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HomeMy WebLinkAboutSB-0223 2012 Hull Area A - Comprehensive Data Summary COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FOR THE: FORMER STUDEBAKER (SOUTH BEND AREA A) PROPERTIES/ IGNITION PARK VRP SITE # 6020803 SOUTH OF SAMPLE STREET, EAST OF PRARIE AVEUNE, NORTH OF CONRAIL PROPERTY AND WEST OF FRANKLIN STREET, SOUTH BEND, INDIANA 46601 PREPARED FOR: SOUTH BEND REDEVELOPMENT COMMISSION 227 WEST JEFFERSON BLVD., 12th FLOOR SOUTH BEND, INDIANA 46601 PREPARED BY: HULL & ASSOCIATES, INC. 8470 ALLISON POINTE BOULEVARD SUITE 120 INDIANAPOLIS, INDIANA 46250 SEPTEMBER 2012 HULL & ASSOCIATES, INC. 1 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 TABLE OF CONTENTS PAGE 1.0 INTRODUCTION ............................................................................................................... 3 2.0 SUMMARY OF ENVIRONMENTAL ACTIVITIES ............................................................. 5 2.1 Site Background ......................................................................................................... 5 2.1.1 Site Location and History ........................................................................... 5 2.2 Summary of Site Activities ......................................................................................... 6 2.2.1 Prior Assessment and Remedial Activities ................................................ 7 2.2.2 Ecological Assessment ............................................................................ 29 2.2.3 Baseline Hydrogeological Assessment .................................................... 29 3.0 ADDITIONAL OFF-SITE ASSESSMENT PLAN ............................................................ 32 3.1 Additional Off-Site Field Investigation ...................................................................... 32 3.2 Schedule .................................................................................................................. 33 LIST OF TABLES Table 1 Sample Names, Locations, and Survey Points for Studebaker Stamping Plant Demolition Phase I Table 2 Summary of Laboratory Analyses of Temporary Groundwater Sampling Points – VOCs, April 2012 (ug/L) Table 3 Summary of Laboratory Analyses of Temporary Groundwater Sampling Points – Metals, PCBs, cPAHs, and SVOCs, April 2012 (ug/L) Table 4 Summary of Laboratory Analyses of Permanent Monitoring Wells – VOCs, June 2012 (ug/L) Table 5 Groundwater Elevation Data – June 5, 2012 Table 6 Summary of On- and Off-Site Soil Gas Results (ug/m3) LIST OF FIGURES Figure 1 Site Location Map Figure 2 Recognized Environmental Conditions Plan Figure 3 Site Plan and Historical Sampling Locations Figure 4 Demolition Phase I Sampling Locations Figure 5 Summary of Detected VOCs from Temporary Sampling Points Figure 6 Summary of Detected Metals, PCBs, and SVOCs from Temporary Sampling Points Figure 7 VOCs Detections Exceeding 1996 VRP Residential Standards in Monitoring Wells Figure 8 Piezometric Surface Map, Shallow Wells – June 5, 2012 Figure 9 Piezometric Surface Map , Intermediate Wells – June 5, 2012 Figure 10 Summary of On- and Off-Site Soil Gas Sampling Results HULL & ASSOCIATES, INC. 2 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 TABLE OF CONTENTS (CONT.) LIST OF APPENDICES Appendix A Soil Boring Logs and Monitoring Well Construction Diagrams Appendix B Environmental Investigation, South Bend Lathe, 400 W. Sample Street, South Bend, Indiana by EIS Environmental Engineers, Inc. Appendix C Spill Report, Allied Products Incorporated Facility, South Bend, Indiana by APT Appendix D Site Investigation Report, Allied Products Corporation Stamping Facility, South Bend, Indiana by APT Appendix E UST Closure Assessment – Studebaker Building 92 by Grauvogel & Associates Appendix F Report for an Initial Phase II Environmental Site Assessment for the South Bend Area A Properties by Hull Appendix G Site Assessment Report, South Bend Stamping Site by Tetra Tech EM Appendix H Soil Remediation Completion Report, Studebaker/Oliver Redevelopment Project, Area A Stamping Plant Property by KERAMIDA Appendix I Laboratory Reports from Phase I Demolition Project by STAT Analysis Appendix J UST Closure Report from Phase I Demolition by Amereco Appendix K In-Situ Chemical Oxidation Pilot Study and Groundwater Sampling Event Reports by Weaver Boos Appendix L Phase I ESA of the Indiana and Michigan Electric Company Substation Property by Hull Appendix M CERCLA Removal Action Report for the South Bend Lathe Site by WESTON Appendix N Documentation for Phase III Demolition by Amereco et al. Appendix O Soil Characterization of Former Studebaker Foundry Reservoir by Weaver Boos Appendix P Additional Phase II ESA of Huckins Tool & Die and South Bend Lathe by Hull Appendix Q Report Documenting Soil Remediation Activities by Hull Appendix R Documentation of Removal of USTs from Former Studebaker Engineering Building by Weaver Boos Appendix S Laboratory Analytical Reports from Temporary Groundwater Sampling Event – April 2012 Appendix T Laboratory Analytical Reports from Groundwater and Soil Gas Sampling Events – May through August 