e & e inc - site assessment report
TRANSCRIPT
J. I
'^hilTfSITE ASSESSMENT REPORT FOR
CARBOGRAPHICS SITEHARWOOD HEIGHTS, COOK COUNTY, ILLINOIS
TDD: S05-9803-005 PAN: 8M0501SIXX
May 13, 1998
Prepared for:
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY Emergency and Response Branch
77 West Jackson Boulevard Chicago, Illinois 60604
Prepared by:
Reviewed by:
,'1
inie Wenning, START Project Manager
Ktrick Zwilling, ^^^istant l^ART Program Manager
Date: SllTn^
Approved by; —ThomasKouris^^TART Program Manager
ecology and enyironment, inc.International Specialists in the Environment
33 North Dearborn Street, Chicago, Illinois 60602 Tel. 312/578-9243, Fax: 312/578-9345
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Date: ^ ! !'S
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Table of Contents
Section Page
12
3
4
5
6
Introduction .......................................................................................................... 1-1Background.................................................................................................................. 2-12.1 Site Description.....................................................................................................2-12.2 Site History ......................................................................................................... 2-1Site Assessment............................................................................................................3-1Analytical Results......................................................................................................... 4-1Discussion of Potential Threats.....................................................................................5-1Summary .....................................................................................................................6-1
Appendix Page
A Hunter, Inc. Environmental Services Site Investigation ............................................ A-1B Mostardi-Platt Associates, Inc. Site Investigation ..................................................... B-1C Photodocumentation................................................................................................. C-1D Validated Data Package............................................................................................ D-1
List of Figures
Figure Page
2-1 Site Location Map................................................................................................... 2-3
2- 2 Site Features Map ................................................................................................... 2-43- 1 Sample Location Map.............................................................................................. 3-3
i
List of Tables
laMe Page
4-1 Summary of Analytical Results.................................................................................4-2
1. Introduction
The United States Environmental Protection Agency (U.S. EPA) tasked the Ecology and
Environment, Inc. (E & E), Superfund Technical Assessment and Response Team (START) to assist U.S. EPA On-Scene Coordinator (OSC) Brad Benning in performing a site assessment of the
Carbographics site. The Carbographics site is located in Harwood Heights, Cook County, Illinois. START was requested under Technical Direction Document (TDD) S05-9803-005 to prepare and
implement a health and safety plan; conduct a site reconnaissance; perform air monitoring; collect samples and subcontract analytical services; document on-site activities; and evaluate potential threats
to human health and the environment. The site assessment was performed in accordance with the
National Contingency Plan (NCP) in the Code of Federal Regulation (CFR) Section 300.415, to
evaluate on-site conditions and possible threats to human health, welfare, and the environment. The
site assessment was conducted on March 13, 1998.
1-1
2. Background
2.1 Site DescriptionThe Carbographics site is an abandoned metal parts silk screening facility located at 4757 North
Ronald Street, in Harwood Heights, Cook County, Illinois (Figure 2-1). Coordinates for the site are
latitude 41°58’00" N, and longitude 87‘’48' 11.7" W. The site is located in a suburban
residential/industrial neighborhood. The site is bordered on the north by an alley and an apartment building; on the east by residences; on the south by an industrial facility; and on the west by Ronald
Street. The homes adjacent to the east fence of the site are within 10 feet of the property. There is an
elementary school located approximately 0.25 mile southeast of the site and a high school located
approximately 0.5 mile southwest of the site.The site consists of a one-story, industrial, brick building on the northern portion of the
property, and an asphalt parking lot on the southern portion of the property (Figure 2-2). The facility
is vacant and has been severely vandalized. There are approximately one hundred and fifty 55-gallon
drums scattered throughout the building. There are also over one thousand 1-gallon, 5-gallon, and
other various sized containers scattered throughout the building. There is fencing only along the rear of the building, with no other means of restricting access to the building. There is graffiti, garbage,
and broken windows throughout the building. City workers informed START that trespassers often
dump garbage in the parking lot. The City plans to board up the property to prevent unauthorized
access to the site.
2.2 Site HistoryInformation on whom has occupied the site and for how long was not available at the time of
the site assessment. OSC Benning was informed by the Mayor of Harwood Heights that the site has
not been occupied since 1990.
2-1
In May of 1990, Carbographics Industries, Inc., the potentially responsible party (PRP), hired
Hunter, Inc. Environmental Sciences (Hunter) to conduct a limited subsurface investigation at the site
to determine the presence of soil contamination associated with two underground storage tanks (USTs). The Hunter investigation found the volatile organic compounds (VOCs) 2-butanone, benzene, toluene, ethylbenzene, and xylene in varying concentrations in all five boring locations (Appendix A). The
Hunter report stated that VOC concentrations in the soil appeared to decrease with increasing distance
from the tanks. The report concluded that, “The contaminated soil appears to be associated with the
USTs and could have resulted from leakage, overfilling or spillage at sometimes in the past."(Appendbc A)
In 1991, the law firm of Tinkoff, Popko and Associates retained Mostardi-Platt Associates Inc. (MPA) to perform a Phase II Environmental Assessment and review the report prepared by Hunter (Appendix B). The MPA assessment included eight soil borings and nine samples. The MPA report concluded, “Soil contamination within the soil boring profile was highest in the top three feet, indicating contamination from surface activities, as opposed to leaking USTs where high contamination
levels would characteristically be anticipated much lower in the profile.” (Appendix B) MPA attributed
the soil contamination to leaking drums whose contents migrated to the soil through cracks in the
asphalt. The MPA conclusion differs from the Hunter conclusion.On January 9, 1995, the Office of the Illinois Fire Marshall ordered the PRP to remove the two
USTs. There is no evidence that the USTs were ever removed.
