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Home My WebLink AboutSB-0212 1998 EIS Phase I for Standard SurplusDwrtinent ___ Dwiicr of ytyB VII LISENVIRONMENTAL ENGINEERS INC PHASE ENVIRONMENTAL SITE ASSESSMENT STANDARD SURPLUS COMPANY 405 WEST SAMPLE STREET 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 Mogerman Step nNyP.E Project Engineer President 1456-9702-01-1 5540PH1 980123TJM EXECUTIVE SUMMARY EIS Environmental Engineers Inc EIS of South Bend Indiana conducted Phase Environmental Site Assessment the Assessment of the Standard Surplus building and property located at 405 West Sample Street in South Bend Indiana 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included site reconnaissance conducted on December 21 1997 review of readily available government records and historical documents and various interviews This Assessment has revealed no evidence of recognized environmental conditions in connection with the Property except for the following 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 and up-gradient of the published and demonstrated groundwater flow direction The EPA has adopted policy under which property owners whose property is contaminated by contamination migrating from adjoining properties are not liable if they did not contribute to the contamination potential environmental problem may be caused if deep excavation at the Property encounters contaminated groundwater EIS is of the opinion that this environmental condition has low to moderate potential to impact the Property Suspect asbestos-containing material located throughout the on-site building in the form of pipe insulation and fire proofing paper on joist and beams 1456-9702-O1-15540PH1 98O12TJM 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 10 4.0 SITE RECONNAISSANCE AND INTERVIEW INFORMATION 11 4.1 Client/User Information 11 4.2 Site Reconnaissance 11 4.3 Results 12 5.0 PHYSICAL SETTING ANALYSIS 13 5.1 On-site Hazardous Substances with Potential to Migrate 13 5.2 Off-site Hazardous Substances with Potential to Migrate 13 1456-9702-O1-15540PH1 980123TJM SECTION PAGE 6.0 FINDINGS CONCLUSIONS AND OPINIONS .14 7.0 NON-ASTM SCOPE CONSIDERATION 15 7.1 Asbestos-Containing Material 15 8.0 RECOMMENDATIONS 16 APPENDICES QUALIFICATIONS OF PARTICIPATING EIS PROFESSIONALS SITE LOCATION MAP AERIAL PHOTOGRAPHS PHOTO LOG SANBORN FIRE INSURANCE MAPS ENVIRONMENTAL REGULATORY DATABASE REPORT ECOSEARCH REPORT SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION 1456-9702-01-1 5540PH1 9801 23TJM 1.0 INTRODUCTION EIS Environmental Engineers Inc EIS performed Phase Environmental Site Assessment the Assessment of the Standard Surplus Company property located at 405 West Sample Street in South Bend Indiana the Property The qualifications of the EIS Environmental Professionals who participated in the 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 iimocent landowner defense to CERCLA liability as cited in the 1986 Superfund Amendments and Reauthorization Act SARA legislation 42 USC 960135B 1456-9702-O1-15540PH1 980123TJM 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 subject 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 Communityand 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 E1527 Conditions Limiting Use of the ASTM Standard Practice At the time of the site reconnaissance the soil was covered with snow and ice and areas along the west side of the building were obscured by stored material 1.5 Methods During the site reconnaissance Mr Mogerman of EIS Environmental Engineers Inc EIS was accompanied by Mr Dennis Lambert Property Manager in walk through of the interior of the building The exterior was viewed by Mr Mogerman during walk of the Propertys perimeter The following people were interviewed or consulted Name Title and Organization Dennis Lambert Property Manager since 1964 and life-long resident of South Bend Ed Joniskan Indiana Department of Environmental Management 1456-9702-Ot-15540PH1 980123TJM 2.0 SITE DESCRIPTION 2.1 Location Cross Street The Property is located at 405 West Sample Street in South Bend Indiana just north of the intersection of West Sample Street and South Franklin See Site Location Map Appendix Legal Description The Property is located in southeast quarter of the southeast quarter of Section 11 Township 37 North Range East See 1989 Aerial Photograph and Property Line Drawing Appendix 2.2 PropertyNicinity Description The Property is an essentially rectangular-shaped parcel of land approximately 300 feet by 290 feet covering approximately 87000 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 the following structure was observed on the Property Standard Surplus Company Building Number of stories Square footage 256170 sf Building use Commercial Sales and Auto Parts Warehouse Exterior finishes Brick Roof Year Old Neoprene Covering over Pitch and Gravel with wood deck Sanitary Waste System Municipal since initial construction according to building manager Septic None Other Wastewater Disposal No other waste disposal noted Water Supplys Municipal since building construction according to building manager Mechanical Systems Window Unit Air Conditioning Road/alleys/parking Asphalt Sources Site Reconnaissance .4569702.01554OPHt 980123TJM 2.4 Environmental Liens Specialized Knowledge or Experience Mr John Stark of South Bend Community and Economic Development was not aware of any environmental liens and had no specialized experience or knowledge of environmental issues associates with the Property 2.5 Current Uses of the Property The Property is currently occupied by Standard Surplus Company an auto parts sales company Sources Key Site Contact and Site Reconnaissance Observations 2.6 Current Uses of Adjoining Properties The Property is bound on the North by vacant unoccupied land followed by former heavy industrial buildings currently used for warehousing South by West Sample Street followed by heavy industrial property East by vacant unoccupied property West by South Bend Municipal Services Building Police/Fire/Streets 1456-9702-01-1 5540PH1 9801 23TJM 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 hazardous waste 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 0.5 SECTION SEVEN TRACKING SYSTEM SSTS 1/95 1.0 PESTICIDE PRODUCING ESTABLISHMENTS CIVIL ENFORCMENT DOCKET DOCKET 4/22/97 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 ______________________________________ INDIANA PERMITTED SOLID WASTE FACILITIES 6/30/97 0.5 SWF ________________ __________________________ 1456-9702-O1-15540PH1 980123TJM APPROXIMATE MINIMUM SEARCH DISTANCE RECORD SOURCE DATE OF LIST MILES 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 DATABASEs 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 400 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 404 Sample 0.2 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 Jerrys U-Serv __________________ ______________LUST ___________ South Michigan U-Haul Ctr 1120 Michigan St 0.2 SE UST _______________________________________ _____________LUST __________ Altman Family Trust 613 Michigan St 0.3 NE LUST Municipal Service Facility 701 Sample St 0.3 LUST Oldfort Building Supply 1401 Main St 0.4 SSE LUST United Parcel Services 607 Scott St 0.4 WNW LUST ef Eckler Lehay Lumber Co 1406 Franklin 0.4 SSW LUST Raitt Corporation 815 Sample St 0.4 LUST Murray Herman Property 511 Eddy St 0.4 LUST ef Amoco American Hilift Co 828 Kerr St 0.4 LUST Gates Chevy World 333 Western Ave 0.4 LUST South Bend Post Office 424 Michigan St 0.4 NNE LUST ef 1456-9702-O1-15540PH1 980123TJM PROXIMITY TO DATA BASEs FACILITY SUBJECT NAME ADDRESS PROPERTY SOURCES COMMENTS _________________________ ___________________miles/direction _________________________ Allied Products 601 Broadway 0.4 SW LUST _________________________ __________________________________SCL Harmon Glass Co 502 Western Ave 0.4 NNW LUST ef Sinton Supply Co 204 Sample St 0.2 SSTS Watcon 2215 Main 1.0 SSTS This former CERCLA site is not upgradient of the presumed groundwater flow direction in the area of the Property 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 facility 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 downgradient or cross-gradient of the presumed groundwater flow direction in the area of the Property 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 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 1456-9702-01-15540PH1 9801 23TJM 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-eighth of mile south of the Property and up-gradient of the groundwater flow direction in the Property vicinity 3.3 Historical Use Information EIS reviewed readily available historical records and documents and conducted interviews in order to identify all 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 1456-9702-O1-15540PH1 980123TJM FIRE INSURANCE MAPS YEAR SCALE OBSERVATIONS 1893 150 Swygart Lumber Yard Part of Studebaker Brothers Manufacturing Company 1899 150 Residential on the west portion of the Property and South Bend Fire Department Hose Company No on the east portion 1917 150 Current on-site building on the west portion of the Property and South Bend Fire Department Hose Company No on the east portion where the parking lot is now 1917 1lOO Current On-site Building Revised 1945 West adjacent property contained Power House followed by 1.5 million gallon spray pond water softening plant and two 158000-gallon oil tanks Copies of Sanborn Maps discussed above are presented in Appendix The Property appears to have been used for residential and municipal Fire House purposes in the late 1800s In the early part of the 1900s the east portion of the Property continued to contain the Fire House and the west portion the current on-site building By 1945 the Fire House had been replaced by parking lot Historically the area has been used for heavy industry Sources City Directories and Fire Insurance Maps St Joseph Public Library 3.4 Results The records review did not identify any recognized environmental conditions on the subject Property 1456-9702-01-1 5540PH1 980123TJM 10 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 which 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 ________Nothing unusual Polychlorinated Biphenyl None noted PCB-Containing Equipment ____________________________________________________ Pits Ponds Lagoons ________None noted Pools of Liquids ________None noted Railroad Spurs None noted during site reconnaissance however Sanborn maps indicated presence of railroad spur west of the _______________________________________Property Septic Systems ________None noted Solid Waste Disposal Typical municipal waste No hazardous or otherwise suspicious waste activities ________________________________________noted Solvents ________None noted Stained Soil or Pavement ________None noted Stains or Corrosion on Floors The building has stains and markings on Walls Ceilings floor and walls consistent with an ___________________________ _________ ________ industrial storage facility of its age Stressed Vegetation ________Vegetation was dormant winter 1456-9702-O1.15540PH1 980123TJM 11 Observed Issue Yes No Comments 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 indications of recognized environmental conditions were noted during the site reconnaissance except for signs of potential asbestos-containing material ACM 1456-9702-01-1 5540PH1 980123TJM 12 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 The Saint Joseph Aquifer System 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 groundwater contamination Depth to groundwater in the area of the Property is published 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 Report located less than one-eighth of mile south of the Property The Allied Report contained groundwater sampling data taken between April 1994 and May 1995 of the area south southeast and east of the Property and showed groundwater near the Property to be at approximately 25 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 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 the Allied Products Corporation site located approximately one-eighth of mile south of the Property and upgradient of the groundwater flow direction in the area Contamination has been discovered Allied Report directly upgradient of the Property including soil and groundwater petroleum-contamination and soil SVOC contamination Portions of the Property are included in the contaminant plume drawings of the Allied Report 1456-9702-O1-15540PH1 980123TJM 13 6.0 FINDINGS CONCLUSIONS AND OPINIONS EIS has performed Phase Environmental Site Assessment the Assessment in conformance with the scope and limitations of ASTM Practice 1527 of the Standard Surplus Company building and property located at 405 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 no evidence of recognized environmental conditions in connection with the Property except for the following Potential migration of off-site contaminants petroleum and SVOC onto the Property from the Allied Products Corporation site located approximately one-eighth of mile south of the Property and upgradient of the groundwater flow direction in the area The EPA has adopted policy under which property owners whose property is contaminated by contamination migrating from adjoining properties are not liable if they did not contribute to the contamination potential environmental problem may be caused if deep excavation at the property encounters contaminated groundwater EIS is of the opinion that this environmental condition has low to moderate potential to impact the Property Suspect asbestos-containing material throughout the on-site building 1456-9702-01-1 5540PH1 9801 23TJM 14 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 consideration of the folowing non-scope issues 7.1 Asbestos Material suspected of containing asbestos was noted throughout the on-site facility and included materials such as pipe insulation pipe wrap pipe fitting insulation and wrapping around air handling duct work and floor beams and floor joists In the opinion of the EIS professional who conducted the site reconnaissance all of these materials are of the apparent age and appearance as would be expected of typical ACM used in the 1930s 40s and 50s Much of the material is significantly damaged and friable 1456-9702-O1-15540PH1 980123TJM 15 8.0 RECOMMENDATIONS EIS recommends that an asbestos survey of the building be conducted 1456-9702-O1-15540PH1 980123TJM 16 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 M.S Thesis University of Notre Dame 1976 LJB\ RES9504\HSN CATHY COLLINS E.I.T ElS 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 I\LIB\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 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 1\UB\RES\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 interriships during college LIB\S0Q9611 APPENDIX SITE LOCATION MAP SOUTH BEND iT I. L_t1TjLJL Aig SITE LQCAT$QN 41 2000 2000 IN FEET linch 2000ff UNITEDSTATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVERY 7.5 MIN SERIES TOPOGRAPHIC SOUTH BEND WEST INID PHOTOREVISED 1986 SOUTH BEND EAST INI PHOTOREVISED 1980 FIGURE SITE LOCATION MAP NEWMAN BUILDING EIS ENVIRONMENTAL ENGINEERS INC 405 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 CMC 01 /08/98 1456-9702-01 1456-9702-O1-15540-FIG98OIO8TMM 15000-FRM000 7 APPENDIX AERIAL PHOTOGRAPHS AERIAL PHOTOGRAPHS YEAR SCALE OBSERVATIONS 1966 1400 The Property contained the current on-site building and was bounded on the North by large industrial building followed by parking lot and more heavy industry South by West Sample Street followed by heavy industry East by large parking lot followed by South Lafayette and commercial and industrial sites and West by heavy industry specifically an industrial facility with four large smoke stacks material storage immediately adjacent to the Property and indications of demolition land fill activity See Appendix 1971 1lOO The Property contained the current on-site building and was bounded on the North by large industrial building followed by parking lot and more heavy industry South by West Sample Street followed by heavy industry East by large parking lot followed by South Lafayette and commercial and industrial sites West by heavy industry specifically an industrial facility with four large smoke stacks The material storage immediately adjacent to the Property and indications of demolition landfill activity noted in the 1966 aerial were not noted in the 1971 aerial It appears that regrading of the land surface immediately adjacent and northwest of the Property had occurred See Appendix Also appearing in this aerial is the current Municipal Services building at 701 West Sample Street Police/Fire/Street Departments Post 1971 1100 Same as 1971 except that the west adjacent site no longer contains the large industrial building In its place is paved parking area presumably used by the Municipal Services Building The west ate ncertain adjacent site also contains what appears to be dirt covered area immediately adjacent to and northwest of the Property containing several above-ground storage tanks and numerous debris piles and some areas of significant surface staining The north adjacent property contains numerous drums stored outside along its west boundary within 100 feet of the Propertys north boundary Post 1971 1100 Same as prior photo except that the west adjacent site contains the Date Uncertain current dome used by Municipal Services to store road salt Also noted are several piles of material probably sand and other road construction materials including large debris pile The staining noted in the previous aerial was not noted in this aerial Drum storage is also noted on the north adjacent property in this aerial as in the previous aerial Sources St Joseph County Auditors Office St Joseph County Area Plan Commission 1456-9702-O1-15540PH1 9801231JM LJit Ji 1/ .1 ....nj iJ JIll El fl41U 3ji kJ jJ Ii U1 iI.tii 1ijiU iiI .4i PRO ERTY iiiai PORTAGE TOWNSHIP S.E SEC T.37N R.2E DATE UNKNOWN SCALE 100 FIGURE PROPERTY PLAN Drawn BY SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA 01/15/98 Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM Project No CLYDE WILLIAMS ASSOCIATES INC 1456-9702-01 1456-9702-O1-15540-F1G9801 15CMC 15000-FRM0001 Rev 11-13-97 1k It .. _L .5 ____ 1S PROP RTY I.PLAN S..... PORTAGE TOWNSHIP 1/S.E SEC T.37N R.2E SCALE 100 FIGURE PROPERTY PLAN Drawn By SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA 01/15/98 Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM Project No ST JOSEPH COUNTY AREA PLANNING COMMISSION 1456-9702-01 1456-9702-O1-15540-F109801 I5CMC 15000.FRM0001 Rev 11.13.97 .i ....g- .i .T ... _____ _______L I\ 41IItIi .. Fi qt ii ........ .. 1W .. iar ER1Y 1\ ... fr PORTAGE TOWNSHIP 1/2 S.E 1/4 SEC T.37N R.2E DATE UNKNOWN SCALE 100 FIGURE PROPERTY PLAN Drawn BY SBC ED-NEWMAN BUILDING Approved By ElS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA 01/15/98 Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM Project No CLYDE WILLIAMS ASSOCIATES INC 1456-9 702-0 145697O2.O1.1554O-FIG98O1 15CMC 15000-FRM000I Rev 1.1397 ..Li Zj.. ...... i.4 ..... ...... .. 11411 iJI1jJ1 .EE J4 ....\...S..... 1i9r ...i .\./ _1 \\ $0 ____ IIt_To PORTAGE TOWNSHIP 1/2 S.E 1/4 SEC T.37N R.2E 987 SCALE 100 FIGURE PROPERTY PLAN Drawn BY SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA 01/15/98 TeIe 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM Project No ST JOSEPH COUNTY AUDITORS OFFICE 1456-9702-01 1456-9702-O1-15540-F1G9801 15CMC 15000-FRM0001 Rev 11-13-97 4f r.$__itr-1F ai ./iPI wF- ia // E4 %4 S__ 55 ..S .StSS$t 55 S555 5F5 555 r555 5555555 S55SSSSSS5 S$ SS 555555j IAI$ 55 S5 55 555w 555 __55-SSss SS S5S 5...Tz t11ItIL .s.f__I_I1_kAfrC_t .555 .5A 55 SS4 55 SSS 555 PORTAGE TOWNSHIP 1/2 S.E SEC.1 1_ T.37N R.2E FIGURE PROPERTY PLAN Drawn By SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA 01/15/98 Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM Project No ST JOSEPH COUNTY AREA PLANNING COMMISSION 1456-9702-01 1456-9702-O1-15540-F1G9801 15CMC 15000-FRM0001 Rev 11.13.97 APPENDIX PHOTO LOG --Tl1 Tr ftfl CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December 21 1997 DATE December 21 1997 LOCATION Standard Supply Company 405 West Sample LOCATION Standard Supply Company 405 West Sample South Bend IN South Bend IN SUBJECT Basement Air handling unit and overhead piping SUBJECT Basement More overhead piping with damaged and with suspect ACM insulation significantly damaged suspect ACM PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1456-9702-01-1 000L0G9801 22TJM 00000-LOG0001 Rev 11-07-97 ______________ ___ CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December 21 1997 DATE December 21 1997 LOCATION Standard Supply Company 405 West Sample LOCATION Standard Supply Company 405 West Sample South Bend IN South Bend IN SUBJECT Basement Significantly damaged and friable SUBJECT Suspect ACM on overhead piping typical on floors suspect ACM one through four PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1456-9702-01-1 000LOG98O122TJM 00000-10G0001 Rev 11-07-97FORD003943 CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December 21 1997 DATE December 21 1997 LOCATION Standard Supply Company 405 West Sample LOCATION Standard Supply Company 405 West Sample South Bend IN South Bend IN SUBJECT Paper wrapped around joists and beams located in SUBJECT Material stored on west side of the building various places on floors through This material is observing outside west wall and ground from view suspect ACM and was probably intended as fire proofing PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1456-9702-01-1000LOG98OI22TJM 00000-LOG0001 Rev 11-07-97 APPENDIX SANBORN FIRE INSURANCE MAPS L.J _I_tIet _____ .--------- f1Tr ITiJ IT ii LI --It- CJ o1--._-....-lt I--- rENc-TO -- ---- ri fl S4 IILJ HE Ix SMEO L_J LJ --- /0 .-_iL --- _____ -- -II j---- Q2z 9a /NThT IIIJ IEI1IIU _____________ jii __________________RH ii NNILiIi____________________________________It Ij_________ __ __ ___________r-i Li -1 Li ____________________ --___ __-J j-Ypof 83 JZ/9i7 9o-_c I d27 1/3 c9 c07 Lu S.LAFAYETTE iI ---------- ----- r------ --- /J I- W.TUTT 33 J3O ___________________S6 .ff f/I Ll-i ____ ___________Li fj ___________ ____________________________________________________ IZ gc 327 jzi-325 32/318 317 J/JF3 WAMLE--4- /2 ____ri -I lI____________L_____Il __________________ _______ LITIIP __ 11 _____________LITIIIII fl9h ______________ 58 ._- W.TUTT.1 ___________.u .wJ .io .Ip TM FTc J9 flJ Mi_in.l i1 ______ t_1 _g_C 171LJii IOU IM 59 i.1 ______ ______L_____ OEPNUMENT di V/d8 ZJS Fo 210 il-I 211 ono.o Vi-1I -.r ___ _________J4 .2 .d W.SAMPL II ITO _____________________________________ //// ______IL- 17 .------ c/i /i1s __ ____________L Efl I4lj______i co ________ TO _________ ____ ________________ Scale of Ie.t 74 JU -- ______f./--4- BH 81 14 330 .8 34 320 3/6 /59 ItO ///3 ai /8 ItO /70 rn __ ______ LJj F/RE DEPHRTMEHr 242 24/7405 238 237 235 2.5 233 F/RE DEPT Tfl7N Swlofffi2 FM NOffStS.-ONE $E wRQ wri 2I uo 1/00 P4 flivf ______ TWU 5qjcflrMFcRz tiv _________/i .333 32ª323 321 319 3i7 316 313 iii 309 --5ow\_ ____________________________318 3/4 __It V.I LJii ________ II i/II 1911 ii _________00 -----O/l o\ ________________ -.1-fl ___________________j ___ _______- \\__________ -For Report see Siieet 1y P0313 vPflflP PL LE _______________________ Scale of reet 100 l0 40 30 10 c-c $aoo-M.p Co ______ ____________________L2 .-L -- TM .1 PLA NT COc iL .r SI Pow 11 woo P03r3 5.4 747_v JI II __________________ II li UT I1i if PLtNFk0I ________.J ___ WOOD PO.S SAMPLE III Iirr .D \\i Ill THE STUDEBAKER C0RPV AUTOMOBILE Mfrs PLANTS /A102 DAY NIGHT SUNDAY WA7HMEN .4PP0 CLOC11S /1547 STEAM 70/ITS /W EL FUEL COAL OIL GAS WASTE WA TER FROM WELLS C77Y SL/PPL AUTO SPKI .5 YSM AS SHOWN GITY CON//S 68 /O /2 ONE /50000 GAL WT ON 9LOG 84 ELEVO /5OFr A8OV GROUND LEVEL OR 457 ABOVE /1/0//tsr HEAD ONE 75000 GAL ON ROOF OP BLDG.52 ELLVD J2/ASOVE //G.YLCT I/SAD THESE 74/115 APP FILLED MY 3/JOG PM ALL/S CHALMERS CE//TRIP LEG DR/Vt/I PUMP AUTOMATICALLY CO/ITROLLEL PRESSURE ON HEADS rRoIn Tn 78185 CITY pRESSURE 55185 P/RE PUMPS.