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HomeMy WebLinkAboutSB-0211 1998 EIS Phase I for property east of Std SurpluseŁs EIS ENVIRONMENTAL ENGINEERS INC -J Ha PHASE ENVIRONMENTAL SITE ASSESSMENT PORTION OF THE 200 BLOCK OF WEST SAMPLE SOUTH BEND INDIANA JANUARY 23 1998 PREPARED FOR SOUTH BEND COMMUNITY AND ECONOMIC DEVELOPMENT PREPARED BY EIS ENVIRONMENTAL ENGINEERS INC 1701 NORTH IRON WOOD DRIVE SOUTH BEND INDIANA 46635 Thomas Moger6n Project Scientist ephNyePE Project Engi eer President 1458-9701-O1-15540P111TJM980123 EXECUTIVE SUMMARY EIS Environmental Engineers Inc EIS of South Bend Indiana conducted Phase Environmental Site Assessment the Assessment of four contiguous vacant lots located on the north side of the 200 block of West Sample Street in South Bend Indiana the Property The Assessment was conducted in conformance with the scope and limitations of ASTM Practice 1527-97 Exceptions to or deletions from this practice are described in Section 1.3 of this report The Assessment included site reconnaissance conducted on December 21 1997 review of readily available government records and historical documents and various interviews This Assessment has revealed the following evidence of recognized environmental conditions in connection with the Property Potential migration of off-site groundwater contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one quarter to one-half mile southwest and up-gradient of the groundwater flow direction in the Property vicinity The USEPA has adopted policy under which owners of uncontaminated property will not be held liable for contamination which has migrated onto the property from adjoining properties as long as the owner did not contribute to the contamination Due to the depth to groundwater of 20 to 25 feet below ground surface potential exists for encountering contaminated groundwater if any deep excavations are created in the vicinity of the Property EIS is of the opinion that this environmental condition presents low to moderate risk to the Property The Property formerly contained railroad spur Creosote and other poly nuclear aromatic hydrocarbons PAHs from wooden railroad ties may be present in soil on the Property In addition high potential exists for the releases of hazardous materials from railroad cars that may have been diverted to the railroad spur ElS is of the opinion that this environmental condition presents moderate risk to the Property FIS recommends subsurface soil and groundwater sampling and analysis designed to establish baseline environmental conditions currently existing at the Property Soil and groundwater analysis should include tests for total petroleum hydrocarbons volatile organic compounds and semi-volatile organic compounds In addition permission should be sought to sample monitoring wells located on the north and west adjacent properties 1456-9701-O1-15540P111TJM980123 TABLE OF CONTENTS SECTION PAGE EXECUTIVE SUMMARY 1.0 INTRODUCTION 1.1 Purpose 1.2 Special Terms and Conditions 1.3 Limitations and Exceptions to the Standard ASTM Scope 1.4 Conditions Limiting Use of the ASTM Standard Practice 1.5 Methods 2.0 SITE DESCRIPTION 2.1 Location 2.2 PropertyNicinity Description 2.3 Description of Improvements 2.4 Environmental Liens Specialized Knowledge or Experience 2.5 Current Uses of the Property 2.6 Current Uses of Adjoining Properties 3.0 RECORDS REVIEW 3.1 Standard Environmental Records Sources Federal and State 3.2 Additional Environmental Records Sources State or Local 3.3 Historical Use Information 3.4 Results 11 4.0 SITE RECONNAISSANCE AND INTERVIEW INFORMATION 12 4.1 ClientlUser Information 12 4.2 Site Reconnaissance 12 4.3 Results 13 5.0 PHYSICAL SETTING ANALYSIS 14 5.1 On-site Hazardous Substances with Potential to Migrate 14 5.2 Off-site Hazardous Substances with Potential to Migrate 14 1456-9701-O1-15540P1111JM980123 SECTION PAGE 6.0 FINDINGS CONCLUSIONS AND OPINIONS .15 7.0 NON-ASTM SCOPE CONSIDERATIONS 16 8.0 RECOMMENDATIONS 17 APPENDICES QUALIFICATIONS OF PARTICIPATING EIS PROFESSIONALS SITE LOCATION MAP AERIAL PHOTOGRAPHS PHOTO LOG SANBORN FIRE INSURANCE RATE MAPS ENVIRONMENTAL REGULATORY DATABASE REPORT ECOSEARCH REPORT SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION 1456-9701-O1-15540PH1TJM980123 1.0 INTRODUCTION EIS Environmental Engineers Inc EIS performed Phase Environmental Site Assessment the Assessment of four contiguous vacaiit lots located on the north side of the 200 block of West Sample Street between Sample and Tuft Streets the Property in South Bend Indiana See Figure and Appendix The qualifications of the EIS Environmental Professionals who participated in this Assessment are provided in Appendix The Assessment included the following components review of available records in an effort to identify recognized environmental conditions in connection with the Property site reconnaissance to visually and physically observe the Property in an attempt to identify recognized environmental conditions in connection with the Property Interviews with knowledgeable individuals in an attempt to identify recognized environmental conditions at the Property 1.1 Purpose The purpose of this Assessment was to identify recognized environmental conditions in connection with the Property The term recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products on property under conditions that indicate an existing release past release or material threat of release of any hazardous substances or petroleum products into structures on the Property or into the ground groundwater or surface water of the Property The term includes hazardous substances or petroleum products even under conditions in compliance with laws The term is not intended to include de minimis conditions that generally do not present material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies This Assessment was conducted according to standard practice guidelines established in ASTM Practice 1527 and was intended to satisfy one of the requirements to qualify for the innocent landowner defense to CERCLA liability as cited in the 1986 Superfund Amendments and Reauthorization Act SARA legislation 42 USC 9601 35 1456-9701-O1.15540PH1TJM980123 1.2 Special Terms and Conditions No investigation can wholly eliminate uncertainty regarding the potential for recognized environmental conditions in connection with property Consequently this report in no way expresses any warranty or guarantee with respect to recognized environmental conditions at the Property However the standard of care exercised for this work was in accordance with generally accepted practices at the time when and at the place where the services were rendered Also every reasonable effort was made to ensure that the information presented in this report is materially complete and accurate This report is provided for the sole use and benefit of the parties listed below and may not be used or relied upon by any other party whatsoever South Bend Community and Economic Development 1.3 Limitations and Exceptions to the Standard ASTM Scope There were no limitations or exceptions to the scope set forth in ASTM Practice 1527 1.4 Conditions Limiting Use of the ASTM Standard Practice No conditions were encountered which limited use of the ASTM Standard Practice 1.5 Methods During the site reconnaissance the entire Property was walked by EIS personnel The following people were interviewed or consulted Name Title and Organization Ed Joniskan Project Manager Indiana Department of Environmental Management 1456.0701.O1.15540P1-11TJM980123 2.0 SITE DESCRIPTION 2.1 Location The Property is located on the north side of the 200 block of West Sample Street and extends from West Sample Street north to West Tuft Street Cross Street The Property is located northeast of the intersection of West Sample Street and South Lafayette Boulevard Legal Description The Property is located in the southwest quarter of Section 12 Township 37 North Range East The Property consists of four contiguous lots 193 194 230 and 231 of Studebaker Corridor Third Minor Subdivision See Appendix 2.2 Property/Vicinity Description The Property is located in an area that is predominantly commercial and industrial site location map is included in Appendix The Property is rectangular-shaped parcel of land approximately 50 feet by 278 feet covering approximately 13930 square feet in an area that is zoned for heavy industrial use The Property is level at approximately 725 feet above mean sea level Sources USGS 7.5-Minute Series Topographic Map South Bend West Indiana 1969 Photore vised 1980 St Joseph County Area Plan Commission 2.3 Description of Improvements At the time of the site reconnaissance no buildings or other improvements were noted on the Property which was mostly covered with gravel with some grass weeds small bushes and trees 14-foot wide alleyway is present along the entire west boundary of the Property Sources Site Reconnaissance Observations 2.4 Environmental Liens Specialized Knowledge or Experience Mr John Stark of the South Bend Department of Community and Economic Development was not aware of any environmental liens and had no specialized experience or knowledge of environmental issues associated with the Property 1456-9701-O1.15540PH1TJM980123 2.5 Current Uses of the Property The Property is made up of four contiguous unoccupied vacant lots used partially for parking Sources Site Reconnaissance Observations 2.6 Current Uses of Adjoining Properties The Property is bound on the North by West Tuft Street followed by vacant land zoned for heavy industrial use with warehouses beyond South by West Sample Street followed by commercial office building and light industrial property East by vacant land followed by South Main Street with industrial property beyond Schafer Gear Works West by an alleyway followed by commercial property Dew Drop Lounge and the former Hamilton Towing/Portage Oil site and South Lafayette Boulevard with vacant lot and warehouse Standard Surplus Company beyond 1456-9701-01-1 5540PH11JM960123 3.0 RECORDS REVIEW EIS conducted review of the available federal state and local environmental records in order to identify sites of known or suspected environmental conditions which could have an adverse impact on the Property These data were obtained from contract data research firm and were assumed to be complete and accurate The complete Environmental Database Report provided by EcoSearch Inc is presented in Appendix and is summarized below 3.1 Standard Environmental Records Sources Federal and State The standard federal and state environmental record sources and local sources and the approximate minimum search distances are STANDARD ENVIRONMENTAL RECORD SOURCES FOR HAZARDOUS SUBSTANCES AND PETROLEUM PRODUCTS APPROXIMATE MINIMUM SEARCH DISTANCE RECORD SOURCE DATE OF LIST MILES NATIONAL PRIORITY LIST NPL 8/14/97 1.0 COMPREHENSIVE ENVIRONMENTAL RESPONSE 8/14/97 0.5 COMPENSATION AND LIABILITY INFORMATION SYSTEM CERCLIS LIST ______________ ________________________ HAZARDOUS WASTE TREATMENT STORAGE AND 7/31/97 1.0 DISPOSAL RCRA TSD FACILITIES LIST ______________ ________________________ HAZARDOUS WASTE RCRAGENERATORS LIST 7/31/97 Property and Adjoining Properties EMERGENCY RESPONSE NOTIFICATION SYSTEM 2/14/97 Property Only ERNS LIST ______________________________________ PCB ACTIVITY DATABASE SYSTEM PADS 10/30/97 1.0 TOXIC RELEASE INVENTORY SYSTEM TRIS 10/94 SECTION SEVEN TRACKING SYSTEM SSTS 1/95 1.0 PESTICIDE PRODUCING ESTABLISHMENTS CIVIL ENFORCMENT DOCKET DOCKET 4/22/997 1.0 TOXIC SUBSTANCE CONTROL ACT TSCA 5/14/86 1.0 INVENTORY INDIANA DEPARTMENT OF ENVIRONMENTAL 8/28/97 1.0 MANAGEMENT STATE CLEANUP LIST SCL ______________________________________ 1456.9701.O1.15540PH1TJM980123 APPROXIMATE MINIMUM SEARCH DISTANCE RECORD SOURCE DATE OF LIST MILES INDIANA PERMITTED SOLID WASTE FACILITIES 6/30/97 0.5 SWF _______________ __________________________ INDIANA REGISTERED UNDERGROUND STORAGE 6/23/97 Property and Adjoining Properties TANK UST LIST ______________________________________ INDIANA LEAKING UST LUST LIST 6/23/97 0.5 SITES IDENTIFIED FROM STANDARD SOURCES PROXIMITY TO DATA BASES FACILITY SUBJECT NAME ADDRESS PROPERTY SOURCEs COMMENTS __________________________________________mllesldirectlon _____________ __________SwansonWKS ll39BeyerAve 1.OE CERCLIS Kokoku Wire Industries 1217 Walnut St 1.0W CERCLIS Industrial Fuels Resources 604 Scott St -0.4 WNW CERCLIS ENSR ______________ ___________RCRATSD ________ Avanti 765 Lafayette Blvd 0.1 NNW CERCLIS ABN Motor Corporation RCRA Notifier NAB Building ____________________ _______________SCL Completed ___________ Hamilton Body Shop 917 Lafayette Blvd 0.1 SSW RCRA SQG Schafer Gear Works 814 Main St 0.1 RCRA SQG Ziolkowski Construction 1005 Lafayette Blvd 0.1 SSW RCRA SQG _______________________________________ _____________UST __________ South Bend Lathe 400W Sample St 0.1 WSW RCRA SaG _______________________________________ _____________UST __________ Michiana Transmission 902 Michigan St 0.1 ESE RCRA SQG Enyart Electric Motor Serv 122 Sample St 0.2 RCRA SQG ____________________________________________________UST __________ South Bend Toy 404W Sample 0.2W RCRA Notifier Olinger Distributing Co 922S Main St 0.1 ESE UST City of South Bend 225 Garst St 0.2 SSE UST John Shoup 716 Main St 0.2 NNE UST _______________________________________ _____________LUST __________ Peter Nemeth 711 Main St 0.2 NNE UST de City of South Bend 1130 Main St 0.2 SSE UST Jerrys U-Serv ___________________ ______________LUST ___________ South Michigan U-Haul Ctr 1120 Michigan St 0.2 SE UST _____________________ _____________________________LUST _________ Altman Family Trust 613S Michigan St 0.3 NE LUST Municipal Service Facility 701 Sample St 0.3W LUST Oldfort Building Supply 1401 Main St 0.4 SSE LUST ef United Parcel Services 607 Scott St 0.4 WNW LUST ef Eckler Lehay Lumber Co 1406 Franklin 0.4 SSW LUST Raitt Corporation 815W Sample St 0.4W LUST et Murray Herman Property 511 Eddy St 0.4 LUST ef Amoco American Hilift Co 828 Kerr St 0.4W LUST ef 1458.9701-O1.15540PH1TJM980123 PROXIMITY TO DATA BASEs FACILITY SUBJECT NAME ADDRESS PROPERTY SOURCEs COMMENTS __________________________________________milesldlr.ctlon ________________________ Gates Chevy World 333 Western Ave 0.4 LUST South Bend Post Office 424 Michigan St 0.4 NNE LUST ef Allied Products Corporation 601 Broadway 0.4 SW LUST ____________________ ________________ ____________SCL _________ Harmon Glass Co 502 Western Ave 0.4 NNW LUST et Sinton Supply Co 204 Sample St 0.2 SSTS Watcon 2215 Main 1.0 SSTS This former CERCLA site is not upgradiant of the presumed groundwater flow direction in the Property vicinity and has been delisted from CERCLIS with no further action planned It is therefore not considered an environmental risk to the Property at this time This facility is small-quantity generator SQG of hazardous waste less than 1000 kg per month or RCRA Notifier It is not immediately adjacent to the Property and does not appear on other database listings It is therefore not considered an environmental risk to the Property at this time This facility is listed as RCRA SQG and UST facility It is not immediately adjacent to the Property and does not appear on other database listings It is therefore not considered an environmental risk to the Property at this time This site is listed as UST facility It is not immediately adjacent to the Property and does not appear on other database listings Its UST status is therefore not considered an environmental risk to the Property at this time This facility is located down-gradient or cross-gradient of the presumed groundwater flow direction in the Property vicinity It is therefore not considered an environmental risk to the Property at this time This facility is Low Priority Petroleum LUST site with no reported groundwater impact Its LUST status is therefore not considered an environmental risk to the Property at this time This facility is Low Priority Petroleum LUST site with no reported groundwater impact LUSTs and contaminated soil have been removed and the soil remediated below IDEM objective levels No further remedial action is planned Its LUST status is therefore not considered an environmental risk to the Property at this time This Pesticide producing facility is located approximately 1.0 mile south of the Property and there have been no reports of problems at that site It is therefore not considered an environmental risk to the Property at this time Information provided by EcoSearchs Environmental Database Report is insufficient for risk assessment therefore EIS requested further information from the Indiana Department of Environmental Management That information is discussed below in Section 3.2 1456-9701.01-1 5540PH1TJM960123 3.2 Additional Environmental Record Sources State or Local Additional environmental records may be checked at the discretion of the environmental professional to enhance and supplement the federal and state sources identified above The Indiana Department of Environmental Management IDEM provided EIS with report titled Site Investigation Report Indiana Voluntary Remediation Program Allied Products Corporation Stamping Facility South Bend Indiana dated May 1995 Allied Products Report The Allied Products Report shows that there exists potential for migration of off-site contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one-quarter to one-half mile southwest of the Property and upgradient of the demonstrated groundwater flow direction in the Property vicinity 3.3 Historical Use Information EIS reviewed readily available historical records and documents in order to identify obvious uses of the Property from the present back to the Propertys obvious first developed use or back to 1940 whichever is earlier The historical services consulted included Aerial Photographs Fire Insurance Maps USGS 7.5 Minute Topographic Maps Local Street Directories Zoning/Land Use Records 1456-9701-O1-15540PH1TJM980123 AERIAL PHOTOGRAPHS YEAR SCALE OBSERVATIONS 1966 1400 The Property contained rail spur with no other obvious improvements Unidentifiable materials were noted stored along the Propertys west boundary The NW adjacent site SE corner of Tutt St and Lafayette Blvd contained gasoline service station with two pump islands The SW adjacent site contained two small commercial-type buildings The NE adjacent site also contained rail spurs and vacant land The SE adjacent site contained an industrial-or commercial-type bldg Sites north of the Property appeared to contain heavy industrial complexes Sites south of the Property appeared to contain light to medium industrial buildings Land use in the area was predominantly heavy industry 1971 1100 The Property contained rail spur Material stored along the west boundary in 1966 is not present in the 1971 photo Adjacent sites appear essentially ______________ ______________unchanged from the 1966 photo 1978 1100 The Property contained rail spur Adjacent sites appear essentially unchanged from the 1971 photo except the NW adjacent property service station contains numerous automobiles Apparently the NW adjacent site came to be used as an auto salvage yard sometime prior to the 1978 flight 1987 1100 Sameas 1978 1990 1100 Same as 1987 except rail spur appears to have been removed 1993 1100 Same as 1987/90 except The building on the SE adjacent site had been removed The heavy industrial buildings located on the NE NW corners of Tutt Street and Lafayette Boulevard had been removed Sources St Joseph County Auditors Office St Joseph County Area Plan Commission i456-97O1-O.i 5540PH1TJMu80123 FIRE INSURANCE MAPS YEAR SCALE OBSERVATIONS 1891 150 The Property contained rail spur and vacant land The west adtacent site contained an oil tank of unknown size 1893 150 Essentially unchanged from 1891 except the oil tank on the west adjacent site was not noted on the 1893 map 1899 150 Essentially unchanged from 1891 except that the east portion of the Property and the land east of the Property that were vacant in 1893 contained lumber/coal yard and an icehouse 1917 l50 The rail spur on the Property appears to have been enlarged The lumberyard noted on the 1899 map appears to have been enlarged The icehouse noted on the 1899 map appears to have been enlarged and changed into an ice cream factory The west adjacent property contained flour and feed company 1945 150 The Property is essentially unchanged from the 1917 map The SE adjacent ice cream company had changed names in 1945 and the NE adjacent lumberyard had changed to coal yard as did the west adjacent property Source St Joseph County Public Library Copies of Sanborn Maps discussed above are presented in Appendix The Property appears to have been used for heavy industry since the late 1800s when it contained rail spur and parts of lumber/coal yard and an ice cream factory See Appendix The rail spur was apparently used to deliver materials to the Studebaker Manufacturing facilities and later was probably used in the transport of coal and lumber Aerial photos show that the rail spur was used until the early 1970s See 1971 Aerial in Appendix The Property appears to have remained vacant and essentially unused since the early 1970s Historically land use in the vicinity of the Property has been heavy industry since the late 1800s and probably earlier City directories show that the northwest adjacent property was used as service station from approximately 1937 through 1966 presumably with USTs and was occupied by trucking firm from 1967 through the mid-1970s with an unknown UST status 1456.9701.01.1 5540PH1TJM960123 10 3.4 Results The records review identified the following environmental conditions in connection with the Property IDEM records discussed above show that there exists potential for migration of off-site groundwater contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one-quarter to one-half mile southwest of the Property The Property formerly contained railroad spur Creosote and other poly nuclear aromatic hydrocarbons PAHs from wooden railroad ties may be present in soil on the Property In addition high potential exists for releases of hazardous materials from railroad cars that may have been diverted to the railroad spur 1456-9701-O1-1554OPH1TJM98Oi23 11 4.0 SITE RECONNAISSANCE AND INTERVIEW INFORMATION The environmental professional conducted site reconnaissance to visually and physically observe the Property including any structures located on the Property The objective of the site reconnaissance was to obtain information that might indicate the existence of recognized environmental conditions in connection with the Property 4.1 Client/User Information The client/user did not have any experience or knowledge of any environmental issues in connection with the Property 4.2 Site Reconnaissance and Interviews Observed Issue Yes No Comments Above Ground/Underground fl None noted Tanks _______ ___________________________________________ Construction/Demolition None noted Debris ______________ ____________________________________ Drums _______None noted Fill Dirt _______None noted Floor Drains _______None noted Hazardous None noted Substances/Petroleum Products ________ _______ ______________________________________ Odors _______None noted Polychlorinated Biphenyl None noted PCB-Containing Equipment ________________________________________________ Pits Ponds Lagoons _______None noted Pools of Liquids _______None noted Railroad Spurs _______None noted Septic Systems _______None noted Solid Waste Disposal One dumpster was noted on the southern portion of the Property behind the Dew Drop Lounge No indication of hazardous or otherwise suspicious waste was noted ________________________ ______________in or around the dumpster Solvents _______None noted Stained Soil or Pavement _______None noted Stains or Corrosion on Floors None noted Walls Ceilings ________ _______ ____________________________________ 1456.9701-O1.15540PH1TJM980123 12__-- Observed Issue Yes No Comments Stressed Vegetation Vegetation was dormant could not _________________________________determine due to season winter Sumps _______None noted Unidentified Substances _______None noted Wastewater Discharges from None noted Property ________________________________________________ Wells Abandoned None noted Monitoring Irrigation Injection Dry Wells ________________________________________________ Source Property Reconnaissance 4.3 Results No recognized environmental conditions were noted during the site reconnaissance 1456-9701-O1-15540PH1TJM980123 13 5.0 PHYSICAL SETTING ANALYSIS The Property is level and at an elevation of approximately 725 feet above sea level The Property is located within the Saint Joseph Aquifer System which is composed of fine to medium sand with zones of coarse sand and gravel Interspersed within these deposits are thin clay or glacial till units of limited areal extent Locally at several places in the South Bend-Mishawaka area thick clay deposits are present below the surficial sand and gravel These clay or till units extend in places to near the bedrock surface The St Joseph Aquifer System varies from 20 to over 400 feet in thickness within the basin Numerous high capacity industrial municipal and irrigation wells obtain water from this aquifer which constitutes one of the major aquifer systems in the state This aquifer system is an area of excellent groundwater availability 100 to 1500 gallons per minute and is highly susceptible to ground water contamination Depth to groundwater in the area of the Property is estimated at approximately 20 to 25 feet below ground level BGL with flow direction toward the northeast In addition to published groundwater data EIS reviewed Site Investigation Report conducted by Advanced Pollution Teclmologists in May 1995 for Allied Products Corporations Broadway facility Allied Products Report located less than one-half mile southwest of the Property The 1995 Allied Report contained groundwater sampling data taken between April 1994 and May 1995 of study area that included the Property and showed groundwater at the Property to be at approximately 23 feet BGL Data also supports the assessment that during the reported sampling period groundwater level fluctuations were minimal and groundwater flow direction is expected to remain relatively constant toward the northeast at the Allied site as well as at the Property 5.1 On-Site Hazardous Substances with Potential to Migrate No on-site sources of hazardous substances were noted 5.2 Off-Site Hazardous Substances with Potential to Migrate At least one off-site source of hazardous substances with the potential to migrate is known Allied Products located approximately one-quarter to one-half mile southwest of the Property and upgradient of the demonstrated groundwater flow direction in the area Contamination has been documented Allied Products Report on the west adjacent site up-gradient of the Property including soil and groundwater petroleum-contamination and soil SVOC-contamination groundwater was not sampled for SVOCs Contamination has been documented on the north adjacent site down-gradient of the Property including groundwater petroleum contamination soil was not sampled for petroleum contaminants and soil and groundwater SVOC-contamination 1456-9701-O1-15540PH1TJM980123 14 ------- 6.0 FINDINGS CONCLUSIONS AND OPINIONS EIS performed the Assessment in conformance with the scope and limitations of ASTM Practice 1527 of four contiguous vacant lots located on the north side of the 200 block of West Sample Street in South Bend Indiana the Property Any exceptions to or deletions from this practice are described in Section 1.3 of this report This Assessment has revealed the following evidence of recognized environmental conditions in connection with the Property Potential migration of off-site contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one- quarter to one-half mile southwest of the Property and up-gradient of the demonstrated groundwater flow direction in the Property vicinity The USEPA has adopted policy under which owners of uncontaminated property will not be held liable for contamination which has migrated onto the Property from adjoining properties as long as the owners did not contribute to the contamination Due to the depth to groundwater of 20 to 25 feet below ground surface potential exists for encountering contaminated groundwater if any deep excavations are conducted in the vicinity of the Property EIS is of the opinion that this environmental condition presents low to moderate risk to the Property The Property formerly contained railroad spur Creosote and other PAHs from wooden railroad ties may be present in surface soils on the Property In addition high potential exists for releases of hazardous materials from railroad cars that may have been diverted to the railroad spur ElS is of the opinion that this environmental condition presents moderate risk to the Property 1456-9701-01-1 5540PH1TJM960123 15 7.0 NON-ASTM SCOPE CONSIDERATIONS The ASTM Standard Practice 1527-97 defines good commercial and customary practice for conducting Phase Environmental Assessments The practice is intended to constitute all appropriate inquiry to qualify for the innocent landowner defense to CERCLA liability While not applicable to CERCLA petroleum products have been included in the ASTM practice because of the current custom to inquire into the presence of petroleum products while conducting site assessment There are other environmental issues or conditions that interested parties may wish to assess relative to commercial real estate that are outside the ASTM scope of practice This may include substances which may contaminate the Property or nearby properties that are not defined as hazardous substances in CERCLA or which may not impose potential CERCLA liability There are also conditions which while not related to contamination of the Property might limit the proposed use of the Property The assessment of the non-scope conditions is not required for appropriate inquiry as defined by the ASTM practice This Phase Environmental Site Assessment included no considerations of non scope issues 1456-9701-O1-15540PH1TJM980123 16 8.0 RECOMMENDATONS EIS recommends subsurface soil and groundwater sampling and analysis designed to establish baseline environmental conditions currently existing at the Property Soil and groundwater analysis should include tests for total petroleum hydrocarbons volatile organic compounds and semi-volatile organic compounds In addition permission should be sought to sample monitoring wells located on the north and west adjacent properties 1456-9701-O1-15540P111TJM980123 17 APPENDIX QUALIFICATIONS OF PARTICIPATING EIS ENVIRONMENTAL ENGINEERS PROFESSIONALS STEPHEN NYE P.E EIS ENVIRONMENTAL ENGINEERS INC Education University of Notre Dame M.S Environmental Health Engineering 1976 Indiana University A.B Zoology 1968 Professional Registrations Professional Engineer Indiana Certificate No 20154 Professional Engineer Ohio Certificate No 47923 Industrial Wastewater Treatment Plant Operator Indiana No 4938 Michigan No 1270 USEPA AHERA/IDEM Accredited Building Inspector Certificate No 190410030 Professional Affiliations National Society of Professional Engineers 1983 American Society of Civil Engineers 1977 Water Environment Federation 1973 Air and Waste Management Association 1973 Experience Mr Nyes environmental engineering career began in 1968 with the Bureau of Engineering Industrial Waste Section of Indiana State Board of Health In 1973 he founded EIS Environmental Engineers Inc where he is President At EIS Mr Nye is the Principal-In-Charge of all engineering and consulting services related to air quality management engineering design construction management hazardous waste management and environmental audits and assessment He is directly involved with planning administration and final review and approval of all engineering and consulting projects in these service areas These projects have included Air permitting source and ambient air testing engineering design and preparation of permit applications for solid and hazardous waste landfills preparation of Closure Post-closure Plans Groundwater Monitoring Plan Administration and Certification of Closure for RCRA treatment storage and disposal facilities preparation of Study Plans and Final Reports for Hydrogeological LIB\RES9504\HSN Studies and numerous remedial investigations related to soil and groundwater contamination by heavy metals and volatile organic compounds Mr Nye has extensive experience conducting internal environmental audits for operating industrial facilities and environmental assessments related to the transfer of property He is an AHERA Certified Inspector and he has conducted surveys and prepared specifications for asbestos abatement projects He has also completed the OSHA training for Health and Safety Management for Hazardous Waste Projects and Emergency Response HAZWOPER Publications McFarland A.R H.S Nye and C.M Erickson Development of low pressure impactor Final Report Contract 68-02-0563 U.S Environmental Protection Agency National Environmental Research Center Research Triangle Park NC 1973 Nye H.S Collection of SubMicron Particles by Low Pressure Inertial Impaction MS Thesis University of Notre Dame 1976 L1B\RES95O4\-iSN CATHY COLLINS E.I.T EIS ENVIRONMENTAL ENGINEERS INC Education Purdue University B.S Chemical Engineering 1984 Professional Registrations Engineer Intern ET39700024 Underground Storage Tank Certification Installation Decommissioning and Retrofitting Certification No 97-IL805752 Professional Affiliations American Institute of Chemical Engineers Environmental Division Continuing Education OSHA 40-Hour Safety Course plus 8-Hour Refresher Bioenvironmental Engineering Course U.S Air Force Graduate Course in Water and Wastewater Management Illinois Institute of Technology Experience Ms Collins has worked in environmental compliance and permitting industrial hygiene and chemical safety since 1984 Ms Collins served three years in the United States Air Force as bioenvironmental engineer Following her discharge her professional experience includes positions as laboratory safety specialist at Northwestern University and as consultant to the U.S Environmental Protection Agency EPA in Regions and the Indiana Department of Environmental Management IDEM the U.S Army Corps of Engineers and the Army Material Command RCRA Ms Collins has conducted RCRA hazardous waste compliance evaluation inspections for IDEM and EPA Regions and These inspections consisted of reviewing facility recordkeeping hazardous waste monitoring waste characterization and hazardous and solid waste management practices She has also conducted hazardous waste sampling and classification and preparation of contingency plan These inspections were conducted at oil refineries foundries food processing facilities power plants universities heavy equipment manufacturers and inorganic chemical processing facilities Ms Collins has also conducted boiler and industrial furnace compliance evaluation inspections at petrochemical facilities on behalf of EPA Region Ms Collins has conducted over 80 preliminary assessment visual site inspections PA/VSIs and prepared over 30 reports for EPA Region These inspections and reports consisted of identifying solid waste management units assessing past and future potential I\L5\RFS\CMCRESUM identifying areas of concern where releases of hazardous constituents to environmental media may have occurred Inspections were conducted at oil refineries foundries automobile manufacturers rubber manufacturers electroplating operations fiberglass manufacturing facilities and nuclear and fossil fuel power plants She has also reviewed RCRA Facility Investigation work plans submitted for RCRA corrective action at an organic chemical manufacturing facility in Ohio Ms Collins provided oversight on behalf of EPA of voluntary removal action CERCLA Prepared hazard ranking system focused site inspection prioritization reports to determine the potential for sites to be placed on the national priorities list NPL Ms Collins also assisted in the preparation of remedial investigation/feasibility study RI/FS for Superfund site in Michigan She provided oversight on behalf of EPA of landfill construction activities for Superfund site in Michigan and has prepared Quality Assurance Project Plan QAPP for split sampling for Superfund site in Illinois Superfund Innovative Technology Evaluation Preparation of QAPP for an advance oxidation remediation system technology demonstration Ms Collins participated in the Technology demonstration which consisted of the remediation of groundwater containing organic chlorinated and aromatic compounds Ms Collins prepared technology evaluation report of an innovative technology consisting of the thermal removal of polychiorinated biphenyls in soil Air Compliance Ms Collins has assisted with the preparation of Title air permits in the state of Illinois Ms Collins has conducted environmental audits of fuel terminals which included assessment of compliance with air regulations in the states of California and Rhode Island and prepared an emissions inventory for Nellis Air Force Base Nevada Industrial Hygiene Ms Collins has conducted numerous industrial hygiene surveys at Nellis Air Force Base Nevada which consisted of personal air sampling lighting surveys noise surveys ionizing and nonionizing radiation surveys and ventilation surveys Ms Collins has also conducted numerous laboratory safety surveys at Northwestern University which consisted of evaluating chemical storage procedures adequacy of ventilation systems and laboratory biological safety cabinets and procedures Her experience also includes the design of industrial ventilation systems I\LIB\RES\CMCRnUM THOMAS MOGERMAN EIS ENVIRONMENTAL ENGINEERS INC Education University of Southwestern Louisiana Lafayette Louisiana B.S Physics 1987 Professional Registrations Registered Environmental Property Assessor REPA5534 Registered Environmental Manager REM 7455 Asbestos Contractor/Supervisor AHERA Building Inspector Experience Mr Mogennan has been in the environmental field since 1988 and has been manager of environmental projects since 1989 His experience includes environmental audits and facility compliance USEPA and OSHA hazardous waste management and emergency response training asbestos-in-buildings inspection asbestos abatement project supervision air and bulk asbestos sampling and microscopic analysis PCM and PLM Phase and Phase II Environmental Site Assessments subsurface investigation/site characterization UST site investigation closure and remedial strategies and staff supervision Early career experience included three years on petroleum exploration survey parties on-land and off-shore in the Gulf of Mexico and civil engineering internships during college T.IB\S009611 APPENDIX SITE LOCATION MAP SOUTH BEND .. 4j NTEti 2000 2000 IN FEET inch 2000 It UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVERY 7.5 MIN SERIES TOPOGRAPHIC SOUTH BEND WEST IND PHOTOREVISED 1986 SOUTH BEND EAST IND PHOTOREVISED 1980 FIGURE SITE LOCATION MAP VACANT PROPERTY 200 BLOCK OF WEST EIS ENVIRONMENTAL ENGINEERS INC SAMPLE ST SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/08/98 1456-9701-01 1456-9701-01-15540-FIGB8OIO8TM 15000-FRM0004 11-18-07 APPENDIX AERIAL PHOTOGRAPHS ___________TUTT t8-3O4 __ 748I9C ___ Pt 64Z _____ PROPERTY PLAN ___________Sft SAMPLE _______- EXCERPT FROM 1993 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/14/98 1456-9701-01 1456-9701-O1-15540-F1G9801 I4TJM 11.18-97 I__________M_I_ ______________ L31 ___ ii _...__JJ__ EXCERPT FROM 1990 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE.jii PROPERTY LOCATION 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456-9701-Ol-15540-FIG98OIO9TJM 15000-FRM0004 Rev 11-18-97FORD004203 ii ______________ PROPERTY ftJkjPLAN SAMPLE EXCERPT FROM 1987 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456.9701.O1.15540.FIG98OIO9TJM 15000-FRM0004 Rev 1-18.97FORD004204 EXCERPT FROM 1978 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/14/98 1456-9701-01 1456-9701-O1-15540-F1G9801 I4TJM 15 18-97 __i ____v1 EXCERPT FROM 1971 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET ElS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456-9701-O1-15540-FIG8OIO9TJM 15 18-97 EXCERPT FROM 1966 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC. SCALE 400 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456-8701-OI-15540.PIC98O1O9TJM 15 18-97 APPENDIX PHOTO LOG CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December 21 1997 DATE December 21 1997 LOCATION 200 Bock of West Sample North Side LOCATION 200 Block of West Sample North Side SUBJECT Looking south from Tutt Street at the Property SUBJECT Looking north from West Sample Street at the Property PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1456.9701.O1.1000L0G980122TJM OOOOO-LOGOOO Rev 1-O7-7 41_I CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December 21 1997 DATE December 21 1997 LOCATION 200 Block of West Sample North Side LOCATION 200 Block of West Sample North Side SUBJECT Looking southeast from midwest boundary SUBJECT Looking Northeast from south property line Note dumpster and grease container used by Dew Drop Lounge PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 145-97O1.O11OOO1OG98Dj22TJM 00000-LOG000I Rev 1.07.91 APPENDIX SANBORN FIRE INSURANCE RATE MAPS ____ot2 --- fli Ei -i rHI --_LJ ________________ S.LAFAYETTE II 9/6 ___________ 92 88 sb 8i dO 802 fl-fl Ii _____ ______ Lj __________________I __ 01S.MALN Lce.ke ____________ ____ ro _____ ____ _________/5 9/2 .92 2Z b20 618 612 608 ______608 __ rr rr iiiI __ 1I Lf ____II__________ 317 3/..1/ AIN ---- LFYETT _______82 8/8 8/2 808 802 RS 7S _________NE IifILLEN __________ __ 37 /7 9/3 5/I S.MAN y..T..T La _J tJ_.L__..__ __KE__ It_I open Iitry Adobe buldii Window openings inoro4d ondteuiir risen Stone btildin L--WinSown with wired QlosFflSConoretelime croerrent rick Window with iron or tin clad skullFS11fellow concrete oroemeHlbtcckcorsfn Window 5peeis tenth lvOStJConcreteorreinlnrced concrete conohi twentysecond stories _______________ Cue buildirip1lOsykbld.rulhtror rnnirn 1e eiosd elevator fint on withtrup seitcicci trapsBrick verenred buuldinf ff Concrete block enclosedelenator witll Ira iror chimnnyenoisandtnarrehuildinf Tile enclosed elevator with self closinQtru Qi.oeooJ frame bLaidirQ brick lined Brrcb enclosed tiny with wired lass door Orrk chimneF.ouno S.e.I uruntul clad Open hoistIBFrameborldinfiI.with traps Ground eltoalior trenbauldiel beseinent to tirsi .4 bertical stonrbsilerr__.cTi T.ontbwtdw%csiuouedbv pipe en slisH pure orO Gaooirnn tonk JYOTLIhk lure waltB inches above root APA frndntectnrc plat tred.vntrenl 12 Arutom Ic hi All information cc 18 Aulcrnrotlc cfrernicol opninklnrls IFrer that might be related P.o.