
Extractable Organics
3, 31-Dichlorobenzidine
Purgeable Organics
I, 1-0ichloroethene
I, 1-Dichloroethane
Trichloroethylene
I, I, 2, 2-Tetrachloroethane
Acetone
Pesticides
Gamma-BHC
PCB-1254
lnorganics
Barium
Cobalt
Chromium
Copper
Nickel
Vanadium
Zinc
TABLE 3-7
SUMMARY OF GROUNDWATER SAMPLE ANALYSES
MONITORING WELLS
Uesradient
MW-Ill
40
84
60]
20]
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
MW-02 MW-113
Downgradient
7.3]
6.9]
200
42
14
200] 300]
10] 30]
30]
60] 90]
MW-114 MW-115
, NA
NA
51 NA
0.53 NA
4.9 NA
700] 400]
30] 200]
20]
30]
20] 60]
30]
200] 40]
I
N a,
I
-----.. ---.. ---liill ------
TABLE 3-7
SUMMARY OF GROUNDWATER SAMPLE ANALYSES
MONITORING 111 ELLS
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
PAGE TWO
Parameter (ug/1)
Upgradient
MW-01
Inorganics (continued)
Aluminum
Manganese
Calcium
Magnesium 500]
Iron
Sodium 5,000]
Cyanide
Potassium
Analyzed for but not detected.
NA Not analyzed.
J Estimated value.
MW-02
2,000]
2,000]
4,000]
4,000]
NA
Dow!$radient
MW-03 MW-04 MW-05
' 10,000] 2,_ 000J 2,000]
I, 000J JO, 000]
3,000] 10,000] 20,000]
3,000] 9,000] 20,000J
10,000] 20,000] 2,000]
4,000] 6,000] 20,000]
I0J
4,000] 4,000] I, OO0J
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PCB 1254 and Gamma-BHC were detected in sample MW-04 at concentrations of
4. 9 ug/1 and 0. 53, respectively. The waste oil disposed of at the site was analyzed
for PCB's during cleanup operations with negative results.
The acetone detected in samples MW-01, MW-02, and MW-04 was also detected in
quality control sample W S-02. The presence of acetone could be attributed to the
introduction of contaminants during the installation of the monitoring wells.
As shown in Table 3-7, numerous constituents were detected in the samples.
Barium was detected in all of the samples with concentrations ranging from 60J
ug/1 (upgradient) to 700J ug/1 (downgradient). Chromium was also detected in
samples MW-02 (l OJ ug/1), MW -03 (30J ug/1), and MW-04 (20J ug/1). Chromium was
not detected in the upgradient well (MW-01). Although not shown in the table, the
analysis for lead in all of the groundwater samples was invalid based .on EPA
Quality Control Criteria.
Field measurements including pH, temperature, conductivity, and water levels are
given in Table 3-8.
3.5 Methodology
All sample collection, sample preservation and chain-of-custody procedures used
during this investigation will be in accordane with the standard operating
procedures as specified in the Water Surveillance Branch Standard Operating
Procedures and Quality Assurance Manual (Draft); prepared by EPA, Region IV,
ESD and dated August 29, 1980, and all revisions to the SOP addressed in following
Correspondence: Franklin, R, (August 6, 1985) Consolidation of Previous Memos
Concerning Changes in Standard Operating Procedures. Detailed sampling
procedures are given in Appendix B. All laboratory analyses and quality assurance
procedures used during this investigation were in accordance with standard
procedures and protocols as specified in the Analytical Support Branch Operations
Quality Assurance Manual; EPA, Region IV, ESD; April, 1982 or as specified by the
existing EPA standard procedures and protocols for the contract analytical
laboratory program.
-27-
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Measurement
pH < s.u.)
Temperature
Conductivity
(co)
(umhos)
TABLE 3-8
FIELD MEASUREMENTS
GROUNDWATER
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
CM- CM-CM- CM-
MW-01 MW-02 MW-03 MW-04
5.3 5.2 5.6 7.4
210 190 200 200
l/0 28 60 80
-28-
CM-
MW-05
6.5
180
l/50
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4.0 SUMMARY
The objective of the investigation was to obtain hydrogeological data and to collect
samples for chemical analyses from the Charles Macon Drum and Lagoon Site.
Evaluation of these data was used to determine current site conditions and to
provide information needed to apply the EPA Hazard Ranking System to the site.
This was accomplished by subsurface lithological sampling and the collection of
groundwater, surface water and sediment• samples. Through lithological sampling
and geological literature, it was determined that the aquifer used for drinking
water lies in the unconsolidated Middendorf Formation which is approximately I 95
feet thick and in the underlying Carolina Slate Series. The groundwater is found at
an average depth of 40 feet below land surface and flows westward toward the Pee
[)ee River.
The results of the analyses of the surface water sediment samples detected one
organic compound in pond sample PO-02S. Toluene, detected onsite during the
cleanup operation, was identified in the pond at a concentration of 27 ug/1. Barium
and chromium were also detected in the sediment samples, but in most cases their
concentration .values were as high or higher in the background sample as they were
in the other samples.
The groundwater samples were found to have several contaminants present.
Trichloroethylene, detected in sample MW -02, was also identified onsite during the
cleanup operation. The other chlorinated solvents detected in the sample could
possibly be attributed to the site, however, there is no conclusive analytical data to
support this. Barium was identified in all of the groundwater samples by the
inorganic analyses. In comparison, the concentrations of barium detected in the
downgradient samples were three to ten fold higher than the concentration of
barium in the upgradient sample.
-29-
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APPENDIX A
WELL LOGS
CONSTRUCTION DIAGRAMS AND INFORMATION
PERMEABILITY, CATION EXCHANGE ANALYTICAL RESULTS
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
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'
)
•c:;:::;_=====:;J"----LOCIUNG CAP
23' ..
21' ..
.,..
-----e• PROTECTIVI CASING ... ....... 111:...,-~--CEMENT PAD
.,..._ __ ,. IORIHOLI
~ 1----CIMINT-■INTONn■ SLURRY
-+---t ffl it---4" STAINLIS8 STIIL CASING
~
~1{).rJ/_lj,efi"-----■NTONnl SIAL • ••••• ....... •.:
········· ••••••• ·•· .... ·.:. 0 0 o O O O O I .. : .. :.
4 31' -----4i.. ....... •.:,
:-:.: :◄: •...,:• ... :-•--SAND PACIC/CA v•-IN
',
')
'
...... . . . . . . . ' . . ••••••• ·•·.:•·.: ···.····· ....... •,•.:•·.: ........ ==3:~•'!,•,?-:";.;••:.?"i-:•~---4• STAINLESS STIIL SCIIIIN .::•.::•.: 0.010• SLOT 81ZI .. : .. : . ·•·.: •·.:. J._;::.::;::::;=-l· 0 0 o t O o I ••• • •••••• •;••;••;••·· ... ·••, .••············=·· . . . . . . . .. . . . . . . . . . . . . . . . . . . ' .. : .. : . j • • • • • • • • • • • • • • • • 0. ,..,,.. __ ._.·.:..: .... • ·1..:• ...... !~··:.. .. fJ .• ·•::..,'• ,;.: .,_• ·..:=,t.:,.:.l·•
WIELL CONSTRUCTION MW-01
CHARLES MACON DRUM AND LAGOON SITE · RICHMOND COUNTY, NORTH. CAROLINA ~~
OAHalliW10n~
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WELL CONSTRUCTION INFORMATION
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Well II:
Driller:
Date of Completion:
Drilling Method:
•Elevation (top of pipe):
•Elevation (land surface):
• Elevation (water table):
!3orehole Diameter:
Thickness of Overburden:
Depth Drilled in Rock:
Total Depth of Hole:
Type:
Diameter:
Length:
Type of Joint:
Screen Slot:
Screen Length:
Ser een Setting:
Type:
Size:
Depth:
Type: ,
Method:
Depth:
Method:
Rate of Flow:
Length of Time:
MW-01
GMC/Graham & Currie
February 21, 1985
Regular Augers/ Air Rotary
WATER LEVEL INFORMATION -265.41'
262.31'
235.34'
BOREHOLE DATA
8"
Unknown
0'
60'
CASING
Stainless steel, Schedule 5
4"
38'
Threaded/flush
0.010"
20'
35' -55'
GRAVEL/SAND PACK
Washed Sand/cave-in
coarse sand
26' -55'
SEAL
Bentoni te Seal
Dropped
231 -26'
DEVELOPMENT
Bailer/Submersible Pump
Unknown
3. 75 hours
COMMENTS
GROUT
Cement -bentonite
Dropped
o• -23•
• All elevations are recorded adjusted mean sea level (AMSL). * At end of development, water was sediment free, but cloudy due to colloidal
clay staining.
--- - - - --.. ------lilil -.. ..
Depth (ft) Grain Size
0.0-1.5' Clay
5.0-6.5' Fine to mediwn
10.0-11.5' Fine
15.0-16.5' Fine to coarse
20.0-21.5' Fine to coarse
25.0-26.5' Fine to coarse
30.0-31.5' Clay
35.0-36.5' Clay
40.0-41.5' Clay
45.0-46.5' Coarse
50.0-51.5' Clay
Charles Macon Drwn and Lagoon Site
Project No.: TDD F4-8412-03
Boring No.: MW-01
Date: February 20, 21, 1985
Driller: Dan Graham
Field Geologist: K. Finder
Subcontractor: Graham and C1rrie Well Drilling Company
Sorting HzOContent Lithologic Description
Good Damp Clay, sandy, reddish-brown.
Fair Damp Sand, clayey, reddish-brown. ' Well Moist Sand, clayey, orange-brown, Sq.lld is quartz.
Poor Moist Clay and sand, quartz gravel, sarid is fine,
gravel is coarse, orange-brown, grey.
Poor Moist Same as above, except color is mostly grey.
Poor Moist Same as above, clay % is higher than sand %.
Poor Wet Clay, saprolite, coarse quartz arid feldspar fragments,
reddish-brown, white, very micaceous, WATER.
Fair Wet Clay, whitish-gray, brown, less quartz, more feldspar.
Fair Wet Same as above, color slightly lighter than previous
sample, micaceous.
Poor Wet Sand, clayey, brown, weathered feldspar streaking.
Poor Wet Clay, saprolite, coarse quartz and feldspar fragments,
brown, white, micaceous.
--.. .. .. .. .. -llill .. -.. .. ------
Charles Macon Drwn and Lagoon Site
Boring MW-01
Page Two
Depth {ft)
55.0-56.5'
60.0-61.5'
Grain Size
Clay
Clay
Sorting H:zOContent
Poor Wet
Poor Wet
Lithologic Description
Clay, saprolite, coarse quartz and feldspar fragments,
brown, white, micaceous.
Same as above, more clay, less feldspar fragments.
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--/ ....
---~~
~
14' · ~ 18' • •• .......... 1 • • • • • • •• 9 • e . I · .. . . : .. ••• ••• • • • •• • • • ·.: '!. • •• •
• • . : .. : • ...... • .. • • •• ••• • . : .. : ' • ...... •.: • • ········ • • ••••• •• ... : . ·.: 31.8' • • ••,•···· • • • • • • •• •• ••• • • ............ • :: ••••• .... ' • •••••• • . . . .. '' •• • ! •• : •• • ...... •• • • • • • • • • • • • • • . . . . . ' • • . . . • ... •• •••••••• • • ••••• • . . . . • • • • • • • ::•,;:•,;, ••••••• • • • • • • • 88.8' ••••••• e e e e e e e I ....... -.. -......... ••• ••• ••• ••• ••• ••••• :~=:~=.-~=:~=.-~=.-~-: ' .................. ••• ••• ••• ••• ••• ••••• . ,. ··=··=···••!••!••··
WELL CONSTRUCTION MW-02
LOCK ING CAP
OCIITIYII CAIING
NT PAD
•• PA
CIIMII
•• • OAIIHOLII
CIIM IINT-BIINTONIT■ 8LUAAY
■IINT ONITII SIIAL
4• s TAINLES8 ST■IIL CASINe·
SAN D PACK/CAVIi-iN
4"ST AINLESS STEEL SCREEN
0.010• SLOT SIZE
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA tB Nt!I
0 A Hallbrtln~
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WELL CONSTRUCTION INFORMATION
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Well II:
Driller:
Date of Completion:
Drilling Method:
*Elevation (top of pipe):
* Elevation (land surface):
*Elevation (water table):
Borehole Diameter:
Thickness of Overburden:
Depth Drilled in Rock:
Total Depth of Hole:
Type:
Diameter:
Length:
Type of Joint:
Screen Slot:
Screen Length:
Screen Setting:
Type:
Size:
Depth:
Type:
Method:
Depth:
Method:
Rate of Flow:
Length of Time:
MW-02
GMC/Graham &: Currie
February 26, 1985
Regular Augers/Mud Rotary w /Water
WATER LEVEL INFORMATION
232.19'
229.30'
193.83'
BOREHOLE DATA
8"
Unknown
o•
61'
CASING
Stainless steel, Schedule 5
411
41.5'
Threaded/flush
0.010"
20'
38.5' -58.5'
GRAVEL/SAND PACK
Washed Sand/cave-in
coarse sand
15' -58.5'
SEAL
Bentonite Seal
Dropped
14' - I 51
DEVELOPMENT
Submersible Pump
Unknown
3 hours
COMMENTS
GROUT
Cement -bentonite
Dropped
0' -14'
* All elevations are recorded adjusted mean sea level (AMSL).
* At end of development, water was sediment free, but cloudy due to colloidal
clay staining. This water is the cloudiest of the four wells.
------ -.. liill - --.. ---.. iiiil -
Depth {ft) Grain Size
0.0-l.5' Coarse
5.0-6.5' Fine to coarse
10.0-1 l.5' · Fine to coarse
15.0-16.5' Sand is coarse
20.0-21.5' Sand is coarse
25.0-26.5' Sand is coarse
30.0-31.5' Sand is coarse
35.0-36.5' Sand is coarse
40.0-41.5' Fine to medium
45.0-46.5' Fine to medium
50.0-51.5' Fine to coarse
Charles Macon Drum and Lagoon Site
Project No.: TDD F4--8412-03
Boeing No.: MW-02
Date: Febr-uary 25, 26, 1985
Driller: Dan Graham
Field Geologist: K. Finder
Subcontractor: Graham and Currie Well Drilling Company
Sorting HzOContent Lithologic Description
Good Damp Sand, orange-brown.
Fair Damp Sand, clayey, few quartz gravelHragments, orange-
brown.
Fair Damp Same as above.
Poor Damp Clay, sandy, saprolite, orange-brown, tan weathered
feldspar.
Poor Damp Same as above, more weathered feldspar, more quartz
gravel.
Poor Damp Same as above, few black organfc spots.
Poor Damp Same as above, more black organic spots.
Fair Wet Same as above, less weathered feldspar, reddish-
brown, more black organic spots, WATER.
Fair Wet Sand and clay, larger % of sand here, brown, few
black organic spots.
Fair Wet Same as above.
Poor Wet Sand and gravel, clayey, higher % gravel, brown,
tan, weathered feldspar.
Charles Macon Drwn and Lagoon Site
Boring MW-02
Page Two
Depth {ft)
55.0-56.5'
Grain Size
Medium to coarse
Sorting H:zO Content
Poor Wet
Lithologic Description
Sand and gravel, less clay, more gravel, brown, tan,
weathered feldspar.