2012 Appendix U Off-Site Water Usage Research Documentation HULL & ASSOCIATES, INC. 3 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 1.0 INTRODUCTION The purpose of this of this Comprehensive Environmental Summary Report (Summary) is to describe all historical activities undertaken to date to evaluate the presence of chemicals of concern (COCs) in soil and groundwater at and in the vicinity of the former Studebaker automotive manufacturing complex property (also herein referred to as the proposed Ignition Park and the Site). A second purpose of this summary report is to propose additional activities necessary to complete assessment of the distribution of COCs in groundwater off-Site so that a Remediation Work Plan pursuant to the Voluntary Remediation Program (VRP) may be proposed to the Indiana Department of Environmental Management (IDEM). Ultimately, the goal for the Site is to receive a Covenant Not to Sue from the State of Indiana under the VRP. The Site is comprised of several parcels totaling approximately 71.5 acres (+/-) of land located southeast of the intersection of Sample Street and Prairie Avenue in South Bend, Indiana. When the Site was originally enrolled in the VRP, it was comprised of over 100 acres of land, but the City of South Bend Redevelopment Commission (the City), the South Bend Public Transportation Corporation (TRANSPO), and private entities have redeveloped portions of the former Studebaker Complex (including portions thereof north of Sample Street), effectively removing certain parcels of the Site from inclusion in the VRP. Operations under Studebaker Corporation, from as early as 1927 to the early 1960s, consisted of a foundry, lumberyard, and manufacturing facilities, primarily dedicated to the manufacture of automobiles. Following the cessation of Studebaker’s operations at the Site, the majority of the Site was subdivided and sold to Mr. Jay Huckins, ARG Corporation (South Bend Lathe), Allied Products Corporation, and Cummins Engine Co., Inc. During the mid- to late-2000s, those parcels were gradually acquired by the City and the outdated buildings (with the exception of the former Foundry structure) were demolished by the City. The City’s Economic Development Commission retained control of the former Studebaker Foundry until it was sold to the 1100 Corporation in September 1998; thereafter it was operated by the 1100 Corporation as its headquarters and for storage of larger-scale pipe and valve products. The 1100 Corporation vacated the Foundry portion of the Site approximately two years ago, and the City subsequently regained control of the Site and demolished the Foundry building in 2011 and early 2012. Although the City is in the process of establishing new parcels at the Site, all former parcels comprising the Site are currently vacant. Various stages of infrastructure improvements (e.g., HULL & ASSOCIATES, INC. 4 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 road construction and utility installation) are occurring in an area generally limited to the southern third of the Site. Multiple environmental assessments have been conducted at the Site. These assessments included sampling and testing of surface and subsurface soils and groundwater for volatile organic compounds (VOCs), total petroleum hydrocarbons (TPH), semivolatile organic compounds (SVOCs; also herein referred to as polynuclear aromatics (PNAs)), Resource Conservation and Recovery Act (RCRA) metals, Target Analyte List (TAL) metals and/or polychlorinated biphenyls (PCBs). As will be evidenced by this Summary, many of these chemicals of concern (COCs) identified have been remediated or have been detected in areas where exposure pathways are incomplete or likely to be rendered incomplete by future redevelopment efforts planned for the Site. Finally, a strategy and a schedule for completing off-Site assessment to define the extent of impacts to groundwater are presented. HULL & ASSOCIATES, INC. 5 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 2.0 SUMMARY OF ENVIRONMENTAL ACTIVITIES Hull & Associates, Inc. (Hull) has been retained by the City of South Bend Department of Community and Economic Development (the City) to prepare this Comprehensive Summary Report (Summary) and supporting documents with the ultimate goal of remediating the soils and groundwater at the Site in accordance with Indiana’s VRP. Supporting documents previously submitted include: a Quality Assurance Project Plan (QAPP) and a Health and Safety Plan (HASP). This Summary and associated documents were prepared in general conformance with the requirements contained in the VRP Resource Guide dated July 1996. 