- Autoerotic opnunklers in pert st buuldiny eric ed aa strictLy confldecatethicknessierr00000.e.euueruonsc.ersnrne.wr...o..ni to any outside intere Wollwutiscul openunQand sine irrinches Ph nkl Rntnnnrnn Is ncumbent upon poeseec.0_c Wllonth openins on ttoors 00 uteoi8nated ed1r.nir Defense to take all poe juu Opefliniwith scnBlerrrfl or liiiclod Ou5rideverticutpupe Ore enf inn rsn into the hands of interncrstandardtiredoors lIre alarm boo asshownrrrrny irony _______________________________ d.oi......A Openings with wired QIacs docro Siirte hydrart 36himutrn pafe nurntrnrONOniublrtetemstcoorreoprriturh 00100rn p.nio.ir wiy TN life purnol1uironuu r___---___j Stable Quadruple hydrant 01 thn ttiyh Pressure fire Seroice Auto louse erpruocte 01rae Fire alarmbcs of thtHrk Preysure fine Service __________ Sotudbnickwithuntenioresaltsot-iMioed construction of and brick HiQh Pressure fine Servrce as shown or key mapbwo1withonewallatsolid brick 10g Waler pipes undo or in inches House nuinbes hOwfl rnnltobaddurysarn Mueednrrutonot Old house ncmbrns s5iurthnsrrnnmbuoyo S.LAFAYETTE-----BLVD 8/4 8/2 ____Lj APPENDIX ENVIRONMENTAL REGULATORY DATABASE REPORT ECOSEARCH REPORT EcoSearch Environmental Resources Inc 9365 Counselors Row Suite 104 Indianapolis Indiana 46240 ph 317 574-8830 fax 317 574-8840 EcoSearch Environmental Site Assessment Type of Report Priority Risk Report Site Location West Sample Street Site South Bend IN 46601 Date December 16 1997 Report ID Number 1226-101 Especially Prepared For Ms Cathy Collins EIS Environmental Engineers P0 Number 1456-9701-01 Limits of Information Customer proceeds at its own risk in choosing to rely on EcoSearch Environmental Resources Inc lEcoSearchl services in whole or in part prior to proceeding with any transaction EcoSearch cannot be an insier of the accuracy of the information errors occuring in the conversion of data or for customers use of the data EcoSearch and its affiliated companies officers agents employees and independent contractors cannot be held liable for accuracy storage delivery loss or expense suffered by the customer resulting directly or indirectly from any information provided by EcoSearch Environmental Resources Inc Thank you for choosing EcoSearch Introduction We want to thank you for your order requesting the enclosed site assessment EcoSearch makes every effort possible to combine the most accurate environmental data available into an understandable and easy-to-use format While every attempt has been made to ensure accuracy of the information presented we cannot guarantee the accuracy of the data from the original sources nor can we guarantee that no transcription or plotting errors have occurred If any concerns arise from your review of the databases in this report please call the appropriate agency involved As service we have included phone numbers in the database description section of this report to help you in your evaluation The enclosed maps present working approximation of the location of surrounding environmental sites based primarily on available accurate site addresses These maps should not be used for purposes more correctly handled by surveys EcoSearch is driven by its mission to present the most responsive technically sound and cost-effective environmental data services available to our customer EcoSearch eport ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Read Me First The following suggestions are offered in an attempt to help you in using and understanding this site assessment from EcoSearch Skim over the entire report to familiarize yourself with its contents and layout You will notice that the information is presented following this general concept we begin by giving sections that summarize data and then give detailed information about these summaries as you proceed further into the report Then refer to the section titled Statistical Overview You will need to take moment to read the column headings and the data below them Also as you go down the first column left side you will probably need to look back at the preceeding section titled Database Descriptions Please pay particular attention to the radius searched as they vary according to the database These are ASTM standards that we meet and exceed Your Sites datum a the third shaded column Also the next column showing database hits within the first radius is important as it will include data about adjoining properties The unmappable Sites have their own section with cover page explaining them The next section titled Maps is important as it gives very clear visual presentation of the site and which databases are at the site itself or within the study radii The site summary pages tells you by map ID which database is at that location as well as the sites name and distance/direction from your study site You will notice that the numbering corresponds to the distance from the subject site--eg is your site itself or the site closest to it is further away This continues until all database hits have been summarized within the largest study radius Your report may extend further than one mile if you asked us to extend the radii As you will recall our format goes from summary-type pages to detailed information Therefore the next section is Detailed Data Here extensive data is given about each database hit The map lD distance and direction are in the top left corner Further data follows The Unmappable section was referred to earlier In this summary you will find those sites Please read the cover page as it describes unmappable sites and our efforts to minimize and/or eliminate them from all of our site assessments The last two divisions--Radon and Glossary/Acronyms are self-explanatory and often helpful to our customers If you woud like further help in understanding our reports please call as our intention is to have this report helpful to you EcoSeatch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Database Descriptions --Federal Databases National Priorities List US Environmental Protection Agency Data Date August 14 1997 Office of Solid Waste and Emergency Response Release Date August 14 1997 17031 603-8881 Active Date September 29 1997 The NPL is subset of the CERCLIS and lists over 1150 of the nations most dangerous sites of uncontrolled or hazardous waste which require cleanup Also known as the Superfund List the sites are scored according to the hazardous ranking system Comprehensive Environmental Response Compensation and Liability Information System US Environmental Protection Agency Data Date August 14 1997 Office of Solid Waste and Emergency Response Release Date August 14 1997 8001 775-5037 Active Date September 29 1997 CERCLIS maintains information on over 5000 sites nationally identified as hazardous or potentially hazardous which may require action These sites are currently being investigated or an investigation has been completed regarding the release of hazardous substances The most serious of this list as ranked by the hazardous ranking system are transferred to the NPL For more complete information purposes we include sites which have been reclassified as No Further Remedial Action Planned INFRAPI by the EPA This action was taken by the EPA beginning February 1995 as part of the Brownfields Redevelopment Program These former CERCLIS sites also known as the CERCLIS Archive have been delisted because lack of significant contamination was found Resource Conservation and Recovery Information System --Treatment Storage and Disposal Facilities US Environmental Protection Agency Data Date July 31 1997 Office of Solid Waste and Emergency Response Release Date September 16 1997 12021 260-4348 Active Date October 11 1997 RCRIS contains information on hazardous waste handlers regulated by the US Environmental Protection Agency under the Resource Conservation and Recovery Act IRCRAI It is national system used to track events and activities which fall under RCRA The TSD database is subset of the complete RCRIS file which includes facilities which treat store dispose or incinerate hazardous waste Additionally compliance and corrective action ICORRACTSI information is included ILIiIlI1fi.I Resource Conservation and Recovery Information System --Large and Small jantity Generators US Environmental Protection Agency Data Date July 31 1997 Office of Solid Waste and Emergency Response Release Date September 997 12021 260-4347 Active Date October 11 1997 RCRIS contains information on hazardous waste handlers regulated by the US Environmental Protection Agency under the Resource Conservation and Recovery Act IRCRAI It is national system used to track events and activities which fall under RCRA The generators database is subset of the complete RCRIS file which includes hazardous waste generators which create more than 100kg of hazardous waste per month or meet other requirements of RCRA We also include RCRA Notifiers Transporters and formerly regulated RCRA Sites for more complete hazardous waste information Additionally compliance and corrective action information is included EcoSearch Report ID 1226.101 Environmental Date of Report December 16 1997 Resources Inc uyI RCRA Administrative Action Tracking System US Environmental Protection Agency Data Date April 14 1995 Office of Enforcement and Compliance Assurance Release Date Not Available 202 564.4104 Active Date April 17 1995 The RCRA Administrative Action Tracking System contains additional information on RCRA enforcement actions Data includes the type of action proposed penalty and final penalty amount Emergency Response Notification System US Environmental Protection Agency Data Date February 14 1997 Office of Solid Waste and Emergency Response Release Date February 14 1997 2021 260-2342 Active Date March 997 ERNS is national database which contains information on specific notification of releases of oil and hazardous substances into the environment The system stores data regarding the site of the spill the material released and the medium into which it occured As joint effort the Department of Transportation and the Environmental Protection Agency have collaborated to compile more than 290000 records PC6 Activity Database System US Environmental Protection Agency Data Date October 30 995 Office of Pollution Prevention and Toxics Release Date Not Available 1202 260-3992 Active Date August 1996 This database stores information about facilities which handle PCBs and file EPA form 7710-53 It is divided into storage facilities disposers generators and transporters IIi Toxic Release Inventory US Environmental Protection Agency Data Date October 1994 Office of Pollution Prevention and Toxics Release Date Not Available 12021 260-1531 Active Date November 16 1994 TRI contains information from facilities which manufacture process or import any of the over 300 listed toxic chemicals which are released directly into air water or lend or are transported off-site The database includes facts on amounts of chemicals stored and emitted from the facility This database is released on an infrequent basis by the US EPA II1 Section Seven Tracking System US Environmental Protection Agency Data Date January 1995 Office of Prevention Pesticides and Toxic Substances Release Date Not Available 2021 564-5008 Active Date January 24 1995 Formerly FATES this system tracks the registration of pesticide-producing establishments and tracks the types and amounts of pesticides active ingredients and devices which are sold produced or distributed annually Civil Enforcement Docket US Environmental Protection Agency Data Date April 22 1996 Office of Enforcement Release Date Not Available 12021 564-4114 Active Date October 16 1996 The Civil Enforcement Docket is information on actions filed by the Department of Justice for the US Environmental Protection Agency This record has been continually updated since 1972 arid includes data regarding facility name dates laws violated and penalties assessed EcoSearch Report ID 1226-101 Environmental Date of Report Docembe 16 1997 Resources Inc Toxic Substances Control Act Inventory US Environmental Protection Agency Data Date May 14 1986 Release Date Not Available 2021 554-1404 The Toxic Substances Control Act Inventory includes the locations and chemical production information of more than 7000 processors and manufacturers of chemicals This database is no longer released to the public by the US EPA EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Database Descriptions --State Databases Its4 Indiana State Cleanup List Indiana Department of Environmental Management Data Date August 28 997 Office of Environmental Response Release Date October 1997 317 308-3008 Active Date October 28 1997 This database identified sites deemed by the State of Indiana for remediation It also includes sites designated for immediate removal voluntary cleanup and hazardous ranked sites listed on the IDEM Commissioners Bulletin No dated 12/10/961 ItYATi Indiana Permitted Solid Waste Facilities Indiana Department of Environmental Management Data Date June 30 1997 Office of Solid Waste Management Release Date June 30 1997 317 232-3399 Active Date July 28 1997 This state database lists sites which are regulated for solid waste disposal by the State of Indiana It is updated twice year by the Office of Solid Waste Management flI3 Indiana Leaking Underground Storage Tank List Indiana Department of Environmental Management Data Date June 23 1997 Release Date June 23 1997 3171 308-3090 Active Date August 11 1997 The OEM LUST list contains information on underground storage tanks with reported releases into the environment Agency Required Disclaimer This information is an unconfirmed non-verified list of reported notifications or releases at facilities or sites It should not be used for or considered as final Agency determination of whether proper notification actual releases or the completion of remedial activities have occurred In providing this list the Agency makes no representation regarding the accuracy of the information 111.1 Indiana Registered Underground Storage Tank List Indiana Department of Environmental Management Data Date June 23 1997 Underground Storage Tank Branch Release Date June 23 1997 13171 308-3008 Active Date August 11 1997 The Indiana UST list provides the location of registered underground storage tanks Agency Required Disclaimer This information is an unconfirmed non-verified list of reported notifications or releases at facilities or sites It should not be used for or considered as final Agency determination of whether proper notification actual releases or the completion of remedial activities have occurred In providing this list the Agency makes no representation regarding the accuracy of the information EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Statistical Overview .1lIm1mse Report Priority Risk Report West Sample Street Site Radii ASTM South Bend IN 46601 Zip Codelsl 46601 46615 46617 46619 46613 City Sooth Bend Latitude 4166513 Longitude 86.252742 County Seint Joseph FEDERAL DATABASES Radius Mappable Sites Unmappable Sites milesi Total Sit 00 10.1121.0 12 1.0e Zip Code Civ COviV NPL 1.000 CERCLA 1.000 RCRATSD 1.000 RCRA Generator 0.250 10 10 ERNS 0.250 PADS 1.000 TRI 0.500 SSTS 1.000 DOCKET 1.000 TSCA 1.000 STATE DATABASES Radius Mappable Sites Unmappable Sites miles Total Site liOeo rio ii2o lii Zip Code Cliv County SCL 1.000 SWF 1.000 LUST 0.500 18 14 UST 0.250 10 10 MANUAL GEOCODING in this report 677 rfp5Se15 ri the This database search and study radii meets or exceeds the ASTM American Society of Testing and Materialslstandards for government records review N/A denotes an ASTM-required database which is not available from the state Accurate street addresses are required for records to be found at the study property Mappable Sites are environmental sites which were located and appear on the enclosed EcoSearch Map Site Summary and Detailed Data sections of the report These sites are summarized based on proximity to the study site Unmappable Sites are governmental records with incomplete or inaccurate address information These sites could not be located on the street map but have been searched by the Zip Codes CIties and County specified in the search parameters Further investigation of these sites and their relationship to your study site is necessary EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc ___________EcoSearch Environmental 1/Resources Inc Priority Risk Report Map Report It 1226-101 Site West Sample Street Site South Bend IN 46601 Study Site Study Site Matches Database Lt NPL Sites 1.00 CERCLA Sites 1.00 RCRA TSD Sites 1.00 RCRA Generator Sites 0.25 22 17 12 15 ERNS Sites 0.2511PADSSites1.00 23 TRI Sites 0.50 24 SSTS Sites 1.00 DOCKET Sites 1.00 TSCA Sites 1.00 _______________ rro.o SCL Sites 1.00 SWF Sites 1.00 LUST Sites 0.50 UST Sites 0.25 ____________________________ Two Database Matches Three or More Matches .J Database Area Site 27 21 rrs./Parks Streets .J Is U.n Secondary Roads ________________________________Incorp Areas Primary Roads r\ RadIi 114 mBa 112 .iUI mile Note The clii rmatson contained on this clap is sublect to the general disclaimer on the first page 7J \t tiiL EcoSearch Environmental Resourceslncj/fif PriorityRisk ReportMap ______________Sde WestSampleSlreetSfte i__s Study Site Study Site Matches Database __________ qU.yIyy1 Radius inWi NPL Sites 1.00 CERCLA Sites 1.00 RCRATSDSiteS 100 RCRA Generator Sites 0.25 17 118 12 ERNSSiIes 0.25 23 PADS Sites 1.00 -4 TRI Sites 0.50 SSTS Sites 1.00 DOCKET Sites 1.00 TSCA Sites 1.00 SCL Sites 1.00 27 SWF Sites 1.00 LUST Sites 0.50--USTSites 0.25 41 ____________________________ Two Database Matches Three or More Matches /- Database Area Site 11 .S ---Pants Streets Secondary Roads Incocp Areas Primary Roads LJMI __________________________ RadiI 1l4 mIle 112 nih.mit Note The information containea on this map is subject to the general disclaimer on the first page Site Summary Map ID Database Agency ID Site Name Address and County Distance/Direction RCRA Generator HAMILTON BODY SHOP INC 0.06122 mi RCRA Small Quantity Generator 917 LAFAYETTE BLVD SSW SOUTH BEND IN 46601 -3323 INDO1 6626210 SAINT JOSEPH Manually Geocoded RCRA Generator SCHAFER GEAR WORKS INC 0.07397 ml RCRA Small Quantity Generator 814S MAIN ST ENE SOUTH BEND IN 46601-3006 1N0005226477 SAINT JOSEPH UST OLINGER DISTRIBUTING CO INC 0.06666 ml Indiana Urrdertround Storage Tank 922 MAIN ST ESE SOUTH BEND IN 46601 -3334 Bill STJOSEPH CERCLA AVANTI 0.10609 rn 4A CERCLA Site Delisted NFRAP Sitel 76$LAFAYETTE BLVD NNW SOUTH BEND IN 46601-3013 INDBB4BB57BO SAINT JOSEPH Manually Geocaded RCRA Generator ABN MOTOR CORP 0.10609 rrri 4B RCRA Notifier Site 76$LAFAYETTE BLVD NNW SOUTH BEND IN 46601 -3013 IND0O17568B1 SAINT JOSEPH Maeaally Geoceded RCRA Generator NAB BUILDING CO 10609 rn 4C RCRA Notifier Site 765 LAFAYETTE BLVD NNW SOUTH BEND IN 46601-3013 IN0982646994 SAINT JOSEPH Manually Geecaded RCRA Generator ABN MOTOR CORP 0.10609 rn 4D RCRA Notifier Site 76$LAFAYETTE BLVD NNW SOUTH BEND IN 46601 -3013 1ND9B0903256 SAINT JOSEPH Manually Geocaded SCL AVANTI MOTOR CORP 0.1 0609 no 4E Indiana State Cleanup List Site 765 LAFAYETTE BLVD NNW SOUTH BEND IN 46601 -3013 0000020 SAINT JOSEPH Manually Gaocoded RCRA Generator ZIOLKOWSKI CONSTRUCTION 0.10627 ml 5A RCRA Small Quantity Generator 1005 LAFAYETTE BLVD SSW SOUTH BEND IN 46601-3325 IND584B77S97 SAINT JOSEPH Manually Geocoded UST ZIOLKOWSKI CONST 0.10827 rn SB Indiana Underground Storage Tank 1005 LAFAYETTE BLVD 55W SOUTH BEND IN 46601-3325 1133$ST JOSEPH Manually Geecoded UST SOUTH BEND LATHE 0.13894 ml 6A Indiana Underground Storage Tank 400 SAMPLE ST WSW SOUTH BEND IN 46601-2837 378 ST JOSEPH Manually Geacoded RCRA Generator SOUTH BEND LATHE 0.13594 ml 65 RCRA Small Quantity Generator 400 SAMPLE ST WSW SOUTH BEND IN 46601-2837 INDOO5 163736 SAINT JOSEPH Manually Gaacoded UST CITY OF SOUTH 8END 0.14146 rn Indiana Underground Storage Tank 225 GARST ST SSE SOUTH BEND IN 4660t-33t6 18512 ST JOSEPH EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Site Summary Map ID Database Agency JD Site Name Address and County DistancelDirection RCRA Generator MICHIANA TRANSMISSION 0.15603 ml RCRA Small Quantity Generator 902 MICHIGAN ST SOUTH BEND IN 46601-3424 1NR000003434 SAINT JOSEPH UST JOHNSHOUP 0.17021 mi 9A Indiana Underground Storage Tank 716 MAIN ST NNE SOUTH BEND IN 46601-3010 18766 ST JOSEPH LUST SHOUP BUSES INC 0.17021 ml 98 Indiana Leaking Underground Storage Tank 716 MAIN ST NNE SOUTH BEND IN 46601-3010 9311537 ST JOSEPH UST PETERJNEMETH 0.t7532mi 10 Indiana Underground Storage Tank 711 MAIN ST NNE SOUTH BEND IN 46601-3009 12487 ST JOSEPH RCRA Generator SOUTH BEND TOY INC 0.17547 ml 11 RCRA Notifier Site 404 SAMPLE ST SOUTH BEND IN 46601-2B37 1ND980999544 SAINT JOSEPH MnuIIy Goocoded UST ENYARI ELECTRIC MOTOR SERVICE 0.18932 ni 2A Indiana Underground Storage Tank 122 SAMPLE ST SOUTH BEND IN 46601-3445 16719 ST JOSEPH RCRA Generator ENYART ELECTRIC MTR SERVICE 18932 2B RCRA Small Quantity Generator 122 SAMPLE ST SOUTH BEND IN 46601-3445 IND06471 7655 SAINT JOSEPH UST CITY OP SOUTH BEND 0.23067 ml 3A Indiana Underground Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46601-3338 18511 ST JOSEPH UST JERRYS-U-SERV INC 0.23087 ml 138 Indiana Underground Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46601-3338 11905 STJOSEPH LUST CITY OF SOUTH BEND PROPERTY 0.23057 mi 3C Indiana Leaking Underground Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46601-3336 9303524 ST JOSEPH LUST JERRYS-U-SERVE IPORMERI 023057rro 3D Indiana Leaking Underground Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46801.3338 9302528 ST JOSEPH UST MICHIGAN HAUL CENTER VACANT 0.241 98 ml 4A Indiana Underground Storage Tank 1120 MICHIGAN ST SE SOUTH BEND IN 46601-3428 6866 ST JOSEPH LUST MICHIGAN HAUL CENTER VACANT 0.24t98rtn 148 Indiana Leaking Underground Storage Tank 1120 MICHIGAN ST SE SOUTH BEND IN 46601.3428 9505525 ST JOSEPH EcoSearch Report ID 1226-101 Environmental Dote ot Report December 16 1997 Resources Inc Site Summary Database Agency ID Site Name Address and County Distance/Direction SSTS SINTON SUPPLY COMPANY INC O.2605a mi Section Seven Tracking System 204 SAMPLE ST SOUTH BEND IN 46601-3447 0367391N 00105 SAINT JOSEPH Manually Geocoded LUST ALTMAN FAMILY TRUST 0.30635 mi 16 Indiana Leaking Underground Storage Tank 613 MICHIGAN ST NE SOUTH BEND IN 46601-2411 9311523 STJOSEPH MeneallyGeocoded LUST MUNICIPAL SERVICE FACILITY 34958mi 7A Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46525 9705501 SAINT JOSEPH Manually 00000ded LUST MUNICIPAL SERVICE FACILITY 0.34958 ml 17B Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 9510547 SAINT JOSEPH Stanaclly Geocoded LUST OLOFORT BUILDING SUPPLY 0.39804 no 18 Indiana Leaking Underground Storage Tank 1401 MAIN ST SEE SOUTH BEND IN 4661 3-2205 9102511 ST JOSEPH RCRA TSD ENVIRONMENTAL SERVICES 01 AMERICA-IN INC 0.40298 ml 19A RCRA TSD and Generator 604S SCOTT ST WNW SOUTH BEND IN 46601 -2822 1NO98O590947 SAINT JOSEPH Manually Geocoded CERCLA INDUSTRIAL FUELS RESOURCES CHEM SOLV 0.40298mm 9B CEHCLA Site lOelisted NFRAP Site 604 SCOTT ST WNW SOUTH BEND IN 46601 -2822 1ND9B059G947 SAINT JOSEPH Manually Geocoded LUST UNITED PARCEL SERVICE 040753 rem 20 Indiana Leaking Underground Storage Tank 807 SCOTT ST WNW SOUTH BEND IN 46501-2823 9101831 ST JOSEPH ManualtyGeocoded LUST ECKLER LEHAY LUMBER CO 0411 73no 21 Indiana Leaking Underground Storage Tank 1406 FRANKLIN ST SSW SOUTH BEND IN 46613-2006 9404513 ST JOSEPH LUST RAITT CORPORATION 0.45767 rio 22 Indiana Leaking Underground Storage Tank 815 SAMPLE ST SOUTH BEND IN 46601-2845 9009591 ST JOSEPH LUST MURRAY HERMAN PROPERTY/AMOCO 0.46848 rio 23 Indiana Leaking Underground Storage Tank 511 EDDY ST SOUTH BEND IN 46615 9408543 SAINT JOSEPH Mannally Geocoded LUST AMERICAN NILIFT COMPANY 0.4729 on 24 Indiana Leaking Underground Storage Tank 828 KERR ST SOUTH BEND IN 46601-2836 9304092 JOSEPH LUST GATES CHEVY WORLD 0.47407 on 25 Indiana Leaking Underground Storage Tank 333 WESTERN AVE SOUTH BEND IN 46601-2215 9010566 ST JOSEPH EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Site Summary Map ID Database Agency ID Site Name Address and County Distance/Direction LUST SOUTH BEND POST OFFICE 0.47523 on 26 Indiana Leaking Underground Storage Tank 424 MICHIGAN ST NNE SOUTH BEND IN 46624-4000 9112506 STJOSEPH LUST ALLIED PRODUCTS 0.47690 rro 27A Indiana Leaking Underground Storage Tank 601 BROADWAY ST SW SOUTH BEND IN 4660t-3357 9008539 ST JOSEPH SCL ALLIED PRODUCTS 47690 no 27B Indiana State Cleanup List Site SW SOUTH BEND IN 6950501 SAINT JOSEPH Manually Goocoded LUST ALLIED PRODUCTS CORPORATION 0.47690 on 27C Indiana Leaking Underground Storage Tank 601 BROADWAY ST SW SOUTH BEND IN 46601.3357 9012535 ST JOSEPH SCL ALLIED SIGNAL CORP 0.47690 on 27D Indiana State Cleanup List Site SW SOUTH BEND IN COMM14 SAINT JOSEPH Manually Geocoded LUST HARMON GLASS COMPANY 0.49239 on 28 Indiana Leaking Underground Storage Tank 502 WESTERN AVE NNW SOUTH BEND IN 4660t-2706 9308501 ST JOSEPH SSTS WATCON INC 0.95244 ml 29 Section Seven Tracking System 2215 MAIN ST SOUTH BEND IN 4661 3-2315 01 391 2IN 00105 SAINT JOSEPH CERCLA SWANSON WKS 0.96207 mi 30 CERCLA Site Delisted NFRAP Site 1139 BEYER AVE SOUTH BEND IN 46615-1107 1ND981 99078 SAINT JOSEPH CERCLA KOKOKU WIRE INDUSTRIES CORP 0.96868 no 31 CERCLA Site Delisted NPRAP Sitel 1217 WALNUT ST SOUTH BEND IN 46619-4305 1ND074320755 SAINT JOSEPH Manaally Geocoded --Manually Geocodnd Site plotted or corrected using paper maps phone calls and other resources to properly place thn site on the map --Agency Provided LatlLong Site plotted using the latitude and longitude given by the federal or state government agency Area Manually Plotted Area manually drawn using digital and paper maps EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Detailed Data The following pages contain the detailed data concerning the sites plotted on the map and included in the site summary Please Note Pages are not included for databases not found within the search radii These pages are arranged as follows Delisted CERCLA Data RCRA TSD and Generators Data SSTS Data Indiana SCL Data Indiana LUST Data Indiana UST Data CERCLA Archive Data Delisted Comprehensive Environmental Response Compensation and Liability Act Sites Archive Sites Map lOP 4A Distance tm 0.1OO94 Direction NNW Facility Name AVANTI Status This site has been delisted front CERCLIS Address 765 SOUTH LAFAYETTE BLVD No Further Remedial Action Planned City State Zip SOUTH BEND IN 46618 County ST JOSEPH EPA lOP 1ND98488578O Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reported NPL Status Not on tha NFL Federal Facilities Docket Status Not on Original Fedaral Facilities Docket Incident Type Oil/Non-Oil Spill Not Raportad RCRIS Facility Indicator Eneironmental Priority Initiative Site Event Date Started pomleted DISCOVERY Not Reportad 02/06190 PRELIMINARY ASSESSMENT Not Reported 03122/90 Mop lD 19B Distance mi 0.402983 Direction WNW Facility Name INDUSTRIAL FUELS RESOURCES CIIEM1 Status This site has been deliuted from CERCLIS Address 604 SOUTH SCOTT STREET No Further Remedial Action Planned City Stare Zip SOUTH BEND IN 46626 County ST JOSEPH EPA 1ND980590947 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Deocription Comments Not Reported NFL Status Not on the NFL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non-Oil Spill Not Reported RCRIS Facility Indicator Not Reported Event Date Started ppco/ppered1OVERYNot Reported 01115188 PRELIMINARY ASSESSMENT Not Reported 12/30/88 Map IDA 30 Distance mi 0.962071 Direction Facility Name SWANSON WICS Status This site has been delisted from CERCLS Address 1139 BEYER AVE No Further Remedial Action Planned City State Zip SOUTH BEND IN 46615 County ST JOSEPH EPA IDE 1ND981199078 Federal Facility Indicator Not Federal Facility Omnership Indicator Other Site Description Comments Not Reported NPL Status Not on the NPL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type /011/Non-Oil Spill Not Reported RCRIS Facility Indicator Not Raported Event Date Started Date Completed DISCOVERY Not Reported 05/21/86 PRELIMINARY ASSESSMENT Not Reported 03/23/87 SCREENING SITE INSPECTION Not Reported 09/3088 Map IDE 31 Distance mi 0.969684 Direction Facility Name KOKOKU WIRE INDUSTRIES CORP Status This site has been delisted from CERCLIS Address 1217 SOUTH WALNUT STREET No Further Remedial Action Planned City State Zip SOUTH BEND IN 46619 County ST JOSEPH EPA IDE 1N0074320755 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reported NFL Status Not on the NFL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non-Oil Spill Not Reported RCRIS Facility Indicator Yes IRCRA Fecilityl Event Dote Started Date Completed DISCOVERY Not Reported 0904/89 CERCLA Archive Data Delisted Comprehensive Environmental Response Compensation and Liability Act Sites Archive Sites PRELIMINARY ASSESSMENT Not Repoed 09125/89 RCRA TSD and Generators Data Facility and Compliance Information Map lOS Distance ml 0.061215 Name HAMILTON BODY SHOP INC Direction SSW AddresS 917 LAFAYETTE BLVD EPA 106 1ND016626210 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name RICK HAMILTON Contact Phone 219-289-6364 No Compliance Information Reported FYc1IIlsIPtfcWcWraTnTmrarmveSTamtl.InmoTmern No RAATS Information Reported for thin Site No Corrective Action Inatrument Information for thia Site Map ID Distance mi 0.073967 Name SCHAFER GEAR WORKS INC Direction ENE Address 814 MAIN ST EPA ID 1N0005226477 City State Zip SOUTH BEND IN 46624 Status SIC Code Unknown Land Type Unknown Contact Name STAN BLENKE Contact Phone 219-234-4116 No Compliance Information Reported No RAATS lnf ormationpppp1p for thin Site No Corrective Action Instrrmrent Information for this Site Map 05 4B Distance 1w 0.106094 Name ABN MOTOR CORP Directon NNW Address 766 LAFAYETTE BLVD EPA ID 1ND001766881 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name JEFF NEWMAN Contact Phone 219-287-3381 No Compliance Information Reported No RAATS Information Reported for this Sire RCRA Wastes and Waste Code Information prevossly reported by EcoSeatch have been removed from the RCffIS database by the LISEPA RCRA TSD and Generators Data Facility and Compliance Information No Corrective Action Instrument Information for thin Site Map IDE 4C Distance ml 0.106094 Name BUILDING CO Direction NNW Address 765 LAFAYETTE ST EPA ID 1ND9B2646994 City State Zrp SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name FREDERICK BAER Contact Phone 219.234.1001 .eIst No Compliance Information Reported qaYu1ruIItfsWa1tti1rtIrmIntWIi8ltoTtR9tlt01AmIo1c NoRAATSlnformationReported for thin Site ttSIUnIusu.ec.m8ftt0IISt8IltftfLtIS4tT No Corrective Action Instrument Information for this Site Map ID 4D Distunce mi 0.106094 Name ABN MOTOR CORP Doectron NNW Address 765 LAFAYETTE EPA IDE 1ND980903266 City State Zip SOUTH BEND IN 46618 Status SIC Cody Unknown Land Type Unknown Contact Name GEOFF NEWMAN Contact Phone 219-287-3381 011 0.IT lflltOTsIlrtiewto genie No Compliance Information Reported etyayIeIIH.RfsWsThmmmn.mr..oioiTTiI01etnUfomgeIstn No RAATS hiformation Reported fm this She No Corrective Action Instrument Information for this Site Map IDE 5A Distance mi 0.108272 Name ZIOLKOWSKI CONSTRUCTION Directmon SSW Address 1006 LAFAYETTE EPA IDE 1ND984877S97 City State Zip SOUTH BEND IN 46624 Status SIC Code Unknown Land Type Unknown Contact Name BEN ZIOLKOWSKI Contact Phone 219-287.1811 t.ltfsa.e1rO1f8Iilanii01.T1omncaor.rn.aoc No Compliance Information Reported 1sYuI1IIWfiVuVriiuimnionWItt9i81iOmfMTOOiUCoc RCRA Wastes and Waste Code lnformnatmon prnvmnusly reported by EcoSearch hone been removed from the ECRIS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information NoRAATS Information Reported for this Site No Corrective Action Instrument lot ormation for this Site Map IDS 6B Distance ml 0.138936 Name SOUTH BEND LATHE Direction WSW Address 400 SAMPLE ST EPA ID 1ND005163738 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Private Lend Contact Name ROBERT PFLUGNER Contact Phone 219-289-7771 No Compliance Information Reported foVaI8Ig No RAATS Information Reported for thin Site ii IIMeImrati No Corrective Action Instrument Information for thia Site Map ID Distance mi 0.156030 Name MICHIANA TRANSMISSION Direction Address 902 MICHIGAN EPA ID 1NR000003434 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Private Land Contact Name CURT WOOLLEY Contact Phone 219-282-2806 No Compliance Information Reported travail istetlaWa mcm.as.vo.rtOTrIrc.aaTaawc.amomem No RAATS Information Reported for thin Site fRloleaaonmm..5t85 laSt Ieelara5Raa No Corrective Action Instrument Information for this Site Mop ID 11 Dsoavce mi 0.176470 Name SOUTH BEND TOY INC Direcvon Address 404 SAMPLE ST EPA IDE 1ND980999544 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Private Land Contact Name DAVID PINK Contact Phone 219.289-9275 RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from tim RCRIS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information No Compliance Information Reported No RAATS Information Reported for this Site t.fsI.meorsv.oT8iTm.1ttEItIIeJI1Ie. No Corrective Action Instrument Information for this Site Mop ID 12B Distance mi 0.189317 Name ENYART ELECTRIC MTR SERVICE Drectron Address 122 SAMPLE ST EPA ID 1ND06471766S City State Zip SOUTH BEND IN 46618 States SIC Code Unknown Land Type Unknown Contact Name RICHARD HOLM Contact Phone 219-288-4731 ffi1sa1smmnR1E1lTmmsoeeas.mu.ae1o No Compliance Information Reported loVc1IIiaIraWsmsmomorrnn.oTaarmteTasTomTTtIao.r No RAATS Information Reported for this Site 1foIavaoe.m.m91T9i1aotEItaeIImsUII No Corrective Action Inntrument Information for this Site Map ID 19A Distance md 0.402983 Name ENVIRONMENTAL SERVICES OF AMERICA-IN INC Directron WNW Address 604 SCOTT ST EPA IDE 1N0980590947 City State Zip SOUTH BEND IN 46601 Statas SIC Cede 2869 Land Type Private Losd Contact Name JAMES KUIPERS Contact Phone 219-234-0441 WfoIenTmtmnqtslEumtm1rornarnanm ECRA Wastes and Wastn Code leformaton preoously roported by EcoSnarch haoe bevy removed from the ECRIS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information EVALUATIONS Eval 871130001 Agency State Eoaluatiofl Date 11/30/87 EuaI 880126002 Agency State Evaluation Date 01/26/88 Cool 880331004 Agency State Eualcation Date 03/31/88 Coal 880929006 Agency State Eualoation Oato 09/29/88 EuaI 890103008 Agency State Evaluation Date 01/03/89 EuaI 890928011 Agency State Euaiuaton Date 09/28/89 Eoal 900330012 Agency State Evaluation Date 03/30/90 Eval 900524013 Atency State Evaluation Date 05/24/90 Eval 900724015 Agency State Evaluation Date 07/24/90 Eusi 900928016 Agency State Eluation Date 09128/90 Eval 910131018 Agency State Eusluation Date 01/31191 Eual 910327019 Atency State Evaluation Date 03/27/91 EuaI 910814022 Atency State Evaluation Data 08/14/91 Eval 910926026 Atency EPA Personnel Evaluation Date 09/26/91 Eval 920220028 Agency State Evaloation Date 02/20/92 Evai 920813031 Agency State Evaluation Date 0813/92 Eval 930203032 Agency State Evaluation Date 02/03/93 Eval 930728036 Agency State Evaluation Date 07/2893 Eval 931209001 Agency EPA Contractor Evaluation Date 12/09/93 Eval 931217034 Atency State Evaluation Date 12/17/93 Eval 940204035 Agency State Eualuation Date 02/04/94 Euai 940829037 Agency State Evaluation Date 08/29/94 Eval 941201042 Agency State Evalcation Date 12/01/94 EuaI 941201043 Agency State Evaluation Dete 12/01/94 Eval 950216045 Agency State Eualuation Date 0216/95 Eust 950609047 Agency State Ecaluetion Date 06/09/95 VIOLATIONS Viol 1NO98059094750069 Violation Type TSD Other Requirement Actual Resolution Date 06/12/95 Viol 1ND980590947S006S Violation Type ISO Other Requirement Actual Resolution Date 06/12/95 Viol 1ND980590947S0067 Violation Type TSO Other Requirement Actual Resolution Date 03/10/95 Viol lN0980590947S0066 Violation Type TSD Other Requirement Actual Resolution Date 03/10/95 Viol 1NO980590947S0063 Violation Type TSD Land Ban Requirements Actual Resolution Date 08/09/94 Viol 1N0980590947S0062 Violation Type TSD Other Requirement Actual Resolution Date 08/09/94 Viol 1ND98059094750061 Violation Type TSD Other Requirement Actual Resolucco Date 08/09/94 Viol 1ND980590947S0060 Violation Type ISO Other Requirement Actual Resolution Date 08/09/94 Viol 1ND980590947S0059 Violation Type TSD Other Requirement Actual Resolution Date 08/09/94 Viol 1N0980590947S0058 Violation Typo Generator Any Requirements Actual Resolution Date 08/09/94 Viol 1NO980590947S0057 Violation Type TSD Other Requirement Actual Rssolutotn Date 04/08/94 Viol 1ND98059094750056 Violation Type Generator Any Requirements Actual Resolution Data 04/08/94 Viol 1ND980590947S0055 Violation Type TSD -Other Requirement Actual Resolution Date 03/15/94 Viol 1ND98059094750054 Violation Type ISO Other Requirement Actual Resolutott Date 03/15/94 Viol 1ND98059094750053 Violation Type Generator Any Requirements Actual Rasolutios Data 03/15/94 Viol 1ND980590947S0051 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1N0980590947S0050 Violanon Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND980590947S0049 Violetion Type TSD Land Ban Requirements Actual Resolution Date 04/05/95 Viol 1NO980590941S0048 Violation Type Generator Any Requirements Actusi Rusolution Date 04/05/95 Viol 1ND980590947S0047 Violation Type ISO Other Requirement Actual Resolution Date 04/05/95 Viol 1ND980590947S0046 Violation Typa Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND98059094750045 Violation Type TSD Other Requirement Actoal Resolution Date 04/05/95 Viol 1ND980590947S0044 Violation Type TSD Other Requirement Actual Resolution Date 04/05/95 Viol 1NO980590947S0043 Violation Type Generetsr Any Requirements Actual Resolution Date 04/05/95 Viol 1NO980590947S0041 Violation Type ISO Other Requirement Actual Resolutioo Data 04/05/95 Viol 1NO980S90947S0039 Violation Typo ISD Other Requirement Actual Rnsolotion Date 04/05/95 Viol 1ND980590947S0033 Violation Type Generator Any Requirements Actual Resolution Date 05/12/92 Viol 1ND980590947S0029 Violation Type TSD Other Requirement Actual Resolution Data 01/14/93 Viol 1NO980590947S002S Violation Type ISO Other Requirement Actual Resolution Date 01/14/93 Viol 1ND980590947S0026 Violation Type Generator Any Requirements Actual Resolution Data 02/17/94 Viol 1N098059094750021 Violation Type TSD Other Requirement Actual Resolution Date 02/17/94 Viol 1N0980590947S0016 Violation Type TSD Other Requirement Actual Rotciution Date 02/17/94 Viol 1ND980590947S0014 Violation Type ISO Financial Responsibility Requirements Actual Resolution Date 05/02/94 Viol 1N0980590947S0013 Violation Type ISO Other Requirement Actual Resolution Date 05/02/94 Viol 1ND9805909475001 Violation Type TSD Other Requirement Actual Resolution Data 05/02/94 Viol 1ND980590947S0010 Violation Type TSD Land Ban Requirements Actual Resolution Data 02128/90 Viol 1ND980590941S0009 Violation Type Generator Lend Ben Requirement Actual Rosolution Date 02/28/90 Viol 1NO99059094750009 Violation Type TSD Land Ben Requirements Actual Resolution Dote 05/30/89 Viol 1ND980590947S0007 Violation Type Generator Lend Ban Requirement Actual Resolution Dote 05/30/89 Viol 1NOS80590947S0006 Violation Type ISO Land Ban Requirements Actual Resolution Date 03/28/89 Viol 1ND980590947S0005 Violation Type Generator Lend Ben Requirement Actual Rasulution Date 03/28/89 Viol 1N0980590947S0004 Violation Type TSD Land Ben Requirements Avtutl Resolution DatO 03/28/89 Viol 1N0980590947S0003 Violation Type Generator Land Ban Requirement Actual 03/28/89 Viol 1N0980590947S0002 Violation Type ISO Financial Responsibility Requirements Actual 04/12/88 RCRA Wastes and Waste Codn lntnttnatioo previously reported by EcoSearch have beeo removed from thn NC/VS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information VOl IND980590947S0001 Vielotion Typn TSP Financial Responsibility Requirernentn Actuol Rnsoluton Date 04/1 2/88 Vol 1ND980590947E0002 Violution Type Generator Land Ban Requirement Actual Resoluton Dote 02/28/94 Vol 1ND980590947E0001 Violation lype Generator Any Requirements Actual Resolution Dote 11/18/92 ENFORCEMENTS tnt 871215001 Agency State Type Written Informal Dote 12/15/87 tnt 880128002 Agnncy State Type Written Informal Date 01/28/88 tnt 890217003 Agency EPA Type Written Informal Dote 02/17/89 tnt 890315005 Agency EPA Type Written Informal Dote 03/15/89 tnt 900103006 Agency EPA Type Written Informal Dote 01/03/90 tnt 910104007 Agency State Type Written Informal Dote 01/04/91 Ent 910502012 Agnncy State Type Written Informal Dote 05/02/91 tnt 910926009 Agency EPA Type Initial 3008Ial Compliance Order Dote 09/26/91 tnt 920121011 Agency State Type Initial 300Slal Compliance Order Dote 01/21/92 Eel 920316013 Agency State Type Written Informal Dote 03/16/92 Ent 920616014 Agancy State Type Written Informal Dote 06/16/92 Eel 921118008 Agency EPA Type Final 3008la1 Compliance Order Dote 11/18/92 tnt 930430015 Agnncy State Type Written Informal Dote 04/30/93 tnt 940111017 Agency State Type Written Informal Dote 01/11/94 tnt 940120016 Agency State Type Initial 3008la1 Compliance Order Dotn 01120/94 Ent 940201018 Agency State Typa Written Informal Dete 02/01/94 Ed 940210010 Agency EPA Type Written Informal Date 02/10/94 Era 940301019 Agency State Type Written Informal Dote 03/01/94 Ent 940517020 Agency State Type Initial 3008laI Compliance Order Dote 06/17/94 tnt 941202021 Agency State Type Written Informal Dote 12/02/94 tnt 950327022 Agency State Typo Written Informal Dote 03/27/95 leVeKIIctgaWrtDmmmeooeonIepu8gTmit8TeiTttttTmi1IInon No RAATS Information Reported for thin Site Actictt ID 3066 once Dote 9/26/1 991 Facility Type Prinately held facility FouIity ID 1ND980590947 Frtol Dote 11/18/1 992 Action Type 30081a1 Compliance Order Dccket NutetberV-W-91 R-17 Final Penalty Amount 13000.00 Total Proposed Penalty 22800.00 tBtfuImtoounopr..d.YBInTWtltltqrtII1e No Cornectine Action Inntrument Information for thin Site Enent Date tvent Description Reported Status 10/4/90 RFA Completed EPA RCRA 1/22/93 Determination of need for an RFI EPA RCRA Ott is neeseems.rp 3/31/94 Corrective Action Prioritizagion EPA RCRA MsthitePcOtitg ICRA Wostes cyd Waste Code lnlotteotcs preenesly teported by EcoSnatch hone been remyyed frym the ACRIS database by the USEPA SSTS Data Section Seven Tracking System Data Pesticide Producers Map 1DM 15 Distance mi 0.260593 Name SINTON SUPPLY COMPANY INC Direction Address 204 SAMPLE ST City State Zip SOUTH BEND IN 46601 Agency ID Code 0367391N 00105 Owner Address 204 SAMPLE ST City State Zip SOUTH BEND IN 46618 Year Reported Pesticide Product Name 1989 SINCO SUPER SHOK 1990 SINCO SUPER SHOK Map 1DM 29 Distance mi 0.952441 Name WATCON INC Direction Address 2215 MAIN ST City State Zip SOUTH BEND IN 46613 Aterrcy ID Cede 0138121N 00105 Owner Address P.O BOX 2829 City State Zip SOUTHBENO IN 46680 Year Reported Pesticide Product Name 1989 WATCON 1478 1989 WATCON 1213 1989 WATCON 1279 1989 WATCON 1479 1989 TERR-O-CIDE 15 1989 WATCON 1278 1990 WATCON 1279 1990 WATCON 1478 1990 WATCON 1479 1990 WATCON 1278 1990 WATCON 1223 1990 WATCON 1213 1991 WATCON 1479 1991 WATCON 1213 1991 WATCON 1223 1991 WATCON 1278 1991 WATCON 1279 1991 WATCON 1375 1991 WATCON 1374 1991 WATCON 1478 Indiana SCL Data Indiana State Cleanup List Map ID 4E Distance Cmi 0.10609 Direction NNW Name AVANTI MOTOR CORP Address 765 LAFAYETTE BLVD Agency ID 0000020 City State Zip SOUTH BEND IN 46601 Type of Site State Cleanup Site Site Assignments County ST JOSEPH Protect Manager/Info COMPLETED Chemist Not Reported Geologist Not Reported On Commissioners Bulletin Yes Score Indiana Scoring Mode 28.28 Scoring Dale 5/22/92 Map 27B Distance mu 0.47690 Direction SW Name ALLIED PRODUCTS Address Agency ID 6950501 City State Zip SOUTH BEND IN Type of Site Voluntary Cleanup Site County ST JOSEPH Prolect Manager/Info ED JONISKAN Chemist Not Reported Geologist Not Reported On Commissioners Bulletin No Score Indiana Scoring Model N/A Scoring Date Map IDy 27D Distance mi 0.47690 Direction SW Nume ALLIED SIGNAL CORP Address Agency ID COMM14 City State Zip SOUTH BEND IN Type of Site On the Coermissionere Bulletin Only County ST JOSEPH Proiect Manager/Info Not Reported Chemist Not Reported Geologist Not Reported On Commissioners Bulletin Yen Score lindiarra Scoring Model 41.75 Scoring Date 5/15/92 Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 9B Distance mi 0.17021 Name SHOUP BUSES INC Direction NNE Address 716 MAIN ST Agency ID 9311537 City State Zip SOUTH BEND IN 46601 Substance Released Petrsleum LUST Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 11129/93 Revision Date 11/29/93 Media Affected Soil Comments 5BAAA Map ID 3C Distance Imil 0.23087 Name CITY OF SOUTH BEND PROPERTY Direction SSE Address 1130 MAIN ST Agency ID 9303524 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 03/11/93 Revision Date 03/11/93 Media Atfected Soil Comments 5BBAA Map ID 3D Distance ml 0.23087 Name JERRYS-U-SERVE IFORMERI Direction SSE Address 1130 MAIN ST Agency ID 9302528 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Disposition Actiee Disposition Date Not Reported Priority low Initiated By Voluntary Data Entry Date 02/23/93 Revision Date 02/23/93 Media Affected Soil Comments 5BAAA Map ID 14B Distance mi 0241 98 Name MICHIGAN HAUL CENTER VACANT Direction SE Address 1120 MICHIGAN ST Agency ID 9605525 City State Zip SOUTH BEND IN 46601 Substance Released Gasoline Disposition No Further Action Disposition Date 08130/96 Priority Low Initiated By Voluntary Data Entry Date 05/25/96 Revision Date 08/30/96 Media Affected Soil Comments Removed USTo\overescaveted 33 cb ydsTPH 20 ppm Map lD 16 Distance Imil 0.30635 Name ALTMAN FAMILY TRUST Directins NE Address 613 MICHIGAN ST Agency ID 9311523 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Dispnsition Active Disposition Dune Not Reported Priority Low Initiated By Voluntary Data Entry Date 11/1693 Revision Date 02/03/97 Media Affected Soil Comments 5BBAA Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 17A Distance mO 0.34958 Name MUNICIPAL SERVICE FACILITY Direction Address 701 SAMPLE Agency ID 9705501 City State Zip SOUTH BEND IN 46625 Substance Released Diesel Disposition Active Disposition Date 05/02/97 Priority Medium Initiated By Voluntary Data Entry Date 05102197 Revision Date 05/02197 Media Affected Soil Groundwater Comments Map ID 178 Distance mO 0.34958 Name MUNICIPAL SERVICE FACILITY Direction Address 701 SAMPLE Agency ID 9510547 City State Zip SOUTH BEND IN 46625 Substance Released Other Disposition Active Disposition Date 10/31/95 Pritrity Low Initiated By Voluntary Data Entry Date 12/18/98 Revision Date 12/18/95 Media Affected Soil Comments Map 1DB 18 Distance mO 0.39804 Name OLDFORT BUILDING SUPPLY Direction SSE Address 1401 MAIN ST Agency ID 9102811 City State Zip SOUTH BEND IN 46613 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 02/15/91 Revision Date 02/15/91 Media Affected Soil Comments Map 1DB 20 Distance mi 0.40753 Name UNITED PARCEL SERVICE Direction WNW Address 607 SCOTT ST Agency ID 9101531 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition Discontinued Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 01/28/91 Revision Date 01/25/91 Media Affected Soil Comments 5BAAA OVER.EXCAVATION COMPLETED Map 1DB 21 Distance ImiI 0.41173 Name ECKLER LEHAY LUMBER CO Direction SSW Address 1406 FRANKLIN ST Agency ID 9404513 City State Zip SOUTH BEND IN 46613 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Pritrity Low Initiated By Voluntary Data Entry Data 04/1394 Revision Date 04/13/94 Media Affected Soil Comments 5BAAA BOTTOM TPH SAMPLES AT 1320 AND 1290 SIDE 20 Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map 1Db 22 Distance mi 0.45767 Name RAITT CORPORATION Direction Address 815W SAMPLE ST Agency ID 9009591 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 1012390 Revision Date 102390 Media Affected Soil Comments Map lOb 23 Distance 1w 0.46849 Name MURRAY HERMAN PROPERTY/AMOCO Direction Address 511 EDDY ST Agency ID 9408543 City State Zip SOUTH BEND IN 46615 Substance Released Petroleum ILUSTI Disposition Active Disposition Dote Not Reported Priority Low Initiated By Voluntary Data Entry Date 1115/94 Revision Date 11/15/94 Media Affected Soil Comments Map 1Db 24 Distance 1w 0.47291 Name AMERICAN HILIFT COMPANY Direction Address 828 KERR ST Agency ID 9304092 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 06/16/93 Revision Date 06116193 Media Affected Soil Comments 5BAAA Map 1Db 25 Distance 1w 0.47407 Name GATES CHEVY WORLD Direction Address 333 WESTERN AVE Agency ID 9010566 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition No Further Action Disposition Date 08/12/96 Priority Low Initiated By Voluntary Data Entry Date 05/1 3/91 Revision Date 0812/96 Media Affected Soil Comments USTs removed\TPH below objective levels Map 1Db 26 Distance Iwil 0.47523 Name SOUTH BEND POST OFFICE Direction NNE Address 424 MICHIGAN ST Agency ID 9112506 City State Zip SOUTH BEND IN 46624 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 01/08/92 Revision Date 01 /08/92 Media Affected Soil Comments 5BBAA Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map lOB 27A Distance no 0.47690 Name ALLIED PRODUCTS Direction SW Address 601 BROADWAY ST Agency ID 9008539 City State Zip SOUTH BEND IN 46601 Substaece Released Petroleum LUST Disposition No Farther Action Disposition Date 07/22/96 Priority Low Initiated By Voluntary Data Entry Date 11/09/90 Revision Date 01/29/97 Media Affected Soil Csmments one tank removed all below objectives Map lOB 27C Distance roil 0.47690 Name ALLIED PRODUCTS CORPORATION Direction SW Address 601 BROADWAY ST Agency ID 9012535 City State Zip SOUTH BEND IN 46601 Sobstance Released Petroleum LUST Disposition No Farther Action Disposition Date 07/25/96 Priority Low Initiated By Voluntary Data Entry Date 12/14/90 Revision Dale 01/29/97 Media Attected Soil Comments Voluntary cleae ap/remediation effective TPHobjective Map lOB 28 Distance mi 0.49239 Name HARMON GLASS COMPANY Direction NNW Address 902 WESTERN AVE Ayency ID 9308501 City Stale Zip SOUTH BEND IN 46601 Sobstance Released Petroleum LUST Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 08/03/93 Revision Date 08/03/93 Media Affected Soil Cvmments 5BAAA Indiana UST Data Indiana Registered Underground Storage Tank Data Map ID Distance wi 0.08688 Agency ID 5111 Direction ESE Owner OLINGER DISTRIBUTING COMPANY INC Name OLINGER DISTRIBUTING CO INC Owner Address 5337 78TH ST Address 922 MAIN ST City State Zip INDIANAPOLIS IN 46268 City State Zip SOUTH BEND IN 46634 Phone 311.876.1188 Status