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. -/ ....
11'-• '// / 20'-•••••• II-.·::.·:: I".. . . • . ••••••• •••••• •••••• ••!••!• ••••••• 30' .......... ••••••• . . ·::. •:: ••••••• • • • • .......... ••• ••• • • • • • • • • . . ·::. •::. •••••••• . . : .. : . t'••.:,•.:• ••••••••• .. : .... • • • • • • • .,-::•,::·• ~·••.:,•.:, •••••••••• ••••••• ••• ••• •• 80' ••••••• ....... -.• ...... •• • •• • •• • •• • • • • •• • • ••• ••• • • • • • ••• •• . . . . . . . .. : .. : ...... •• ••• ••• • • • ••• ••• .• : •• : •• =:·.=:·.-:·.•:
80' • ■ • ■• ■ ■ ■ ■ ■ ..a,. ■ a" ■
WELL CONSTRUCTION MW-03
LOCK ING CAP
ROTICTIV ■ CASING
■NT PAD
•• p
CIM
•• •
CIM■
ORIIHOLII
NT-BIINTONITS SLURRY
ONITI! SIIAL ■■NT
... 8 TAINLIN ST■■L CASING
SAN D l'ACK/ CA V■-IN
... 8 TAINLES8 STll!L SCRIIIN 0,0 10• &LOT SIZII
CHARl.ES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA ctjNtfi
0 A Halliblrt,n Canpany
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WELL CONSTRUCTION INFORMATION
. CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Well II:
Driller:
Date of Completion:
Drilling Method:
*Elevation (top of pipe):
* Elevation (land surface):
* Elevation (water table):
Borehole Diameter:
Thickness of Overburden:
Depth Drilled in Rock:
Total Depth of Hole:
Type:
Diameter:
Length:
Type of Joint:
Screen Slot:
Screen Length:
Screen Setting:
Type:
Size:
Depth:
Type:
Method:
Depth:
Method:
Rate of Flow:
Length of Time:
MW-03
GMC/Graham &: Currie
February 28, 1985
Mud Rotary w/Water
WATER LEVEL INFORMATION -226. 79,
233. 99'
198.60'
BOREHOLE DATA
8"
Unknown
o•
60'
CASING
Stainless steel, Schedule 5
33,
Threaded/f!LJSh
0.010"
20'
30' -50'
GRAVEL/SAND PACK
Washed Sand/cave-in
coarse sand
20' -50'
SEAL
Bentoni te Seal
Dropped
18' -20'
DEVELOPMENT
Submersible Pump
Unknown
3.5 hours
COMMENTS
GROUT
Cement -bentonite
Dropped
0' -18'
* All elevations are recorded adjusted mean sea level (AMSL).
* At end of development, water was sediment free, but cloudy due to colloidal
clay staining.
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/_
21.11·
31' ·
-
I
---a .. .. "· " ... " , .. • " .. . ' . •
DI • • • • • DI • •• a a a I
U I : I ; &I
I . I I · I ...
• "
DI l.l. IA.I
I I a l la
DI ll l,IJI
I I .I a Ila
U I l I l .I ■
I 11 I I I
'It/flt .. ·::. ·::.
LOCKI NG CAP
I' PA OTBCTIVI CASING
CBMI NT PAD
•• 80 AIHOLB
CIMINT-BINTONffl SLURRY
Bl!NTONITI SBAL
• • • • • • • • .. : .. : . ---11-r"""'r":':~--4' 8TAINLl!S8 8TIIL CASINII .•:·.-:·.•
•••
41'
11'
··=··=·· •••••••• ............. .. : .. : . ........ •.:, •••••••• :· : .. : . •.::•.• :· . .. . .. : . • ••• • • • • • • • • • ••••••••• :·.-:·.•.·. ·=··=·· :•.;:•.•: ....... ••••••• :•.::•.:: ••••••• . . . . .... \ ....... ---··=··.•: ........... ·.::•,::·,:: .. •••••••••••••••••• .. . .. . .. : ......... ' ••••••••••••••• . . . . .. . .. . .. : .... . ··• ...... ····· ..... . . . . . . . . . : ........ . ••• ••• • • • ••• ••• • ... :: •• =:·.: -· •• :.-•.· ....... _.,
WELL CONSTRUCTION MW-04
SAND PACK/C~Yl•IN
4• STAINLESS STl!l!L SCAl!BN
0.01 o• SLOT SIZI
CHARLES MACON DRUM AND LAGOON SITE
2Z
RICHMOND COUNTY, NORTH CAROLINA c!lNt!J
0 A Hallbm'I~
a n
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WELL CONSTRUCTION INFORMATION
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
Well /I:
Driller:
Date of Completion:
Drilling Method:
*Elevation (top of pipel:
*Elevation (land surface):
*Elevation (water table):
Borehole Diameter:
Thickness of Overburden:
Depth Drilled in Rock:
Total Depth of Hole:
Type:
Diameter:
Length:
Type of Joint:
Screen Slot:
Screen Length:
Screen Setting:
Type:
Size:
Depth:
Type:
Method:
Depth:
Method:
Rate of Flow:
Length of Time:
MW-01/
GMC/Graham & Currie
March 2, 1985
Regular Augers/Mud Rotary w/Water
WATER LEVEL INFORMATION -190. 73,
187.58'
150.1/0'
BOREHOLE DATA
8"
Unknown
o•
68'
CASING
Stainless steel, Schedule 5
I/"
1/1/'
Threaded/flush
0.010"
20'
41'-61'
GRAVEL/SAND PACK
Washed Sand/cave-in
coarse sand
31 -61'
SEAL
Bentonite Seal
Dropped
28.5' -31'
DEVELOPMENT
Submersible Pump
Unknown
2.25 hours
COMMENTS
GROUT
Cement -bentonite
Dropped
o• -28.5'
* All elevations are recorded adjusted mean sea level (AMSL).
* Very little staining in this water -cleanest of the four wells.
-.. ... .. .. .. .. .. -.. lllil -- -lilll --.. -
Depth (ft)
0.0-1.5'
5.0-6.5'
10.0-11.5'
15.0-16.5'
20.0-21.5'
25.0-26.5'
30.0-31.5'
35.0-36.5'
40.0-41.5'
45.0-46.5'
50.0-51.5'
Charles Macon Drum and Lagoon Site
Project No.: TDD F,._8412-03
Boring No.: MW-04
Date: March I, 2, 1985
DriUer: Dan Graham
Field Geologist: K. Finder
Subcontractor: Graham and Currie Well Drilling Company
Grain Size Sorting H;zOContent Lithologic Description
Medium to coarse Fair Dry Sand, brown.
Medium to coarse Poor Dry Sand and gravel, clayey, oranget-brown.
Fine to medium Fair Damp Sand and clay, gravelly, lower.% gravel, higher %
clay, reddish-brown.
Clay Fair Damp Clay, and sand, gravely, small % sand and
gravel, light brown, white.
Sand is medium Fair Damp Clay, sandy, saprolite, light brown to red, white, some
weathered feldspar, some black organic spots.
Sand is medium Good Moist Clay, sandy, saprolite, light brown to red,
weathered feldspar.
Sand is coarse Poor Moist Same as above, orange-brown, bottom six inches -
coarse.sand and gravel, organics, little clay.
Sand is medium Fair Moist Clay, saprolite, sandy, orange-light brown,
white, micaceous.
Sand is medium Fair Moist Same as above, orange-brown.
Sand is medium Fair Wet Same as above, WATER.
Fine Good Wet Sand and clay, gravelly, brown, white.
-------------------
Charles Macon Drwn and Lagoon Site
Boring MW-04
Page Two
Depth (ft)
55.0-56.5'
60.0-61.5'
Grain Size
Fine to coarse
Fine to coarse
Sorting
Poor
Poor
HzOContent
Wet
Wet
Lithologic Description
Same as above, higher 96 quartz gravel, brown, white,
weathered feldspar.
Same as above, brown to reddish brown, white,
higher 96 quartz gravel.
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fALLING HEAD PERMEABILITY TESJ RESULTS
c L r EN r : ___ N_u_s_c_o_r..:.p_o_r_a_t_i_o_n_-_______ _ DATE: 4/10/85 --_.;.:;....::..::.c...;:.=... ___ _
PRDJECT: __ c_h_a_r_l_e_s_M_a_c_o_n_s_i_·t_e ______ _ PROJECT I: 85263004,5
SAMPLE: MW-04 LOCATION: 21 5' to 23 a•
CLASS!f!CATION: _ __,_ML=--~G~P _____ _ SAMPLE METHOO:_....w.i.._ _____ _
SAMPLE DENSITY: 85 lb/ft3 --------SATURATION: __ ___;l~0~0~I _____ _
SAMPLE SIZE: ll. l cm X VOLUME: ___ ~4~3~5~-~6 ____ _ cm 3
NUMBER Of RUNS: ___ 3 _______ _ AVERAGE RATE 1.5 x lo-4 cm/sec
Richard Marshall
Technician
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29381 841437 !, rr a. CDRJP1••:y C:OIIVUIIQ AID AHLYTICAL C:■IMIITI --a. •o• ,,., A,T\.ANTA. QA. JOJOI REPORT OF ANALYSIS. 4/26/85 Atlanta, Ga., ____________ _
Hill Fister Entineer Inc. For =· 1804 Mon tree 1 Ct. , Suite C Tucker, GA 30084 -
Sample of
Marka
Received 4/22
Boring MW-04-, Charles Mason Site Project N85263004-5
Cation Exchange Capacity (A0AC (1984) 2:0223) ... ,·,· ....... 9.5 rneq/100 g
••••••
5 6500ej
Respectfully submitted,
LAW & COMPANY
By !JftL LJ. itf¥!~u'---
104
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APPENDIXB
DETAILED SAMPLING PROCEDURES
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
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DETAILED PROCEDURES FOR SURF ACE WATER AND SEDIMENT SAMPLING
The following procedures were used in the collection of surface water and sediment
samples:
I.
2.
3.
1/.
Water and sediment samples were collected from the same point at each
sample location.
Water samples were collected first and sediment samples last. This order of
sampling will help minimize sediment disturbance during the collection of the
water samples.
Water samples were taken by facing upstream and submerging the sample
containers in the stream. The water samples were collected in two 1/2 gallon
glass jugs, two one-liter plastic container, and two 1/0-m! glass vials
w/septum. Appropriate preservatives were added to samples that require
preservation and checked with litmus paper as necessary.
All sample containers were sealed with electrical tape and affixed with
custody seals, sample tags, and sample numbers. The sample containers were
then sealed in plastic bags and placed in ice coolers. Samples collected for
organic and cyanide analyses were iced at the end of each day and samples
collected for metals analyses were not.
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DETAILED PROCEDURES FOR MONITORING WELL SAMPLING
The following procedures were used in the collection of groundwater water samples
from monitoring wells:
l. Static water level and total depth of well was measured with a water level
indicator. The following formula was used to calculate the volume of
standing water in the well:
V = Jl'(d2)/I./ x h
V = Volume of water in cubic feet
d = inside diameter of well in feet
h = height of static water column in feet
Given that I cubic foot of water equivalent to 7.1./8 gallons of water, then the
following formula was used to calculate the number of gallons in the static water
column:
2.
3.
1./.
G = V x 7.1./8 gal. H20/l ft3H20
G = gallons of water in the static water column
A submersible pump was used for purging the monitoring wells, Five.static
volumes of water were pumped from the well based on the rate of pumping
(gpm) or until the well becomes dry, whichever occurs first.
Prior to sampling, a second water-level measurement was taken. Samples
were collected using a four-inch teflon bailer. Appropriate preservatives
were added to samples that require preservation and checked with litmus
paper as necessary.
The bailer and water level indicator was cleaned prior to sampling and in
between each well to prevent cross-contamination. New bailing rope was
used for each well the old rope was discarded.
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5.
6.
Field parameters including pH, temperature and specific conductance were
measured.
The sample containers were sealed with electrical tape and affixed with
sample numbers, sample tags and custody seals. These ample containers were
then be sealed in plastic bags. Samples collected for organic and cyanide
analyses were iced at the end of each day. Samples collected for metals
analyses were not.
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APPENDIX C
REFERENCE NO. I EXCERPTS
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
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t1EMORANDUl'I
TO: Fred B. 3tro•.Jd, OSC
Llni ted States
-
Envi ro:mraental Prot;;,ct ion 119ency
Region lU
rkN-::lllbE'r 18, 1 ':183
FROM: Terry F. Dover, Eastern Area Super<Jisor ~-
North Carolina
Solid and Hazardous Waste Man~nt Branch
SUBJECT: HAZARDOUS OIL AND SLUDGE; MACON SITE ---·---------------
Rnal•,sis pert·or!DE-d by the North Carolina Division of Health
So?r·vi,:es Lab revealed that t~ oils and sludges in the thirteen
surface irApound-nts are considered hazardous waste,s :according to
E.P. Toxicit\;j Guide Lines. Heavy 1Detals which were found above
t,he E.P. toxic limits included: Lead-1, 160 pp•, Bariu.-128 ppca and
Chron1 i ura-17. 6 ppca.
·,pee.Hie lab analys1:. 1◄111 l,e t•!T"·n1:d"•u lu 'JVUr ,.,H1Le iur
':lour ·t'ev i ew.
. . ------------DICON'Olll.ATD •
ANALYTICAL AND CONSULTING CHEMISTS ----.... I 709 West Johnson Street • Rlllei&h, North Carolina 27603
I At-AL\'TICAL LABORATORY
En,·1ronmt'n1 Ar11J~·lil
Cansin,H"IMlll lb1triall
(919) 82&-3360
February 25, 1983
82-5515 ldffl:ifK'11Hffl of l'nknowm I .,1nciahu,-
fuel,
rn,;111-Envi ro-Chem Waste Management Services
r~-~~ Post Office Box 10784 . I Hu,-..w•~• Raleigh, North Carolina 27605
Attn: Jerry Deakle -
Subject: Analyses of Samples Received 2/21/83
Sample Identification:
1. Waste Solvents Composite
2. 1/aste Oil Composite
RESULTS
Trichloroethylene, wtS
1, 1, 1-Trichloroethane, wtS
1
1.53
2.96
COSSL1.TATIOX
Mtl~ltur,Jfal S,r,it'ft
Pollu1ion .\baitrntm
Pro«.'°" o.,·•lopfflnll
~lr1hcld, Dt,·•lopffll'flt
SPN,·1•l lrn·•11ia:i:ion
P~•1ic:idn
RCRA
2
<0.2
<0,2
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Other Organics identified were: Methyl lsobutyl Ketone, p-Xylene,
m-Xylene, o-Xylene, and Toluene.