2-2
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ecology and environment, inc.Region 5 - Superfund Technical Assessment and Response Team
33 North Dearborn Street, Suite 900, Chicago, Illinois 60602
Site Location MapFIGURE
2-1Carbographics gTAI R 1:24,000
CITY STATEHarwood Heights IllinoisTDD
S05-9803-005SOURCE
uses 7.5 Minute Series, River Forest, Illinois Quadrangle
DATE 1963
REVISED 1972
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LegendWooden fence
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ISecology and environment, inc.
Region 5 - Superfund Technical Assessment and Response Team 33 North Dearborn Street, Suite 900, Chicago, Illinois 60602
Site Features MapnCURE
2-2Carbographics
SCALENot to scale
CITY STATEHarwood Heights IllinoisTDD
S05-9803-005SOURCE
Ecology and Environment, Inc.DATE 1998REVISED
3. Site Assessment
START members Stephanie Wenning and Jeffrey Hughes mobilized to the Carbographics site
on March 13, 1998, and met with OSC Brad Benning to conduct the site assessment. The weather was
partly cloudy skies, windy, and a temperature of approximately 33°F.Upon arriving on site START noted several broken windows and doors to the building, making
it easily accessible to trespassers. After a safety meeting to discuss on-site safety hazards, access to the
building was gained through an overhead door on the south wall. This door was unlocked and easily
opened. The site reconnaissance was conducted in Level D personal protective equipment. During the
site reconnaissance, air monitoring was conducted using a 2020 photoionization detector (PID). No
organic vapor readings above background were detected throughout the site using the PID.There were approximately twelve 55-gallon drums to the right of the south entrance. Several
drums were empty and could not be accessed because they were located behind other drums or boxes
of wooden stakes that were piled in the area. In the main area of the building, there were
approximately sixty 55-gallon drums and over one hundred 5-gallon containers. Several of these
containers had frozen contents, some held trash, and some were empty. The majority of the drums
were in deteriorating condition and several were open. Many of the drums in this area were labeled
"Flammable" or "Combustible."On the southeast side of the building was a room that contained flammable liquids and a paint
room. The flammable liquids room had no windows so the only illumination available was from
flashlights. The paint room had windows along the east wall so it had sufficient illumination. The
flammable liquids room contained approximately two hundred 1-gallon cans and fifty 5-gallon cans.The paint room contained approximately two hundred 1-gallon cans and twenty 5-gallon cans. Some of
the labels on the containers in these two rooms read: "Flammable," "Phosphoric Acid," "Organic
Peroxide," "Xylene," "Toluene," "Ferric Chloride," "Caustic Soda Material," and "Methylene
Chloride."
3-1
Adjacent to the paint room was a small plating area where chrome and possibly copper plating
was done. There were five vats containing sludge in this area. Due to weather conditions the sludge in
the vats was frozen. All the windows near the plating area were broken and there was a large hole in
the roof near the area.
There were drums, paint and chemical containers scattered throughout the remainder of the
building, most were in deteriorating condition. In one office area there were documents and papers
strewn about the floor. START found a folder from the Custom Chemical Company of Palatine, Illinois, that contained Technical Bulletins and material safety data sheets (MSDSs) for "Water Wash
513," "Liquid Premix 6101ND," "Phos Coat 116," "A1 Coat #1," and "Soak 552." These materials
were apparently used in the metal silk screening process that took place at the site.The rear garage area of the building is accessible by climbing through a missing panel in the
overhead door (Appendix C). This area contains approximately thirty 55-galIon drums and six
acetylene tanks. Level C personal protective equipment was worn in this area. Air monitoring
conducted in the area with the PID detected no organic vapors above background level. A combustible
gas indicator (CGI) detected a lower explosive limit (LEL) gas of 40% in the headspace of a drum
labeled “Thinner-Mild.”
Four sample locations were designated from drums in the rear garage area (Figure 3-1).Sample D-1 was a brownish liquid collected from a drum labeled “Caustic.” On-site testing of sample
D-1 exhibited a pH value of 14 standard units. Sample D-2 was gold in color and collected from a
drum labeled “Phosphate Sol.” Sample D-3 was taken from the drum with the elevated LEL reading
and was a bright yellow color. Sample D-4 contained a thick black material and its drum had no
visible label. All samples were collected by OSC Benning using a glass dmm thief.The samples were packaged and delivered by START to Gabriel Environmental Services in
Chicago, Illinois, for analysis. Samples D-1, D-2, and D-4 were analyzed for pH and sample D-3 was
analyzed for flash point. A U.S. EPA Office of Solid Waste and Emergency Response (OSWER) Quality Assurance Level II data package was requested. All samples were analyzed under analytical
TDD S05-9803-806.
3-2
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Sample location C?ecology and environment, inc.