-Two FAIR5A tfA-MORSE IJNDRWR/YZRS PUMPS 0-/7 /I /TflO 7PM PAr/I 0/P con IM TWO STA7p rrNrrnr Pt/MPT/fC OA Vt/i THESE /I/MP P1/h/P PAYM I344.O0oG4i A/.r//lVM UIf 1/V MYWN WELLS DOUSLE 8r TRIPLE HYDS VP HOSE XTi7RS /5 CITY F/RE ALARM BOXES ON GVUND5 .9900 2iNOSE fi 500 Vi11C$T 77IRUOUP 8iOS 5/-40 GAL C//EM CAR7 41 40/IA PG4M/T CAR7 /G.4L FOAM/rE EXTGRS .5 St/AL P0.41./ITt ETRS ONE STUDBA/ER HOSE Cl/EM MOTOR TRIIC/0007Yi //OSE 01140 GAL C//EM TH 250 1/lOSE SCAt 00 ITTO OM I.CP1 fi 00 00 00 STANDARD Oll2jNy//I- I-JfJJ _____jf7 P11 ______________ _____/7/LI 1/i /1/ g$8hD6 PLANr --T--_._TiT.r 5prsy Pond SI 0/jr _____AM PLE _____ ft 67 THE STUDEBAKER CORPN AuTOMOBIlE MPR5 PLANTS 14/102 Ac va/Sr sN04Y warrnsirw App/S C/PC/If C/A .5/PA.r.fr/.1 0/VF4 I/C PP ri/ri PSI /5/I _A.t WAS/I ItS//Si C/I II/FII./A//V S//FO/ 4//p 010 5Y/I7/M AS 5/lawn C/VP Cold/IS vr 1/3 /Vf C/S/SOP /4/ 4/7 P10/S Ad P//P/i /5/i/f Aft/I/f fl0/1l/NCuf 46/4Ptvr Y/PPC.1 sf4/S mi 50/SC GAL wi ON ROOT Of 8//V ge iflI .8/Sri pcI/PUP C/A/i 97/191 4/IN 49/t/i/fOPY /0/SO JIM 41/S fl/MiPS CIVIC/i 1/c C/Vt/I fl/tIC 4/57/444/Aj /V/NCPOIILC PRPSc/M7 0/I/tAIlS /95/gqy rv qrs.cRt /53183 1/Ct P/SM/it Tf tA/DMA N/C cf/i/It vpfCwQVTP.t ri/aWl c-..s-coo//PM P41W QN /5/i/I Or Cl 114/7 .i/Ail /fvrc/r /q/44P1/C 0001W C95f5 fl/A/P.S P9/419 fl/SM 3410/SC /741 aIsrRIO/I r/IflS /5/PSI/IM WritS 001131/fR/PIP NV/fl VIS ti/SAP ArGo /SC7I f/or A/ARM $flfS 4s/5t7C /NI/4O//N0S /151/10 29515/7 /000 tAfl/C/WI//I//f sinai 445 FIlM SItS 41 JIll/SI f/lAM/ri CARP /5/I 70451/7/FYI//C 1/1411flA 4/17 /vr CI 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 Alt Newman Building 405 West Sample Street South Bend IN 46601 Date December 16 1997 Report ID Number 1226-201 Especially Prepared For Ms Cathy Collins EIS Environmental Engineers P0 Number 1456-9702-01 Limits of Information Customer proceeds at its own risk in choosing to rely on EcoSearch Environmental Resources Inc EcoSearch 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 EcoSe arch 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 1226-201 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 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 databases are at the site itself or within the study radii The site summary pages 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 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 would like further help in understanding our reports please call as our intention is to have this report helpful to you EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc Database Descriptions --Federal Databases Ut National Priorities List US Environmental Protection Agency Data Date August 14 1997 Office of Solid Waste and Emergency Response Release Date August 14 997 703 603-8881 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 14 997 Office of Solid Waste and Emergency Response Release Date August 14 1997 800 775-5037 Active Date September 29 997 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 NFRAP by the EPA This action was taken by the EPA beginning February 995 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 foundIt.111 --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 1997 202 260-4348 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 RCRA 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 CORRACTS information is included Its1 1Ieti.iiior 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 997 202 260-4347 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 RCRA 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 00kg 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 1226-201 Environmental Date of Report December 16 1997 Resources Inc RCRA Administrative Action Tracking System US Environmental Protection Agency Data Date April 14 995 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 14 997 Office of Solid Waste and Emergency Response Release Date February 14 997 202 260-2342 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 spilt 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 30 995 Office of Pollution Prevention and Toxics Release Date Not Available 202 260-3992 Active Date August 1996 This database stores information about facilities which handle PCBs and file EPA form 77 10-53 It is divided into storage facilities disposers generators and transporters 111 Toxic Release Inventory US Environmental Protection Agency Data Date October 994 Office of Pollution Prevention and Toxics Release Date Not Available 202 260-1531 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 is released on an infrequent basis by the US EPA 1111 Section Seven Tracking System US Environmental Protection Agency Data Date January 1995 Office of Prevention Pesticides and Toxic Substances Release Date Not Available 202 564-5008 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 IIsN1 Civil Enforcement Docket US Environmental Protection Agency Data Date April 22 996 Office of Enforcement Release Date Not Available 202 564-41 14 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 and includes data regarding facility name dates laws violated and penalties assessed EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc tDqi Toxic Substances Control Act Inventory US Environmental Protection Agency Data Date May 14 1986 Release Date Not Available 202 554-1404 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 1226-201 Environmental Date of Report December 16 1997 Resources Inc Database Descriptions --State Databases Indiana State Cleanup List Indiana Department of Environmental Management Data Date August 28 997 Office of Environmental Response Release Date October 997 317 308-3008 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 12/10/95 I1Ai Indiana Permitted Solid Waste Facilities Indiana Department of Environmental Management Data Date June 30 997 Office of Solid Waste Management Release Date June 30 997 317 232-3399 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 I-u11 Indiana Leaking Underground Storage Tank List Indiana Department of Environmental Management Data Date June 23 997 Release Date June 23 1997 317 308-3090 Active Date August 11 997 The IDEM 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 tui Indiana Registered Underground Storage Tank List Indiana Department of Environmental Management Data Date June 23 997 Underground Storage Tank Branch Release Date June 23 997 317 308-3008 Active Date August11 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 1226-201 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Statistical Overview Report Priority Risk Report 405 West Sample Street Radii ASTM South Bend IN 46601 Zip Codes 46601 46619 46613 46617 46616 City South Bend Latitude 41 .664875 Longitude 86.255993 County Saint Joseph FEDERAL DATABASES Radius Mappable Sites Unmappable Sites miles Total Site within 1/4mi 114 1/2m1 1/2-lmi Zip Code City County NPL 1.000 01 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 within 1/4mi 1/4-1/2m1 1/2 imi Zip Code City County SCL 1.000 SWF 1.000 LUST 0.500 15 13 UST 0.250 MANUAL GEOCODING In this report 677 in 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 1226-201 Environmental Date of Report December 16 1997 Resources Inc fri -V LL EcoSearch LJ tijiIILL \t EnvironmentalJHHY\1r Resources Inc_L___1/IJ PriorityRisk sc ___Report Map ReportiD 1226-201 _____ _-Site 405 WestSampleStreet South Bend iN 46601 _______ Study Site ws ______Study Site Matches Database Radius mu WPoS NPL Sites 1.00 CERCLA Sites 1.00 10 ET RCRA ISO Sites 1.00 RCRA Generator Sites 025 ________ERNS Sites 0.25 PADS Sites 1.00 TRI Sites 0.50 _____SSTS Sites 1.00EEDOCKETSites1.00 TSCA Sites 1.00_____________ CO SCL Sites 1.00 21 SWF Sites 1.00 ______LUST Sites 0.50 USTSites 0.25 _______________________________ Li Two Database Matches Three or More Matches LIll Database Area Site -- ______________ ___________11 Parks Stt5 5N 0.5 LII incorp Areas ___ Secondary Roads Eoos LI ----Water Freeways 11111 Cemeteries -.---Railroads Boundaries _______________________________________________________________________________________________________ Radii 1/4 mile 1/2 m Note The information contained on this map is subject to the general disclaimer on the first page tL________EcoSearch Environmental to to _______ ____Resources IncOstrncotway St Priority Risk ______SSt Co____Report Map Report ID 1226-201 18 Site 405 West Sample Street 11 South Bend IN 46601 onorSt ES St _______________________________ _______ Study Site Study Site Matches Database ____________________________ Radius ml ETUESt NPL Sites 1.00 10 wiotto CERCLA Sites 1.00 RCRA TSD Sites 1.00 24 RCRA Generator Sites 0.25 ERNS Sites 0.25 PADS Sites 1.00 TRI Sites 0.50 So OtoSt SSTS Sites 1.00 to eeae St TSCA Sites 1.00 DOCKET Sites 1.00 EEISscS SCL Sites 1.00 SWF Sites 1.00 LUST Sites 0.50 UST Sites 0.25 sss ____________________________ aiaAV Two Database Matches Three or More Matches C1as Database Area Site 21 22 syto M.JUe1Ii ___________________________ Parks Streets ________________________________________________Incorp Areas Secondary Roads ___________________________________________________________PrimaryRoads _________Water Freeways 1V1 iiS Cemeteries Railroads EInan.Av ----Boundaries RadIi 114 mIle 112 mIle 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 Generator SOUTH BEND TOY INC 0.02546 ml RCRA Notifier Site 404 SAMPLE ST SOUTH BEND IN 46601-2837 1ND980999544 SAINT JOSEPH Manually Geocoded UST SOUTH BEND LATHE 0.04279 mi 2A Indiana Underground Storage Tank 400 SAMPLE ST ESE SOUTH BEND IN 46601-2837 378 ST JOSEPH Manually Geocoded RCRA Generator SOUTH BEND LATHE 004279 mi 2B RCRA Small Quantity Generator 400 SAMPLE ST ESE SOUTH BEND IN 46601-2837 IND005163738 SAINT JOSEPH Manually Geocoded RCRA Generator HAMILTON BODY SHOP INC 0.14674 ml RCRA Small Quantity Generator 917 LAFAYETTE BLVD ESE SOUTH BEND IN 46601-3323 INDO1 6626210 SAINT JOSEPH Manually Geococied UST ZIOLKOWSKI CONST 0.17543 mi 4A Indiana Underground Storage Tank 1005 LAFAYETTE BLVD ESE SOUTH BEND IN 46601-3325 11 335 ST JOSEPH Manually Geocoded RCRA Generator ZIOLKOWSKI CONSTRUCTION 0.17543 mi 4B RCRA Small Quantity Generator 1005 LAFAYETTE BLVD ESE SOUTH BEND IN 46601-3325 1ND984877597 SAINT JOSEPH Manually Geocoded CERCLA AVANTI 0.18041 mi 5A CERCLA Site Delisted NFRAP Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 1ND984885780 SAINT JOSEPH Manually Geocoded SCL AVANTI MOTOR CORP 0.18041 mi 5B Indiana State Cleanup List Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 0000020 SAINT JOSEPH Manually Geocodecl RCRA Generator ABN MOTOR CORP 0.18041 mi 5C RCRA Notifier Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 1ND98O903256 SAINT JOSEPH Manually Geocoded RCRA Generator BUILDING CO 0.18041 ml 5D RCRA Notifier Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 IND982646994 SAINT JOSEPH Manually Geocoded RCRA Generator ABN MOTOR CORP 0.18041 ml 5E RCRA Notifier Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 INDOO1 756881 SAINT JOSEPH Manually Geocoded RCRA Generator ST JOSEPH CO HOUSEHOLD HAZ WST COL PRG 0.18097 mi 6A RCRA Large Quantity Generator 701 SAMPLE ST SOUTH BEND IN 46601-2821 IND984874941 SAINT JOSEPH LUST MUNICIPAL SERVICE FACILITY 0.18097 mi 6B Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 9705501 SAINT JOSEPH Manually Geocoded EcoSearch Report ID 1226-201 Environmenta Date of Report December 16 1997 Resources Inc Site Summary Map ID Database Agency ID Site Name Address and County Distance/Direction LUST MUNICIPAL SERVICE FACILITY 0.18097 mi 6C Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 9510547 SAINT JOSEPH Manually Geocoded UST MUNICIPAL SERVICE FACILITY 0.18097 mi 6D Indiana Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 418 SAINT JOSEPH Manually Geocoded RCRA Generator GNB INC 0.21833 ml RCRA Large Quantity Generator 730 PRAIRIE AVE NNW SOUTH BEND IN 46601-2810 1ND981002199 SAINT JOSEPH UST CITY OF SOUTH BEND 0.22713 ml Indiana Underground Storage Tank 225 GARST ST ESE SOUTH BEND IN 46601-3319 18512 ST JOSEPH UST MECHANICS LAUNDRY SUPPLY INC 0.22963 mi Indiana Underground Storage Tank 835 PRAIRIE AVE WNW SOUTH BEND IN 46601-2813 14309 ST JOSEPH UST UNITED BEVERAGE 0.23274 mi 10 Indiana Underground Storage Tank 840 PRAIRIE AVE WNW SOUTH BEND IN 46601-2812 10212 ST JOSEPH UST MODEL COVERALL SERVICE 0.239 37 ml 11 Indiana Underground Storage Tank 717 SCOTT ST NW SOUTH BEND IN 46601-2825 17571 ST JOSEPH UST OLINGER DISTRIBUTING CO INC 0.24015 ml 12 Indiana Underground Storage Tank 922 MAIN ST SOUTH BEND IN 46601-3334 5111 STJOSEPH RCRA Generator SCHAFER GEAR WORKS INC 0.24127 mi 13 RCRA Small Quantity Generator 814 MAIN ST SOUTH BEND IN 46601-3008 IN0005226477 SAINT JOSEPH LUST RAITT CORPORATION 0.28926 mi 14 Indiana Leaking Underground Storage Tank 81 SAMPLE ST SOUTH BEND IN 46601-2845 9009591 ST JOSEPH LUST SHOUP BUSES INC 0.29357 ml 15 Indiana Leaking Underground Storage Tank 716 MAIN ST ENE SOUTH BEND IN 46601-3010 9311537 ST JOSEPH LUST AMERICAN HILIFT COMPANY 0.30526 ml 16 Indiana Leaking Underground Storage Tank 828 KERR ST SOUTH BEND IN 46601-2836 9304092 ST JOSEPH CERCLA INDUSTRIAL FUELS RESOURCES CHEM SOLV 0.30641 mi 7A CERCLA Site Delisted NFRAP Site 604 SCOTT ST NW SOUTH BEND IN 46601-2822 1ND980590947 SAINT JOSEPH Manually Geocoded EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc Site Summary Map ID Database Agency ID Site Name Address and County Distance/Direction RCRA TSD ENVIRONMENTAL SERVICES OF AMERICA-IN INC 0.30641 mi 7B RCRA TSD and Generator 604 SCOTT ST NW SOUTH BEND IN 46601-2822 IND980590947 SAINT JOSEPH Manually Geocoded LUST UNITED PARCEL SERVICE 0.30743 ml 18 Indiana Leaking Underground Storage Tank 607 SCOTT ST NW SOUTH BEND IN 46601-2823 9101 531 ST JOSEPH Manually Geocoded LUST CITY OF SOUTH BEND PROPERTY 0.31252 ml 9A Indiana Leaking Underground Storage Tank 11 30 MAIN ST ESE SOUTH BEND IN 46601-3338 9303524 ST JOSEPH LUST JERRYS-U-SERVE FORMER 0.31252 ml 9B Indiana Leaking Underground Storage Tank 1130 MAIN ST ESE SOUTH BEND IN 46601-3338 9302528 ST JOSEPH LUST MICHIGAN HAUL CENTER VACANT 0.36384 ml 20 Indiana Leaking Underground Storage Tank 1120 MICHIGAN ST ESE SOUTH BEND IN 46601-3428 9605525 ST JOSEPH SCL ALLIED PRODUCTS 0.38933 ml 21 Indiana State Cleanup List Site SSW SOUTH BEND IN 6950501 SAINT JOSEPH Manually Geocoded LUST ALLIED PRODUCTS 0.38933 ml 21 Indiana Leaking Underground Storage Tank 601 BROADWAY ST SSW SOUTH BEND 46601-3357 9008539 ST JOSEPH LUST ALLIED PRODUCTS CORPORATION 0.38933 ml 21C Indiana Leaking Underground Storage Tank 601 BROADWAY ST SSW SOUTH BEND IN 46601-3357 9012535 ST JOSEPH SCL ALLIED SIGNAL CORP 0.38933 ml 21 Indiana State Cleanup List Site SSW SOUTH BEND IN COMM14 SAINT JOSEPH Manually Geocoded LUST ECKLER LEHAY LUMBER CO 0.39275 ml 22 Indiana Leaking Underground Storage Tank 1406 FRANKLIN ST SSE SOUTH BEND IN 46613-2006 9404513 ST JOSEPH LUST ALTMAN FAMILY TRUST 0.42177 ml 23 Indiana Leaking Underground Storage Tank 613 MICHIGAN ST NE SOUTH BEND IN 46601-2411 931 523 ST JOSEPH Manually Geocoded SSTS SINTON SUPPLY COMPANY INC 0.42692 ml 24 Section Seven Tracking System 204 SAMPLE ST SOUTH BEND IN 46601-3447 036739IN 00105 SAINT JOSEPH Manually Geocoded LUST OLDFORT BUILDING SUPPLY 0.44294 mi 25 Indiana Leaking Underground Storage Tank 1401 MAIN ST SE SOUTH BEND IN 46613-2205 9102511 STJOSEPH EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc Site Summary Map ID Database Agency ID Site Name Address and County Distance/Direction LUST HARMON GLASS COMPANY 0.48476 mi 26 Indiana Leaking Underground Storage Tank 502 WESTERN AVE SOUTH BEND IN 46601-2706 9308501 ST JOSEPH CERCLA KOKOKU WIRE INDUSTRIES CORP 0.80227 mi 27 CERCLA Site Delisted NFRAP Site 1217 WALNUT ST WSW SOUTH BEND IN 46619-4305 1NDO7432O755 SAINT JOSEPH Manually Geocoded SSTS WATCON INC 0.96388 mi 28 Section Seven Tracking System 2215 MAIN ST SSE SOUTH BEND IN 46613-2315 0138121N 00105 SAINT JOSEPH Manually Geocoded Site plotted or corrected using paper maps phone calls and other resources to properly place the site on the map --Agency Provided Lat/Long 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 1226-201 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 lD 5A Distance mi 0.180411 Direction ENE 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 lD IND984885780 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reported NPL Status Not on the NPL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non-Oil Spill 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 ID 17A Distance ml 0.306411 Direction NW Facility Name 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 ID 1ND980590947 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reported NPL Status Not on the NPL 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 Date Completed DISCOVERY Not Reported 01/15/88 PRELIMINARY ASSESSMENT Not Reported 12/30/88 Map ID 27 Distance ml 0.802265 Direction WSW 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 ID 1ND074320755 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reported NFL Status Not on the NPL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non-Oil Spill Not ReportedRCRSFacilityIndicatorYesRCRAFacility Event Date Started Date Completed DISCOVERY Not Reported 09/04/89 PRELIMINARY ASSESSMENT Not Reported 09/25/89 RCRA TSD and Generators Data Facility and Compliance Information Map ID Distance mi 0.025463 Name SOUTH BEND TOY INC Direction Address 404 SAMPLE ST EPA ID/f 1N0980999544 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Private Land Contact Name DAVID PINK Contact Phone 219-289-9275 No Compliance Information Reported No RAATS Information Reported for this Site No Corrective Action Instrument Information for this Site Map ID/f 2B Distance mi 0.042793 Name SOUTH BEND LATHE Direction ESE Address 400 SAMPLE ST EPA ID/f 1N0005163738 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Private Land Contact Name ROBERT PFLUGNER Contact Phone 219-289-7771 No Compliance Information Reported No RAATS Information Rorted for this Site No Corrective Action Instrument Information for this Site Map ID/f Distance mi 0.146740 Name HAMILTON BODY SHOP INC Direction ESE Address 917 LAFAYETTE BLVD EPA ID/f IND016626210 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 CRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the FRCRIS database by the USEPAFORD003971 _____________ RCRA TSD and Generators Data Facility and Compliance Information No Corrective Action Instrument Information for this Site Map ID 4B Distance mi 0.175430 Name ZIOLKOWSKI CONSTRUCTION Direction ESE Address 1005 LAFAYETTE EPA ID/I 1ND984877597 City State Zip SOUTH BEND IN 46624 Status SIC Code Unknown Land Type Unknown Contact Name BEN ZIOLKOWSKI Contact Phone 219-287-1811 No Compliance Information Reported No RAATS Information Reported for this Site No Corrective Action Instrument Information for this Site --Map ID/I 5C Distance mi 0.180411 Name ABN MOTOR CORP Direction ENE Address 765 LAFAYETTE EPA ID/I IND980903256 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name GEOFF NEWMAN Contact Phone 219-287-3381 No Compliance Information Reported No RAATS Information Reported for this Site No Corrective Action Instrument Information for this Site Map ID/I 50 Distance mi 0.180411 Name BUILDING CO Direction ENE Address 765 LAFAYETTE ST EPA ID/I 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 RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the RCRIS database by the USEPAFORD003972 RCRA TSD and Generators Data Facility and Compliance Information NORAATS Information Reported for this Site No Corrective Action Instrument Information for this Site Map ID 5E Distance mi 0.180411 Name ABN MOTOR CORP Direction ENE Address 765 LAFAYETTE BLVD EPA ID 1ND001756881 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 Site No Corrective Action Instrument Information for this Site Map ID 6A Distance mi 0.180970 Name ST JOSEPH CO HOUSEHOLD HAZ WST COL PRG Direction Address 701 SAMPLE EPA ID 1ND984874941 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Unknown Contact Name PAUL TROST Contact Phone 219-284-9775 No Compliance Information Reported No RAATS Information Reported for this Site No Corrective Action Instrument Information for this Site Map ID Distance mi 0.218333 Name GNB INC Direction NNW Address 730 PRAIRIE AVE EPA ID 1ND981002199 City State Zip SOUTH BEND IN 46624 Status SIC Code Unknown Land Type Unknown Contact Name MILTON Contact Phone 612-681-5305 1i FT TTTTAAt TIt.niriiU FTh RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the RCRIS database by the USEPAFORD003973 RCRA TSD and Generators Data Facility and Compliance Information No Compliance Information Reported No RAATS Information Reported for this Site No Corrective Action Instrument Information for this Site Map ID 13 Distance mi 0.241 269 Name SCHAFER GEAR WORKS INC Direction Address 814 MAIN ST EPA ID/I 1ND005226477 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 Information Reported for this Site No Corrective Action Instrument Information for this Site Map ID 7B Distance mi 0.306411 Name ENVIRONMENTAL SERVICES OF AMERICA-IN INC Direction NW Address 604 SCOTT ST EPA ID 1ND980590947 City State Zip SOUTH BEND IN 46601 Status SIC Code 2869 Land Type Private Land Contact Name JAMES KUIPERS Contact Phone 219-234-0441 RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the RCRIS database by the USEPAFORD003974 RCRA TSD and Generators Data Facility and Compliance Information EVALUATIONS Eval 871130001 Agency State Evaluation Date 11/30/87 Eval 880126002 Agency State Evaluation Date 01/26/88 Eval 880331004 Agency State Evaluation Date 03/31/88 Eval 880929006 Agency State Evaluation Date 09/29/88 Eval 890103008 Agency State Evaluation Date 01/03/89 Eval 890928011 Agency State Evaluation Date 09/28/89 Eval 900330012 Agency State Evaluation Date 03/30/90 Eval 900524013 Agency State Evaluation Date 05/24/90 Eval 90072401 Agency State Evaluation Date 07/24/90 Eval 900928016 Agency State Evaluation Date 09/28/90 Eval 910131018 Agency State Evaluation Date 01/31/91 Eval 910327019 Agency State Evaluation Date 03/27/91 Eval 910814022 Agency State Evaluation Date 08/14/91 Eval 910926026 Agency EPA Personnel Evaluation Date 09/26/91 Eval 920220028 Agency State Evaluation Date 02/20/92 Eval 920813031 Agency State Evaluation Date 081 3192 Eval 930203032 Agency State Evaluation Date 02/03/93 Eval 930728036 Agency State Evaluation Date 07/28/93 Eval 931209001 Agency EPA Contractor Evaluation Date 12/09/93 Eval 931217034 Agency State Evaluation Date 12/17/93 Eval 940204035 Agency State Evaluation Date 02/04/94 Eval 940829037 Agency State Evaluation Date 08/29/94 Eval 941201042 Agency State Evaluation Date 12/01/94 Eval 941201043 Agency State Evaluation Date 12/01/94 Eval 950216045 Agency State Evaluation Date 02/16/95 Eval 950609047 Agency State Evaluation Date 06/09/95 VIOLATIONS Viol 1ND980590947S0069 Violation Type TSD Other Requirement Actual Resolution Date 06/12/95 Viol IN098059O947S0068 Violation Type TSD Other Requirement Actual Resolution Date 06/12195 Viol 1ND98O590947SO067 Violation Type TSD Other Requirement Actual Resolution Date 03/10/95 Viol 1ND980590947SO066 Violation Type TSD Other Requirement Actual Resolution Date 03/10/95 Viol 1ND980590947SO063 Violation Type TSD Land Ban Requirements Actual Resolution Date 08/09/94 Viol 1ND98059O947S0062 Violation Type TSD Other Requirement Actual Resolution Date 08/09/94 Viol 1ND980590947S0O61 Violation Type TSD Other Requirement Actual Resolution Date 08/09/94 Viol 1ND980590947S0O60 Violation Type TSD Other Requirement Actual Resolution Date 08/09/94 Viol 1ND98059O947S0059 Violation Type TSD Other Requirement Actual Resolution Date 08/09/94 Viol 1ND980590947S0058 Violation Type Generator Any Requirements Actual Resolution Date 08/09/94 Viol 1ND980590947S0O57 Violation Type TSD Other Requirement Actual Resolution Date 04/08/94 Viol 1ND980590947S0056 Violation Type Generator Any Requirements Actual Resolution Date 04/08/94 Viol 1ND980590947S0055 Violation Type ISO Other Requirement Actual Resolution Date 03/15/94 Viol 1ND98059O947S0O54 Violation Type TSD Other Requirement Actual Resolution Date 03/15/94 Viol 1ND98059O947S0O53 Violation Type Generator Any Requirements Actual Resolution Date 03/15/94 Viol 1ND980590947S0051 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND98O590947SO050 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND98O59O947S0049 Violation Type TSD Land Ban Requirements Actual Resolution Date 04/05/95 Viol 1ND98O590947S0048 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND98O590947SO047 Violation Type TSD Other Requirement Actual Resolution Date 04/05/95 Viol 1ND98O590947SO046 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND980590947S0045 Violation Type TSD Other Requirement Actual Resolution Date 04/05/95 Viol 1ND980590947S0O44 Violation Type TSD Other Requirement Actual Resolution Date 04/05/95 Viol 1N0980590947S0043 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND980590947S0041 Violation Type TSD Other Requirement Actual Resolution Date 04/05/95 Viol 1N098O590947S0039 Violation Type TSO Other Requirement Actual Resolution Date 04/05/95 Viol 1ND98O590947SO033 Violation Type Generator Any Requirements Actual Resolution Date 05/12/92 Viol 1N098059O947S0029 Violation Type TSD Other Requirement Actual Resolution Date 01/14/93 Viol 1ND980590947S0028 Violation Type TSD Other Requirement Actual Resolution Date 01/14/93 Viol 1N098O590947SO026 Violation Type Generator Any Requirements Actual Resolution Date 02/17/94 Viol IND98O590947SO021 Violation Type TSD Other Requirement Actual Resolution Date 02/17/94 Viol 1ND980590947S001 Violation Type TSD Other Requirement Actual Resolution Date 02/1 7/94 Viol 1N0980590947S0014 Violation Type TSD Financial Responsibility Requirements Actual Resolution Date 05/02/94 Viol 1N0980590947S0O13 Violation Type TSD Other Requirement Actual Resolution Date 05/02/94 Viol 1ND98O590947SO01 Violation Type TSD Other Requirement Actual