2.1 Site Background 2.1.1 Site Location and History The Site (VRP Application #6020803) is located southeast of the intersection of Sample Street and Chapin Street/Prairie Avenue, South Bend, Indiana. The Site encompasses multiple historical parcels (which have since been abandoned by the City, pending future re-parceling) totaling approximately 71.5 acres (+/-) and is generally bounded on the north by Sample Street; to the east by Franklin Street; to the South by Cotter Street, industrial and commercial properties, and the former Norfolk Southern Railroad; and to the west by Chapin Street/Prairie Avenue. The location of the property is shown on Figure 1. Operations under Studebaker Corporation, from as early as 1927 to the early 1960s, consisted of a foundry, lumberyard, and manufacturing facilities, primarily dedicated to the manufacture of automobiles. Following the cessation of Studebaker’s operations at the Site, the majority of the Site was subdivided and sold to Mr. Jay Huckins, ARG Corporation (South Bend Lathe), Allied Products Corporation, and Cummins Engine Co., Inc. During the mid- to late-2000s, those parcels were gradually acquired by the City and the outdated buildings (with the exception of the former Foundry structure) were demolished by the City. The City’s Economic Development Commission retained control of the former Studebaker Foundry until it was sold to the 1100 Corporation in September 1998; thereafter it was operated by the 1100 Corporation as its headquarters and for storage of larger-scale pipe and valve products. The 1100 Corporation vacated the Foundry portion of the Site approximately two years ago, and the City subsequently regained control of the Site and demolished the Foundry building in 2011 and early 2012. Although the City is in the process of establishing new parcels at the Site, all former parcels comprising the Site are currently vacant. Various stages of infrastructure improvements (e.g., HULL & ASSOCIATES, INC. 6 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 road construction and utility installation) related to the proposed Ignition Park are occurring in an area generally limited to the southern third of the Site. The Site Plan showing the configuration of buildings; other Site features prior to demolition activities; and the locations of Recognized Environmental Conditions (RECs) identified in a Phase I environmental site assessment (ESA) completed by Hull in January 2001; is included as Figure 2. 2.2 Summary of Site Activities Since 1992, numerous environmental investigations have been completed at the Site and off- Site. A brief description of all pertinent ESA activities that have been completed to date is provided below. Soil boring logs and monitoring well construction diagrams for all historical boring locations, as well as any off-Site locations, are included in sequential order based on date of installation in Appendix A. Remediation activities have also been conducted, including the removal and disposal of soils impacted by various chemicals of concern (COCs), the removal of 31 underground storage tanks (USTs), and the completion of a pilot study to evaluate the efficacy of an in-situ groundwater cleanup technology. Those remediation activities are also summarized below. Because certain historical reports do not appear to have been uploaded to the IDEM Virtual File Cabinet (VFC), copies or excerpts of these historical reports are provided as appendices to this Summary. Where excerpts are provided, copies of laboratory reports will be provided to IDEM under separate cover. A prior Remediation Work Plan (RWP) for the Site was prepared by Hull and submitted to the IDEM in April 2004. Pursuant to the Site’s original Voluntary Remediation Agreement (VRA) with the IDEM, that prior RWP solely contemplated the remediation of soils within the footprint of the former Studebaker property. More recent discussions and correspondence between the City and the IDEM have focused on including the remediation of groundwater at and downgradient of the Site with the remediation of soils at the Site. Furthermore, in consideration of vapor intrusion science that has evolved since the Site’s original VRA was executed, potentially complete soil and/or groundwater to indoor air exposure pathways must be evaluated on- and off-Site. Accordingly, the short-term additional assessment needs identified in this Summary, and the future remediation goals that will be proposed in a forthcoming RWP, include the evaluation of soil, groundwater and vapor media. HULL & ASSOCIATES, INC. 7 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 The following provides brief summaries of the assessments and remedial activities and respective analytical results for soils and/or groundwater that have been completed at the Site to date. 2.2.1 Prior Assessment and Remedial Activities Environmental Investigation – South Bend Lathe by EIS Environmental Engineers, Inc. A report titled "Environmental Investigation South Bend Lathe" was prepared by EIS Environmental Engineers, Inc. in July of 1992. Only portions of this report were received for review and inclusion in this Summary. Available portions of this report are included in Appendix B. This report was prepared to evaluate potential impacts to soil and groundwater from five USTs and an associated fuel oil piping track. Four of the USTs investigated were located on the south side of the South Bend Lathe building near the chip house. The remaining UST was located at the east portion of the South Bend Lathe property, south of the Engineering Building. The general