Region 5 - Superfund Technical Assessment and Response Team 33 North Dearborn Street, Suite 900, Chicago, Dlinois 60602
Sample Location MapnCURE
3-1Carbographics
SCALENot to scale
Cmr STATEHarwood Heights IllinoisTDD
S05-9803-005SOURCE
Ecology and Environment, Inc.DATE 1998REVISED
3-3
4. Analytical Results
Analytical results indicate that samples D-1, D-2, and D-4 are Resource Conservation and
Recovery Act (RCRA) corrosive hazardous wastes, and sample D-3 is a RCRA ignitable hazardous
waste. Analytical results are summarized in Table 4-1. The validated data package is included in
Appendix D.The characteristic of a corrosive waste, as defined in 40 CFR Section 261.22, has a pH value
less than 2 standard units or greater than 12.5 standard units. Analytical results revealed that samples
D-1, D-2, and D-4 exhibit pH values of 13.2, 0.8, and 0.2 standard units, respectively. The
characteristic of an ignitable waste, as defined in 40 CFR Section 262.21, is a liquid with a flash point
less than 140°F. Sample D-3 exhibits a flash point of 77®F.
Table 4-1
SUMMARY OF ANALYTICAL RESULTS CARBOGRAPfflCS
HARWOOD HEIGHTS, COOK COUNTY, ILLINOIS MARCH 13,1998
Sample Designation/Matrix
Parameter D-l/Liquid D-2/Liquid D-3/Liquid D-4/Liquid
pH (Standard units) 13.2 0.8 NA 0.2
Flash point ("F) NA NA 77 NA
Kev:
NA - Not analyzed.
Source: Gabriel Environmental Services, Chicago, Illinois, analytical TDD S05-9803-806.
5. Discussion of Potential Threats
Conditions present at the Carbographics site that constitute a threat to human health and/or the
environment, and may be used to determine the appropriateness of a removal action as set forth in Section
300.415 (b)(2) of the NCP are;
• Actual or potential exposure to nearby human populations, animals, or the food chain from hazardous substances or pollutants or contaminants. A threat of human exposure to the hazardous materials is present at the Carbographics site. The site is currently open to any trespassers or children, windows and doors are missing throughout the facility, and graffiti and garbage is also prevalent. Homes are adjacent to the site on the north and the east.There are active industrial facilities located directly to the south and southwest of the site. There is an elementary school located within 0.25 mile of the site, anda high school located within 0.50 mile of the site. Samples D-1, D-2, and D-4 were found to be corrosive, and sample D-3 was found to be ignitible. There were containers on site labeled "Xylene" and "Toluene." Long-term exposure to xylene or toluene may cause damage to the brain, liver, kidneys, lungs, and blood tissue.
• Hazardous substances or pollutants or contaminants in drums, barrels, tanks, or other bulk storage containers, that may pose a threat of release.The four drums that were sampled all contain RCRA hazardous substances. The drums in the rear garage area are easily accessible and could have their contents overmmed onto the ground. Other containers on site are in deteriorating condition and could rupture, causing their contents to be released to the environment.
• Weather conditions that may cause hazardous substances or pollutants or contaminants to migrate or be released. Snow and rain have already entered the building through broken windows and holes in the roof, causing an accumulation of water. As snow and ice melts it will discharge to the City sewer system and may contain unknown contaminants. When high temperatures occur in summer months there is the potential for containers to rupture or ignite.
• Threat of fire or explosion. There is a potential threat of fire or explosion at the site. Sample D-3 was collected from an open drum and has a flash point of 77“F. There are also hundreds of paint cans and other containers on site marked "Flammable."
5-1
Based on the analytical results and site conditions, mitigative actions are necessary at the Carbographics
site to abate potential and imminent threats to human health and the environment posed by hazardous conditions
present at the site.
5-2
6. Summary
It is recommended that actions be taken to mitigate the human health and environmental threats resulting
from the presence of RCRA hazardous wastes at the Carbographics site. Due to the serious threat of fire and
explosion on site, easy site access, and the presence of nearby schools, there is a significant potential for nearby
populations to be exposed to hazardous substances. Furthermore, not all containers of potentially hazardous
wastes were sampled during the investigation. This site should be secured, and the fire and explosion threat eliminated.
Appendix A
Hunter, Inc. Environmental Services Site Investigation
A-1
fflJNTRw; TP^r:ENVIRONMENTALSC El’CES
SUBSURFACE INVESTIGATION FOR SOIL CONTAMINATION
MAY 1990
CARBOGRAPHIC INDUSTRIES, INC. 4 757 N. RONALD’' STREET
HARWOOD HEIGHTS, XL 60656
HUNTER, INC. ENVIRONMENTAL SCIENCES
3125 N. WILKE ROAD SUITE 3 ARLINGTON HEIGHTS, IL 60004
Copy 2 Qt ^ Prepared by:
A.Dennis P. Bridge, C^ Vice President (/
Jennifer L. ArchacJci Manager of Operations
HES PROJECT # 90-776.01
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EXECUTIVE SUMMARY
The site is located in Harwood Heights, IL, in a suburban industrial neighborhood with surrounding residential and commercial areas. Carbographic Industries, Inc. currently occupies the site and operates a metal parts silk screening business. In May of 1990, Hunter, Inc. Environmental Sciences conducted a limited subsurface investigation at the site to determine the presence of soil contamination associated with 2 underground storage tanks (USTs) . Fiv-e shallow test borings and 1 monitoring well were completed.