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WPS/ab
Customer/144500
~-~~"'~
W. Paul Brafford
Laboratory·supervisor
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APPENDIX D
ANALYTICAL RESULTS
CHARLES MACON DRUM AND LAGOON SITE
RICHMOND COUNTY, NORTH CAROLINA
-- --
09/11/15
STATTnN TlOfl CS•SLC•OIW STDRET ST TON NOi
--
NSF
IANPL[ COLLF.CTro•1 STl~T n&Tr/TIH~ n)/27/85 flMPLI! COLLECTION I STOP ·nur./Tf'4F no,no,oo
-
COLL[CTf.P BYI H FRANKL[• Hr.~ETVFD r•o•1 IIMPLF. R[c•n, DAT[/T[N[ on1nn1no REC'D RYI IUL!Pt
CHENISTI WSR lNILYTlCAL •lTHODI
--
cast NO I lt.99 ORG S.\MPt,Jr 'IOI r>R'161 JNORC: SA"'PT.t: 1rn~ I l.1UJ\J~2 CONTRACf LARORAToRY(ORGA•TCl I Cl'IHPIICHl'.N CONTRACT LARORATORl(INORGIN!Cl1 CH[•TV,CH
REM UK I ll!MAH1
flNPL! LOG VCRlflED BYI PLB
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••FOOTNOTE&•••
iiill ·-
.,.avtAlC! VALUE •N•-~oT ANALYZED -~•J•lNTrRFfR[NCES •J•!ITIMlTID YALU! *"•PAESIJMPTTV~ ivtD~NrE OF PRF:6r~rt UF ~ATt~l•L •l•ACTUlL VALUE rs KNOWN TOR[ LJ'SS THAN VALllt: GTVP'H •L•ICTUAL VALUE II JNOWN TO er CREATEH THAN YALU• GIVEN •U•MAT!RJAL Wal ANALYZFD ,.nR ant NOT DF:TF'.CT~~n. 'tl-ll NUMBER t.S THE UT!NlTED NININUN QIIANTITITTON l,IMIT,
-
IINJT~
11i;11,
IIG/L
IIG/L
IIG/L
IIG/L
llf. / I.
IJ~/L fl(;/ I.
IIG/ I, IIG/L UG/L
11(;/1,
IIG/1,
IIG/L
IIG/L
IIG/L
IIG/1,
IIG/IJ
IIG/L
ll(i/L IIG/L
llr,/L IIG/1, IIG/L
IIG/L IIG/L
IIC/L IJG/L
IIG/L
IJG/L
---- --
I
------ -
09/17185 PUMGEA~LE U~GlNIC~ lNlLY~l5, •1sc Wl'l'P.:P
SAMPLf Hf1 • J R~r '1 )?4
:g3~~~r ~~lti,f~•~:~nN Sl;:nGMA• ~t.~•ENTI NS~
CITY I COAOOVA 5TATFI •r.
&TATTON 1,011 c•-sLr-01w ITORIT ST TON N01
IANPLF. cgLL~CTIONJ START llNPL[ C LLrCTIONI STOP PAT~/TJMV n1121/A5 OAT~ITJMr OO/OQ/00
COLLECTED BYI A rRANKl,IN ~F.C'ETVFO fRllt•'I 5lMPLr ~Ee•~, OAT[,/Tl~~ no,01,,no R~c•n AVr
HALED!
CHEMIST! ANALYTICAL •!THODI
8A&F NO I 1699 nPG sa~PL, ~01 nH'16' tNnRr. ONTHact Ll"ORATOAYIORGANICJ1 cn■•urHE~ ONTRlCT LARORlTOAY(JNORGlNTrJ1 CHE•TFCH
REMARK1 REMARK1
aa"P~t ~OG VEAIFifD RYI PLM
•••PE,.AflkS•••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
--
l•ffSllL·r:-;
IOIJ IOU 1n11 IOU IOU
IOU
10ll •• ••
---
•••••Ar.ALYTICAL, 1H:~IILT.S•••••
lNI llf./1. C'l)I.\JlflUNU 1•A.Mt-'.
Ac~·1ntjJ.: -METhYL t-:THYL "'rtnN~
<"ARHON llfSIIL,t·Jl)t.
M~T~YL hllTYI. ~FTll~F
,..t,;THYL JS11fHITYl, "-t:TIJNL
STYHS::hF
V {flYI, ltCFTATf
P {("t,l,llHIIO I f'Llll1~ll"tt•. T11A1~1-:
~ Liil llJI 1T t( ( (" H Lnt,((il,t t-:T IIA U t:
-
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_____ _,
------
09117/15 [XTRACTABL! OR~ANIC ANALYSIS WATER
SA~PLE NO,I 85C 13?4
t~8~EH ~~lhU"~?~n• 51 ~~oGaa• ti twrNT1 Nsr
C1'YI CORDOVA STATEI NC
STATION 11011 CM•8LC•OIW ITORIT ITT ON NOi
&AMPLE COLL!CTIONI IITART .DAT!/TlM~ nJ/21/85 llNP~, COLL[CTJONI STOP DATE/TIM~ 00/00/00
CDLLICT[D BYI R FRANKLIN ~[r[JVEO fROe1 IANPLE Rtc•o1 DATE/TIM[ 00/00/00 REC 1D 8)1
HlLIDI
CHl:NUT I WSR ANALYTICAL NETHODI
oa,uct LAAORATORY(ORGUtCl I "cn•P11CHEM •• 0
• ~As• NO I 3699 onG S'MPL~ NOi ftu1•• JNORr., SA•PI" Nn I •Dij)~2
ONTAlCT LABORATOAY(INORGlNICl1 CM[MTECH
REN ARK I IIIUAKI
IANPLE LOG V!RJFJED BYI PLB DATA V!RJFIEO BVI J•T
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••FOOT,.DTES••• •A•AVIRAG! v,LUE •NA•NOT •NALVZEO •hAl•lNTFA~~~ENCES •J•!STIMATEP YALU[ ·••PRE&IIMPTIV~ [VILlFNCE OF PRFSFNCE or •ATERHL •K•lCTUAL VALUE IS KNOWN TO Rt L~SS THAN VlLUE GIV~N •L•ACTUAL VALUE Ill KNOWN TO RI GREATER THIN VALUF. r.lVEN •U•NATERUL WU ANALYZED ,nR 811T NOT DETECTEO, THE NIIMHER rs THI ESTIMATED NJNJMUM QUANTITlTTON LIMIT,
R~~ULTS 2nu •• NI 2011 2nu 2nu 2nu
2 t'lll 2nu 2nu 2nu 2nu 2nu 2nu 2nu 2nu 2nu 2nu 2n11 2nu 2nu 2nu !nu nu nu 201J 2nu 2nu 2nu 2nu 2n11 2nu 2n11 2nu 2nu 2nu 2nu 2nu 4nu 2nu 2nu 2nu 2nu 2nu
lnu nu nu 2nu 2nu 2nu 2nu 2nu 2nu 1no11 1no11 1no11 1no11
- -
•••••ANALYTICAL HE~ULTS•••••
!IN t1·5
IIG/L
IIG/L
llG/L
IIG/L
Ill.IL
lli,/1, IIG/1,
IIG/li
ll(i/L
IIG/L IIG/1,
11G/L IIG/L
IIG/L IIG/ I,
IJG/1,
ll(i/1~ IIG/L
IIG/L IIG/L
11G/L
IIG/L IIG/L
IIG/L IIG/L
IIC/L IIG /l, IIG/L IIC/L
IIG/L
11r./L
IIG/L IIG/L lll./L IIG/L IIG/L IIG/L IIG/L
IIG/L IIG/L IIG/L IIG/L IIG/L IIG/L UG/1, IIG/L IIG/L IIG/L
IJC/L llG/L IIG/L IIG/L IIG/L IIG/L
IIG/L
IIG/L UG/L
---
I I.
I i ' ' : •'
li
1':
!· i -1:1
__J)
---.. .. --
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09/17/85 PUAC[lBLE OAGl•tra ANALYSIS WATtA
SA•PLE NO,I •~r 1)79
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UNlRKa RINAAKI
SANPL! LOG VtAI,IED BYI Pl,8 SA•PtE DATA VfAlfl•O RYI J•T
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
-
Pf.SUl.1'~ N• •• !nu nu tnu 1 nu tnu 1nu 1nu
l t\ll 1nu 1nu 1 nu 1nu
1''111 1nu 1nu 1nu
!nu nu
lnu nu
I OU
I 011 1 n11
I "HI
1 n 11
(OU 1nu 1nu
---- -
•••••A~ALYTTCAL H~SllL1S•••••
1/f-,tTS
IIG/L
IIG/L
IIG/1,
IIG/L IIG/1, 11G/L !IG/1, IIG/1,
IIG/L
IIG/L
IIG/L
IIG/L ilC/L
IIG/1, llG/J,
IIG/L
IIG/J, IIG/L
IIG/L
IIG/L IIG/L
IIG/L IIG/1,
IIG/L IIG/1, IIC./L
IIG/L Iii.IL IICIL
IIG/L
----
i';
I ;
I • '
r. j
--- ----
Sl•PL[ ANU ANALYSJ~ WANIGE~tNT 5Y5Tl~ [;~E~~",:i~d:
09/11185 PU~GF.ABLE ORGANICR ANALYSIS, •JSC
WAT[A
6AMP!,E NO. I 85(' 11,9
PROJECT NO I 85•099 PROGRAM [LE•ENTI Nsr IDURCEI CRlRLI! MACON SITE c1n, CORDOVA STATft "C
STATION llOfl C••SA•OlW ITORET ST TON NOi
&ANPLr CULLEC'TIONI START ~AT~ITJ•~ 0)/28/85 SAMPLE COLLECTIONI STOP OlT!ITT•~ no,oo,nn
COLLt:r.tP.:n BYI II FIO.Nt(l,IN RFrt:TVF.() ,R0 ►1 1 SAMPLE ~Ec•n1 DlTE,/TTME 00100,no R~ctn t1,1 auuo,
CHEMIST I ANALYTICAL MF.THOOI
- -
CASE NOtl 3~qq ORG Sl~PL~ r1n1 0A1bQ TNO~~ SA~Pl,f Nn,1 ~0Rl~9 CONT II AC LlRORATOAY (OACl.NTC'' l 1 cn"1Pllt"l·tt•:"1 CONTRAr.T LlRORATORY(INORGANIC)I CH[MTECH
R!MlRJ I
IIIMOJ1
SAMPLE LOG VER!rIED BYI PLH
•••RE ... ARKS•••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
--
HF'SULTS
I A
42 JOU
I OU IOU
IOU 1nu •• ••
-- --
•••••AIOLYT lCAl, t-cf.SIIL1'S•••••
l~I lJG/1, cu~POUNV h~ME
AC.:F'TO,-,:
'4ETHYL ETHYL ~~TIJN! CA~HOh OISllLFlOE
'4t;THY1, tsllTYL "-t'.TO~F.
•~THYL JSOHUTYL ~ETUN•
~TY~ENF:
VUIVL ,c,.:TATr l'l l ~ h t,t lf((lf) f F 1.u, INCIMt. Tu J. NE
f,' 1,llLJRUTk 1 (' t1 l,llJ,1 n"F.1' UA N r;
- ---
,
, •• 1 ..
. . I
··---'
-..
09/11/85
---.. -
EXTAACTAHL! nAr.ANJC ANALYSIS WATER
-
SAMP(,t: TYPF1 HflN~l,
:cs~~i? ~~lAt;~-~:~nN s,;;oGAAN !~E•ENTI N&r
CITYI CORDOVA 8TAT[I NC
STATION 110 11 C•~SA•OI"' ITOIIIT ST TON NOi
llNPL[ COLLf.CTIONI START nATEITI•~ 03/?8/8~ IANpL! COLLf.CTIONI STOP DATEITt•r no,00100
CDLL~CT!D BYI A rAANKLI• •ErETVrn l'Ans, IANP t R[C 1 D1 DATE/TINE 00/00/00 A~r•n HYI
Hll, DI
CHINISTI ""SP aNaLYTJClL ~~THODI
ClSf. NOii 3i99 ORG SA•P1,F NOi PR760 !NORG CONTHAC LARDAATOAY(OACANICII . cnMPUrHEH CONTAlC Ll8DRATOAYIINORCANICl1 c•E•T[CH
ll!lllRKI IIINARKI
IINPL! LOG V!RlflEO BYI PLR
•••RE,.AtHC.8•••
-
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••P'OOTNOTe:8••• •A•lYIAlCI VALUE •NA•NOT ANALYZ[D •NAl•INTFArE•ENCES •J•ISTINATID YALUr ·••PA!SUNPTTYF rYIDF.NrE or PAFSSN~E or •AT[AIAL •K•lCTUlL YALU! 18 KNOWN TO 8! LFSS THAN VALU< GJVFN •L•ACTUAL VlLU! IS KNOWN TO Rf GP[AT!R THAN VALUF r.JVEN •D■NlTrRJAL WAI ANALYZED FOR 811T NOT DETFCTEO, THE NIJMR[R TS TH! fSTJNlT!D NJNTMUM OUANTJUTTON Ll~IT,
-
IINJTS
IIG/L,
11G/L
IIG/L IIC/L IIC/L
IIG/1, 11G/L
llti/L
IIG/1,
JIG/L
IIG/L
IIC./L
ll(;/L -IIG/1,
11(; / J.
llt;/L
IIG/L
ltG/L
IIG/l,
llt;/L IIC/L IIG/L
tit,;/ I,
llt;/L JIG/I,
IIG/1,
IIG/L
llG/1,
IIC/L
llG/L
11(,j/L
IIG /1,
ll(j/ I,
IIG/1,
IIG/L
llG/L IIC/L
IIG/L
ll(f / I,
IIG / I,
IIC,/L IIG/L. IIG/L IIC/L IIG/L IIG/L IIC/L IIG/L
IIG/J, IIG/L IIG/L UG/1, IIG/L IIG/L IIG/L IIC/L UC/~
--- ----
---i · 1
! '•
- -----
09117115 EXTRACTABLE ORGANTC ANALYSIS, MISC WATER
:~8~Ei? ~~lALf:·a:ioN 5l~~OGRAM ,r,E•ENTI
CITYI CORDOVA ~TATEi NC
ITATION 11011 CM•SA•OI• TORIT-ST TON NOi
u::u E8tt1Hrn:; na:T 8tn:n:~ ~::ix:~i
COLLECTED BYI R FRANKLIN SAMPLE RIC'DI DATl,ITIN! IUl,ID1
i=1~1,1~lL METHODI
--
CA8! NOtl ]699 ORG SAMPL, NOi ne16Q !NORG SAMPLl ""·' M0ijJS9 EOITRAC LARORATORYlORGANICl1 cnMPttrHEM OITRlCT LABORATORY INORGANICl1 CHl~TF.CH
R!NlRKI R!NAHI
llNPL! LOG V[RlrIED BYI PLB
•••AEMUU<.S•••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••rOOTNOTE6•••
-
•A•AV!RlG! VALUE •NA•NOT ANALYZED •NAI•INTr.RFERENCF.S •J•E8TIMATEO VALU! ·••PRESUMPTr,, EVIDENCE OF PRESENCE or MATERIAL •lt•ACTUAL Vll,UE IS KNOWN ,n RE r.sa THAN VlLIIE GIVEN •L•ACTUAL VALUE 18 KNOWN TO BE R[lTER THAN VALUE GIVEN •D•NlTr,RUL WU lNALUr.D rOR BIIT ~OT DETECTtD, THE NIINBlR IS THE MINIMUM DETECTION LIMIT.