Resolution Date 05/02/94 Viol 1ND980590947SO01O Violation Type TSD Land Ban Requirements Actual Resolution Date 02/28/90 Viol 1ND980590947S0009 Violation Type Generator Land Ban Requirement Actual Resolution Date 02/28/90 Viol /t 1ND980590947S0008 Violation Type ISO Land Ban Requirements Actual Resolution Date 05/30/89 Viol 1ND98059O947S0007 Violation Type Generator Land Ban Requirement Actual Resolution Date 05/30/89 Viol 1ND980590947S0006 Violation Type TSD Land Ban Requirements Actual Resolution Date 03/28/89 Viol 1ND98059O947S0005 Violation Type Generator Land Ban Requirement Actual Resolution Date 03/28/89 Viol 1ND980590947S0004 Violation Type ISO Land Ban Requirements Actual Resolution Date 03/28/89 Viol 1ND980590947S0003 Violation Type Generator Land Ban Requirement Actual Resolution Date 03/28/89 Viol 1ND980590947S0002 Violation Type TSD Financial Responsibility Requirements Actual Resolution Date 04/12/88 RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the RCRIS database by the USEPAFORD003975 RCRA TSD and Generators Data Facility and Compliance Information Viol 1ND980590947S0001 Violation Type TSD Financial Responsibility Requirements Actual Resolution Date 04/12/88 Viol 1ND980590947E0002 Violation Type Generator Land Ban Requirement Actual Resolution Date 02/28/94 Viol 1ND980590947E0001 Violation Type Generator Any Requirements Actual Resolution Date 11/18/92 ENFORCEMENTS Enf 871215001 Agency State Type Written Informal Date 12/15/87 Enf 880128002 Agency State Type Written Informal Date 01/28/88 Enf 890217003 Agency EPA Type Written Informal Date 02/17/89 Enf 89031 5005 Agency EPA Type Written Informal Date 03/1589 Enf 900103006 Agency EPA Type Written Informal Date 01/03/90 Enf 910104007 Agency State Type Written Informal Date 01/04/91 Enf 910502012 Agency State Type Written Informal Date 05/02/91 Ent 910926009 Agency EPA Type Initial 3008a Compliance Order Date 09/26/91 Enf 920121011 Agency State Type Initial 3008a Compliance Order Date 01/21/92 Enf 920316013 Agency State Type Written Informal Date 0316/92 Enf 920616014 Agency State Type Written Informal Date 06/16/92 Enf 921118008 Agency EPA Type Final 3008a Compliance Order Date 11/18/92 Enf 930430015 Agency State Type Written Informal Date 04/30/93 Enf 940111017 Agency State Type Written Informal Date 01/11/94 Enf 940120016 Agency State Type Initial 3008a Compliance Order Date 01/20/94 Enf 940201018 Agency State Type Written Informal Date 02/01/94 Enf 940210010 Agency EPA Type Written Informal Date 02/10/94 Enf 940301019 Agency State Type Written Informal Date 03/01/94 Enf 940517020 Agency State Type Initial 3008a Compliance Order Date 05/17/94 Enf 941202021 Agency State Type Written Informal Date 12/02/94 Enf 950327022 Agency State Type Written Informal Date 03/27/95 No RAATS Information Reported for this Site Action ID 3065 Issue Date 9/26/1991 Facility Type Privately held facility Facility ID 1ND980590947 Final Date 11/18/1992 Action Type 3008a Compliance Order Docket NumberV-W-91 R-17 Final Penalty Amount 13000.00 Total Proposed Penalty 22800.00 -- No Corrective Action Instrument Information for this Site Event Date Event Description Agency Program Reported Status 10/4/90 RFA Completed EPA RCRA 1/22/93 Determination of need for an RFI EPA RCRA RFI is not necessary 3/31/94 Corrective Action Pnoritization EPA RCRA Medium Priority RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the RCRIS database by the USEPAFORD003976 SSTS Data Section Seven Tracking System Data Pesticide Producers Map ID 24 Distance mi 0.426916 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 ID 28 Distance mi 0.963880 Name WATCON INC Direction SSE Address 2215 MAIN ST City State Zip SOUTH BEND IN 46613 Agency ID Code 0138121N 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 lO SB Distance mi 0.18041 Direction ENE 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 Project Manager/Info COMPLETED Chemist Not Reported Geologist Not Reported On Commissioners Bulletin Yes Score Indiana Scoring Model 28.28 Scoring Date 5/2292 Map ID 21A Distance mu 0.38933 Direction SSW Name ALLIED PRODUCTS Address Agency ID 6950501 City State Zip SOUTH BEND IN Type of Site Voluntary Cleanup Site County ST JOSEPH Project Manager/Info ED JONISKAN Chemist Not Reported Geologist Not Reported On Commissioners Bulletin No Score Indiana Scoring Model N/A Scoring Date Map lD 21 Distance mi 0.38933 Direction SSW Name ALLIED SIGNAL CORP Address Agency ID COMM14 City State Zip SOUTH BEND IN Type of Site On the Commissioners Bulletin Only County ST JOSEPH Project Manager/Info Not Reported Chemist Not Reported Geologist Not Reported On Commissioners Bulletin Yes Score Indiana Scoring Model 41.75 Scoring Date 5/15/92 Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 6B Distance mi 0.18097 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 05/02/97 Revision Date 05/02/97 Media Affected Soil Groundwater Comments Map ID 6C Distance mi 0.18097 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 14 Distance mi 0.28926 Name RAITT CORPORATION Direction Address 815 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 10/23/90 Revision Date 10/23/90 Media Affected Soil Comments Map ID 15 Distance mi 0.29357 Name SHOUP BUSES INC Direction ENE Address 716 MAIN ST Agency ID 9311537 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 11/29/93 Revision Date 11/29/93 Media Affected Soil Comments 5BAAA Map ID 16 Distance ml 0.30526 Name AMERICAN HILIFT COMPANY Direction Address 828 KERR ST Agency ID 9304092 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 06/16/93 Revision Date 06/16/93 Media Affected Soil Comments 5BAAA Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 18 Distance mi 0.30743 Name UNITED PARCEL SERVICE Direction NW Address 607 SCOTT ST Agency ID 9101531 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST 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 ID 19A Distance mi 0.31252 Name CITY OF SOUTH BEND PROPERTY Direction ESE Address 1130 MAIN ST Agency ID 9303524 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 03/11/93 Revision Date 03/11193 Media Affected Soil Comments 5BBAA Map ID/I 19B Distance ml 0.31252 Name JERRYS-U-SERVE FORMER Direction ESE Address 1130 MAIN ST Agency ID 9302528 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 02/23/93 Revision Date 02/23/93 Media Affected Soil Comments 5BAAA Map ID/I 20 Distance ml 0.36384 Name MICHIGAN HAUL CENTER VACANT Direction ESE Address 1120 MICHIGAN ST Agency ID 9605525 City State Zip SOUTH BEND IN 46601 Substance Released Gasoline Disposition No Further Action Disposition Date 08/30/96 Priority Low Initiated By Voluntary Data Entry Date 05/28/96 Revision Date 08/30/96 Media Affected Soil Comments Removed USTs\overexcavated 33 cb yds\TPH 20 ppm Map ID/I 21B Distance mi 0.38933 Name ALLIED PRODUCTS Direction SSW Address 601 BROADWAY ST Agency ID 9008539 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Disposition No Further Action Disposition Date 07/22196 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 Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 2W Distance ml 0.38933 Name ALLIED PRODUCTS CORPORATION Direction SSW Address 601 BROADWAY ST Agency ID 9012535 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Disposition No Further Action Disposition Date 07/25/96 Priority Low Initiated By Voluntary Data Entry Date 12/14/90 Revision Date 01/29/97 Media Affected Soil Comments Voluntary clean up/remediation effective/TPH objective Map ID 22 Distance ml 0.39275 Name ECKLER LEHAY LUMBER CO Direction SSE Address 1406 FRANKLIN ST Agency ID 9404513 City State Zip SOUTH BEND IN 46613 Substance Released Petroleum LUST Disposition Active Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 04/13/94 Revision Date 04/13/94 Media Affected Soil Comments 5BAAA BOTTOM TPH SAMPLES AT 1320 AND 1290 SIDE 20 Map ID 23 Distance ml 0.42177 Name ALTMAN FAMILY TRUST Direction NE Address 613 MICHIGAN ST Agency ID 9311523 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 11/16/93 Revision Date 02/03/97 Media Affected Soil Comments 5BBAA Map ID 25 Distance mi 0.44294 Name OLDFORT BUILDING SUPPLY Direction SE Address 1401 MAIN ST Agency ID 9102511 City State Zip SOUTH BEND IN 46613 Substance Released Petroleum LUST 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 ID 26 Distance mi 0.48476 Name HARMON GLASS COMPANY Direction Address 502 WESTERN AVE Agency ID 9308501 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 08/03/93 Revision Date 08/03/93 Media Affected Soil Comments 5BAAA Indiana UST Data Indiana Registered Underground Storage Tank Data Map ID 2A Distance Imi 0.04279 Agency ID 378 Direction ESE 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 4A Distance mi 0.17543 Agency ID 11335 Direction ESE Owner ZIOLKOWSKI CONST Name ZIOLKOWSKI CONST Owner Address 1005 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 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 Last Used Not Reported 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 Map ID 6D Distance mi 0.18097 Agency ID 418 Direction Owner CITY OF SOUTH BEND Name MUNICIPAL SERVICE FACILITY Owner Address 1045 SAMPLE ST Address 701 SAMPLE City State Zip SOUTH BEND IN 46619 City State Zip SOUTH BEND IN 46625 Phone 219-284-9251 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 09-01 -95 Closure Status Replace Substance Diesel Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 12000 Composition Steel Closed 09-01-95 Closure Status Replace Substance Diesel Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 12000 Composition Steel Closed 01 -22-96 Closure Status Replace Substance Diesel Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 01-22-96 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 01-22-96 Closure Status Replace Substance Diesel Last Used Not Reported Indiana UST Data Indiana Registered Underground Storage Tank Data Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 01-22-96 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 09-01-90 Closure Status Replace Substance Gasoline Last Used 09-01-90 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 09-01-90 Closure Status Replace Substance Gasoline Last Used 09-01-90 Status Permanently Out of Service Installed Not Reported Capacity 1000 Composition Steel Closed Not Reported Closure Status Replace Substance Used Oil Last Used Not Reported 10 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 01-22-96 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed 08-30-95 Capacity 20000 Composition Steel Closed Not Reported Closure Status Replace Substance Diesel Last Used Not Reported 12 Status Permanently Out of Service Installed 08-30-95 Capacity 20000 Composition Steel Closed Not Reported Closure Status Replace Substance Gasoline Last Used Not Reported 13 Status Currently In Use Installed 08-30-95 Capacity 20000 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported 14 Status Currently In Use Installed 08-30-95 Capacity 20000 Composition Steel Closed Not Reported Closure Status No Status Substance Diesel Last Used Not Reported Map ID Distance mi 0.22713 Agency ID 18512 Direction ESE Owner CITY OF SOUTH BEND Name CITY OF SOUTH BEND Owner Address 1308 COUNTY CITY BLDG Address 225 GARST ST City State Zip SOUTH BEND IN 46601 City State Zip SOUTH BEND IN 46601 Phone 219-235-9251 Status Permanently 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 Last Used 12-01-92 Map ID Distance mil 0.22963 Agency ID 14309 Direction WNW Owner MECHANICS LAUNDRY SUPPLY INC Name MECHANICS LAUNDRY SUPPLY INC Owner Address P0 BOX 428 Address 835 PRAIRIE AVE City State Zip INDIANAPOLIS IN 46206 City State Zip SOUTH BEND IN 46625 Phone 317-263-5260 Status Unregulated Installed Not Reported Capacity 6000 Composition Unknown Closed Not Reported Closure Status No Status Substance Other Last Used Not Reported Map lD 10 Distance mu 0.23274 Agency ID 10212 Direction WNW Owner MDI CORP Name UNITED BEVERAGE Owner Address P0 BOX 96 415 NEW ST Address 840 PRAIRIE City State Zip GOSHEN IN 46526 City State Zip SOUTH BEND IN 46625 Phone 219-533-4171 Status Currently In Use Installed 01-01-83 Capacity 10000 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported Indiana UST Data Indiana Registered Underground Storage Tank Data Status Currently In Use Installed 01-01-81 Capacity 8000 composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported Status Currently In Use Installed 01 -01-81 Capacity 10000 Composition Steel Closed Not Reported Closure Status No Status Substance Diesel Last Used Not Reported Map lD 11 Distance mi 0.23937 Agency ID 17571 Direction NW Owner MODEL COVERALL SERVICE Name MODEL COVERALL SERVICE Owner Address 100 28TH STREET Address 717 SCOTT ST City State Zip GRAND RAPIDS Ml 49548 City State Zip SOUTH BEND iN 46601 Phone 616-241-6491 Status Permanently Out of Service Installed Not Reported Capacity 8000 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used 07-01-91 Map ID 12 Distance mu 0.24015 Agency ID 5111 Direction 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 317-876-1188 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 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 In stead 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 1226-201 Environmental Date of Report December 16 1997 Resources Inc Unmappable Sites Database Agency ID Site Name and Address County UST 965 SOUTH BEND CO Indiana Underground Storage Tank NO LOCATION ADDRESS GIVEN SAINT JOSEPH SOUTH BEND IN SCL 7100081 DUNPHY PROPERTY Indiana State Cleanup Lsst Site SAINT JOSEPH SOUTH BEND IN EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Radon Risk Map for Indiana M.ne c..__ .--.--...... W.e ........... .M Famle _____________...._________ Hu ____ J_-lH Union Mawce US EPA Residential Radon Survey Sample Homes over pC/L Radon Concentration Fd Over 50% Hwiwn 20%to5O% 5%tol9% ______ Under5% _____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 pCi/L picocuries per liter radon concentration For additional information on this survey consult the next page Note 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 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 92Q5 Homes over 4oCi/L Homes over 2OoCi/L Homes over 4pCi/l Homes over 2OpCi/L Size Number Percentase Number Percentage Size Number Percentaoe 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% Bsnton 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% Clork 92 17 18.48%1.09%St Joseph 114 30 26.32%1.75% Clay 25.00%0.00%Storks 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%Tippecsnos 39 19 48.72%5.13% Desrborn 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% Fultos 22.22%0.00%Wayne 18 12 66.67%5.56% 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 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% Knox 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% Martin 0.00%0.00% Miami 28 15 53.57%3.57% Monroe 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% Perry 0.00%0.00% Pike 0.00%0.00% Porter 84 16 19.05%0.00% SOURCE EPA Map of Radon Zones Indiana ISeptember 1993 This EPA/State survey wes conducted in Indians during the winters sf1986.08 Doer 1909 homes were tested with shart.term 12.7 day charcoal resisters placed in the lowost livable area of the home These tests determine the red on concentration measured in pCi/I Ipi000uries per literl The measurement in the U.S is between and pCi/I.The EPA has established the guideline of pCi/I ease elanetaC indoo radon NOTE The sample size in each county may not be sufivieos to show statistical significance This information is NOT intended to determine if property in given covnty should be tested or radon If or when radon is concern all properties alsesid be tested regardless of tIre 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 lazardtus 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 animsl body Chronic Exposure Environmental Emergencies sith severe symptoms developing rapidly and Low doses repeatedly received by the body Incidents involving the release or 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 event or in short period of time classify certain liquids that will barn on the Environmental Hazard basis of flash points Both the NFPA and DOT condition capable of posing risk of exposure Aerobic generally define combustible liquids as to air water soil plants or wildlife Occurring in the presence of free oxygen having flash point of 100e For higher Exception Report Alkaline Concentration report that generators who transport waste substance with p14 between and 14 The relative amount of substance when off-site must submit if they do not receive An alkaline waste is considered hazardous combined or miced with other substances properly completed copy of their manifest when itt pH is 12.5 or greater within 45 days of the date on which the initial Contingency Plan transporter accepted the waste Ambient document setting out an organized Generator Existing conditins of air water and other planned and Coordinated course of action to ___________________________________________ media at particular time be followed in case of fire or noplosion 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 absenca of oxygen Corrosive GlovebagAssessment As defined by DOT corrosive material is devicn used to remove section of pipeAnanalysisoreoaninatlon liquid or solid that causes visible destruction insulation without isolating the entire space or 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 bn 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 Bases 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 radiationBufferZonecompounds 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 sod 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 eoistung or potential hazards caused by chemical physical and biological materials the migration of hazardous waste ICHSC Deep Well Injection These categories are flammable liquidsSnc25110.31 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 poisonous 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 subject to the hazardous large class of substances which form generator transporter or TSD waste manifest requirements of the EPA solutions having high pH specified in the CFR Title 40 Part 262 or Effluent would be subject to these requirements iv the absence vf an interim authorization to StateWastematerialeithertreatedoruntreated under CFR Title 40 Part 123 Subpartdischargedintothe environment EcoSearch Report ID 1226-201 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 larsity and generally tonic e.g lead silver must be submitted by TSD to receive irrespective of the amount of care taken in vercury end arsenic permit It contains general facility handling hazardous substance information lrnnpediate Removal Subtitle Actions undertaken to prevent or mitigate Part The part of RCRA which pertains to the vmediate 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 ISO to receive set lorth 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 nillinn 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 USTs The removal of released hazardous subotances Incident from the environment within non-immediate Superfund The release or potential release of hazardous long term time period Under CERCIA See CERCLA substance into the environment Actions intended to minimize increases in eoposure such that time and cost Synergistic Inert commitments are limited to six months and/or The action of two materials together which in lebibiting no chemical activity totally $1 million greater in effect than the sum of the unreactive 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 Census 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 dangerous to life Some examples phosgene range information Interim Status cyanogen and hydrocyanic acid ___________________________Tort Alltws owners and operators of TSDs that Poison Class legal wrong sometimes referred to as sore in eoistence or for which construction had commenced prior to November 19 1980 DOT term for liquid solid paste or negligence 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 Under federal law each party that contributed Pollutant udamages may be held liable for all Wastes lamages but each has the right to compel substance or mixture which after release ___________________________________________ Ihe slhers 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 leing subject to legal action for ones organisms and their offspring hazards behavior Priority Pollutants MSDS Material Safety Data Sheet list of chemicals selected from the list of toxic pollutants by the EPA as priority toxic Reqsired by OSHA of owners to alert pollutants for regulation under the Clean errrplsyees to hazards their effect and Water Act protective action Manifest Remedial Actions Responses to releases of hazardous Form which indicates generator quantity and substances on the NPL than are consistent type of waste for each shipment of hazardous with permanent remedy which would castes 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 Government follows in implementing The probability that an unwanted event will responses to incidents involving hazardous occur substances Second RespondersWastes Those personnel required to assist or relieve federal waste list comprised of substances first responders at hazardous materiel categorized as acutely hazardous incident due to their specialized knowledge equipment or experience These include State environmental protection or health officials commercial response cleanup companies and appropriate industry representatives EcoSearch Report ID 1226-201 iiEnvironmental Date of Report December 16 1997 Resources Inc Adupled from Lincolo Groduate Center 1993 Real Es101e Envimnmesotol Siurceoing Soc A000nic Trxos 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 -HH5 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 IDelisted CERCLA Sitel -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 1226-201 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 -RCRIS Resource Conservation and Recovery Information System -RFA RCRA Facility Assessment -RFI RCRA Facility Investigation -RI Remedial Investigation CERCLA -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 1226-201 Environmental Date of Report December 16 1997 Resources Inc APPENDIXG SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION RECEIVED TATE CLEANUP 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 tia 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 Oocwstentation 2.0 SiTE CRAEACrE1UZATION 2.1 Bascline Assessment 2.1.1 Baseline Ecological Assessment 2.1.2 Background Hydrogeological Assessment 2.2 Background Concentrations 2.3 Sampling Methodology 2.3.1 Sample Matrices 2.3.2 Sample Locations 2.33 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 APPENDiX BORING LOGS APPENDIX 13 CHAIN-OF-CUSTODY APPENDIX LABORATORY ANALYTICAL REPORTS LIST OF TABLES Izhk Deaenpton Soil Analytical Data Summary for lIST Closure TPH Soil Analytical Data Summaty 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 TN-i 11 Groundwater Analytical Data Summary-VOCs 12 Groundwater Analytical Data Summary SVOCs 13 Water Level Elevation Data Surficial Zone Advanccd Pollution TechnolotgistS LILt .Erviironmental Consultants- LIST OF FIGURES Eigiirg Deacnption 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 II 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 l6 North South Cross-Section A-A PCE Impacted Groundwater 17 Total SVOC Distribution ri Groundwater Shallow 18 Total SVOC Distribution in Groundwater Deep 19 North-South Stratigraphic Cross-section A-A 20 East-West Stratigraphic Cross-section 8-0 VRP Ska Invudgiiios Rcpait Mlicd PmCoqoiMo South P050 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 regarding 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 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 eas 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 1/8- 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 PoilutÆon Technotolgists Ltd -Environmental Consultants- VRP SUe Ievtsdgala RIpft Mited Pradanu Carpanta Sauth Be.d tadlais Pagelof 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 95 range and minimum winter temperatures are in the -IS 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 surface 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 weilfield is approximately one mile southwest of the facility Figure 1.2.2 Site History Allied retained PEL 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 TPH The analytical results indicated that no releases had occurred from this tJST 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 19205 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 lIST 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 UST Impacted soils were overexcavated and disposed Groundwater samples were not collected because groundwater was not encountered during the tank closure 20000-gallon fiST 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 Technololgists Ltd -Environmental Consultants- VR Sit liv.idpd.Rjp.n AWed ProdueUCop.nd South .d adios PaeJot