Soil samples were collected from each of the borings and monitored on-site for volatile organic compounds (VOCs). Representative samples taken at the 5 foot depth from 3 of the borings were analyzed for VOCs using ERA Method 8240.
Soil samples were screened in the field for VOCs with an HNU Photoionization Meter immediately upon opening the sampling device and also using the jar/headspace method. Both screens indicated the presence of VOCs in several of the samples. Laboratory analysis of 3 soil samples confirmed on-site readings and, more specifically, determined the presence of 2-butanone, (methyl ethyl ketone), benzene, toluene, ethylbenzene, and xylene.
To date the Illinois Environmental Protection Agency (lEPA) has not promulgated Soil Objective Guidelines for fuel cleanup situations, but has no generic guidelines applicable to this site.
INTRODUCTION
In May of 1990, Carbographic Industries, Inc. contracted Hunter, Inc. Environmental Sciences to conduct a limited subsurface soil investigation. The site, located at 4757 N. Ronald Street houses a metal parts silk screening business. Two underground storage tanks located south of the building, beneath an asphalt parking lot, were used until approximately 3 months ago to store toluene, xylene, and a thinner mixture of ketones and petroleum distillates. These tanks were installed approximately 7 years ago as replacements for underground storage tanks which had been in place for over 20 years. The purpose of the investigation was to evaluate whether soil in the immediate vicinity of the tanks was contaminated with VOCs which might have originated from these USTs. Work performed under this contract did, in part, fulfill requirements for soil contamination investigations in a typical Phase II Environmental Assessment.
During t.he course of the investigation, 5 test borings and 1 monitoring well were installed using hollow stem auger/split spoon. Soil samples were obtained from each boring. Three of these samoles were analyzed in the laboratory for the presence of VOCs.
All conclusions in this report are based on these investigative actions.
TEST BORINGS AND MONITORING WELLS
Test boring was conducted in order to observe subsurface soil types, search for possible contaminated soil, and to provide access for the possible installation of monitoring wells. Drilling was conducted by Fox Drilling of Hammond, IN on May 24, 1990 under the supervision of Hunter, Inc. Soil samples were obtained using standard ASTM methods for split spoon sampling.
Test boring sites were located in an attempt to obtain a representative profile and to determine the extent of possible soil contamination that might have arisen from the underground storage tanks.
2
Bore holes were advanced using hollow stem auger method. The locations of the soil borings are shown in Appendix A.
BORING DESCRIPTIONS
Borina 1, 2 and 3 - Sampling was conducted at a depth of 5 feet, and continuously thereafter from 6 to 10 feet. The boring was then advanced to a depth of 15 feet where a sample was taken. A silty clay was encountered throughout each boring down to the 15 foot depth. A monitoring well was installed in Boring 2 for future groundwater sampling as necessary.
Upon completion ground water was present in Boring 1 at a depth of 11 feet and in Boring 2 at a depth-cf 7.5 feet. Boring 3 was dry. Discussions with Illinois Geological Survey personnel in Urbana, IL indicated that soil in the area (SE quarter of NW quarter of Section 13, Township 40 North, Range 13 East) is predominately clay to a depth of approximately 110 feet, and that, if water table aquifer is present, it would more than likely be at the 20 to 25 foot depth. Using this infomnation as a basis, it appears that the water encountered is not indicative of the saturated zone, but results from the preferential flow of percolating rainwater from the previous several days of heavy downfall. This contention was further confirmed by the fact that water was seen infiltrating into the boring holes from surrounding soil as the water level rose in the boring holes.
Borinas 4 and 5 - Sampling was conducted at a depth of 5 feet, and continuously thereafter from 6 to 10 feet. A silty clay was encountered to the 10 foot depth in both borings.
Water was encountered at a depth of approximately 2 feet in Boring 4 and 6.5 feet in Boring 5. Once again, it is speculated that this water was a result of the heavy rains that occurred several days preceeding the drilling.
ANALYSTS OF SOIL SAMPLES
A. HNU Meter ScanEach of the soil samples obtained from each boring was screened at the.site for VOCs both when removed from the split spoon and after residing in a sample jar container for at least 10 minutes and undergoing at least 15 seconds of agitation. An HNU Systems, Inc. PlOl Phocoionization Meter (10.2 ev lamp) calibrated using benzene was used. The HNU meter will detect certain VOCs, such as benzene, toluene, ethylbenzene,and xylene, but does not detect all compounds and does not give quantitative data. It does, however, aid in the detection of VOCs which could be present in the environment. Refer to Appendix B for results.
Readings from soil samples at Boring 1 ranged from 90 to 150 ppm down to the 5 foot depth. VOC concentrations then steadily decreased to 2 ppm at the 10 foot depth, but were found to be 50 ppm at the 15 foot depth. Boring 2 readings ranged from 80 to 100 ppm down to t.he 5 foot depth, and then steadily decreased to less than 5 ppm at the 15 foot depth.
Readings of samples taken from Boring 3 increased from less than 5 ppm at the surface to approximately 50 ppm at the 5 foot depth. They then decreased rapidly to less than 5 ppm at the 8 foot depth and remained less than 5 ppm to the 15 foot depth.
Samples from Borings 4 and 5 were less than 5 ppm throughout their 10 foot depth.