kF.5111,TS 1 noti 2nu 2nu 10011 2nu 2nu 2ou
2011 20U
10011
lOOIJ l no11
iilll - - -
••••• .. OLYTICAL ttl::SIIL,TS•••••
J "I I Hr./1, ("OMYOUNLl hAlllf. RENZn1r Actu 2•METHYLPNF.NOL 4•MlTHYLPHENOL 2,415•TRICHLnkOPHtNOL .. TLINF. AENZYL Af.CnHnL
4•CHl,fJRU.IN t L [Ht-:
O[Rf:Nznt'IIRAN 2•M~T~YL ~APtltHAl.~N~ 2•NlTRnA•ILJNE 3••ITRnANlf,INt
4•N ITNOAN I I, I•t:
----
' I I .,
'· I ! . i ··l . I . '
----.. ---
09/17/15 PE6TICIDE6/PCH 18 ANO OTH•H CHLORINATitt COMPUIINOS WATER
PROJJCT NO I 85o09~ IOURCt1 CHlRLIE MACON CITY! CO~DOVA
PROGRAM [l,[•[Nfl an,
ShT[I ~C
STATION 11011 CM•SA•OI• ITDAIT ST t ON NOi
BAMPL! COLLECTION! START·DATE/TTMP 03/28/85 IANPL! COLLECTION! STOP nATE/TIM' no,00100
COLLE~TED BYI • FRANKLIN R[CEIVEO r•n•1 UOL. REC 101 D-T!/TIM! 00/00/00 Rt:r n RYI IIUL!Dt
CHEMIST! WSR ANALYTICAL METHOD!
lilll
CASE NO I J69Q ORG SA~PLr ~01 OR16Q fhOH~ SAMVL~ NO.I ~IJAJ~Q CONTRACf LlROAATORY(ORGANICll rnMPIICHM~ CONTUCT LlBORATORYIINIIRGAolC)r CME•TFCH
A!MAUI Rl!MAR~ I
IAMPLI LOG YERl~l!D 811 PLB OATA Y~Rlfl~O av, J ■T
•••AIMlflKS•••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••rODTNOT!S••• •A•AVEAAG~ YALU[ •NA•NOT -NALY7.ED •Nll•INT•RfF.•F.NC~S •J•!ITlMATED YALU[ •N•PR~SUNPTTVP' !YIDF.NI".~ o• PRESE•CE or ·••ACTUAt Y-LU[ IS KNO•N Tn er LE~a THAN VALUF ~IVE~ •U•NAUR AL WAS &NALTZED vnR !IUT NOT DEHCTED, THr NUMH~R THE ts TIUT[D IIINlNllii QIIANTITATTnN LIMIT I, WHEN NO VALUE U REPnntn, SP'[ c~r.npnA•t cnusrTTIIENTS, 2, CONSTITUENTS OR N[TARDLITrs nr TECHNICAL CMLnRnA•E,
-·-
Rr~UI-TS
0 I 111 a. 111
0 I l lJ 0,111 ". I" 0 • II 0 1 l II
0 1 l 11
0 1 111 0 1 1 II
0 1 \ II
U 111
0: 111 o, l 11
0,111 t, (HI
I I 011
,OIi
1 OIi . 1: 011
l,OTI ,011
1 , 011
1 1 011 ~ A I II .. ..
1 1 U II a, 111
- -
•••••AhALYTICAL ~f:bllLTS•••••
IINlTS
ll(i/L
IJG/L
IIG/L IIG/L UG/L
IIG/J,
IIG/L,
11c;11,
II{./ L
11(:IL
llli/1,
IIG/L
IIG/L IIG/f,
IIG/L
lJ(j / I,
IIG/L
IIC/L
IIC/f., IIG/l, 11r./L IIG/L
IIG/L 11r.11,
11r.11 ..
lit; /l,
IIG/1,
IJG/L
IIG/L tlG/L
IH;/L
IIG/ I, IIG/L
IIG/L IIG/L
IIG/1,
-
II
-..
: I
I ·I
I
I . '
' I I . 1:.' ·-1 ' . I
iJ
- ------
SAMPLE ANU ANALYSIS MANAGilliNT SYSTi• IPA•UDtRIG 11 UHENI lilOIIGI
07/IOIII
~
ABI NOfl l699 8RG 8ANPLE NOi DB7~9 · 1NORG DMTRAC LABURAT RY!DRG&MJCll CONPUCHIN DMTR&CT LABDRATORI INDRGANICll CHINTICH
11111AUI I NUii
··----· ·-------
IANPLI LUG VIRIPIID 811 PLB
•••AIMANf.l•••
-
R•IIUALITl CONTROL INDICATES THAT DATA ARI UNUS~A•U 11-eoNPou110 NH 011 MAJ ..-el• ii· •PuHn-· l•lll&NPLIIIG AMD Rh ALI I II NIClll&MY FUR V~RlFlCATlON
-
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
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,, ••• "i.,/::
" ■ .
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SAMPLt·ANO ANALYSIS MANAGEMENT SYSTEM EPA•E&PtRl:G 1V A!HENI ,;1:QIGU
07/UIO
8AMPLt N0,1 85ClJ29
=~s~~iI ~~l~L;i-~:luN 6I~~UGRAM ELEMENT!
CJTYI COIIDUYA 5TATEI NC
Ntif
ITATlON 110 11 CM•6A•OI• ITURIT 8T TON NOi
IANPL£ CULL£CT10hl STAMT OATt;ITIM[ 0)/28/85 IANPLE COLLECTIDNI STOP DATE/TIM[ 00/0U/OU
COLLECTED •YIM fRANKLIN •ECEIV[D fliUMI iaNPU UC'DI UAHITIME OD/DU/00 Rt:C 1D UI HAL~D1
CMiMISTI MAW CHt;MllTI & ■&LITJCAL M£THOUI
--
~
ASE NUtl Jb9V UHu 6AMPL£ NOi D•lb9 !NORG 6AM~L• NO,I •u•J~9 ONTRAC LABORATORY(DRGANICjt COMPUCHEM ONTRACT LABURATORl(INORGAN Cll CHEMT[CH
REMARK I IIEIIARJI
DATA V[Rlfl<D 811 MA•
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
-liillil - --
•••••ANAUYTlCA~ k~IUMti•••••
•t:8ULT6 UNITS ~A•AMET~H o,ulUJ MG/L ~IANIDI
---
'
- -.. ----
09/11115 PIIRGEARLF ORGANirs lNALY~IS SEDTMr.NT/SOTL'&l,UDGEIDRr WTl
:~3~~~? ~~l&L~~•~:~ON ST~~UGRAM Et,E•E•11 NSF
CITYI CORDOVA STlT!I NC
STATION 11011 C••SLC•OIS &tORIT ST TON Nn1
SlNPLi roLLYCTIONI STlRT flAT~,,,., nJ/27185 IANPL! CDLL[CTIONI STOP nATE/TJNF no,on,oo
COLLECTED ~YI R FRANKLIN RFrETVED SAMPLE REC 1DI DATE/TINE 00/00/00 auu111
CHIMISTI ~SR ANALYTICAL NETHOOI
Cl&! NO I )699 ORG SAMPLE NOi OR16? !NORG SA•PLE N0,1 •oBJ50 CDNTRAcf LARORATORY!nRGlNTCll cn•PUCHEN CONTRACT LARORlTORI INDRGlNICl1 CH[MT!CH
R!NARK1 R!NARJCI
UIIP~r LOG VER!rlt:D IIYI PU Sl~fl,f DATA Yr.~IHfD ttYI .J•T
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
- -----
••••••~ALYTICAl, 1-11•:SIIL,TS•••••
lll~TT~
IIG/1'.C,
IIG/J(r,
11r,11',r.
llli/Kt:
IIG/1<.G lll,/1\r,
IIG/Kr.
11(;/Kr,
IIG/KC.
IIG/IH~ IIG/K(j
IIG/Kr.
IJG/KG
11(;/t((;
IILJt,,r;
IIG/Kr.
IIG/,Cr,
IIG/Kr.
IIGIKC: IIG/K(j
IIG/KC IIC:/"-(.
IIG/t<r,
IIG/Kr,
IH;/K(j
llG/tH; HG/KG
IIG/Kr.
IIG/K(i llt;/1\G
'
----
----<("\
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11· I
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09/11/85 PURGEABL~ ~-~••1cs INALY&Ts, •JRC S!DIM!NT/&OILISLUDGE(DNT WT)
:&3~~i! ~~lAtn•~:~ON SI;~oGOM El,EMrNTI N&F
CITY! CORDOVA STAT[t NC
OTATION 11011 CN•5LC•0l5 ITDAIT ST TON NOi
OANPL'-COLLF.CTIONI START nAT!/TJMY 0)/27185 IANP~E COLL!CTIONI STOP ·nATE/TJ•r no,00100
COLLICTF.D BYt A FRANKLIN ~ErE1vro rA □•, SAMPLE REC•n, OATf,ITIM[ no,nn,oo RtC 0
HAI.IOI
CHEMIST! AMALITJCAL METHOUI
CAIE NOtl lb9q fl~C S~MPL~ ~n1 OR1b? ,~n~G SA~~f.[ ~,1.1 MUBl~O CONTAlC LARORATORYIORGA•TClt . cn•P"C~~• CONTRACT LARORATORY(INORGlNIClt CM[■T[CH
R!NIRKI lllMAUI
IANPU LOG Vl:AIFl!D BYI Pl,6 DATA HAlrIEO aYt JwT
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
lliil
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1 f,IJ
NI ··" ··" '"" 1•u IHI •• ••
..
•••••AHf\LYT[CAI, Ht:SIILTS•••••
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-----
09/1710 [XTRACTARL~ ORGANIC AHALYSIS S[DIN~NT/SOJL/SLUDGE!DRY •Tl
:aHiEH ~R1hn-~:~o• ST;;oGRAM EHM[NTI NS,
CITYI CORDOVA STATE I NC
STATION IJDfl C••SLC•OIS ITORIT ST To• NOi
SA.NPLE cgt~~CTIONI START·nAT[/Tt•r 0)/27/85 SANPLI C LL!CTlONI STOP OAT!/TtNr ~0/00/00
COLLICUD ~YI R FRANHIN R[rUVEP r•11•1 SANpL! AEC 1 DI DAT[/Tl•E 00/00/00 R~c•n Hit HALIDI
CHENIITI ~SR ANlLftlCAL METHOD!
iilll -
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Rl!NUJI
Rl!NARJI
IANPLE LOG VERIFIED BYI PLB DATA V!RlfIEO 611 J•T
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
-.lilil
~ESULTS
5,.011
NA •• s•on 5•011 5Fi011
511r1011 sir.on
5Fi01f
Sfi0II sir.on
Sfi0II
5fiOII
!SftOIJ
sir.011
5ft011 5 fl 011 5e011
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5fi Otl
5fi011 !,FiOII
5 fi0II
5 iliOI!
511011
5f'tOII 511,011 5fi0II
5"011 SF,011
5Fi011
5fiOII
5ill011
56011
5'i011 5fi0IJ 51'1011 l100U 5~011
SA0IJ
56011
51'1011 51\011
56811 5#1 II
§A0II
5 f,, 0tl
~AUil 560U~
SAOII 5eo11J ,,.ot1
2A00U 2A00U 2A00U iR0~JI
liiiil
IINTTS
IIG/KG IIG/KG
IIG/l((j
IIGltU: IIG/KG IIG/ICG
IJG/Kr.
UG / t,. i. rn;ncc;
IIG/1((.
IIG/KG IIG/Kt; IIG/Kr. IIG/Kr.
IIG/~G IIGIKC:
IIG/ICG
11(;/KC
IIG/KG IIG/KG IIGIKG IJG/KG
IIG/t,,_i,
IIG/Kr. IIG/Kr.
IIG/1\.t:
IJG/KG IIG/KC:
IICi/KG IIG/KG
IIG✓tH; IIG/~r, IIG/llr. IIG/KG
IIG/KG IIGIKG
IIG/t((j
IIC/llG IIG/KC: IIG/t<I";
llGll<fi
IIG/1\.G
IIG/t<G IJG/KG :rn~tg IIG/KG IIG/KC: UG/KC
IIC/Kr. IIG/KC IIG/KG IIGIKC IIG/Kr. IIG/Kt; IIG/KC
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SA~PLE ANO A~Al,YSI~ MA~AG~~~NT SYST~ A ~ ;~;,~3" ~;~~GH
09/1 l/85 [XTRlCTlijL~ ORGINTC ANALYSI~, etsr 8EOl~[NT/SOTL/8LUDGE(OSY WT)
SA•PLE NO,t A5C 1114
:~B~~~I ~~lALf~•~?ln• 5 ,;~oc••• FLE•r•r1 NSF
CITY! CORDOVA ST1TE1 •c
STATION r,n,, C••SLC'■0IS ITORET ST TON NOi
8ANPLE CULLECTIO ■I STIRT ·nAT~ITJ•~ OJ/21/85 IAMPLE COLLr,CTIONI STOP DAT[ITTMV no,00100
COLLECT~n tty, R FRAN~LIN PFr!TV[~ FPU~I IAMPLt PEC•n, DAT[,/tl~E OIJ/00/00 R~c•n ~,.
IEAUPI
CHEMl8TI ANALYTICAL M[THoo,
lliil
CASE NO I )69q ri~G Sl~PLF NOi nAl6? JNn~G SAUi'l.l 1,n.1 MIJH)SO CONTRIC♦ LARORAToRY!QRGINTC1r rn•PIICHF• CONTRACT LlRORATORY INORGANlr11 CME•TEC'H
R!NAUI uuu,
8AMPLF LOG V~RlflEO HYI PLH
•••flE~ARJtS•••
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
--
~f-'Slll,TS 2AOOU
!)6011
!)f,011 2ROOU
Sf)OII
!,f.011
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!)hOfl
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-- -
•••••ANALYTICAl, Ht:,illL,T~•••••
!'-1; llf;/l(G Ct1:◄l-'IIUNU NAMt-:
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2 •"' f. T l'I V l,PH P: t-1nI,
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4 •("hl.ltMIIA'I f I, I 1H·
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'1.•~t-'.'ftiYJ, ,1JY!l l"Ht.l,t:Nt.:
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09/17185 PURGEABLE ORGANICS ANALYSIS, •1sc WA"ER
SA•PLE ~0,1 R5C 11,5
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CDLLECTFD BYI R rR••~LIN •r.~E,vr.o r•o•t IAMPLF. REC 1nt DATE,ITIN! no,oo,no RfC 10 RYI auun,
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09117115 !XTRlCTABL~ ORr.ANIC ANALYSIS WATER
:~g~~iI ~~l~Lft·~:~ON
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STATION 11011 C•••••OI ITORIT ST TON NOi
SAMPLF COLLFCTIONI START DlTEITJ•' n]/27185 IANPLI CDLL~CT(ONI STOP ·oATt/T ., no100100
COLLECTED BYI H FRIN~l,IN R~~ETVFO FRO•, SIMPLE MEC•n1 IIAT!ITIME on1on1on REC O "'' 81:ALIDI
CHEMIST! •SR ANALYTICAL METHOD!