mg/kg Groundwater samples were not collected because groundwater was not encountered during the tank closure En 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 t24-Trimethylbenzene concentration of 1052 ug/kg Since groundwater was not encountered during the tank closure groundwater sanples 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 retumed 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 PEE consisting of single monitoring wcll installed near the tanks indicated that releases to the groundwater had occurred based on the detection of Tetrachloroethylene or Tetrachloroethenc 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 Undereround Storage Tank Closure Report Allied Products Tank Farm Facility PET 1991 Underground Storage Tank Closure Renort Allied Products 20M00 L.tSIPEI 1991 Underground Storage Tank Closure Report PE 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 Adanced Pollution Tectinololgists Ltd -Environmental Consultants- VRI Site Ieveedpd.s Reei1 MIkd ProducteCoeporo Soeffi Sed iudiuA P.ie4of IS 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 BASEL1 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 I/S 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 1es Resource Availability in the St Joseph River Basin Indiana Indiana Department of Natural Resources 1987 Advanced Pollution Technololgists Ltd -Environmental Consultants- VRP SHe I.vadgads Repoel AUled ProdueCoepo.sUoi Soaeh Bead ladlais rates of Geoloeic Map of the 10..L2B Fort Wayne Guadranele Indiana Michkan and Ohio Showine Bedrock and tjnconsoljdated Deposits Indiana Department of Natural 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 geolo is part of the Kankakee Lowland ft 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 conceming 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 Water Resource Availability in the St Joseph River Basin 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/ft 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 massiv 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 in the unconfined aquifer underlying the site is approximately 25 feet Advanced Pollution Technololgists Ltd -Environmental Consultanu %RP SIi l.veflpdou Rtp.rt Mlkd Prodic Cafpnfl.s S.ik Bi.d ld lIp6o 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 performed 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 23.1 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 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 opportunity for the constituents of concern to contact 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 identify constituents that would be present on or near the groundwater surface Advanced Pollution Technololgists Lid -Environmental Consultants VRP Si Rps.t MU.d Prd.cC.snUs PseleI 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 west 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-l2 MW-13 MW-IS 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 and to characterize the local hydrogeologic conditions Figure The off-site monitoring well/well cluster locations MW-l6 MW-17 MW-li 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 east building Soil borings TB-b TB-2 TB-3 TB-4 TB-7 TB-8 TB-l4 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 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-5D provide information about the groundwater entering the site from the western boundasy The three._ 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 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 D1586-84 All soil Advanced Pollution Technololgists Ltd -Environmental Consultants- YR Site taveidpU Repsil MIICd ProducUC. So.ffi had Iadlaaa PieIof 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 bther 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 ND 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 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 welibore 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 Technololguts Ltd -Environmental Consultants- YR Site I.vesdgadsa Repeit AWed PrudecU C.ip.ndeu S..m Besd lidlali Pege9of 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 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 wnpling depth for soil samples e.g TB-or the monitoring well number followed by the code GW to identi 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 th sample bottle was then either discarded or sent to the laboratory for analysis While the PID 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 Advanced Pollution Technololgists Ltd -Environmental Consultants- VRP Site leveadgaflo Repset AiRed Predue Cerpsezd.a Seuti Bead I.la Page LOof ID 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 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 saznple 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 801 5-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 analyte equipped with Teflon sealed lids Preservation of the soil samples was accomplished by Advanced Pollution Technololgist Ltd -Environmental Consultants- VRP Ske t.vndpdo Report Allied ProdImCoeponq Soul flood l.dlw Pate II of cooling to 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 MCI to pH of less than Groundwater samples that were analyzed for SVOCs or 1PM 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 ThIVESTIGATION 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 chajacterization 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 TN-I forty-seven samples were analyzed for VOCs and seventy-three samples were analyzed for SVOCs Table The results of these analyses are discussed below IEH Seventy-one soil samples were analyzed for 1PM 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 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 II mg/kg MWI5D-40 to 30000 mg/kg MWID-38 The petroleum hydrocarbons were identified as motor oil and diesel The observed 1PM 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 MW20D-42 290 mg/kg TPH-diesel T4-SSE 2300 mg/kg TPH-diesel and T4.NSW 3600 mg/kg 1PH-dieset Monitoring wells MW-ID MW-2 and MW-i are located immediately downgradient of the foua tank UST system and MW-20D is an offsite monitoring well located northeast of the Allied facility The remaining four TPH detections i.e those where the 1PM 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 downgradient of the four tank UST system contained 43 mg/kg TPH-motor oil TPH-gasoline was detected at concentration of 11 mg/kg in MWI5D-40 which is located along the northem boundary of the site Soil boring TB-5 which is downgradient of the former 10000-gallon UST located north of the east building had TPH Advanced Pollution Technololgists Ltd -Environmental Consultants- VRP SItE I.vcWgsdou Rprt MIkd produce Cutpsnhiou Soum Bod lsd.s Page 2of detections at two depths TPH-motor oil was detected at concentration of 78 mg/kg at TB5-l and TPH-gasoline was detected at concentration of 59 mg/kg at TB5-24 summary of the 1PM analytical results for the soil samples is presented in Table The horizontal and vertical distributions of TPH in soil are presented in Figures and yQ 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 li22.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 MW13S-23.4 to 1000 ug/kg Ti-SSE The constituent 2-butanone was detected in 19 samples at concentrations ranging from 2.6 ugskg Ti-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/kg The constituent 12-dichloroethene was detected in two samples at concentrations of 5.8 ug/kg T3-EE and 8.7 ug/kg 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 l122-tetrachloroethanc 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 MW6-21.5 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/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 l122-tetrachloroethane 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 liSTs The cleanup objective of 210 ug/kg for 122-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 thj VRP Tier 11 cleanup objectives for non-residential scenario Also acetone 2-butanone and methylene 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 Sand Advanced Pollution Technololgists Ltd -Environmental Consultants VRPsftelaveadgadoulepeet MUed CUCaDea S..il lead IIeaa Page IS .t 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 forty-five soil boring/monitoring well samples and twenty-one of the twenty.eight closure samples exhibited detectable concentrations of one or more SVOC constituents Bcnzo anthracene benzo pyrene benzo tluoranthene beozo ghi perylene 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 phenathrene and pyrene were detected in at least one sample Benzo anthracene was detected in three samples at concentrations ranging from 51 ugllcg at MW2SD-26 to 120 ug/kg MWI5D-40 and 1B5-l Benzo pyrene was detected in four samples at concentrations ranging from 6.9 ug/kg MW2-21 to 130 ugllcg TB5-1 Benzo fluoranthene was detected in four samples at concentrations ranging from 51 ug/kg MW2SD-26 to 200 ug/kg TBS-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 was detected in three samples at concentrations ranging from 44 ug/kg TBI-12 to 80 ugllcg TB5-ll Bis2- ethylhexyl 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 T1-NSW at concentration of 35 ug/kg Chrysene was detected in five samples at concentrations ranging from 50 ug/kg MW2SD-26 to 930 ug/lcg T3-NSE Di-n-butyl phthalate was detected in 49 samples at concentrations ranging from 37 ug/kg T3-BW to 1800 ugllcg 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 was detected in six samples at concentrations ranging from 49 ug/kg TBI-12 to 300 ug/kg TB5-I Indeno 123- cd pyrene was detected in three samples at concentrations ranging from 37 ugilcg MW2-21 to 60 ug/kg at TB5-I The constituent 2-methylnaphalene was detected in one sample TBS-24 at Concentration of 200 ug/kg Naphthalene was detected in one sample TBS-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 ug/kg 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 Eli Advanced Pollution Technololgists Ltd -Environmental Consultants- VRP Ski la.sd.da Repiii AUIe rsdcu C.rpsntlsa S.vth Bi.d IUliu Pigellof 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 fornier four 4000-gallon UST system under the west building downgrsdient 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-motor 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-E MW-2 MW-3 MW-4 MW-7 and MW-i2 exhibited TPH concentrations ranging from 100 ug/L MW-ISS to 42000 ugfL MW-E TPH.inotor oil was identified in groundwater samples collected from monitoring wells MW-E 42000 ug/L MW-2 1400 ug/L MW-3 2500 ug/L MW-4 1400 ug/L and MW-12 570 ug/L TPH-diesel fl.iel 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 welt 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-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-l3D and MW-ISD exhibited TPH-gasoline concentrations of 120 ug/L and 560 ugfL respectively TPH-motor oil was detected at concentration of 270 ug/L in sample collected from monitoring well MW-l3S An unknown hydrocarbon was detected at concentration of 100 ugfL in sample collected from monitoring well MW-ISS An unknown hydrocarbon i.e not able to be fingerprinted was detected at Concentration of 840_ ug/L in sample collected from MW-i ID This monitoring well is located immediately dowogradient of former 20000-gallon UST northwest of the west building TPH-gasoline and an unknown hydrocarbon were detected ri off-site monitoring wells MW-16D MW-I 8D and MW-20D Groundwater samples collected from three monitoring wells exhibited TPH concentrations ranging from 110 ug/L MW-20D to 480 ug/L MW-16D TPH.gasoline was identified in groundwater samples collected from monitoring wells MW-180 420 ugfL and MW 20D 110 ugfL An unidentifiable hydrocarbon was detected at concentration of 480 ug/L in sample collected from monitoring well MW-l6D Advanced PollUtion Tectuiololgists Ltd -environmental Consultants- VR Silt nvudulO Rtpefl Mlkd Preducu C.tstpbes S.usb BeU.i.dlaum Page TPH-gasoline and TPH-rnotor 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 ugL and 1900 ug/L respectively in one sample TPH-gasoline was detected at concentration of 160 ug/L 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 groundwater samples are summarized in Table 10 The distribution of TPH 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 methylene chloride tetrachloroethene toluene 11 l-trichloroethane vinyl chloride and xylenes were detected in at least one sample Acetone was detected in eight samples at concentrations ranging from 3.0 ug/L MW 17S-GW to 15 ug/L WW2-GWI The constituent 2-butanone was detected in two samples at concentrations of 3.8 ug/L MWI$D.GWI to 8.4 ug/L MWI6D-GWI The constituent 11-dicholorocthane was detected in one sample MWI9S-GWI at concentration of 2.1 ugIL The constituent 12- dichloroethene was detected in five samples at concentrations ranging front 4.0 ug/L MWI2-GWL to 42 ug/L MWI3S-GWI Ethylbenzene was detected in four samples at concentrations ranging from 3.4 ug/L MW-S and MW5D-GWI to 5.5 ug/L MW2OS-GWI Methylene chloride was detected in three samples at concentrations ranging front 2.3 ug/L MW-6 to 5.3 ugL MW-Exst Tetrachloroethene was detected in 19 samples at concentrations ranging from 2.3 ug/L MW-4 to 510 ug/L MWISS-GWI Toluene was detected in nine samples at concentrations ranging from 2.0 ugfL MWIOD.GWI to 34 ug/L MW2OS-GWI The constituent 111-trichloroethane was detected in nine samples at concentrations ranging from 2.2 ugfL MW23D-GWI to 6.8 uglL MW2OD-GWI and MW2IS-GW1 Vinyl chloridc was detected in two samples at concentrations of 7.3 ug/L MW-Exst to 26 ug/L MWI7S-GWI Xylenes were detected in samples at concentrations ranging from 7.1 ug/L MW24D-GWI to 300 ug/L MW23S-GWI Two constituents were detected above the VRP Tier II non-residential scenario cleanup criteria tetrachloroethenc and vinyl chloride PCE was detected at concentrations exceeding the Tier II cleanup goal of 56.1 ug/T.in eight samples MW-i MW.2 MW-6 MWI3-GWI MWI3D-GWI MWI5D-GWI and MWI5-GW2 The highest concentrations of PCE were measured at monitoring wells MW-13S MW-13D MW-ISS and MW-ISD which are located its the northern portion of the site Concentrations of PCE in groundwater samples collected from these wells are 410 ugfL 460 ugfL 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 4000-gallon lIST system beneath the west building Groundwater samples collected from MW-IS MW-2 and MW-6 contained PCE concentrations of 110 ug/L 320 ugfL and ISO ug/L respectively Advanced Pollution Tecbnololguts Ltd -Environmental Consultants- VRP Sft lsvsdpfls Ripoi AW.d Prod.cu Cacp.nUoa So.tb B..d IadIa Psi Io Vinyl chloride byproduct of the degradation of PCE was detected in one sample MWI7S-GWI at concentration exceeding the ncr 11 cleanup goal of 10 ug/L 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 SVOCs 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 phthalate di-n-octyl phthalate fluoranthene 2-methylnaphalene naphthalene 4-nifrophenol pentachlorophenol phenol and pyrene were detected in at least one sample Benzo fluoranthene was detected in two samples at concentrations of 1.6 ugfL MW-to 6.0 ugfL MW-Bis 2-ethylhexyl phthalate was detected in 18 samples at concentrations ranging from 1.0 ug/L MWI8D-0W2 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 ug/L MW-3 to 13 ug/L MW-Exst Di.n-bueyl phthalate was detected in seven samples at concentrations ranging from 1.0 ug/L MWI3D-GWI to 2.5 ug/L MW23D-GW1 Di-n-octyl phthalate was detected in one sample MW16D-GW2 at concentration of 1.3 ug/L Fluoranthene was detected in three samples at concentrations ranging from 1.4 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 ug/L MW25D-GWI to 520 ug/L MW23S-GWI The constituent 4-nitrophenol was detected in one sample MW23S-GWI at concentration of 12 ug/L Pentaclslorophenol was detected in one sample MW-3 at concentration of 82 ugfL Phenol was detected in one sample MW SD-GWI at concentration of 1.5 ug/L Pyrene was detected in three samples at concentrations ranging from 3.4 ug/L MW-3 to 12 ug/L MW-3 Two SVOC constituents were detected above the VRP Tier II non-residential scenario cleanup objective bis2-ethyllsexyl phthalate and pentachlorophenol The sample collected from monitoring well MW-E contained bis2-ethylhexyl phthalate at concentration of 300 ug/L 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 ugIL This location was resampled and pentachlorophenol was not detected The results from the SVOC analyses of groundwater samples are summarized in Table 12 Th 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 lensts extends from the topsoil to depth of approximately 80 feet beneath the surface second stratigraphic unit consisting of interbedded sands and claycy silt deposits extends from depth of approximately 80 feet to bedrock located at depth of Advanced Pollution Technololgists Ltd -Environmental Consuitanto VRP Site t.eaiiiSU.u R1.1 MIkd Predeen Cerpsnds S..t Stud l.dla.i P15e17of IS 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 unconflned 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 Fable 13 indicates that groundwater flow is toward the northeast which is consistent with published regional trends and with the local topography The groundwater gradient approximately 0.003 ftft 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 dowugradient 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 assumcd to be on the order of 0.30 then an estimated maximum groundwater flow velocity of approximately 0.288 feet/day lOS feet/year can be calculated using the Darcy equation kifn 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 l122-tetrachloroethane PCE and IPH constituents Groundwater have been impacted above action limits by vinyl chloride PCE and TPH Constituents Advanced ollution Technololgtats Ltd -Environmental Consultants YR SU Iivsdpd.Ripen AWed rredecuCp.nusa Sauffi ludlau Pita 5.111 There are multiple sources of the observed aforementioned impact Specifically TPR releases are believed to have occurred from four separate former UST systems The PCE release appears to have occurred at single fanner 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 fanner four tank UST system beneath the west building consists of TPH.motor oil TPH-diesel 1122-tetrachloroethane 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 l.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 TPI 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 USTs located beneath the west building The maximum PCE concentrations were observed in MW-15S and MW-15D located at the dowugradient property boundary This distribution pattern is consistent with historical data which indicates that PCE-containing material was stored in the four 4000-gallon USTs located under the west building during the l960s Since these lISTs have not been used to store PCE-containing compounds since the 1960g 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 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 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 UST 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 liST system This liST reportedly contained gasoline kerosene and mineral spirits during its lifetime Advanced Pollution Technololgists Ltd -Environmental Consultants- VRP She taveidpd.s Repset AWed ProdicU Cecwnd.. kad.bdIa Pagtl5eIl 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 verees 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 UST 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 wall 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 finm 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 reniediate 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 various remediation techniques on the site constituents and environment Advanced Pollution Technololgists Ltd -Environmental Consultants- CO DV OVVD DV REV OVER CREED DV R-t1LAJ41-.hLi1hi11 11 MILE M7I4 -wTrTFI11 rii 31 J1 H-Il fft Ht1IitLIT c-cin 14 IIIiU1 f1i inLRtV14 PiTITll iVrj44LEI jJ rlt1 IV SITE AOcA TIPN Figure SITE LOCATION MAP ALLIED PRODUCTS SCALE SOUTH BE SOtIRlF II .S 5S 5-MINEITE TOPOGRAIIIIC MAP SOAITRE REND FAST IN VITAl REVISED IDOl AND PREPARED F l Vfr 7-M MIC on .tM1t RtV one Dee rn _______ SAMPLE STRE __ __L_ __OAOTAY Figure spar SITE MAP AND ENV ALLIED PRODUCTS SCALE SOUTH BEND INDIANA SOURCE SURVEY MAP BY STACHWAN _______________PAC en SCALE SOft SAlTS sso 300 000 CCI U.3S P000UCTO __________________________________________________________CC o_CI OV RI DRC CR10 HI OCR 0T CORD 01 -1rr-T.-- ..Tf1 ff lli-MILE LfiU-4J4f .f4-fiJbt /RADWS -j -J III/-111TW4/-.J -LL W-1Jfl IltI xci ThfjtNORTHJ/MILE Ii TE $_-LEGEND MUNICIPAL WATER ..ggppjy WELL LOCATION -T .J SITE LOCA TIN -_Figure WATER SUPPLY WELLS ALLIED PRODUCTS SOUTU HEND INDIANA EAST IN QUAD IREVISED lOll AND IC t.I Del IT 7t WV TITI USI fl 3APLFREET Jr__ IIl7 DII II LI IIJU.WT LEGEND I__i 91 91112lT 0k _____ _____ M1J fl.ll eoo.aY_.TIJ Figure UNDERGROUND STORAGE TANK LOCATIONS ALLIED PRODUCTS SCAL SOUTH BEND SOURCE CURVE AIAP CTRICHI4AN ________________ SCALE rn SOIL 381CC 31385 330 600 CHICAGO T1pIOI $70t.MI CtaD rArI REV RATC DEl IV SAJG1 17.fl _______L DRRST TR _________RI TiJ IJIDADl__lIi Figure MONITORING WELL AND SOIL BORING LOCATION MAP ALLIED PRODUCTS SOUTH BEND INDIANA 3OURC DUETtY LAP BY ACHWt _________PRAR FOR IU.Z ltD BOlt DATED 3t385 200 OO Err IVWTO OLL flG .r fl LEGEND Li ________WAY DISTRIBUTION op TFH IN SOIL ALLIED PRODUCTS SOUTII BEND INDIANA souRcYLA CE-- __AM lint 0Kb pJt WS.cI4 .tv Mo on Th NORTH 5.0K CRAV 20 20 0tKb0KO 50K/but 20 ____ GR0U r.SI 504 SlIM FRPGMOTS 20 KEY MAP LEGEND fl Ifl3-4fl Sit 3-Il-fl oti pt4 744r liv Sit c.ti lii GIROT0TRi ____ _____LEGEND ____IItiti 1331 Onti IRPIOJAY .3370 Rain at 33-lit Figure DISTRIOUTiON OF PCE IN SOIL AWED PRODUCTS SOUTH 551W INDIANA oouocg soTEVEE cow _________PREPARED roe SCALE lo 808.SATED 3385 200 O0 FORT AL0200 PRODUCTY ___________________________________________________________________________________CHICAGO._C.L000I3 Lr .n.-.jnrc s-.-fl Ion ccv parc QUTh NONTN EF SNC 20 20 cotol Ncc/cU 20 // OTOP OWL vcrewe 20 KEY MAP LEGEND Figure sCREENED TsevoL NORTH SOUTH TFOFOROO SW OOOO CROSSSECTION MDL LIW DETECTION LIMIT ALLIED ROOUCTS PCE CONCETEFOATION IN PCE IMPACTED SOIL US NOT SAMPLED SCALE SOUTH BIND INDIASA PWL0505 FOR 000 000 fLIT 11100 PRODUCTSflfl-__________________________________CIOCAGO llI10FORD004025 o.a r4br 4-BAIeT ________ L_.__ .LL ___ __BBOADTAY _f Figure 10 TOTAL SVOC DISTRIBUTION IN SOIL AWED PRODUCTS SCALE SOUTH BEND INDIANA SOURCE SURVEY MAP BY PYRACROW2 _________PBVAR 0B SCALE 1io Bolt.DJTZD 31300 200 .00 fEET A1L P0000CTO __________________________________________________________________________________C00C000 0LEEB 3--.v -- _______-t AIZ RT _______ ______ _______ 3k-- T1 ____ _____SnHOAYT __vr.5i Figure Ii APr TPH DISTRIBUTION IN GROUNDWATER SHALLOW ALLIED PRODUCTS SCMt SOUTH BEND INDIANA saURCE SURTY lOOP FY STRLCH000R _________700 SCOLE 2I flIt.DATED 3385 200 000 7CET _w_ /ibc1 MP.Z TR1Vr ___________________________________/- __ --GAPTT ___- LEGEND ______ ____ ffeflaz Alit AlMEI .1 -r----i- MI it Figure 12 APF TPH DISTRIBUTION IN GROUNDWATER DEEPAWEDPRODUCTS SOUTH BEND INDIANAjCELWTYPtAZWron OOt ro ta 000 000 OOET 0-___--.- Iii INTE10IOCD smo/su SmO coma SI OTTO SOMS fR.GUD4TS 10 ITO20 20 KEY MAP LUJ1 LEND Figure 13 JL SCRCNCD INTERVAl NORTH SOUTH CROSSSECTION CROUw0WATCR/L TPH IMPACTED GROUNDWATER 851 8510w SElECTION uug ALLIED PRODUCTS OS NOT SAMPLES SCALE SOUTH BEND INDIANAo0flfl __________________________________________________________________________________________.cIIICRSIL 1D ______________________ ___________ ROWAT Figure 14 PCE DISTRIBUTION IN GROUNDWATER DEEP AWED PRODUCTS SOUTH BEND INDIANA SOURCE SURVEY SLAP AT STRACILAR SCALE AOtt.DATED 31365 ASO OO rEAr CECO OLAIOE 1/ t.. ______ __________ IOADTAY Figure 15 API PCE DISTRIBUTION IN GROUNDWATER DEEP ALLIED PRODUCTS SOUTH BEND INDIANA SOSRCE SURVEY TLAP BY STRACODW2 __________PRTS0RZS FOB SCALE lID 8080.SATED 32385 200 00 roo ALLIED PRODUCTS _______________________________________________________________________________CIDCACO SL02Ol ____ 70I_43 jUTE 3_I_I CIfl tI 1Ev maiD c..IT22 1MW GRAIN 20 20 RATThIEDEO 5MM/SLY 20 GU 20 KEY MAP LEGEND Figure 16 _-.-jr1JU1J NORTH SOUTH__-Ikij_I1 SCREENED IN RVAL AlGAL CROSSSECTION PCE CONCENTRATION IN PCE IMPACTED GROUNDWATERIlLGROUNDWATERag/L B0L BELOW DETECTION UNIT .4 NS NOT SMIPLED SOUTH BEND INDIANASCALE cti AUJED rRoouCrIFORD004032 -- ___________.L_0A03T OTRT ___________L2I _____ mwADyAy Figure 17 TOTAL SVOC IN GROUNDWATER SHALLOW ALLIED PRODUCTS SCALE SOUTH BEND INDIANA SOURCE CERVEY OLAP STRAcmwo _________PRIP0R FOR SCALE Ith 802t.UATEO 31385 220 O0 rots 82.0.205 P800UCT ___________________________________________________________CRIEAG8 5052020 ______ Im a. j7s4 A1PLZ TRLT ______ _______ ____APJT TREZ ____- 9LfL DODTAY Figure 1.6 TOTAL SVOC IN GROUNDWATER DEEP ALLIED PRODUC SCALE SOUTH BEND SOURC SURVEY SLAP VTRACHSLAH SCAII 1SL 8055 DATE 31380 000 00 8051 ALL FR00UCT cmc100 niNce Li__i Ig _______ 10 ____II ________ IjIjI _____ OaT IT$t c4br1 MV MIT 0411 fl EI SI ASPHALT FiLL100WI3D 4W21D EFiLL SAND SAND 80 80 CaR SANG GRAVEL 60 SAND 60 rn 45 TO 45 ID 45 KEY MAP 40 40__ Figure 20 CROSSSECTION_l II ALLIED PRODUCTSEt11-SOUTH RENDS INDIANA _____________ _____________01 AC.o3.a flT iIT It flY 011 Cj.0 IT _________ SAMPLE S5REET __________ .TNm iL1i --CAS010_\ N. LEGEND 10 ii.. ..a flat II Ofl AT RIIOAOTAY L___.