B. Laboratory Analysis
Three soil samples, one each from Borings 2, 3, and 5 were submitted to ALEX Analytical Laboratory for Environmental Excellance, Inc. and analyzed for the presence of VOCs using EPA Method 8240. Refer to Appendix C for laboratory reports.
The results of these analyses show that the sampled soil was contaminated with five different VOCs. .Specifically,Boring 2 showed levels of 2-butanone at 783 ug/kg, benzene at 36.3 ug/kg, toluene at 89.5 ug/kg, ethylbenzene at 6000 ug/kg, and xylene at 12,600 ug/kg. Boring 3 had levels of ethylbenzene at 526 ug/kg and xylene at 2820 ug/kg. Boring 5 showed benzene at 28.8 ug/kg, ethylbenzene at 34.9 ug/kg and xylene at 636 ug/kg. All values were at the 5 foot depth.
CONCLUSTONS
Based upon the findings in this investigation the followingconclusions are presented:
1. VOCs were present in the soil in varying concentrations at all boring locations.
2. 2-butanone, benzene, toluene, ethylbenzene and xylene were present in Boring 2; ethylbenzene and xylene were present in Boring 3 and benzene, ethylbenzene and xylene were present in Boring 5.
3. The contaminated soil appears to be associated with the USTs and could have resulted from leakage, overfilling or spillage at sometime in the past.
4. VOC concentrations appear to decrease with increasing distance from the tanks.
5. Soil in the immediate vicinity of the tanks as well as in surrounding areas is predominantly silty clay.
6. Water encountered while drilling appears to have resulted from the preferential flow of rainwater percolating through the soil into the bore holes, rather than from the true water table.
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May 24, 1990
Depth HNU Peak HNU SteadyBorina ^ Samole = Feet Dom Dom
1 1-5 5 150 50-1501 1-6 6 90 40-601 1-7 7 30 10-201 1-8 8 12 8-121 1-10 10 2 < 11 1-15 15 50 30-40
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4 4-5 5 2 < 24- 4-7 7 1 < 14 4-8 8 1 < 14 4-10 10 1 < 1
5 5-5 5 3 < 35 5-8 8 1 < 15 5-10 10 1 < 1
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108- 05-1 75-2T-178- 57-5 10081-02-579- 01-5 71-93-2 131-98-1 79-00-5 10081-01-5 110-79-1 75-25-2 108-10-1 519-78-5 127-18-1 79-39-5 lOt-88-3 108-90-7 100-91-1 100-92-5 1330-20-7
Ta.« (708) 573-0800
RECEIVEOi 5/28/90 8Y: J. Hasten
PESTICIDE AND PCS ANALYSIS
COMPOUND
zaaaaaassaaaaaezzsaaaaasCHLOPOMETHANE BROMOMETHANC VINYL CMLOROIOE CHLOROETHANE METHYLENE CHLORIDE ACETONECARBON DISULFIDE1.1- OICHLOROETHEN!1.1- OICHLOROETHAN8 TRAMS-1.2-DtCKLOROETHEXE CHLOROFORM 2-9UTANONE1.2- OiaiLOROrrHANE MJ-TRICHLOROBTHANE
CAR80NE TETRACHORIOE VINYL ACETATE 8RQW0ICHL0RCMETHANE1.2- OICHLOROPROPANE TRANS-1,3,-0ICHL0R0PR0PEHE TRICHLOROETHEN!8ENZENEOIBRONOCHLOROMETHANE1.1.2- TRICHLOROETHANE CIS-1,3-DICHLOaOPROPENE 2-CHLOROETHYL VINYL ETHER SROMOPORN4-MmiYl-2-PENTAN0NE2-HEXANONETETRACHLOROETHENE1.1.2.2- T£TRACHL0ROETHANe
TOLUENE CHLOROBENZENE ETHYLBENZENESTYRENExylene (TOTAL)
REPORTED: 5/31/90 BY: C. EaaalukVCRIrlER: Jot« Hasten, 8S
CONCENTRATION(U8/K8)
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Appendix B
Mostardi-Platt Associates, Inc. Site Investigation
MOSTARDf-PLATT ASSOCIATES, IIMC
Environmental Contraa Engineering Services
1077 Entry Drive Sensenvifle. (L 60106 (708) 860-5900
PHASE n ENVIRONMENTAL ASSESSMENT PERFOPvMED FOR
TINKOFT', POPKO AND ASSOCIATES ON THE PROPERTY OCCUPIED BY
CARJBOGRAPmC INDUSTRIES INCORPORATED 4757 NORTH RONALD STREET
HARWOOD HEIGHTS, ILLINOIS APRIL 11, 1391
®Copyright 1991 All rights reserved in
Mostardi-Platt Associates, Inc.1077 Entry Drive, Eensenville, IL 60106
(708)860-5900
PROJECT NO. 04717
MOSTARDI-PLATT ASSOCIATES, INC.
Environmental Contract Engineering Sen/ices
1077 Enrry Drive 3ensenvitie. IL 60106 (7081 860-5900
PHASE n ENVIRONMENTAL ASSESSMENT Performed For
TINKOFT, POPKO AND ASSOCIATES On The Property Occupied By
Carbographic Industries Incorporated 4757 North Ronald Street Harwood Heights, Illinois
April 11, 1991
1.0 INTRODUCTION
MOSTARDI-PLA.TT ASSOCIATES INC. OIPA) was retained by TINKOFF, POPKO AND ASSOCLA.TES to periorm a Phase II Environmental .Assessment (Phase II) on the propeny commonly known as 4757 North Ronald Street, Harwood Heights, Illinois. This Phase fl assessment was periormed in an effon to identify the presence of specific compound contamination, if any, in ±e soil located in and around areas that have been idendrled by a prior environmental consultant.