Permanently Out of Service Installed Not Reported Capacity 6000 Composition Steel Closed 04-29.94 Closure Status Replace Substance Diesel Last Used Not Reported Map ID 5B Distance Cmii 0.10827 Agency ID 11335 Direction SSW Owner ZIOLKOWSKI CONST Nawe ZIOLKOWSKI CONST Owner Address 1006 LAFAYETTE BLVD Address 1005 LAFAYETTE BLVD City State Zip SOUTH BEND IN 46624 City State Zip SOUTH BEND IN 46624 Phone 219-287-1811 Status Permesestly Out of Service Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported Status Permanently Out sf Service Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closure Status No Status Substance Diesel Last Used Not Reported Statcs Permanently Out of Service Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Lost Used Not Reported Map lD 6A Distance mil 0.13894 Agency ID 378 Direction WSW Owner SOUTH BEND LATHE Name SOUTH BEND LATHE Owner Address 400 SAMPLE ST Address 400 SAMPLE ST City State Zip SOUTH BEND IN 46625 City State Zip SOUTH BEND IN 46625 Phone 219-289.7771 Status Currently In Use Installed Not Reported Capacity 6000 Composition Unknown Closed Not Reported Closure Status No Status Substance Used oil Last Used Not Reported Status Currently In Use Installed Not Reported Capacity 8000 Composition Unknown Closed Not Reported Closure Status No Status Substance Other Last Used Not Reported Status Unregulated Installed Not Reported Capacity 1500 Composition Unknown Closed Not Reported Closure Status No Status Substance Unknown Last Used Not Reported Status Unregulated Installed Not Reported Capacity 8000 Composition Unknown Closed Not Reported Closure Status No Status Substance Unknown Last Used Not Reported Status Unregulated Installed Not Reported Capacity 5000 Composition Unknown Closed Not Reported Closure Status No Status Substance Unknown Last Used Not Reported Map ID Distance Imil 0.14146 Agency ID 18512 Direction SSE Owner CITY OF SOUTH BEND Name CITY OP SOUTH BEND Owner Address 1308 COUNTY CITY BLDG Address 225W GARST ST City State Zip SOUTH BEND IN 46601 City State Zip SOUTH BEND IN 46601 Phone 219-235-9251 Status Permenently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 02-01.93 Closure Status Unknown Substance Gasoline Last Used 12.01-92 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 02-01-93 Closure Status Unknown Substance Gasoline Lust Used 12-01-92 Indiana UST Data Indiana Registered Underground Storage Tank Data Map 1174 9A Distance md 0.17021 Agency ID 18766 Direction NNE Owner JOHN SHOUP Name JOHN SHOUP Owner Address 202 WINSLOW Address iie MAIN ST City State Zip MIDDLEBURY IN 4e540 City State Zip SOUTH BEND IN 46601 Phone 219-825.9405 Status Permanently Out of Service Installed Not Reported Capacity Not Reported Composition Unknown Closed 10-30-93 Closure Status Replace Substance Diesel Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity Not Reported Composition Unknown Closed 10-30-93 Closure Status Replace Substance Kerosene Last Used Not Reported Map ID 10 Distance mO 0.17532 Agency ID 12487 Direction NNE Owner PETER NEMETH Name PETER NEMETH Owner Address 1220 EATON DR Address 711 MAIN ST City State Zip SOUTH BEND IN 46614 City State Zip SOUTH BEND IN 46618 Phone 219-288-4661 Status Currently In Une Installed Not Reported Capacity 2000 Composition Unknown Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported Map lD 12A Distance ml 0.18932 Agency ID 16719 Directinn Owner ENYART ELECTRIC MOTOR SERVICE Name ENYART ELECTRIC MOTOR SERVICE Owner Address 1225 SAMPLE ST Address 122 SAMPLE ST City State Zip SOUTH BEND IN 46618 City State Zip SOUTH BEND IN 46618 Phone 219-288.4732 Status Permanently Out of Service Installed Not Reported Capacity 6000 Composition Steel Closed Not Reported Closure Status No Status Substance Unknown Last Used 12-01.89 Map ID 13A Distance mu 0.23087 Agency ID 18511 Direction SSE Owner CITY OF SOUTH BEND Name CITY OF SOUTH BEND Owner Address 1308 COUNTY CITY BLDG Address 1130 MAIN ST City State Zip SOUTH BEND IN 46601 City State Zip SOUTH BEND IN 46614 Phone 219-235-9251 Status Pernsanently Out of Service Installed Not Reported Capacity 10000 Composition Steal Closed 02-01-93 Closure Starus Replace Substance Gasoline Loot Used Not Reported Status Permanently Oat of Service Installed Not Reported Capacity 10000 Composition Steel Closed 02-01-93 Closure Status Replace Substance Gasoline Last Used Not Reported Map 104 13B Distance roil 0.23087 Agency ID 11905 Direction SSE Owner HOMER BAIRD Name JERRYS-U-SERV INC Owner Address 2627 LAKE SHORE DR Address 1130 MAIN ST City State Zip NILES Ml 49120 City State Zip SOUTH BEND IN 46618 Phone 616-686-3014 Status Permanently Out of Service Installed Not Reported Capacity Not Reported Composition Steal Closed 06-01-92 Closure Stotus Replace Substance Gasoline Last Used Not Reported Status Perntenently Out of Service Installed Not Reported Capacity Not Reported Composition Steel Closed 05.01-92 Closure Status Replace Ssbstance Gasoline Last Used Not Reported Map lOW 14A Distance roil 0.24198 Agency ID 6868 Direction SE Owner CITY OF SOUTH BEND ECON DEVMT Name MICHIGAN HAUL CENTER VACANT Owner Address 1200 COUNTY CITY BUILDING Address 1120 MICHIGAN City State Zip SOUTH BEND IN 46601 City Stare Zip SOUTH BEND IN 46601 Phone 219-284-9335 Indiana UST Data Indiana Registered Underground Storage Tank Data Status Permanently Out of Service Installed Not Reported Capacity 6000 Composition Steel Closed Oa-26-89 Closure Status Replace Substance Gasoline Last Used 08-01-89 Status Permanently Out of Service Installed Not Reported Capacity 1000 Composition Steel Closed 09-26-89 Closure Status Replace Substance Used Oil Last Used 08-01-89 Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steel Closed 09-26-89 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steel Closed 05-23-96 Closure Status Replete Substance Other Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported Status Permanently Oat of Service Installed Not Reported Capacity 2000 Compsuition Steel Closed 09-26-89 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 2000 Composition Steel Closed 09-26-89 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steal Closed 06-23-96 Closure Status Replace Substance Other Last Used Not Reported Status Unregulated Installed Not Reported Capacity 1500 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported 10 Status Permanently Out of Service Installed Not Reported Capacity 1000 Compouitiov Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported 11 Status Permanently Out of Service Installed Not Reported Capacity 1000 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported Unmappable Sites limitation of many records of governmental databases is incomplete or incorrect address information Without proper addresses it is more difficult to locate and map these sites Instead of leaving these potentially important sites out of the EcoSearch report we implement painstaking manual geocoding strategy aimed at plotting these unmappable sites by looking at zip codes city names and county names identified with the radius around your study site The zip codes cities and counties searched are identified on the EcoSearch Statistical Overview page Our sophisticated mapping software enhanced TIGER street maps and address correction database processing methods find and plot most environmental sites We then perform manual geocodirig plotting those sites the computer fails to find using variety of resources These include using our in-house collection of paper maps directories cross-referencing database information and calling post offices local government or the sites themselves to accurately locate environmental records We also correct obvious TIGER Street map errors and omissions This effort at manual geocoding results in short or non-existant orphan/unmappable list and increases accuracy and reliability of the data in our reports We have elected not to computerize this part of our report due to the importance of presenting all data as completely and accurately as humanly possible When this function is computerized it is impossible to produce report as accurate as one where manual geocoding has taken place The limited number of sites which could not be reasonably found through our geocoding strategy are presented in this section for further review to assess their impact on your study site To serve our clients we offer the free service of researching any unmappable site that you feel you would like more information about To do this give us call with the database and agency ID number Ifound in the first and second columns of the unmappable section We will then phone send or fax you the detailed data for that site EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc _______- Unmappable Sites Database Agency ID Site Name and Address UST 965 SOUTH BEND CO Indiana Underground Storage Task NO LOCATION ADORESS GIVEN SAINT JOSEPH SOUTH BEND IN SCL 7100081 DUNPHY PROPERTY Indiana State Cleanup List Site SAINT JOSEPH SOUTH BEND IN EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Radon Risk Map for Indiana ____ WNe ths Unon _____ ____ Not Samped SOURCE EPA Map for Radon Zones Indiana September 1993 The data is based on the State/EPA Residential Radon Survey which was conducted in Indiana during the winters of 1987-88 This map shows the percentage of homes in each county registering over pCi/L Ipicocurres per liter radon concentration For additional information on this survey consult the next page Note The information provided on this map is sub1ect to the disclaimer on the first page This map is NOT intended to determnn if property in given county should be tested for radon Properties with elevated levels of radon have been found in all counties If or when radon is concern all properties should be tested regardless of the county designation EPA Residential Radon Survey for Indiana Homes over 4pCifL Homes over 2OpCi/L Homes over 4pCi/L Homes over 2OpCiL Sloe Number Percentage Number Percentage gg gr Percentage Percentage dims 14 35.71%0.00%Posey 16.67%0.00% den 169 29 17.16%1.18%Pulaski 000%0.00% slholonnew 28 16 57.14%0.00%Putnam 000%0.00% layton 50.00%0.00%Randolph 55.56%0.00% 0.00%0.00%Ripley 0.00%0.00% one 55.56%0.00%Rush 0.00%0.00% own 33.33%0.00%Scott 21 9.52%0.00% Daircll 28.87%0.00%Shelby 42.86%0.00% aoo 5000%0.00%Spencer Ti 9.09%000% Dlark 92 17 18.48%1.09%St Joseph 114 30 26.32%175% Day 25.00%0.00%Starke 0.00%0.00% OnIon 28.57%0.00%Steuben 13 69.23%0.00% Grawfcrd 0.00%0.00%Sullivan 12 833%0.00% Dasiess 20.00%000%Switzerland 0.00%000% DeKaib 21 12 57.14%0.00%Tippecaooe 39 19 48.72%8.13% Dearborn 1667%0.00%lipton 20.00%0.00% Decatur 20.00%0.00%Union 0.00%0.00% Delaware 16 25.00%0.00%Vanderburgh 32 1875%000% Dubois 0.00%000%Vermillion 50.00%12.50% tlkhart 76 31 40.79%0.00%Vigo 34 15 44.12%2.94% Fayette 50.00%0.00%Wabash 15 60.00%0.00% Floyd 32 25.00%0.00%Warren 25.00%26.00% Fountain 13 46.15%23.08%Warrick 21 4.76%0.00% Franklin 0.00%0.00%Washington 10 30.00%0.00% Fulton 22.22%0.00%Wayne 18 12 66.67%6.56% Gibson 16 12.50%0.00%Wells 14.29%0.00% Grant 13 53.85%7.69%White 16 12.50%0.00% Greene 16 0.00%0.00%Whitley 23 10 43.48%0.00% Hamilton 23 26.09%0.00% Hancock 1250%0.00% Harrison 19 42.t 1%10.53% Hendricks 22 13.64%0.00% Henry 11 27.27%0.00% Howard 22 31.82%0.00% Huntington 13 7.69%0.00% Jackson 14.29%0.00% Jasper 11 0.00%000% Jay 40.00%000% Jefferson 16 15.75%0.00% Jennings 19 10.53%0.00% Johnson 34 10 29.41%0.00% Knox 44.44%0.00% Koeciusko 30 18 60.00%3.33% La Porte 66 21 31.82%3.03% Lagrange 55.56%11.11% Lake 125 2.40%0.00% Lawrence 28 17.86%3.57% Madison 27 10 37.04%0.00% Marion 115 43 37.39%2.61% Marshall 0.00%0.00% Martin 0.00%0.00% Miami 28 15 53.57%3.57% Honroe 30 30.00%3.33% Montgomery 21 11 52.38%0.00% Morgan 42.86%0.00% lewion 12 33.33%0.00% llobln 20 10 50.00%0.00% Ohio 0.00%0.00% Orange 11 36.36%9.09% Owen 20.00%0.00% Parke 0.00%0.00% Prrry 0.00%0.00% Pike 0.00%0.00% Porter 84 16 19.05%0.00% SOURCE EPA Map oF Radon Zones Indiana September 1902 This EPA/State survey was conducted in Indiana during the winters oF 1986.68 Over 1969 homes were rested with shorn.rerm 27 dcvi charcoal canisters pieced In the lowest livable area OF the home These tests determine the radon conceorratiOn measured in pCilL lpicocuries per hterl The average radon concentration measuremerir in ttre 11.5 is betweert and polL The EPA has established the guideline or pCrlL as an elavated indoor redon lecel NOlt The sample alas in each county may nor be suFFiciett tn show statistical signiFicance This inrormation in NOr intended to determine it property in given oountp should be tested for radon IF or when radon is concern all propertres should be rested regardless OF the county statistics Environmental Glossary Acid Chronic Effect Environmental Assessment large class of sabstances having pH less An adverse effect on human or animal body The measarement or prediction of the than seven An acid waste is considered with symptoms which develop slowly aver transport dispersion and final location of hazardous when the phI is 2.0 or less long period of time or which reoccur hazardous substance when released into the frequently environment Acute Effect An adverse effect on human or animal body Chronic Exposure Environmental Emergencies with severe symptoms developing rapidly and Low dotes repeatedly received by the body Incidents involving the release lot potential coming quickly to crisis over long period of time releasel of hazardoas materials into the environment mhich require immediate remedial Acute Exposure Combustible action dose that is delivered to the body in single term used by the NFPA DOT and others to event or in short period of time classify certain liquids that mill barn on the Environmental Hazard basis of flash points Both the NFPA and DOT conditiov capable of posing risk of evposure Aerobic generally define combustible liquids as to air water soil plants or wildlife Occurring in the presence of free ooygen having flash point of 100c For higher Exception Report Alkaline Concentration report that generators who transport waste substance with phI between and 14 The relative amount of substance when off-site must submit it they do not receive An alkaline waste is considered hazardous combined or miued with other sabstances properly completed copy of their manifest when its pH is 12 or greater within 45 days of the dote on which the initial Contingency Plan transporter accepted the waste Ambient document setting out an organized Eoisting conditins of air water and other planned and coordinated course of action Generator media at particular time be followed in case of fire or eoplosion or The person or facility who by nature or release of hazardous waste from TSD or ownership management or control is Anaerobic generators facility that could threaten human responsible for causing or allowing to be health or the environment IRCRAI caused the creation of hazardous waste Occurring in the absence of oxygen Corrosive Glovebag Assessment As defined by DOT corrosiee material is device used to remove section of pipe An analysis or eoamination liquid or solid that causes visible destruction insulation without isolating the entire space vi or irreversible alterations in human skin tissue room Background Environmental Sample at the site of contact or in the case of leakage Samples that are considered to contain no from its packaging liquid that has severe Groundwater Hydrology contaminants or known concentrations of corrosion rate on steel solid or liquid which The study of the movement of water below contaminants exhibits these characteristics can be regulated the earths surface as hazardous waste Base Hazard substance which forms salt when reacted Decomposition circumstance or condition that can cause with an acid Bates have pH of greater than Breakdown of material or substance Iby heat harm Hazards are often categorized into four seven chemical reaction electrolysis decay or other groups biological chemical physical and processesl into elements or simpler radiation Buffer Zone compounds An area of land which surrounds hazardous Hazard Classes waste facility and on which certain land uses Decontamination series of nine descriptive terms chat have and activities are restricted to protect the The process of removing contaminants from been established by the UN Committee of public health and safety and the environment individuals and equipment Esperts to categorize the hazardous nature of from existing er potential hazards caused by chemical physical and biological materials the migration of hazardous maste ICHSC Deep Well Injection These categories are flammable liquids Sec 25110.31 Disposal of wastes by injecting them into explosives gases oxidizers radioactive geological formation deep in the ground materials corrosives flammable solids Carcinogen sometimes after pretreatment to avoid poisonvus and infectious substances and substance or agent capable of causing or solidification dangerous substances producing cancer in mammals EPA ID Number Hazardous Waste Caustics This unique number assigned by EPA to each Any material that is sublect to the hazardvus large class of substances which form generator transporter or TSD waste manifest requirements of the EPA svlutives having high pH specified in the CFR Title 40 Part 262 or Effluent wvald be subiect to these requirements in the Waste material either treated or untreated absence of an interim authnrization to State under CFR Title 40 Part 123 Subpartdischargedintothe environment EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Heavy Metals Part Strict Liability Certain metallic elements having high The first part of two part application that Holds party responsible for damages density and generally toxic e.g lead silver must be ssbmitted by TSD to receive irrespective of the amount of care taken in mercury and arsenic permit It contains general facility handling hazardous substance information Immediate Removal Subtitle Actions undertaken to prevent or mitigate Part The part of RCRA which pertains to the immediate and significant risk of harm to The second part of two part application that management of hazardous waste human life or health or the environment As must be submitted by TSD to receive set forth in the National Contingency Plan permit It contains highly technical and Subtitle these actions shall be terminated after ft detailed information The part of ACRA which pertains to the million has been obligated or six months have storage of petroleum products and hazardous elapsed from the date of initial response Planned Removal substances other than wastes in UST5 The removal of released hazardous substancesIncidentfrom the environment within non-immediate Superfund The release or potential release of hazardous long term time period Under CERCLA see CERCLA substance into the environment Actions intended to minimize increases in exposure such that time and COOt Synergistic Inert commitmenno are limited to six months and/or The action of two materials together which is Exhibiting rio chemical activity totally St million greater in effect than the sum of theunreactive individuals actionsPoisonClass Innocent Land Owners Defense DOT term for extremely dangerous poisons TIGER Files The defense of purchaser of real property that is poisonous gases or liquids of such The US Cenoao Bureaus TIGER files provide that he or she exercised due diligence in nature that very small amount of the gas or having hazards assessed prior to purchase vapor of the liquid mixed with air is nationwide computerized map with address dangerouu to life Some examples phosgene range information Interim Status cyanogen and hydrocyanic acid Tort Allows owners and operators of TSDs that Poison Class legal wrong sometimes referred to as were in existence or for which construction negligencehadcommencedpriortoNovember 1980 DOT term for liquid solid paste or semisolid substances other than Classtocontinuetooperate without permit after this date pending final issuance from ACRA poisons which are keswn to be toxic to man Toxicity as no hazard to health during The ability of substance to produce injury by Joint and Several Liability transportation non-mechanical means once it reaches susceptible site in or on the bodyUnderfederallameachpartythatcontributedPollutant to damages may be held liable for all Wastes damages but each has the right to compel substance or mixture which after release ___________________________________________ the others to contribute and indemnify into the environment and upon exposure to federal list of hazardous wastes which any organisms will or may reasonably be consists of substances deemed tx be Liability anticipated to cauoe adverse effects in such hazardous for hazards other than acute organisms and their offspring hazards Being subject to legal action for ones behavior Priority Pollutants MSDS Material Safety Data Sheet list of chemicals selected from the list of toxic pollutants by the EPA as priority toxic Required by OSHA of owners to alert pollutants for regulation under the Clean employees to hazards their effect and Water Act protective action Remedial Actions Manifest Responses to releases of hazardous Form which indicates generator quantity and substances on the NPL that are consistent type of waste for each shipment of hazardous with permanent remedy which wouldwastesdisposedin off-site facilities prevent or mitigate the migration of materials into the environment National Contingency Plan Policies and procedures that the Federal Risk Government follows in implementing The probability that an unwanted event will responses to incidents involving hazardous occursubstances Second RespondersWastes Those personnel required to assist or relieve federal waste list comprised of substances first responders at hazardous material categorized as acutely hazardous incident due to their specialized knowledge equipment or esperience Theoe include State environmental protection or health officials commercial response cleanup companies and appropriate industry representatives EcoSearch Report ID 1226-1 01 Environmental Date of Report December 16 1997 Resources Inc Adaytcd 1mm Lixcolo Graduatc Cxotcr 993 Rcnl Eslute Environmental Screeirtug Aviiinio as Acronyms and Abbreviations -AIRS Aerometric Information Retrieval System -AST Aboveground Storage Tank -ASTM American Society for Testing and Materials -BLM Bureau of Land Management -BNA Bureau of National Affairs -CAA Clean Air Act -CDC Centers for Disease Control -CERCLA Comprehensive Environmental Response Compensation and Liability Act of 1980 -CERCLIS CERCLA Information System -CICIS Chemicals in Commerce Information System -COE U.S Army Corps of Engineers -CWA Clean Water Act -DDT Dicholoro-diphenyl-dichloroethane -DOC Department of Commerce -DOCKET Enforcement Docket System--Office of Enforcement and Compliance Monitoring -DOE Department of Energy -DOT Department of Transportation -EPA Environmental Protection Agency -ERCS Emergency Response Cleanup Services -ERNS Emergency Response Notification System -ESA Environmental Site Assessment -FIFRA Federal Insecticide Fungicide and Rodenticide Act -FINDS Facility Index System -FOIA Freedom of Information Act -FWPCA Federal Water Pollution Control Act -HHS Department of Health and Human Services -HSWA Hazardous and Solid Waste Amendments of 1984 -HUD Department of Housing and Urban Development -LUST Leaking Underground Storage Tank -MSDS Material Safety Data Sheet -NEPA National Environment Policy Act -NESHAP National Emission Standards for Hazardous Air Pollutants -NFRAP No Further Remedial Action Planned Delisted CERCLA Site -NOl Notice of Intent -NOV Notice of Violation -NPDES National Pollution Discharge Elimination System -NPL National Priorities List -NRC Nuclear Regulatory Commission -NRIS Nuclear Regulatory Information System -OSHA Occupational Safety and Health Administration EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Acronyms and Abbreviations -PADS PCB Activity Database System -PCB Polychlorinated Biphenyls -POTW Publicly-Owned Treatment Works -PPM Parts Per Million -PRP Potentially Responsible Parties -RAATS RCRA Administrative Action Tracking System -RCRA Resource Conservation and Recovery Act of 1976 -ACRIS Resource Conservation and Recovery Information System -RFA RCRA Facility Assessment -RFI RCRA Facility Investigation -RI Remedial Investigation ICERCLAI -SARA Superfund Amendments and Reauthorization Act of 1986 -SCS Soil Conservation Service -SDWA Safe Drinking Water Act -SETS Superfund Enforcement Tracking System -SSTS Section Seven Tracking System -SWF/LF Solid Waste Facilities Landfills -TIGER Topologically Integrated Geographic Encoding and Referencing System -TRI Toxic Release Inventory -TSCA Toxic Substances Control Act -T5D Treatment Storage or Disposal Facility -USDA U.S Department of Agriculture -USGS U.S Geological Survey -UST Underground Storage Tank -WWTP Wastewater Treatment Plant EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc APPENDIX SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION RECEIVED JTATE CLEANUP May1995 SITE INVESTIGATION REPORT INDIANA VOLUNTARY REMEDIATION PROGRAM ALLIED PRODUCTS CORPORATION STAMPING FACILITY SOUTH BEND INDIANA Project No 8708 Prepared By Advanced Pollution Technologists Limited Mishawaka Indiana TABLE OF CONTENTS ctinn DescriptIon 1.0 INTRODUCTION 1.1 Report Organization 1.2 Site Location and History 1.2.1 Site Location 1.2.2 Site History 1.2.3 Site Documentation 2.0 SITE CHAEACrEmZATION 2.1 Baseline Assessment 2.1.1 Baseline Ecological Assessment 2.1.2 Background Hydrogeological Assessment 2.2 Background Concentrations 2.3 Sampling Methodolo 2.3.1 Sample Matrices 2.3.2 Sample Locations 2.3.3 Investigation Methods 2.3.4 Sample Collection 2.4 Sample Analysis 2.5 Site Investigation Results 10 2.5.1 Soil Sample Analysis Results 10 2.5.2 Groundwater Sample Analysis Results 13 2.5.3 Hydrogeologic Investigation Results 14 3.0 CONCLUSIONS 14 APPEND DC BORING LOGS APPENDIX CHAIN-OF-CUSTODY APPENDIX LABORATORY ANALYTICAL REPORTS LIST OF TABLES little Deacription Soil Analytical Data Summary for LIST Closure-TPH Soil Analytical Data Summary for LIST Closure VOCs Soil Analytical Data Summary for LIST Closure-SVOCs Field Screening Photoionization Detector Sampling and Analysis Summary Sample Container Requirements Holding Times Preservation and Analytical Procedures Sampling and Analysis Summary Sample Numbers Locations Analyses Soil Analytical Data Summary TPH Soil Analytical Data Summary VOCs Soil Analytical Data Summary SVOCs 10 Groundwater Analytical Data Summary-TPH II Groundwater Analytical Data Summary VOCs 12 Groundwater Analytical Data Summary SVOCs 13 Water Level Elevation Data Surficial Zone Adanccd loflutlafl TechnoloIgts LW -EnvirrnmentaI CnsuItant LIST OF FIGIJRES Figtxe flaacripnoo Site Location Map Site Map and Environs Water Supply Well Locations Underground Storage Tank Locations Monitoring Well and Soil Boring Location Map TPI-Distribution in Soil North South Cross-Section A-A TPH Distribution in Soil Distribution of PCE in Soil North South Cross-Section A-A PCE Impact in Soil 10 Total SVOC Distribution in Soil 11 TPH Distribution in Groundwater Shallow 12 TPH Distribution in Groundwater Deep 13 North South Cross-Section A-A TPH Impacted Groundwater 14 PCE Distribution in Groundwater- Shallow 15 PCE Distribution in Groundwater Deep 16 North South Cross-Section A-A PCE Impacted Groundwater 17 Total SVOC Distribution in Groundwater Shallow IS Total SVOC Distribution in Groundwater Deep 19 North-South Ssratigrnphic Cross-seciton A-A East-West Stratraphc Crcss-sectn E-B VRP SiI IRvUivio Roit MItCd PmduaCipoMfl South Bout Puc o19 1.0 IlTRODUC11ON This section presents background information pertinent to the site activities performed at the Allied Products Corporation Allied manufacturing facility located in South Bend Indiana These activities were performed during the period of June 1989 to May 1995 This section is organized as follows Report Organization Section 1.1 and Site Background Section 12 Allied retained Advanced Pollution Technologists Limited APT to perform site investigation regarding potential constituent releases associated with seventeen underground storage tank liST systems The investigation by APT performed during the period of December 1993 to May 1995 was preceded by the closure of thirteen USTs These closures were performed by Petroleum Equipment Inc PEI during June 1989 to October 199 The remaining four USTs were removed by APT in March 1994 This document summarizes the scope of work and the results associated with the site investigation performed by APT 1.1 REPORT ORGANIZATION This report is organized as follows Introduction Section 1.0 Site Characterization Section 2.0 and Conclusions Section 3.0 There are also thirteen tables twenty-one figures and three appendices associated with this report 1.2 SITE LOCATION AND HISTORY This section presents information regarding the facility and the site history 1.2.1 Site Location The Allied South Bend Stamping facility is located at 601 West Broadway Street in South Bend Indiana Figure The facility is part of the Studebaker corridor concentrated area of manufacturing and former manufacturing facilities located about mile southwest of the Central Business District of South Bend The facility property boundaries abut Franklin Street to the etI and the Conrail Railroad to the south Figure The northern boundary is shared with South Bend Lathe and western boundary is shared with Underground Pipe and Valve The properties east of Franklin Street consist of undeveloped vacant lots residential area is located approximately /8- mile south of the facility Allied Products is the current facility owner The facility manufactures automotive parts Automotive body parts such as bumpers fenders doors etc are manufactured using cold rolled steel which is cut to size and stamped to shape using large presses The facility consists of three Advanced Pollution Technololgists Ltd EnvironhTiCntal Csnsultants VRP Site Joettgadsa Repad Mud Praducu Coeponuu South s..d I.aa rqezof buildings the largest of which is the east building with approximately 444000 square feet under roof The west building has approximately 231000 square feet under roof The third and northernmost building has approximately 122000 square feet under roof The buildings are Type VI fire protection steel and concrete construction The site layout is presented in Figure Climatologically the facility is located in the temperate zone Maximum summer temperatures are typically in the 90 to 950 range and minimum winter temperatures are itt the -15 to -20 range The South Bend Indiana area receives approximately 38 inches of precipitation annually source Water Resource Availability in the St Joseph River Basin Indiana The topography of the area surrounding the facility is gently rolling to flat with general slope to the northeast toward the St Joseph River Surface runoff consists of sheetfiow which either exits the facility property along the northeast property boundary or is collected by storm sewers and discharged to the City of South Bend combined Storm and sanitary sewer system The surfkce water body closest to the facility is the Saint Joseph River which is approximately one mile northeast of the facility The drinking water in the area is supplied by the City of South Bend and is derived from groundwater sources The wells supplying the municipal system are screened between 90-200 feet below the ground surface The location of the nearest South Bend water supply wellfield is approximately one mile southwest of the facility Figure 1.2.2 Site History Allied retained PEI to close the seventeen underground storage tanks that were present at the South Bend facility tank farm consisting of ten USTs located between the three buildings of the facility was excavated and closed during November and December 1990 The tank farm consisted of six 10000-gallon tanks one 8000-gallon tank and three 12000-gallon tanks Figure Soil samples were collected during closure and tested for Total Petroleum Hydrocarbons 1PH The analytical results indicated that no releases had occurred from this UST system Groundwater samples were not collected because groundwater was not encountered during the tank closure The tanks reportedly stored gasoline kerosene diesel and heating oil prior to their closures However the tanks may have been installed as early as the 1920s in which case the tanks may have stored several constituents in their lifetime 5.000-gallon fiST which was reportedly used to Store gasoline was located approximately midway along and outside the east wall of the west building Figure This UST was closed in June 1990 Soil samples were collected during closure and tested for TPH The closure sample analytical results indicated that releases had occurred from this fiST Impacted soils were overexcavated ad disposed Groundwater samples were not collected because groundwater was not encountered durin the tank closure 20.000-gallon UST which reportedly stored heating oil prior to its closure was located at the northwest corner of the west building Figure In June 1991 the tank was closed by abandonment-in-place since large electrical transformer was located over portion of the tank Soil samples were collected during closure and analyzed for TPH The results of the analysis indicated the presence of petroleum hydrocarbons in two samples One closure sample contained TPH at concentration of 62 mg/kg and the second sample contained TPH at concentration of 17 Advanced Pollution Technololgisi.s Ltd -Environmental Consulianis VRP Site I.wdpdo Rjpon Allied Preducte Cer$rnio Soi.t Bead ladla.a Pteiof mg/kg Groundwater samples were not collected because groundwater was not encountered during the tank closure In October 1991 10000-gallon tank located north of the east building was closed by removal Figure The tank reportedly had stored mineral spirits associated with painting operations and kerosene prior to the time of closure strong petroleum odor was detected in the surrounding soil during excavation activities TPH concentration of 6300 mg/kg was detected in soil sample collected from the excavated soil stockpiled from the excavation soil sample was collected four feet below the UST and analyzed for TPH and VOCs The analytical results indicated TPH concentration of 31 mg/kg and l24Trimethylbenzene concentration of 1052 ug/kg Since groundwater was not encountered during the tank closure groundwater samples were not collected The relative age and quantity of the release could not be accurately determined due to the age of the tank and the lack of adequate inventory records However 2264 cubic yards of impacted soil was required to be excavated before encountering the limits of the impact This soil was bioremediated and returned to the excavation site afier the concentrations of constituents were below detection limits The final UST system consisting of four 4000-gallon tanks is located under the west wall of the west building preliminary assessment conducted by PEI consisting of single monitoring well installed near the tanks indicated that releases to the groundwater had occurred based on the detection of Tetrachloroethylene or Tetrachloroethene PCE in single groundwater sample collected from this well and analyzed for volatile organic compounds The apparent release was reported to IDEM by PEI and APT was retained by Allied to conduct site assessment These liSTs were closed by APT in March 1994 Analysis of soil samples collected at the time of closure confirmed that PCE and TPH releases had occurred from this tank system The summary of these closure soil sample analyses can be found in Table through Table 1.2.3 Site Documentation summary of the previous work performed at the site described in Section 1.2.2 of this document is found in the following reports tindersround Storane Tank Closure Report Allied Products Tank Farm Facility PEI 1991 linderrround Storane Tank Closure Renort Allied Products 20.000 USIPEI 1991 Underiround Storare Tank Closure Reoort PEI 1991 2.0 SITE CHARACTERIZATION This section is organized as follows Baseline Assessment Section 2.1 Background Concentrations Section 2.2 Sampling Methodology Section 2.3 Sample Analysis Section 2.4 and Advanced Pollution Tectinololgisu Lid -Environmental Consultants- VRP Shi JmdpIa Recrt AIIIcd PrOdcU Crpsis So.k Biad IIdIiia rigi4o Site Investigation Results Section 2.5 The Boring Logs for soil borings and monitoring wells drilled by APT are located in Appendix The Chain-of-Custody records are included in Appendix The laboratory analytical reports for samples collected by APT are included in Appendix 2.1 BASELflfE ASSESSMENT Baseline ecological and hydrogeological assessments for this Site are discussed below 2.1.1 Baseline Ecological Assessment The facility is located within the City of South Bend corporate limits in highly indusialized and commercialized urban area The surface topography is relatively flat and slightly sloping toward the northeast Surface runoff in the area is collected by the City of South Bend combined storm and sanitary sewer system The nearest surface water is the St Joseph River which is located approximately one mile northeast of the facility The groundwater flow is toward the northeast in the direction of the St Joseph River The constituents of concern have been detected only in subsurface soils and groundwater and the extent of impact has been determined Therefore the potential threat to aquatic wildlife in the St Joseph River is assessed to be non-existent There does not appear to be any potentially affected endangered species in the vicinity of the site No evidence of stressed vegetation or wildlife has been observed at the site There are no wetlands riparisn areas or other environmentally sensitive areas in the vicinity of the site There are limited opportunities for exposure to the constituents identified at the site There are no large concentrations of wildlife in the immediate vicinity and the closest residential area is approximately 1/8 mile south upgradient of the facility Figure The site is secured within seven foot chain-link fence with designated ingress point attended by security personnel There is no opportunity for wildlife or the local human population e.g children or passers-by to have access to the site and contact potentially impacted soils or groundwater Impacted soils where present are not at the ground surface but are encountered in the subsurface beneath paved areas and buildings Likewise groundwater is encountered at depths greater than 20 feet below the ground surface and there are no groundwater surface discharge points e.g springs in the area In summary the potential for sensitive areas to be affected appears to be minimal 2.1.2 Background Hydrogeological Assessment literature search was performed to provide background understanding of the regional and locil hydrogeology in order to properly guide assessment activities Since the facility is located in St Joseph County in northern Indiana the following publications are applicable and were reviewed Professional Technical Staff for the Division of Water Resourco Availability in the St Joseph River Basin Indiana Indiana Department of Natural Resources 1987 Advanced Pollution Technslolgisr.s Ltd -Ens ronmcntal Consultants- VRP 5It I.viadiada Ricrt AUkd Praduet Cvp..iIos Sagik Band lidlana agaf Geologic Map of the JL.25 Fort Wayne Oundranale Tndiana Michiaan and Ohio Showine Bedrock and Uncontolidated Deposits Indiana Department ofNatural Resources 1972 South Bend East and South Bend West Indiana 7.5-minute Topographic Quadrangle Maps United States Geologic Survey 1973 St insech County Potential Groundwater Contamination Sites Michiana Area Council of Governments August 1989 Physiographically the facility is located along the southern rim of the Michigan Basin and northeast of the Kankakee Arch which separates the Illinois Basin from the Michigan Basin The surface and near-surface geology is pars of the Kankakee Lowland It is characterized by fine-grained 1-lolocene alluvium underlain by thick outwash sand and gravel which overlie lake muds The unconsolidated surficial deposits are approximately hundred feet thick and unconformably overlie the Ellsworth Shale an eroded Devonian bedrock surface Geologic Map of Indiana Indiana Geological Survey The Ellsworth Shale is predominantly green marine shale with some dark brown/black layers occurring in the lower portions of the unit Literature sources concerning the hydrogeology of the area indicate that the facility is located in the St Joseph Aquifer System The St Joseph Aquifer System is primarily composed of fine to medium sand with localized layers of coarse sand and gravel The total aquifer system thickness ranges from 20 to 400 feet Indiana Department of Natural Resources Division of Water Wster Resotarc Availability in the St Joseph River Basin Tndiana 1987 Typically groundwater is first encountered at depths of 15-20 feet below the ground surface The regional groundwater flow within the St Joseph Aquifer System is toward the northeast with gradient of approximately 0.005 ft/fl generally following the surface topographic expression Water Resource Availability in the St Joseph River Basin 1987 According to available reference materials thin to feet clay layers are interspersed within the aquifer and moderately thick deposit of clay/till separates an upper sand and gravel aquifer from lower more productive sand and gravel aquifer Also according to available published reference materials the shallow aquifer unit is unconfined and occurs within 15-20 feet of the surface Therefore it is highly susceptible to surface and near-surface sources of groundwater contamination Reference material suggests that the deep aquifer unit is generally confined and occurs at depths greater than 100 feet below the ground surface The on-site investigation indicates that single unconfined aquifer unit consisting of mauv sand unit underlies the facility extending from the ground surface to depth of approximately 76 feet below the ground surface thirty-seven foot thick interval consisting of interbedded till and sandJgravel units underlies the massive sand unit and extends downward to the bedrock surface which occurs at depth of 113 feet the depth at which auger refusal occurred while drilling monitoring well MW-ID Individual till and sandJgravel units within this interval are typically several feet thick see Soil Boring Log for monitoring well MW-ID Se.eral rounds of water elevation measurements collected during the site investigation indicate that the depth to groundwater in the unconfined aquifer underlying the site is approximately 25 feet Ads anced Pollutisn Technololgists Lid -Environmental Consultants VRP Site Mvdpdo Repsfl Allied Producu CirpiidS Sooth Beud Imdlao P.ge6o 19 below ground surface The expected seasonal fluctuation of groundwater in the site area is several inches based on groundwater elevation data collected during the course of year The local groundwater flow is toward the northeast with gradient of approximately 0.003 ft/ft and an estimated velocity of 103.5 ft/year Groundwater from the St Joseph Aquifer System is utilized as potable water supply in the area However there are no private water supply wells in the vicinity the City of South Bend provides municipal water supply to all residential and commercial property in the city The municipal water supply wells tap the aquifer at minimum depth of 90 feet and the nearest municipal water supply wells are located upgradient of the site 2.2 BACKGROUND CONCENTRATIONS The constituents of concern i.e chlorinated compounds and refined petroleum hydrocarbons do not occur naturally in the envoronment Therefore background investigation was not pci-formed Any detected constituents are assumed to be the result of man-made operations 2.3 SAMPLING METHODOLOGY APT conducted site investigation during the period of December 1993 to May 1995 The sampling locations the media sampled and the methods utilized are discussed in the following sections 2.3.1 Sample Matrices Soil and groundwater were the media investigated during the site investigation The soil was sampled primarily at three depth intervals at depth of approximately eight feet below the ground surface as part of the lIST closure sampling at the water table approximately 21-25 feet below the ground surface and from depth interval between 38-42 feet below the ground surface The latter depth interval contains distinct stained layer of soil which was determined to be impacted by petroleum products The groundwater was sampled at the water table 21-25 feet below the ground surface and from depth interval of approximately 40-45 feet below the ground surface The monitoring well screens were five feet long and set four feet below the water table for the shallow wells and set at approximately 45 feet for the deep monitoring wells Surface water was not sampled because the nearest surface water is located approximately one mile northeast of the facility and it is beyond the extent of the impacted soil and groundwater The atmosphere was also not sampled since the opportunity for the constituents of concern to contat the atmosphere is essentially non-existent 2.3.2 Sample Locations The site investigation consisted of twenty-four shallow monitoring wells seventeen deep monitoring wells and nine soil borings The shallow wells identified by designation are screened across the water table to idertti constituents that would be present on or near the groundwater surface Advanced Pollution Technololgists Ltd Environmental Consultants VRP Site Iavdpd.a Rapoll Alliad Pmdac Caep.ndaa Soaik kad Ia4.a Pai aft The deep wells identified by designation were screened at approximately 40-45 feet to evaluate potentially impacted groundwater resulting from the petroleum impacted soil layer identified in the soil samples at depth of approximately 38-42 feet The shallow and deep wells were drilled as well clusters so that the vertical groundwater gradient could be determined and the constituent concentration profiles could be evaluated The installation of the monitoring wells included continuous split spoon sampling and hydrogeologic characterization of the subsurface deposits The soil samples for laboratory analysis were typically collected at the water table and from depth of 38.42 feet below the ground surface The constituents of concern in groundwater were believed to be in the uppermost portions of the aquifer and at depth corresponding to the stained interval respectively The locations of the monitoring wells and soil borings are presented in Figures Releases were initially determined to have occurred from the four 