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:~H~~g ~~lhU•3?io• 81 ~;oGRA• Et,r•ur, •sr
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STATION llDfl C•••W•OI ITOAIT ST TON NOi
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09/17185
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C:ITYI C:IIAnou STATEI "C
STATION 110 11 C•••••02 ITORET ST TON NOi
IAMPL! COLL!CTIONI STlRT -OATF.ITTM~ 0)/21/A• IAMPLE C:OLLECTIONI STOP OATF./TJ•Y no,oo,~o
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COLL[CTFD HY1 M FRANKl,(N •rrrtHn t'R0•1 SAMPL[ R[C 1n1 DlTf/TIM[ on,no,nn •~r•n evr SULEDI
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---- -- -
SAMPLE AND ANALYSIS ~ANAGEMl:NT SVSTt• ~P .. rsn,REC IV ATH!N8 Gr.QAGU
09/17115 PURGEABL! ORGANICS ANALYSIS, MISC
WA'l'[R
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STATION llDfl C••MN•02 ITOAIT ST TON NOi
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09/17/U
=~s~~ir ~~ahn·~:~nN SJ;~oG••~ vt.E•ENTI NSV CITYI CORDOVA STATEI •c
&TATlON t1o11 C•••••02 STOAIT ST TON NOi
llNPtE C8LLtCTIONI STAHT -OATE/TI•~ n]/27/A5 SANP IC LLECTJONI STOP DATE/TIM~ nn1no100
COLLECTED HYI A FRANKLIN PEl'ETVED FRO•f SAMPLE A1c•o1 O&Tr/T[M! 00/00/00 REI' D ·~· HALED!
CHEMlHI W&R ANALITJCAL METHOD!
--
CASE MOt' )h99 ORG SAMPL, ~n, ORlb~ 1~n~~ SA~P,.f Nil.I MD~l~4 conuc Ll80RATORY(ORGA.rc11 Cl1MPIJl'~fM CDNTAlCT LlRORATOAl([NOPGANJCl1 rHE•TrCH
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09/17/85
- ---
~XTRACTAHL[ ORGANTC ANALY3IS, •Isr
lfATl!JI
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SA~PL~ TYPFI MllhnL
PROJECT Nn I R5•tl~9 PRIIG"'Aw ~, •••NTI •s•· 80URCF1 CHIRLIE HICON SITr '"" • •• • •
ClTYI COkDOVI STAT".I •r
STATION 110 11 C•••••02 STDIIIT ST TON NOi
llNPL[ COLLF.CTIONI START llNPLI COLLF.CTIONI STOP
COLLtCTtO 8YI R FRAN~LIN 8AMPL[ Rtc•o, DAT[,/TJM[ suuo,
CHIMISTI lNAL1TIClL METHOOI
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CAS[ NO I 1699 ORG SIMPLr •n1 OR76~ IhORG
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09/17/15 PE5TICIO!SIPC8 1S lND OTH~A CHLOAINlTFO COMPOIINOS Nl'l'IA
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0,111 0, 111 0 1 111
0, l 11
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lili liiiil
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----
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SAHPLL wo,1 •5C7Jio
COLLICTLD IIYI H fRANKLlN . RECElYID 8ANPLI RiC 1D1 OATE/flNE 00/00/00 ··HALH1------· ········· ·· ----·· · ---
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PROJECT hO I 85•099 SOURCE! CHlRLIE MACON CJTTI CORDOVA
STATION 11011 C•••••Ol ITORIT ST TON NOi
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09/17185
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09117185 PURGEARLE ORCA•le& ANALYSIS wuu
5A•PLE N0 0 I R5C 7l78 SAMPL~ TYP[I M(JN~L
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CITYI CORDOVA STATEI •C
STATION I,a,, c•-~w-o4 ITOAIT 8T TON NOi
BANPLE COLLP.CTIDNI START nATP./Tt•F nJ/21/~5 IANPL~ COLL!CTIONI STOP ·DAT!/TI•~ no,00100
COLLECTED HYI R FRANMLTN R[r[TV!D SAMPLE REC 1 n1 DlTF./TI~! nn1001nn 1uun1
CHENUT! IISR ANALYTICAL •ETHOOI
CAB! NOfl )699 ORC Sl•PLF •111 DH1b1 [NORG CONT RAC LlRORlTORY ( ORGAN rel I rnM~IICHE • CONTRACT LA~ORATORYIINDRGANICl1 e~E•T[CH
Rl:NUK1 lll!NAUI
IANPLE LOG VERIFIED BYI PLB SA•PL[ DATA V[RlflED RYI J•T
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- -
Pi'.SUI TS •• NI
lnu nu 1nu 1nu 1nu 1nu 1nu t nu
!nu nu I nu tnu 1 nu
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!nu nu
lnu nu 1nu
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IIN ITS llG/L IIG/L
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09117115 PIIRCFARLF ORr.ANTC~ ANALYSTS, •1sc WATIR
SA•PLF. ""·' A5C •ne
tS8d~H ~~AA,J~·~?~n•
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STATION IIOfl CM•M••04 ITOAET ST TON NOi
PROGNAM 1!:1,[~i[NT I .,SP' snr.
STAT[t NC
IANPL! COLLYCTIONI STlRT .nATVTJHF OJ/27/8~ IANP~I COLLF.CTlONI STOP nAT[/TTHF. OQ/00/00
COLLECTED 8YI R FRANKLIN RF.r[TVFD FRO"f SANPLr REc•n, DAT[,/TIME 00100,no R[C n "¥' IIAUD1
CHE~ISTI ANALYTICAL METHOD!
CASE NO I 1699 f)MG SAMPLF: NOi OR7b7 tNOHG s•~~Lf ~n., ~OBl~b CONTRACf LARORATORYIORGANICI I rn•PIICH[N CONTRACT LARORATORYIINORGANTCl1 C~[UTFCH
A!OPK1
AINARII
IAMPL! LOG VEMIYl~D HYI PL8
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09/17/U !XTRACTABLF. nAr.ANIC ANALYSIS
WAT!R
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COLt!CTFD SYI SANPL! R[CIDI
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CHEM 1ST I WSA ANALYTICAL NETHODI
--
CA&!: NO I 1699 OFl:G SAHPl,F' NOi 08'7b'J TNO~G SA"IPl,E Nn.1 MOR)5b CDNTRAcf LARDhTDRYIOAGOJCl I ~n•PIICHF.• CONTRACT LARDRATORY(INOAGANJC)1 CM!•TECH
Rl!:NARKI
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09117185
PRO,J[CT MO I 85•09Q PPIJ(;HAM [f,E"'fNTI NSf' SOURCE, CHlRLI[ •&en• srT• ctn, CORDOVA ST&Tft •r
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8AMPLF COLLfCT[ONI STaRT OATFITT~~ n11211e~ IANPL~ COLL~CTIOHI STOP ·o,T~/Tl•F no100,oo
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REMARK I ll!IIARKI
UNPLP' l,OG V[RlfltD 8~ I Pl,8
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09/17115 P£8TICTDUIPCB1S AND DTH1'A CHl,ORINATFO C8MPOIINDS WlT!R
EC8~Ei? ~R&&tU•~?loN sr~~OGAAM !r.t•tNT1 NSF l!n•u COPDOVA STAT!I •c
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COLL[CT~D HY1 A fRAN~l,IN RErErvr.o FRU•I IANPLr. Atc•n, DlTFITJME 0010010• R~c•o "VI H.ILEDI
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•••11:t:MA~t<.S••• A•QUALITY CONTROL l•DICATFS THAT n&Tl &RE UNUS[AHI,! A•CO~POUNO MAY OR NAY NOT Hr. PRFSFNT A•RIIANPLING ANO R!lNlLYSIS 18 N[r[~SlRY FOR vr.RlFIClTION
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IIG/J,
IIG/L
IIG/1,
UG/L
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04/ 18/85 PllkC(AML€ UPGA~lC5 ANALYSIS, MISC
WATEt-l
PHIJ,H.:r·r ~II : t15-tQO PR1JC.!-tltM F.l,EMENTI NSF 80UkC~I CH1~1,J~ MACOh Slrf
ClTYI CO~fl<JVA STlH I NC
ST1T1n• 1lol, •S•Ot ••TEH s••PL~ al ITOHET ST To• NOi
8A"4PU: COLLJ.~CTl•l"'I START 0AT1£/Tf,.f: 0)/02/R5 IOOn IANPL[ CoL~lCTIONI STOP OAT~/TI~~ nn,00100
iiiil
CULL.t:CTED tiYI W ,S"'IJTHF.H"11Al1 HFC'llV[ll FFlll"'I K flNflt:R llMPL~ REC 1DI o•rE,/Tl•K O]/ORIA5 1132 •~c O HYI P RUYLE
ltlLE01 YES
CH~SlSTI ANALYTICAi, 1-IETtilJIJI
IIE10~K I REIIAMKI
SA~PL~ LUG V~MlFl~I) bYI Pl,h
•••Ht:~1AHI\.S•••
l1ATA V[t-llflEU RYI f~A
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••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
••• ,.·onTNOT~;s ■••
-
■A•AVF.:Ri\G ►; V"l~llt: •,.a•HUT A-.JALYZ!O ■NAJ•lH1t-:Flf'F:Rt;NCE8 •J•ESTl~ATEP VALUE ·••PHESIIMPTIV[ [YIDE>CE or PHES~NC~ or •AT~PllL
•111.•ACTIIAL VAl~IJF. 18 KNOlo."I TO RI! L'F:SS THAN VALIII:: GTVP'N
•L•aCJIIJ\f, \IAl,llt-'. 1S KNOW,.. Tl1 KF. GREATER THAN VALUF: G(Vt,;N •U-•ot·►:~n Al, .i.-s ANALYZP.ll P'OH ~IIT tr,OT OE'TFCT[fl, TH ►: Nlll"~t:R rs
T1tt.: '.ll~l'1UH Ot:T~CTIU'I LIMIT•
f-lrSIILTS
10011 2ou
200
20ll 20U 2 n LI -~ Nl
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•••••~NALYTJCAL RESIILTS•••••
INI UG/L co•POUND NAME METHYL ~THYL tFTON[ ClRbOh OISULFJ0£ METHYL 811TYL UtONr •~THYL IS08UTVL KITONE STY~F.Nf VI•H AUTlTE nirHLUROOIFLUURU•~THlNE FL110RUTRICHLO~UM£THlN~
-liiil liiill
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lliiiil liilil iiiii iill -
05/IHB5 EXTRACTARt,r ORGANIC ANALYSTS w-.TrP
PMO.JfrT ,.n I H5•190 PR{l(';AAo-4 1-·t,►"'~""-'TI NSf' snu .. Cfi't CHlM1.11-: ,,uc.n!II ~ITF'
CJTYI r111-'flJIVA c<;TATF:t ·:r
STATION J I) I "-"•01 "'ATF'~ Sfi"'1P1..►· •1 STOR~T sTlrtr,~ Mllt
SAMPU' Clll,1,F'CTlOl'III STAftT .0 .. TJ.'/TT"'F fl)/02/fl5 1000
6AMPLF COl,L~CTION1 s·rnp nAT~/TJ~F' no,00100
CIJLf,1''.C'T~·11 KYI "" s~qTHfR""A,N pt,'("f,'JVF'n nm,.., I( fTNl'fo;R
SAlillPLF Ru·•oa flA,Tt-:JTT .. lt t1l/Oij/1,tS 1117 Rt:C 11' RYI P ROYLE
S'!'AL[f'll YFS
CI-W .. ISTI nu ANALYTJrAl, Mf1'~no,
Ht'.riU.~K 1 1er,u1ur 1
SA.,.PLF'. f 1Jc; VfPl,-IEll RYI Pf t'!
-
••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••F'Cl0Tf•t11 F~••• •A•AVt:MA.fa: llALllt: •NA•1111T ANALY7,f() •~AJ•JNTfkF'F.~lfN(fo:S e,l•f:~TIMAT~I) VAl,llF •~•PMfSIIMPTTYF EVTOF~rr or· PH~SYNC! 0~ MATEPIAL •K•lr.'IIIAI, YALIIF TS f(NOWN TO R'-Lf'SS THJN 'IAL It. CTVFN •L•lC"TIIU. VALIJF TS kNflt,,IN 'f'tl Ali' CP,ATER THU~ VALlJF C:tYr.~1 •ll•.,.ATF'HTAI, "iAS A.NALYZP'.D rr,p BIIT NnT OP.TP'.CTtO. TH[ NIIM8t:R TS
THf F'~ftt,UTfO '4TNJ141h4 QIIANTlTA.TJO~ Llltl!JT,
-..
At:'.1WI-TS .. •• •• 1 nu 1nu I I'\ U
1''111 t n II 1nu IOU 1nu 1nu 1nu tnu 1nu 1n11
1 "ll 1nu 1n11 I n11
!nu nu 1n11 IOU 1nu I r, LI 1 nu 1 nu
I n11
1nu I n11
1MJ I nu 1ru 1 nu IOU 1 nu 1nu 1 nu 1 nu 1nu IOU
1nu 1nu 1 nu , nu
1 0(1 I nu 1 nu 1 nu IOU IOU 2 I'\ II
2nu 2nu 2nu
2n11
11N1TS 11,;11,
IIC,/1,
IIG/L
IIG/L IIC/1,
IIG/L
IIG/1,
IIG/1,
IIG/1,
IIG/L
IIG/L
IIG/L
IIG/L HG 11,
II(;/ f. 11c;11,
IIG/1.
IIG/1,
IIG/1,
IIG/L
IIG/1,
IIG /l,
!IG/1,
IIG/1,
IIG/1.
II(. I I,
11G/I,
IIG/1,
IIG / J.
IIG/1,
11 GI I,
II G / L,
11C;/l,
IIG/L IIG /L,
IIC/L
IIC/L IIG/L
IIC/1, llli/L
IIG/L
IIG/1, IIG/L
IIG/L
IIG/L IIG/L
IIG/L IIG/L 111',/L
11(;/L, IIG/L IIG/L IIG/L IIG/L
IIG/L IIG/L IIG/L
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SAMPL~ ANO ANALYSIS ~A~AGF~E~T SY~TtM
J,'PA•PSn, RFC JV
05/15/85
ATHFNS CF.DACIA
FITRACTAHLE QRGlNTC ANALYSIS, MISC WATER
PN0,1lC'T flt0.1 H5•190 PRIICRA~ ELENENTI NSP'
SIIUA~P'I C'tURl,JF. flillCOtil SJTP
CITYI cntU'IUVA ,TaTF:1 ..,c
STATION 1,•,· ~s-01 ~•·rrp sA~P,.F •t ITU~tT ST 1 UN •UI
SAMPLr COLLFCT1n•1 START OlT€/TT•r 03/02/85 1000 IAMPLf COLL[CT1n•1 STOP ·nAT€/TT•~ no,00100
-
COLtErTFIJ ~v, ~ S~JTH~R~AU Prrr,vr~ FPO~. K FJHn[R
SAkPJ,r P~r•~· l)ATf,ITl~~ Ol/OR/NS 1112 P~C 10 AYI P ~OYL[ snuo, YFs
CH~Hl~TI ANALYTICAL eETHno,
Rt'l"IAMK I
AP.:MARI( I
SAMPLF Ll1C VtPl~lFO RY& Pf,~
•••PE.iiANl',S•••
naTA VE~IrT[D BYI OCR
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••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
•••P'onr~-1t.1·rs••• •A•AVE~A~t: V~LU~ ■NA•HOT ANALYZFf) *"Al•lNTFR~EPENC!S •J•rsTt~•T~n VAl,IJ~ •»•PM~Sll~PTtVF •~tDVNCE OF pprs~NC! a, MATERIAL •J•lCTIIAL YALUF JS KNQ~ij TO Al L~S8 THAN YALU[ GTV~N •L•lCTUAL YAl,U[ 18 ••ow• TO~, CR!AT[~ THAN YALUF GIVEN •ll•JIIIAT'-RTA.I, -'AS lNAl,Ytl':O ,nR flllT tHlT D[Tl!!CT!01! TH@: NIIM8e:R TS THF •I•IMUM DETECTtn~ l,IMTT.