\U\4. Figure 21 pr POTENTIOMETRIC MAP SURFICIAL Z ALLIED PROD SCALO SOUTH BEND INDIANA SOURCE SURVEY MAP RY STRACHMAN _________________PAR ITO SCM.E Ito 0031 DAYES 5-385 300 odo cci UJE0 P0000C7O ______________________________________________________________________________cwrcp riilgi ll EIS ENVIRONMENTAL ENGINEERS INC PHASE ENVIRONMENTAL SITE ASSESSMENT STANDARD SURPLUS COMPANY 405 WEST SAMPLE STREET 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 Mogerman ftStep nk Project Engineer President 1456-9702-O1-15540PH1 980123TJM EXECUTIVE SUMMARY EIS Environmental Engineers Inc EIS of South Bend Indiana conducted Phase Environmental Site Assessment the Assessment of the Standard Surplus building and property located at 405 West Sample Street in South Bend Indiana 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 no evidence of recognized environmental conditions in connection with the Property except for the following 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 and up-gradient of the published and demonstrated groundwater flow direction The EPA has adopted policy under which property owners whose property is contaminated by contamination migrating from adjoining properties are not liable if they did not contribute to the contamination potential environmental problem may be caused if deep excavation at the Property encounters contaminated groundwater EIS is of the opinion that this environmental condition has low to moderate potential to impact the Property Suspect asbestos-containing material located throughout the on-site building in the form of pipe insulation and fire proofing paper on joist and beams 1456.9702.O1.15540PH1 980123TJM 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 10 4.0 SITE RECONNAISSANCE AND INTERVIEW INFORMATION 11 4.1 Client/User Information 11 4.2 Site Reconnaissance 11 4.3 Results 12 5.0 PHYSICAL SETTING ANALYSIS 13 5.1 On-site Hazardous Substances with Potential to Migrate 13 5.2 Off-site Hazardous Substances with Potential to Migrate 13 1456-9702-O1.15540PN1 980123TJM ii SECTION PAGE 6.0 FINDINGS CONCLUSIONS AND OPINIONS 14 7.0 NON-ASTM SCOPE CONSIDERATION 15 7.1 Asbestos-Containing Material 15 8.0 RECOMMENDATIONS 16 APPENDICES QUALIFICATIONS OF PARTICIPATING EIS PROFESSIONALS SITE LOCATION MAP AERIAL PHOTOGRAPHS PHOTO LOG SANBORN FIRE INSURANCE MAPS ENVIRONMENTAL REGULATORY DATABASE REPORT ECOSEARCH REPORT SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION l45897O2-O11554OPH1 98O12TJM 1.0 INTRODUCTION EIS Environmental Engineers Inc EIS performed Phase Environmental Site Assessment the Assessment of the Standard Surplus Company property located at 405 West Sample Street in South Bend Indiana the Property The qualifications of the EIS Environmental Professionals who participated in the 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 1456-9702-Ol-15540PH1 980123TJM .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 waiTanty or guarantee with respect to recognized environmental conditions at the subject 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 rio limitations or exceptions to the scope set forth in ASTM Practice E1527 1.4 Conditions Limiting Use of the ASTM Standard Practice At the time of the site reconnaissance the soil was covered with snow and ice and areas along the west side of the building were obscured by stored material 1.5 Methods During the site reconnaissance Mr Mogerman of EIS Environmental Engineers Inc ElS was accompanied by Mr Dennis Lambert Property Manager in walk through of the interior of the building The exterior was viewed by Mr Mogerman during walk of the Propertys perimeter The following people were interviewed or consulted Name Title and Organization Dennis Lambert Property Manager since 1964 and life-long resident of South Bend Ed Joniskan Indiana Department of Environmental Management i458-9702-O1-15540PH1 980123TJM 2.0 SITE DESCRIPTION 2.1 Location Cross Street The Property is located at 405 West Sample Street in South Bend Indiana just north of the intersection of West Sample Street and South Franklin See Site Location Map Appendix Legal Description The Property is located in southeast quarter of the southeast quarter of Section 11 Township 37 North Range East See 1989 Aerial Photograph and Property Line Drawing Appendix 2.2 PropertyNicinity Description The Property is an essentially rectangular-shaped parcel of land approximately 300 feet by 290 feet covering approximately 87000 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.Mlnute 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 the following structure was observed on the Property Standard Surplus Company Building Number of stories Square footage 256170 sf Building use Commercial Sales and Auto Parts Warehouse Exterior finishes Brick Roof Year Old Neoprene Covering over Pitch and Gravel with wood deck Sanitary Waste System Municipal since initial construction according to building manager Septic None Other Wastewater Disposal No other waste disposal noted Water Supplys Municipal since building construction according to building manager Mechanical Systems Window Unit Air Conditioning Road/alleys/parking Asphalt Sources Site Reconnaissance 1456-9702-O1-15540PH1 98O12TJM 2.4 Environmental Liens Specialized Knowledge or Experience Mr John Stark of South Bend Community and Economic Development was not aware of any environmental liens and had no specialized experience or knowledge of environmental issues associates with the Property 2.5 Current Uses of the Property The Property is currently occupied by Standard Surplus Company an auto parts sales company Sources Key Site Contact and Site Reconnaissance Obserations 2.6 Current Uses of Adjoining Properties The Property is bound on the North by vacant unoccupied land followed by former heavy industrial buildings currently used for warehousing South by West Sample Street followed by heavy industrial property East by vacant unoccupied property West by South Bend Municipal Services Building Police/Fire/Streets 1456.9702-O1-15540PH1 9801231JM 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 hazardous waste environmental conditions which could have an adverse impact on the Property These data were obtained from contract data research firm arid 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 UST MILES NATIONALPRIORITYLISTNPL 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 2114/97 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 4/22/97 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 ___________________________________ INDIANA PERMITTED SOLID WASTE FACILITIES 6/30/97 0.5 SWF _____________________________________ 1456.97O2-O.1554OPH1 980123TJM APPROXIMATE MINIMUM SEARCH DISTANCE RECORD SOURCE DATE OF LIST MILES INDIANA REGISTERED UNDERGROUND STORAGE 6123197 Property and Adjoining Properties TANK UST LIST INDIANA LEAKiNG UST LUST LIST 8/23/97 0.5 SITES IDENTIFIED FROM STANDARD SOURCES PROXIMITY TO BASEs FACILITY SUBJECT NAME ADDRESS PROPERTY SOURCES COMMENTS _______________________________________milesldirectlon _________ 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 SOG Ziolkowski Construction 1005 Lafayette Blvd 0.1 SSW RCRA SQG _____________________ ________________ _____________UST _________ South Bend Lathe 400W Sample St 0.1 WSW RCRA SOG _____________________ ________________ _____________UST _________ Michiana Transmission 902 Michigan St 0.1 ESE RCRA SOG Enyart Electric Motor Serv 122 Sample St 0.2 RCRA SQG ____________________________________________________UST __________ South Bend Toy 404W Sample 0.2 RCRA Notifier Olinger Distributing Co 922 Main St 0.1 ESE UST City of South Bend 225 Garat St 0.2 SSE UST John Shoup 716S 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 613 Michigan St 0.3 NE LUST Municipal Service Facility 701 Sample St 0.3W LUST Olciforl Building Supply 1401 Main St 0.4 SSE LUST United Parcel Services 607 Scott St 0.4 WNW LUST et Eckler Lehay Lumber Co 1406 Franklin 0.4 SSW LUST Raift Corporation 815W Sample St 0.4W LUST Murray Herman Property 511 Eddy St 0.4 LUST Amoco ________________________________________________________ American Hilift Co 828 Kerr St 0.4 LUST Gates Chevy World 333W Western Ave 0.4 LUST South Bend Post Office 424 Michigan St 0.4 NNE LUST ef 1456.9702.sl.15540PH1 5BOI23TJM PROXIMITY TO DATA BASES FACILITY SUBJECT NAME ADDRESS PROPERTY SOURCES COMMENTS _________________________ ____________________ftnilesldlrectlon ______________ ____________ Allied Products 601 Broadway 0.4 SW LUST _________________________ ____________________ _______________SCL Harmon Glass Co 502W Western Ave 0.4 NNW LUST ef Sinton Supply Co 204 Sample St 0.2 SSTS Watcon 2215 Main 1.0 SSTS This former CERCLA site is not upgradient of the presumed groundwater flow direction in the area of the Property 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 facility 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 downgradient or cross-gradient of the presumed groundwater flow direction in the area of the Property 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 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 S ity r456.9702.O1-15540PH1 980123TJM 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-eighth of mile south of the Property and up-gradient of the groundwater flow direction in the Property vicinity 3.3 Historical Use Information EIS reviewed readily available historical records and documents and conducted interviews in order to identify all 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_97O2-O1-15540PH1 980123TJM AERIAL PHOTOGRAPHS YEAR SCALE OBSERVATIONS 1966 14OO The Property contained the current on-site building and was bounded on the North by large industrial building followed by parking lot and more heavy industry South by West Sample Street followed by heavy industry East by large parking lot followed by South Lafayette and commercial and industrial sites and West by heavy industry specifically an industrial facility with four large smoke stacks material storage immediately adjacent to the Property and indications of demolition land fill activity See Appendix 1971 1100 The Property contained the current on-site building and was bounded on the North by large industrial building followed by parking lot and more heavy industry South by West Sample Street followed by heavy industry East by large parking lot followed by South Lafayette and commercial and industrial sites West by heavy industry specifically an industrial facility with four large smoke stacks The material storage immediately adjacent to the Property and indications of demolition landfill activity noted in the 1966 aerial were not noted in the 1971 aerial It appears that regrading of the land surface immediately adjacent and northwest of the Property had occurred See Appendix Also appearing in this aerial is the current Municipal Services building at 701 West Sample Street Police/Fire/Street Departments Post 1971 1100 Same as 1971 except that the west adjacent site no longer contains the large industrial building In its place is paved parking area Date Uncertain presumably used by the Municipal Services Building The west adjacent site also contains what appears to be dirt covered area immediately adjacent to and northwest of the Property containing several above-ground storage tanks and numerous debris piles and some areas of significant surface staining The north adjacent property contains numerous drums stored outside along its west boundary within 100 feet of the Propertys north boundary Post 1971 1100 Same as prior photo except that the west adjacent site contains the Date Uncertain current dome used by Municipal Services to store road salt Also noted are several piles of material probably sand and other road construction materials including large debris pile The staining noted in the previous aerial was not noted in this aerial Drum storage is also noted on the north adjacent property in this aerial as in the previous aerial Sources St Joseph County Auditors Office St Joseph County Area Plan Commission 1456.9702.O1.15540PH1 980123TJM FIRE INSURANCE MAPS YEAR SCALE OBSERVATIONS 1893 l50 Swygart Lumber Yard Part of Studebaker Brothers Manufacturing Company 1899 150 Residential on the west portion of the Property and South Bend Fire Department Hose Company No on the east portion 1917 150 Current on-site building on the west portion of the Property and South Bend Fire Department Hose Company No on the east portion where the parking lot is now 1917 1100 Current On-site Building Revised 1945 West adjacent property contained Power House followed by 1.5 million gallon spray pond water softening plant and two 158000-gallon oil tanks Copies of Sanbom Maps discussed above are presented in Appendix The Property appears to have been used for residential and municipal Fire House purposes in the late 1800s In the early part of the 1900s the east portion of the Property continued to contain the Fire House and the west portion the current on-site building By 1945 the Fire House had been replaced by parking lot Historically the area has been used for heavy industry Sources City Directories and Fire Insurance Maps St Joseph Public Library 3.4 Results The records review did not identify any recognized environmental conditions on the subject Property 1456-9702-O1-15540PH1 9801231JM 10 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 which 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 El None noted Floor Drains El None noted Hazardous El None noted Substances/Petroleum Products ______________ ____________________________________ Odors _______Nothing unusual Polychiorinated Biphenyl El None noted PCB-Containing Equipment _________________________________________ Pits Ponds Lagoons None noted Pools of Liquids None noted Railroad Spurs None noted during site reconnaissance however Sanbom maps indicated presence of railroad spur west of the __________________________________ _______Property Septic Systems El None noted Solid Waste Disposal El Typical municipal waste No hazardous or otherwise suspicious waste activities ______________________________________noted Solvents El None noted Stained Soil or Pavement El None noted Stains or Corrosion on Floors El The building has stains and markings on Walls Ceilings floor and walls consistent with an __________________________________ _______industrial storage facility of its age Stressed Vegetation El El Vegetation was dorman 1456-9702.01-1 5540PH1 9801 231dM 11 Observed Issue Yes No Comments 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 indications of recognized environmental conditions were noted during the site reconnaissance except for signs of potential asbestos-containing material ACM 1456-9702-01.1 5540P01 980123TJM 12 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 The Saint Joseph Aquifer System 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 area 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 groundwater contamination Depth to groundwater in the area of the Property is published 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 Report located less than one-eighth of mile south of the Property The Allied Report contained groundwater sampling data taken between April 1994 and May 1995 of the area south southeast and east of the Property and showed groundwater near the Property to be at approximately 25 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 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 the Allied Products Corporation site located approximately one-eighth of mile south of the Property and upgradient of the groundwater flow direction in the area Contamination has been discovered Allied Report directly upgradient of the Property including soil and groundwater petroleum-contamination and soil SVOC contamination Portions of the Property are included in the contaminant plume drawings of the Allied Report 1456-9702-01-1 5540PH1 980123TJM 13 6.0 FINDINGS CONCLUSIONS AND OPINIONS EIS has performed Phase Environmental Site Assessment the Assessment in conformance with the scope and limitations of ASTM Practice 1527 of the Standard Surplus Company building and property located at 405 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 no evidence of recognized environmental conditions in connection with the Property except for the following Potential migration of off-site contaminants petroleum and SVOC onto the Property from the Allied Products Corporation site located approximately one-eighth of mile south of the Property and upgradient of the groundwater flow direction in the area The EPA has adopted policy under which property owners whose property is contaminated by contamination migrating from adjoining properties are not liable if they did not contribute to the contamination potential environmental problem may be caused if deep excavation at the property encounters contaminated groundwater EIS is of the opinion that this environmental condition has low to moderate potential to impact the Property Suspect asbestos-containing material throughout the on-site building 1456-9702.O1-15540P141 9S0123TJM 14 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 umocent 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 consideration of the folowing non-scope issues 7.1 Asbestos Material suspected of containing asbestos was noted throughout the on-site facility and included materials such as pipe insulation pipe wrap pipe fitting insulation and wrapping around air handling duct work and floor beams and floor joists In the opinion of the EIS professional who conducted the site reconnaissance all of these materials are of the apparent age and appearance as would be expected of typical ACM used in the 1930s 40s and 50s Much of the material is significantly damaged and friable 1456-9702.O1.15540PH1 980123TJM 15 L.Lf T1 rii xi II NIX mi SITE LOCATION .4 2000 2000 IN FEET ich 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 NEWMAN BUILDING EIS ENVIRONMENTAL ENGINEERS INC 405W 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 CMC 01/08 1456-97O2.O1.1554O-FIG9O1O8TMM 15000-FRM0004 Rev 11-18.97 APPENDIX AERIAL PHOTOGRAPHS 8.0 RECOMMENDATIONS EIS recommends that an asbestos survey of the building be conducted 1456-97O2-o1-15540PH1 980123TJM 16 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 AD 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 ElS 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\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 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 M.S Thesis University of Notre Dame 1976 LIB\RE59504\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 potenti and i\LIB\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 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\UB\RES\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 LIB\SOQ9G11 APPENDIX SITE LOCATION MAP ..t j11 J. .4r i4id .3 i_I .1.J 4jJ.1 11.Ii Jill WJ1JJ 41 .4I.j4 --I- j3 PR0 RTY Ii PORTAGE TOWNSHIP S.E SEC 11 T.37N R.2E DATE UNKNOWN SCALE 100 FIGURE PROPERTY PLAN Drawn By SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET CMC Date 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM CLYDE WILLIAMS ASSOCIATES INC 1456-9702-01 1456-8702-Ol-15540-FIG98OII5CMC 1$000-FRM000I Re 11-13-97 I- .1 .r 5-fl tt-1 _______________________ k1i fi _____ -t- .-- 5-.5 ._..S_..l_-S S. PROPRTY -- .S PORTAGE TOWNSHIP S.E SEC T.37N R.2E SCALE 100 FIGURE PROPERTY PLAN Drawn By SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM ST JOSEPH COUNTY AREA PLANNING COMMISSION 1456-9702-01 s.- ERTY PORTAGE TOWNSHIP S.E SEC 11 T.37N R.2E DATE UNKNOWN SCALE 100 FIGURE PROPERTY PLAN Drawn By SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM CLYDE WILLIAMS ASSOCIATES INC 1458-9702-01 1456-O7O2-O1-1554fl-FIGRAh1SCIRfl 1LJJi 1LLL j4 IT1g..I Ji i2111 I1 -1 .1 iIih PORTAGE TOWNSHIP S.E SEC.i T.37N R.2E SCALE 100 FIGURE PROPERTY PLAN Drawn SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA 01/15/98 Tele 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM ST JOSEPH COUNTY AUDITORS OFFICE 1456-9702-01 1456-9702-Ol-15540.F10980115CMC 15000-FRM000I tR --__-- __iiF__V______ ift ______ ki_l.rLN VP iJ4tj ____w_ ________ _______________________ ___ _______ _..- PORTAGE TOWNSHIP S.E 1/4 SEC.i T.37N R.2E SCALE 200 FIGURE PROPERTY PLAN SBC ED-NEWMAN BUILDING Approved By EIS ENVIRONMENTAL ENGINEERS INC 405 EAST SAMPLE STREET 1701 Ironwood Dr South Bend IN 46635 SOUTH BEND INDIANA 01/15/98 Tete 219-277-5715 Fax 219-273-5693 AERIAL PHOTOGRAPH OBTAINED FROM ST JOSEPH COUNTY AREA PLANNING COMMISSION 1456-9702-01 15OOFflMOOO1 IR ll-197 APPENDIX PHOTO LOG CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic Development DATE December21 1997 DATE December21 1997 LOCATION Standard Supply Company 405 West Sample LOCATION Standard Supply Company 405 West Sample South Bend IN South Bend IN SUBJECT Basement Air handling unit and overhead piping SUBJECT Basement More overhead piping with damaged and with suspect ACM insulation significantly damaged suspect ACM PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1456-9702Ol.1000L0G990122TJM 00000-LOG000I Rev 11.07.97 Tr _________ __ CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic DevelopmentDATEDecember211997DATEDecember 21 1997 LOCATION Standard Supply Company 405 West Sample LOCATION Standard Supply Company 405 West Sample South Bend IN South Bend IN SUBJECT Basement Significantly damaged and friable SUBJECT Suspect ACM on overhead piping typical on floors suspect ACM one through four PHOTOGRAPHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1458-9702-O1-1000LOG9BO122TJM 00000-LOG0001 Rev 11-07-97 ______________Pri CLIENT NAME South Bend Community CLIENT NAME South Bend Community Economic Development Economic DevelopmentDATEDecember211997DATEDecember 21 1997 LOCATION Standard Supply Company 405 West Sample LOCATION Standard Supply Company 405 West Sample South Bend IN South Bend IN SUBJECT Paper wrapped around joists and beams located in SUBJECT Material stored on west side of the building various places on floors through This material is observing outside west wall and ground from view suspect ACM and was probably intended as fire proofing PHOTOGRft.PHER Thomas Mogerman EIS PHOTOGRAPHER Thomas Mogerman EIS PHOTO PHOTO 1458-9702-O1-I000LOG9BOI22TJM 00000-LOG000I Rav 1-O797 APPENDIX SANBORN FIRE INSURANCE MAPS t_f L_ ______________2Z ____ iJiiii __________rLJ ________ ____ ir Li LI ____________ __u-00 9ZJ JV 87 J/J 807_S____---- .l W.TUTT 1----________ ___________.L _______ _____________36 37 // ________ iii LJ 11 Ii J1 ge3 327 J2-3Z3 32/3/8 37 WLE--- /21 i--i ____ri___ ____ _______________L___H ___ HH1 EE 58 ________ WT4-t7 S._.3 33 fl ____ us 5//73 fl 47 l/t 0--1 59 11Lfil LLIJ ----- bus Dn..Mr 1t 4/37 53 747 54 713 LJJ rITi W.SAMPtE ii -i CJIL ILd 68 ri jLL____ii s_-1_JIIJ c-P ._tEi4 Pfl 71 ______ ii- 7--/7 iff us --.jLiJ ___flis Lt1 ___________ ScI ol -- 74/ uU _______332 330 324 320/4 by /6//43 /64 /65 /67 /70 59 IL _____ Li FIRE DEPNRTMEH7 386 244 24.3 242 24/240 5238 238 737 236 235 334 233 SEM NO ES.ONtS wRoaN WaN zrNao-IINO 14 atAfiww jWL.C1MCflZ IN7NNR3 /JNNON 383 325 355 82/ 3/9 3/7 5/5 5/5 32/303 _________________3/5 3/4 IJ ______ ________ r2 11 _____581 _.T_4-/f/y///1 --b7YPIP/ .L _________ II --- 8OWS CO For Repor/ see Siee 31q0ws ftOD Pr3I ffAqr FL /____4 __________________________________ IF PLE ---- Scale of reet 00 30 00 50I__ CopyofI0 9/7 00 S909O 0.9 il/i TN IIWP _________________ Pr sraR4 ___ ____rt Sr Il ____ O0OJT3/4 /101/ 11 II ZPLA1e PRRKG I-I ii_____________________________6II ______WSAMPLE.1 __ Tn STUDEBAKER C0RPv AuroMoB/It Mfrs PLANTS /4462 DAT MIGHT .WNOAY IVAYZWME/H 4/PP CLOCkS 1/EAT STEAM LIGNIS 177/IVCR ELEC f/c FL/EL COAL OIL GAS WASTE WATER Cl/PM WE /0 C/TI $1100/V AL/TO SPOt SYSTEM AS SHOWN c/Yr Cal/NO eeoz ONE /500000.4/ WY ON BLDG 84 tt VP /5011 .480 YE GROUND LEVEL OR 45/1 ABOVE RIG//EDT HEAD ONE 75000 0.4/MT ON ROOT OP BLDG TO ELEVO 72/7 A8OIEH/G/EAT//4AO 17/15/ IAN//S .4//F F//LCD MV 3/305 PM ALL/S CR4/GIrl/S CE//TRIP 1/PC DR/VIP P/JMP/AUTOMATICALLY Cal/PRO/LEO PRESSURE 1./N 1140/Il/PM TO/I 78183 C/Yr PRESSURE 65/OS P/RE P/IMPS.-IWO 14/88.4 MRS-MORSE UNDERWRITERS P//P/OS 0/7 Or I/lIP 11PM TAPF//01/I /70/1rPM 1W/I SrAIOf r-Nrlvr /WMPP/pC DIll/TN Il//SE I/IMP Pt/MI PROM /3/A/.//IIICA1 S/.