The Phase H Environmental Assessment includes a review of a "Subsurface Investigation for Soil Contamination" repon on the property prepared by Hunter, Inc. Environmental Sciences, dated May 1990, and rieid investigations (by MP.A) involving soil borings and analyses. Also, MPA reviewed available topographic and geologic maps of the area.
2.0 LOCATION AND PROPERTY DESCRIPTION
The property is located at 4757 North Ronald Street, Harwood Heights, Cook County, Illinois. The property is situated north of Irving Park Road, south of Higgins Road, east of Harlem Avenue, and west of Oak Park Avenue. The property contains a one-story, industriai, brick building on the north portion of the property and an asphalt parking on the south portion of the property. A property location map and a map showing the location of major physical features of the property is appended.
04717.TPA
MOSTARDI-PLATT ASSOCIATES, INC.
3.0 GEOLOGIC DEFORMATION FOR THE PROPERTY AREA
MPA reviewed the Illinois State Geologic Survey publications entitled "Potential for Contamination of Shallow Aquifers in Illinois", "Stack-Unit Mapping of Geologic Materials in Illinois to a Depth of Fifteen Meters," and "Handbook of Pleistocene Stratigraphy in Illinois". A review of those documents indicates that surface soil in the area of the property consists of clayey and silty clay till soil of the Wedron Formation. The soils of the property area are generally described therein as uniform, relatively impermeable, clayey till material of greater than 20 feet in thickness. Soil borings penbrmed by MPA on the property during this investigation correspond to the ISGS information.
Published information concerning the potential for impact from the suriace spillage of contaminants on shallow groundwater aquifers in thie area indicates that there is a low potential for groundwater
contamination from tiiose activities.
.According to published studies regarding aquifer characteristics of till materials in Illinois, the hydraulic conductivities of the soils at the property would generally lie in the range of 1 x 10"* to 1 X 10"’ centimeters per second for clayey till materials. Hydraulic conductivities in those ranges suggest that contaminant migration would be impeded by the clayey soils in the property area.
MP.A review the United States Geologic Survey topographic quadrangle map for the property. That map showed that the property lies at approximately 650 feet above Mean Sea Level. The ground sunace in the property’ area slopes gently toward the east.
4.0 FIELD INVESTIGATION
4.1 Soil Boring InvestigationEight soil borings were performed at the property on February 28, 1991. Soil boring locations were selected utilizing an offset grid pattern surrounding the UST area. Soil borings were drilled under the supervision of Mr. Clayton Heffter, Soil Scientist of MPA. All soil borings were advanced by a truck-mounted, rotary-type, drilling rig equipped with hollow stem augers. Soil samples were taken at 2-foot intervals utilizing a 2-foot split spoon pushed into the undisturbed soil immediately below the hollow stem augers. Prior to drilling and sampling, all equipment was decontaminated using an Alconox soapy wash and a deionized water rinse. Also, all augers were steam cleaned between borings. Decontamination using these methods helps to prevent cross- contamination from one soil boring location to another.
Soil samples were collected from each split spoon and placed in 125 ML. jars cleaned to meet EPA specifications, sealed with Teflon-lined septa screw-on closures, and refrigerated for preservation of volatile compound constituents. Mr. Heffter kept a field log of soil conditions encountered during the drilling procedures. Copies of those drilling logs and a boring location plan are appended to this repon.
04717.TPA
MOSTARDI-PLATT ASSOCIATES, INC.
After sznipies were containerized and placed in a sample preservation cooler, the remaining soil was removed from the spUt spoon and inspected to determine soil type, color, odor, and appearance. That soil was visually classified in accordance with the Unified Soil Qassification System as per American Society for Testing and Material Guidelines. The soil descriptions on the drilling logs are in conformance with this classification system. The specific soil conditions encountered at the individual boring locations during this invesdgadon are described in the drilling logs appended to this repon.
4.2 GroundwaterWater was encountered in boring No. B-8 at a depth of approximately eight feet. No visual or olfactor/ evidence of petroleum products in groundwater was apparent in this boring. No water was encountered in the other seven soil borings.
5.0 LABORATORY ANALYSIS
Tne soil samples collected by MP.A. from the property were analyzed for benzene, toluene, ethylbenzene, xylene, and 2-butanone. Those compounds had been idenhned in the Hunter, Inc. Environmental Sciences repon as being present in the soil.
Collected soil samples exhibiting the highest concentration of organic vapor or odor from each of the eight soil borings performed at the property, along with soil samples taken from the assumed depth of lie base of USTs (9-11 feet) from borings surrounding the UST area, were submitted for analysis :cr benzene, toluene, ethylbenzene, xylene and 2-butanone. Those soil samples with high organic vapor and/or odor are andcipated to have the highest level of target contaminant compounds. MPA sent these samples to Roy F. Weston, Inc. - Gulf Coast Laboratories (Weston), located in University Park, Illinois, for analyses using Method No. 8240 as described in the United States Envhronmental Protecdon Agency Publicadon No. SW-846.