RFSIILTS
20U IOU \OU (OU (OU IOU
2011 IOU IOU tOU I OU
I OU
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•••••ANALYTTC.\L ~E811LTS•••••
!NI UG/L cn~POUND NAME
AENZOIC .ICTD 2•MUHYLPHf.NOL
4•Mt.:TH Y l,PHV.NOL
2,4l5•THICHLOR0Ph~NUL lNJ TN'P::
RElrlZYI, Af,rn11n1,
4•CHLtHH,A N t L h,t: fltRli:NZnt IIPlN ?•Mt:TliYI, ~1APi-tTHAl,t:Nt:
1•NIT)WANJ(,Jt,,t,
3•NITkOAN1f,JNt:
4•NJTI-Hl.UHl,1Nl.
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SAMPL~ ANll A~Al,YSI, ~lNA~EM~NT SYSTE~
EPA•F.SD,REG IV ATHENS GEORGIA
-
04/10/85 Pl-:~1'JCIOE'.S/PCK 1 S A'ln O'f'HV.A CHLOfUltATEU COlitPOIINOS WIT[P
SA~PLE TYPF.1 HONWL
PRO,lt:<."'T N0 I H~•1 '-W PRtJCRAM P'LEM[NTI NSli' aou•cr, CMlR1.1~ ••en• SITF CITY I CU~O•.l'/A sr,n, •c
ITATJnN 1,u,1 ~~•I)\ ~AfVQ SA~~, ..... , ITORET ST ·r n~ ~n,
SA14Pl,f' CU(,l,f'C'l'l11,v1 s,·,,Ht nA1'f/Tl"'f,' 11)/02/R~ 1noo
aa~P1.r Cf•l,1.~CTlfl~I STOP nAT~JTr~F 1101~0,oo
COLLlCTEU UY: ~ s~tTHER~tAN RfC~TVEn fPO~I K ftNllEA a•"PL~ A[C•n, DATE/TIM[ OJ/OR/HS 1112 REr•n HYI P AOYL[
l!AL£01 Y~S
CHE141STI COH ANll,YTJCAl, ~~THnn,
RfrUPl'I REM AR•. I
Sl~PLF lilC Yf~IFl[U HYI Pl,K
•••Ht:~Aflr-5•••
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••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
·••FODTNr)T~:s••· .
•.\•AVP'~AG•: VU,IIF •NA•Nnr ANAl,YZtD •N.\l•JhTEHfP:RF.~Ct.:S eJ•ESTl~At~n VALUE ·••PAESIIMPTIVt !VID[NCE or PRfS!NC[ or •ATERIAL •K•.\CfliAl, v-.t,IW ,~ KN""'"' To 8F' J,[SS THAN VALIJF GIVEN •IJ•~ATtRl6L ~AS ANALYZ~n FOR ~llT •~nT DET~CTED. T~E NU~HE~ IS TWP' t STP,•A.TF'('I ,-JNJ14l1'4 r)ll-,NTJTATJON LJMTT 1. ~ltf!i ~O VALUE IS REPORT!~, SEE CHLORDA~t C0NSTITUENTS. 2. rn,ibTITUF~TS nM ~ETAROLtTrs nr T~CHNIClL CHLnRnA~~.
Rt:SU(,TS o.004nu 0,0040U o.004()U 0.00401,1 n.on4ou
,,.00400 u.uo4nu 0.004411 0.0044,u o.nn1Au o.oo'?RU o.on1eu n.on1e11 o.on11-1u
0 • tJ06 ]ll o.o4t,II
0.05611 0.01411
o.O!"it,11
o.oSbll n.oSbll
0.01411
o.05bll
0.2411
~IO0b)lJ
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•••••ANALYTICAL ~ESIILTS•••••
u, IT~
IIG/L IIG/L IIG/L IIG/L
IIG/1,
IIGI(,
IIG/L IIG/1,
IIG/l,
IIG/L IIG/L IIG/L IIG/L IIG/L 11G/L
IIG/1~ IIG/L
11<,; / I, llG/L
IIG/L
IIG/l, IIG/L UG/L IIG/1,
IIG /1. IIGII,
IIC/L
IIG /1,
IIG/1, llt,;/1,
IIG /IJ
IIG/L IIG/L IIG/1,
IIG/L IIG/t,
COfi!POUND HORI• HePTACHLOA H!PTACHLOR !POIJO[ ALPHA•BHC HETA•HHC GAM~A•HHC (1,lNOAN[)
O!LTA•HHC [NnnsuLFAN I (ALPHA) DI!LOAIN
4,4 1•0DT CP,P'•OOT! 4,41 •0DE CP,P 1 •DD!
·••'•ODO (P,~•-non I F:NDRIN [NOOSIILYAN JI (RETA) [NOOSIILfAN SUl,fAU CHl,OROANE (TECH• MJXTllk[I
PCB•,242 IAROCLuR '1421 PC8• 254 (AAOCLOR 54
PCB•f 221 (AAUCLIIH I 211 PC8• 232 ( AAOCLIIA J2 pr~•l24A (AAOCLOH 12481 PCH•12bO (ARIJCLOH f2b0 PCB• ~I~ CAROCLOR 0161 TOKAPH[NE ENORIN ALO[HYnE
2,1176• TCDO(OiOXl•I CHLnR DE 12 ALPHA•CHLnHO£NE /2 G•M~l-CHl,n~nEN~ /2 l•HYUROXYCHLilRD£•E /2 GAHMA•CHLOROANE /2 TRANS•NONACHLOR /2 ALPHA•CHLOHOANt /2
CIS•NONACHLO" 12 HETHOXYCHLOR !:NORIN ~UON!
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l.
II
I
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I
I
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5A"4Pt.~ lNO &~Al,v~,s MANAG£M[~T SYSTEM
1-P.t,•F'.,SO,P[C IV
•TH~•s GrnPGU
MF'T ..ll,S WAT!A
PIIOJ[f"l' un.a t4'>•1 o.,Jo PFl•lC.Al'l"4 r1,i,:1i1,r,T1 NSF -IOUR-eF.t Ckhll,tf ,ocnJ.J Sl'l"F.
CITYI ("(1.HHIVA ~TA'l'fl:I uc
ITATtnN ,1.,1: ;1;.,11 1,ATF.~ SA"'PLF' .1
HBRl!f' li1 I' 111. ..u 1
IAtlPLY. ("l)J,l,FTT('1NI s·rAHT· nATP'/TfJlllt". 0]/02/85 \000 IINPLr ro1.LFCTIONI STOP OAT!/TT•~ 00/00/00
coLL[rTFo 1\t1 w s,AJfHF'~~•~ Ryc~,vro IANPl,F. REr'nr n_.,TF/TfMF. •ll/OB/~5 1132
H&Lr.01 H-i
CHINISTI w.1:., IIALYTJCAI, M~THOPI
Rl!NAfl~I HNAPK1
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•••ACT114L VALUE 18 KNOWN TO A[ L!88 THAN VALUE GIY!H •L•AC'TIIA.I. V,11,U! IS KNOWN ff"I Ill CRtATII' Tl4lN VALU'-r.rvrN ·•O-•otetH AL·-W-a¼-AfULY!fJIB· PAR-· ....... ,, .. DP,Fe,t:n. TH[ NUMBER 'a THF f'ST]IIIIA.T[O 14ll'IIJMTIN QIIA.NTTTlTtnN· LIMIT.
--
IINJT~ IIC/L IIGIL IIG/L IIG/L IIG II,
IIG/L
IIG/L
IIG/J, IIG/1. IIG/1,
IIC/l, 11r,11,
IIG/L UC/I,
IIG/1, IIG/L
!IG/1,
IIG/L
IIG/1, IIG/1, IIG/L IIGIL IIG/L
IIG/L IIG/L 11G/I, •GIL MC/L
=5~~ MG/L
--
cn"'pn11r-o Sil,VEA
ARSENIC &OPON uuu• 8!RYLI, [UM CADMIUM
COAlLT
CHll:0"' JU"' CnPPt:R
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L!AO A,N'T'TMllN'( 8!L[ .. (U 111 ,.,.
STRnNTJl!fr,I
TP.:t,l,UA J IIM TTONJUM
TMALLTU• VANADIUM YTTRIUM UN<' !TPCONJIIM M,~CUAY
ALUMINUfil MOGANIH CALCIUM NAGN!IJUM IRON 1nn1u11
POTa&SIUM
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cijt~1sr1 TJS c~~MISta ,~ALYT1CAL ~~·rn,,u,
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•U•,.ATl'.:l-ltAL •AS lfO.LYZP:U li'IIJ-1 RUT t.lOT DEJf.CTt:O, 1HE tillMtH:~ TS
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CITYI Cll!-1111.H,'A STA1'(1 ..,c
STAT ION t ,n 11 li"l:,•(17 GIOVt-:1, WATJ-'i-1 SA'4Pl.f 12
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Cf.lLLt:CTt'IJ t>YI •1 SMl'rhEH~l\1-.! t,il{('llVEn ,~11 .. , ,. r1r.llt.:P
SAMPLF: ..... _c 1 n1 114·rt-:/TIMt: 01/0ij/ti5 1132 Rt:C D H)I P fHIYLI'.:
S!AU~I Y~S
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•L•lC1"114J, YALIJF'. IS K~ll~N TO ~F" CNEATe:tl TIUN VAT.Ur. {;)Vi:.,,
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IIG/1,
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llli/1,
IIC../L
111;11,
11(,/1,
IIG/1,
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IJG/J1
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IIG/L
IIG/1, II(;/ L
IIG/1,
IIG/L
IIL / I,
IIL/l,
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I/GIL
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llli/L
11G/L llc.i/L IIG/L 111;11, uc;n,
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lflllMCFI CHA~L,I~ MACON SIT~
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APPENDIX E
I SITE INSPECTION REPORT
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POTENTIAL HAZARDOUS WASTE SITE 1. IDENTlFICATION
&e>A SITE INSPECTION REPORT 01 ST A TE 102 SITE N1Ai1BER
PART 1 • SITE LOCATION AND INSPECTION INFORMATION A JC, ifi f,C,/:' J--1' < I c,C'l
11. Sffl! NAME AND LOCA T100I
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0 F.OT>ER 0 Q. UNKN()-
1n.1118P!CT10N INFOIUIA T10N
010A~ -02 SIT!: STATIJS 03 YEARS OIF OPERAT10N
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0 E. STATE 0 F. STATE CONTMCTOA 0 Q.OT>ER , .... o11iiiii ' "'8PECT0A oemu 07 OAGANIZATION 08 TELEPHONE NO.
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13 SITI RE.PRESEHTATIVES INTUMEWED "TTT\.E 1SAODRES8 1 e TELEPHONE NO
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1 r ACCESS IY 1 9 TM OIF NSPECTION 1 9 WEA THEA C0N0IT10NS
~ C> f' O·c.! C'/c,:, v / •·,v □WAMIM
IY. INFOMIATION AYAILA8U FIIOM
01 CONTACT 020F ,.._..re pa ' 03 TELEPHONE NO.
Cv.," lJ. Fra ).,. J « < E. R/I 11,1,y.1 ;;;y, -.J F"f o .... ...,., FORST! ,,_ ··-OOOflQANIZAT10N 07 T'ELEPNONE NO. O&OATE
£,.,,.,.,,-1-r"'~ k' /, ·,,._ J1u5 C, .. ,,-,. (!/01/) 9' I f"-7 7; u 3 ,-';ai'r
WC)NTW OAY Yi!N' ....
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POTENTIAL HAURDOUS WASTE SITE I. IDENTIFICATION
&EPA SITE INSPECTION REPORT 01 STATE 102 SITE NUMBER
PART 2 • WAST£ INFORMATION
11. WASTE STA TES. QUANTITll!I, AND CHARACTERISTICS
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01 PWYSCALSTAns ,c,_.,.,_..,,,I 02 WAST! QUANTTT"V AT Sin 03 WASZCTEAISTICS 1C,•-e• .. ,".i #)0/rl
~LY VOLATILE (.,.._r,1_,.~-
0 ,.,_50UD 0 E. SLURRY
,_.,o-_u ?{TOXIC ~1.JBLE
~~.FNS 0 F.UOUID TONS ' CORROSNE C: ECTIOUS ._ J. EXPLOSI\IE
. SUJOQE O G.GAS r
~OOACTI\IE ._ O. Fl..,U,IMABl.E §,tAEACTIVE
i_.,_ /, J., /:,-,, ~ u CUBIC YARDS
r-. PEAS6STENT C H .:iNIT A8l.E -. I...COMPAT!BLE
!3'"6'.'a,,....
C M. NOT APPUCABl.E
,....,., ~.OFOAUMS
IU. WASTE TYPE
I
CATEOOAY SU88TANCENAME 01 GROSS AMOUNT 102 UNfT OF MEASIJAE 03COMMENTS
SLU SLUDGE
OlW OtLVWASTE
SOL SOLVENTS
I PSO PESTICIOES
occ OTHEA 0AGANIC CHEMICALS
IOC INORGANIC CHEMCALS
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ACO ACIDS
BAS BASES
MES HEAVY META.LS
IV. HAZARDOUS SU8STANCESrs....__,.1o,_,,_,.,.,,,, • ..,cA.1.........,.1
01 CATEGORY 02 SUBSTANCE NAME 03 CAS NUMBER 0-4 STOAAGEJ°'5POSAL METHOO 05 CONCENTRAllON OOME~ CONCENT"-'
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I Y.FE£DSTOCKS1s-...,...,.,,CtJ~
CATEGORY 01 F£EDISTOQ( NAME 02 CAS N\JMBEA CATEGORY 01 FEEDSTOCK NAME 02 CAS NUMBER
FOS
FOS
I FOS FOS
FOS FOS
FOS FOS
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YI. SOURCES OF INFOAMA TION ,cu uitcdll:: ,.,.,....: ... • ~. it•r• ,,_,_ I_....,_._ ,-,11
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EPAFOMl20f0.1317•811
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I POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICATION
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&EPA SITE INSPECTION REPORT 01 sr.-,rel 02 SITE NUMBER
PART 3. DESCRIPTION OF HAZARDOUS CONDITIONS AND INCIDENTS
II. HAZA~S CONDITION8 AND INCIDENTS /
01 YA. GAOUNOWATERCONTAMINATION 02 i?'OBSERVEO(OATE. 1,,.., 1/"v' I I POTENTIAL :: ALLEGED
03 POPULATION PQTENTIALL Y AFFECTED: 04 NARA A TIVE DESCRIPTION
C Id,.,,,~ ✓J s ... /4 .,_ 17 <) ... , ... //, e<1. v / ,,. e-/4/4
...);.,,. S"< le-'"le 7'« -I J 1 vu ........j; . '-l.c.,..,~•-~-e,.-$c.~/.,-,J:
01 e:--!J'."SURFACE WATER CONTAMINATION 02 -~ERVEO (DATE. (._o{.t_'i:j.§.L) c...,; POTENTIAL _; ALLEGED 03 POPULATION POTENTIALLY AFFECTED: 04 NARRATIVE DESCRIPTION
I ?.;" /4 .-,. .,_ .I~ -/2c lj ~, . .f-. ok,:,, ,/,, /2 C -,,!._,_/ ' ~ c./4(,(A,1. 9"., C',./, ·'t,_....._ ~ '>uvf&c e..
e c...c...,a.. ~1--.