//I//I Il//I/I 11//177 V/ WELLS DOUBLE TRIP/C HYDS Pa NOSY 1117/RD /5 CITY F/RE A/ARM BORES ON GROUP/OS 5900 212 NOSE 1.000 HOSE TMRI/OL/T 8/01/S 2/406.41 Cl/EM CARTS OS 405.4 FOAM/rE CARTS /2 16.4/FOAM/rE z-xro 5171/10.4Mm El/TaRS ONE STUD8A//ER /005/6/EM HO/OR CROCI /000FIiIOSE ONE 40 GAL C//EM TI 250/HOSE so 00 1/10 0/Il ML F/i0 TTiPY /j TNT STu KER II0-/i ___________ -------------i ciipyd _____________________ ii ______ ____ 67 THE STUDMKER Acavogu Mas PNrs IwZ /1 Ci4 APPENDIX ENVIRONMENTAL REGULATORY DATABASE REPORT ECOSEARCH REPORT EcoSearch Environmental Resources Inc 9365 Counselors Row Suite 104 Indianapolis Indiana 46240 ph 317 574-8830 fsx 317 574-8840 EcoSearch Environmental Site Assessment Type of Report Priority Risk Report Site Location Alt Newman Building 405 West Sample Street South Bend IN 46601 Date December 16 1997 Report ID Number 1226-201 Especially Prepared For Ms Cathy Collins --EIS Environmental Engineers P0 Number 1456-9702-01 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 occuing 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 table 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 1226-201 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 infomiation 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 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 pagelsi 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 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 1226-201 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 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 systemtSWL 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 15000 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 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 15 1997 2021 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 CORRACTS information is included I1ICIs11s1I 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 202 260-4347 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 RCRAI 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 1228-201 Environmental Data of Report December 16 1997 Resources Inc IlLWI RCRA Administrative Action Tracking System US Environmental Protection Agency Data Date April 14 1995 Office of Enforcement and Compliance Assurance Release Date Not Available 12021 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 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 1996 Office of Pollution Prevention and Toxics Release Date Not Available 2021 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 transportersl1 Toxic Release Inventory US Environmental Protection Agency Data Date October 1994 Office of Pollution Prevention and Toxics Release Date Not Available 2021 260-1531 Active Date November 18 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 is released on an infrequent basis by the US EPA Section Seven Tracking System US Environmental Protection Agency Data Date January 995 Office of Prevention Pesticides and Toxic Substances Release Date Not Available 12021 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 IIIsIA 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 and includes data regarding facility name dates laws violated and penalties assessed EcoSearch Report ID 1226-201 Environmental Date of Report December 18 1997 Reaources Inc .Ii Toxic Substances Control Act Inventory US Environmental Protection Agency Data Date May 14 1986 Release Date Not Available 12021 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 1226.201 Environmental Date of Report December 16 1997 Resources Inc Database Descriptions --State Databases 1.14 Indiana 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 ldated 12/10/951 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 1111.1 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 IDEM 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 t113 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 1228.201 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Statistical Overview Report Priority Risk Report 405 West Sample Street Radii ASTM South Bend IN 46601 Zip Codes 46601 46619 46613 46617 46616 City South Bend Latitude 41 .664875 Longitude 86.255993 County Saint Joseph FEDERAL DATABASES Radius Mappable Sites Unmappable Sites miles Total Site odin lIOOi 114 too Ill 1n Zip Code City County 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 Onto IdOl 114.1120 iii Zip Code City County SCL 1.000 SWF 1.000 LUST 0.500 15 13 UST 0.250 MANUAL GEOCODING itt this report 677 itt 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 1226.201 Environmental Dote of Report December 16 1997 Resources Inc fli EcoSearch _____Environmental Resources Inc Priority Risk Report Map Report ID 1226-201 Site 405 West Sample Street South Bend IN 46601 _______ Study Site Study Site Matches Database___ Radius 1m6 NPL Sites 1.00 CERCLA Sites 1.00 RCRATSD Sites 1.0010 RCRA Generator Sites 0.25 ERNS Sites 0.25 PADS Sites 1.00 TRI Sites 0.50 _______SSTS Sites 1.00 DOCKET Sites 1.00 TSCA Sites 1.00 SCL Sites 1.00 21 SWF Sites 1.00 LUST Sites 0.50 _______________UST Sites 0.25 fli ______ Two Database Matches __Three or More Matches .L __ Database Area Site _______ParksoJ0.5 Secondary Roads ____________________E Note The information contained on this map is subiect to the general disclaimer on the first page _L_EcoSearch Environmental ______Resources Inc Priori Risk Report Map Report ID 1226-201 Is site 405 west Sample Street II Souttr Bend IN 46601 Study Site Study Site Matches Database Radius mit NPL Sites 1.00 10 CERCLA Sites 1.00 RCRA TSD Sites 1.00 24 RCRA Generator Sites 0.25 ERNS Sites 0.25 PADS Sites 1.00 16 TRI Sites 0.50 SSTS Sites 1.00 DOCKET Sites 1.00 TSCA Sites 1.00 __ra SCL Sites 1.00 SWF Sites 1.00 LUST Sites 0.50 UST Sites 0.25 // Two Database Matches Three or More Matches Radii 1/4 mIle 1/2 nete mile Note The rrtormation contained on this map is subiect to the general disclaimer on the first page Site Summay Mapj Database Agency UD Site Name Address and County Distance/Direction RCRA Generator SOUTH BEND TOY INC 0.02546 mi RCRA Notifier Site 404 SAMPLE ST SOUTH BEND IN 46601-2837 1ND950999544 SAINT JOSEPH Manually Geocodad UST SOUTH BEND LATHE 0.04279 ml 2A Indiana Underground Storage Tank 400 SAMPLE ST ESE SOUTH BEND IN 46601-2837 378 ST JOSEPH Manually Gaocodad RCRA Generator SOUTH BEND LATHE 0.04279 mi 2B RCRA Small Quantity Generator 400 SAMPLE ST ESE SOUTH BEND IN 46601-2837 1N0005163738 SAINT JOSEPH Manually Geocoded RCRA Generator HAMILTON BODY SHOP INC 0.14674 ml RCRA Small Quantity Generator 917S LAFAYETTE BLVD ESE SOUTH BEND IN 46601-3323 1ND016626210 SAINT JOSEPH Manually Geoceded UST ZIOLKOWSKI CONST 0.1 7543 mi 4A Indiana Underground Storage Tank 1005 LAFAYETTE BLVD ESE SOUTH BEND IN 46601-3325 11335 ST JOSEPH Manually Gaocoded RCRA Generator ZIOLKOWSKI CONSTRUCTION 0.17543 mi 4B RCRA Small Quantity Generator 1005 LAFAYETTE BLVD ESE SOUTH BEND IN 46601-3325 IND984877597 SAINT JOSEPH Manually Gaocoded CERCLA AVANTI 0.18041 ml 5A CEF1CLA Site Delisted NFRAP Sitel 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 1ND98488578O SAINT JOSEPH Manually Geocodsd SCL AVANTI MOTOR CORP 0.18041 mu 5B Indiana State Cleanup List Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 0000020 SAINT JOSEPH Manually Geocoded RCRA Generator A8N MOTOR CORP 0.18041 ml 5C RCRA Notifier Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 IND980903256 SAINT JOSEPH Manually Geocodad RCRA Generator BUILDING CO 0.18041 ml 5D RCRA Notifier Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 IND982646994 SAINT JOSEPH Manually Gaocodad RCRA Generator ABN MOTOR CORP 0.18041 ml 5E RCRA Notifier Site 765 LAFAYETTE BLVD ENE SOUTH BEND IN 46601-3013 1ND001756881 SAINT JOSEPH Manually Gaocoded RCRA Generator ST JOSEPH CO HOUSEHOLD HAZ WilT CCL PRG 0.18097 ml 6A RCRA Large Quantity Generator 701 SAMPLE ST SOUTH BEND IN 46601-2821 1ND984874941 SAINT JOSEPH LUST MUNICIPAL SERVICE FACILITY 0.18097 ml 6B Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 9705501 SAINT JOSEPH Manually Gaocoded EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc Site Summary Maj Database Agency ID Site Name Address and County DistLDeCtiofl LUST MUNICIPAL SERVICE FACILITY 0.18097 rid 6C Indiana Leaking Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 9510547 SAINT JOSEPH Manually Geocoded UST MUNICIPAL SERVICE FACILITY 0.18097 mi 6D Indiana Underground Storage Tank 701 SAMPLE SOUTH BEND IN 46625 418 SAINT JOSEPH Manually Geacoded RCRA Generator GNB INC 0.21 833 mi RCRA Large Quantity Generator 730 PRAIRIE AVE NNW SOUTH BEND IN 46601-2810 IND981002199 SAINT JOSEPH UST CITY OF SOUTH BEND 022713 mi Indiana Underground Storage Tank 225 GARST ST ESE SOUTH BEND IN 46601-3319 18512 ST JOSEPH UST MECHANICS LAUNDRY SUPPLY INC 0.22963 mi Indiana Underground Storage Tank 835 PRAIRIE AVE WNW SOUTH BEND IN 48601-2813 14309 ST JOSEPH UST UNITED BEVERAGE 0.23274 mi 10 Indiana Underground Storage Tank 840 PRAIRIE AVE WNW SOUTH BEND IN 46601.2812 10212 ST JOSEPH UST MODEL COVERALL SERVICE 0.23937 rid 11 Indiana Underground Storage Tank 717 SCOTT ST NW SOUTH BEND IN 46601-2825 17571 ST JOSEPH UST OLINGER DISTRIBUTING CO INC 0.24015 mm 12 Indiana Underground Storage Tank 922 MAIN ST SOUTH BEND IN 46601-3334 5111 STJOSEPH RCRA Generator SCHAFER GEAR WORKS INC 0.24127 miii 13 RCRA Small Quantity Generator 814 MAIN ST SOUTH BEND IN 46601-3008 1ND005226477 SAINT JOSEPH LUST RAITT CORPORATION 0.28926 mi 14 Indiana Leakung Underground Storage Tank 815W SAMPLE ST SOUTH BEND IN 46601-2845 9009591 ST JOSEPH LUST SHOUP BUSES INC 0.29357 mi 15 Indiana Leaking Underground Storage Tank 716 MAIN ST ENS SOUTH BEND IN 46601-3010 9311537 ST JOSEPH LUST AMERICAN HILIFT COMPANY 0.30526 mi 16 Indiana Laaking Underground Storage Tank 828 KERR ST SOUTH BEND IN 46601 .2836 9304092 ST JOSEPH CEECLA INDUSTRIAL FUELS RESOURCES CHEM SOLV 030641 mi 17A CERCLA Site Delisted NFRAP Sitel 604 SCOTT ST NW SOUTH BEND IN 46601 -2822 IND9BO590947 SAINT JOSEPH Manually Geocaded EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc Site Summy Map ID Database Agency lD Site Name Address and County Distane/ectioi RCRA TSD ENVIRONMENTAL SERVICES OF AMERICA-IN INC 0.30641 ml 7B RCRA TSD and Generator 604 SCOTT ST NW SOUTH BEND IN 46601-2822 IND980590947 SAINT JOSEPH Manually Geoooded LUST UNITED PARCEL SERVICE 0.30743 mi 18 Indiana Leaking Underground Storage Tank 607 SCOTT ST NW SOUTH BEND IN 46601-2823 9101531 ST JOSEPH Manually Geocodad LUST CITY OF SOUTH BEND PROPERTY 0.31252 mi 9A Indiana Leaking Underground Storage Tank 1130 MAIN ST ESE SOUTH BEND IN 46601-3338 9303524 ST JOSEPH LUST JERRYS-U-SERVE FORMER 0.31 252 9B Indiana Leaking Underground Storage Tank 1130 MAIN ST ESE SOUTH BEND IN 46601-3338 9302528 ST JOSEPH LUST MICHIGAN HAUL CENTER VACANT 0.36384 mi 20 Indvna Leaking Underground Storage Tank 1120 MICHIGAN ST ESE SOUTH BEND IN 46601-3428 9605525 ST JOSEPH SCL ALLIED PRODUCTS 0.38933 mi 21 Indiana State Cleanup List Site SSW SOUTH BEND IN 6950501 SAINT JOSEPH Manually Geocodad LUST ALLIED PRODUCTS 0.38933 mi 21 Indiana Leaking Underground Storage Tank 601 BROADWAY ST SSW SOUTH BEND IN 46601-3357 9008539 STJOSEPI4 LUST ALLIED PRODUCTS CORPORATION 0.38933 mi 21C Indiana Leaking Underground Storage Tank 601 BROADWAY ST SSW SOUTH BEND IN 46601-3357 9012535 ST JOSEPH SCL ALLIED SIGNAL CORP 0.38933 mi 21 Indiana State Cleanup List Site SSW SOUTH BEND INCOMM14SAINTJOSEPH Manually Geocoded LUST ECKLER LEHAY LUMBER CD 0.39275 mi 22 Indiana Leaking Underground Storage Tank 1406 FRANKLIN ST SEE SOUTH BEND IN 46613-2006 9404513 ST JOSEPH LUST ALTMAN FAMILY TRUST 0.42177 mi 23 Indiana Leaking Underground Storage Tank 613S MICHIGAN ST NE SOUTH BEND IN 46601-2411 9311523 ST JOSEPH Manually Geocodad SSTS SINTON SUPPLY COMPANY INC 0.42692 mi 24 Section Seven Tracking System 204 SAMPLE ST SOUTH BEND IN 46601-3447 036739IN 00105 SAINT JOSEPH Manually Geocodad LUST OLDFORT BUILDING SUPPLY 0.44294 mr 25 Indiana Leaking Underground Storage Tank 1401 MAIN ST SE SOUTH BEND IN 46613-2205 9102511 STJOSEPH EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc Site Summary Map ID Database Agency lD Site Name Address and County Distance/DªrOfl LUST HARMON GLASS COMPANY 048476 ml 26 Indiana Leaking Underground Storage Tank 502 WESTERN AVE SOUTH BEND IN 46601-2706 9308501 ST JOSEPH CERCLA KOKOKU WIRE INDUSTRIES CORP 0.80227 mi 27 CERCLA Site Delisled NFRAP Sitel 1217 WALNUT ST WSW SOUTH BEND IN 46619-4305 1ND07432O755 SAINT JOSEPH Manually Geoceded SSTS WATCON INC 0.96388 ml 28 Section Seven Trucking System 2215 MAIN ST SSE SOUTH BEND IN 46613-2315 0138121N 00105 SAINT JOSEPH Manually Geocsded Site plotted or corrected using paper maps phone calls and other resourcgs to properly place the site on the map Agency Provided Lat/Loog Site plotted using the latitude aid longitude given by the federal or state government agency Area Manually Plotted Area manually drawn using digital and paper maps EcoSearch Report ID 1226-201 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 lArchive Sites Map 5A Distance Imi 0.180411 Direction ENS Facility Name AVANTI Status This site has been delisted from CERCLIS Address 765 SOUTH LAFAYETTE BLVD No Further Remedial Actioo Planned City State Zip SOUTH BEND IN 46618 County ST JOSEPH EPA lD IND984885780 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reported NFL Status Not on the NPL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type Oil/Non.OiI Spill Not Reported RCRIS Facility Indicator Environmental Priority Initiative Site Event Date Started Date Completed SISVERY Not Reported 02/06190 PRELIMINARY ASSESSMENT Not Reported 03/22/90 Map lOS 17A Distance mi 0.306411 Direction NW Facility Name INDUSTRIAL FUELS RESOURCES CHEM Status This site has been delisted from CERCLIS Address 604 SOUTH SCOTT STREET Ns Further Remedial Action Planned City State Zip SOUTH BEND IN 46626 County ST JOSEPH EPA lD 1ND980590947 Federal Facility Indicator Not Federal Facility Ownership Indicator Unknown Site Description Comments Not Reperted NFL Status Not on the NFL Federal Facilities Docket Status Not on Original Federal Facilities Docket Incident Type lOil/NonOil Spill Not Reported RCRIS Facility Indicator Not Reported Event Date Started Date Completed ISOVERY Not Reported 01/15/88 PRELIMINARY ASSESSMENT Not Reported 12130/88 Map ID 27 Distance Imi 0.802265 Direction WSW Facility Name KOKOKU WIRE INDUSTRIES CORP Status This site has bean delistad from CERCLIS Address 1217 SOUTH WALNUT STREET No Further Remedial Action Planned City State Zip SOUTH BEND IN 46619 County ST JOSEPH EPA lOS IND074320755 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 lOu/Non-Oil Spill Not Reported RCRIS Facility Indicator Yes IRCRA Facility Event Date Started Date Completed DISCOVERY Net Reported 09104/89 PRELIMINARY ASSESSMENT Not Reported 09125189 RCRA TSD and Generators Data Facility and Compliance Information Map ID Distance mi 0.025463 Name SOUTH BEND TOY INC Direction Address 404 SAMPLE ST EPA ID 1ND980999544 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Private Lend Contact Name DAVID PINK Contact Phone 219-289-9276 No Complience Information Reported No RAATS Information Reported for this Site No Corrective Action Instrument Information for this Site Map ID 2B Distance mi 0.042793 Name SOUTH BEND LATHE Direction ESE Address 400 SAMPLE ST EPA ID 1ND005163738 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknewn Land Type Private Land Contact Name ROBERT PFLUGNER Contact Phone 219-289.7771 tSftraIomtmt1reiiTen11TtTtatI .au.auaUIItlc No Compliance Information Reported .rsysutIIst.IsrcmsirtsrmonwIr.ssscmutomnsIt1mrmauIo1s No RAATS Infonnation Reported for this Site No Correctiee Action Instrument Informetlon for this Site Map ID Distance mi 0.146740 Name HAMILTON BODY SHOP INC Direction 6SF Address 917 LAFAYETTE BLVD EPA ID 1ND016626210 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name RICK HAMILTON Contact Phone 219-2B9-6364 t.hqsSlt1ltnoin1etmTaTh.rmamu.Im No Compliance Information Reported NORAATS Information Reported for this Site RCRA Wastes and Waste Code Information previously reported by EcoSearch have been removed from the RCRIS database by the IJSEPA RCRA TSD and Generators Data Facility and Compliance Information No Corrective Action Instrument Information for this Site Mop lOP 4B Distance mu 0.175430 Name ZIOLKOWSKI CONSTRUCTION Direction ESE Address 1005 LAFAYETTE EPA lOP 1ND984877597 City State Zip SOUTH BEND IN 46624 Status SIC Code Unknown Land Type Unknown Contact Nome BEN ZIOLKOWSKI Contact Phone 219-287-1811 .RttS1ne1trwAmEim1swa81ta1Tcot No Compliance Information Reported No RAATS sformation Reported for this Site s1sytIRortoeunuyatTnt1.fl.LuelItflSIIG No Corrective Action Instrument Information for this Site Map ID 5C Distance mu 0.150411 Name ABN MOTOR CORP Direction ENE Address 765 LAFAYETTE EPA OS 1ND9B0903256 City State Zip SOUTH BEND IN 46618 Status SIC Code Unknown Land Type Unknown Contact Name GEOFF NEWMAN Contact Phone 219-287-33B1 No Compliance Information Reported No RAATS Informapppported tor thin Site ialtfh.saane.uTBU1I51LRaSIfrtSH0 No Corrective Action Instrument Information for this Site Map ID 5D Distance mi 0.180411 Name NAB BUILDING CO Direction ENE Address 765 LAFAYETTE ST EPA ID 1ND9B2646994 City State Zip SOUTH BEND IN 46615 Status SIC Code Unknown Land Type Unknown Contact Name FREDERICK BAER Contact Phone 219-234-1001 No Compliance Information Reported RCRA Wastes and Waste Code Information preninusly reported by EcoSearch have been removed from the RCRIS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information NLIS Information Reported for this Site ttfcIS11tmr.TIO1tRPItItYrtNIt1 No CorrectIve Action Instrument Information for this Site Map ID 5E Distance Cmii 0.180411 Name ABN MOTOR CORP Direction ENE Address 765 LAFAYETTE BLVD EPA ID 1ND001756881 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 Informetion Reported for this Site No Corrective Action Instrument Infonnetion for this Site Map ID 6A Distance Cmii 0.180970 Name ST JOSEPH CO HOUSEHOLD HAZ WST COL PRG Direction Address 101 SAMPLE EPA ID IND984874941 City State Zip SOUTH BEND IN 46625 Status SIC Code Unknown Land Type Unknown Contact Name PAUL TROST Contact Phone 219-284-9775 No Compliance Information Reported tquW1ltIIitIi5ftWutrItttTatIjlesnns.rt5mrm.teTecT5pascao11n No RAATS Information Reported for this Site UIitfuSsmoaWimtuIPIEtreItIlrutIIIa No CorrectIve Action Instrument Information for tide Site Map ID Distance Imil 0.218333 Name GNB INC Direction NNW Address 730 PRAIRIE AVEEPAIDIND981002199CityState Zip SOUTH BEND IN 46624 Status SIC Code Unknown Land Type Unknown Contact Name MILTON Contact Phone 612-681-5305 Ste RCRA Wautes and Waste Code Information premously reported by EcoSearch hace been remoced from the ACRIS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information No Compliance Infonnation Reported sfaWeKIIsi.fsqsyursrrsrnmnncTamT.I19ttTt1t9ttI.Jns No RAATS Information Reported for this Site tsItqaTaawrmnsaes.eFmnna.hItqiSaen No Corrective Action Instrument Information for this Site Map ID 13 Distance Cmi 0.241269 Nurse SCHAFER GEAR WORKS INC Direction Address 814S MAIN ST EPA ID 1ND005226477 City State Zip SOUTH BEND IN 46624 Status SIC Code Unknomn Land Type Unknomn Contact Name STAN BLENKE Contact Phone 219-234-4116 lBtgesrs1risnn11E1ttt1nTTeaiironupmr No Compliance Information Reported Na RAATS Information Reported for this Site No Corrective Action Instrument Information or this Site Map ID 17B Distance mi 0306411 Name ENVIRONMENTAL SERVICES OF AMERICA-IN INC Direction NW Address 604 SCOTT ST EPA IDS 1ND980590947 City State Zip SOUTH BEND IN 46601 Status SIC Code 2869 Land Type Private Land Contact Name JAMES KUIPERS Contact Phone 219-234-0441 RCRA Wastes and Waste Code Itorrsation presiously reported by EcoSearch hane been remoced Irom the RCRIS database by the USEPA RCRA TSD and Generators Data Facility and Compliance Information EVALUATIONS Eval 871130001 Agency State Evaluation Date 11/30/87 ScsI 880126002 Agency State Evaluation Date 01/26/88 Evel 880331004 Agency State Evaluation Date 03/31/88 End 880929006 Agency State Evaluanon Date 09/29/88 Eval 890103008 Agency State EcaluaSon Data 01/03/89 Ecol 890928011 Agency State Evaluation Data 09/28/89 Eval 900330012 Agency State Evaluation Date 03/30/90 Ecal 900524013 Agency State EcalueSon Date 05/24/90 Eoal 900724015 Agency State Evaluatnn Date 07/24/90 Eval 900928016 Agency State Enaluacon Date 09/28/90 Ecal 910131018 Agency State Evaluation Date 01/31/91 EndS 910327019 Agency State Evaluation Data 03/27/91 Eval 910814022 Agency State Evalcaton Date 08/14/91 Eval 910926026 Agency EPA Personnel Evaluanon Date 09/26/91 Ecal 920220028 Agency State Evaluation Date 02/20/92 Eval 920813031 Agency State Eceluetian Date 08/13/92 Eual 930203032 Agency State Evaluanon Date 02/03/93 Evel 930728036 Agency State Evaluation Date 07/28/93 Ecal 931209001 Agency EPA Contractor Evaluation Datn 12/09/93 Evol 931217034 Agency State Evaluanon Data 12/17/93 Eval 940204035 Agency State Evaluation Data 02/04/94 End 940829037 Agency State Evaluacon Date 08/29/94 Evol 941201042 Agency State Evaluation Date 12/01/94 Eval 941201043 Agency State Eceluaton Date 12/01/94 Eval 950216045 Agency Stage Evaloaticn Date 02/16/95 Eval 950609047 Agency State Dvaluanon Data 06/09/95 VIOLATIONS Viol 1ND98059094750069 Vicisnon Typo TSD Other Requirement Actual Resolunon Date 06/12/95 Viol 1ND980590947S0068 Violation Type ISO Other Requirement Actual Resoiction Date 06/12/95 Viol 1NO980590947SO067 Violation Type ISO Other Requirement Actual Rasolution Date 03/10/95 Viol 1ND98059094750066 Violation Type TSD Other Requirement Actual Resolution Data 03/10/95 Viol 1ND98O59094750063 Violancn Type TSD Land Ban Requirements Actual Resolution Data 08/09/94 Viol lNO980590947S00e2 Violatcn Typo ISO Other Reqairement Actual Rasolutian Data 08/09/94 Vol 1ND98059094750061 Violatcn Typo TSD Other Requirement Actual Resolution Data 08/09/94 Viol 1ND98059094750060 Violation Typo TSD Other Requirement Actual Resolution Data 08/09/94 Viol 1ND98059094750059 Violanon Type TSO Other Requirement Actual Resolution Data 08/09/94 viol IND98059094750058 Violation lypa Generator Any Requirements Actual Resolution Data 08/09/94 Viol 1N098059094750057 Violation Type ISO Other Requirement Actual Resolution Dote 04/08/94 Viol 1ND98059094750056 Violonon Typo Generator Any Requirements Actual Resolution Date 04/08/94 Viol 1ND98O59094750055 Violation Type TSO Other Requirement Actual Resolution Data 03/15/94 Viol 1N0980590947S0054 Violation Type ISO -Other Requirement Actual Resolution Date 03/15/94 Viol iNO98059094750053 Violatron Typo Generator Any Requirements Actual Resolunon Date 03/15/94 Viol 1ND980590947S0051 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND980590947S0050 Violatoo Type Generator Any Requirements Actual Resolution Date 04/05/95 Viol 1ND98O590947S0049 Violation Typo TSD Land Ban Requirements Actual Resolution Date 04/05/95 Viol 1N098059094750048 Violation Type Generator Any Requirements Actual Rasolution Data 04/05/95 Viol 1N0980590947S0047 Violation Type TSD Other Requirement Actual Resolunon Date 04/05/95 Viol 1ND98059094750046 Violation Type Generetar Any Requirements Actual Resolution Date 04/05/95 Viol lNO98059094750045 Violenon Type TSD Other Requirement Actual Rauolution Date 04/05/95 Viol 1ND980590947S0044 Violation Type ISO Other Requirement Actual Resolunon Date 04/05/95 Viol 1NO980590947S0043 Violation Type Generator Any Requirements Actual Resolution Date 04/05/95 Val 1ND98059094750041 Violanon Typo TSD Other Requirement Actual Rasolucon Date 04/05/95 Viol 1ND98059094750039 ViolsOon Typo ISO Other Requirement Actual Resolution Date 04/05/95 Viol 1N0980590947S0033 Violaton Type Generator Any Requirements Actual Resolution Data 05/12/92 Vial IND980590947S0029 Violation Typo ISD Other Requirement Actual Resolution Data 01/14/93 Viol 1ND980590947S0028 Violation Type ISO Other Requirement Actual Resolution Date 01/14/93 Viol 1ND980590947S0026 Violaton Type Generator Any Requirements Actual Resolution Data 02/17/94 Viol 1ND980590947S0021 Viulation Type TSD Other Requirement Actual Resolution Data 02/17/94 Viol 1ND980590947S0016 Violatoo Type TSD Other Requirement Actual Rasolution Date 02/17/94 Viol 1N0980590947S0014 ViolatOt Type ISO Finenciel Responaibility Requirements Actual Roscluton Date 05/02/94 Viol iNO98059O947S0013 Violaton Type TSD Other Requirement Actual Resolution Data 05/02/94 Viol IND980590947S001 Vvrlaton Type TSD Other Requirement Actual Rasoluton Date 05102/94 Viol 1NO98O590947SO010 Violsyon Type ISO Land Ben Requirements Actual Rosolunon Date 02/28190 Viul 1NO980590947S0009 Volaton Type Generator-Land Ben Requirement Actual Resolctnn Date 02/28/90 VOl 1N0980590947S0008 Violaton Type TSD Land Ben Requirements Actual Resoluton Data 05130/89 Vol 1N0980590947S0007 ViOlaton Typo Generatar Lend Bee Requirement Actual Rasolunon Date 05/30/89 Viol 1ND980590947S0006 Violanun Typn ISO Lend Ben Requirements Actual Resolution Date 03/28/89 Vnl 1NO980590947S0005 Violation Type Generator Land Ban Requirement Actual Resoluton Data 03128/89 Viol 1ND98059094750004 Violation Type TSD Land Ben Requirements Actu 03/28/89 Vcl 1ND98059094750003 Violanon Type Generator Land Ban Reqairement Actu 03/28/89 Viol 1ND98O590947S0002 Violatun Typo TSD Financial Respansibility Reqairements Actual nosolutiun Date 0411 2/88 RCRA Wastes and Wastn Codo Information