4000-gallon underground storage tanks located under the west building Figure Therefore the monitoring wells installed during the early phases of the investigation installed during the early phases of the site investigation MW-I through MW.9 are concentrated around these tanks and downgradient of the tanks toward the northeast portion of the facility Figure Monitoring well/well cluster locations MW-b MW-il MW-12 MW-13 MW-15 and MW-25 were installed downgradient of the four USTs during subsequent phase of the investigation in order to define the extent of the soil and groundwater impact associated with the release sod to characterize the local hydrogeologic conditions Figure The off-site monitoring well/well cluster locations MW-16 MW-l7 MW-iS MW-19 MW-20 United Limo MW-I MW-3 were installed and sampled to determine the extent of impact off-site The soil and groundwater were also evaluated near the locations of the other closed underground storage tank systems at the facility in order to assess the possibility that releases might have occurred from these areas Figure Monitoring well cluster MW-23S123D and soil borings TB-S and TB-6 were installed to investigate the 10000-gallon tank north of the east building Soil borings TB-I TB-2 TB-3 TB-4 TB.7 TB.8 TB-14 and monitoring well MW-24D were installed to ascertain whether or not releases have occurred from the ten UST tank farm located between the east building and the west building Monitoring well cluster MW-I IS/I ID is located immediately downgradient of the former 20000-gallon liST located northwest of the west building Monitoring well cluster MW-26S/26D was installed downgradient of the former 5000-gallon gasoline liST located along the eastern aide of the west building Lastly several monitoring wells were installed to assess whether any constituents wert migrating onto the Allied property from off-site upgradient or sidegradient sources Figure Monitoring well MW-22 was installed at the southern upgradient property boundary to evaluate the groundwater quality entering the site Likewise monitoring wells MW-5S and MW-SD provide information about the groundwater entering the site from the western boundary The thre monitoring wells MW-14 MW-21S MW-21D along the east boundary of the site provide sidegradient control 2.3.3 Investigation Methods All of the soil borings and monitoring wells were drilled using mobile rig equipped with inch inside diameter ID continuous flight hollow stem augers Continuous undisturbed soil samples for geolosic and chemical characterization were collected utilizing two-foot long split-spoon sampler driven ahead of the auger bit in accordance with ASTM Standard Method D1586-84 All soil Advanced Pollution Technotolg%Si-S Ltd -Environmental Consultants- VRP SUi I.veidpds Repsil Allied ProdueuCerpseItIs Sou Be.d IIW rs1eaolt9 borings were advanced until the desired depth was reached based on either predetermined depth or the results of field screening using photoionization detector PID Geologic observations as well as any other apparent physical characteristics staining odor were recorded on boring logs Each borehole was plugged with bentonite chips after sampling The boring logs for APT soil borings are included in Appendix Upon opening each two-foot split-spoon sampler the recovered soil sample was screened at six-inch intervals for VOCs using PID headspace method and the observations recorded on the boring log in accordance with the Indiana Deparunent of Environmental Management IDEM requirements The soil sample was then geologically characterized by the site geologist Representative soil samples were collected from various intervals within the soil borings based either on pre-detersnined sampling frequency or on the results of the P11 head space analysis and analyzed for VOCa SVOCs and TPH Monitoring well installation was accomplished inside of the hollow stem auger chain All monitoring wells were constructed of flush-threaded five-and ten-foot sections of Schedule 40 Pvc with five-foot long 0.010-inch slotted screen All monitoring wells were of the flush mount design to avoid impeding vehicular traffic and for aesthetic reasons Monitoring well construction details are provided on the boring logs included in Appendix The following procedure was used when installing monitoring wells The borehole was advanced to the total desired depth using hollow stem auger with continuous two-foot long split-spoon sampling for chemical and geologic characterization At most of the well cluster locations the deep well was drilled first with continuous sampling from the ground surface to the total depth At those well locations where deep well was installed subsequent to the installation of the shallow well split-spoon sampling in the twinned deep wells commenced at the interval corresponding to the total depth of the adjacent shallow well and continued to the total depth five-foot long 0.010-inch slotted PVC screen and ten-foot long sections of flush-threaded PVC riser were installed in the wellbore The screen in the shallow wells was placed to intersect static groundwater under variety of climatic seasonal conditions The screened interval in the deep wells extends from 40-45 feet below the ground surface sand pack was placed in the wellbore annular space extending from the bottom of the wellbore to two feet above the top of screen The annular space extending from the top of the sand pack to approximately one foot below the ground surface was backfilled using bentonite chips The remaining annular space was filled with cement from the bottom-up The riser pipe was notched for surveying purposes and equipped with locking cap Advanced Pollution Techoololgisl-s Ltd -Environmental Consultants- VRP Site ta.utllado ReI1 AllIed PreducisCorpendea Sovik Beed l.dlo.s Paeo 19 flush-mounted protective steel outer casing was cemented into place for each well and two-foot diameter concrete pad was placed around each well The concrete pad was mounded in order to provide runoff of precipitation and discourage seepage into the well The protective casing was covered with Screw-down steel cap Well development to clear the well screen and sand pack of any fine material which might cause clogging was accomplished by bailing minimum of three well volumes from the well using decontaminated bailer Each well was developed to the satisfaction of the site geologist who monitored the volume of water removed from the well water color turbidity pH conductivity and temperature to determine the effectiveness of the development The well was considered developed when the above criteria became stable These observations were recorded on the Monitoring Well Development Data form 2.3.4 Sample Collection Discrete soil and groundwater grab samples were obtained during all sampling activities Sampling equipment included split-spoon soil sampling device laboratory.supplied sample bottles disposable Teflon bailers and disposable latex gloves Sampling equipment was either decontaminated using steam cleaner split-spoons or discarded alter the collection of every sample No composite or commingled samples were collected for analysis Soil samples were collected from predetermined depths from suspected impacted zones based on head-space analysis or from just above the saturated zone Samples were assigned unique sample ID code the boring number followed by the sampling depth for soil samples e.g Thl-l or the monitoring well number followed by the code 3W to identifi the sample as groundwater sample and the sampling round e.g MWI.GWI or the tank number followed by the portion of the tank such as tank bottom east e.g T4-BE Upon opening each two-foot split-spoon sampler the recovered soil sample was screened at six-inch intervals for VOCs using ND head space method and the observations recorded on the boring log in accordance with the Indiana Department of Environmental Management IDEM requirements The ND screening results can also be found in Table Field screening using head-space analysis was performed by collecting split soil samples and placing one of the samples in plastic Ziplock bag and the other sample in laboratory-supplied sample bottle The soil sample in the Ziplock bag was allowed to sit for approximately 15 minutes in warm environment to allow constituents to volatilize from the soil at which time the PID probe was inserted into small opening in the bag and the VOC concentration measured and recorded in the field log The split sample containerized in sample bottle was then either discarded or sent to the laboratory for analysis While the Pl is capable of detecting volatile vapors in the parts-per-million ppm range it was used solely as field screening device The ND readings presented in Table do not necessarily correlate to constituent concentrations determined as result of laboratory analysis of soil samples which was accomplished using the much more rigorous procedures defined in SW-846 Adanced PoUution Techeoiolgtslt Ltd -Environmental Contultants VRP Site taveadpdoa Repsit Allied ProducU Corp.eado Sooi Reed iuiiIa.a Pale lOot 19 The following procedure was followed during all soil and groundwater sampling Field sampling equipment was inspected and decontaminated prior to use in the field and between each sample depth interval e.g split-spoons or sampling location e.g augers and associated drilling equipment Following geologic characterization soil samples for laboratory analysis were collected using disposable sterile latex gloves Each soil sample for VOCs semi-volatile organic compounds and TPH analysis was containerized in an appropriate laboratory-provided sample container Monitoring wells were purged of at least three well volumes of water prior to groundwater sampling in order to remove stagnant water from the well and verify that representative groundwater sample was collected from the ansmissivc unit Temperature conductivity pH appearance and odor were measured or noted and recorded on Groundwater Sampling Log Sheet In the event that these indicator parameters were not stable after removing three well volumes of groundwater from the well an additional two well volumes of water were purged prior to sampling Groundwater samples were collected using three-foot long disposable Teflon bailers which were decontaminated by the manufacturer and sealed inside plastic packaging for storage until use Bailers were not removed from the packaging until immediately prior to sampling To establish the documentation necessary to trace sample possession from the time of collection Chain of Custody/Request for Analysis form accompanied each sample shipment This form contained the sample numbers the date and time of collection the sample type the sample location i.e well number the number of containers parameters requested for analysis method of preservation and signature of persons involved in the chain of possession sample temperature documentation and the name/address of the laboratory receiving the samples Copies of the Chain-of-Custody forms for the APT site investigation are included in Appendix The samples were placed in cooler packed with ice or ice packs to maintain the samples at approximately 4C and transported to the laboratory at the earliest opportunity The cooler was sealed and the appropriate documents were taped to the inside lid of the cooler 2.4 SAMPLE ANALYSIS All soil and groundwater samples which were subjected to laboratory analyses were analyzed using SW846 Methods to obtain high-quality data Those soil samples which were tested for 1PH were analyzed using Method 8015-Modified soil and groundwater samples which were tested for VOCa were analyzed using Method 8240 soil and groundwater samples which were tested for SVOCs were analyzed using Method 8270 Soil samples were containerized in single 4-ounce widemouth clear glass jars one jar per sample per analvte equipped with Teflon sealed lids Preservation of the soil samples was accomplished by Advanced Pollution Technololgists Ltd -Environmental Consultants VRP Site i.vnUiiIoa Report Allied Producu Corporadj South Reid todina Potllo19 cooling to 40 no other preservation technique was used Groundwater samples that were analyzed for VOCs Were containerized in two 40-mi clear glass vials per sample and preserved with HCI to pH of less than Groundwater samples that were analyzed for SVOCs or TPH were containerized in two l-L amber glass bottle with Teflon sealed lids Groundwater samples were also cooled to temperature of 40 summary of analytical methods and sample collection requirements is presented in Table summary of the soil and groundwater sampling performed at the facility including sample numbers dates and analyses is presented in Table 2.5 SiTE INVESTIGATION RESULTS The results of the APT Site investigation are presented in the following sections and include the results of the laboratory analyses performed on soil and groundwater samples as well as chaiacterization of the hydrogeologic framework at the site 2.5.1 Soil Sample Analysis Results The site investigation included the collection and analyses of 82 soil samples for constituents that may have been released from the seventeen former USTs at the facility total of 54 of these soil samples were collected from soil borings and monitoring wells drilled during the site investigation and 28 soil samples were collected during closure of the four USTs located beneath the west building Seventy-one of the 82 soil samples were analyzed for IPH forty-seven samples were analyzed for VOCs and seventy-three samples were analyzed for SVOCs Table The results of these analyses are discussed below TEll Seventy-one soil samples were analyzed for TPH Forty-three samples were collected from toil boring and monitoring well locations and twenty-eight samples were collected during the closure of the four tank UST system located beneath the west building Petroleum hydrocarbons were detected in eight of the forty-three soil boring samples and in five of the twenty-eight UST closure samples The concentration of TPH in these samples ranged from 11 mg/kg MWI5D-40 to 30000 mg/kg MWID-38 The petroleum hydrocarbons were identified as motor oil and diesel The observed TPH concentrations ezceeded the IDEM LUST cleanup objective of 100 mg/kg in four of the soil boring samples and two of the UST closure samples MWID-38 39000 mg/kg TPH-motor oil MW2-21 930 mg/kg IPH-motor oil MW7-40 320 mg/kg TPH-diesel MW20D-42 290 mg/kg TPH-diesel T4-SSE 2300 mg/kg TPH-dietel and 14-N SW 3.600 mg/kg TPH-diesel Monitoring wells MW-ID MW-2 and MW-7 are located immediately downgradient of the foi tank UST system and MW-20D is an off-site monitoring well located northeast of the Allied facility The remaining four TPH detections i.e those where the TPH concentration was less than 100 mg/kg correspond to soil samples collected from soil boring locations MW-4 MW-15D and TB-5 two samples Soil sample MW4-21 collected at location downgradient of the four tank UST system contained 43 mg/kg TPH-rnotor oil TPH-gasoline was detected at concentration of II mg/kg in M\VI5D-40 which is located along the northern boundary of the site Soil boring TB-S which is downgradient of the former 0000-gallon LIST located north of the east building had TPH Advanced Poilutisn Technololgist.s Lid -Envuronmeniai Cossuliant.s VRP Ski I.viUgid.Rtcd MU.d Produce Corp.nS Sunk Be.d iZR rs tz.t detections at two depths TPH-motor oil was detected at concentration of 78 mg/kg at 135-I and TPH-gasoline was detected at concentration of 59 mg/kg at 135-24 summary of the TPH analytical results for the soil samples is presented in Table The horizontal and vertical distributions of TH in soil are presented in Figures and Forty-seven soil samples were analyzed for VOCs Twenty_eight soil samples were collected during the closure of the four former 4000-gallon UST system located beneath the west building and nineteen soil samples were collected from 17 soil boring and monitoring well boring locations All twenty-eight of the closure samples and eighteen of the nineteen samples collected from soil borings/monitoring well borings exhibited detectable concentrations of one or more VOC constituents Acetone 2-butanone carbon disulfide 2-dichloroethene ethylbenzene 2-hexanonc methylene chloride ll22-tetrachloroethane tetrachloroethene toluene trichloroethene and xylenes were detected in at least one sample Acetone was detected in 37 samples at concentrations ranging from 2.0 ug/kg MWI3S-23.4 to 1000 ugfkg T1.SSE The constituent 2-butanone was detected in 19 samples at concentrations ranging from 2.6 ug/kg TI-WE and T2-SSW to 44 ug/kg 14-BE Carbon disulfide was detected in one sample 14-NSE at concentration of 2.7 ug/kg The constituent 12-dichioroethene was detected in two samples at concentrations of 5.8 ug/kg r3-EE and 8.7 ugfkg T4-NSE Ethylbenzene was detected in two samples at concentrations of 4.2 ug/kg T3-EE and 6.1 ug/kg T4- NSE The constituent 2-hexanone was detected in one sample T4-BE at concentration of 12 ug/kg Methlyene chloride was detected in 17 samples at concentrations ranging from 2.0 ug/kg MWI5S-25.5 to 22 ug/kg T1-EE The constituent 1122-tesrachloroethane was detected in one sample T1-SSE at concentration of 610 ug/kg Tetrachloroethene was detected in 35 samples at concentrations ranging from 3.9 ug/kg MW6-21.S to 72000 ug/kg T2-SSE Toluene was detected in six samples at concentrations ranging from 2.4 ug/kg T4-SSE to ugfkg T4-NSE Trichloroethene was detected in four samples at concentrations ranging from 2.0 ug/kg MWI5S- 25.5 to 6.8 ug/kg T3-EE Xylenes were detected in four samples at concentrations ranging from 2.5 ug/1g MWID-38 to 24 ug/kg T4-NSE Two VOC constituents were detected in soil samples at concentrations exceeding their VRP Tier 11 cleanup objectives for non-residential scenario PCE and l122-tetrachlorocthane The cleanup objective of 8010 ug/kg for PCE was exceeded in six of the 28 UST closure soil samples collected from the immediate vicinity of the four 4000-gallon USTs The cleanup objective of 210 ug/kg for 1122-tetrachioroethane was exceeded in UST closure sample TI-SSE None of the soil samples collected from the soil borings and monitoring wells exhibited VOC concentrations in excess of th_ VRP Tier 11 cleanup objectives for non-residential scenario Also acetone 2-butanone and5 methylene chloride are common laboratory contaminants The observed concentrations of these three constituents may be artifacts of laboratory contamination The analytical results for VOCa are summarized in Table The vertical and horizontal distribution of PCE in soil is illustrated in Figures and Ads anccd Pollution Technololgists Ltd .Envronmcniiil Consultants- VRP Site Iavddom Reoet Allied Pd.etsCorpsids S..th Isad us ieI3of svocs Seventy-three soil samples were collected and analyzed for SVOCs Forty-five samples were collected from 29 soil boring and monitoring well locations and twenty-eight samples were collected during the four tank UST closure Sixty of the seventy-three soil samples thirty-nine of the fbrty-five soil boring/monitoring well samples and twenty-one of the twenty-eight closure samples exhibited detectable concentrations of one or more SVOC constituents Benzo anthracene benso pyrene benzo fluoranthene benzo ghi perylene benr fluoranthene bis2-ethylhexyl phthalate carbazole chrysene di-n butyl phthalate diethyl phthalate di-n-octyl phthalate fluoranthene indeno 123-cd pyrene 2- methylnaphalene naphthalene phenathrene and pyrene were detected in at leant one sample Benzo anthracene was detected in three samples at concentrations ranging from 51 ug/kg at MW25D-26 to 120 ug/kg MW15D-40 and TB5-l Benzo pysene was detected in four samples at concentrations ranging from 6.9 ug/kg MWZ-21 to 130 ug/kg TB5-l Benzo fluoranthene was detected in four samples at concentrations ranging from ug/kg MW25D-26 to 200 ug/kg TB5-l Benzo ghi perylene was detected in three samples at concentrations ranging from 35 ug/kg MW2-21 to 60 ug/kg TB5-1 Benzo fluoranthene wan detected in three samples at concentrations ranging from 44 ug/kg TBI-12 to 80 ug/kg ThS-l1 Bis2- ethylhexyl phthalate was detected in 35 samples at concentrations ranging from 43 ug/kg MW21D- 25 to 4600 ug/kg MWIID-25 Carbazole was detected in one sample Tl-NSW at concentration of 35 ug/kg Chrysene was detected in five samples at concentrations ranging from 50 ug/kg MW25D-26 to 930 uglkg T3-NSE Di-n-butyl phthalate was detected in 49 samples at concentrations ranging from 37 ug/kg TJ-BW to 1800 ug/kg TB7-25 Diethyl phthalate was detected in one sample T2-SS at concentration of 42 ug/kg Di-n-octyl phthalate was detected in one sample MW21D-44 at concentration of 240 ug/kg Fluoranthene wan detected in six samples at concentrations ranging from 49 ug/kg TBI-12 to 300 uglkg TBS-l Indeno 123- Cd pyrene was detected in three samples at concentrations ranging from 37 ug/kg MW2-21 to 60 ugfkg at TBS-1 The constituent 2-methylnaphalene wan detected in one sample TB5-24 at concentration of 200 ug/kg Naphthalene was detected in one sample TB5-24 at concentration of 230 ug/kg Phenathrene was detected in nine samples at concentrations ranging from 50 ug/kg MW25D-42 to 2100 ug/kg T4-SSE Pyrene was detected in eight samples at concentrations ranging from 42 ug/kg MWIOD-42 to 670 ugtlcg at T3-NSE However neither the IDEM LUST nor the Tier II cleanup objectives for individual SVOC Constituents were exceeded in any of the samples nor was the cleanup goal for total SVOCs of 10000 mg/kg exceeded in any samples The analytical results are presented in Table and the distribution of total SVOCs is illustrated in Figure 10 2.5.2 Groundwater Sample Analysis Results The site investigation included the analyses of 68 groundwater samples Thirty-four samples were analyzed for TPH fort-v-three samples were analyzed for VOCs and twenty-six samples wets analyzed for SVOCs Table The results of these analyses are discussed below Athanced Pottuiion Technotolgisia Ltd .Environmcniai Consutianis VRP She Ismflpd.a ReMet Allied Pred.eu Csvpsnd S.utbBe.d.l.dl Thirty-four groundwater samples were collected from 32 monitoring wells both shallow and deep and analyzed for TPH Table Petroleum hydrocarbons were detected in 18 of these 34 samples The LUST cleanup objective of 100 ug/L was exceeded in all eighteen samples Several sampling locations downgradient from former UST systems exhibited TPH concentrations above the cleanup objective The analytical data indicates that relatively high concentrations of TPH are present in groundwater-near the fanner four 4000-gallon UST system wider the west building downgradient of the 10000-gallon UST located northeast of the east building downgradient of the former 5000-gallon UST located along the east wall of the west building downgradient of the former 20000-gallon UST located northwest of the west building at off-site locations approximately 0.25 mile northeast of the Allied facility and the southeast corner of the facility TPH-rnotor oil TPH-diesel fuel and TPH-gasoline constituents were identified in monitoring wells located downgradient of the of the former four tank UST system Groundwater samples collected from monitoring wells MW-S MW-a MW-3 MW-4 MW-7 and MW-12 exhibited TPH concentrations ranging from 100 ug/L MW-1SS to 42000 ug/L MW-E TPH-motor oil was identified in groundwater samples collected from monitoring wells MW-E 42000 ugfL MW-2 1400 ugIL MW-3 2500 ugfL MW-4 1400 ugfL and MW-12 570 ugfL TPH-diesel fuel at concentration of 260 ug/L was identified in groundwater sample collected from monitoring well MW-i TPH-gasoline at concentration of 150 ugfL was identified in groundwater sample collected from monitoring well MW-2 An unknown hydrocarbon i.e not able to be fingerprinted was detected at concentration of 130 ug/L in sample collected from monitoring well MW-i TPH-mineral spirits were detected in monitoring well MW-23S located downgradient of the former 10000-gallon UST system excavation groundwater sample collected from this well exhibited TPH-mineral spirits concentration of 88000 ug/L No petroleum hydrocarbons were detected sample collected from monitoring well MW-23D TPFI-gasoline and TPH-motor oil were detected at monitoring well cluster location MW-13 and MW-IS both located downgradient of the former 5000-gallon UST located along the east wall of the west building Groundwater samples collected from monitoring wells MW-13D and MW-15D exhibited TPH-gasoline concentrations of 120 ug/L and 560 ugfL respectively TPH-motor oil was detected at concentration of 270 ugfL in sample collected from monitoring well MW-13S An unknown hydrocarbon was detected at concentration of 100 ug/L in sample collected from monitoring well MW-15S An unknown hydrocarbon i.e not able to be fingerprinted was detected at concentration of 840 ugfL in sample collected from MW-lID This monitoring well is located immediatel downgradient of former 20.000-gallon UST northwest of the west building TPH-gasoline and an unknown hydrocarbon were detected in off-site monitoring wells MW-16D MW-ltD and MW-20D Groundwater samples collected from three monitoring wells exhibited IPH concentrations ranging from ItO ugfL MW-20D to 480 ug/L MW-16D TPH-gasoline was identified in groundwater samples collected from monitoring wells MW-ltD 420 ugfL and MW 20D 110 ug/L An unidentifiable hydrocarbon was detected at concentration of 480 ugfL in sample collected from monitoring well MW-16D Advanced Pollutton Tecttnototgtsts Ltd -Environmental Consuttantt VRP Sue tvsdg.ilo R.epon AWed Producu Corpseido Socik Biod tidlaul hpl51 TPH-gasoline and TPH-motor oil constituents were identified in monitoring welt MW-22 Three groundwater samples collected from this well indicate the presence of petroleum hydrocarbons in the groundwater at this location TPH-gasoline and TPH-motor oil were detected at concentrations of 220 ug/L and 1900 ug/L respectively in one sample TPH-gasoline was detected at concentration of 160 ugfL in second sample and TPH-motor oil was detected at concentration of 390 ug/L in third sample These petroleum hydrocarbons appears have an off-site source since monitoring well MW-22 is located near the upgradient property line The results from the TPH analyses of oundwater samples are summarized in Table 10 The distribution of TPI in the samples from shallow wells is presented in Figure II the distribution from the deep well sample analyses is presented in Figure 12 The vertical distribution of TPH in the groundwater is illustrated in Figure 13 Forty-three groundwater samples were analyzed for VOCs Table Forty of the samples contained detectable concentrations of one or more VOC constituents Acetone 2-butanone 11- dicholoroethane 12-dichloroethene ethylbenzene rncthylene chloride teuachloroethene toluene 111 -trichloroethane vinyl chloride and xylenes were detected in at least one sample Acetone was detected in eight samples at concentrations ranging from 3.0 ugfL MWI7S-GW to 15 ugfL WW2-GWI The constituent 2-butanone was detected in two samples at concentrations of 3.8 ugfL MWI8D-GWI to 8.4 ug/L MWI6D-GWI The constituent l1-dicholoroethsne was detected in one sample MWI9S-GWI at concentration of 2.1 ugfL The constituent 12- dichloroethene was detected in five samples at concentrations ranging from 4.0 ugIL MWI2-GWI to 42 ug/L MWI3S-GWI Ethylbenzene was detected in four samples at concentrations ranging from 3.4 ugfL MW-S and MWSD-GWI to 5.5 ug/L MW2OS-GWI Methylerse chloride was detected in three samples at concentrations ranging from 2.3 ugfL MW-6 to 5.3 ug/L MW-Exst Tetrachloroethene was detected in 19 samples at concentrations ranging from 2.3 ugfL MW.4 to 510 ug/L MW 5S-GW Toluene was detected in nine samples at concentrations ranging from 2.0 ug/L MW1OD-GWI to 34 ug/L MW2OS-GWI The constituent 1l1-trichloroethane was detected in nine samples at concentrations ranging from 2.2 ug/L MW23D-GWI to 6.8 ugIL MW2OD.GWI and MW21S-GWI Vinyl chloride was detected in two samples at concentrations of 7.3 ug/L MW-Exst to 26 ugfL MWI7S-GWI Xylenes were detected in samples at concentrations ranging from 7.1 ugfL MW24D-GWI to 300 ugfL MW23S-GWI Two constituents were detected above the VRP Tier 11 non-residential scenario cleanup criteria tetrachloroethene and vinyl chloride PCE was detected at concentrations exceeding the Tier 11 cleanup goal of 56.1 ugfL in eight samples MW-I MW-2 MW-6 MWI3-GWI MWI3D-GWI MWI SD-GW and MWI 5-GW2 The highest concentrations of PCE were measured at monitorig. wells MW-13S MW-13D MW-ISS and MW-15D which are located in the northern portion of the site Concentrations of PCE in groundwater samples collected from these wells arc 410 ugfL 460 ug/L 510 ugfL and 240 ugfL respectively The remaining samples which contained PCE at concentrations above the cleanup objective were collected from monitoring wells located near the former four 4000-gallon 1.1ST system beneath the west building Groundwater samples collected from MW-IS MW.2 and MW-6 contained PCE concentrations of 110 ugfL 320 ug/L and ISO uejL respectively Advanced Peulutiori Tecbnololgists Ltd -Environmental Cos.tuliants VR She I.v.pd.Riss1 .4Ukd Produete Cuepsesdus Sosib Seed adljlaPsIst9 Vinyl chloride byproduct of the degradation of PCE was detected in one sample MWI7S-GW1 at concentration exceeding the Tier II cleanup goal of 10 ugIL Monitoring well MW-uS is an off-site monitoring well located northeast of the Allied property The groundwater sample analyses are summarized in Table 11 and the distribution of PCE in groundwater is illustrated in Figures 14 15 and 16 SVOCs Twenty-six groundwater samples were analyzed fro SVOCs Iable Twenty-one of the samples contained detectable concentrations of one or more SVOC constituents Benzo fluoranthene bis2-ethylhexyl phthalate carbazole chrysene di-n-butyl phthalate diethyl phthalate di-n-octyl phthalate fluoranthene 2-methylnaphalene naphthalene 4-nitrophenol pentachlorophenol phenol and pyrene were detected in at least one sample Benzo fluoranthene was detected in two samples at concentrations of 1.6 ug/L MW.3 to 6.0 ugfL MW-3 Bis 2-ethylhaxyl phthalate was detected in 18 samples at concentrations ranging from 1.0 ug/L MWISD-GW2 to 300 ug/L MW-Exst Carbazole was detected in one sample MWI8D-GWI at concentration of 1.0 ugIL Chrysene was detected in three samples at concentrations ranging from 1.6 ug/L MW-3 to 13 ugfL MW-Exst Di-n-butyl phthalate was detected in seven samples at concentrations ranging from 1.0 ugfL MWI3D-GWI to 2.5 ugfL MW23D-GWI Di-n-octyl phthalatc was detected in one sample MW16D-GW2 at concentration of 1.3 ugfL Fluoranthene was detected in three samples at concentrations ranging from L4 ug/L MW-6 to 18 ug/L MW-3 The constituent 2-methylnaphalene was detected in one sample MW23S-GWI at concentration of 160 ug/L Naphthalene was detected in four samples at concentrations ranging from 1.2 ugfL MW2SD-GWI to 520 ug/L MW23S-GWI The constituent 4-nitrophenol was detected in one sample MW23S-GWI at concentration of 12 ug/L Pentachlorophenol was detected in one sample MW-3 at concentration of 82 ug/L Phenol was detected in one sample MWI8D.GW1 at concentration of 1.5 ugIL Pyrene was detected in three samples at concentrations ranging from 3.4 uL MW-3 to 12 ugfL MW-3 Two SVOC constituents were detected above the VRP Tier 11 non-residential scenario cleanup objective bis2-ethylhexyl phthalate and pentachlorophenol The sample collected from monitoring well MW-E contained bis2-ethylhexyl phthalate at concentration of 300 ugfL However bis2- ethylhexyl phthalate is common laboratory contaminant and it was not utilized in the facilitys manufacturing operations second sample collected from monitoring well MW-3 detected pentachlorophenol at concentration of 82 ugfL This location was resampled and pentachlorophenol was not detected The results from the SVOC analyses of groundwater samples are summarized in Table 12 distribution of SVOCs is illustrated in Figures 17 and 18 2.5.2 Hydrogeologic Investigation Results Geologic observations made during the drilling program at the Allied Facility indicate that there are two stratigraphic units present beneath the facility massive medium to coarse grained sand unit with occasional gravel and silt lenses extends from the topsoil to depth of approximately 80 feet beneath the surface second stratigraphic unit consisting of interbedded sands and clayey silt deposits extends from depth of approximately 80 feet to bedrock located at depth of Advanced Pollution Technololgists Ltd -Environmental Consultants- VRP She l.vtit4Csdo Rp.et Allied Pred.cil Coepseidus Sisib Si.d idiss Piie hot approximately 113 feet beneath the ground surface in MW-ID The sand and clayey silt layers range in thickness from Ito 10 feet Hydrologically the uppermost unit serves as massive unconfined aquifer unit with no continuous impermeable layers The water table is consistently encountered between 21-26 feet below the ground surface in all the monitoring wells on the site potentiometric map Figure 21 developed using groundwater elevation data collected during the site investigation Table 13 indicates that groundwater flow is toward the northeast which is consistent with published regional trends and with the local topography The groundwater gradient is approximately 0.003 ft/ft and was calculated using the total relative change in groundwater elevation parallel to the direction of flow i.e from the most upgradient contour to the most downgradient contour presented in Figure 21 divided by the distance between these two points The degree of seasonal fluctuation in groundwater elevations was assessed according to water level elevations collected at various times between April 1994 and May 1995 Table 13 The data indicates that the temporal fluctuations in groundwater elevations are on the order of few inches Since the fluctuations were approximately uniformly experienced in all the monitoring wells the direction of groundwater flow appears to remain constant over time While the hydraulic conductivity of the upper sand unit has not been measured value of 10 cmls is typical for these types of deposits If the effective porosity is assumed to be on the order of 0.30 then an estimated maximum groundwater flow velocity of approximately 0.288 feet/day 105 feet/year can be calculated using the Darcy equation ki/n This velocity would also approximate the migration rate of volatile constituents entrained in the groundwater However the migration rate of petroleum hydrocarbon constituents is expected to be somewhat slower than that of volatile constituents due to their physical and chemical properties The individual sand layers in the lower unit may be in hydraulic communication with the upper unit depending on the lateral continuity of the silt layers which occur in this unit North-south and east west cross-sectional depictions of the hydrostratigraphic framework are presented in Figures 19 and 20 3.0 CONCLUSIONS The results of the site investigation conducted by APT at the Allied facility indicates single unconfined sole source aquifer is present beneath the site This aquifer unit consists of medium to coarse grained gravely sands which extend to depth of approximately eighty feet and an interbedded sand and clay interval extending from approximately 80 feet to 113 feet bedrock Soil has been impacted above action limits by ll2.2-tetrachloroethane PCE and TPH constituents Groundwater have been impacted above action limits by vinyl chloride PCE and TPH constituents Advanced Pollution Technololgitts Ltd .Envuronmenial Consulianti VRP Site l.etlpdss Ripen Allied Prsd.cuCaepeesd There are multiple sources of the observed aforementioned impact Specifically TPH releases are believed to have occurred from four separate former UST systems The PCE release appears to have occurred at single former UST system The site poses minimal risk to human health and other sensitive populations The opportunities for exposure to impacted soil and groundwater are limited given the site characteristics The impacted soil areas are confined to the immediate vicinity of former UST systems Soil impact in the vicinity of former four tank UST system beneath the west building consists of TPH-motor oil TPH-diesel ll22-tetsachlorocthane and PCE Soil impact in the vicinity of former 10000- gallon UST located near the northeast corner of the east building consists of TPH-motor oil and TPH-gasoline Soil impact in the vicinity of former 20000-gallon UST located near the northwest corner of the west building consists of unknown i.e not able to be fingerprinted petroleum hydrocarbons The extent of impacted groundwater is greater than the extent of impacted soil and extends beyond the downgradicnt property boundary The TPH impact in groundwater appears to be the result of releases from multiple sources whereas the PCE impact in groundwater appears to originate front single source the four 4.000-gallon USTs located beneath the west building The maximum PCE concentrations were observed in MW-15S and MW-15D located at the downgradient property boundary This distribution pattern is consistent with historical data which indicates that PCE-containing material was stored in the four 4000-gallon IJSTs located under the west building during the 1960s Since these USTs have not been used to store PCE-containing compounds since the l960s the zone of maximum PCE impact would be expected to migrate in downgradient direction with the groundwater flow over time The geometric distribution and variation in type of petroleum hydrocarbons e.g TPH-gasoline detected in groundwater at the facility suggests that there are four separate sources of the TPH impact There appears to be diesel and motor oil source at the location of the four 4000-gallon USTs located beneath the west building see Figures 11 and 12 These USTs were reported to have contained various petroleum products prior to the l960s and during the 1970s second source of petroleum hydrocarbons appears to be the former 5000-gallon UST located along the east wall of the west building Prior to closure in 1992 this UST reportedly contained gasoline Gasoline was detected in monitoring wells downgradient of this UST but not in upgradient monitoring wells located between this UST and the four 4000-gallon USTs see Figure 12 third TPH source appears to be the former 20000-gallon UST located northwest of the west building Petroleum hydrocarbons unknown patterns were detected in monitoring well located immediately downgradient of the former 20000-gallon UST see Figure 12 The former 10000-gallon US located north of the east building is source of groundwater impact Mineral spirits were detected in monitoring well MW-23S located adjacent to the former UST Soil impact was detected at the time of closure and motor oil and degraded gasoline were detected in soil samples collected in soil boring TB-S also located adjacent to the former UST The former UST is located near the facility property boundary and Allied was unable to obtain permission to place monitoring wells immediately downgradient of the former UST system This liST reportedly contained gasoline kerosene and mineral spirits during its lifetime Advanced Pollution Technoloigists Ltd Esvironmental Consultants VRP She Ioesdptio ReOfl Allied Produce Cocpsado South Soul lilian PooIo 19 The presence of an impacted soil layer at depth of 38-40 feet below the ground surface and the observation that the TPH impact is greater at depth in the aquifer deep wells verses shallow wells is possibly explained by the presence of three large capacity 36-inch diameter water supply wells at the facility Figure These wells were reportedly used to provide process water for use in the manufacturing operations It is likely that large-scale pumping of groundwater from these wells lowered the water table to substantial degree Any petroleum releases occurring during this period would impact the soil at the elevation of the existing water table since petroleum products tend to be less dense than water This impacted soil horizon would continue to be an ongoing source of petroleum hydrocarbons in groundwater even after the original Source area i.e the 1.1ST systems had been removed The site investigation indicates that the site does not pose risk to human health The impacted soil is located on the Allied property at minimum depth of 20 feet below the ground surface The impacted groundwater is approximately 25 feet below the ground surface and no discharges to the surface have been identified The groundwater is flowing to the northeast at an estimated velocity of 105 feet/year The nearest municipal water supply well is one mile upgradient of the facility The other municipal wells identified in Figure are more than one mile from the site The St Joseph River is the closest surface water and is located approximately one mile from the site The area is provided with municipal water supply from the City of South Bend The nearest municipal well fields draw the water supply from minimum depth of 90 feet below the ground surface and arc located upgradient of the facility see Figure Preliminary remediation alternatives have been investigated for treatment of the impacted soil and groundwater associated with the site groundwater pump and treatment system using granular activated carbon is suggested to remove both the PCE and TPH constituents from groundwater Air stripping was discarded as groundwater remediation option due to the presence to TPH which is not readily removed using this technique Bioventing is recommended to remediate the impact of soil in the vadose zone Although preliminary evaluation has been performed with respect to the observed impact and physical characteristics of the site the actual remediation system will be desised based on the results of feasibility studies and treatability studies including groundwater flow/constituent transport modeling specifically designed to assess the performance of various remediation techniques on the site constituents and environment Advanced Pollution TechnoLolgistS Ltd -Environmental Consultants -- DOO-L Ioc 5-2fl c..o cv o.c ev cv co .I-----r--r--1 1ii MILE JTWr L111 Wiiff.LtLLLLA -Ht-tfi111iS /RA DIUS IMILE1tt1EJjJTAcmRAD1USW -WTfl Jiii-iri 44 Ji4J4t ir-ii-Li1ct Ay it SI TE Figure SITE LOC ALlIED PR SCALE SOtITIl DENI INDIANA IREPARFS FOR ri tt ___ ___9rLicn L_____ 1-11 ______Ji_____________ _________ iL __ii-f Ii ___________________WCHIC ST1rET -- .i LPTIJ/RADWS iJ iti MiLE 1-.fc .1 j4 ..4. ftHft1F-1i ____wii-7IFLD Jt L4j __CSPL V4TZR SUPPLY WELLI-LOC4TJON --- SITE LOA TIN FH ___________________ rgure WATER SUPPLY WELLS ALLIED SOIJIII BEND INDIANA SCALL POR5HISUTETOPOGRAPHICHAP500111RENDEASTINQUADREViSEDIDRIAND.n inn PRO IT r1 _____SOtTStRtCT L_I L________ _iDE_LJIIL lOIN STR _____1ij WlCIlIGWSTRTlU3lf3I _______ -.4 ____________FORD004286 _______ IL______-____________________LArrrTz 1L ii nCI _____________________ _________________ III i1 JI je iu 1IJLIII1LftthP1 jJJI 1LIIJL JLllLUE LflL2 L.H ntrr fJ WI IIj Lt81m 11011000 111110/5111 LAW 17St1 1111 AU 1110110011 2020 KEY MAP -_LEGEND Figure irir NORTH SOUTHSCREENEDINTERVAltoossw1oroo.CROSSSECTION IL SPA CONCt1IR11TIO51 IN TPH IMPACTED SOILflSOIL810/kg ALLIEI PRODUCTSACLOADUTCCTIONLIMIT SOUTh HERD INDIANA _________20011001 iUIH EJ_r$4ttt4J.bIJdl _______ inriflLatJL_____EIIJIJL s1 ../1 rl TIIiiiIIIIIII1 NORTH /r 100 SM WeTh 20 20 OU O/SU 20 20 KEY MAP LEGEND Figure ------I SCRLENEO 0TERVAI C0O CROSSSECTION Pc cooc lION IM PCE IMPACTED SOIL MOL 81t0W DO1ECTON LIMIT AIJJEI PRODUCTS ooi SMTPIEO 0LE SOUTh BEND INDIANAPMWFOR aoa 400 rico gLUED PRO0UCFORD004291 ATt 3-I-03 Ifrur fl_____LEGEND _____ EROADTAT Figure TOTAl IC D1STRIBI1ON SOIL ODU CCC SCL COUT IICIAIIA SOLrRCE StJRVt BY YIRCHBLM SCALE 6Ot DATES IDAS ISO O0 FOCI 0DU _______IIPs STUU TRm LEGEND _______L_____i gu EIPT GRO SHALLO1 ALLIEE SCUTP SCALE safRC sV7VE MAP BY BYBACHMAB SCALE flu DATED 313B5 _H_ G3T _______ ____ BROADWAY cm CICAISCIATY IUUUI CCI Figure ______________ TPH DISTNHIIflcN IN GRCUNDA DEEP AWED TS SOUTH Tta3e5 ua 0oTfl ---- LQIU N7EIO mo/o7 20 MIlD 20 KEY MAP LEGEND Figure SCRrENED INIERVAL NORTH SOUTH api CROSSSECTION CROUNUWDTR/1 TPII IMPACTED GROUNDWATER II BOL BE0W tJEtEC0N LII4T ALLIED PRODUCTS NS N0 MIPEO SOIITH O IlCloO ptlD _____________ /n AL_m _________________________iL.L_I jiIL_i _a DADTTni gur PCE JITRBUTIQN tN CROCDATER DEEP ALE ODUCTS SOUTH 3ED INDIANA CUPcE SLAP ooor II IAZ 4- /2P _____ _______ ci _____ ______ -LII L4 LEGEND a... VAT Figure 15 PCE DISTRIBUTION IN GROUNDWATER DEEP ALLIED PRODUCTS SCALE SOUTH BEND INDIANA OLPCC tf MAP L-TRACflLAP __________PAR0 FOIt SCALE OOfi.3ATD 3385 200 .00 FOOT ____________________ QUTh IMS GAAC 20 20 Ott SIEO IMS/Sti 20 Ott 20 KEY MAP11 LEGEND igure 16 SCRENEO nEtvoj NORTH SOUTH CROSS-SECTION PCI COtICNTROIION IN pcE IMPACTED GI1OUNDWAT91 HOL BELOW DETECTION LIMIT AUIEI PI100UCIS .-NS NOT 5014PIEO SOUTh RE PROP0000 Porn 000 too ecEt OUTDO flcooocyi__i___-----_cIOccQ.wTcJ GAWmT ___a _____ _______ I_ JeTLT__ Figure 17 TOTAL SVOC IN OROUND1ATER SHALLOff ALLIED PRODUCTS SOUTH BEND INDiANA SOURCI 1R\TY 2AP BY TRAC0QLA0 __________PBAJ FOB 5CA .tfl BOft ATD 31385 200 180 0001 1o Iv Iiu AMPLZ eT __________ --_____L1LJ LEGEND L_ ADTaY L.ThJt Figure t6 ITOTM SVOC IN GROUNDWATER DEEP ALLIED PRODU SOUTH 3EIID SOUBCE JYVZY WAP BY YTPCHAY cAjz eort A.L FRODC CCAYO tLB -A j1 ___________________________________ QUTh QTh 4O1045m45T045m4 sO 20 GRAVEl 20 sit_I IU Rail flUORS TO 11020 KEY MAP LJ ..