According to Weston, nine of the twelve samples analyzed contained measurable concentradons of those specific compounds. The most common and highly concentrated compounds were ethylbenzene and xylene. Benzene, toluene, and 2-butanone were measured in lower concentradons in six of the twelve soil samples chosen for analysis.
A summar/ of the laboratory analysis is provided in Table 1 on Page 4.
M717.TPA
MOSTARDI-PLATT ASSOCIATES, IIMC.
TABLE 1VOLATILE ANALYSIS SUMMARY
Borin?No.
SampleNo.
D«pthFe«f
OVARea din?
PPM Odors Beexcae TolueneEthyl-
Benzene Xylene 7 niifanoiwi BTEX
B-I 6 5-7 3.0 SolTcm a U- 340 1.400 IS 1.640
B-2 9 I i-3 11.0 .Model Glue a.1 3.600 380.000 1 620.000
u 903.600
i 13 1 1-3 5.0 1 Model Glueu 780 1 13.000 54,000 320 67.780
I B-3 :5 9-11 0.5 None a 1 u li It u 7
3-» 2_5 ! :-3 1 130 ! Model Glue . 1h 100 11 31.000 95.000 a ; 16,100 i
1 -T 9-11 0.3 1 None 1 1 3 u U u u U
B-5 1 / :-3 1,4 1 1 None u u 1.300 10.000 1 17 11.300 13-5 1 19 9-11 ( 0.0 .None 1 u u U U 18 - - 1
k_^ 1 0.4 1 .None j 630 u 920 16.000 u 17.550^ ^ !
22 9-11 1 0.3 None a u u U u " 1B-T ! 1-3 7.0 Sweet a 150 1 3.800 14.000 a 18.050
3-S 32 13-15 0.9 None u1
u u U u u
All results in parts per billion,
u = Undetected during laboratory analysis.
04717.TPA
MOSTARDI-PLATT ASSEIGHEESl INC.
' / i
i-5
Li'.Vl/T Or
047I7.TPA
MOSTARD!-PLATT ASSOCIATES, IlMC.
6.0 DISCUSSION OF RESULTS
The highest level of soil contamination appears to be in the southeast comer of the property, approximately 25 feet from the UST area. As discussed in section 3.0, soil in the property area is anticipated to impede contaminant migration.
Soil contamination within the soil boring profile was highest in the top three feet, indicating contamination from sunace acrivities, as opposed to leaking USTs where high contamination levels would characteristically be anticipated much lower in the profile. Soil samples from the 9-11 foot depth were selected from four borings surrounding the UST area. In one of the four soil boring samples xylene was detected at a level of 7 parts per billion. That level of xylene may be attributable to sample contammadon from shallow soil in the same boring which contained a level of 54,OCX) parts per billion xylene. The sample from boring No. B-5 contained low levels of 2- butanone, but did not contain measurable levels of other target contaminant compounds. The samples from Boring Nos. B-4 and B-6 did not detect measurable levels of the target contaminants in question.
.Areas of apparent surficial contaminadon appeared to coincide with high levels of shallow (less than 3 feet) subsunace soil contaminadon. In certain areas of soil contaminadon, >/lP.A noted circular pane.ms indicauve of drum storage areas, darkly stained areas of orange and white material caked at the sunace, and drums remaining on the property. The asphalt in these areas was cracked and damaged providing migratory paths for infiitradon of contaminants spilled at the surface. Photographs of the stained, caked, and cracked surricial areas are appended. A map showing the areas of heaviest staining is given in Figure 1.
CU717.T7A
Appendix C
Photodocumentation
C-1
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TIME: 1052PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998 TIME: 1053I.OC A HON: Harwood Heights, Illinois DIRECTION: East PHOTOGRAPHER: J. HughesSUBJI'ICT: View of main building entrance. Note missing windows and door gl.ass.
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: East SUBJECT: View of south end of building from Ronald Street.
TIME: 1001PHOTOGRAPHER: J. Hughes
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TIME: 1002PHOTOGRAPHER: J. Hughes
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: Southwest SUBJECT: Drum sample D-1 from rear garage.
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TIME: 1048PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: North SUBJECT: Drum sample D-2 from rear garage.
TIME: 1049PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: Northwest SUBJECT: Drum sample D-3 from rear garage.
TIME: 1050PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: North SUBJECT: Drum sample D-4 from rear garage.
TIME: 1051PHOTOGRAPHER: S. Wenning
SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: West SUBJECT: Collapsed roof and broken windows near plating area.
TIME: 0942PHOTOGRAPHER: S. Wenning
SITE: Carbographics DATE: March 13, 1998 TIME: 0945LOCATION: Harwood Heights, Illinois DIRECTION: North PHOTOGRAPHER: S. WenningSUBJECT: Snow entering the building through hole in roof of main area.
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SITE; Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: East SUBJECT: Chemical room. Note hole in roof.
TIME: 0916 PHOTOGRAPHER: S. Wenning
TIME; 0917 PHOTOGRAPHER: S. Wenning
SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: Southwest SUBJECT: Tool room.
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: North SUBJECT: Drums and small containers in main area.
TIME: 0919PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: East SUBJECT: Drums on east side of main area.
TIME: 0920PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: North SUBJECT: Pails and drums in main area.