preciously reported by EcuSnanch have been rentoyed from the RCRIS datobuse by the USEPA RCRA TSD and Generators Data Facility and Compliance Information Viol lND980590947S0001 Violation Type TSD Financial Responsibility Requirements Actual Resolution Date 04/12/88 Viol lND980590947E0002 Violaton Type Generator Land Ban Requirement Actual Resolution Date 02/28/94 Viol 1N0980590947E0001 Violahon Type Generator Any Requirements Actual Resolution Date 11/18/92 ENFORCEMENTS Ent 871215001 Agency State Type Written Informal Date 12/15/87 Ent 880128002 Agency State Type Written Informal Date 01 /28/88 EnI 890217003 Agency EPA Type Written Informal Date 02/17/89 Eel 890315005 Agency EPA Type Written Informal Data 03/15/89 Ent 900103006 Agenoy EPA Type Written Informal Data 01/03/90 Eel 910104007 Agency State Type Written Informal Dote 01/04/91 Eel 910502012 Agency State Type Written Informal Dote 05/02/91 Ent 910926009 Agency EPA Type Initial 3008IaI Compliance Order Date 09/26/91 En 920121011 Agency State Type Initial 3008la1 Compliance Order Date 01/21/92 Ent 920316013 Agency State Type Written Informal Data 03/16/92 Enf 920616014 Agency State Type Written Informal Date 06/16/92 En 921118008 Agency EPA Type Final 30081a1 Compliance Order Date 11/18/92 Enf 930430015 Agency State Type Written Informal Date 04/30/93 Enf 940111017 Agency State Type Written Informal Dote 01/11/94 En 940120016 Agency State Type Initial 30081a1 Compliance Order Dote 01/20/94 En 940201018 Agency State Type Written Informal Date 02/01/94 En 940210010 Agency EPA Type Written Informal Date 02/10/94 Eel 940301019 Agency State Type Written Informal Date 03/01/94 Eel 940517020 Agency State Typn Initial 30081a1 Compliance Order Date 05/17/94 Eel 941202021 Agency State Type Written Informal Date 12/02/94 En 950327022 Agency State Type Written Informal Dote 03/27/95 IfcYcIaoIttlWUcV.TSiiTtilmeogesm.LTRents.lT5tOTTL1riThIIA1e No RAATS Information Reported for this Site Action ID 3065 nose Date 9/26/1991 Facility Type Privately held facility Facility ID 1ND980590947 F/pal Dato 11/18/1992 Action Type 30081al Compliance Order Dccket NumberV-W-91 R-17 Final Penalty Amount 13000.00 Total Prcponed Penalty 22800.00 --rettPyIenaaoaes.oTggttTl.RE.aall No Corrective Action Instrument Information for this Site Event Date Eyent Description gym ypQrted Status 10/4/90 RFA Completed EPA RCRA 1/22/93 Determination of need for an RFI EPA RCRA Rftiersteereeeary 3/31/94 CorrectIve Action Prioritization EPA RCRA Mediae Prietity RCRA Wastes and Waste Code lntorneatuon preutously reported by EuoSnarch hane been rernnund /rnrrr the RCRIS database by the USEPA SSTS Data Section Seven Tracking System Data Pesticide Producers Map ID 24 Distance mi 0.426916 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 ID 28 Distance mi 0.963880 Name WATCON INC Direction SSE Address 2215 MAIN ST City State Zip SOUTH BEND IN 46613 Agency ID Code 0138121N 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-CIOE 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 5B Distance mi 0.18041 Direction ENE 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 Assignmentnl Couniy ST JOSEPH Project Manager/Info COMPLETED Chemist Nat Reported Geologist Not Reported On Commissioners Bulletin Yes Score Indiana Scoring Model 28.28 Scoring Date 5/22/92 Map lOP 21A Distance mi 0.38933 Direction SSW Name ALLIED PRODUCTS Address Agency ID 6950501 City State Zip SOUTH BEND IN Type of Site Voluntary Cleanup Site County ST JOSEPH Project Manager/Info ED JONISKAN Chemist Not Reported Geologist Not Reported On Commissioners Bulletin No Score Indiana Scoring Model N/A Scoring Date Map ID 21D Distance mi 0.38933 Direction SSW Name ALLIED SIGNAL CORP Address Agency ID COMM14 City State Zip SOUTH BEND IN Type of Site On the Commissioners Bulletin Only County ST JOSEPH Project Manager/Info Not Reported Chemist Not Reported Geologist Not Reported On Commissioners Bulletin Yes Score Indiana Scoring Model 41.75 Scoring Date 515/92 Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map IDE 6B Distance mu 0.18097 Name MUNICIPAL SERVICE FACILITY Direction Address 701 SAMPLE Agency ID 9705501 City State Zip SOUTH BEND IN 46625 Substance Releaoed Diesel Disposition Active Disposition Date 0502/97 Priority Medium Initiated By Voluntary Data Entry Date 05/02/97 Revision Date 05/02/97 Media Affected Soil Groundwater Comments Map IDE 6C Distance mu 0.18097 Name MUNICIPAL SERVICE FACILITY Direction Address 701 SAMPLE Agency ID 9510547 City State Zip SOUTH BEND IN 46625 Substance Released Other Dispositios Active Disposition Date 10/31/95 Priority Low Initiated By Voluntary Data Entry Date 12/18/95 Revision Date 12/18/95 Media Affected Soil Comments Map ID 14 Distance mu 0.28926 Name RAITT CORPORATION Direction Address 815 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 10/23/90 Revision Date 10/23/90 Media Affected Soil Comments Map IDE 15 Distance md 0.29357 Name SHOUP BUSES INC Direction ENE Address 716 MAIN ST Agency ID 9311537 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUST Disposition Active Dispoution Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 11/29/93 Revision Date 11/29/93 Media Affected Soil Comments 5BAAA Map IDE 16 Distance mu 0.30526 Name AMERICAN HILIFT COMPANY Direction Address 828 KERR ST Agency ID 9304092 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Disposition Actiee Disposition Date Not Reported Pruonty Low Initiated By Voluntary Data Entry Date 06/16/93 Revision Date 06/16193 Media Affected Soil Comments 5BAAA Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map 104 18 Distance ml 0.30743 Name UNITED PARCEL SERVICE Direction NW 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 01125/91 Revision Date 01/25191 Media Affected Soil Comments 6BAAA OVER-EXCAVATION COMPLETED Map 1DB 19A Distance Imil 0.31252 Name CITY OF SOUTH BEND PROPERTY Direction ESE 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 Affected Soil Comments 5BBAA Map ID 19B Distance mi 0.31252 Name JERRYS-U-SERVE FORMER Direction ESE Address 1130$MAIN ST Agency ID 9302528 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 lOB 20 Distance mi 0.36384 Name MICHIGAN HAUL CENTER VACANT Direction ESE Address 1120 MICHIGAN ST Agency ID 9605525 City State Zip SOUTH BEND IN 46601 Substance Re/eased Gasoline Disposition No Further Action Disposition Date 08/3096 Prionty Low Initiated By Voluntary Data Entry Date 05/28/96 Revision Date 08/3096 Media Affected Soil Comments Removed USTsevereocavated 33 cb yds\TPH 20 ppm Map 1DB 21 Distance mi 0.38933 Name ALLIED PRODUCTS Direction SSW Address 601 BROADWAY ST Agency ID 9008539 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum LUST Disposition No Frnther Action Disposition Date 07/22/96 Priority Low Initiated By Voluntary Data Entry Date 11/09/90 Revision Date 01/2997 Media Affected Soil Comments one tank removed all below objectiven Indiana LUST Data Indiana Leaking Underground Storage Tank Data Map ID 21C Distance mi 0.38933 Name ALLIED PRODUCTS CORPORATION Direction SSW Address 601 BROADWAY ST Agency ID 9012535 City State Zip SOUTH BEND IN 46601 Substance Released Petroleum ILUSTI Disposition No Further Action Disposition Date 07/25196 Priority Low Initiated By Veluntary Data Entry Date 12/14/90 Revision Date 01/29/97 Media Affected Soil Comments Voluntary clean up/remediation effective TPH abjective Map ID 22 Distance mi 0.39275 Name ECKLER LEHAY LUMBER CO Direction SSE Address 1406 FRANKLIN SI Agency ID 9404513 City State Zip SOUTH BEND IN 46613 Substance Released Petroleum ILUSTI Disposition Active Disposition Date Not Reported Priority Lam Initiated By Voluntary Data Entry Date 04/13/94 Revision Date 04/13/94 Media Affected Sail Comments 5BAAA BOTTOM TPH SAMPLES AT 1320 AND 1290 SIDE 20 Map lOP 23 Distance mu 0.42177 Name ALTMAN FAMILY TRUST Direction NE Address 613S MICHIGAN ST Agency ID 9311523 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 11/16/93 Revision Date 02/03/97 Media Affected Soil Comments 5BBAA Map IOU 25 Distance mi 0.44294 Name OLDFORT BUILDING SUPPLY Direction SE Address 1401 MAIN ST Agency ID 9102511 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 IOU 26 Distance mu 0.48476 Name HARMON GLASS COMPANY Direction Address 502 WESTERN AVE Agency ID 9308501 City State Zip SOUTH BEND IN 46601 Substance Released Patrolauns ILUSTI Disposition Activa Disposition Date Not Reported Priority Low Initiated By Voluntary Data Entry Date 08/03/93 Revision Date 08/03/93 Media Affected Soil Comments 5BAAA Indiana UST Data Indiana Registered Underground Storage Tank Data Map ID 2A Distance mu 0.04279 Agency ID 378 Direction 655 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 Laot 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 Statas 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 4A Distance md 0.17543 Agency ID 11335 Direction ESE Owner ZIOLKOWSKI CDNST Name ZIOLKOWSKI CONST Owner Address 1005 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 Permanently Out of Sernice Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closare 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 Laut Used Not Reported Status Permanently Out of Semite Installed Not Reported Capacity 500 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported Map lOP 6D Distance lmul 0.18097 Agency ID 418 Direction Owner CITY OF SOUTH BEND Nurse MUNICIPAL SERVICE FACILITY Owner Address 1045W SAMPLE ST Address 701 SAMPLE City State Zip SOUTH BEND IN 46619 City State Zip SOUTH BEND IN 46625 Phone 219-284-9251 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 09-01.95 Closure Status Replace Substance Diesel Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 12000 Composition Steel Closed 09.01.95 Closure Status Replete Substance Diesel Last Used Not Reported Status Permanently Out of Sersice Installed Not Reported CapaciW 12000 Composition Steel Closed 01-22-96 Closure Status Replace Substance Diesel Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steal Closed 01.22-96 Closure Status Replace Substance Gasoline Last Used Not Reported Status Perrsanantly Out of Service Installod Not Reported Capacity 10000 Composition Steal Closed 01-22.96 Closure Status Replace Substance Diesel Lost Used Not Reported Indiana UST Data Indiana Registered Underground Storage Tank Data Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 01.22-96 Closure Status Replace Substance Gasoline Last Used Not Reported Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 09-01-90 Closure Status Replace Substance Gasoline Last Used 09-01-90 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 09-01-90 Closure Statuo Replace Substance Geooline Last Used 09-01-90 Status Permanently Out of Service Installed Not Reported Capacity 1000 Composition Steel Closed Not Reported Closure Status Replace Substance Used Oil Last Used Not Reported 10 Status Permanently Out of Service Installed Not Reported Capacity 10000 Composition Steel Closed 01 -22-96 Closure Status Replace Substance Geuolirte Last Used Not Reported 11 Status Permanently Out of Service Installed 08-30-95 Capacity 20000 Composition Steel Closed Not Reported Closure Status Replace Substance Dieoel Last Used Not Reported 12 Status Permanently Out of Service Installed 08-30-95 Capacity 20000 Composition Steel Closed Not Reported Closure Status Replace Substance Gasoline Last Used Not Reported 13 Status Currently In Use Installed 08-30-95 Capacity 20000 Compouition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported 14 Status Currently In Use Installed 08-30-95 Capacity 20000 Composition Steel Closed Not Reported Closure Status No Status Substance Diesel Last Used Not Reported Map ID Distance Imil 0.22713 Agency ID 18512 Direction ESE Owner CITY OF SOUTH BEND Name CITY OP SOUTH BEND Owner Address 1308 COUNTY CITY BLDG Address 225 GARSI ST City State Zip SOUTH BEND IN 46601 City State Zip SOUTH BEND IN 46601 Phone 219-235-9251 Status Permanently 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 Last Used 12-01-92 Map lD Distance Imil 0.22963 Agency ID 14309 Direction WNW Owner MECHANICS LAUNDRY SUPPLY INC Name MECHANICS LAUNDRY SUPPLY INC Owner Address P0 BOX 428 Address 835 PRAIRIE AVE City State Zip INDIANAPOLIS IN 46206 City State Zip SOUTH BEND IN 46625 Phone 317-263-5260 Status Unregulated Installed Not Reported Capacity 6000 Composition Unknown Closed Not Reported Closure Status No Status Substance Other Last Used Not Reported Map lD 10 Distance Imil 0.23274 Agency ID 10212 Direction WNW Owner MDK CORP Name UNITED BEVERAGE Owner Address P0 BOX 96 415 NEW ST Address 840 PRAIRIE City State Zip GOSHEN IN 46526 City State Zip SOUTH BEND IN 46625 Phone 219-533-4171 Status Currently In Use Installed 01-01-83 Capacity 10000 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Lust Used Not Reported Indiana UST Data Indiana Registered Underground Storage Tank Data Status Currently In Use Installed 01-01-81 Capacity 8000 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used Not Reported Status Currently In Use Installed 01-01-81 Capacity 10000 Composition Steel Closed Not Reported Closure Status No Status Substance Diesel Last Used Not Reported Map ID 11 Distance ImiI 0.23937 Agency ID 17571 Direction NW Owner MODEL COVERALL SERVICE Name MODEL COVERALL SERVICE Owner Address 100 28TH STREET Address 717 SCOTT ST City State Zip GRAND RAPIDS Ml 49548 City State Zip SOUTH BEND IN 46601 Phone 616-241-6491 Status Permanently Out of Sereice Installed Not Reported Capacity 8000 Composition Steel Closed Not Reported Closure Status No Status Substance Gasoline Last Used 07-01-91 Map ID 12 Distance ImiI 0.24015 Agency ID 5111 Direction 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 317-876-1188 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 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 1226-201 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 Cleanup List Site SAINT JOSEPH SOUTH BEND IN EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc EcoSearch Radon Risk Map for Indiana L.Pe JSa US EPA Residential Radon Survey Sample Homes over pCi/I Radon Concentration Over 50% 20%to 50% 5%tol9% Under 5% Not Sampled SOURCE EPA Map for Radon Zones llndianal 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 each county registering over pCi/L Ipicocuries per literl radon concentration For additional information on this survey consult the next page Note The information provided on this map is sublect to the disclaimer on the first page This map is NOT intended to determine 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 in concern all properties regardless of the county designation EPA Residential Radon Survey for Indiana Homes over 4pCi/L Homes over 2OpCi/L Homes over 4pCi/L Homes over 2OpCi/L Size Number Percentage Number Percentage Q9tfo 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% Banton 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% Daniess 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%Vandtrburgh 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 11 30.00%0.00% Fulton 22.22%0.00%Wayne 18 12 66.67%5.56% 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 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% non 44.44%0.00% Kosciusko 30 18 60.00%333% 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% Monroe 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 Mop of Rodsn Zones Indiana lSeprenbnr 19931 This EPA/State survey WaS Conducted in Indiana during the winters of 966.t8 Doer 1999 hnmes ware tested with shnrt.term /2 placed in the lowest livable area of the home These tests determine the tad on nonoentration measured in pCi/L pinocuries per lterl The av rmeasurementintheU.S is between and pCi/L The EPA has established the guideline of pCi/L as en elevated indaor radon level NOTE The sample size in cash county may nor be sufficient to show statistical significance this information is NOT intended to determine fe property in given counry should be tested for radon If yr when radon is conCern all properties should be tested regardless of the county statistics Environmental Glossary Acid Chronic Effect Environmental Assessment large clsss 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 substunce 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 or potential cawing quickly to crisis over long period of time release 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 event or in short period of time classify certain liquids that will burn on the Environmental Hazard basis of flash points Both the NFPA and DOT condition capable of posing risk of exposure Aerobic generally define combustible liquids as to air water soil plants or wildlife Occurring in the presence of free oxygen having flash point of 100x For higher Exception Report Alkaline Concentration report that generators who transport waste substance with pH between and 14 The relative amount of substance when off-site 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 when its pH is 12.5 or greater within 45 days of the date on which the initial Contingency Plan transporter accepted the waste Ambient document setting Out an organized Existing conditins of air water and other planned and coordinated course of action to 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 fot causing or allowing to be health or the environment IRCRA caused the creation of hazardous waste Occurring in the absence of oxygen Corrosive GlovebagAssessment Art analysis or examination An defined by DOT corrosive material is device used to remove section of pipe liquid or solid that causes visible destruction insulation without isolating the entire space or 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 causewithanacid Bases have pH of greater than Breakdown of material or Substance Iby heat harm Hazards are often cutegorized into foursevenchemicalreactionelectrolysisdecayorothergroupsbiologicalchemical phynical and processes into elements or simpler radiationBufferZonecompounds An area of land which surrounds hazardous Hazard Classes waste facility and on which certain land uses Decontamination series of nine descriptive terms that haveandactivities 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 offromexisting or potential hazards caused by chemical physical and biological materialsthemigrationofhazardouswasteICHSCDeepWellInjectionThesecategories are flammable liquidsSec25110.3 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 poisonous soil 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 subject to the hazardous large Class of substances which form generator transporter or ISO waste manifest requirements of the EPA solutions having high pH specified in the CER Title 40 Part 262 or Effluent would be subject to these requirements in the Waste material either treated or untreated absence of an interim authorization to State discharged into the environment under CPA Title 40 Part 123 Subpart EcoSearch Report ID 1226-201 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 tonic 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 cf 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 $1 detailed information The part of RCRA which pertains to the million has been obligated or sue months have storage of petroleum products and hazardous elapsed 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 Sen CEFtCLA substance into the environment Actions intended to minimize increases in enposare such that time and cost Synergistic Inert commitments are limited to six monthu andlor The action of two materials together which is Exhibiting no chemical activity totally million greater in effect than the ssm of the unreactive individuals actionsPoisonClass Innocent Land Owners Defense DOT term for extremely dangerous poisons TIGER Files The defense of purchaser of real property that in poisonous gases or liquids of such that he or she enercisgd 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 is nationwide computerized map with address dangerous 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 aswereinexistenceorforwhichconstruction had commenced prior to November 19 980 DOT term for liquid solid paste or negligence semisolid substances other than Classtocontinuetonperatewithoutpermitafter thin date pending final issuance from RCRA poisons which are known to be tonic to man Tooicity 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 Under federal law each party that contributed Pollutant damages may be held liable for all Wastes damages but each has the right to compel substance or misture 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 to be Liability anticipated to cause adverue effects in such hazardous for hazards other than acute organisms and their offspring huzurds 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 tonic Required by OSHA of owners to alert pollutants for regulation under the Clean emplxyees to hazards their effect and Water Act protective action Manifest Remedial Actions Responses to releases of hazardous Form which indicates generator quantity and substances on the NFL 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 mill responses to incidenen involving hazardous occursubstances Second RespondersWastes federal waste list comprised of substances Those personnel required to assist or relieve first responders at hazardous material categsrized as acutely hazardous incident due to their specialized knowledge equipment or experience These include State environmental protection or health officials commercial response cleanup companies and appropriate industry representatives EcoSearch Report ID 1226-201 Environmental Date of Report December 16 1997 Resources Inc --Aduptnd from Lincoln Graduoin Ccnlrr 1993 Rca Estute Environinnxiul Serreniog Sun Antonio Tnxas 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 lDelisted 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 1226-201 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 -RCRIS Resource Conservation and Recovery Information System -RFA RCRA Facility Assessment -RFI RCRA Facility Investigation -RI Remedial Investigation ICERCLA -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 1226-201 Environmental Date of Report December 16 1997 Resources Inc APPENDIX SITE INVESTIGATION REPORT ALLIED PRODUCTS CORPORATION RECEIVED JIATE CLEANUP May 1995 SITE INVESTIGATION REPORT INDIANA VOLUNTARY REMEDLATION PROGRAM ALLIED PRODUCTS CORPORATION STAMPING FACILITY SOUTH BEND INDIANA Project No 8708 Prepared By Advanced Pollution Technologists Limited Mishawaka Indiana C- TABLE OF CONTENTS IiQD DescriptIon 1.0 INTROIMJcTION Report Organization 1.2 Site Location and History 1.2.1 Site Location 1.2.2 Site History L2.3 Site Documentation 2.0 SITE CIIARACrERIZATION 2.1 Baseline Assessment 2.1.1 Baseline Ecological Assessment 2.1.2 Background Hydrogeological Assessment 2.2 Background Concentrations 2.3 Sampling Methodology 2.3.1 Sample Matrices 23.2 Sample Locations 2.33 Investigation Methods 2.3.4 Sample Collection 2.4 Sample Analysis 2.5 Site Investigation Results 10 2.5.1 Soil Sample Analysis Results to 2.5.2 Groucdwater Sample Analysis Results 13 2.5.3 Hydrogeologic Investigation Results 14 3.0 CONCLUSIONS 14 APPENDIX BOIWIG LOGS APPENDIX CIiAJN.OF-CUSTODY APPENDIX LABORATORY ANALYTICAL REPORTS LIST OF TABLES lable Description Soil Analytical Data Summary for lIST Closure TPH Soil Analytical Data Summary for lIST Closure VOC5 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 11 Groundwater Analytical Data Summary VOCs 12 Groundwater Analytical Data Summary SVOCs 13 Water Level Elevation Data Surficial Zone Advanced Poilutton TechnoloLgtuls Ltd -Environmenta Consuitanta LIST OF FIGURES igitr Descnption 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 II TPH Distribution in Gioundwater Shallow 12 TPH Distribution in Groundwater Deep 13 North South Cross-Section A-A TPH Impacted Groundwater 14 PCE Distribution in Groundwater Shallow IS PCE Distribution in Groundwater Deep North South Cross-Section A-A PCE Impacted Groundwater 17 Total SVOC Distribution in Groundwater Shallow 18 Total SVOC Distribution in Groundwater Deep 19 North-South Stratigraphic Cross-section A-A 20 East-West Stratigraphic Cross-section 0-0 VRP Site InenaUwon Repait MhcdpnductsCaipoiiiou South Bend Indiuta Page oflO 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 regarding 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 IJSTs 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 eaS 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 1/8- 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 -Environmental Consultants- VRP Sila t.veztlgsdas Rtiirt Allied Preducu Cacperat. Soask Boad l.dlsaa Paplot 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 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 area surrounding the facility is gently rolling to flat with general slope to the northeast toward the St Joseph River Surface runoff consists of sheetflow 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 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 welifield 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 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 tanks 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 closure and tested for TPH The closure sample analytical results indicated that releases had occurred from this UST Impacted soils were overexcavated and disposed Groundwater samples were not collected because groundwater was not encountered during 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 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 Technololgists Lid -Environmental Consultants- VRP Site favesdgadoo Rjport Alilid Product Curporodoc Sooth Beod lodlasi p1ir ta 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 liST and analyzed for TPH and VOCs The analytical results indicated TPH concentration of 31 mg/kg and 124.