-STRATIGRAPIIIC Llt aioo CROSSSECTION AlLIED PRODUCTS SOuT DED INDI.tNA roR1CO111 a..Mt SrI .tv nfl tan ASPAALT II.IVtoo too RAND smD aD CRAWLiiJL SAND60 SAND 60 10 45 10 43 KEY MAP 40 40 APT CROSS-SECTION-I ALLIED PRODUCTS SCALO SOUTH NA C0 200 11 ---_______________________-----_-_---------------cu0c4c OOJIIPD _______ _______ ____ LEGEND Figure 21 POTENTIOMETRIC MAP SURFICIAL AWED PR SOUTH BEND INDIANA SOURCE URVEY IAP WY 5TRACHMAR ________________PRRAI.s CALE on 300 so .u.s 15 ENVIRONMENTAL ENGINEERS INC ej EIS ENVIRONMENTAL ENGINEERS INC PHASE ENVIRONMENTAL SITE ASSESSMENT PORTION OF THE 200 BLOCK OF WEST SAMPLE SOUTH BEND INDIANA JANUARY 23 1998 PREPARED FOR SOUTH BEND COMMUNITY AND ECONOMIC DEVELOPMENT PREPARED BY EIS ENVIRONMENTAL ENGINEERS INC 1701 NORTH IRONWOOD DRIVE SOUTH BEND INDIANA 46635 Thomas Moger6n Project Scientist eph Cath CoIns Nye P.E Project Engireer President 1456-97O-O1-1 5540PH1TJM9801 23 EXECUTIVE SUMMARY EIS Environmental Engineers Inc EIS of South Bend Indiana conducted Phase Environmental Site Assessment the Assessment of four contiguous vacant lots located on the north side of the 200 block of West Sample Street in South Bend Indiana the Property The Assessment was conducted in conformance with the scope and limitations of ASTM Practice 1527-97 Exceptions to or deletions from this practice are described in Section 1.3 of this report The Assessment included site reconnaissance conducted on December 21 1997 review of readily available government records and historical documents and various interviews This Assessment has revealed the following evidence of recognized environmental conditions in connection with the Property Potential migration of off-site groundwater contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one quarter to one-half mile southwest and up-gradient of the groundwater flow direction in the Property vicinity The USEPA has adopted policy under which owners of uncontaminated property will not be held liable for contamination which has migrated onto the property from adjoining properties as long as the owner did not contribute to the contamination Due to the depth to groundwater of 20 to 25 feet below ground surface potential exists for encountering contaminated groundwater if any deep excavations are created in the vicinity of the Property EIS is of the opinion that this environmental condition presents low to moderate risk to the Property The Property formerly contained railroad spur Creosote and other poly nuclear aromatic hydrocarbons PAHs from wooden railroad ties may be present in soil on the Property In addition high potential exists for the releases of hazardous materials from railroad cars that may have been diverted to the railroad spur EIS is of the opinion that this environmental condition presents moderate risk to the Property EIS recommends subsurface soil and groundwater sampling and analysis designed to establish baseline environmental conditions currently existing at the Property Soil and groundwater analysis should include tests for total petroleum hydrocarbons volatile organic compounds and semi-volatile organic compounds In addition permission should be sought to sample monitoring wells located on the north and west adjacent properties 1456-970i-O1.1 5540PH1TJM980123 TABLE OF CONTENTS SECTION PAGE EXECUTIVE SUMMARY 1.0 INTRODUCTION 1.1 Purpose 1.2 Special Terms and Conditions 1.3 Limitations and Exceptions to the Standard ASTM Scope 1.4 Conditions Limiting Use of the ASTM Standard Practice 1.5 Methods 2.0 SITE DESCRIPTION 2.1 Location 2.2 PropertyNicinity Description 2.3 Description of Improvements 2.4 Environmental Liens Specialized Knowledge or Experience 2.5 Current Uses of the Property 2.6 Current Uses of Adjoining Properties 3.0 RECORDS REVIEW 3.1 Standard Environmental Records Sources Federal and State 3.2 Additional Environmental Records Sources State or Local 3.3 Historical Use Information 3.4 Results 11 4.0 SITE RECONNAISSANCE AND INTERVIEW INFORMATION 12 4.1 Client/User Information 12 4.2 Site Reconnaissance 12 4.3 Results 13 5.0 PHYSICAL SETTING ANALYSIS 14 5.1 On-site Hazardous Substances with Potential to Migrate 14 5.2 Off-site Hazardous Substances with Potential to Migrate 14 1456-9701-01-1 5540PH1T1M9801 23 SECTION PAGE 6.0 FINDINGS CONCLUSIONS AND OPINIONS .15 7.0 NON-ASTM SCOPE CONSIDERATIONS 16 8.0 RECOMMENDATIONS 17 APPENDICES QUALIFICATIONS OF PARTICIPATING EIS PROFESSIONALS SITE LOCATION MAP AERIAL PHOTOGRAPHS PHOTO LOG SANBORN FIRE INSURANCE RATE MAPS ENVIRONMENTAL REGULATORY DATABASE REPORT ECOSEARCH REPORT SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION 1456-9701-O1-15540PH1TJM980123 iii 1.0 INTRODUCTION EIS Environmental Engineers Inc EIS performed Phase Environmental Site Assessment the Assessment of four contiguous vacant lots located on the north side of the 200 block of West Sample Street between Sample and Tuft Streets the Property in South Bend Indiana See Figure and Appendix The qualifications of the EIS Environmental Professionals who participated in this Assessment are provided in Appendix The Assessment included the following components review of available records in an effort to identify recognized environmental conditions in connection with the Property site reconnaissance to visually and physically observe the Property in an attempt to identify recognized environmental conditions in connection with the Property Interviews with knowledgeable individuals in an attempt to identify recognized environmental conditions at the Property 1.1 Purpose The purpose of this Assessment was to identify recognized environmental conditions in connection with the Property The term recognized environmental conditions means the presence or likely presence of any hazardous substances or petroleum products on property under conditions that indicate an existing release past release or material threat of release of any hazardous substances or petroleum products into structures on the Property or into the ground groundwater or surface water of the Property The term includes hazardous substances or petroleum products even under conditions in compliance with laws The term is not intended to include de minimis conditions that generally do not present material risk of harm to public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies This Assessment was conducted according to standard practice guidelines established in ASTM Practice 1527 and was intended to satisfy one of the requirements to qualify for the innocent landowner defense to CERCLA liability as cited in the 1986 Superfund Amendments and Reauthorization Act SARA legislation 42 USC 960135B 1456.9701.01.1 5540P111TJM980123 1.2 Special Terms and Conditions No investigation can wholly eliminate uncertainty regarding the potential for recognized environmental conditions in connection with property Consequently this report in no way expresses any warranty or guarantee with respect to recognized environmental conditions at the Property However the standard of care exercised for this work was in accordance with generally accepted practices at the time when and at the place where the services were rendered Also every reasonable effort was made to ensure that the information presented in this report is materially complete and accurate This report is provided for the sole use and benefit of the parties listed below and may not be used or relied upon by any other party whatsoever South Bend Community and Economic Development 1.3 Limitations and Exceptions to the Standard ASTM Scope There were no limitations or exceptions to the scope set forth in ASTM Practice 1527 1.4 Conditions Limiting Use of the ASTM Standard Practice No conditions were encountered which limited use of the ASTM Standard Practice 1.5 Methods During the site reconnaissance the entire Property was walked by EIS personnel The following people were interviewed or consulted Title and Organization Ed Joniskan Project Manager Indiana Department of Environmental Management 1456.9701-O1-15540PH1TJM9801 23 2.0 SITE DESCRIPTION 2.1 Location The Property is located on the north side of the 200 block of West Sample Street and extends from West Sample Street north to West Tuft Street Cross Street The Property is located northeast of the intersection of West Sample Street and South Lafayette Boulevard Legal Description The Property is located in the southwest quarter of Section 12 Township 37 North Range East The Property consists of four contiguous lots 193 194 230 and 231 of Studebaker Corridor Third Minor Subdivision See Appendix 2.2 PropertyNicinity Description The Property is located in an area that is predominantly commercial and industrial site location map is included in Appendix The Property is rectangular-shaped parcel of land approximately 50 feet by 278 feet covering approximately 13930 square feet in an area that is zoned for heavy industrial use The Property is level at approximately 725 feet above mean sea level Sources USGS 7.5-Minute Series Topographic Map South Bend West Indiana 1969 Photorevised 1980 St Joseph County Area Plan Commission 2.3 Description of Improvements At the time of the site reconnaissance no buildings or other improvements were noted on the Property which was mostly covered with gravel with some grass weeds small bushes and trees 14-foot wide alleyway is present along the entire west boundary of the Property Sources Site Reconnaissance Observations 2.4 Environmental Liens Specialized Knowledge or Experience Mr John Stark of the South Bend Department of Community and Economic Development was not aware of any environmental liens and had no specialized experience or knowledge of environmental issues associated with the Property 1456-9701.01-1 5540PH1TJM980123 2.5 Current Uses of the Property The Property is made up of four contiguous unoccupied vacant lots used partially for parking Sources Site Reconnaissance Observations 2.6 Current Uses of Adjoining Properties The Property is bound on the North by West Tuft Street followed by vacant land zoned for heavy industrial use with warehouses beyond South by West Sample Street followed by commercial office building and light industrial property East by vacant land followed by South Main Street with industrial property beyond Schafer Gear Works West by an alleyway followed by commercial property Dew Drop Lounge and the former Hamilton Towing/Portage Oil site and South Lafayette Boulevard with vacant lot and warehouse Standard Surplus Company beyond 1456-9701-01.1 5540PH11JM980123 3.0 RECORDS REVIEW EIS conducted review of the available federal state and local environmental records in order to identify sites of known or suspected environmental conditions which could have an adverse impact on the Property These data were obtained from contract data research firm and were assumed to be complete and accurate The complete Environmental Database Report provided by EcoSearch Inc is presented in Appendix and is summarized below 3.1 Standard Environmental Records Sources Federal and State The standard federal and state environmental record sources and local sources and the approximate minimum search distances are STANDARD ENVIRONMENTAL RECORD SOURCES FOR HAZARDOUS SUBSTANCES AND PETROLEUM PRODUCTS APPROXIMATE MINIMUM SEARCH DISTANCE RECORD SOURCE DATE OF LIST MILES NATIONAL PRIORITY LIST NPL 8/14/97 1.0 COMPREHENSIVE ENVIRONMENTAL RESPONSE 8/1 4/97 0.5 COMPENSATION AND LIABILITY INFORMATION SYSTEM CERCLIS LIST ______________ ________________________ HAZARDOUS WASTE TREATMENT STORAGE AND 7/31/97 1.0 DISPOSAL RCRA TSD FACILITIES LIST ______________ ________________________ HAZARDOUS WASTE RCRAGENERATORS LIST 7/31/97 Property and Adjoining Properties EMERGENCY RESPONSE NOTIFICATION SYSTEM 2/14/97 Property Only ERNS LIST ______________ ________________________ PCB ACTIVITY DATABASE SYSTEM PADS 10/30/97 1.0 TOXIC RELEASE INVENTORY SYSTEM TRIS 10/94 0.5 SECTION SEVEN TRACKING SYSTEM SSTS 1/95 1.0 PESTICIDE PRODUCING ESTABLISHMENTS CIVIL ENFORCMENT DOCKET DOCKET 4/22/997 1.0 TOXIC SUBSTANCE CONTROL ACT TSCA 5/14/86 1.0 INVENTORY INDIANA DEPARTMENT OF ENVIRONMENTAL 8/28/97 1.0 MANAGEMENT STATE CLEANUP LIST SCL ______________ _________________________ 1456.9701 .O1-15540PH1TJM980123 APPROXIMATE MINIMUM SEARCH DISTANCE RECORD SOURCE DATE OF LIST MILES INDIANA PERMITTED SOLID WASTE FACILITIES 6/30/97 0.5 SWF ___________ __________________ INDIANA REGISTERED UNDERGROUND STORAGE 6123/97 Property and Adjoining Properties TANK UST LIST ______________________________________ INDIANA LEAKING UST LUST LIST 6/23/97 0.5 SITES IDENTIFIED FROM STANDARD SOURCES PROXIMITY TO DATA BASES FACILITY SUBJECT NAME ADDRESS PROPERTY SOURCEs COMMENTS ___________________________________________mIles/direction _____________ ___________ Swanson WKS 1139 Beyer Ave 1.0 CERCLIS Kokoku Wire Industries 1217 Walnut St 1.0W CERCLIS Industrial Fuels Resources 604 Scott St 0.4 WNW CERCLIS ENSR ______________ ___________RCRATSD ________ Avanti 765 Lafayette Blvd 0.1 NNW CERCLIS ABN Motor Corporation RCRA Notifier NAB Building ____________________ _______________SCL Completed ___________ Hamilton Body Shop 917 Lafayette Blvd 0.1 SSW RCRA SQG Schafer Gear Works 814 Main St 0.1 RCRA SQG Ziolkowski Construction 1005 Lafayette Blvd 0.1 SSW RCRA SQG _____________________ ________________ _____________UST _________ South Bend Lathe 400W Sample St 0.1 WSW RCRA SQG _______________________________________ _____________UST __________ Michiana Transmission 902 Michigan St 0.1 ESE RCRA SQG Enyart Electric Motor Serv 122 Sample St 0.2 RCRA SQG ____________________________________________________UST __________ South Bend Toy 404W Sample 0.2W RCRA Notifier Olinger Distributing Co 922 Main St 0.1 ESE UST City of South Bend 225 Garst St 0.2 SSE UST John Shoup 716 Main St 0.2 NNE UST ____________________________________________________LUST __________ Peter Nemeth 711 Main St 0.2 NNE UST de City of South Bend 1130 Main St 0.2 SSE UST ef Jerrys U-Scm ______________________________LUST __________ South Michigan U-Haul Ctr 1120 Michigan St 0.2 SE UST _____________________ ________________ _____________LUST _________ Altman Family Trust 613S Michigan St 0.3 NE LUST Municipal Service Facility 701 Sample St 0.3W LUST Oldfort Building Supply 1401 Main St 0.4 SSE LUST ef United Parcel Services 607 Scott St 0.4 WNW LUST ef Eckler Lehay Lumber Co 1406 Franklin 0.4 SSW LUST ___________ Raitt Corporation 815W Sample St 0.4W LUST ef Murray Herman Property 511 Eddy St 0.4 LUST ef Amoco _________________ American Hilift Co 828 Kerr St 0.4 LUST ef 1456.9701.O1.15540PH1TJM980123 PROXIMITY TO DATA BASEs FACILITY SUBJECT NAME ADDRESS PROPERTY SOURCES COMMENTS ___________________________________________milesdirectlon _____________ ___________ Gates Chevy World 333W Western Ave 0.4 LUST South Bend Post Office 424 Michigan St 0.4 NNE LUST et Allied Products Corporation 601 Broadway 0.4 SW LUST _____________________ ________________ _____________SCL _________ Harmon Glass Co 502 Western Ave 0.4 NNW LUST ef Sinton Supply Co 204 SarnFle St 0.2 SSTS Watcon 2215 Main 1.0 SSTS This former CERCLA site is not upgradient of the presumed groundwater flow direction ri the Property vicinity and has been delisted from CERCLIS with no further action planned It is therefore not considered an environmental risk to the Property at this time This facility is small-quantity generator SQG of hazardous waste less than 1000 kg per month or RCRA Notifier It is not immediately adjacent to the Property and does not appear on other database listings It is therefore not considered an environmental risk to the Property at this time This facility is listed as RCRA SQG and UST facility It is not immediately adjacent to the Property and does not appear on other database listings It is therefore not considered an environmental risk to the Property at this time This site is listed as UST facility It is not immediately adjacent to the Property and does not appear on other database listings Its UST status is therefore not considered an environmental risk to the Property at this time This facility is located down-gradient or cross-gradient of the presumed groundwater flow direction in the Property vicinity It is therefore not considered an environmental risk to the Property at this time This facility is Low Priority Petroleum LUST site with no reported groundwater impact Its LUST status is therefore not considered an environmental risk to the Property at this time This facility is Low Priority Petroleum LUST site with no reported groundwater impact LUSTs and contaminated soil have been removed and the soil remediated below IDEM objective levels No further remedial action is planned Its LUST status is therefore not considered an environmental risk to the Property at this time This Pesticide producing facility is located approximately 1.0 mile south of the Property and there have been no reports of problems at that site It is therefore not considered an environmental risk to the Property at this time Information provided by EcoSearchs Environmental Database Report is insufficient for risk assessment therefore EIS requested further information from the Indiana Department of Environmental Management That information is discussed below in Section 3.2 1456.9701.01.1 5540PH1TJM980123 3.2 Additional Environmental Record Sources State or Local Additional environmental records may be checked at the discretion of the environmental professional to enhance and supplement the federal and state sources identified above The Indiana Department of Environmental Management IDEM provided EIS with report titled Site Investigation Report Indiana Voluntary Remediation Program Allied Products Corporation Stamping Facility South Bend Indiana dated May 1995 Allied Products Report The Allied Products Report shows that there exists potential for migration of off-site contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one-quarter to one-half mile southwest of the Property and upgradient of the demonstrated groundwater flow direction in the Property vicinity 3.3 Historical Use Information EIS reviewed readily available historical records and documents in order to identify obvious uses of the Property from the present back to the Propertys obvious first developed use or back to 1940 whichever is earlier The historical services consulted included Aerial Photographs Fire Insurance Maps USGS 7.5 Minute Topographic Maps Local Street Directories Zoning/Land Use Records 456-97O1 -O1.i554OPH1TJM98O123 AERIAL PHOTOGRAPHS YEAR SCALE OBSERVATIONS 1966 1400 The Property contained rail spur with no other obvious Improvements Unidentifiable materials were noted stored along the Propertys west boundary The NW adjacent site SE corner of Tuft St and Lafayette Blvd contained gasoline service station with two pump islands The SW adjacent site contained two small commercial-type buildings The NE adjacent site also Contained rail spurs and vacant land The SE adjacent site Contained an industrial-or commercial-type bldg Sites north of the Property appeared to contain heavy industrial complexes Sites south of the Property appeared to contain light to medium industrial buildings ______________________________Land use in the area was predominantly heavy industry 1971 1lOO The Property contained rail spur Material stored along the west boundary in 1966 is not present in the 1971 photo Adjacent sites appear essentially ______________ ______________unchanged from the 1966 photo 1978 1lOO The Property contained rail spur Adjacent sites appear essentially unchanged from the 1971 photo except the NW adjacent property service station contains numerous automobiles Apparently the NW adjacent site ______________ ______________came to be used as an auto salvage yard sometime prior to the 1978 flight 1987 1lOO Sameasl978 1990 1lOO Same as 1987 except rail spur appears to have been removed 1993 1100 Same as 1987/90 except The building on the SE adjacent site had been removed The heavy industrial buildings located on the NE NW corners ot _______________ ______________Tuft Street and Lafayette Boulevard had been removed Sources St Joseph County Auditors Office St Joseph County Area Plan Commission 456.v701.O1.15540PH1TJM980123 FIRE INSURANCE MAPS YEAR SCALE OBSERVATIONS 1891 15O The Property contained rail spur and vacant land The west adjacent site contained an oil tank of unknown size 1893 150 Essentially unchanged from 1891 except the oil tank on the west adjacent site was not noted on the 1893 map 1899 150 Essentially unchanged from 1891 except that the east portion of the Property and the land east of the Property that were vacant in 1893 contained lumber/coal yard and an icehouse 1917 150 The rail spur on the Property appears to have been enlarged The lumberyard noted on the 1899 map appears to have been enlarged The icehouse noted on the 1899 map appears to have been enlarged and changed into an ice cream factory The west adjacent property contained flour and feed company 1945 150 The Property is essentially unchanged from the 1917 map The SE adjacent ice cream company had changed names in 1945 and the NE adjacent lumberyard had changed to coal yard as did the west adjacent property Source St Joseph County Public Libray Copies of Sanbom Maps discussed above are presented in Appendix The Property appears to have been used for heavy industry since the late 1800s when it contained rail spur and parts of lumber/coal yard and an ice cream factory See Appendix The rail spur was apparently used to deliver materials to the Studebaker Manufacturing facilities and later was probably used in the transport of coal and lumber Aerial photos show that the rail spur was used until the early 1970s See 1971 Aerial in Appendix The Property appears to have remained vacant and essentially unused since the early 1970s Historically land use in the vicinity of the Property has been heavy industry since the late 1800s and probably earlier City directories show that the northwest adjacent property was used as service station from approximately 1937 through 1966 presumably with USTs and was occupied by trucking firm from 1967 through the mid-1970s with an unknown UST status 1456-9701-01.1 5540PH1TJM950123 10 3.4 Results The records review identified the following environmental conditions in connection with the Property IDEM records discussed above show that there exists potential for migration of off-site groundwater contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one-quarter to one-half mile southwest of the Property The Property formerly contained railroad spur Creosote and other poly nuclear aromatic hydrocarbons PAHs from wooden railroad ties may be present in soil on the Property In addition high potential exists for releases of hazardous materials from railroad cars that may have been diverted to the railroad spur 1456-9701.O1.15540PH1TJM9801 23 11 4.0 SITE RECONNAISSANCE AND INTERVIEW INFORMATION The environmental professional conducted site reconnaissance to visually and physically observe the Property including any structures located on the Property The objective of the site reconnaissance was to obtain information that might indicate the existence of recognized environmental conditions in connection with the Property 4.1 Client/User Information The client/user did not have any experience or knowledge of any environmental issues in connection with the Property 4.2 Site Reconnaissance and Interviews Observed Issue Yes No Comments Above Ground/Underground None noted Tanks ___________________________________________________ Construction/Demolition None noted Debris ________ ___________________________________________ Drums None noted Fill Dirt _______None noted Floor Drains None noted Hazardous None noted Substances/Petroleum Products ________ _______ ____________________________________ Odors _______ ______None noted Polychiorinated Biphenyl None noted PCB-Containing Equipment __________________________________ Pits Ponds Lagoons None noted Pools of Liquids None noted Railroad Spurs None noted Septic Systems _______None noted Solid Waste Disposal fl One dumpster was noted on the southern portion of the Property behind the Dew Drop Lounge No indication of hazardous or otherwise suspicious waste was noted in or around the dumpster Solvents _______________None noted Stained Soil or Pavement _____________None noted Stains or Corrosion on Floors None noted Walls Ceilings ________ ____________________________________________ 1456-9701.O1.15540PH1TJM980123 12 Observed Issue Yes No Comments Stressed Vegetation Vegetation was dormant could not determine due to season winter Sumps _______ ______None noted Unidentified Substances _______None noted Wastewater Discharges from None noted Property ________________________________________________ Wells Abandoned None noted Monitoring Irrigation Injection Dry Wells ________ ___________________________________________ Source Property Reconnaissance 4.3 Results No recognized environmental conditions were noted during the site reconnaissance 1456.9701.O1-15540PH1TJM9801 23 13 5.0 PHYSICAL SETTING ANALYSIS The Property is level and at an elevation of approximately 725 feet above sea level The Property is located within the Saint Joseph Aquifer System which is composed of fine to medium sand with zones of coarse sand and gravel Interspersed within these deposits are thin clay or glacial till units of limited areal extent Locally at several places in the South Bend-Mishawaka area thick clay deposits are present below the surficial sand and gravel These clay or till units extend in places to near the bedrock surface The St Joseph Aquifer System varies from 20 to over 400 feet in thickness within the basin Numerous high capacity industrial municipal and irrigation wells obtain water from this aquifer which constitutes one of the major aquifer systems in the state This aquifer system is an area of excellent groundwater availability 100 to 1500 gallons per minute and is highly susceptible to ground water contamination Depth to groundwater in the area of the Property is estimated at approximately 20 to 25 feet below ground level BGL with flow direction toward the northeast In addition to published groundwater data EIS reviewed Site Investigation Report conducted by Advanced Pollution Technologists in May 1995 for Allied Products Corporations Broadway facility Allied Products Report located less than one-half mile southwest of the Property The 1995 Allied Report contained groundwater sampling data taken between April 1994 and May 1995 of study area that included the Property and showed groundwater at the Property to be at approximately 23 feet BGL Data also supports the assessment that during the reported sampling period groundwater level fluctuations were minimal and groundwater flow direction is expected to remain relatively constant toward the northeast at the Allied site as well as at the Property 5.1 On-Site Hazardous Substances with Potential to Migrate No on-site sources of hazardous substances were noted 5.2 Off-Site Hazardous Substances with Potential to Migrate At least one off-site source of hazardous substances with the potential to migrate is known Allied Products located approximately one-quarter to one-half mile southwest of the Property and upgradient of the demonstrated groundwater flow direction in the area Contamination has been documented Allied Products Report on the west adjacent site up-gradient of the Property including soil and groundwater petroleum-contamination and soil SVOC-contamination groundwater was not sampled for SVOCs Contamination has been documented on the north adjacent site down-gradient of the Property including groundwater petroleum contamination soil was not sampled for petroleum contaminants and soil and groundwater SVOC-contamination 1456.9701-O1-15540PH1TJM980123 14 6.0 FINDINGS CONCLUSIONS AND OPINIONS EIS performed the Assessment in conformance with the scope and limitations of ASTM Practice 1527 of four contiguous vacant lots located on the north side of the 200 block of West Sample Street in South Bend Indiana the Property Any exceptions to or deletions from this practice are described in Section 1.3 of this report This Assessment has revealed the following evidence of recognized environmental conditions in connection with the Property Potential migration of off-site contaminants petroleum and SVOC onto the Property from the Allied Products site located approximately one- quarter to one-half mile southwest of the Property and up-gradient of the demonstrated groundwater flow direction in the Property vicinity The USEPA has adopted policy under which owners of uncontaminated property will not be held liable for contamination which has migrated onto the Property from adjoining properties as long as the owners did not contribute to the contamination Due to the depth to groundwater of 20 to 25 feet below ground surface potential exists for encountering contaminated groundwater if any deep excavations are conducted in the vicinity of the Property EIS is of the opinion that this environmental condition presents low to moderate risk to the Property The Property formerly contained railroad spur Creosote and other PAHs from wooden railroad ties may be present in surface soils on the Property In addition high potential exists for releases of hazardous materials from railroad cars that may have been diverted to the railroad spur EIS is of the opinion that this environmental condition presents moderate risk to the Property 1456-9701-O1-15540PH1TJM980123 15 7.0 NON-ASTM SCOPE CONSIDERATIONS The ASTM Standard Practice 1527-97 defines good commercial and customary practice for conducting Phase Environmental Assessments The practice is intended to constitute all appropriate inquiry to qualify for the innocent landowner defense to CERCLA liability While not applicable to CERCLA petroleum products have been included in the ASTM practice because of the current custom to inquire into the presence of petroleum products while conducting site assessment There are other environmental issues or conditions that interested parties may wish to assess relative to commercial real estate that are outside the ASTM scope of practice This may include substances which may contaminate the Property or nearby properties that are not defined as hazardous substances in CERCLA or which may not impose potential CERCLA liability There are also conditions which while not related to contamination of the Property might limit the proposed use of the Property The assessment of the non-scope conditions is not required for appropriate inquiry as defined by the ASTM practice This Phase Environmental Site Assessment included no considerations of non- scope issues 456-9701-01-1 5540PH1TJM980123 16 -- 8.0 RECOMMENDATIONS EIS recommends subsurface soil and groundwater sampling and analysis designed to establish baseline environmental conditions currently existing at the Property Soil and groundwater analysis should include tests for total petroleum hydrocarbons volatile organic compounds and semi-volatile organic compounds In addition permission should be sought to sample monitoring wells located on the north and west adjacent properties 1456-9701.O1.15540PH1TJM980123 17 APPENDIX QUALIFICATIONS OF PARTICIPATING EIS ENVIRONMENTAL ENGINEERS PROFESSIONALS STEPHEN NYE P.E EIS ENVIRONMENTAL ENGINEERS INC Education University of Notre Dame M.S Environmental Health Engineering 1976 Indiana University A.B Zoology 1968 Professional Registrations Professional Engineer Indiana Certificate No 20154 Professional Engineer Ohio Certificate No 47923 Industrial Wastewater Treatment Plant Operator Indiana No 4938 Michigan No 1270 USEPA AHERA/IDEM Accredited Building Inspector Certificate No 190410030 Professional Affiliations National Society of Professional Engineers 1983 American Society of Civil Engineers 1977 Water Environment Federation 1973 Air and Waste Management Association 1973 Experience Mr Nyes environmental engineering career began in 1968 with the Bureau of Engineering Industrial Waste Section of Indiana State Board of Health In 1973 he founded EIS Environmental Engineers Inc where he is President At EIS Mr Nye is the Principal-In-Charge of all engineering and consulting services related to air quality management engineering design construction management hazardous waste management and environmental audits and assessment He is directly involved with planning administration and final review and approval of all engineering and consulting projects in these service areas These projects have included Air permitting source and ambient air testing engineering design and preparation of permit applications for solid and hazardous waste landfills preparation of Closure/Post-closure Plans Groundwater Monitoring Plan Administration and Certification of Closure for RCRA treatment storage and disposal facilities preparation of Study Plans and Final Reports for Hydrogeological LID\RE59504\HSN Studies and numerous remedial investigations related to soil and groundwater contamination by heavy metals and volatile organic compounds Mr Nye has extensive experience conducting internal environmental audits for operating industrial facilities and environmental assessments related to the transfer of property He is an AHERA Certified Inspector and he has conducted surveys and prepared specifications for asbestos abatement projects He has also completed the OSHA training for Health and Safety Management for Hazardous Waste Projects and Emergency Response HAZWOPER Publications McFarland A.R H.S Nye and CM Erickson Development of low pressure impactor Final Report Contract 68-02-0563 U.S Environmental Protection Agency National Environmental Research Center Research Triangle Park NC 1973 Nye H.S Collection of SubMicron Particles by Low Pressure Inertial Impaction M.S Thesis University of Nofre Dame 1976 LIB\RES9504\HSN CATHY COLLINS E.I.T EIS ENVIRONMENTAL ENGINEERS INC Education Purdue University B.S Chemical Engineering 1984 Professional Registrations Engineer Intern ET39700024 Underground Storage Tank Certification Installation Decommissioning and Retrofitting Certification No 97-1L805752 Professional Affiliations American Institute of Chemical Engineers Environmental Division Continuing Education OSHA 40-Hour Safety Course plus 8-Hour Refresher Bioenvironmental Engineering Course U.S Air Force Graduate Course in Water and Wastewater Management Illinois Institute of Technology Experience Ms Collins has worked in environmental compliance and permitting industrial hygiene and chemical safety since 1984 Ms Collins served three years in the United States Air Force as bioenvironmental engineer Following her discharge her professional experience includes positions as laboratory safety specialist at Northwestern University and as consultant to the U.S Environmental Protection Agency EPA in Regions and the Indiana Department of Environmental Management IDEM the U.S Army Corps of Engineers and the Army Material Command RCRA Ms Collins has conducted RCRA hazardous waste compliance evaluation inspections for IDEM and EPA Regions and These inspections consisted of reviewing facility recordkeeping hazardous waste monitoring waste characterization and hazardous and solid waste management practices She has also conducted hazardous waste sampling and classification and preparation of contingency plan These inspections were conducted at oil refineries foundries food processing facilities power plants universities heavy equipment manufacturers and inorganic chemical processing facilities Ms Collins has also conducted boiler and industrial furnace compliance evaluation inspections at petrochemical facilities on behalf of EPA Region Ms Collins has conducted over 80 preliminary assessment visual site inspections PA/VSIs and prepared over 30 reports for EPA Region These inspections and reports consisted of identifying solid waste management units assessing past and future potential for release and \LI5\RES\CMCRESUM identifying areas of concern where releases of hazardous constituents to environmental media may have occurred Inspections were conducted at oil refineries foundries automobile manufacturers rubber manufacturers electroplating operations fiberglass manufacturing facilities and nuclear and fossil fuel power plants She has also reviewed RCRA Facility Investigation work plans submitted for RCRA corrective action at an organic chemical manufacturing facility in Ohio Ms Collins provided oversight on behalf of EPA of voluntary removal action CERCLA Prepared hazard ranking system focused site inspection prioritization reports to determine the potential for sites to be placed on the national priorities list NFL Ms Collins also assisted in the preparation of remedial investigation/feasibility study RI/FS for Superfund site in Michigan She provided oversight on behalf of EPA of landfill construction activities for Superfund site in Michigan and has prepared Quality Assurance Project Plan QAPP for split sampling for Superfund site in Illinois Superfund Innovative Technology Evaluation Preparation of QAPP for an advance oxidation remediation system technology demonstration Ms Collins participated in the Technology demonstration which consisted of the remediation of groundwater containing organic chlorinated and aromatic compounds Ms Collins prepared technology evaluation report of an innovative technology consisting of the thermal removal of polychlorinated biphenyls in soil Air Compliance Ms Collins has assisted with the preparation of Title air permits in the state of Illinois Ms Collins has conducted environmental audits of fuel terminals which included assessment of compliance with air regulations in the states of California and Rhode Island and prepared an emissions inventory for Nellis Air Force Base Nevada Industrial Hygiene Ms Collins has conducted numerous industrial hygiene surveys at Nellis Air Force Base Nevada which consisted of personal air sampling lighting surveys noise surveys ionizing and nonionizing radiation surveys and ventilation surveys Ms Collins has also conducted numerous laboratory safety surveys at Northwestern University which consisted of evaluating chemical storage procedures adequacy of ventilation systems and laboratory biological safety cabinets and procedures Her experience also includes the design of industrial ventilation systems I\I.IB\Ru\CMCRESUM THOMAS MOGERMAN EIS ENVIRONMENTAL ENGINEERS INC Education University of Southwestern Louisiana Lafayette Louisiana B.S Physics 1987 Professional Registrations Registered Environmental Property Assessor REPA5534 Registered Environmental Manager REM 7455 Asbestos Contractor/Supervisor AHERA Building Inspector Experience Mr Mogerman has been in the environmental field since 1988 and has been manager of environmental projects since 1989 His experience includes environmental audits and facility compliance USEPA and OSHA hazardous waste management and emergency response training asbestos-in-buildings inspection asbestos abatement project supervision air and bulk asbestos sampling and microscopic analysis PCM and PLM Phase and Phase II Environmental Site Assessments subsurface investigation site characterization UST site investigation closure and remedial strategies and staff supervision Early career experience included three years on petroleum exploration survey parties on-land and off-shore in the Gulf of Mexico and civil engineering internships during college LIE\SOQ9G11 APPENDIX SITE LOCATION MAP __ SOUTH ENl i.c ________ -- SITELOCA1lON /i4 2000 2000 IN FEET ch 2000 ft UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVERY 7.5 MIN SERIES TOPOGRAPHIC SOUTH BEND WEST IND PHOTOREVISED 1986 SOUTH BEND EAST IND PHOTOREVISED 1980 FIGURE SITE LOCATION MAP VACANT PROPERTY 200 BLOCK OF WEST EIS ENVIRONMENTAL ENGINEERS INC SAMPLE ST SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 48635 SCALE DRAWN CHECK DATE PROJECT No Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/08/98 1456-9701-01 1456-9701-O1-15540-FIG98OIORTM 15000-FRM0004 11-18-97 APPENDIX AERIAL PHOTOGRAPHS qk/ TUTTi8_______4.. 48i9AC ___________--____ ___ PROPERTY 18L50 _____ 75 .54 50 SAMPLE ____________ EXCERPT FROM 1993 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/14/98 1456-9701-01 l8-97O1O1l5548-FIG98O114TJM 15000-FRM0004 Rev 11-18-97FORD004336 ___ EXCERPT FROM 1990 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY LOCATION 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456-9701-O1-15540-FIG98OIO9TJM 11-18-97 TUTT kZi __iv Li TT PROPERTY PLAN IF 54 Mf SAMPLE EXCERPT FROM 1987 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456-9701-Ol-15540-FIG98OIO9TJM 15 18-97 ir EXCERPT FROM 1978 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax 219-273-5693 12000 DJB TJM 01/14/98 1456-9701-01 1456-9701-O1-15540-FIG98OII4TJM 1-18-97 ii ____ __ EXCERPT FROM 1971 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC SCALE 100 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO Tele 219-277-5715 Fax.219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456-9701-O1-15540-FIG9BOIG9TJM 1-18-97 EXCERPT FROM 1966 AERIAL PHOTOGRAPH PRODUCED BY CLYDE WILLIAMS ASSOCIATES INC. SCALE 400 FIGURE PROPERTY PLAN 200 BLOCK OF WEST SAMPLE STREET EIS ENVIRONMENTAL ENGINEERS INC SOUTH BEND INDIANA 1701 Ironwood Dr South Bend IN 46635 SCALE DRAWN CHECK DATE PROJECT NO TeIe 219-277-5715 Fax.219-273-5693 12000 DJB TJM 01/09/98 1456-9701-01 1456-9701-O1-15540-FIG98O1O9TJM -18-97 APPENDIX PHOTO LOG __________ CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December 21 1997 DATE December 21 1997 LOCATION 200 Bock of West Sample North Side LOCATION 200 Block of West Sample North Side SUBJECT Looking south from Tutt Street at the Property SUBJECT Looking north from West Sample Street at the Property PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1456-9701.O1-1000LOG98O122TJM 00000-LOG0001 Re 11-07-97 CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December21 1997 DATE December21 1997 LOCATION 200 Block of West Sample North Side LOCATION 200 Block of West Sample North Side SUBJECT Looking southeast from midwest boundary SUBJECT Looking Northeast from south property line Note dumpster and grease container used by Dew Drop Lounge PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1458-9701.O1-1000LOG9BO122TJM 00000-LOG0001 Rev 11-07-97 APPENDIX SANBORN FIRE INSURANCE RATE MAPS -- S.FAVETTE ______ ____ ____ ____ r1 __-__ Iv LAFAYETTE 9/6 9/9/2 ______________ 32 88 8/6 /1/2 30/s 82 L50 ii Lfl ___ii Li oIS.MAIN FAYETW 95 9A2 .9/2 .9 22 820 __________ _______ _______________ __Iw fIJILJITh rmi i1 ____ ___________ _______ II _______ Li IIi--__ri _______80 -1T 1AIN ---01____ LAFAYETTE -- /a ai 9/2 1/Z %4 22 822 829 8/8 8/2 808 -----802 IhP-F -k _________________________UI4LR --- z_________ ___ jiji _____________9/7 /7 9/3 9/f 9G/83/ MAIN -.-- -- ----..__._ -7 KEY ___ Itt Adobe braildin0 \Vrndow openinyn cri0500pd andtnurlk orbs Stone boildrn II Windows wills vcre 5lasConcretelimeorcementbrickWindowswithironcriticcad Skull Hotlowconcrete orcmenlblnckconsfln Window openinys lerth 4k Concrete on reintnncnd cocnete ccnofn twenty-second storre _______________tile buiIdin ecoBnckbrcld.ny.lli Ccviii rornue enclosed elevator hI ______________lw self closi traysjIILJBrickuereenedbuildiny Concrete black enclooedelevator cnlttt lrats _Iror Hirnreyv..oci.n andhranre huildirry Tile enclosed elevator wills self closrny lra4s lramebuiidrn bnick lined .Brickersclosed elnowittn orredlass docr Brick chirne____________nnelal clad Open hoist Frame briildirB i0twrtk raps iy5 Ground rlualion lmpprAT_J Iron brd basement to first 4e ttical stonr boiler A/tIio1 .rroortfacluniny ri.ko rn Qrcventrcal pipe or stand pre arQ Gasnin tank JT0TE ________________ Bnrckbuildiny wittebniub or metal connice AFA Automatic tin alarm 100 5pm under fin wall inchn above roof Independent electric pla Fir drrurln.nl _______________________________ IA Automatic sprinhleno cOnn.stion All information cc______________lB Automatic chemical sprinkle might be related to Automatic sprinkler p.rl burldiny eric strictly conflde FiB es.iZiS ni5lC thickness ion OO .woscarn.nrenc..nv..i to any outside interim Wall wiihoul opininyard sioe irirches wows hi Pefererr tn incumbent upon pomsesc_Wa Wall wik openrnys cntioorsae desriraled spi-in cdjn.niny Defense to Lake all powOWindltodepp onto the hands of intern is sh own on cry ma _______________________________standard tire doors line alarm box Fir pump Openrnyswrlhwirnd ylaco dooro Sinyihydrant 36urde4tflunir ilicnri parr.cyr my TN isipie puonul .r.n.o..v.1.1... _--.J Stable Quadnupie spAniel otihe ttiyh Pressure tine Sencioe Auto House orpnivale 3ara5e Fire alarm box otlheHrytr Pressure Fine Sercce tip.1 Solid brick with ntenicr Wa iarauiWaterpipis otltneHi4rressurefine BerniceClcrCBandbrickTried__Vt_andhydfaels ofthi ii Mixed construction of and brick Hryfr Pressure Fine SnncaS shown on key map _________________with crc wail at solid brick try.Water pipes and vice inijnchts Mraed construction ott and brick mbers shorn rejeest to buildiryn are with cnn wall faced with brick icial or actually or tulidirys dbktkyh Oidhsse be so lulls C1p8EL1 80x 7q Co liii /8 _________ L___ III /7/1/or _________UI /J/// III II// Auro PAR K/NQ 1//////mm COAL tO I/IL COAI YARD L__ ____tIi ___________/82 ___________ ICE_JL_.1Lj _j ICt CRFAM TACTY ZM .