TIME: 0921PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998 TIME: 0922LOCATION: Harwood Heights, Illinois DIRECTION: Southeast PHOTOGRAPHER: S. WeSUBJECT: Drums and boxes containing various size paint cans in main area.
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: West SUBJECT: Flammable liquids area.
TIME: 0925PHOTOGRAPHER: S. Wenning
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SITE: Carbographics DATE: March 13, 1998 TIME: 0927LOCATION: Harwood Heights, Illinois DHIECTION: East PHOTOGRAPHER: S. WenningSUBJECT: Container labeled “Organic Peroxide” in flammable liquids area.
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SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: East SUBJECT: Paint cans in locker along east wall in paint room.
TIME: 0935PHOTOGRAPHER: S. Wenning
SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: Northeast SUBJECT: Paint room.
TIME: 0936PHOTOGRAPHER: S. Wenning
7i
TIME: 0940 PHOTOGRAPHER: S. Wenning
SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: Southeast SUBJECT: Plating area.
TIME: 0941 PHOTOGRAPHER: S. Wenning
SITE: Carbographics DATE: March 13, 1998LOCATION: Harwood Heights, Illinois DIRECTION: West SUBJECT: Collapsed roof near plating area.
Appendix D
Validated Data Package
D-1
ecology and environment, inc.International Specialists in the Environment
33 North Dearborn StreetChicago, Illinois 60602Tel. 312/578-9243, Fax; 312/578-9345
MEMORANDUM
DATE: April 30, 1998
TO: Stephanie Wenning, START Project Manager, E & E,Chicago, Illinois
FROM: David Hendren, START Analytical Services Manager,E & E, Chicago, Illinois
THROUGH: Patrick Zwilling, START Assistant Program Manager,E & E, Chicago, Illinois
SUBJECT: Data Quality Review for Flash Point and pH,Carbographics, Harwood Heights, Cook County, Illinois
REFERENCE: Project TDD S05-9803-005 Analytical TDD S05-9803-806 Project PAN 8M0501SIXX Analytical PAN 8MAF01TAXX
The data quality assurance (QA) review of three drum waste samples collected from the Carbographics site is complete. The samples were collected on March 13, 1998, by the Superfund Technical Assessment and Response Team (START) contractor. Ecology and Environment, Inc. (E & E). The samples were submitted to Gabriel Laboratories, Chicago, Illinois. The laboratory analyses were performed according to ASTM 3828-87 and SM 4500.
Sample Identification
START LaboratoryIdentification No. Identification 1
D-1 C803115-01AD-2 C803115-02AD-3 C803115-03AD-4 C803115-04A
■ecyciea oaoer
CarbographicsProject TDD S05-9803-005Analytical TDD S05-9803-806Flash Point, pHPage 2
Data Qualifications:
I. Sample Holding Time: Acceptable
The samples were collected on March 13, 1998, and analyzed on March 16 and 18, 1998. The Office of Solid Waste and Emergency Response (OSWER) Directive 9360.4-01 (April 1990) does not specify holding times for these parameters.
II. Calibrations: Qualified
The laboratory could not provide documentation regarding calibration for either flash point or pH. Although analysis of a control sample such as xylene is not required for flash point, it is performed by most laboratories. All results have been qualified as estimated.
III. Overall Assessment of Data for Use: Qualified
The overall usefulness of the data is based on criteria for QA Level II as outlined in OSWER Data Validation Procedures, Section 9.0, Generic Data Validation Procedures. Based upon the information provided, the data are qualified as stated above.
Data Qualifiers and Definitions:
J - The associated numerical value is an estimated quantity because the reported concentrations were less than required detection limits or quality control criteria were not met.
gabriel■V cnvironmcenvironmental services
Page 1 Ecology & Environment Inc.
Gabriel Log No.: C803115-01A Sample ID: Dl DRUM REAR GARAGE Date Collected: 03/13/98
Sample Matrix: LIQUID Date Received: 03/16/98 Collected By: CLIENT PERSONNEL
Test Description
pH - Electrode Method
Result^13.2 pH Units
Method Analyzed By
SM 4500-H+ 03/16/98 LV
Gabriel Log No.: C803115-02A Sample ID: D2 DRUM REAR GARAGE Date Collected: 03/13/98
Sample Matrix: LIQUID Date Received: 03/16/98 Collected By: CLIENT PERSONNEL
Test Description
pH - Electrode Method
Result
0.8 pH Units
Method Analyzed Bv
SM 4500-H+ 03/16/98 LV
Gabriel Log No.: C803115-03A Sample ID: D3 DRUM REAR GARAGE Date Collected: 03/13/98
Sample Matrix: LIQUID Date Received: 03/16/98 Collected By: CLIENT PERSONNEL
Test Description
Flash Point - Closed Cup
Result
77 -5 F
Method
ASTM 3828-87 03/18/98 GS
Gabriel Log No.: C803115-04A Sample ID: D4 DRUM REAR GARAGE Date Collected: 03/13/98
Sample Matrix: LIQUID Date Received: 03/16/98 Collected By: CLIENT PERSONNEL
Test Description
pH - Electrode Method
Result
0.2 pH Units
Method Analyzed By
SM 4500-H+ 03/16/98 LV
All units are expressed in mg/L for liquids and mg/Kg for solids except as noted.
|ta Release Authorized By - ciLDanuta Panek, Inorganic Group Manager
Date:
pvnsed oo recycled ptp0