-Trimethylbeozene conccnation 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 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 11.3 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 ljnderoround Storase Tank Closure Report Allied Products Tank Farm Facility PEI 1991 tJndereround Storage Tank Closure Report Allied Products 20.000 I.IIPEI 1991 Underground Storage Tank Closure Report FE 1991 2.0 SITE CHARACTERIZATION This Section 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 Technololgtsts Ltd -Environment-al Consultants- VP Site leveedgaslea Reiia.1 Aflied Prod.c Cazporafie Sash Bead i.diass Pace4ef 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 sanitaxy 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 ripsrian 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 Iocal 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 Professions Technical Staff for the Division of Water Lar Reurce Availability in the St Joseph River Bssin Indiana Indiana Department of Natural Resources 1987 Advanced Pollution Technoloigista Ltd -Environmental Consultants VRP SItE I.v.idguduu Report Allied PrudcU Cutpo.sdou South Bead ladlui Pu115of 19 Geologic Map of the 1aja Fort Wayne Onadrangle Indiana Michinan and Ohio Showing Bedrock and Unconsolidated Deposits Indiana Department of Natural 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 Water Resource Availability in the St Joseph River Basin 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/ft 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 massive 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 tht site investigation indicate that the depth to groundwater in the unconfined aquifer underlying the site is approximately 25 feet Advanced Pollution Technololgists Ltd .Environmental Consultants- Vii Site .vdgade ReI4ft Allied Prodicu CorntlIs S..t Bi.d II ee6o 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 dient 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 performed 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 iii 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 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 opportunity for the constituents of concem to contact 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 identify constituents that would be present on or near the groundwater surface Advanced Pollution Techuololgists Ltd -Environmental Consultants VRP Site l.vdpIls Repsv AUlud rad.ctzCrponsoa Sosi Be.d tadua Pae7ofI 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 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 arc concentrated around these tanks and downgradient of the tanks toward the northeast portion of the facility Figure Monitoring well/well cluster locations MW-tO MW-I MW-12 MW-13 MW-iS 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 and to characterize the local hydrogeologic conditions Figure The off-site monitoring well/well cluster locations MW-16 MW-Il MW-18 MW-I9 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 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 1.1ST located northwest of the west building Monitoring well cluster MW-26S126D was installed downgradient of the former 5000-gallon gasoline UST 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 three monitoring wells MW-14 MW-2lS MW-21D along the east boundary of the site provide sidegradient control L3.3 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 geologic and chemical characterization were collected utilizing twofoot long split-spoon sampler driven ahead of the auger bit in accordance with ASTM Standard Method DI586-84 All soil Advanced Pollution Technololgists Ltd -Environmental Consultants- VP Site luvesUgides Repset MlledrrodvcacorpsistOs S..tk Reed IsdMes Pato 19 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 ND 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 pie-determined sampling frequency or on the results of the ND 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 sect ions 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 weilbore 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 Athanccd Pollution Technololgists Ltd -Environmental Consultants- VRP She I..edptlos Reed AIUtd Predutu CorpersItea Somb Beed liable Page9of 19 flush-mounted protective steel outer easing 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 watercolor 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 2i.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 ThI-l or the monitoring well number followed by the code GW to identify 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 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 th sample bottle was then either discarded or sent to the laboratory for analysis While the PID 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 Advanced Pollution Technololgisu Ltd -Environmental Consultants- VRP Site l.vesdgido Repset AWed Prod.cU CoiporuUo South Beu lulau r5 lOot 59 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 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 801 5-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 irk single 4-ounce widemouth clear glass jam One jar per sample per analyse equipped with Teflon sealed lids Preservation of the soil samples was accomplished by Advanced Pollution Technololgists Ltd -Environmental Consultants- VRP Site I.vntltloo Report Allied ProducUCaiponu Sooth Beed todiw P25C Ii of 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 I-L amber glass bottle with Teflon sealed lids Groundwater samples were also cooled to temperature of 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 JNVESTIGATION RESULTS The results of the APT site investigation axe presented in the following sections and include the results of the laboratory analyses performed on soil and groundwater samples as well as chai acterization 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 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 IER 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 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 II mg/kg MWI5D-40 to 30000 mg/kg MWID-38 The petroleum hydrocarbons were identified as motor oil and diesel The observed TPH concentrations eceeded 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 3600 mg/kg TPH-diesel Monitoring wells MW-ID MW.2 and MW-i are located immediately downgradietst of the fou 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-l5D and TB-S two samples Soil sample MW4-21 collected at location dowogradient of the four tank UST system contained 43 mg/kg TPFI-motor oil TPH-gasoline was detected at concentration of 11 mg/kg in MWISD-40 which is located along the northem boundary of the site Soil boring TB-S which is downgradient of the former 10000-gallon UST located north of the east building had TPH Advanced Pollution Technololgists Ltd -Environmental Consultants- Ylt Skt l.vIflpd Rpsf Allied PradvcIiCorpIflS S.ut Bud l.ds Psi 12.19 detections at two depths TPH.motor oil was detected at concentration of 78 mg/kg at TB5-l and TPH-gasoline was detected at concentration of 59 mg/kg at TBS-24 summary of the TPH analytical results for the soil samples is presented in Table The horizontal and vertical distributions of TPH in soil are presented in Figures and 1QC 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 ethylbeozene 2-hexanone methylene chloride 1122-tetrachioroethane 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 TI.SSE The constituent 2.butanone was detected in 19 samples at concentrations ranging from 2.6 ugikg TI-WE and T2-SSW to 44 ug/lcg 14-BE Carbon disulfide was detected in one sample T4.NSE at concentration of 2.7 ug/kg The constituent 12-dichioroethene was detected in two samples at concentrations of 5.8 ug/kg T3-EE and 8.7 ug/kg T4-NSE Ethylbenzcne was detected in two samples at concentrations of 4.2 ug/kg T3-EE and 6.1 ug/kg 14- NSE The constituent 2-hexanone was detected in one sample 14-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/kgTl-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/kg T4-SSE to ug/kg 14-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 UST closure soil samples collected from the immediate vicinity of the four 4000-gallon USTs The cleanup objective of 210 ugæcg for l22-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 thj VRP Tier II cleanup objectives for non-residential scenario Also acetone 2-butanone anti5 rnethylene 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 Technulolgists Ltd -Environmental Consultants- VRP Slit IsvdaadOs Rtport AUItd Produce CtpSI.IdOI S.vl Be.d lIauIfl Iii 13 if 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 forty-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 perylene benzo fluoranthene bis2-ethylhexyl phthalate carbazole chrysene di.n butyl phthalate diethyl phthalate di-n-octyl phthalate fluoranthene indeno 123-cd pyrene 2- methylnaphalene naphthalcne phenathrene 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 MWISD-40 and TB5-I Benzo pyrene was detected in four samples at concentrations ranging from 6.9 ug/kg MW2-21 to 130 ug/kg TB5-l Benzo fluoranthene was detected in four samples at concentrations ranging from 51 ug/kg MW2SD-26 to 200 ug/kg TB5-l Benzo ghi perylene was detected in three samples at concentrations ranging from 35 ugfkg MW2-21 to 60 ug/kg TB5-l Benzo fluoranthene was detected in three samples at concentrations ranging from 44 ug/kg TBI-12 to 80 ug/kg TBS-ll Bis2- ethylhexyl 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 T1-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 T3-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 was detected in six samples at concentrations ranging from 49 uglkg 181-12 to 300 ugllcg 185-11 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 185.24 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 ug/lcg 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 Un Advanced Pollution Technololgists Ltd -Environmental Consultants- YR Sits livustIgado Ripail ARid Prductl Curpanulu. South Bu.d.IidIu. Page 14.1 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 groundwater near the former four 4000-gallon UST system under 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 cast 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 comer of the facility TPH-motor 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-E MW-2 MW-3 MW-4 MW-7 and MW-l2 exhibited TPH concentrations ranging from 100 ug/L MW-1SS to 42000 ugfL MW-E TPH-motor oil was identified in groundwater samples collected from monitormg wells MW-E 42000 ug/L MW-2 1400 ugfL MW-3 2500 ug/L MW-4 1400 ugfL and MW-l2 570 ugfL TPH-diesel fuel at concentration of 260 ugfL was identified in groundwater sample collected from monitoring well MW-7 TPI-l-gasoline at concentration of 150 ug1L 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-7 TPH-mineral spirits were detected in monitoring well MW-23S located downgradient of th 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-lSD exhibited TPH-gasoline concentrations of 120 ugfL and 560 ugfL respectively TPH-motor oil was detected at concentration of 270 ug/L in sample collected from monitoring well MW-l3S An unknown hydrocarbon was detected at concentration of 100 ug/L in sample collected from monitoring well MW-l5S An unknown hydrocarbon i.e not able to be fingerprinted was detected at concentration of ugfL in sample collected from MW-lID This monitoring well is located immediately downgradient of former 20000-gallon UST northwest of the west building TPH.gasoline and an unknown hydrocarbon were detected in off-site monitoring wells MW-l6D MW-I 3D and MW-20D Groundwater samples collected from three monitoring wells exhibited TPH concentrations ranging from 110 ugfL MW-20D to 480 ug/L MW-16D TPH-gasoline was identified in groundwater samples collected from monitoring wells MW-18D 420 ug/L and MW 20D 110 ugfL An unidentifiable hydrocarbon was detected at concentration of 480 ugfL in sample collected from monitoring well MW-16D Advanied Pollution Technololgtsts Ltd -Environmental Consultants- VRP Silo loveodgotlos Report Allied Products Corportdo S.ut Beod ludlan Page lSofl 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 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 appeara 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 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 yac 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 dicholoroethane 12-dichloroethene ethylbenzene inethylene chloride tetrachioroethene 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 11-dicholoroethane 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 ug/L MWI2-GWI to 42 ugfL MWI3S-GWI Ethylbenzene was detected in four samples at concentrations ranging from 3.4 ugfL MW-S and MW5D-GWI to 5.5 ug/L 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 ug/L MW-4 to 510 ug/L MWI5S-GWI Toluene was detected in nine samples at concentrations ranging from 2.0 ugfL MWIOD-GWI to 34 ug/L MW2OS-GWI The constituent 111-trichioroethane was detected in nine samples at concentrations ranging from 2.2 ug/L MW23D-GWI to 6.8 ug/L MW2OD-GWI and MW21S.GWI Vinyl chloride was detected in two samples at concentrations of 7.3 ugfL MW-Exst to 26 ugfL MWI7S-GWI Xylenes were detected in samples at concentrations ranging from 7.1 ug/L MW24D-GWI to 300 ug/L 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 ug/L in eight samples MW-I MW-2 MW-6 MWI3-GWI MWI3D.GWI MWISD-GWI and MWIS-GW2 The highest concentrations of PCE were measured at monitoring 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 ug/L 460 ugfL 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 UST system beneath the west building Groundwater samples collected from MW-IS MW-2 and MW-6 contained PCE concentrations of 110 ugfL 320 ugfL and ISO uIL respectively Advanced Pollution Technololgists Ltd -Environmental Consultants- YRP SU luvudgidi Ripirt Allied Prod.tta CovpindoS S..th Bud I.d18U Page lof Vinyl chloride byproduct of the degradation of PCE was detected in one sample MWI7S.GW1 at concentration exceeding the Tier 11 cleanup goal of 10 ugh..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 Table Twenty-one of the samples contained detectable concentrations of one or more SVOC constituents Benzo fluoranthene bis2-ethylhexyl phthalate carbazole chzysene di-n-butyl phthalate diethyl phthalate di-n-octyl phthalate fluoranthene 2-methylnaphalene naphthalenc 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 ug/L MW-3 Bis 2.ethylhexyl phthalate was detected in 18 samples at concentrations ranging from 1.0 ug/L MWI8D-GW2 to 300 ug/L MW-Exst Carbazole was detected in one sample MWI8D-GWI at concentration of 1.0 ug/L Chrysene was detected in three samples at concentrations ranging from 1.6 ug/L 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 MWI3D-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 concentrations ranging from 1.4 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 MW25D-GWI to 520 ug/L MW23S-GW1 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 ugIL Phenol was detected in one sample MWI8D-GWI at concentration of 1.5 ugh..Pyrene 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 II 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 ug/L 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 Th distribution of SVOCs is illustrated in Figures 17 and IS 2.5.2 Ilydrogeologic 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 Technotolgfst.s Ltd -Environmental Consultants- YR Site l.vedpdi Repet Allied Prodicu Corpaittiss South Beud ludla Pate lot 19 approximately 113 feet beneath the ground surface in MW-ID The sand and clayey silt layers range in thickness from to 10 feet Hydrologically the uppermost unit serves as massive uncontined 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 10.2 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 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 1122-tetrachioroethane PCE and TPH constituents Groundwater have been impacted above action limits by vinyl chloride PCE and TPH Constituents Advanced Pollution Technololgtsts Ltd -Environmental Consultants- lavestigeel. MUed Produea Cesp.aj 5.tI B.d tadL. Page 11sf There are multiple sources of the observed aforementioned impact Specifically TPR releases are believed to have occurred from four separate former LIST systems The PCE release appears to have occurred at stngle former LIST 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-dicsel 1122-tetrachioroethane and PCE Soil impact in the vicinity of former 10000- gallon LIST located near the northeast corner of the east building consists of TPi-motor oil and TPH-gasoline Soil impact in the vicinity of former 20000-gallon LIST 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 CE 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-i 5D 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 USTs located under the West building during the 1960s Since these USTs have not been used to store compounds since the 1960s 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 II and 12 These LISTs were reported to have contained various petroleum products prior to the 1960s and during the 970s second source of petroleum hydrocarbons appears to be the former 5000-gallon LIST 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 USTs see Figure 12 third TPH source appears to be the former 20000-gallon LIST located northwest of the west building Petroleum hydrocarbons unknown pattems were detected in monitoring well located immediately downgradient of the former 20000-gallon LIST see Figure 12 The former 10000-gallon LISTS 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 LIST Soil impact was detected at the time of closure arid 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 property 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 rmaeral spirits during its lifetime Advanced Pollution Teclinololgists Ltd -Environmental Consultants VR Sku I..otiiado Ro9011 AWed Produacto CacpsiitI South Semi i.iiia Pa1et9of 19 The presence of an impacted soil layer at depth of 38-40 feet below the ground surface and the observaton 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 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 minimwn 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 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 designed 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 Pottution Technolotgist.s Ltd .Environmental Consuttants 11111 71T IT Ii IiiLTh Il1J TI .1L41i4J11a1IULIfi if MILE_________.WJRADJUSThTh11Th4rYri1lit -I .4444 III 1f 1J 4i FH LJff1 .iIZ1-b-Hk4 LLIII11fl3-VTJiIIirI1JN MIJr-1 i-.irii- 141Thl rii -UL fflTflWfrLIftffdflJ-ii HHI iiHfl ILfl Lt7JT jLI 1I liii FThfb II zM ti1 ll4II1 __t7 UYT IFWP\rx 41...\ ...______ r1v ir-i1i QI _____________________ Figure SITE LOCATI ALLIED PRO SOUTH BEND INDIANA ....SL FRCFARD FORflrnnPflflIrrQ C.17CA LA IA C.ICY CA C10 y-.-9$ SAIFLZ_aTCEE _____________________ ff __ AU CAATT __________- BRAVAY CCAL at Figure SITE MAP AND ENVIRONS AWED PRODUCTS SOUTH DEND INDIANA SOURCE SURVE MAP BY S1RACHMAN _______________aLC BR iiT1T TTI.TIi1.._____ jj1r tiLp -TT 1tL ---/2 MJLK.iJ riThJ iifl1 MILE E--EtIH1t-1iU II-J WLL -1RADIUS k-s -frr ff1 5-1t-44 11 1414 7tIi11U-1--flfl 11.U141i1J14U.--i FHhlffitjjiuLLJjtfL LEGENDjj11rtiiwttwt rei .1 U.J ..J-t-- -.f MUNICiPAL VA FIR SUPPLY WILL LOCATION .-..SITE ..---Figure APT WATER SUPPLY WELLS ALLIED PR SCALE SOUTH DEND INDIANA JTIIND EAST IN QJAD REVISED I99I AND AAO Fm hAir i-I-ii fC lirv raft-miii ____________iT __ ______ ____- L_ ii Lr LEGEND _________ ai_A .n iliOAflAY gure4 UNDERGROUN TANK LOC AWED PRODUCTS SOUTH BEND INDIANA SOURCE SURVEY _________________AR VRSCALEin8OItSATES3285200moorotUEOPRODUCT rOjCACC.VJUOC IWG 170110 070 1-15-Il Dan IIJtt ri/tn Icy 05 CO IT U8P18 RiRflY _______8- ___ ______\___i_8880T __________ __________ 80 015 01011 55180 IROADTAY Figure MONITORING WELL AND SOiL BORING LOCATION MAP ALLIED PRODUCTS SCALE SOUTH BEND INDIANA DOURC OJRVEY UP DY TYRACHOW1 _________PRU8AZD FOR SCALZ 21D 8070.DATED 318O zoo 00 rOOT __________________________ IiA2cco flCk 2Q __ __ ___In LEGEND ____4r LJ _/ Figure DISTRIBUTION OF TFH IN SOIL ALLIED PRODUCTS SOUTH BEW INrnANA SOUBCE 5t1EY U.P 81 TRCmLA8 PREPR OR SCALE Ika OQIt.SAltS 31385 zoo i6b root AWLS PRODUCTCICCAGOULEIOJO -r--- -.-.s 1r _______________________________________________________ uTh Th i0 20 20 cftva 714 SHIU 771.003 20 L__20 KEY MAP LEGEN1 Figure SCREENED RITERVAL IOIE 0041071 71717 71SI00 NORTH SOUTH -11-3 107077710.017017.07 CROSSSECTION jjj jozz R-PH CONCENTRATION IN TPH IMPACTED SOILIJIIBOLELIWDETECTIONElIOTALUEIPRODUCTS MS NOT SAMPLED scoic SOUTH BEND ____________PRIP0010 Toll _______________________7100 flfl 1.L P710711013 on ti4l an nO RATe an ______-T GLROTOT001T ____ 4L LEGEND inT-TAiOeAflTe rat 0IRADYT Tanto inO An nat.An Figure DISTRIBUTION OF PCE IN SOIL AWED PRODUCTS SCALE SOUTH BEND INDIANA SOURCE SURYCY MAP 95 STPkCSSMASO PREP8 FOR SCALE iSo 9001.3I.TED 3-1380 000 000 FEET A0A0 0900590 ____________________________________________________________________________CERC050 1.008919 oat //t iiSI Its SAW NORTH SlOŁ CUt 20 20 at NStt/IL 20 CUt 20 KEY MAP LEGEND ijure i1M1 SCRE1N0 INIERVAS NORTH-SOUTH PCE CONCESITRATION IN PCE IMPACTED SOIL -ii BDL AlL0W OCTECTION uurr ALLIED PRODUCTS NO NOT SAMPLED SCALE SOUTH BEN FS1Bt zoo rca AWlS PR 3.UPLE_7flT ______________ ________ ______ _ui __ Figure 10 TOTAL SVOC DISTRIEUTION IN SOILAWEOPRODUCTS SCALL SOUTN SEND INDIANA SOURCE SURVEY MA BY VCRAC100AO FRBPAB FORSCALE1000000.SAItO 31305 200 200 FOOT 22.2.15 P000IICTH __________________________________________________________________________CHICAGO 0.2.00015 45 Mit i-ii Oat lgt nw/ic .tv Mij an iv tYiw ta.OI .i GAatTOT%m ___ NJLAT LEGEND r./ hay tilL WaAJ li ROADTAY rnj at iti re11 TPH DISTRIBUTION IN GROUNDWATER SHALLow ALLIED PRODUCTS SCALE SOUTH BEND INDIANA SWSRCE SURVEY at BY SCRACHIAt PRARZD rOBSCALEIta600t.DATED 31385 200 wOO FEC tURD P808SCTD__CAtO D1R Ytv YLYo RE SLMPLY S7RErT ________________________ DADE ____ iL_J__ IYVIL LEGEND REOA UGADIAT P.m GP.UIflAltI Alt IA Figure 12 TFH DISTRIBUTION IN GROUNDWATER DEEP AWED PRODUCTS SCL SOUTH BEND iNDIANA 80fL 3AD3I3P5 00 IY CHICAGO nmoa QIJ 31U __ 20 120 _________________ 20 20 KEY MAP Figure 13 JL SCREENED HORm SOUTH CROSSSECT1Ot TPH IMPACTED GROUNDWATER ROt BELOW DETECItON uiotT ALLIED PRODUCTS L0z ItS NOT SM1PLED SCAEE SOUTH B PRDOfiO 200 000 UCT ALLIED P0000005-- SMPLE STRT __________________________________ _________ TULL ____ Figure 14 PCE DISTRIBUTION IN GROUNDWATER DEEP AWED PRODUCTS SOUTH BEND INDIANA BOuBcE SuRVEY MAP RY STP.ACuAN SCY4_E BOtt SATED 313-85 ABLER PAODUCT5 _______________________ _____//U1r ----// __ __LEGEND _1jj EOADTAY Figure 15 PCE DISTRIBUTION IN GROUNDWATER DEEP ALLIED PRODUCTS SCALE SOUTH BEND INDIANA 50170CC StTRYEY MAP BY YTRACHSWJ ___________SCA1E 110 8700.SATED 31365 200 O2 fl OWED PRODUCT t__ __________ r1 fla ________ II II rn ________ _____ L________ra ..e ci __ LEGEND ____________ SvM SI NIIIA ISA 1111 flAil All Figure 17 TOTAL SYOC IN GROUNDWATER SHALLOW ALLIED PRODUCTS SOUTH BEND INDIANA SOUBCE SBYEY WA BY YrRACInWI _________SCALE ItA BOlt.CASIO 3365 200 300 rrEI jr Am aAeLx TRZPT Orn .OJ1 ii ___CAR TREZT L_U LEGEND -. ca7U OLfl ----i re6 TOTAL SVOC tN GROUNDWATEI DEEP ALLIED PR SOUTH BE SOLIRCE SUBVES OLAP S1PACflUAH _________SCALE 20 8012 OATS 31380 222 00 111 AU PRODUCt CtAOo 023 ______________________________________ to SMD 20 GRAVEL 20 SILT NIERBEDED SAND/SILT r- SAND WTIW 5111 FIUGUDITS ID It020 20 KEY MAP IORTH SOUTH I000 STRATIGRAPHIC FOOPOUGO 11.11 CROSSSECTION ALLIED PRODUCTS SCALE SOUTN REND INDIANA r01P1101 ron ____________________________FEET a7l-@2 0T..-l_10I vbrI ant ooa at EI ASPHALT ALL MWlID aawl3O 04WSb 100RflLL SAND SAND 80 80 EA9 ___ SAND GRAVEL 60 SAND 60 ID 45 TO 45 ID 45 KEY MAP 40 SCALE SEUOTSBB PR RED P08 co oct cn Au PRODUCTS __________ ____________________________________-___________.cflcALP.UlJn0i0 DD ICY DAYC CII _________________________\LJ4T AMPIZ STEZT _________________________________ CA TT TULLLr LEGEND n..I L4 ROADVAY U\ Figure 21 POTENTIOMETRIC MAP SURFICIAL 5 AWED SCALL SOUTH OEND INDIANA SOURC SURVEY MAP DY STRACHUAN ________________FOR SCALE ln ROi SAltS 3-385 300 000 rACI AWAD P800UC1