--i i7 J/1Mf RgM /VW1 1C -- ________________4gMPBELIOP8OXA nRc Co O2 .WYCf _____________28 77 yl _ APPENDIX ENVIRONMENTAL REGULATORY DATABASE REPORT ECOSEARCH REPORT EcoSearch Environmental Resources Inc 9365 Counselors Row Suite 104 Indianapolis Indiana 46240 ph 317 574-8830 fax 317 574-8840 EcoSearch Environmental Site Assessment Type of Report Priority Risk Report Site Location West Sample Street Site South Bend IN 46601 Date December 16 1997 Report ID Number 1226-101 Especially Prepared For Ms Cathy Collins EIS Environmental Engineers P0 Number 1456-9701-01 Limits of Information Customer proceeds at its own risk in choosing to rely on EcoSearch Environmental Resources Inc lEcoSearchl services in whole or in part prior to proceeding with any transaction EcoSearch cannot be an insurer of the accuracy of the information errors occuring in the conversion of data or for customers use of the data EcoSearch and Its affiliated companies officers agents employees and independent contractors cannot be held liable for accuracy storage delivery loss or expense suffered by the customer resulting directly or indirectly from any information provided by EcoSearch Environmental Resources Inc Thank you for choosing EcoSearch Introduction We want to thank you for your order requesting the enclosed site assessment EcoSearch makes every effort possible to combine the most accurate environmental data available into an understandable and easy-to-use format While every attempt has been made to ensure accuracy of the information presented we cannot guarantee the accuracy of the data from the original sources nor can we guarantee that no transcription or plotting errors have occurred If any concerns arise from your review of the databases in this report please call the appropriate agency involved As service we have included phone numbers in the database description section of this report to help you in your evaluation The enclosed maps present working approximation of the location of surrounding environmental sites based primarily on available accurate site addresses These maps should not be used for purposes more correctly handled by surveys EcoSearch is driven by its mission to present the most responsive technically sound and cost-effective environmental data services available to our customer EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Read Me First The following suggestions are offered in an attempt to help you in using and understanding this site assessment from EcoSearch Skim over the entire report to familiarize yourself with its contents and layout You will notice that the information is presented following this general concept we begin by giving sections that summarize data and then give detailed information about these summaries as you proceed further into the report Then refer to the section titled Statistical Overview You will need to take moment to read the column headings and the data below them Also as you go down the first column left sidel you will probably need to look back at the preceeding section titled Database Descriptions Please pay particular attention to the radius searched as they vary according to the database These are ASTM standards that we meet and exceed Your sites datum is the third shaded column Also the next column showing database hits within the first radius is Important as it will include data about adjoining properties The unmappable sites have their own section with cover page explaining them The next section titled Maps is important as it gives very clear visual presentation of the site and which databaselsl are at the site itself or within the study radii The site summary pegelsl tells you by map lD which database is at that location as well as the sites name and distance/direction from your study site You will notice that the numbering corresponds to the distance from the subject site--eg is your site itself or the site closest to it is further away This continues until all database hits have been summarized within the largest study radius Your report may extend further than one mile if you asked us to extend the radii As you will recall our format goes from summary-type pages to detailed information Therefore the next section is Detailed Data Here extensive data is given about each database hit The map ID distance and direction are in the top left corner Further data follows The Unmappable section was referred to earlier In this summary you will find those sites Please read the cover page as it describes unmappable sites and our efforts to minimize and/or eliminate them from all of our site assessments The last two divisions --Radon and Glossary/Acronyms are self-explanatory and often helpful to our customers If you would like further help in understanding our reports please call as our intention is to have this report helpful to you EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Database Descriptions --Federal Databases II National Priorities List US Environmental Protection Agency Data Date August 14 1997 Office of Solid Waste and Emergency Response Release Date August 14 1997 1703 603-8881 Active Date September 29 1997 The NPL is subset of the CERCLIS and lists over 1150 of the nations most dangerous sites of uncontrolled or hazardous waste which require cleanup Also known as the Superfund List the sites are scored according to the hazardous ranking system Comprehensive Environmental Response Compensation and Liability Information System US Environmental Protection Agency Data Date August 14 1997 Office of Solid Waste and Emergency Response Release Date August 14 1997 1800 776-8037 Active Date September 29 1997 CERCLIS maintains information on over 5000 sites nationally identified as hazardous or potentially hazardous which may require action These sites are currently being investigated or an investigation has been completed regarding the release of hazardous substances The most serious of this list as ranked by the hazardous ranking system are transferred to the NPL For more complete information purposes we include sites which have been reclassified as No Further Remedial Action Planned NFRAPI by the EPA This action was taken by the EPA beginning February 1995 as part of the Brownfields Redevelopment Program These former CERCLIS sites also known as the CERCLIS Archive have been deliated because lack of significant contamination was foundII1I1 Resource Conservation and Recovery Information System --Treatment Storage and Disposal Facilities US Environmental Protection Agency Data Date July 31 1997 Office of Solid Waste and Emergency Response Release Date September 15 1997 1202 260-4348 Active Date October 11 1997 RCRIS contains information on hazardous waste handlers regulated by the US Environmental Protection Agency under the Resource Conservation and Recovery Act IRCRAI It is national system used to track events and activities which fall under RCRA The TSD database is subset of the complete RCRIS file which includes facilities which treat store dispose or incinerate hazardous waste Additionally compliance and corrective action ICORRACTS information is included IEJItTIIIls1.I Resource Conservation and Recovery Information System --Large and Small Quantity Generators US Environmental Protection Agency Data Date July 31 1997 Office of Solid Waste and Emergency Response Release Date September 15 1997 12021 260-4347 Active Date October 11 1997 RCRIS contains information on hazardous waste handlers regulated by the US Environmental Protection Agency under the Resource Conservation and Recovery Act IRCRAI It is national system used to track events and activities which fall under RCRA The generators database is subset of the complete RCRIS file which includes hazardous waste generators which create more than 100kg of hazardous waste per month or meet other requirements of RCRA We also include RCRA Notifiers Transporters and formerly regulated RCRA Sites for more complete hazardous waste information Additionally compliance and corrective action information is included EcoSearch Report ID 1226-101 Environmental Date of Report December 16 t997 Resources Inc I1VII RCRA Administrative Action Tracking System US Environmental Protection Agency Data Date April 14 1995 Office of Enforcement and Compliance Assurance Release Date Not Available 202 564-4104 Active Date April 17 1995 The RCRA Administrative Action Tracking System contains additional information on RCRA enforcement actions Data includes the type of action proposed penalty and final penalty amount IaE Emergency Response Notification System US Environmental Protection Agency Data Date February 14 1997 Office of Solid Waste and Emergency Response Release Date February 14 997 12021 260-2342 Active Date March 1997 ERNS is national database which contains information on specific notification of releases of oil and hazardous substances into the environment The system stores data regarding the site of the spill the material released and the medium into which it occured As joint effort the Department of Transportation and the Environmental Protection Agency have collaborated to compile more than 290000 records PCB Activity Database System US Environmental Protection Agency Data Date October 30 1995 Office of Pollution Prevention and Toxics Release Date Not Available 1202 260-3992 Active Date August 1996 This database stores information about facilities which handle PCBs and file EPA form 7710-53 It is divided into storage facilities disposers generators and transporters Toxic Release Inventory US Environmental Protection Agency Data Date October 1994 Office of Pollution Prevention and Toxics Release Date Not Available 12021 260-1531 Active Date November 16 1994 TRI contains information from facilities which manufacture process or import any of the over 300 listed toxic chemicals which are released directly into air water or land or are transported off-site The database includes facts on amounts of chemicals stored and emitted from the facility This database ia released on an infrequent basis by the US EPA Section Seven Tracking System US Environmental Protection Agency Data Date January 1995 Office of Prevention Pesticides and Toxic Substances Release Date Not Available 2021 564-5008 Active Date January 24 1995 Formerly FATES this system tracks the registration of pesticide-producing establishments and tracks the types and amounts of pesticides active ingredients and devices which are sold produced or distributed annuallyII.I1 Civil Enforcement Docket US Environmental Protection Agency Data Date April 22 996 Office of Enforcement Release Date Not Available 12021 564-4114 Active Date October 16 1995 The Civil Enforcement Docket is information on actions filed by the Department of Justice for the US Environmental Protection Agency This record has been continually updated since 1972 and includes data regarding facility name dates laws violated and penalties assessed EcoSearch Report ID 1226-101 Environmental Date of Report Decombo 16 1997 Resources Inc Toxic Substances Control Act Inventory US Environmental Protection Agency Data Date May 14 1986 Release Date Not Available 2021 554-1404 The Toxic Substances Control Act Inventory includes the locations and chemical production information of more than 7000 processors and manufacturers of chemicals This database is no longer released to the public by the US EPA EcoSearch Report ID 1226-101 Environmental Date of Report Decomber 16 1997 Resources Inc Database Descriptions --State Databases Indians State Cleanup List Indiana Department of Environmental Management Data Date August 28 1997 Office of Environmental Response Release Date October 1997 13171 308-3008 Active Date October 28 1997 This database identified sites deemed by the State of Indiana for remediation It also includes Sites designated for immediate removal voluntary cleanup and hazardous ranked Sites listed on the IDEM Commissioners Bulletin No Idated 12/10/951 IiAj Indiana Permitted Solid Waste Facilities Indiana Department of Environmental Management Data Date June 30 1997 Office of Solid Waste Management Release Date June 30 1997 13171 232-3399 Active Date July 28 1997 This state database lists sites which are regulated for solid waste disposal by the State of Indiana It is updated twice year by the Office of Solid Waste Management Indiana Leaking Underground Storage Tank List Indiana Department of Environmental Management Data Date June 23 1997 Release Date June 23 1997 13171 308-3090 Active Date August 11 1997 The OEM LUST list contains information on underground storage tanks with reported releases into the environment Agency Required Disclaimer This information is an unconfirmed non-verified list of reported notifications or releases at facilities or sites It should not be used for or considered as final Agency determination of whether proper notification actual releases or the completion of remedial activities have occurred In providing this list the Agency makes no representation regarding the accuracy of the information t11.1 Indiana Registered Underground Storage Tank List Indiana Department of Environmental Management Data Date June 23 1997 Underground Storage Tank Branch Release Date June 23 1997 13171 308-3008 Active Date August 11 1997 The Indiana UST list provides the location of registered underground storage tanks Agency Required Oisclaimer This information is an unconfirmed non-verified list of reported notifications or releases at facilities or sites It should not be used for or considered as final Agency determination of whether proper notification actual releases or the completion of remedial activities have occurred In providing this list the Agency makes no representation regarding the accuracy of the information EcoSearch Report ID 1226.101 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Statistical Overview T1trneieie Report Priority Risk Report West Sample Street Site Radii ASTM South Bend IN 46601 Zip Codes 46601 46615 46617 46619 46613 City South Bend Latitude 41.66513 Longitude 86.252742 County Seint Joseph FEDERAL DATABASES Radius Mappoble Sites Unmappable Sites miles Total Site .oueo ii4 /4-/400 /2 1.0 Zip Code Cliv Couviv NPL 1.000 CERCLA 1.000 RCRATSD 1.000 RCRA Generator 0.250 10 10 ERNS 0.250 PADS 1.000 181 0.500 SSTS 1.000 DOCKET 1.000 TSCA 1.000 STATE DATABASES Radius Mappable Sites Unmappable Sites miles Total Site 000C iIae /4-lao I/a lot Zn Code CIty CoofliV SCL 1.000 SWF 1.000 LUST 0.500 18 14 UST 0.250 10 10 MANUAL GEOCODING In this report 677 edbvEc0SearC the This database search and study radii meets or exceeds the ASTM American Society of Testing and Materialsstandards for government records review N/A denotes an ASTM-required database which is not available from the state Accurate Street addresses are required for records to be found at the study property Mappable Sites are environmental sites which were located and appear on the enclosed EcoSearch Map Site Summary and Detailed Data sections of the report These sites are summarized based on proximity to the study site Unmappable Sites are governmental records with incomplete or inaccurate address information These sites could not be located on the street map but have been searched by the Zip Codes Cities and County specified in the search parameters Further investigation of these sites and their relationship to your study site is necessary EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc ________EcoSearch Environmental Resources Inc 6EsJ/ ReportlD 1226-101 Site West Sample Street Site --- Soutti Bend IN 46601 Study Sue Study Site Matches Database .Jq.yivyt Racus nit NPL Sites 1.00 CERCLA Sites 1.00 RCRA TSD Sites 1.00 RCRA Generator Sites 0.252217 11 12 15 ERNS Sites 0.25 PADS Sites 1.00 23 TRI Sites 0.50 24J SSTS Sites 1.00 5i DOCKET Sites 1.00 _.i TSCA Sites 1.00 __________________ 14 SCL Sites 1.00 SWF Sites 1.00 fl ____________-/_//____________________________ 4-Two Database Matches Three or More Matches Li Database Area Site 27 ti 21 wos Parks Streets oconp Areas Roads PrimaryRoads Water FreIIIICemeteriWRailroads ies is Li_i-- Note The information contained on this map is subject to the general disclaimer on the first page j4iii-_EcoSearch Environmental //Resources Inc jp Priority Risk Report Map ____________________WetSarnpStmetSde Study Site Study Site Matches Database RadkSlmlt NPL Sites 1.00 CERCLA Sites 1.00 RCRATSD Sites 1.00 RCRA Generator Sites 0.25 17 is 12 15 ERNS Sites 0.25 23 PADS Sites 1.00 TRI Sites 0.50 SSTS Sites 1.00 DOCKET Sites 1.00 TSCA Sites 1.00 ________SCL Sites 1.00 -F 27 SWF Sites 1.00 LUST Sites 0.50 UST Sites 0.25 Two Database Matches Three or More Matches ____LI1 Database Area Sfte ____________ Parks Streets fl fl Secondary Roads ________________Primary Roads Water FreewaysMiCemeteries--Railroads ..s RadiI 114 intl 112 intl mile Note The Information contained on this map is subject to the general disclaimer on the first page Site Summary Map ID Database Agency ID Site Name Address and County Distance/Direction RCRA Getrerator HAMILTON BODY SHOP INC 0.06122 mi RCRA Small Quantity Generator 917 LAFAYETTE BLVD SSW SOUTH BEND IN 46601 -3323 1ND016626210 SAINT JOSEPH Manually Geocodad RCRA Generator SCHAFER GEAR WORKS INC 0.07397 ml RCRA Small Quantity Generator 814S MAIN ST ENE SOUTH BEND IN 46601 -3008 1N0005226477 SAINT JOSEPH UST OLINGER DISTRIBUTING CO INC 0.08688 mi Indiana Underground Storage Tank 922 MAIN ST ESE SOUTH BEND IN 46601 -3334 5111 STJOSEPH CERCLA AVANTI 0.10609 ml 4A CERCLA Site Delisted NERAP Site 766 LAFAYETTE BLVD NNW SOUTH BEND IN 46601-3013 IND9B4BB57BO SAINT JOSEPH Maeaally Geocoded RCRA Generator ABN MOTOR CORP 0.10609 mr 4B RCRA Notifier Site 765 LAFAYETTE BLVD NNW SOUTH BEND IN 46601-3013 INDOQI756BBI SAINT JOSEPH ManuaBy Geocoded RCRA Generator NAB BUILDING CD 0.10609 mi 4C RCRA Notifier Site 765 LAFAYETTE BLVD NNW SOUTH BEND IN 46601 -30t3 1ND982B46994 SAINT JOSEPH Maeaally Gaocoded RCRA Gnnerator ABN MOTOR CORP 0.10609 ml 4D RCRA Notifier Site 765 LAFAYETTE BLVD NNW SOUTH BEND IN 46601-3013 1NO98090325B SAINT JOSEPH Manually Geocoded SCL AVANTI MOTOR CORP 0.10609 tn 4E Indiana State Cleanup List Site 765 LAFAYETTE BLVD NNW SOUTH BEND IN 46601 -3013 0000020 SAINT JOSEPH Manually Geecoded RCRA Generator ZIOLKOWSKI CONSTRUCTION 0.10827 mimi RCRA Small Quantity Generator 1005 LAFAYETTE BLVD SSW SOUTH BEND IN 46601-3325 ND9B4B77597 SAINT JOSEPH Manually Geocodad UST ZIOLKOWSKI CONST 0.10827 mi 5B Indiana Underground Storage Tank 1005 LAFAYETTE BLVD SSW SOUTH BEND IN 46BD1-3325 11335 ST JOSEPH Manraally Geocoded UST SOUTH BEND LATHE 0.13894 mimi 6A Indiana Underground Storage Tank 400 SAMPLE ST WSW SOUTH BEND IN 46601 -2837 378 ST JOSEPH Manually Geocodad RCRA Generator SOUTH BEND LATHE 0.13894 ml GB RCRA Small Quantity Generator 400 SAMPLE ST WSW SOUTH BEND IN 46601-2837 1NDDD516373B SAINT JOSEPH Manually Geocoded UST CITY OF SOUTH BEND 0.14146 sri Indiana Underground Storage Tank 225 GARST ST SSE SOUTH BEND IN 46601.3319 1B512 ST JOSEPH EcoSearch RBport ID 1226-101 Environmental Dato of Report December 16 1997 Resources Inc Site Summary Mpjp Database Agency ID Site Name Address and County ai2ce/Direction RCRA Generator MICHIANA TRANSMISSION 016603 rn ACRA Small Quantity Generator 902 MICHIGAN ST SOUTH BEND IN 46601 -3424 1NR000003434 SAINT JOSEPH UST JOHNSHOUP 0.17021 nri 9A Indiana Underground Storage Tank 716S MAIN ST NNE SOUTH BEND IN 46601-3010 18766 ST JOSEPH LUST SHOUP BUSES INC 0.17021 ml 9B Indiana Leaking Underground Storage Tank 716 MAIN ST NNE SOUTH BEND IN 46601-3010 9311537 STJOSEPH UST PETER NEMETH 0.17532 rem 10 Indiana Urrdergroand Storage Tank 711 MAIN ST NNE SOUTH BEND IN 46601-3009 12487 ST JOSEPH RCRA Generator SOUTH BEND TOY INC 0.17547 err RCRA Notifier Site 404 SAMPLE ST SOUTH BEND IN 46601-2837 IND980999544 SAINT JOSEPH Manually Gaocoded UST ENYART ELECTRIC MOTOR SERVICE G.18932 mm 2A Indiana Underground Storage Tank 122 SAMPLE ST SOUTH BEND IN 46601-3446 16719 ST JOSEPH RCRA Generator ENYART ELECTRIC MTR SERVICE 18932 mmmi 2B RCRA Small Qaaetity Generator 122 SAMPLE ST SOUTH BEND IN 46601-3445 1ND064717655 SAINT JOSEPH UST CITY OF SOUTH BEND 0.23087 mm 3A Indiana Undergroand Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46601-3338 18511 ST JOSEPH UST JERRYS-U-SERV INC 023087 mi 3B Indiana Underground Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46601 -3338 11905 STJOSEPH LUST CITY OF SOUTH BEND PROPERTY 0.23087 mum 3C Indiana Leaking Underground Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46601-3338 9303524 ST JOSEPH LUST JERRYS-U-SERVE IFORMER 0.23087 mi 3D Indiana Leaking Underground Storage Tank 1130 MAIN ST SSE SOUTH BEND IN 46601-3338 9302528 ST JOSEPH UST MICHIGAN HAUL CENTER VACANT 0.241 98 mi 4A Indiana Underground Storage Tank 1120 MICHIGAN ST SE SOUTH BEND IN 46601-3428 6868 ST JOSEPH LUST MICHIGAN HAUL CENTER VACANT 0.241 98 ml 4B Indrana Leaking Underground Storage Tank 1120 MICHIGAN ST SE SOUTH BEND IN 466G1-3425 9605525 ST JOSEPH EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Site Summary JP Database Agency ID Site Name Address and County Distance/Direction SSTS SINTON SUPPLY COMPANY INC 0.26059 ml Section Seven Tracking System 204 SAMPLE ST SOUTH BEND IN 46601-3447 036739IN 00105 SAINT JOSEPH Manually Geocoded LUST ALTMAN FAMILY TRUST 030635 mi 16 Indiana Leaking Underground Storage Tank 613 MICHIGAN ST NE SOUTH BEND IN 46601-2411 9311623 ST JOSEPH Manually Geocoded LUST MUNICIPAL SERVICE FACILITY 34958 inn 7A Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 9705501 SAINT JOSEPH Manually Geucoded LUST MUNICIPAL SERVICE FACILITY 0.34958mm lB Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 9510547 SAINT JOSEPH Manually Geocoded LUST OLDFORT BUILDING SUPPLY 0.39804 ml 16 Indiana Leakmg Underground Storuge Task 1401 MAIN ST SSE SOUTH BEND IN 4661 3-2205 9102511 ST JOSEPH RCRA TSD ENVIRONMENTAL SERVICES OF AMERICA-IN INC 0.4O29g ml 9A RCRA TSD and Generator 604 SCOTT ST WNW SOUTH BEND IN 46601 -2822 INI398O59O847 SAINT JOSEPH Manually Geocoded CERCLA INDUSTRIAL FUELS RESOURCES CHEM SOLV 0.40298 mm 9B CERCLA Site Delisted NFRAF Sitel 604 SCOTT ST WNW SOUTH BEND IN 46g0t-2822 1ND980g9O947 SAINT JOSEPH Manually Geocoded LUST UNITED PARCEL SERVICE 040753 ml 20 Indiana Leaking Underground Storage Tank 607 SCOTT ST WNW SOUTH BEND IN 46601-2823 9101531 ST JOSEPH Manually Geocoded LUST ECKLER LEHAY LUMBER CO 0.41173 ml 21 Indiana Leaking Underground Storage Tank 1406 FRANKLIN ST SSW SOUTH BEND IN 4661 3-2006 9404513 ST JOSEPH LUST RAITT CORPORATION 0.45767 ml 22 Indiana Leaking Underground Storage Tank 815 SAMPLE ST SOUTH BEND IN 466O1-2B45 9009591 ST JOSEPH LUST MURRAY HERMAN PROPERTY/AMOCO 0.46849 mm 23 Indiana Leaking Underground Storage Tank 511 EDDY ST SOUTH BEND IN 46615 9408543 SAINT JOSEPH Manually Geocoded LUST AMERICAN HILIFT COMPANY 0.47291 ml 24 Indiana Leaking Underground Storage Tank 828 KERR ST SOUTH BEND IN 46601-2836 9304092 ST JOSEPH LUST GATES CHEVY WORLD 0.47407 ml 25 Indmana Leaking Underground Storage Tank 333 WESTERN AVE SOUTH BEND IN 46601-2215 9010566 ST JOSEPH EcoSearch Report ID 1226-101 Environmental Dato of Report December 16 1997 Resources Inc Site Summary Map ID Database Agency ID Site Name Address and County Distance/Direction LUST SOUTH BEND POST OFFICE 0.47523 mu 26 Indiana Leaking Underground Storage Tank 424 MICHIGAN ST NNE SOUTH BEND IN 46624-4000 9112506 STJOSEPH LUST ALLIED PRODUCTS 0.47690 ml 27A Indiana Leaking Underground Storage Tank 601 BROADWAY ST SW SOUTH BEND IN 46601-3357 9008539 ST JOSEPH SCL ALLIED PRODUCTS 0.47690 ml 27B Indiana State Cleanup Lint Site SW SOUTH BEND IN 6960501 SAINT JOSEPH Manually Geocoded LUST ALLIED PRODUCTS CORPORATION 0.47690 ml 27C Indiana Leaking Underground Storage Tank 601 BROADWAY ST SW SOUTH BEND IN 46601 -3357 9012535 ST JOSEPH SCL ALLIED SIGNAL CORP 0.47690 ml 27D Indiana State Cleanup List Site SW SOUTH BEND IN COMMI4 SAINT JOSEPH Manually Geocoded LUST HARMON GLASS COMPANY 049239 mi 28 Indiana Leaking Underground Storage Tank 502 WESTERN AVE NNW SOUTH BEND IN 46601-2706 9308501 ST JOSEPH SSTS WATCON INC 0.95244 ml 29 Section Seven Tracking System 2215 MAIN ST SOUTH BEND IN 4661 3-2318 0138121N 00105 SAINT JOSEPH CERCLA SWANSON WKS 0.96207 mu 30 CERCLA Site Delisted NFRAP Site 1139 BEYER AVE SOUTH BEND IN 46615-1107 IND9B1 199078 SAINT JOSEPH CERCLA KOKOKU WIRE INDUSTRIES CORP 0.96868 ml 31 CERCLA Site Delisted NFRAP Site 1217 WALNUT ST SOUTH BEND IN 46619-4305 INDO7432O755 SAINT JOSEPH Manually Geacoded --Manually Geocoded Site plotted or corrected using paper maps phone calls and other resourcen to properly placn the site on the map --Agency Provided Lag/Long Site plotted using the lutgudn and longitude given by the federal or state government agency Area Manually Plotted Area manually drawn using digital and paper maps EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Detailed Data The following pages contain the detailed data concerning the sites plotted on the map and included in the site summary Please Note Pages are not included for databases not found within the search radii These pages are arranged as follows Delisted CERCLA Data RCRA TSD and Generators Data SSTS Data Indiana SCL Data Indiana LUST Data Indiana UST Data CERCLA Archive Data Delisted Comprehensive Environmental Response Compensation and Liability Act Sites Archive Sites Map IDE 4A Distance mu 0.10e094 Direction NNW Facility Name AVANTI Status This site has been delisted from CERCLIS Address 765 SOUTH LAFAYETTE BLVD No Further Remedial Action Planned City State Zip SOUTH BEND IN 46618 County ST JOSEPH EPA ID 1NO9B4885780 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reported NFL Status Not on the NFL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non-Oil SpilIl Not Reported RCRIS Facility Indicator Environmental Priority Initiative Site Event Date Started Date Completed DISCOVERY Not Reported 02/06/90 PRELIMINARY ASSESSMENT Not Reported 03122190 Map 04 19B Distance mi 0.402983 Direction WNW Facility Nawe INDUSTRIAL FUELS RESOURCES CHEM Status This site has been delisted from CERCLIS Address 604 SOUTH SCOTT STREET No Further Remedial Action Planned City State Zip SOUTH BEND IN 46626 County ST JOSEPH EPA 104 1NO9BO590947 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknowe Site Description Comments Not Reported NPL Status Not on the NFL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non-Oil Spilt Net Reported RCRIS Facility lndicatcr Not Reported Event Date Started Date Compy4 DISCOVERY Not Reported 01/1588 PRELIMINARY ASSESSMENT Not Reported 12130188 Map lD 30 Distance mi 0.962071 Direction Facility Name SWANSON WKS Status This site has been deisted from CERCLIS Address 1139 BEYER AVE No Further Remedial Action Planned City State Zip SOUTH BEND IN 46615 County ST JOSEPH EPA ID IND9B11B9O78 Federal Facility Indicator Not Federal Facility Ownership Indicator Other Site Description Cowwerrts Not Reported NPL Status Not on the NFL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non-Oil SpillI Not Reported RCRIS Facility Indicator Not Reported Event Date Started Date Completed DISCOVERY Not Reported 05/21/86 PRELIMINARY ASSESSMENT Not Reported 03/23/87 SCREENING SITE INSPECTION Not Reported 09130188 Map 104 31 Distance mm 0.968684 Direction Facility Name KOKOKU WIRE INDUSTRIES CORP Status This site has been delisted from CERCLIS Address 1217 SOUTH WALNUT STREET No Further Remedial Action Planned City State Zip SOUTH BEND IN 46619 County ST JOSEPH EPA 104 1ND074320755 Federal Facility Indicator Not Federal Facility Ownership Indicator Ueknnwn Site Description Comwentu Not Reported NFL Status Not on the NPL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type ID/I/Non-Oil Spilli Not Reported RCRIS Facility Indicator Yes IRCRA Facilityl Event Date Started Date Completed DISCOVERY Not Reported 09/04189 CERCLA Archive Data Delisted Comprehensive Environmental Response Compensation and Liability Act Sites Archive Sites PRELIMINARY ASSESSMENT Not Reported 09/25189 RCRA TSD and Generators Data Facility and Compliance Information Map Of Distance ml 0.061215 Name HAMILTON BODY SHOP INC Direction SSW Address 917 LAFAYETTE BLVD EPA 104 1N0016626210 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name RICK HAMILTON Contact Phone 219-2B9-6364 .tsInqcIam1rnemrnon1eumtmton.amm. No Campliance Infarmation Reported No RAATS Information Reported for thin Site UWtfsIImaitano.cB1i1IEtFImah6fct No Corrective Action Instrument Information for thin Site Map 104 Distance mi 0.073967 Name SCHAFER GEAR WORKS INC Direction ENE Address 814 MAIN ST EPA ID 1N0005226477 City State Zip SOUTH BEND IN 46624 Status SIC Code Unknown Land Type Unknown Contact Name STAN BLENKE Contact Phone 219.234-4116 nt5fth1am1inotaotIInIEiIETim1raemrootno No Compliance Information Reported No RAATS at onR fled for thin Site No Correctise Action Instrument Information for thin Site Map ID 4B Distance mi 0106094 Name ABN MOTOR CORP Direction NNW Address 765 LAFAYETTE BLVD EPA Of 1ND0017568B1 City State Zip SOUTH BEND IN 4661B Status SIC Code Unknown Land Type Unknown Contact Name JEFF NEWMAN Contact Phone 219-2B7-33B1 nt1sB1Tt1mIIc1flTB11enooomonen No Compliance Information Reported No for thin Site .t6rrcIscmaawIrtaactT.IFTFIte1nlnktSHa RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the RCRIS database by the RCRA TSD and Generators Data Facility and Compliance Information No Corrective Action Instrument Information for thin Site Mop IDTh 4C Distance mi 0.106094 Name BUILDING CO Direction NNW Address 766 LAFAYETTE ST EPA ID 1ND982646994 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name FREDERICK BAER Contact Phone 219-234-1001 No Compliance Information Reported NoRAATslnformatnonReported for this Site No Corrective Action Instrument Information for this Site Map ID 4D Distance mi 0.106094 Name ABN MOTOR CORP Direction NNW Address 765S LAFAYETTE EPA ID 1ND980903256 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name GEOFF NEWMAN Contact Phone 219-287-3381 .MfuBrBtlTmfAmFtiTnia1imoonaiimoUIorw No Compliance Information Reported Se ffirfumeasaaoiDTI1a1tItruuIu No Corrective Action Inntnament Information for this Site Map ID 5A Distance mn 0.108272 Name 2IOLKOWSKI CONSTRUCTION Direction SSW Address 1005 LAFAYETTE EPA ID 1ND984877597 City State Zip SOUTH BEND IN 46624 St at as SIC Codn Unknown Land Type Unknown Contact Name BEN ZIOLKOWSKI Contact Phone 219.287-1811 No Compliance Information Reported tfuW1a.lUsfuVutnnncnawtTmtIatesmm19m.emn ACRA Wastes and Waste Code Information previoosly reported by EcoSearch have been removed from the RCRIS database by the RCRA TSD and Generators Data Facility and Compliance Information No RAATS Information Reported for thin Site tttfsIsaaoansTlIS1EItkIhIo1rtMI No Corrective Action instrument Informetion for thin Site Map ID 6B Distance md 0.138936 Name SOUTH BEND LATHE Direction WSW Address 400W SAMPLE ST EPA 105 1ND005163738 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Private Land Contact Name ROBERT PFLUGNER Contact Phone 219-289-7711 No Compliance Information Reported tfsVsltttIttSItfsWflmmtwnlmr.rtsnairnmssTmmjaiIn No RAATS Information Reported for this Site ttfowaaaamr.eTaaIatwItUUIdmaUS.a No Corrective Action Instrument Information for this Site Map ID Distaste mi 0.156030 Name MICHIANA TRANSMISSION Direction Address 902 MICHIGAN EPA lop 1NR000003434 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Private Land Contact Name CURT WOOLLEY Contact Phone 219-282-2806 No Compliance Information Reported moVa1mI0tMilaWaTtNTNrmrmrmata1tsfl.aras.mrureeas No RAATS Information Reported for thin Site No Corrective Action Inntrument Information for this Site Map lOp 11 Distance md 0.175470 Name SOUTH BEND TOY INC Dirnction Address 404 SAMPLE ST EPA 105 1ND980999544 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Private Lond Contact Name DAVID PINK Contact Phone 219289-9275 tsItqsswt 511 IclFtl51TsttlotaanToIt.Icl RCRA Wastes arid Waste Code Information preoiously reported by EctSearch hant been rnmsved from the RCRIS database by the USEPA RCRA TSD and Generators Data Facility and Compilance Information No Compliance Information Reported No RAATS Information Reported for thin Site RfcSnmvanrITOTIaSWIIIaISMsIII No Corrective Action Inntrument Informotion for this Site Map lOP 12B Ostance Irro 0.189317 Name ENYART ELECTRIC MTR SERVICE Deection Address 122 SAMPLE ST EPA lOP IND064717655 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name RICHARD HOLM Contact Phone 219-288-4731 flBfSrE1rmfarVIn1t1fn1tm1oaana...emc No Compliance Information Reported ifcYeIIauIna4msVomsmrnrrvu.sTa1Tm.laTWmTT.mmIIosn No RAATS Information Reported for this Site No Corrective Action Instrument Information for this Site Map IDP 19A Distance mu 0.402983 Name ENVIRONMENTAL SERVICES OF AMERICA-IN INC Direction WNW Address 604 SCOTT ST EPA lOP IND980590947 City State Zip SOUTH BEND IN 46601 Status SIC Code 2869 Land Type Private Land Contact Name JAMES IUIPERS Contact Phase 219234-O441 rtRroarmrsmnrraItatc1m1srnnoa.msrn..mn RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed Irate the vcvis database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information EVALUATIONS Ecal 871130001 Agency State Enaluacon Date 11/30/87 Evel 880126002 Agency State Eneluanon Date 01/26/88 EvA 880331004 Agency State Evoltaecon Date 03/31/88 EuaI 880929006 Agency State EualoaUan Date 09/29/88 Ecal 890103008 Agency State Eveluaton Date 01/03/89 Eval 890928011 Agency State Evaluacon Date 09/28/89 Eval 900330012 Agency State Evaluacon Date 03/30/90 Enal 900524013 Agency State Ecalaation Date 05/24/90 Dual 900724015 Agency State Enalnannn Date 07/24/90 Eval 900928016 Agency State Eualuaton Date 09/28/90 Ecel 910131018 Agency State Ecaluacnn Date-01/31/91 Ecal 910327019 Agency State EcaluaEon Date 03/27/91 Eval 910814022 Agency State Ecalueeon Date 08/14/91 Ecel 910926026 Agency EPA Pereennel Ecaluacon Deee 09/26/91 Enel 920220028 Agency State Evaluation Date 02/20/92 Enal 920813031 Agency State Enaleanen Date 08/13/92 Eual 930203032 Agency State Ecaluecon Date 02/03/93 EuaI 930728036 Agency State Ecaluetnn Date 07/28/93 Ecal 931209001 Agency EPA Centracter Eneluecen Date 12/09/93 EyeI 931217034 Agenny State Ecelcahon Date 12/17/93 Evel 940204035 Agency State Eualuecen Date 02/04/94 EvA 940829037 Agency State EculueEen Date-08/29/94 End 941201042 Agency State EnalueEen Date 12/01/94 Ecal 941201043 Agency State Eneluacen Date 12/01/94 EueI 950216045 Agency State EveluaSan Date 02/1 6/95 Ecel 950609047 Agency State Eceloacen Date 06/09/95 VIOLATIONS VoI C-1ND980590947S0069 Velannn Type TSD Other Requirennent Actual Resslucen Date 06/12/95 Vnl 1ND98059094750068 Vnluccn Type TSD Other Requirement Actcal Resoluhnn Date 06/12/95 Vnl INO980590947S0067 Vnlecon Type TSD Other Requiremeet Annual RnseluEon Date 03/10/95 Vnl 1N0980590947S0066 Violanon Type TSD Other Requirement Actual ResoluRen Date 03/10/95 Vnl 1ND980590947S0063 VolaEan Type TSD Land Ben Requirements Actual Rneelatnn Date 08/09/94 Vnl 1ND980590847S0062 Vnlepnc Type TSD Other Requirement Actual Rocol000n Date 08/09/94 VnI 1ND980590947S0061 VelaEen Type TSD Other Requirement Actual Resolutnn Data 08/09/94 ycI 1N098059094750060 Vielaton Type TSD Other Requirement Actual Resoluton Date 08/09/94 Vol 1NO98059094750059 Vnrlatlcn Type TSD Other Requiremeet Actual Rnsoluean Date 08/09/94 Vol 1ND980590947S0058 ViolaOon Type Generator Any Requirements Actual ReenluEnn Date-08/09/94 Vol 1ND980590947S0057 Vielapon Type TSD Other Requirement Actual Resolaton Data 04/08/94 Vol IND980590947S0056 Violuton Type Generator Any Requirements Actual Resalation Date 04/08/94 Vol 1ND980590947S0055 Violates Type TSD Other Requirement Actual Resalution Data 03/15/94 Vol 1ND980590947S0054 VolaEon Type TSO Other Requirement Actual Resolution Date 03/15/94 Vol 1ND980590947S0053 Velacon Typn Generator Any Requirements Actual gesolutos Date 03/1 5/94 Vol 1N0980590947S0051 Valetun Typa Generator Any Requirements Actual Resolution Date 04/05/95 Vol 1NO980590947S0050 Veluton Type Generator Any Requirementn Actual Roselunon Date-04/05/95 Vol 1ND980590947S0049 Violagon Type TSD Lend Ben Requirements Actual Anueloton Date-04/05/95 Vol 1ND980590947S0048 Volaeon Type Generator Any Requirements Actual Resolution Date 04/05/95 Vul 1ND980590947S0047 Vielaton Type TSD Other Requirement Actuol ResolutIon Date 04/05/95 VIcI 1ND980590947S0046 Volatnn Type Generator Any Requirements Actual Resoluten Date 04/05/95 VinI 1N0980590947S0045 ViolatIon Type TSD Other Requieemaet Actual ResolutIon Date 04/05/95 Vnl 1N0980590947S0044 Violation Type TSD Other Requirement Actual Reseluton Date 04/05/95 VInI 1ND980590947S0043 ViolatIon Type Generator Any Requirements Actual Resolunnn Date-04/05195 Vol 1ND980590947S0041 VolaEon Type TSO Other Requirement Actual Rnsuiuton Date 04105/95 Vol 1ND980590947S0039 Violecon Type TSD Other Requirement Actual Rauoluten Date 04105/95 Vol 1N0980590947S0033 Volaton Typa Generator Any Requirements Actual Resolutne Date 05/12/92 Vol 1N0980590947S0029 Volaton Type ISO Other Requirement Actual Rasoluton Date 01/14193 Vol 1ND980590947S0028 Vnlayon Type TSO Other Requirement Actual ResolutIon Data 01114/93 Vol 1ND98059094750026 Valacot Typo Generator Any Requirements Actual Rasaluton Data 02/17/94 Vol 1NO98059094750021 Vulaton Type ISO Othar Requirement Actual Rasolutan Data 02/17/94 Vnl 1NO980590947S0016 yiolatun Type TSD Other Requirement Actual Resolutoe Date 02/17/94 Vol 1ND980590947S0014 VoleEon Typa ISO Financial Responsibility Requirements Actual Reseluten Date 05/02/94 1101 1ND980590947S0013 Velacun Type TSD -Other Requirement Actual ResolutIon Date 05/02/94 Vol 1NO980590947S001 Volnton Type-ISO Other Requirement Actual ResolutIon Data 05102194 Vul 1ND980590947S0010 ylolaton Typa TSD Land Ben Requirements Actual ResolutIon Date 02/28/90 Vol 1N0980590947S0009 Vlnleelon Type Generator Land Ban Requirement Actual ReseluEoe Data 02128/9D Vol C-1ND98059094750008 VIolatIon Type TSD Lend Ban Requirements Actual ResolutIon Dale 05/30/89 Vol INO98059094750007 VIolatIon Typo Generator Land Ben Requirement Actual ResolutIon Date 05/30/89 Vol 1N0980590947S0006 VIoleton Type-ISO Land Ban Requirements Actuel Resolucun Date 03/28/89 Vol 1N0980590947S0005 Voleton Type Generator Land Ban Requirement Actual ResolutIon Data 03/28/89 VInI 1ND98059O947S0004 VulaEyn Type TSD Land Ban Requirements Actual ResolutIon Date 03/28/89 Vcl 1NO980590947S0003 Volaton Type Generator Land Ban Requirement Actual 03/28189 Vol 1NO98D5909475D002 Volaton Typo TSO -Financial Responsibility Requirements Actual D4/12/88 RCRA Wastes and Waste Code Information preyiously reported by EcnSeanth bane been renionnd from the RCRIS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information Vol 1NO980590947S0001 VoIoton TyPe TSD Financial Responsibility Requirements Actual RenolcOon Date 04112/88 Viol 1N0980590947E0002 Volaton Type Generator Land Ban Requirement Actual Resoluton Date 02/28/94 Viol 1ND980590947E0001 Violaton Type Generator Any Requirements Actual yenolocon Date 11/18/92 ENFORCEMENTS Eni 871215001 Agency State Type Wntten Informal Datn 12/15/87 Ent 880128002 Agency State Type Written Informal Date 01/28/88 En 890217003 Agency SPA Type Written Informal Date 02/17/89 Ent 890315005 Agency EPA Type Written Informal Dote 03/16/89 Ent 900103006 Agency EPA Type Written Informal Date 01/03/90 tnt 910104007 Agency State Type Written Informal Dote 01/04191 tnt 910502012 Agency State Type Written Informal Date 05/02191 tnt 910926009 Agency EPA Tyye Initial 3008Ia Compliance Order Data 09/26191 tnt 920121011 Agency State Type Initial 3008a Compliance Order Date 01/21/92 tnt 920316013 Agency State Type Written Informal Date 03116/92 Ent 920616014 Agency State lype Written Informel Date 06/16/92 tnt 921118008 Agency EPA Type Final 3008a Compliance Order Date 11118/92 Ent 930430015 Agency State Typo Written Informal Date 04130/93 tnt 940111017 Agency State Type Written Informal Date 01111194 EnI 940120016 Agency State Type Initial 3008a Compliance Order Dote 01/20/94 EdO 940201018 Agency Stage Type Written Informal Dote 02101/94 EnI 940210010 Agency EPA Type Written Informal Date 02/10194 EnI 940301019 Agency State Type Written Informal Date 03/01 194 Ent 940517020 Agency State Type Initial 3008el Compliance Order Date 06/17/94 Ent 941202021 Agency State Type Written Informal Date 12/02194 Ent 950327022 Agency State Type Written Informal Date 03127/95 tME1IIIIlRtftwumregtmmw1wzcTaa9TT.aeratme.tTmtgmIIne No RAATS Information Reported for this Site Actorc ID 3065 lsnna Date 9/26/1991 Facility Tyye Prinately held facility Faclity ID IND980590947 Final Date 11/18/1992 Actnc Type 3008Ia Compliance Order Docket NumberV-W-91 R-17 Final Penalty Amount 13000.00 Total Proposed Penalty 22800.00 No Corractine Action Instrument Information for this Site Event Date Event Description Reported Status 10/4/90 RFA Completed EPA RCRA 1/22/93 Determination of need for an RPI EPA RCRA RH coat neeseesry 3/31/94 Correctina Action Prioritization EPA RCRA Medics Pterte ACRA Wastes avd Waste Cede lvicrrvntvv prevvuulv rnpcrtnd by EcvSnarch hove beev rneovnd frov the RCRIS dutabose by the USEPA SSTS Data Section Seven Tracking System Data Pesticide Producers Map ID 15 Distance mi 0.260593 Name SINTON SUPPLY COMPANY INC Direction Address 204 SAMPLE ST City State Zip SOUTH BEND IN 46601 Agency ID Code 0367391N 00105 Owner Address 204 SAMPLE ST City State Zip SOUTH SEND IN 4B618 Year Reported Pesticide Product Name 1989 SINCO SUPER SHOK 1990 SINCO SUPER SHOK Map ID 29 Distance mi 0.952441 Name WATCON INC Direction Address 2215 MAIN ST City State Zip SOUTH BEND IN 46613 Agency ID Code 013812IN 00105 Owner Address P.O BOX 2829 City State Zip SOUTHBEND IN 46680 Year Reported Pesticide Product Name 1989 WATCON 1478 1989 WATCON 1213 1989 WATCON 1279 1989 WATCON 1479 1989 TERR-O-CIDE 15 1989 WATCON 1278 1990 WATCON 1279 1990 WATCON 1478 1990 WATCON 1479 1990 WATCON 1278 1990 WATCON 1223 1990 WATCON 1213 1991 WATCON 1479 1991 WATCON 1213 1991 WATCON 1223 1991 WATCON 1278 1991 WATCON 1279 1991 WATCON 1375 1991 WATCON 1374 1991 WATCON 1478 Indiana SCL Data Indiana State Cleanup List Map 05 4E Distance neil 0.10609 Direction NNW Name AVANTI MOTOR CORP Address 768 LAFAYETTE BLVD Agency ID 0000020 City State Zip SOUTH BEND IN 46601 Type of Site State Cleanup Site ISite Assigementsl County ST JOSEPH Project Manager/Info COMPLETED Chemist Not Reported Geologist Not Reported On Commissioners Bulletin Yes Score Indiana Scoring Model 28.28 Scoring Date 6122/92 Map 105 27B Distance roil 0.47690 Direction SW Name ALLIED PRODUCTS Address Agency ID 6960801 City State Zip SOUTH BEND IN Type of Site Voluneary Cleanup Site County ST JOSEPH Project Manager/jots ED JONISKAN Chemist Not Reported Geolonut Not Reported On Commissioners Bulletin No Score Indiana Scoring Model N/A Scoring Date Map 109 27D Distance mil 0.47690 Direction SW Name ALLIED SIGNAL CORP Address Agency ID COMM14 City State Zip SOUTH BEND IN Type of Site On the Commissioners Bulletin 0niy County ST JOSEPH Project Mnrnager/Info Not Reported Chemist Nor Reported Geologist Not Reported On Commissioners 85 lenin Yes Score Indiana Scoring Model 41.75 Scoring Date 5/15/92 Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 9B Distance roil 0.17021 Name SHOUP BUSES INC Direction NNE Address 716 MAIN ST Agency ID 9311537 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Volsntary Data Entry Date 11129/93 Revision Date 11/29/93 Media Affected Soil Comments SBAAA Map ID 13C Distance rni 0.23097 Name CITY OF SOUTH BEND PROPERTY Direction SEE Address 1130 MAIN ST Agency ID 9303524 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUST Disposition Active Dispositios Date Not Reported Priority Low Initiated By Volantery Data Eotry Date 03/11/93 Revision Date 03/11/93 Media Affected Soil Comments SBBAA Map lD 3D Distance roi/0.23057 Name JERRYS.U.SERVE IFORMER Direction SSE Address 1130 MAIN ST Agency ID 9302529 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 02/23/93 Revision Date 02/23/93 Media Affected Soil Comments 5BAAA Map IDE 14B Distance roil 0.24198 Name MICHIGAN HAUL CENTER VACANT Direction SE Address 1120 MICHIGAN ST Agency ID 9605525 City State Zip SOUTH BEND IN 46601 Substance Released Gasoline Disposition No Further Acgion Disposition Date 08/30/96 Priority Low Initiated By Voluntary Data Entry Date 05/28/96 Renision Date 08/30/96 Media Affected Soil Comments Removed USTs\overeocavated 33 cb ydsTPH 20 ppm Map IDE 16 Distance mi 0.30635 Name ALTMAN FAMILY TRUST Direction NE Address 613 MICHIGAN ST Agency ID 9311523 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reperted Priority Low Initiated By Voluntary Date Entry Date 11/16/93 Revision Date 02/03/97 Media Affected Soil Comments 6BBAA Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 17A Distance Imil 0.34958 Name MUNICIPAL SERVICE FACILITY Direction Address 701 SAMPLE Agency ID 9705501 City State Zip SOUTH BEND IN 46625 Substance Released Diesel Disposition Active Disposition Date 05/02/97 Priority Medium Initiated By Voluntary Data Entry Date 05102/97 Revision Date 05/02/97 Media Affected Soil Groundwater Comments Map ID 17B Distance mO 0.34958 Name MUNICIPAL SERVICE FACILITY Direction Address 701 SAMPLE Agency ID 9510547 City State Zip SOUTH BEND IN 46625 Substance Released Other Disposition Active Disposition Date 10/31/95 Priority Low Initiated By Voluntary Data Entry Date 12118/95 Revision Date 12/18/95 Media Affected Soil Comments Map ID 18 Distance mi 0.39804 Name OLDFORT BUILDING SUPPLY Direction SSE Address 1401 MAIN ST Agency ID 9102511 City State Zip SOUTH BEND IN 46613 Substance Releosed Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 02/15/91 Revision Date 02/1 5/91 Media Affected Soil Comments Map ID 20 Distance mi 0.40753 Name UNITED PARCEL SERVICE Direction WNW Address 607 SCOTT ST Agency ID 9101531 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUST Disposition Discontinued Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 01/25/91 Revision Date 01/25/91 Media Affected Soil Comments 5BAAA OVER-EXCAVATION COMPLETED Map IDE 21 Distance mi 0.41173 Name ECKLER LEHAY LUMBER CO Direction SSW Address 1406 FRANKLIN ST Agency ID 9404513 City State Zip SOUTH BEND IN 46613 Substance Released Petroleum ILUSTI Disposition Actiee Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 0413/94 Revision Date 04/1 3/94 Media Aflected Soil Comments 5BAAA BOTTOM TPH SAMPLES AT 1320 AND 1290 SIDE 20 Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map 1Db 22 Distance mi 0.45767 Name RAITT CORPORATION Direction Address 816w SAMPLE ST Agency ID 9009591 City State Zip SOUTH SEND IN 46601 Substance Released Petroleans LUST Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 10/23190 Revisits Date 10/23/90 Media Affected Soil Comments Map lOb 23 Distance mu 0.46849 Name MURRAY HERMAN PROPERTY/AMOCO Direction Address 511 EDDY ST Agency ID 9408543 City State Zip SOUTH BEND IN 46615 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Volantary Data Entry Date 11/15/94 Revision Date 11/15/94 Media Affected Soil Comments Map lOb 24 Distance mi 0.47291 Name AMERICAN HILIFT COMPANY Direction Address 828 KERR ST Agency ID 9304092 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUSh Disposition Active Disposition Date Nat Reported Priority Low Initiated By Voluntary Data Entry Date 06/16/93 Revision Date 06116/93 Media Affected Soil Comments SBAAA Map ID 25 Distance mu 0.47407 Name GATES CHEVY WORLD Direction Address 333 WESTERN AVE Agency ID 9010566 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition No Purther Action Disposition Date 08112/96 Priority Low Initiated By Volantary Data Entry Date 05/13/91 Revision Date 08/12/96 Media Affected Soil Comments liSts removedlTPH below objective levels Map 1Db 26 Distance mO 0.47523 Name SOUTH BEND POST OFFICE Direction NNE Address 424 MICHIGAN ST Agency ID 9112506 City State Zip SOUTH BEND IN 46624 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Low Initiated By Volantory Data Entry Date 01/08192 Revision Date 0108/92 Media Affected Soil Comments 5BBAA -- Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map 105 27A Distance mu 0.41690 Nurse ALLIED PRODUCTS Direction SW Address eoi BROADWAY ST Agency ID 9008539 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Disposition No Further Action Disposition Date 01/22/96 Priority Low Initiated By Voluntary Data Entry Date 11/09/90 Revision Date 01/29/97 Media Affected Soil Comments one tank removed/all below objectives Map ID 27C Distance v-cl 0.47690 Name ALLIED PRODUCTS CORPORATION Direction SW Address 601 BROADWAY ST Agency ID 9012535 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUSTI Disposition No Further Action Disposition Date 07125/96 Priority Low Initiated By Voluntary Data Entry Date 12/14/90 Revision Date 01129/97 Media Affected Soil Comments Voluntary clean op/remediation effectivel TPHobjective Map ID 28 Distance mu 0.49239 Name HARMON GLASS COMPANY Direction NNW Address 502 WESTERN AVE Agency ID 9308501 City State Zip SOUTH BEND IN 46601 Ssbstance Released Petroleum LUST Disposition Active Disposition Date Not Reported Priority Lam Initiated By Voluntary Data Entry Date 0803193 Revision Date 08103/93 Media Affected Soil Comments 5BAAA Indiana UST Data Indiana Registered Underground Storage Tank Data Map lD Distance Cmi 0.08688 Agency ID 5111 Direction ESE Owner OLINGER DISTRIBUTING COMPANY INC Name OLINGER DISTRIBUTING CO INC Owner Address 5337 7BTH ST