I 01 = C CONTAMINATION OF AIA 02 ~ OBSEAVED(DATE: I ._ POTENTIAL _ ALLEGED OJ POPULATION POTENTIALLY AFFECTED· Q,4 NARRATl\lE DESCAJPTJON
I
01 = D. FIRE/EXPLOSIVE CONOIT10NS 02 -OBSERVED IDATE I _ POTENTIAL :: ALLEGED 03 POPULATION POTENTIALLY AFFECTED: 04 NARRATIVE DESCRIPTION
I
I 01 -: E. DIRECT CONTACT 02 = OBSERVED (DATE I ~ POTENTIAL _ ALLEGED
03 POPULATION POTENTIALLY AFFECTED: 04 NARRATIVE DESCRIPTION
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01 = CONTAMINATION OF SOIL Jb 02 _ OBSERVED IDATE I ..?F6fENTIAL = ALLEGED 03 AREA POTENTIALLY AFFECTED: 04 NAARA TIVE DESCRIPTION
. ~ 1.terHJ
/o vi:,.,-( J-t.o ;;._,,I, ,.._.,7 /4, jCI'--"~ 1-e..e--t. (:O /lee 1--/,, /.,{,_ ck~r--1.,,_,_,._ -I,",.,;,..., ✓~t o.,,-,, . ..,~ ..... --1,-;,!-t.r
01 ~DRINKING WATER CONTAMINATION 02 ~EAVED (DA TE I ~TIAL .:.: ALLEGED
I
0~ ~ULATION POTENTIALLY AFFEC:ED: 04 NAAAA TIVE DESCRIPTION
{jl• J-<,.-....,1 ,, c o,J -,.-f.,_ <>~ '<,.,.,.. //,: /7,,.,,~t,,-l"e. ..._., ~/,{ ,1.o r -"'-'-y /4c./ -,, µ f '""-.._
€'ak~ r,,~~-~~+J -:r 0/"-<"s-r,,-,1·~'--<f
I 01 '.....: H. WORt<EA EXPOSURE/INJURY 02 ·-OBSERVED (DATE. I _ POTENTIAL. _ ALLEGED
03 WORt<ERS POTENTIA.U Y AFFECTED 04 NAAAA TlVE DESCRIPTION
01 -! POPULATIONEXPOSUAE1INJUAY 02 _ OBSERVED! OA TE I _ POTENTIAL _ ALL.EGE□ 03 POPUL.A TlON POTENTIALLY AFFECTED 04 NA.AAA TIVE DESCRIPTION I
EPA I-ORM 2070-13 (7•81)
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POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICA T10N
&EPA SITE INSPECTION REPORT 01 STAT'E,02 5m; NUM8ER
PART 3 • DESCRIPTION OF HAZARDOUS CONDITIONS AND INCIDENTS
II. HAZARDOUS CONDITIONS AND INCIOU4TS ,,~,."~'
01 G J. DAMAGE TO FLORA 02 C OBSERVED (DA TE: I ::: POTENTIAL C ALLEGED
04 NARRATIVE DESCRIPTION
01 C K. DAMAGE TO FAUNA 02 0 OSSERVEO !DATE:
04 NARA.A T1VE DESCRIPTION 11,.e,ua-,._,,I 011o•e,u1
I C POTENTIAL :J ALLEGED
_,,,,....-·
01 e1:: CONTAMINATIONQFFOOOCHAIN 02 = OSSERVEO (DATE: I G--PO"iiNTIA.L C A.LI..EGEO
O• NARRATIVE DESCAIPT10N 11.. S, . ./,, c,..../J ,'""''l fy "-<, ✓ _,,__ ;!, _I'-!.,,., :,._
:;fe=~/ ht<,&,,{ ""C<o<• ,, .,,-.J .,._, '
~ ... 6,,., ·~ Rt,;,,:; ~nc ~,
01 = M. UNSTABLE CONTAINMENT OF WASTES 02::: OBSERVED (DATE. I C: POTENTIAL C: "-Ll.EGED
!SDIIII. .01,no,,·St-9 ..,....,I ~H•"",1 a,-,,
03 POPULATION POTENTIALLY AFFECTED: 04 NARA.A nve DESCRIPTION
.
01 C N. DAMAGE TO QFFSITE PROPERTY 02 = OBSERVED (DATE. I ·= POTENTIAL ·= ALLEGED
04 NARRATIVE DESCRIPTION
01 C: 0. CONTAMINATION OF SEWERS. STORM DRAINS. WWT~ 02 C OBSERVED (DATE. I = POTENTIAL = ALLEGED
O• NARRATIVE DESCRIPTION
01 = P ILLEGAl..'UN.A.UTHOAIZED DUMPING 02 C OBSERVED I DA TE I = POTENTIAL = ALLEGED
a• NARR A nve DESCRIPTION
'
as DESCRIPTION OF ANY OTHER KNOWN. POTENT\AL. OR ALLEGED HAZARDS
Ill. TOTAL POPUU. TION POTENTIALLY AFFECTED:
IV. COMMENTS
k ,._/11 1 ' . · , , J
~ · 5<A, '/.tr · ,,. 11 'I i • • .
, (11 ~ c"; "-'"7 ,.,,,.,/-~ <'/eca.,~I..J ---.J: ,e;..,, . .,:-/ 1/4 • u---......,k.y'c•~
¼,,. Lt,l,f ......... ,-t"'-.e...,. -{/...., ;I j<-ci' t:/47.~t. ~// cl~t-., .. , .. ,J l'~l+'-ov·✓
V. SOURCES OF. INFOAMATION,co,a..:,,.:,.,., ... c ... ~ m,., .. , __ .. .,,..,111_,_,, .. t~.,;.<vd~~! L✓,,1-I--,, 5, -f,:e C/e.~,•·r>,; c.L-a.v I~ 5 -;n// a. e,'-". S: i e , Uc1:.. ... e.. 1-,
........ :~<f, 1'{». fZoyFw..-sfo~.
EPA FOAM 2070•1 J {7•81)
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&EPA
II. PERMIT INFORMATION
Ol r,PEOFPEAMIT1$SUE0
,c.-...:• 1111,,...,.,,,.1 ~. Nl'DlS
=a. UIC
·<re. AIR
,._ D. RCRA
= E. RCAA INTERIM STATUS
-, SPCC P\.AN
_G. STATE!s.,.c;,r,1
=" LOCAL15o.,:,,-..,
I OTHER ,.so.c:,,~,
= J. NONE
Ill. SITE DESCRIPTION
o I srQRAGE:O!SPOSAL. ,,~K• "r~., 8PO'ri
f A SURFACE IMPOUNOMENT
_ 8. PILES
'1-, C. DRUMS. ABOVE GROUND
: 0. TANK. ABOVE GROUND
: E. U.NK. BELOW GROUND
~ F LANDFILL
f-. G. LANOFAAM
: H OPENOUMP
..: 1 OTHER >v•e''"
01 CO'-IMENTS
IV. CONTAINMENT
_; I CCN~T OF .-\'-.sres c~.,. 0,,.,
!'. A. A.OEOUATE. SECURE
POTENTIAL HAZARDOUS WASTE SITE
SITE INSPECTION
PART 4 • PERMIT AND DESCRIPTIVE INFORMATION
02 PEFIMlT NUMBER 03 DATE ISSUED 04 EXPIRATION OATE 05 COMMENTS
I. IOENTIFICA TION
nn. <:"' /', ·J-/,·..--.c t L .h
02AMOUNT OJ UNIT OF MEASlJRE 0-4 TAEA TMEN! 1CIIKt -!,,_ .-,,
= A. INCENERATION = 8. UNOERGAOUNO INJECTION
·= C. CHEMtCALJPHYSICAL = D. BIOLOGICAL ,t E. WASTE OIL PROCESSING
'-' F. SOLVENT RECOVERY
•= G. OTHER AECVCUNG/RECOVEAY
05OTHER
/4~LOtNGS ON SITE
06 AREA OF SITE
= C. INAOEQUATE. POOR = 0. INSECURE. UNSOUND. DANGEROUS
02 :>ESCRIPTION OF DRUMS DIKING. LINERS. BAAAIERS. ETC.
0 . .
(} Pl Oi,,, -/o (: /4 cZ.,1t ~/""7
V. ACCESSIBILITY
I
I POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICATION
i &EPA SITE INSPECTION REPORT 01 STATEI02 SITE NUMBER
PART 5 • WATER, DEMOGRAPHIC, AND ENVIRONMENTAL DATA
II. DRINKING WATER SUPPLY
I 01 TYPE OF DRINKING SUPPLY 02 STATUS 03 DISTANCE TO SITE
/C1t..:• • .,.-:-I
SURFACE WELL ENDANGERED AFFECTED MONITORED
COMMUNITY .. -91/ ~.✓ 9. 0 c.c •• (mi)
-
NON-COMMUNITY c.G o. E.O F.Ci 9. '{.,t:; (m11
I Ill. GROUNDWA TEA
01 GROUNDWATER USE IN VICINITY /C1tK•o,,•1
I
_,,.-· ~INKING = C. COMMERCIAL. INDUSTRIAL. lRRIGA TIQN
<L'A. OHL Y SOURCE FOR DRINKING
'.:: 0 NOT USED. UNUSEABLE
10!11_, _,,cH ••-I I'--"° or--H ,....,..,
COMMERCIAL. INDUSTRIAL. IRRIGATION
P:,u-1-L
/HOOi,.., _., l°",c11 I ....... / / v ~c.·,,1~-/2 .. i ~ rl'!,-/-e.,. i-a-,,/4 ;,,{(
.• ~ ,,1..,_1 ,,, '(...' ../.,,~A,_, .;/,,Ue. '>-•-~
-, ' ,
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02 POPUL.lOON SERVED BV GROUND WATER :,OD 03 DISTANCE TO NEAREST DRINKING WATER WELL 1(,_ <I (ml)
o, OEPTI-t TO GAOUNOWA TER o, DIRECTION OF GAOUNOWATI:R FLOW 0e DEPTH TO AQUIFER 07 POTENTIAL VIELO oe ~ AQUIFER
~---;t; tfl' ~,,J OF CONCERN OF '°"'"""
'5.>,:!-/_~ Z-4'-o lttl loodl
es C NO
(ft)
09 DESCRIPTION OF WEL.1.S 1/IIC~ un,q• o~,_., Al'd IQCUo,;,,'I '""''y' 10 ~-....er 01.~I! L-eo-e:.I, ·,._( 5 <>f ,;;,"-i-e.
,/. <..-<-~• J, ..£,. ·3 CJ>,,) c~,,,s ,-J .,_._-/;, L-, +l-. '"'-"' 3 ')A,,1J '/'<...,
J ¼ -,,v.,( /a f,/,e ;..,_. /;l.,).., .,j' -fL,.. }<.:, i) .,. .-; ,,j ~../.;;,
C.:>~· t.,.__,,. -I-'«-........ I ' ,
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10 RECHARGE AREA
1 1 DISCHARGE AREA
= YES COMMENTS = YES COMMENTS
C NO
= NO
IV.SURFACE WATER
01 ZATERUSEiC..,tc•o"•'
A. AESEAVO~,' = 8. IRRIGA T\ON. ECONOMICALLY = C. COMMERCIAL. INDUSTRIAL S D. NOT CURRENTLY USED
DRINKING WA TEA SOURCE IMPORTANT RESOURCES
I 02 AFFECTE01POTENTIAU.Y AFFECTED BODIES OF WATER
NAME:
AFFECTED DISTANCE TO SITE
r 5' "''" "' 5 ,·,+ -ii ' < < ' ✓ J. --I~ -0, <I-{ml)
J'"J /)>
-
JGc,,£v
-/ 1m1)
'f!<t'.r:
' I,· .,£:, ~~ ~.·-,. -
' ;::-, ,,1. .. ''j ,12., './,
-c.7. 't
,C-c:i-,1,,:.:1¢r1::12, ':::i;~ --1m11
V. DEMOGRAPHIC AND PROPERTY INFORMATION
01 TOTAL POPULATION WITl11N
J2 01ST ANCE TO NEAREST POPULATION
ONE ( 1 l MILE OF SITE TWO ( 2) MILES OF SITE THREE (31 M1LESOF SITE i/,;
A. 9. C.
1m1)
"10 OF PERSO"'S l'fQ Of' l>ERSO"'S "0 OF PERSONS
OJ NUMBER OF BUILDING$ WITHIN TWO i2l MILES OF SITE 04 OISU.NCE TO NE,1,REST OFF,SITE BUILDING
1/11 (mil
05 POPULATION WITHIN VICININ QF SITE 11>-o,,c• n,r,111,.•<1HCrp1og11 01 ""'"'•0•1100.,,.,00,. .. ,,,..., .,c,,.,1, JI u, , ~ ·~1•• ""•q• ;,~,,,, Joe •• ,,a_.,:,,,. ••u,
I •
I EPA FORM 207Q.1J 17-81)
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POTENTIAL HAZARDOUS WASTE SITE
SITE INSPECTION REPORT &EPA PART 5. WATER. DEMOGRAPHIC, AND ENVIRONMENTAL DATA
VI. ENVIRONMENTAL INFORMATION
o, PERMf,-,BIUT'V OF UNSATURATED ZONE 1Cl't..:• o,,•1
I. IDENTIFICATION
01 ShTE,02 SITE NUMBER
V =A.10-6-10-ecmisec =s 10-,-1a-ecm1sec :.:c.10-,-10-Jcmlsec .=o.GAEATERTHANlQ-lcm1sec
('-1 ==r.,;;;;;oc,-:c;;;:-;;;;--------------1
~PERMEABILlf"V OF BEOAOCK,c.•..:• o"••
-:_: A. IMPERMEABLE C 8. RELATIVELY IMPERMEABLE :3 C. RELATIVELY PERMEABLE
,~n,,,,.,, ,o-ac,..1..::1 rio·• -,o-ae,..,sK1 rro·2 -,o·•c,..,K,
C 0. VERY PERMEABLE
1G,_.,r,... ,o· 2 e,., 1..:1
OJ OEPTM TO BEDROCK O• DEPTH OF CONT AMINA TEO SOIL ZONE 05 SOtLot-t
______ \tt) _______ \ft)
07 ONE VEAR 2• HOUR RAINFALL 08 SLOPE
oe NET PAEC1PITATION
________ (in) ________ \In)
SITE SLOPE I DIRECTION OF SITE &.OPE I
s•s-.. . ., J s (.,lt.,.._-/-f.(,,,._,,i/' cc
TERRAIN AVERAGE SLOPE
AM,µ .. 7 "
09 FLOOD POTENTIAL
'.:: SITE IS ON BARRIER ISLAND. COASTAL HIGH HA.ZARO AREA, RIVERINE FLOOOWAY
SITE IS IN YEAR FLOODPLAIN
1 1 DISTANCE TO wETI.ANOS•5 ,c,em"'"""m' 1 2 01ST ANCE TO CRITICAL i'iA8IT AT rot__,.,...., ~•1
✓· ESTUARINE O ~;EA
/'-(_--,~•~=.::;;~====::'.'.\m::•::_l ___ _.'.'.B:_. =======.'..'.\m:::•::_l ___ __:L _ __:E'.:N;:'.O_:A::N;:'.G'.:E'.:A:E;:'.O_:S::P;E:C:IE;:S'._•_=:=============-----l

1 J L.ANO use 1N v1CINIT'!'
DISTANCE TO: RESIDENTIAL AREAS: NATIONAUSTATE PARKS. AGRICUL T\JRAL LANDS
COMMERCIAL·INOUSTRIAL FORESTS. OR WILDLIFE RESERVES PRIME AG LANO AG LANO
B. _,_n.,_,_I j.,__1m,) C. ______ (mil 0. _...,_(2,_,.,.L/ __ (m1l
11 OESCRIPTION OF SITE IN REL.A TION TO SUAAOUNOING TOPOGRAPHY
;/,,.__ 5 /4,I'.,_ "f. -f/..,_ s,·-l-e_ 0-;t/t ,,,,,, -t. /.,_ /.css -I/.,,.,,.__ -s-,1,'·•r-~.,,
,_,_.:1,t.t,.,,.~ ~?' r t,, C ,_.......::_ (.~ r-...c.. .i;;: -lo '1 ?,,r -t' jt,-'-< .... -' I -<A.f -f-. l,,, yc,_O -I k
":,,' -/-.,_ /,..,,.,._.c{,,.-(, f)1,,,'...._f,,_ I,: -la ·-/L 5"" +/.... <-~r+ -lc•-u-.Ji
VII. SOURCES OF INFORM A TIQN •C,11 soec,1,c: ,,,.,.,,,.1 • 7 sr,i, , • .., 1_,. .,,.,,,,s 'tPOITlr
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POTENTIAL HAZARDOUS WASTE SITE I. IDENTFICATION
&EPA SITE INSPECTION REPORT
!)t STATEI02 SIT(~
PART I· SAMPLE AND FIELD INFORMATION
IL SAMPLES TAKEN
01l«JMBERC1F 02 SAMPLES SENT TO
03 ES TIM A TED DA TE
SAMPI..E l"f P'f SNril"I.ES TAKEN
~TS A\J.a,ua.f
GROUNDWATER
$-CL 17 -Co .,__ /CL· C:.l -+~< I 1c>/;,-r
SURFACE WATER tf CLP ;; . -/CL"'-~. tL~= -t-" !'. ,oiss
,
WAS'Tc
""'
RUNOFF
SPLL
SOI.