Address 922 MAIN ST City State Zip INDIANAPOLIS IN 46268 City State Zip SOUTH BEND IN 46634 Phone 317-876-1188 Status Permanently Out of Sersice Installed Not Reported Capacity 6000 Composition Steel Closed 04-29-94 Closure Status Replace Substance Diesel Last Used Not Reported Map ID 5B Distance Cmi 0.10827 Agency ID 11335 Direction SSW Owner ZIOLKOWSKI CONST Name ZIOLKOWSKI CONST Owner Address 1005 LAFAYETTE BLVD Addrnss 1005 LAFAYETTE BLVD City State Zip SOUTH BEND IN 46624 City State Zip SOUTH BEND IN 46624 Phone 219-287-1811 Status Permanently Out of Service Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closure Status No Status Substance Diesel Lost Used Not Reported Status Permanently Out of Sernice Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closure Status No Status Substayce Gasoline Last Used Not Reported Map ID 6A Distance Cmii 0.13894 Agency ID 378 Direction WSW Owner SOUTH BEND LATHE Name SOUTH BEND LATHE Owner Address 400 SAMPLE ST Address 400 SAMPLE ST City State Zip SOUTH BEND IN 46625 City State Zip SOUTH BEND IN 46625 Phone 219-289-7771 Status Currently Is Use Installed Not Reported Capacity 6000 Composition Unknown Closed Not Reported Closure Status No Status Substance Used Oil Last Used Not Reported Status Currently In Use Installed Not Reported Capacity 8000 Composition Unknown Closed Not Reported Closure Status No Statuu Substance Other Last Used Not Reported Status Unregulated Installed Not Reported Capacity 1500 Cumpusition Unknown Closed Not Reported Closure Status No Status Substance Unknown Last Used Not Reported Status Unregulated Installed Not Reported Capacity 8000 Composition Unknown Closed Not Reported Closure Status No Status Substance Unknown Last Used Not Reported Status Unregulated Installed Not Reported Capacity 5000 Composition Unknown Closed Not Reported Closure Status No Status Substance Unknown Last Used Not Reported Map ID Distance lwil 0.14146 Agency ID 18512 Direction SSE Owner CITY OF SOUTH BEND Name CITY OF SOUTH BEND Owner Address 1308 COUNTY CITY BLDG Address 225 0ARST ST City State Zip SOUTH BEND IN 46601 City State Zip SOUTH BEND IN 46601 Phone 219-235-9251 Status Permanently Oat of Service Installed Not Reported Capacity 10000 Composition Steel Clused 02-01.93 Closure Status Unknown Substance Gasoline Last Used 12-01-92 Status Permanently Out of Sernice Installed Not Reported Capacity 10000 Composition Steel Closed 02-01-93 Closure Status Unknown Substance Gasoline Last Used 12-01-92 Indiana UST Data Indiana Registered Underground Storage Tank Data Map ID 9A Distance mu 017021 Agency ID 1a76e Direction NNE Owner JOHN SHOUP Nurse JOHN SHOUP Owner Address 202 WINSLOW Address 716 MAIN ST City State Zip MIDDLEBURY IN 46540 City State Zip SOUTH BEND IN 46601 Phone 219-825-9405 Status Permanently Out of Sernice Installed Not Reported Capacity Not Reported Compasition Unknown Closed 10-30-93 Closure Status Replace Substance Dienel Last Used Not Reported Slatss Permanently Out of Service Installed Not Reported Capacity Not Reported Composition Unknown Closed 10-30-93 Closure Status-Replace Substance Keresene Last Used Not Reported Map lD 10 Distance Iwil 0.17532 Agency ID 12487 Direction NNE Owner PETER NEMETH Nurse PETER NEMETH Owner Address 1220 EATON DR Address 711 MAIN ST City State Zip SOUTH BEND IN 46614 City State Zip SOUTH BEND IN 46618 Phone 219-288-4661 Status Currently In Une Installed Not Reported Capacity 2000 Composition Unknown Closed Not Reported Closure Status No Status Substance Gasoline Last Usnd Not Reported Map lOb 12A Distance Imil 0.18932 Agency ID 16719 Direction Owner ENYART ELECTRIC MOTOR SERVICE Name EFJYART ELECTRIC MOTOR SERVICE Owner Address 122 SAMPLE ST Address 122 SAMPLE ST City State Zip SOUTH BEND IN 46618 Cily State Zip SOUTH BEND IN 46618 Phase 219-288-4732 Status Permanently Out of Service Installed Not Reported Capacity 6000 Composition Steel Closed Not Reported Closure Status No Status Substance Unknown Last Used 12-01-89 Map lOb 13A Distance Imil 0.23087 Agency ID 18511 Direction SSE Owner CITY OF SOUTH BEND Name CITY OF SOUTH BEND Owner Address 1308 COUNTY CITY BLDG Address 1130 MAIN ST City State Zip SOUTH BEND IN 46601 City State Zip SOUTH BEND IN 46614 Phone 219.235.9251 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 02-01 -93 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permenentlp Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 02-01 -93 Clasure Status Replace Substance Gasoline Last Used Ngt Reported Map IOU 13B Distance Iwil 0.23087 Agency ID 11905 Direction SSE Owner HOMER BAIRD Name JERRYS-U-SERV INC Owner Address 2627 LAKE SHORE DR Address 1130 MAIN ST City State Zip NILES Ml 49120 City State Zip SOUTH BEND IN 46618 Phone 616-686-3014 Status Permanently Out of Service Installed Not Reported Capacity Not Reported Composition Steel Closed 05-01-92 Closure Status Replace Substance Gasoline Last Used Not Reported Slatus Permanently Out of Service Installed Not Reported Capacity Not Reported Cowpositian Steel Closed 05-01-92 Closure StaSis Replace Substance Gasoline Last Used Not Reported Map IOU 14A Distance Iwil 0.24198 Agency ID 6868 Direction SE Owner CITY OF SOUTH BEND ECON DEVMT Nowe MICHIGAN HAUL CENTER VACANT Owner Address 1200 COUNTY CITY BUILDING Address 1120 MICHIGAN City State Zip SOUTH BEND IN 46601 City Sturn Zip SOUTH BEND IN 46601 Phone 219-284-9335 Indiana UST Data Indiana Registered Underground Storage Tank Data Status Permanently Out of Service Installed Not Reported Capacity 6000 Composition Steel Closed 09-26-89 Closure Status Replace Substance Gasoline Last Used 08-01-89 Status Permanently Out of Service Installed Not Reported Capacity 1000 Composition Steel Closed 09-26-89 Closure Status Replace Substance Used Oil Last Used 08-01-89 Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steel Closed 09-26-89 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 2000 Composition Steel Closed 09.26-89 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 2000 Composition Steel Cloned 09-26-89 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 4000 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported Status Unregulated Installed Not Reported Capacity 1500 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported 10 Stutus Permanently Out of Service Installed Not Reported Capacity 1000 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported 11 Status Permanently Out of Service Installed Not Reported Capacity 1000 Composition Steel Closed 05-23-96 Closure Status Replace Substance Other Last Used Not Reported Unmappable Sites limitation of many records of governmental databases is incomplete or incorrect address information Without proper addresses it is more difficult to locate and map these sites Instead of leaving these potentially important sites out of the EcoSearch report we implement painstaking manual geocoding strategy aimed at plotting these unmappable sites by looking at zip codes city names and county names identified with the radius around your study site The zip codes cities and counties searched are identified on the EcoSearch Statistical Overview page Our sophisticated mapping software enhanced TIGER street maps and address correction database processing methods find and plot most environmental sites We then perform manual geocoding plotting those sites the computer fails to find using variety of resources These include using our in-house collection of paper maps directories cross-referencing database information and calling post offices local government or the sites themselves to accurately locate environmental records We also correct obvious TIGER Street map errors and omissions This effort at manual geocoding results in short or non-existant orphan/unmappable list and increases accuracy and reliability of the data in our reports We have elected not to computerize this part of our report due to the importance of presenting all data as completely and accurately as humanly possible When this function is computerized it is impossible to produce report as accurate as one where manual geocoding has taken place The limited number of sites which could not be reasonably found through our geocoding strategy are presented in this section for further review to assess their impact on your study site To serve our clients we offer the free service of researching any unmappable Site that you feel you would like more information about To do this give us call with the database and agency ID number found in the first and second columns of the unmappable section We will then phone send or fax you the detailed data for that site EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Unmappable Sites Database Agency ID Site Name and Address UST 965 SOUTH BEND CO Indiana Underground Storage Tank NO LOCATION ADDRESS GIVEN SAINT JOSEPH SOUTH BEND IN SCL 7100081 DUNPHY PROPERTY Indiana State Cleanap List Site SAINT JOSEPH SOUTH BEND IN EcoSearch Report ID 1226-1 01 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Radon Risk Map for Indiana _____.p $J __ij B.ntm ____ ___.I i/.14J we..1Usene LI V7FO.O ____ Under 5% Not Sampled SOURCE EPA Map for Radon Zones Indiana September 1993 The data is based on the State/EPA Residential Radon Survey which was conducted in Indiana during the winters of 1987-88 This map shows the percentage of homes in each county registering over pCilL Ipicocuries per liter radon concentration For additional information on this survey consult the next page Notn The information provided on this map is subject to the disclaimer on the first page This map is NOT intended to determine if property in given county should be tested for radon Proportion with elevated levels of radon have been found in all counties If or when radon is concern all properties should be tested regardless of the county designation EPA Residential Radon Survey for Indiana srnnis Homes over 4pCi/L Homes over 2OpCi/L Homes ones 4pCi/L Homes over 2OpCi/L Size Number Percentage Number Percentage c2ifoJ Size Number Percentage Number Percentage Adams 14 35.71%0.00%Posey 16.67%0.00% Allen 169 29 17.16%1.18%Pulaski 0.00%0.00% Bartholomew 28 16 57.14%0.00%Putnam 0.00%0.00% Bentos 50.00%0.00%Randolph 55.56%0.00% 0.00%0.00%Ripley 0.00%0.00% Boone 55.56%0.00%Rush 0.00%0.00% Brown 33.33%0.00%Scott 21 9.52%0.00% Carroll 28.57%0.00%Shelby 42.86%0.00% Cass 50.00%0.00%Spencer 11 9.09%0.00% Clark 92 17 18.48%1.09%St Joseph 114 30 26.32%1.75% Clay 25.00%0.00%Starke 0.00%0.00% Clinton 28.57%0.00%Steuben 13 69.23%0.00% 0.00%0.00%Sullivan 12 8.33%0.00% Daviess 20.00%0.00%Switzerland 0.00%0.00% Dc KaIb 21 12 57.14%0.00%Tippecanne 39 19 48.72%5.13% Dearborn 16.67%0.00%Tipton 20.00%0.00% Decatur 20.00%0.00%Union 0.00%0.00% Delaware 16 25.00%0.00%Vanderburgh 32 18.75%0.00% Dubois 0.00%0.00%Vermillion 50.00%12.50% Elkhart 76 31 40.79%0.00%Vigo 34 15 44.12%2.94% Fayette 50.00%0.00%Wabash 15 60.00%0.00% Floyd 32 25.00%0.00%Warren 25.00%25.00% Fountain 13 46.15%23.08%Warrick 21 4.76%0.00% Franklin 0.00%0.00%Washington 10 30.00%0.00% Pulton 22.22%0.00%Wayne 18 12 66.67%5.56% Gibson 16 12.50%0.00%Wetls 14.29%0.00% Grant 13 53.85%7.69%White 16 12.50%0.00% Greene 16 0.00%0.00%Whrtley 23 10 43.48%0.00% Hamilton 23 26.09%0.00% Hancock 12.50%0.00% Harrison 19 42.11%10.53% Hendricks 22 13.64%0.00% Henry 11 27.27%0.00% Howard 22 31 .82%0.00% Huntington 13 7.69%0.00% Jackson 14.29%0.00% Jasper 11 0.00%0.00% Jay 40.00%0.00% Jefferson 16 18.75%0.00% Jennings 19 10.53%0.00% Johnson 34 10 29.41%0.00% Knon 44.44%0.00% Kosciusko 30 18 60.00%3.33% La Porte 66 21 31 .82%3.03% Lagrange 55.56%11.11% lake 125 2.40%0.00% Lawrence 28 17.86%3.57% Madison 27 10 37.04%0.00% Marion 115 43 37.39%2.61 Marshall 0.00%0.00% Martw 0.00%0.00% Miawi 28 15 53.57%3.57% Monron 30 30.00%3.33% Montgomery 21 11 52.38%0.00% Morgan 42.86%0.00% Newton 12 33.33%0.00% Noble 20 10 50.00%0.00% Ohio 0.00%0.00% Orange 11 36.36%9.09% Owen 20.00%0.00% Parke 0.00%0.00% Ferry 0.00%0.00% Pike 0.00%0.00% Porter 84 16 19.05%0.00% souRcE EPA Map of Radon Zones Indiana lSepternber 19931 this EPA/State soroen was canducted in Indiana during the winters of 1986.88 Cost .9B9 hnmeS were tested wirh short-term 12.7 day charcoal canisters placed in rhe lowost livable area of the home These tests determine the radon onnoentratise measured in pCi/I lpicncuries per liter The acetate measurement in the U.S is between end pCi/L The EPA has established the guideline of pCi/I as en eIevated indoor radon leve NOTE The sample sic in ssch county may not be sufficient fs shnw statistical significenoe This information is NOT intended to determine if property in giver county should be tested or radon If or when red on isessnoern all properties should be tested regardless of the county statistics Environmental Glossary Acid Chronic Effect Environmental Assessment large class of substances having pH less An adverse effect on human or animal body The measurement or prediction of the than seven An acid waste is considered with symptoms which develop slowly over transport dispersion and final location of hazardous when the pH is 2.0 or less long period of time or which reoccur hazardous substance when released into the frequently environment Acute Effect An adverse effect on human or animal body Chronic Exposure Environmental Emergencies with severe symptoms developing rapidly and Low doses repeatedly received by the body Incidents involving the release br potential coming quickly to crisis over long period of time releasel of hazardous materials into the environment which require immediate remedial Acute Exposure Combustible action dose that is delivered to the body in single term used by the NFPA DOT and others to runnt or in short period of time classify certain liquids that will burt on the Environmental Hazard basis of flash points Both the NFPA and DOT condition capable of posing risk of osnosurn Aerobic generally define combustible liquids as to air water soil plants or wildlife Occurring in the presence of free oxygen having flash point of 100 For higher Exception Report Alkaline Concentration report that generators who transport waste substance with pH between and t4 The relative amount of substance when nffsite must submit if they do not receive An alkaline waste is considered hazardous combined or mined with other substances properly completed copy of their manifest whet its pH is t2.5 or greater within 45 days of the date en which the initial Contingency Plan transporter accepted the waste Ambient document setting out an erganized foisting conditins of air water and other planned and coordinated course of action Generator media at particular time be followed in case of fire or explosion or The person or facility who by nature or release of hazardous waste from TSD or ownership management or control is Anaerobic generators facility that could threaten human responsible for causing or allowing to be health or the environment IRCRAI caused the creation of hazardous waste Occurring in the absence of osygen Corrosive GlovebagAssessment As defined by DOT corrosive material is device used to remove section of pipe An analysis or examination liquid or solid that causes visible destruction insulation without isolating the entire spacn yr or irreversible alterations in human skin tissue room Background Environmental Sample at the site of contact or in the case of leakage Samples that are considered to contain no from its packaging liquid that has severe Groundwater Hydrology contaminants or known concentrations of corrosion rate on steel saud or liquid which The study of the movement of water below contaminantt exhibits these characteristics can be regulated tAn earths surface as hazardous waste Base Hazard substance which forms salt when reacted Decomposition circumstance or condition that can cause with an acid Bases have pH of greater than areakdomn of material or substance Iby heat harm Hazards are often categorized into tour seven chemioal reaction electrolysis decay or other groups biological chemical physical and processes into elements or simpler radiatiunBafferZonecompounds An area of land which surrounds hazardous Hazard Classes waste facility and on which certain land uses Decontamination series of nine descriptive terms that have and activities are restricted to protect the The process of removing contaminants from been established by the UN Committee of public health and safety and the environment individuals and equipment Experts to categorize the hazardous nature of from evisting or potential hazards caused by chemical physical and biological materials the mierafion of hazardous waste ICHSC Deep Well Injection These categories arm flammable liquids Sec 25t tOOl Disposal of wastes by infecting them into euplosives gases oxidizers radioactive geological formation deep in the ground materials corrosives flammable solids Carcinogen sometimes after pretreatment to avoid poisonous and infectious substances and substance or agent capable of causing yr solidification dangerous substances producing cancer in mammals EPA ID Number Hazardous Waste Caustics This unique number assigned by EPA to each Any material that is subfect to the hazard000 large class of substances which form generator transporter or TSD waste manifest requirements of the EPA solutions having high pH specified iv the CFR Title 40 Part 262 or Effluent would be subinct to these requirements in the Waste material either treated or untreated absence of an interim authorization to State nyder CFR Title 40 Part 123 Subpartdischargedintothe environment EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc fleany Metals Part Strict Liability Certain metallic elements having high The first part of two part application that Holds party responsible for damages density and generally toxic e.g lead silver must be submitted by TSD to receive Irrespective of the amount of care taken in mercury and arsenic permit It contains general facility handling hazardous substance information Immediate Removal Subtitle Actions undertaken to prevent or mitigate Part The part of RCRA which pertains to the immediate and significant risk of harm to The second part of two part application that management of hazardous waste human life or health or the environment As must be submitted by TSD to receive art forth in the National Contingency Plan permit It contains highly technical and Subtitle these actions shall be terminated after $1 detailed information The part of RCRA which pertains to the million has been obligated or six months have storage of petroleum products and ttuzardous elapned from the date of initial response Planned Removal substances other than wastes in USTs The removal of released hazardous substances Incident from the environment within non-immediate Superfund The release or potential release of hazardous long term time period Under CERCLA See CERCLA substance into the environment Actions intended to minimize increases in exposure such that rime and cost Synergistic Inert commitments are limited to sic months and/or The action of two materials together which is$1 millionExhibitingvs chemical activity totally greater in effect than the sum of the unreactive individuals actionsPoisonClass Innocent Land Owners Defense DOT tenm for extremely dangerous poisons TIGER Piles The defense of psrchaser of real property that is poisonous gases or liquids of such that he or she eoercioed due diligence in nature that very small amount of the gas or The US Census Bureaus TIGER files provide having hazards assessed prior to purchase vapor of the liquid mixed with air nationwide computerized map with address dangerous to life Some examples phosgene range information Interim Status cyanogen and hydrocyanic acid Tort Allows owners and oparatoru of TSD5 that Poison Class legal wrong sometimes referred to as one In existence or for which construction negligence had cxwmenced prior to November 19 1980 DOT term for liquid sslid paste or to continue to operate without permit after semisolid substances other than Class this date pending final issuance from RCRA poisons which are known to be toxic to man Toxicity as to hazard to health during The ability of substance to produce injury by Joint and Several Liability transportation non-mechanical means once it reaches susceptible site in or on the body Unden federal law each party that contributed Pollutant it damages may be held liable for all Wastes damages but each has the right to compel substance or mixture which after release ____________________________________________ hr others to contribute and indemnify into the environment and upon exposure to federal list of hazardous wastes which any organisms will or may reasonably be consists of substances deemed to be Liability anticipated to cause adverse effects in such hazardous for hazards other than acute organisms and their offspring hazards Being subject to legal action for ones behavior Priority Pollutants MSDS Material Safety Data Sheet list of chemicals selected from the list of toxic pollutants by the EPA as priority toxic Required by OSHA of owners to alert pollutants for regulation under the Clean nmployees to hazards their effect and Water Act protective action Remedial Actions Manifest Responses to releases of hazardous Foim which indicates generator quantity and substances on the NPL that are consistent type xf waste for each shipment of hazardous with permanent remedy which would wastes disposed in off-site facilities prevent or mitigate the migration of materials into the environment National Contingency Plan Policies and procedures that the Federal Risk Gouetnmerit follows in implementing The probability that an unwanted event will responses to incidents involving hazardous occursubstances Second RespondersWastes Those personnel required to assist or relieve lederal waste list comprised of substances first responders at hazardous material categorized as acutely hazardous incident due to their specialized knowledge equipment or experience These include State environmental protection or health officials commercial response cleanup cowpanies and appropriate industry representatives EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc --Adapted thom Lincoln Gruduxte Centrr 1993 Real Estate Lnviroiinicntol hcreeiirog hon Antonio Texas Acronyms and Abbreviations -AIRS Aerometrjc Information Retrieval System -AST Aboveground Storage Tank -ASTM American Society for Testing and Materials -BLM Bureau of Land Management -BNA Bureau of National Affairs -CAA Clean Air Act -CDC Centers for Disease Control -CERCLA Comprehensive Environmental Response Compensation and Liability Act of 1980 -CERCLIS CERCLA Information System -CICIS Chemicals in Commerce Information System -COE U.S Army Corps of Engineers -CWA Clean Water Act -DDT Dicholoro-diphenyl-dichioroethane -DOC Department of Commerce -DOCKET Enforcement Docket System--Office of Enforcement and Compliance Monitoring -DOE Department of Energy -DOT Department of Transportation -EPA Environmental Protection Agency -ERCS Emergency Response Cleanup Services -ERNS Emergency Response Notification System -ESA Environmental Site Assessment -FIFRA Federal Insecticide Fungicide and Rodenticide Act -FINDS Facility Index System -FOIA Freedom of Information Act -FWPCA Federal Water Pollution Control Act -HHS Department of Health and Human Services -HSWA Hazardous and Solid Waste Amendments of 1984 -HUD Department of Housing and Urban Development -LUST Leaking Underground Storage Tank -MSDS Material Safety Data Sheet -NEPA National Environment Policy Act -NESHAP National Emission Standards for Hazardous Air Pollutants -NFRAP No Further Remedial Action Planned Delisted CERCLA Site -NOl Notice of Intent -NOV Notice of Violation -NPDES National Pollution Discharge Elimination System -NPL National Priorities List -NRC Nuclear Regulatory Commission -NRIS Nuclear Regulatory Information System -OSHA Occupational Safety and Health Administration EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc Acronyms and Abbreviations -PADS PCB Activity Database System -PCB Polychiorinated Biphenyls -POTW Publicly-Owned Treatment Works -PPM Parts Per Million -PRP Potentially Responsible Parties -RAATS RCRA Administrative Action Tracking System -RCRA Resource Conservation and Recovery Act of 1976 -RCRIS Resource Conservation and Recovery Information System -RFA RCRA Facility Assessment -RFI RCRA Facility Investigation -RI Remedial Investigation ICERCLAI -SARA Superfund Amendments and Reauthorization Act of 1986 -SCS Soil Conservation Service -SDWA Safe Drinking Water Act -SETS Superfund Enforcement Tracking System -SSTS Section Seven Tracking System -SWF/LF Solid Waste Facilities Landfills -TIGER Topologically Integrated Geographic Encoding and Referencing System -TRI Toxic Release Inventory -TSCA Toxic Substances Control Act -TSD Treatment Storage or Disposal Facility -USDA U.S Department of Agriculture -USGS U.S Geological Survey -UST Underground Storage Tank -WWTP Wastewater Treatment Plant EcoSearch Report ID 1226-101 Environmental Date of Report December 16 1997 Resources Inc APPENDIX SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION RECEIVED WII1I .JTATE EANUP May 1995 SITE INVESTIGATION REPORT INDIANA VOLUNTARY REMEDIATION PROGRAM ALLIED PRODUCTS CORPORATION STAMPING FACILITY SOUTH BEND INDIANA Project No 8708 Prepared By Advanced Pollution Technologists Limited Mishawaka Indiana TABLE OF CONTENTS Description 1.0 INTRODUCrION 1.1 Report Organization 1.2 Site Location and History 1.2.1 Site Location 1.2.2 Site History 1.2.3 Site Documentation 2.0 SITE CLARACrERIzATION 2.1 Baseline Assessment 2.1.1 Baseline Ecological Assessment 2.1.2 Background Hydrogeological Assessment 2.2 Background Concentrations 2.3 Sampling Mcthodolo 2.3.1 SampleMatrices 2.3.2 Sample Locations 2.3.3 Investigation Methods 2.3.4 Sample Collection 2.4 Sample Analysis 2.5 Site Investigation Results 10 2.5.1 SoilSampleAnalysis Results 10 2.5.2 Groundwater Sample Analysis Results 13 2.5.3 Hydrogeologic Investigation Results 14 3.0 CONCLUSIONS 14 APPENDIX BORING LOGS APPENDIX CHAIN-OF-CUSTODY APPENDIX LABORATORY ANALYTICAL REPORTS LIST OF TABLES Iah1 Description Soil Analytical Data Summary for UST Closure TPH Soil Analytical Data Summary for UST Closure VOCs Soil Analytical Data Summary for UST Closure SVOCs Field Screening Photoionization Detector Sampling and Analysis Summary Sample Container Requirements Holding Times Preservation and Analytical Procedures Sampling and Analysis Summary-Sample Numbers Locations Analyses Soil Analytical Data Summary TPH Soil Analytical Data Summary-VOCs Soil Analytical Data Summary SVOCs 10 Groundwater Analytical Data Summary TPH 11 Groundwater Analytical Data Summary VOCs 12 Groundwater Analytical Data Summary SVOCs 13 Water Level Elevation Data Surficial Zone Ad anced ollutios Technololgisis Ltd -Environmental Consultants LIST OF FIGURES Eiziu flear.ription Site Location Map Site Map and Environs Water Supply Well Locations Underground Storage Tank Locations Monitoring Well and Soil Boring Location Map TPH Distribution in Soil North South Cross-Section A-A TPH Distribution in Soil Distribution of PCE in Soil North-South Cross-Section A-A PCE Impact in Soil 10 Total SVOC Distribution in Soil 11 TPH Distribution in Groundwater Shallow 12 TPH Distribution in Groundwater -Deep 13 North South Cross-Section A-A TPH Impacted Groundwater 14 PCE Distribution in Groundwater Shallow 15 PCE Distribution in Groundwater Deep 16 North South Cross-Section A-A PCE Impacted Groundwater 17 Total SVOC Distribution in Groundwater Shallow It Total SVOC Distribution in Groundwater Deep North-South Siratigraphic Cross-secuon A-A 20 East-West Stratzraphic Crcss-secian B-B VRP Site iaviaiiWa OIt AlicdPmducuC.qaffl Souih Iiiaiia Plie o19 1.0 INTRODUCTION This section presents background information pertinent to the site activities performed at the Allied Products Corporation Allied manufacturing facility located in South Bend Indiana These activities were performed during the period of June 1989 to May 1995 This section is organized as follows Report Organization Section 1.1 and Site Background Section 1.2 Allied retained Advanced Pollution Technologists Limited APT to perform site investigation regardxtg potential constituent releases associated with seventeen underground storage tank UST systems The investigation by APT performed during the period of December 1993 to May 1995 was preceded by the closure of thirteen USTs These closures were performed by Petroleum Equipment Inc PEI during June 1989 to October 1991 The remaining four USTs were removed by APT in March 1994 This document summarizes the scope of work and the results as5ociated with the site investigation performed by APT 1.1 REPORT ORGANIZATION This report is organized as follows Introduction Section 1.0 Site Characterization Section 2.0 and Conclusions Section 3.0 There are also thirteen tables twenty-one figures and three appendices associated with this report 1.2 SITE LOCATION AND IIISTORY This section presents information regarding the facility and the site history 1.2.1 Site Location The Allied South Bend Stamping facility is located at 601 West Broadway Street in South Bend Indiana Figure The facility is pant of the Studebaker corridor concentrated area of manufacturing and former manufacturing facilities located about mile southwest of the Central Business District of South Bend The facility property boundaries abut Franklin Street to the et1 and the Conrail Railroad to the south Figure The northern boundary is shared with South Bend Lathe and western boundary is shared with Underground Pipe and Valve The properties east of Franklin Street consist of undeveloped vacant lots residential area is located approximately I/S mile south of the facility Allied Products is the current facility owner The factlity manufactures automotive parts Automotive body parts such as bumpers fenders doors etc are manufactured using cold rolled steel which is cut to size and stamped to shape using large presses The facility consists of three Advanced Pollution Technololgists Ltd Esvironmeflial Consultants VRP Slit Iuvtodiado Rtpctt Allied Prodiecu Corporots Sooth Bead l.uaa Pttltf buildings the largest of which is the east building with approximately 444000 square feet under roof The west building has approximately 231000 square feet under roof The third and northernmost building has approximately 122000 square feet under roof The buildings are Type VI fire protection steel and concrete consuuction The site layout is presented in Figure Climatologically the facility is located in the temperate zone Maximum summer temperatures are typically in the 90 to 950 range and minimum winter temperatures are in the -15 to -20 range The South Bend Indiana area receives approximately 38 inches of precipitation annually source Water Resource Availability in the St Joseph River Basin Indiana The topography of the areasurrounding the facility is gently rolling to flat with general slope to the northeast toward the St Joseph River Surface runoff consists of sheetfiow which either exits the facility property along the northeast property boundary or is collected by storm sewers and discharged to the City of South Bend combined storm and sanitary sewer system The surface water body closest to thu facility is the Saint Joseph River which is approximately one mile northeast of the facility The drinking water in the area is supplied by the City of South Bend and is derived from groundwater sources The wells supplying the municipal system are screened between 90-200 feet below the ground surface The location of the nearest South Bend water supply wellfield is approximately one mile southwest of the facility Figure 1.2.2 Site History Allied retained PEI to close the seventeen underground storage tanks that were present at the South Bend facility tank farm consisting of ten USIa located between the three buildings of the facility was excavated and closed during November and December 1990 The tank farm consisted of six 10000-gallon tanks one 8000-gallon tank and three 12000-gallon tanks Figure Soil samples were collected during closure and tested for Total Petroleum Hydrocarbons TPH The analytical results indicated that no releases had occurred from this UST system Groundwater samples were not collected because groundwater was not encountered during the tank closure The tasks reportedly stored gasoline kerosene diesel and heating oil prior to their closures However the tanks may have been installed as early as the l920s in which case the tanks may have stored several constituents in their lifetime 5000-gallon UST which was reportedly used to store gasoline was located approximately midway along and outside the east wall of the west building Figure This UST was closed in June 1990 Soil samples were collected during cloture and tested for TPH The closure sample analytical results indicated that releases had occurred from this 1.1ST Impacted soils were overexcavated aad disposed Groundwater samples were not collected because groundwater was not encountered durin the tank closure 20000-gallon UST which reportedly stored heating oil prior to its closure was located at the northwest corner of the west building Figure In June 1991 the tank was closed by abandonment-in-place since large electrical transformer was located over portion of the tank Soil samples were collected during closure and analyzed for TPH The results of the analysis ndicated the presence of petroleum hydrocarbons in two samples One closurt sample contained TP-1 at concentration of 62 mg/kg and the second sample contained TPH at concentration of Advanced Pollution Technotolgisu Ltd .Envtronmental Consultants VRP Site I.visdgades Rjprt ACted Prducu Curidoi So.b Bud lidlas P.vJ@C mg/kg Groundwater samples were not collected because groundwater was not encountered during the tank closure In October 1991 10000-gallon tank located north of the east building was closed by removal Figure The tank reportedly had stored mineral spirits associated with painting operations and kerosene prior to the time of closure strong petroleum odor was detected in the surrounding soil during excavation activities TPH concentration of 6300 mg/kg was detected in soil sample collected from the excavated soil stockpiled from the excavation soil sample was collected four feet below the UST and analyzed for 1PM and VOCs The analytical results indicated IPH concentration of 31 mg/kg and l24-Trimethylbenzene concentration of 1052 ug/kg Since groundwater was not encountered during the tank closure groundwater samples were not collected The relative age and quantity of the release could not be accurately determined due to the age of the tank and the lack of adequate inventory records However 2264 cubic yards of impacted soil was required to be excavated before encountering the limits of the impact This soil was bioremediated and returned to the excavation site after the concentrations of constituents were below detection limits The final UST system consisting of four 4000-gallon tanks is located under the west wall of the west building preliminary assessment conducted by PEI consisting of single monitoring well installed near the tanks indicated that releases to the groundwater had occurred based on the detection of Tetrachloroethylene or Tetrachloroethene PCE in single groundwater sample collected from this well and analyzed for volatile organic compounds The apparent release was reported to IDEM by PEI and APT was retained by Allied to conduct site assessment These USTs were closed by APT in March 1994 Analysis of soil samples collected at the time of closure confirmed that PCE and TPH releases had occurred from this tank system The summary of these closure soil sample analyses can be found in Table through Table 1.2.3 Site Documentation summary of the previous work performed at the site described in Section 1.2.2 of this document is found in the following reports Underground Storane Tank Closure Report Allied Products Tank Farm Facility FE 1991 Underirround Storage Tank Closure Renon Allied Products 20.000 UIPEI 1991 Underoround Storage Tank Closure Renort FE 1991 2.0 SITE CHARACTERIZATION This section is organized as follows Baseline Assessment Section Background Concentrations Section 2.2 Sampling Methodology Section 2.3 Sample Analysis Section 2.4 and Advanced Pollution Technooigists Lid Envirosmcsul Consultants VRP Site I..e.dpso R.psi Allied PioducU CopeqP.a S.oik eod Shell P1514o Site Investigation Results Section 2.5 The Boring Logs for soil borings and monitoring wells drilled by APT are located in Appendix The Chain-of-Custody records are included in Appendix The laboratory analytical reports for samples collected by APT are included in Appendix 2.1 BASELINE ASSESSMENT Baseline ecological and hydrogeological assessments for this site are discussed below 2.1.1 Baseline Ecological Assessment The facility is located within the City of South Bend corporate limits in highly industrialized and commercialized urban area The surface topography is relatively flat and slightly sloping toward the northeast Surface runoff in the area is collected by the City of South Bend combined storm and sanitary sewer system The nearest surface water is the St Joseph River which is located approximately one mile northeast of the facility The groundwater flow is toward the northeast in the direction of the St Joseph River The constituents of concern have been detected only in subsurface soils and groundwater and the extent of impact has been determined Therefore the potential threat to aquatic wildlife in the St Joseph River is assessed to be non-existent There does not appear to be any potentially affected endangered species in the vicinity of the site No evidence of stressed vegetation or wildlife has been observed at the site There are no wetlands riparian areas or other environmentally sensitive areas in the vicinity of the site There are limited opportunities for exposure to the constituents identified at the site There are no large concentrations of wildlife in the immediate vicinity and the closest residential area is approximately 1/8 mile south upgradient of the facility Figure The site is secured within seven foot chain-link fence with designated ingress point attended by security personnel There is no opportunity for wildlife or the local human population e.g children or passers-by to have access to the site and contact potentially impacted soils or groundwater Impacted soils where present are not at the ground surface but are encountered in the subsurface beneath paved areas and buildings Likewise groundwater is encountered at depths greater than 20 feet below the ground surface and there are no groundwater surface discharge points e.g springs in the area In summary the potential for sensitive areas to be affected appears to be minimal 2.1.2 Background Hydrogeological Assessment literature search was performed to provide background understanding of the regional and local hydrogeology in order to properly guide assessment activities Since the facility is located in St Joseph County in northern Indiana the following publications are applicable and were reviewed Professional Technical Staff for the Division of Water 2Ler Resource Availability in the St Joseoh River Basin Indiana Indiana Department of Natural Resources 1987 Advanced Pollution Technololgists Lid -Environmental Consultants- VRP Ske IIvedvdsa Ripirt Allied ProdcU Cwpe.sdom So.t ad.lIdl3U Paetof t9 Geologic Map of the l5..ija Fort Wayne Ouelraetele Indiana Michigan and Ohio Showing Bedrek and Unconsolidated Deposits Indiana Department ofNatural Resources 1972 South Bend East and South Bend West Indiana 7.5-minute Topographic Quadrangle Maps United States Geologic Survey 1973 St Joseph County Potential Groundwater Contamination Sites Michiana Area Council of Governments August 1989 Physiographically the facility is located along the southern rim of the Michigan Basin and northeast of the Kankakee Arch which separates the Illinois Basin from the Michigan Basin The surface and near-surface geology is part of the Kankakee Lowland It is characterized by fine-grained Holocene alluvium underlain by thick outwash sand and gravel which overlie lake muds The unconsolidated surficial deposits are approximately hundred feet thick and unconformably overlie the Ellsworth Shale an eroded Devonian bedrock surface Geologic Map of Indiana Indiana Geological Survey The Ellsworth Shale is predominantly green marine shale with some dark brown/black layers occurring in the lower portions of the unit Literature sources concerning the hydrogeology of the area indicate that the facility is located in the St Joseph Aquifer System The St Joseph Aquifer System is primarily composed of fine to medium sand with localized layers of coarse sand and gravel The total aquifer system thickness ranges from 20 to 400 feet Indiana Department of Natural Resources Division of Water Wier_Resourca Availability in the St Joseph River Rasin Indiana 1987 Typically groundwater is first encountered at depths of 15-20 feet below the ground surface The regional groundwater flow within the St Joseph Aquifer System is toward the northeast with gradient of approximately 0.005 ft/fl generally following the surface topographic expression Water Resource Availability in the St Josenh River Basin 1987 According to available reference materials thin to feet clay layers are interspersed within the aquifer and moderately thick deposit of clay/till separates an upper sand and gravel aquifer from lower more productive sand and gravel aquifer Also according to available published reference materials the shallow aquifer Unit IS unconfined and occurs within 15-20 feet of the surface Therefore it is highly susceptible to surface and near-surface sources of groundwater contamination Reference material suggests that the deep aquifer unit is generally confined and occurs at depths greater than 100 feet below the ground surface The on-site investigation indicates that single unconfined aquifer unit consisting of masaiv sand unit underlies the facility extending from the ground surface to depth of approximately 76 feet below the ground surface thirty-seven foot thick interval consisting of interbedded till and sand/gravel units underlies the massive sand unit and extends downward to the bedrock surface which occurs at depth of 113 feet the depth at which auger refusal occurred while drilling monitoring well MW-ID Individual till and sand/gravel units within this interval are typically several feet thick see Soil Boring Log for monitoring well MW-ID Several rounds of water elevation measurements collected during the site investigation indicate that the depth to groundwater its the unconfined aquifer underlying the site is approximately 25 feet Athanced lollutian Technololgtst.s Ltd .Esvironmental Consultants VRP Ski Iviidpds Rapsrt AWed Producu Cotpsead.a South Stud Iiua Pae6.f 19 below ground surface The expected seasonal fluctuation of groundwater in the site area is several inches based on groundwater elevation data collected during the course of year The local groundwater flow is toward the northeast with gradient of approximately 0.003 ft/ft and an estimated velocity of 103.5 ft/year Groundwater from the St Joseph Aquifer System is utilized as potable water supply in the area However there arc no private water supply wells in the vicinity the City of South Bend provides municipal water supply to all residential and commercial property in the city The municipal water supply wells tap the aquifer at minimum depth of 90 feet and the nearest municipal water supply wells are located upgradient of the site 2.2 BACKGROUTD CONCENTRATIONS The constituents of concem i.e chlorinated compounds and refined petroleum hydrocarbons do not occur naturally in the envoronment Therefore background investigation was not performed Any detected constituents are assumed to be the result of man-made operations 2.3 SAIVIPLING METHODOLOGY APT conducted site investigation during the period of December 1993 to May 1995 The sampling locations the media sampled and the methods utilized are discussed in the following Sections 2.3.1 Sample Matrices Soil and groundwater were the media inveatigated during the site investigation The soil was sampled primarily at three depth intervals at depth of approximately eight feet below the ground surface as part of the UST closure sampling at the water table approximately 21-25 feet below the ground surface and from depth interval between 38-42 feet below the ground surface The latter depth interval contains distinct stained layer of soil which was determined to be impacted by petroleum products The groundwater was sampled at the water table 21.25 feet below the ground surface and from depth interval of approximately 40-45 feet below the ground surface The monitoring well screens were five feet long and set four feet below the water table for the shallow wells and set at approximately 45 feet for the deep monitoring wells Surface water was not sampled because the nearest surface water is located approximately one mile northeast of the facility and it is beyond the extent of the impacted soil and groundwater The atmosphere was also not sampled since the opporeunirv for the constituents of concern to cOntat the atmosphere is essentially non-existent 2.3.2 Sample Locations The site investigation consisted of twenty-four shslow monitoring wells seventeen deep monitoring wells and nine soil borings The shallow wells identified by designation are screened across the water table to identify constltuerta that would be present on or near the groundwater surface Advanced Pollution Technololgists Ltd Envuronmcntal Consultants VRP Sit IviIiIaa Rep..t AMid rroauca Corpido B..d tss17f The deep wells identified by designation were screened at approximately 40-45 feet to evaluate potentially impacted groundwater resulting from the peuoleum impacted soil layer identified in the soil samples at depth of approximately 38-42 feet The shallow and deep wells were drilled as well clusters so that the vertical groundwater gradient could be determined and the Constituent concentration profiles could be evaluated The installation of the monitoring wells included continuous split spoon sampling and hydrogeologic characterization of the subsurface deposits The soil samples for laboratory analysis were typically collected at the water tible and from depth of 38.42 feet below the ground surface The constituents of concern in groundwater were believed to be in the uppermost portions of the aquifer and at depth corresponding to the stained interval respectively The locations of the monitoring wells and soil borings are presented in Figure Releases were initially determined