VEGETATION
OTHER
Ill. FIELD MEASUREMENTS TAKEN
Ot TVPe 02 COtoMNTS
'5' u.,,/_;;, e "'-/. -, f-c~ &io (! L,_.,,... -f-... ~
/Jr! . ,:,<,--'S:;/1 ,--.
,;;,;;i.. -"7, t.J..
➔ ,, rr-,,oc:.. I <I "c.. t"('c. -,,,,~c...
f'~C;,,, ,(,', ' ../ I "o'-I -J "o -... L~,.... ,) r -4'SD-u..l ·••;
IV. PHOTOGRAPHS AND MAPS
01 rYPE ~GROUND 1 AERIAL I 02 IN CUSTOOY Of /'/tt< / ... ,, ...... .. -,C /,? ,4
... ,,.. ot 0'9.,llll,O,, "' ,,.a, • .,., ... I
03 hll.t..PS 04 LOCATION OF MAPS
Jves J'J 1, ( I',, .. --' cJ?//
_ NO
V. OTHER FIELD DATA COLLECTED ,P-.,.,.,,_,...,_#K/1111-1
VI. SOURCES OF INFORMATION ,c,11 ,o..:,rc ,,,.,..,en • g. ,1111,-.,_ ~ -'"''· ,_,111
EPA FORM 2070-1317-811
I POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICATION
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&EPA SITE INSPECTION REPORT 01 STATE 102 SITE NUMBER
PART 7 • OWNER INFORMATION
II. CURRENT OWNERCS)
PARENT COMPANY "IDl>"CK>••·
02 0+B NUMBER 08 NAME Qg O+B NUMBER
, .....
QJST'RfE'l AOOAESSrPO llo•. RFO• tte 1 lo, sac:caoe 10 STREET ADDRESS, PO &o•. RFO • ,r, 1 111 SICCOOE
I rSTATE 07 ZIPCOOE 12Cl'T'I' r3STATE 1" ZIPCOOE
,cm
02 0+BNUMBE.R
o•-
08 NAM€ Qg 0+8 NUMBER
I C3 STREET AQOAESSi_. o ,lo.I. 1tFOt. 1.c.1 r• SIC CODE
10 STREET AOOAESS,.-Oto•. ltFO•. tte.! r 'SICCOOE
I o,cm loe STATE 07 ZIPCOOE 12QTY rJ STATE 14 ZlPCOOE
,,_ 02 0+8 HUMBER 08NAME 09 0 + 8 NUMBER
I 03S~ET~SS,PO ao,.,.,o, tte/ I°' SIC CODE 1 0 STREET AOOAESS rP O ao~. flfFD • ,1e i 111$1CCOOE
I
o~ crrv l°e STATE 07 ZIP CODE 12 CITY llJSTATE 1 .t ZIPCODE
,, ...... 020+8NUMBER 08 NAME 09 0 + B NUMBER
OJ Sn:IE.ET -'OOfllfSS <" 0 lk,., RIO•. ,,c 1 lo, siccooe 1 0 STREET ADORES$,,, o &cu. '"0 •. 11e , ,, I SIC COOE
D
o~cm loe su.r 07 Z1PCOOE 12C!TY IIJSTATE 1•ZIPCOOE
Ill. PREVIOUS OWNER(S) l.,ll••••ut,..: ... ,,.,,11 IV. REAL TY OWNER(S) 11t .oo-c_-.. ,.-,, ,..:..,, 1w111
,, ....... 02 0 + 8 NUMBER 01NAME 020+BNUMBER
D OJSTREEl-'OOAES$1f'O 1o,.1UO•.t1e1 I o,s.-;cooe 03 STREET AOORESS,P O 8o• . .ctfO •. t1c, 10• SICCOOE
I
:l!ICIT'Y loesare 07 ZIPCOOE 05 C!TY Joe STA.Te 01 Z\P COOE
a 1 -..u,1f 02 0 + B NUMBER 01 NAME 02 O+B NUMBEJ:l
I
OJSTRE.El..,OOAES5·'0 &cu .ctFO• '"; 10• SICCOOE OJ STREET 4.00RESS,P '.J s,;,, .<tFO • t1e, 104 SIC CODE
O,CIT'< loe STATE 01 ZlPCOOE 05CL'N loesTATE 07 ZIP CODE
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I
,, ....... 02 0 + B NUMBER 01 NAME 02 O+BNUMBER
OJSl'llEETjJX)AfS5.,o lo• .<IFOI t1c, lo,s-ccooe OJ STREET ... ooAESS,P ') 8o• . .<tFO. t•c' I 04 SIC CODE
O!IClT't' loeSTATI: 07 ZlPCOOE 05 CIT'!' l°e STATE OT Z\PCOOE
V. SOtJflCES OF INFORMATION ,c11, ui..:,f>c: ,.,.,.,,c ... • g m1, ~•-,_ .,~_,,_ ,eoon11
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I U"U()llilMlOT0.1J 7. I 11\
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POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICATION
&EPA SITE INSPECTION REPORT 01 STAT'Ef 02 5ITf NUMBER
PART I• OPERATOR INFORMATION
I
II. CURRENT OPERA TOR 1_,,,,._,..,.,_.,_0-, OPERATOR'S PARENT COMPANY
,,, __ ,
01NAME· 1°2 D • B NUMBER 10NAME 1'1 O+BNUMSEFl
03 STREET A.ClOAESS /I' 0. lo.I. Rl'O 1. •·I O•SICCOOE 12 STR£ET AOOA!SS 1,, o. to•, 1tF01. Hi;.J 13SICCOOE
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o•cm I°' STATEr, zip C00E 1 • CITY 15 STATEr 8 ZIP CODE
08YENt30F~RATIOH 09NAMEOFOWNEA
HL PR!Vk)US OPERATOR(S) rLM-,__fhl: _....°""',.,.,_,_o-, PREVIOUS OPEAATOIIS' PARENT COMPANIES,._,
I o,_ 1020+BNJMIEA 10 NAME , , 1 O+B NUMBER
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I ••= Ice STATE 101 ZlP CODE acm-15 STATE) 1e ZIP CODE
I 08 YEAASOF OPERATlON oa NAME Of OWNER OURIHQ THIS PE~
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102 o+e NUMBER lONAME r 1 0TB NUMBER
03 STREET ADORESSt,.O 8o•. 14F01 . ...:.1 04 $IC \.,VL,IC. I 2 STREET AOORESS /1'.0 8o1. ltl'O 1. ~-1 lJ SICCOOE
06 CITV loesTATEl01 ZlPCOOE 14CITY 1 s STATE I, e ZIP COOE
oa YEARS OF OPERA T10H 09 NAME OF OWNER OURHJ THIS PERIOD
., ....... 1020+8NUM8ER 10 NAME 111 0-tB NUMBER
03 STREET AODRf$S1P o to•. 1tF01 . ...:.1 o,-eoo1 12 STREET AOOAESS JP O i!IO• . .<ii<O •. 11e.1 !J SIC CODE
05 CITY loe ST,. TE 1°1 ZIP CODE. 14 CITY 15 STATE I 16 ZIP CODE
oe YEARS OF OPERATlON 09 NAME Of OWNER OUM«l T'HIS P£RK)0
IV. SOURCES OF INFORMATION ,ca..--,..,.,_ .. _, 0 . .,.. ,.. _ _._,,. .. _ ,IOOtflii
EPAFORM2070-1317·81J
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I POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICATION
I &EPA SITE INSPECTION REPORT 01 STATEl02SITENUM8EA
PART 9 · GENERATORITRANSPORTER INFORMATION
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01 ,-.>,ME
03 s~ET .t.QORESS 1p o ,.,. ~"o • .,c 1
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1/. SOURCES OF INFORMATION :c•111otc1'1C,-'-"· • 11 .,.,.,_,.,_ ,~ • ..,,,111,,s •i,oo,m
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(~U()IIM 2071).1 J l 7-11
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POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICATION
&EPA SITE INSPECTION REPORT 01 ST.a.T'E,02 SITE ~M8ER
PART 10 • PAST RESPONSE ACTIVITIES
IL PAST REsPONSI! ACTIYTTIE8
01 0 A, WATER SUPPLY CLOSED 02 CATE 03AGENCY
04 DESCRIPTION
01 0 8. TEMPORAA.Y w-.TEA SUPPt.Y PROVIOEO 02 DATE OJ AGENCY
04 OESCRJPTlON
01 0 c. PERMANENT w•TER SUPPLY PAO\IJOEO 02 DATE 03AGENCY
04 OESCRFTlON
01 0 D. 5PU.ED MA~ REMOVED 02 DATE 03 NJA:NCY
a< OESCRIFTlON
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01 U' E. CONT-TEO SOit. REMOVED 020ATE ll//,1•'<-03AGENCV ,1:,;:,,1J _,,_, -.v,>
04 OESCRIPTION ,, /,-
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01 G F. WASTE REPACKAGED 02 DATE 03AGENCY
04 DESCRIPTION
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01 'Z G. WASTE ll<SPOSEO ECSEWHERE 02 DATE I J J IF ..,; '= 03AGENCY -
04 DESCRIPTION
sci./--P,.,...-.. L.vv.-, P -5,c..
01 ~ H. ON SITE BURIAL 02 DATE 03AGENCY
0-4 OESCAIPTION
01 L. I. IN sn\l CHEMICAL TREATMENT 02 DATE 03 AGENCY
04 DESCRIPTION
01 C J. IN SrTlJ BIOLOGICAL TREATMENT 02 CATE 03 AGENCY
04 DESCRIPTION
01 ·= K_ IN SITU PHYSICAL rAEATMENT 02 DATE 03 AGENCY
a, DESCA1PTION
01 _ L, ENCAPSULATION 02 DATE 03 AGENCY
04 DESCRIPTION
01 ~ M. EMERGENCY WA::iTE rAEATMENT 02 DATE 03 AGENCY
04 DESCRIPTION
01 ~: N. CUTOFF WAU.S 02 CATE 03 AGENCY
O.& DESCRIPTION
01 _ 0. EMERGENCY DIKINGiSUAFACE WATER 01\IERSlON 02 DATE 03 AGENCY
O.& DESCRIPTION
01 = P CUTOFF TRENCHES/SUMP 02 DATE 03 AGENCY
O.& DESCRIPTION
01 ~ 0. SUBSURFACE CUTOFF WM.1. 02 DATE 03 AGENCY
O.& DESCRIPTION
EPA FORM 2070-13\7•81)
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POTENTIAL HAZARDOUS WASTE SITE I. IDENTIFICA T10N
oEPA SITE INSPECTION REPORT 01 STA, .. , 02 SITE NUMBER
PART 10 • PAST RESPONSE ACTIVITIES
11 PAST RESPONSE ACTIVmES,c.,._,
01 .....: A. BARRIER WALLS CONS'ffl\JCTED 02 OATc 03 AGENCY
0-4 DESCRIPTION
/
01 ,?S, CAPPINGICOVERING ~ 02 CATE ., 7.r11.\· 03A~Y ~-_ -✓--,-,
04 DESCRIPTION (!,) JtA.-7 ... t.v t!.-~ i=11c---.k~ 5 o;,J;--f.-,-.,.,)( • .........-<' ,:_,,, ,;, ' , .... / G-/ -)"'
01 = T. BULK TANK.AGE REPAiAED 02 DATE OJAG£NCY
04 DESCRIPTION
01 _; U GROUT CUATAiN CONSTRUCTED 02 CATE 03AGENCY
04 DESCRIPflON
0 I ....,; V. BOTTOM SEALED 02 CATE 03 AGENCY
O• DESCRIPTION
0 I _ W. GAS CONTROL 02 CATE OJ AGENCY
04 DESCRIPTION
01 = X. FIRE CONTROL 02 DATE 03 AGENCY
04 DESCRIPTION
Q\ = Y. LEACHATE TREATMENT 02 DATE OJ AGENCY
04 DESCRIPTION
01 = Z. ARE.A. EVACUATED 02 DATE 03 AGENCY
04 DESCRIPTION
01 = 1 A.CCESSTOSITEAESTRICTED
02 DATE 03 AGENCY
04 DESCRIPTION
0 \ : 2. POPULATION AELOCA TEO 02 DATE OJ AGENCY
04 DESCR1PT10N
01 : 3. OTHER REMEDIAL ACTIVITIES 02 CATE 03 AGENCY
04 DESCRIPTION
Ill. SOURCES OF INFORMATION ,c,,.101K,1.:·,,,,.,,eu.,g 1:.r,••tt ,....,0, • .,..., ... ,.oon1,
' E .._FORM2070•13(7•151l
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POTENTIAL HAZARDOUS WASTE SITE
&EPA SITE INSPECTION REPORT
PART 11 • ENFORCEMENT INFORMATION
11. ENFORCEMENT INFORMATION
01 PAST AEGUL.ATOAY ENFORCEMENT ,cTlON /4 . "'
02 OESCFIIPTI()N OF FEDERAL. STATE. LOC-'L AEGUL..A,TQRV ENFORCEMENT ACTION
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I. IDENTIFICA TIDN
01 STATE,02 SITE NUMBER
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