to have occurred from the four 4000-gallon underground storage tanks located under the west building Figure Therefore the monitoring wells installed during the early phases of the investigation installed during the early phases of the site investigation MW-i through MW-9 are concentrated around these tanks and downgraelient of the tanks toward the northeast portion of the facility Figure Monitoring well/well cluster locations MW-b MW-il MW-i2 MW-13 MW-IS and MW-25 were installed downgradient of the four liSTs during subsequent phase of the investigation in order to define the extent of the soil and groundwater impact associated with the release and to characterize the local hydrogeologic conditions Figure The off-site monitoring well/well cluster locations MW-i6 MW-i7 MW.18 MW-19 MW-20 United Limo MW-i MW-3 were installed and sampled to determine the extent of impact off-site The soil and groundwater were also evaluated near the locations of the other closed underground storage tank systems at the facility in order to assess the possibility that releases might have occurred from these areas Figure Monitoring well cluster MW-23S/23D and soil borings TB-S and TB-6 were installed to investigate the 10000-gallon tank north of the cast building Soil borings TB-I TB-2 TB-3 TB-4 TB-7 TB-S TB-l4 and monitoring well MW-24D were installed to ascertain whether or not releases have occurred from the ten liST tank farm located between the east building and the west building Monitoring well cluster MW-i IS/I ID is located immediately downgradient of the former 20000-gallon liST located northwest of the west building Monitoring well cluster MW-26S/26D was installed dowogradient of the former 5.000-gallon gasoline liST located along the eastern side of the west building Lastly several monitoring wells were installed to assess whether any constituents were migrating onto the Allied property from off-site upgradient or sidegradient sources Figure Monitoring well MW-22 was installed at the southern upgradient property boundary to evaluate the groundwater quality entering the site Likewise monitoring wells MW-5S and MW-SD provide information about the groundwater entering the site from the western boundary The thr monitoring wells MW-i4 MW-21S MW-21D along the east boundary of the site provide sidegradient control 233 Investigation Methods All of the soil borings and monitoring wells were drilled using mobile rig equipped with 4/inch inside diameter ID continuous flight hollow stem augers Continuous undisturbed soil samples for geologic and chemical characterization were collected utilizing two-foot long split-spoon sampler driven ahead of the auger bit in accordance with ASTM Standard Method Dl586-84 All soil Advanced Pollution Technoloigisis Ltd -Environmental Consultants VRP Sfti I.vudpUs Rapurt Miled ProditcU Corporate So.t BaN I.a.a Pa1 borings were advanced until the desired depth was reached based on either predetermined depth or the results of field screening using photoionization detector PID Geologic observations as well as any other apparent physical characteristics staining odor were recorded on boring logs Each borehole was plugged with bentonite chips after sampling The boring logs for APT soil borings are included in Appendix Upon opening each two-foot split-spoon sampler the recovered soil sample was screened at six-inch intervals for VOCs using PID headspacc method and the observations recorded on the boring log in accordance with the Indiana Department of Environmental Management IDEM requirements The soil sample was then geologically characterized by the site geologist Representative soil samples were collected from various intervals within the soil borings based either on pro-determined sampling frequency or on the results of the PID head space analysis and analyzed for VOCs SVOCs and TPH Monitoring well installation was accomplished inside of the hollow stem auger chain All monitoring wells were constructed of flush-threaded five-and ten-foot sections of Schedule 40 PVC with five-foot long 0.010-inch slotted screen All monitoring wells were of the flush mount design to avoid impeding vehicular traffic and for aesthetic reasons Monitoring well construction details are provided on the boring logs included in Appendix The following procedure was used when installing monitoring wells The borehole was advanced to the total desired depth using hollow stem auger with continuous two-foot long split-spoon sampling for chemical and geologic characterization At most of the well cluster locations the deep well was drilled first with continuous sampling from the ground surface to the total depth At those well locations where deep well was installed subsequent to the installation of the shallow well split-spoon sampling in the twinned deep wells commenced at the interval corresponding to the total depth of the adjacent shallow well and continued to the total depth five-foot long 0.010-inch slotted PVC screen and ten-foot long sections of flush-threaded PVC riser were installed in the weilbore The screen in the shallow wells was placed to intersect static groundwater under variety of climatic seasonal conditions The screened interval in the deep wells extends from 40-45 feet below the ground surface sand pack was placed in the wellbore annular space extending from the bottom of the wellbore to two feet above the top of screen The annular space extending from the top of the sand pack to approximately one foot below the ground surface was backfilled using bentonite chips The remaining annular space was filled with cement from the bottom-up The riser pipe was notched for surveying purposes and equipped with locking cap Advanced Pollution Technololgists Ltd -Environmental Contultants VRP Silo iued1sdua Roui1 MOld Prodoc Corpoidom Sooth Bud i.dIu. Pue9o 59 flush-mounted protective steel outer casing was cemented into place for each well and two-foot diameter concrete pad was placed around each well The concrete pad was mounded in order to provide runoff of precipitation and discourage seepage into the well The protective casing was covered with screw-down steel cap Well development to clear the well screen and sand pack of any fine material which might cause clogging was accomplished by bailing minimum of three well volumes from the well using decontaminated bailer Each well was developed to the satisfaction of the site geologist who monitored the volume of water removed from the well water color turbidity p1-1 conductivity and temperature to determine the effectiveness of the development The well was considered developed when the above criteria became stable These observations were recorded on the Monitoring Well Development Data form 2..3.4 Sample Collection Discrete soil and groundwater grab samples were obtained during all sampling activities Sampling equipment included split-spoon soil sampling device laboratory-supplied sample bottles disposable Teflon bailers and disposable latex gloves Sampling equipment was either decontaminated using steam cleaner split-spoons or discarded after the collection of every sample No composite or commingled samples were collected for analysis Soil samples were collected from predetermined depths from suspected impacted zones based on head-space analysis or from just above the saturated zone Samples were assigned unique sample ID code the boring number followed by the sampling depth for soil samples e.g TBl-l or the monitoring well number followed by the code GW to identif the sample as groundwater sample and the sampling round e.g MWI-GWI or the tank number followed by the portion of the tank such as tank bottom east e.g T4-BE Upon opening each two-foot split-spoon sampler the recovered soil sample was screened at six-inch intervals for VOCs using PID head space method and the observations recorded on the boring log in accordance with the Indiana Department of Environmental Management IDEM requirements The PID screening results can also be found in Table Field screening using head-space analysis was performed by collecting split soil samples and placing one of the samples in plastic Ziplock bag and the other sample in laboratory-supplied sample bottle The soil sample in the Ziplock bag was allowed to sit for approximately 15 minutes in warm environment to allow constituents to volatilize from the soil at which time the PID probe was inserted into small opening in the bag and the VOC concentration measured and recorded in the field log The split sample containerized in sample bottle was then either discarded or sent to the laboratory for analysis While the ND is capable of detecting volatile vapors in the parts-per-million ppm range it was used solely as field screening device The PID readings presented in Table do not necessarily correlate to constituent concentrations determined as result of laboratory analysis of soil samples which was accomplished using the much more rigorous procedures defined in SW-846 Adnccd Pollution Techisololgisis Lid Ermironmenial Coesslianta VRP Site thvuipdo Reiort Allied ProdacU CarpsroUo Soui Ba.d ii1aa PaielOo 19 The following procedure was followed during all soil and groundwater sampling Field sampling equipment was inspected and decontaminated prior to use in the field and between each sample depth interval e.g split-spoons or sampling location e.g augers and associated drilling equipment Following geologic characterization soil samples for laboratory analysis were collected using disposable sterile latex gloves Each soil sample for VOCs semi-volatile organic compounds and TPH analysis was containerized in an appropriate laboratory-provided sample container Monitoring wells were purged of at least three well volumes of water prior to groundwater sampling in order to remove stagnant water from the well and verify that representative groundwater sample was collected front the transmissive unit Temperature conductivity pH appearance and odor were measured or noted and recorded on Groundwater Sampling Log Sheet In the event that these indicator parameters were not stable after removing three well volumes of groundwater from the well an additional two well volumes of water were purged prior to sampling Groundwater samples were collected using three-foot long disposable Teflon bailers which were decontaminated by the manufacturer and sealed inside plastic packaging for storage until use Bailers were not removed from the packaging until immediately prior to sampling To establish the documentation necessary to trace sample possession from the time of collection Chain of Custody/Request for Analysis form accompanied each sample shipment This form contained the sample numbers the date and time of collection the sample type the sample location i.e well number the number of containers parameters requested for analysis method of preservation and signature of persons involved in the chain of possession sample temperature documentation and the name/address of the laboratory receiving the samples Copies of the Chain-of-Custody forms for the APT Site investigation are included in Appendix The samples were placed in cooler packed with ice or ice packs to maintain the samples at approximately 4C and transported to the laboratory at the earliest opportunity The cooler was sealed and the appropriate documents were taped to the inside lid of the cooler 2.4 SAMPLE ANALYSIS All soil and groundwater samples which were subjected to laboratory analyses were analyzed using SW846 Methods to obtain high-quality data Those soil samples which were tested for TPH were analyzed using Method 8015-Modified soil and groundwater samples which were tested for VOCs were analyzed using Method 8240 soil and groundwater samples which were tested for SVOCs were analyzed using Method 8270 Soil samples were containerized in single 4-ounce widemouth clear glass jars one jar per sample per arialvie equipped with Teflon sealed lids Preservation of the soil samples was accomplished by Advanced Pollution Technotolgisti Ltd -Environmental Consultants VRP Slit lovotdlotlos Report Ailkd Prodocu Corpwid Sooth Reod indisut Pull of 59 cooling to 40 no other preservation technique was used Groundwater samples that were analyzed for VOCs were containerized in two 40-mi clear glass vials per sample and preserved with HCI to pH of less than Groundwater samples that were analyzed for SVOCs or TPH were containerized in two l-L amber glass bottle with Teflon sealed lids Groundwater samples were also cooled to temperature of 40 summary of analytical methods and sample collection requirements is presented in Table summary of the soil and groundwater sampling performed at the facility including sample numbers dates and analyses is presented in Table 2.5 SITE I4VESTIGATION RESULTS The results of the APT site investigation are presented in the following sections and include the results of the laboratory analyses performed on soil and groundwater samples as well as chaiacterization of the hydrogeologic framework at the site 2.5.1 Soil Sample Aalysia Results The site investigation included the collection and analyses of 82 soil samples for constituents that may have been released from the seventeen former USTs at the facility total of 54 of these soil samples were collected from soil borings and monitoring wells drilled during the site investigation and 28 soil samples were collected during closure of the four USTs located beneath the west building Seventy-one of the 82 soil samples were analyzed for TPH forty-seven samples were analyzed for VOCs and seventy-three samples were analyzed for SVOCs Table The results of these analyses are discussed below Iff Seventy-one soil samples were analyzed for TPH Forty-three samples were collected from soil boring and monitoring well locations and twenty-eight samples were collected during the closure of the four tank UST system located beneath the went building Petroleum hydrocarbons were detected in eight of the forty-three soil boring samples and in five of the twenty-eight UST closure samples The concentration of TPH in these samples ranged from 11 mg/kg MWI5D-40 to 30.000 mg/kg MWID-38 The petroleum hydrocarbons were identified as motor oil and diesel The observed TPH concentrations exceeded the IDEM LUST cleanup objective of 100 mg/kg in four of the soil boring samples and two of the UST closure samples MWID.38 39000 mg/kg TPH-motor oil MW2-21 930 mg/kg TPH-motor oil MW7-40 320 mg/kg TPH-diesel MW2OD-42 290 mg/kg TPH-diesel T4-SSE 2300 mg/kg TPH-diesel and T4-NSW 3.600 mg/kg TPH-diesel Monitoring wells MW-ID MW-2 and MW-7 are located immediately downgradient of the fo tank liST system and MW-20D is an off-site monitoring well located northeast of the Allied facility The remaining four TPH detections i.e those where the TPH concentration was less than 100 mg/kg correspond to soil samples collected from soil boring locations MW-4 MW-15D and TB-S two samples Soil sample MW4-21 collected at location dowrsgradient of the four tank 1.1ST system contained 43 mg/kg TPH-motor oil TPH-ga.soline was detected at concentration of 11 mg./kg its MWI5D-40 which is located along the northern boundary of the silt Soil boring TB-S which is downgradient of the former 10000-gallon liST located north of the east building had TPH Advanced Poiluiisn TecttflOIOlgiSL3 Lid -Envirsnmerttal Consultants VP.P SItE I.vtsd.da Rtit Allied PradecUC.rsndf SouIk ee.d Li5 l2of detections at two depths TPH-motor oil was detected at concentration of 78 mg/leg at TB5-11 and TPH-gasoline was detected at concentration of 59 mg/leg at TBS-24 summary of the TPH analytical results for the soil samples is presented in Table The horizontai and vertical distributions of TPH in soil are presented in Figures and Forty-seven soil samples were analyzed for VOCs Twenty-eight soil samples were collected during the closure of the four former 4000-gallon UST system located beneath the west building and nineteen soil samples were collected from 17 soil boring and monitoring well boring locations All twenty-eight of the closure samples and eighteen of the nineteen samples collected from soil borings/monitoring well borings exhibited detectable concentrations of one or more VOC constituents Acetone 2-butanone carbon disulfide 12-dichloroethene ethylbenzene 2-hexanone methylene chloride 1122-tetrachioroethane tetrachioroethene toluene trichloroethene and xylenes were detected in at least one sample Acetone was detected in 37 samples at concentrations ranging from 2.0 ug/kg MWI3S-23.4 to 1000 ugfkg T1-SSE The constituent 2-butanone was detected in 19 samples at concentrations ranging from 2.6 ug/leg 1l-WE and T2-SSW to 44 ug/kg T4-BE Carbon disulfide was detected in one sample T4-NSE at concentration of 2.7 ug/lcg The constituent 12-dichloroethene was detected in two samples at concentrations of 5.8 ug/kg fl-EE and 8.7 ug/kg T4-NSE Ethylbenzene was detected in two samples at concentrations of 4.2 ug/leg T3-EE and 6.1 ug/kg T4- NSE The constituent 2-hexanone was detected in one sample T4-BE at concentration of 12 ugfkg Methlyene chloride was detected in 17 samples at concentrations ranging from 2.0 ug/kg MWI5S-25.5 to 22 ug/kg T1-EE The constituent ll22.tetrachloroethane was detected in one sample T1.SSE at concentration of 610 ug/kg Tetrachioroethene was detected in 35 samples at concentrations ranging from 3.9 ug/kg MW6-21.5 to 72000 ug/kg T2-SSE Toluene was detected in six samples at concentrations ranging from 2.4 ug/lcg T4-SSE to ug/kg T4-NSE Trichloroethene was detected in four samples at concentrations ranging from 2.0 ug/kg MWI5S- 25.5 to 6.8 ug/kg T3-EE Xylenes were detected in four samples at concentrations ranging from 2.5 ug/kg MWID-38 to 24 ug/kg T4.-NSE Two VOC constituents were detected in soil samples at concentrations exceeding their VRP Tier II cleanup objectives for non-residential scenario PCE and 1122-tetrachloroethane The cleanup objective of 8010 ug/kg for PCE was exceeded in six of the 28 liST closure soil samples collected from the immediate vicinity of the four 4000-gallon liSTs The cleanup objective of 210 ug/kg for l122-tetrachloroethane was exceeded in UST closure sample T1-SSE None of the soil samples collected from the soil borings and monitoring wells exhibited VOC concentrations in excess of th VRP Tier II cleanup objectives for non-residential scenario Also acetone 2-butanone ani3 roethylene chloride are common laboratory contaminants The observed concentrations of these three constituents may be artifacts of laboratory contamination The analytical results for VOCs are summarized in Table The vertical and horizontal distribution of PCE in soil is illustrated in Figures and Advanced Pollution Tcchnoloigists Ltd -Environmental Consultants RP Site i.dgsdos Rt.et Allied Producli Cerpsrids Soub kid ga.i Piel3ot svoca Seventy-three soil samples were collected and analyzed for SVOCs Forty-five samples were collected from 29 soil boring and monitoring well locations and twenty-eight samples were collected during the four tank UST closure Sixty of the seventy-three soil samples thirty-nine of the tony-five soil boring/monitoring well samples and twenty-one of the twenty-eight closure samples exhibited detectable concentrations of one or more SVOC constituents Benzo anthracene benzo pyrene benzo fluoranthene benzo ghi perytene benzo fluoranthene bis2-ethylhexyl phthalate carbazole chrysene di-n butyl phthalate diethyl phthalate di-n-octyl phthalate fluoranthene indeno 123-cd pyrene 2- methylnaphalene naphthalene phenatheene and pyrene were detected in at least one sample Benzo anthracene was detected in three samples at Concentrations ranging from 51 ug/kg at MW25D-26 to 120 ug/kg MWI5D-40 and TB5-ll Benzo pyrene was detected in four samples at concentrations ranging from 6.9 ug/kg MW2-2l to 130 ug/kg TB5-ll Senzo fluoranthene was detected in four samples at concentrations ranging from 51 ug/kg MW25D-26 to 200 ugfkg Th5-l Benzo gjsi perylene was detected in three samples at concentrations ranging from 35 ug/kg MW2-21 to 60 ug/lcg TB5-11 Benzo fluoranthene was detected in three samples at concentrations ranging from 44 ug/kg TBI-12 to 80 ug/kg TB5-I1 Bis2- ethyihexyl phthalate was detected in 35 samples at concentrations ranging from 43 ug/kg MW2ID- 25 to 4600 ug/kg MWIID-25 Carbazole was detected in one sample Tl-NSW at concentration of35 ug/kg Chrysene was detected in five samples at concentrations ranging from 50 ug/kg MW25D-26 to 930 ug/kg T3-NSE Di-n-butyl phthalate was detected in 49 samples at concentrations ranging from 37 ug/kg fl-BW to 1800 ug/kg TB7-25 Diethyl phthalate was detected in one sample T2-SS at concentration of 42 ug/kg Di-n-octyl phthalate was dttected in one sample MW2ID-44 at concentration of 240 ug/kg Fluoranthene was detected in six samples at concentrations ranging from 49 ug/kg TBI-12 to 300 ug/kg Th5-1 Indeno 123- cd pyrene was detected in three samples at concentrations ranging from 37 ug/kg MW2-21 to 60 ug/kg at TB5-1 The constituent 2-methylnaphalene was detected in one sample TBS-24 at concentration of 200 ug/kg Naphthalene was detected in one sample TB5-24 at concentration of 230 ug/kg Phertathrene was detected in nine samples at concentrations ranging from 50 ug/kg MW2SD-42 to 2100 ug/lcg T4-SSE Pyrene was detected in eight samples at concentrations ranging from 42 ugikg MWIOD-42 to 670 uglkg at T3-NSE However neither the IDEM LUST nor the Tier II cleanup objectives for individual SVOC constituents were exceeded in any of the samples nor was the cleanup goal for total SVOCs of 10000 mg/kg exceeded in any samples The analytical results are presented in Table and the distribution of total SVOCs is illustrated in Figure 10 2.5.2 Groundwater Sample Analysis Results The site investigation included the analyses of 68 groundwater samples Thirty-four samples were analyzed for TPH forty-three samples were analyzed for VOCs and twenty-six samples were analyzed for SVOCs Table The results of these analyses are discussed below Advanced Pollution Technololgists Ltd -Environmental Consultant-i- VRP Sko isvesdpdou Reot Allied rraduce Copsndou South e..d isdisus Pige i4ol1 Thirty-four groundwater samples were collected from 32 monitoring wells both shallow and deep and analyzed for TPH Table Petroleum hydrocarbons were detected in 18 of these 34 samples The IDEM LUST cleanup objective of 100 ug/L was exceeded in all eighteen samples Several sampling locations downgradient from former UST systems exhibited TPH concentrations above the cleanup objective The analytical data indicates that relatively hIgh concentrations of TPH are present in groundwatec near the former four 4000-gallon TJST system under the west building downgredient of the 10000-gallon UST located northeast of the east building downgradient of the former S000-gallon UST located along the cast wall of the west building downgradient of the former .O000-gallon UST located northwest of the west building at off-site locations approximately 0.25 mile northeast of the Allied facility and the southeast comer of the facility TPH-motor oil 1PH-diesel fuel and TPH.gasoline constituents were identified in monitoring wells located downgradient of the of the former four tank UST system Groundwater samples collected from monitoring wells MW-E MW-MW-3 MW-4 MW-7 and MW-i exhibited TPH concentrations ranging from 100 ug/L MW-15S to 42000 ug/L MW-E TPH-motor oil was identified in groundwater samples collected from monitoring wells MW-E 42000 ug/L MW-1400 ug/L MW-3 2500 ug/L MW-4 1400 ug/L and MW-l2 570 ugfL TPH-diesel fuel at concentration of 260 ug/L was identified in groundwater sample collected from monitoring well MW-7 TPH-gasoline at concentration of 150 ug/L was identified in groundwater sample collected from monitoring well MW-.An unknown hydrocarbon i.e not able to be fingerprinted was detected at concentration of 130 ugfL in sample collected from monitoring well MW-7 TPH-mineral spirits were detected in monitoring well MW-23S located downgradient of the former 10000-gallon UST system excavation groundwater sample collected from this well exhibited TPH.mineral spirits concentration of 88000 ug/L No petroleum hydrocarbons were detected sample collected from monitoring well MW-23D TPH-gasoline and TPH-motor oil were detected at monitoring well cluster location MW-13 and MW-IS both located downgradient of the former 5000-gallon UST located along the east wall of the west building Groundwater samples collected from monitoring wells MW.13D and MW-15D exhibited TPH-gasolirie concentrations of 120 ugfL and 560 ugfL respectively TPH-motor oil was detected at concentration of 270 ugfL in sample collected from monitoring well MW-13S An unknown hydrocarbon was detected at concentration of 100 ug/L in sample collected from monitoring well MW-15S An unknown hydrocarbon i.e not able to be fingerprinted was detected at concentration of 840 ugfL in sample collected from MW-lID This monitoring well is located immediatel dowiigradient of former 20.000-gallon UST northwest of the west building TPH-gasoline and an unknown hydrocarbon were detected in off-site monitoring wells MW.16D MW-lID and MW-20D Groundwater samples collected from three monitoring wells exhibited TPH concentrations ranging from 110 ugfL MW-20D to 480 ug/L MW-l6D TPH.gasoline was identified in groundwater samples collected from monitoring wells MW.18D 420 ugfL and MW 20D 110 ug/L An unidentifiable hydrocarbon was detected at concentration of 480 ugfL in sample collected from monitoring well MW-l6D Advanced Pollution Technololgist-t Ltd -Environmental Consultants VRP Sile Las esdptLa Report Allied Produu Copouidoa 5..tk Bead L.dlou Past I5dI TPH-gasoline and TPH-motor oil constituents were identified in monitoring well MW-22 Three groundwater samples collected from this well indicate the presence of petroleum hydrocarbons in the groundwater at this location TPH-gasoline and TPH-motor oil were detected at concentrations of 220 ugfL and 1900 ugfL respectively in one sample TPH-gasoline was detected at concentration of 160 ugfL in second sample and TPH.inotor oil was detected at concentration of 390 ug/L in third sample These petroleum hydrocarbons appears have an off-site source since monitoring well MW-22 is located near the upgradient property line The results from the TPH analyses of groundwater samples are summarized in Table 10 The distribution of TPH in the samples from shallow wells is presented in Figure 11 the distribution from the deep well sample analyses is presented in Figure 12 The vertical distribution of TPH in the groundwater is illustrated in Figure 13 Forty-three groundwater samples were analyzed for VOCs Table Forty of the samples contained detectable concentrations of one or more VOC constituents Acetone 2-butanone 11- dicholoroethane 12-dichloroethene ethylbenzene methylene chloride teuachloroethene toluene l1l-trichloroethane vinyl chloride and xylenes were detected in at least one sample Acetone was detected in eight samples at concentrations ranging from 3.0 ugfL MWI7S-GW to 15 ugfL WW2-GWI The constituent 2-butanone was detected in two samples at concentrations of 3.8 ugfL MWI8D-GWI to 8.4 ug/L MWI6D-GWI The constituent 11-dicholoroethane was detected in one sample MWI9S-GWI at concentration of 2.1 ugfL The constituent 12- dichioroethene was detected in five samples at concentrations ranging from 4.0 ugfL MWI2-GWI to 42 ug/L MWI3S-GWI Ethylbenzene was detected in four samples at concentrations ranging from 3.4 ugfL MW-5 and MW5D-GWI to 5.5 ugfL MW2OS-GWI Methylene chloride was detected in three samples at concentrations ranging from 2.3 ug/L MW-6 to 5.3 ugfL MW-Exst Tetrachloroethene was detected in 19 samples at concentrations ranging from 2.3 ugfL MW-4 to 510 ugfL MWI5S-GWI Toluene was detected in nine samples at concentrations ranging from 2.0 ug/L MW1OD-GWI to 34 ugfL MW2OS-GW1 The constituent 1ll-trichloroethane was detected in nine samples at concentrations ranging from 2.2 ug/L MW23D-GWI to 6.8 ug/L MW2OD-GW1 and MW2IS.GWI Vinyl chloride was detected in two samples at concentrations of 7.3 ug/L MW-Exst to 26 ugfL MWI7S-GWI Xylenes were detected in samples at concentrations ranging from 7.1 ugfL MW24D-GWI to 300 ugfL MW23S-GWI Two constituents were detected above the VRP Tier II non-residential scenario cleanup Criteria tetrachloroethene and vinyl chloride PCE was detected at concentrations exceeding the Tier II cleanup goal of 56.1 ugfL in eight samples MW-i MW-2 MW-6 MWI3-GWI MWI3D-GWI MW SD-GWI and MWI 5-GW2 The highest concentrations of PCE were measured at monitori. wells MW-13S MW-13D MW-15S and MW-ISD which are located in the northern portion of the site Concentrations of PCE in groundwater samples collected from these wells are 410 ugfL 460 ug/L 510 ugfL and 240 ug/L respectively The remaining samples which contained PCE at concentrations above the cleanup objective were collected from monitoring wells located near the former four 4.000-gallon liST system beneath the west building Groundwater samples collected from MW-iS MW-2 and MW-6 contained PCE concentrations of 110 ugfL 320 ug/L and 150 uziL respectively Athanced Pollution TecbnololgLsLs Ltd Envirsnmental Comultanis Silo apam AUkd ProdutU Carpandsu South Beul.I.dLib Page lo Vinyl chloride byproduct of the degradation of PCE was detected in one sample MWI7S.GWI at concentration exceeding the Tier Ii cleanup goal of 10 ugfL Monitoring well MW-17S is an off-site monitoring well located northeast of the Allied property The groundwater sample analyses are summarized in Table 11 and the distribution of PCE in groundwater is illustrated in Figures 14 15 and 16 SVOCa Twenty-six groundwater samples were analyzed fro SVOCs Table Twenty-one of the samples contained detectable concentrations of one or more SVOC constituents Benzo fluoranthene bis2-ethylhexyl phthalate carbazole chrysene di-n-butyl phthalate diethyl phthalatc di-n-octyl phthalate fluoranthene 2-ruethylnaphalene naphthalene 4-nitrophenol pentachlorophenol phenol and pyrene were detected in at least one sample Benzo fluoranthene was detected in two samples at concentrations of 1.6 ug/L MW-to 6.0 ugfL MW-Bis 2-ethylhexyl phthalate was detected in 18 samples at concentrations ranging from 1.0 ugfL MWI8D-GW2 to 300 ug/L MW-Exst Carbazole was detected in one sample MWI8D-GWI at concentration of 1.0 ug/L Cluysene was detected in three samples at concentrations ranging from 1.6 ugh.MW-3 to 13 ug/L MW-Exst Di-n-butyl phthalate was detected in seven samples at concentrations ranging from 1.0 ug/L MW13D-GWI to 2.5 ug/L MW23D-GWI Di-n-octyl phthalate was detected in one sample MWI6D-GW2 at concentration of 1.3 ug/L Fluoranthene was detected in three samples at concenstions ranging from 1.4 ugfL MW-6 to 18 ugfL MW-3 The constituent 2-methylnaphalenc was detected in one sample MW23S-GWI at concentration of 160 ugIL Naphthalenc was detected in four samples at concentrations ranging from 1.2 ugfL MW25D-GWI to 520 ug/L MW23S-GW1 The constituent 4-nitrophenol was detected in one sample MW23S-GWI at concentration of 12 ugh.. Pentachlorophenol was detected in one sample MW.3 at concentration of 82 ugfL Phenol was detected in one sample MWI SD-GW1 at concentration of 1.5 ug/L Pyrenc was detected in three samples at concentrations ranging from 3.4 ugfL MW-3 to 12 ug/L MW-3 Two SVOC constituents were detected above the VRP Tier 11 non-residential scenario cleanup objective bis2-ethylhexyl phthalate and pentachlorophenol The sample collected from monitoring well MW-E contained bis2-ethylhexyl phthalate at concentration of 300 ugfL However bis2- ethylhexyl phthalate is common laboratory contaminant and it was not utilized in the facilitys manufacturing operations second sample collected from monitoring well MW-detected pentachlorophenol at concentration of 82 ug/L This location was resampled and pentachlorophenol was not detected The results from the SVOC analyses of groundwater samples are summarized in Table 12 distribution of SVOCs is illustrated in Figures 17 and 18 2.5.2 Hydrogeologic Investigation Results Geologic observations made during the drilling program at the Allied Facility indicate that there are two stratigraphic units present beneath the facility massive medium to coarse grained sand unit with occasional gravel and silt lenses extends from the topsoil to depth of approximately 80 feet beneath the surface second stratigraphic unit consisting of interbedded sands and clayey silt deposits extends from depth of approximately 80 feet to bedrock located at depth of Advanced Pollution Technololgisi-s Ltd Environmental Consultants- 11 SUe l.vetipdo Repiit AiDed Produete Corpsrufl. Ssui Bend Indiana Paiei7of 19 approximately 113 feet beneath the ground surface in MW-ID The sand and claycy silt layers range in thickness from Ito 10 feet Hydrologically the uppermost unit serves as massive unconfined aquifer unit with no continuous impermeable layers The water table is consistently encountered between 21-26 feet below the ground surface in all the monitoring wells on the site potentiomeic map Figure 21 developed using groundwater elevation data collected during the site investigation Table 13 indicates that groundwater flow is toward the northeast which is consistent with published regional ends and with the local topography The groundwater gradient is approximately 0.003 ft/ft and was calculated using the total relative change in groundwater elevation parallel to the direction of flow i.e from the most upgradient contour to the most downgradient contour presented in Figure 21 divided by the distance between these two points The degree of seasonal fluctuation in groundwater elevations was assessed according to water level elevations collected at various times between April 1994 and May 1995 Table 13 The data indicates that the temporal fluctuations in groundwater elevations are on the order of few inches Since the fluctuations were approximately uniformly experienced in all the monitoring wells the direction of groundwater flow appears to remain constant over time While the hydraulic conductivity of the upper sand unit has not been measured value of 10.2 cm/s is typical for these types of deposits If the effective porosity is assumed to be on the order of 0.30 then an estimated maximum groundwater flow velocity of approximately 0.288 feet/day 105 feet/year can be calculated using the Darcy equation ki/n This velocity would also approximate the migration rate of volatile constituents enuained in the groundwater However the migration rate of peoleum hydrocarbon constituents is expected to be somewhat slower than that of volatile constituents due to their physical and chemical properties The individual sand layers in the lower unit may be in hydraulic communication with the upper unit depending on the lateral continuity of the silt layers which occur in this unit North-south and east west cross-sectional depictions of the hydrostratigraphic framework are presented in Figures 19 and 20 3.0 CONCLUSIONS The results of the site investigation conducted by APT at the Allied facility indicates single unconfined sole source aquifer is present beneath the site This aquifer unit consists of medium to coarse grained gravely sands which extend to depth of approximately eighty feet and an interbedded sand and clay interval extending from approximately 80 feet to 113 feet bedrock Soil has been impacted above action limits by l122-tetrachloroethane PCE and TPH Constituents Groundwater have been impacted above action limits by vinyl chloride PCE and TPH constituents Ath acted Pollution Technotolgists Lid .Environmenial Cuosuliants VRP Slt i..dpI.s qsrl Allied Prod.e Carisndo 5.uel B.d iidla.a There are multiple sources of the observed aforementioned impact Specifically TPH releases are believed to have occurred from four separate former UST systems The PCE release appears to have occurred at single former UST system The site poses minimal risk to human health and other sensitive populations The opportunities for exposure to impacted soil and groundwater are limited given the site characteristics The impacted soil areas are confined to the immediate vicinity of former liST systems Soil impact in the vicinity of former four tank UST system beneath the west building consists of TPH-motor oil TPH-diesel I122-tetsachloroethaxie and PCE Soil impact in the vicinity of former 10000- gallon liST located near the northeast corner of the east building consists of TPH-motor oil and TPH-gasoline Soil impact in the vicinity of former 20000-gallon UST located near the northwest corner of the west building consists of unknown i.e not able to be fingerprinted petroleum hydrocarbons The extent of impacted groundwater is greater than the extent of impacted soil and extends beyond the downgradient property boundary The TPH impact in groundwater appears to be the result of releases from multiple sources whereas the PCE impact in groundwater appears to originate from single source the four 4000-gallon liSTs located beneath the west building The maximum PCE concentrations were observed in MW-15S and MW-l5D located at the downgradient property boundary This distribution pattern is consistent with historical data which indicates that PCE-containing material was stored in the four 4000-gallon liSTs located under the west building during the 1960s Since these liSTs have not been used to store PCE-containing compounds since the l960s the zone of maximum PCE impact would be expected to migrate in downgradient direction with the groundwater flow over time The geometric distribution and variation in type of petroleum hydrocarbons e.g TPH-gasoline detected in groundwater at the facility Suggests that there are four separate sources of the TPH impact There appears to be diesel and motor oil source at the location of the four 4000-gallon liSTs located beneath the west building see Figures 11 and 12 These liSTs were reported to have contained various petroleum products prior to the 1960s and during the 1970s second source of petroleum hydrocarbons appears to be the former 5000-gallon UST located along the east wall of the west building Prior to closure in 1992 this liST reportedly contained gasoline Gasoline was detected in monitoring wells downgradient of this liST but not in upgradient monitoring wells located between this lIST and the four 4000-gallon liSTs see Figure 12 third TPH source appears to be the former 20000-gallon liST located northwest of the west building Petroleum hydrocarbons unknown patterns were detected in monitoring well located immediately downgradient of the former 20000-gallon lIST see Figure 12 The former 10000-gallon US located north of the east building is source of groundwater impact Mineral spirits were detected in monitoring welt MW-23S located adjacent to the former lIST Soil impact was detected at the time of closure and motor oil and degraded gasoline were detected in soil samples collected in soil boring TB-5 also located adjacent to the former lIST The former lIST is located near the facility properly boundary and Allied was unable to obtain permission to place monitoring wells immediately downgradient of the former lIST system This lIST reportedly contained gasoline kerosene and mineral spirits during its lifetime Advanced Pollution Technoloigists Ltd -Esvironmental Consultants- VRP She IuiveIiafl.a Repels Aifled Products Corpsrsde Sooth P5eIuf The presence of ass impacted soil layer at depth of 38-40 feet below the ground surface and the observation that the TPH impact is greater ax depth in the aquifer deep wells verses shallow wells is possibly explained by the presence of three large capacity 36-inch diameter water supply wells at the facility Figure These wells were reportedly used to provide process water for use in the manufacturing operations It is likely that large-scale pumping of groundwater from these wells lowered the water table to substantial degree Any petmleum releases occurring during this period would impact the soil at the elevation of the existing water table since peuoleum products tend to be less dense than water This impacted soil horizon would continue to be an ongoing source of petroleum hydrocarbons in groundwater even after the original source area i.e the liST systems had been removed The site investigation indicates that the site does not pose risk to human health The impacted soil is located on the Allied property at minimum depth of 20 feet below the ground surface The impacted groundwater is approximately 25 feet below the ground surface and no discharges to the surface have been identified The groundwater is flowing to the northeast at an estimated velocity of 105 feet/year The nearest municipal water supply well is one mile upgradient of the facility The other municipal wells identified in Figure are more than one mile from the site The St Joseph River is the closest surface water and is located approximately one mile from the Site The area is provided with municipal water supply from the City of South Bend The nearest municipal well fields draw the water supply from minimum depth of 90 feet below the ground surface and are located upgradient of the facility see Figure Preliminary remediation alternatives have been investigated for treatment of the impacted soil and groundwater associated with the site groundwater pump and treatment system using granular activated carbon is suggested to remove both the PCE and TPH constituents from groundwater Air snipping was discarded as groundwater remediation option due to the presence to TPH which is not readily removed using this technique Bioventing is recommended to remediate the impact of soil in the vadose zone Although preliminary evaluation has been performed with respect to the observed impact and physical characteristics of the site the actual remediation system will be designed based on the results of feasibility studies and treatability studies including groundwater flow/constituent transport modeling specifically designed to assess the performance of vsrious remediation techniques on the site constituents and environment Advanced Pollution TechnolOlgists Ltd -Environments1 Consultants- Iot 2-9 CO RC DC OD RE CO .4 ivrbfl14-1tiii -42 MILEu_ rIJThjfl4J rr JLtLNttt1L1LLLk9JJ1aIII.T4 frI1J4 ____ fi __W-i II IjLIi fflI-izTrr1 iiJ1Tt1 ___c44JfJ Hwttrvmi .-.-.--4- Figure SITE LOC ALIJEI PR SCALE SOUTh DENI INDIANA lOlAREA FR DV I7Ml IM z-cao Iif/C icy 0ATE oe __________________________________________ SAMPLE LTREt _____________________________________________ _L CART 5TErT ____________ __L_1 L-i_ eoAofly Fgure EITE AAP ALUED P EOUT AEC NDAPA 01pcr 4P --ert A1-r RADIUS it LrrI% NORTH MILE _______ /RADIUS _______ITC1 rjjj LEGEND MUN1CIPALVITZR JO-LOCATION --SITE __________k_..____________________FIELO igure WATER SUPPLY WELLS ALLIEI PR SO1JIf B PPtIARE FORSC-MIUVTE TOPORAPIIIC MAP SODIM tNP FAST IN QUAD RVISO ROIl AND AiflEflPROflhIt1 rrr STE _________H_ SAMPLE STREET ____________________ ____________________ SART___ Li_________LEGENDL_ 91 QI ________ ________ OAoRYi\JflF Figure UNDERGROUND STORAGE TANK LOCATIONS AWED PR SOUTH BAL1PREFARETUFCpTAAP vr 170.II luArt 2IS44 CMII IV 47C fltrI RCV CAVE MI GAr TC __________j UC RT LEGEND I___ MOITD WELL AND SOIL 3OHI LOCATiON fAP AWED HF UCTS 000TC HE COU8CT 381181 ILAP 81 3PC81A1 ________ICZPCD $CAIZ OArED 3-3 i5 200 00 rat rEt ______ Gt _______fl gre DISTF.IOCTION OF TFH OOIL ALLE RODCOT sOUT OEO INDIANA 80t _______ sQJtIH Sac CR5511 2020 SC 50tl10C5 SaO/S s..nsni It Cml saIl rftcNunt 2020 KEY MAP tHI LECEND Figure NORTH SOUTHSCRENEONTERVAICRCCROSSSECTION II1P14 CONCEI4IRCIION IN TI1I IMPACTED SOIL1kg un ALLIE1 PRODUCTS NS SOUTH HEN ZO OO CCC1 7L fr ---- LJ __n_rLjCL___LJ HT ripTiLi r-LEGEND _______Li Fure8 cU -- AP ACA1 -- emt ATES I365 20 00 cOOT ILgzi liv flu iiiiiiiii1 NORTh SN.Olrnft 20 20 mD S.No/HTl WI SWIll lllU 7.5tI WITH 3kW IRCMOITS 20 20 KEY MAP _______________ JIJ 5CREtNEO INTERVAL IT.oIt WSrlllflN NORTH SOUTH II TOWIONA 0303 lOOWI CROSSSECTION PCE CONCLNThAIIOIW IN PCE IMPACTED SOIL B0L NILOW DE1ECIION tAll AliIEI PRODUCTS NS SCALE SOUTh BEND INDIANA ii pRERu von 200 30 RET l.LIED PRODUCI9__A.1IN__FORD004425 .MPL eTR ____ cATTem _____ ___ 11 ULL STPW LEGEND Figure TOT SVJ DISTRIBUli TOIL ALLIED SOUTU UAIOIIASCLE SRCE SURT rc-nw SCALE 8Ott DATED D35 OO 0000 _______________________ i...- I- 47j 7a ________ LEGEND 31 wn la __ Figure TFH DIST1BUTION IN GROUND SHALLOW ALLIED PNODUCTS SOUTH 3IT INDiANASCALE so1cZ sSmVY AP ES TRACSULAN _______SCALE tL 80t 5Efl 3_l35 00 100 CT _________--____ JL 3pl2 /i\ __________ 4-4Ir_I LIIIi L_i77/N ___E t_J_. __ 1__ LEGEND k_______i as astst OADAT at ITI Figure 12 TFH DISTRI8UTIOII IN CROUNDWATEI DEEP AWED PRODUCTS SDUTN HEUD INDIANACZPC4A______ .-_i__ Ji ___________________________ ________________ QUDJ IJQRBJ ___________________ MW MI IRDT ii nr KEY MAP LECffl igure NORTh SOUTh CROSSSECTION tr a- C000NDWATFRI/L T1II IMPACIED GROUHtYWATfl1 BOl IOW 0C1ION LIMIT ALLIED PRODUCTS us NOT scu SOUTII BEND INDIANA __________paI aa _____ fl afln_________ UODTT Figure 14 PCE DLTR1BUTION IN GROUNDWATER DEEP ALLIED PRODUCTS SOUTH SEND INDIANA ctTc SLAP REplRLe roR Oft AE 35 rc ML POOUCT tcAco Z1.2los IAtZ TIT 1\1//HIVl 44/fl I. ___________ ______TU LEGEND --.- _____I9 I_n ._ PO.WAV IW Figure 15 API PCE DISTRIBUTION IN GROUNDWATER DEEP ALLIED PRODUCTS SOUTH BEND INDIANA OtRCE SVVE ILAP TRACHMAN __________PAZD Fn Sc1 olt.DATED 35 zoo oo rory oLO PODUC73CAOOaomoo ________-- QUIH 1QTh ii Jr ii80 Ti 20 20 _V 20 20 KEY MAP LEGEND TERVAL Iii CROSS SECtION GROVNDWAiIR.q/L PCE IMPACTED GROUNDWATEJ IIJ DL BElOW DETECTION LIMIT AILIEI PRODUC1S li1t NT NOT SMIPLED scti SOUTh BEND INDIANA _____________PBEP 200 000 001 OWED----____clgcocg flLBITI _____ LEGEND Figure 17 TOTAL SVOC IN GROUNDWATER SHALLOW ALLIED PRODUCTS SOUTH BEND INDIANA SOtTRC VYVTY I.P BY RACXAN __________SCALE 801t DATED .8B 200 rCtT _______ w.uIM Iai I4 thV Pi4II WLX 1I \L_____ _____ _____ ______ ___LEGEND fl IOADTAY tt Figure 18 APi TOLU SVOC IN GROUNDWATER DEEP AWED PRODU SOUTH BEND OUCE URVEY 4AP BY 7RACYMAU CA11 eott At 3-YB _________________________________________________________- QU1 QRIU 40 20 GRAtL 20 st-I W/ 5140 ID II020 20 KEY MAP 9Jf Figure 19 NORTH SOUTH STRATIGRAPH1C CROSS-SECTION ALLIED PRODUCTS SCALL SOUT DEND INDIANA____ISO 000 400 117 PI -.- 1ff mu lot c34rl pot LI ASPWJJ flU100__130 00 C0NCRflE filL SAND SAND 60 GRAVE SAND GRAVEL60SAND 60 IG 45 10 45 1045 KEY MAP 40 Fiure 20 1nFf TRC ii CROSS-SECTION AlLIED PRODUCTS -1tV-SCott SOUTh IIEND INDIANA 200 1101 _______________________________________cIOcoc i ____ 4J \_____AMPIZ ZT __________ jkHF-11M\ LEGEND -.-ist II IL _..I.J I_ Figure 21 POTENTIOMETRIC MAP SURF1CAL ALLIED P CA SOUTH BEND INDIANA SOURCE URVt WAP RO STRACHMAR _________________ SCALE fl RU W1tS RU 000 0W Ce