locations of these UST systems are shown on Figure 2 and are further denoted on the original report figures included in Appendix B. According to the report, eight borings were installed near the five tanks and soil and groundwater samples were collected from each boring location and were submitted to a laboratory. The report states that soil samples were analyzed only for total petroleum hydrocarbons (TPH); groundwater samples were analyzed for TPH and VOCs. The only notable concentration of TPH detected in soil at the Site during this investigation was 10,400 mg/kg from B-2 at a depth of 16.5 to 18- ft. below ground surface (bgs). It should be noted that this concentration was detected by the obsolete method 418.1. No other detections of COCs at the site during this investigation exceeded 1996 VRP Nonresidential Tier II Cleanup Goals. Additional VOC analytical information was either not provided or was not included in the parameter list for analysis. Spill Release Report to IDEM by APT, Inc. A letter prepared by APT in April of 1994 was reviewed for this Summary. The letter was prepared for IDEM and concerned a release from the four USTs located on the west end of Building 86 on the Allied Products Corp. property. The locations of these USTs are shown on Figure 2. The spill report indicates that, during the in-place closure of four USTs, soil sample results indicated that a release of tetrachloroethylene (PCE) had occurred. Specifically, elevated concentrations of PCE were found in soil beneath the tank. The report also indicated HULL & ASSOCIATES, INC. 8 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 that no product was located in the tank prior to closure activities. The report states that IDEM incident number 94031118 was issued for the incident. A copy of this letter is included in Appendix C. Site Investigation Report by APT, Inc. A report titled "Site Investigation Report," prepared by APT in May of 1995 was reviewed for this Assessment. A copy of what is believed to be the full report was received from IDEM during preparation of the original RWP and is included in Appendix D. The report discusses potential releases associated with seventeen UST systems. Thirteen of the tanks were reportedly closed by Petroleum Equipment, Inc. during June 1989 to October 1991 and the remaining four tanks were closed by APT in March 1994. Ten USTs were reportedly removed from a tank farm located between Building 86 and 79. The location of this tank farm is shown on Figure 2 and on the original report figures included in Appendix D. The tank farm consisted of six 10,000-gallon tanks, one 8,000-gallon tank and three 12,000-gallon tanks that reportedly stored gasoline, kerosene and heating oil prior to closures. Soil samples were collected near the USTs and were sent to a laboratory and analyzed for TPH. The report stated that, based on the results of these samples, a release did not occur from this UST system. The report also stated that groundwater was not sampled in this area since it was not encountered during the UST excavation. One 5,000-gallon UST, which was reportedly used to store gasoline, was located approximately midway along the outside of the east wall of the east building (Building 86). The location of this UST is shown on Figure 2 and on the original report figures included in Appendix D. The report does not indicate if the tank was removed or closed in-place. Soil samples were collected near the UST and were sent to a laboratory for TPH analysis. Sample results indicated that releases had occurred from the UST and, therefore, soil was overexcavated and disposed of. Groundwater was not sampled at this time because it was not encountered during tank closure. The report does not state whether confirmatory samples were collected following excavation. One 20,000-gallon UST that reportedly stored heating oil prior to its closure was located near the northwest corner of the west building (Building 86). The location of this UST is shown on Figure 2 and on the original report figures included in Appendix D. The tank was abandoned in- place and soil samples were collected near the tank and sent to a laboratory for TPH analysis. HULL & ASSOCIATES, INC. 9 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 It is not stated how many samples were collected; however, the report did state that two of the soil samples exhibited concentrations of TPH at 62 mg/kg and at 17 mg/kg. No remedial action was discussed in association with this tank. Groundwater was not sampled at the time of the closure effort because it was not encountered during tank closure. According to the report, a 10,000-gallon UST that reportedly stored mineral spirits and kerosene was removed from the Site in October of 1991. The tank was located north of the east Studebaker Stamping Plant building. The general location of this UST is shown on Figure 2 and on the original report figures included in Appendix D. Strong petroleum odors were noted during the excavation of the UST. Soil samples were collected and sent to a laboratory for TPH and VOC analysis. A sample collected from the soil stockpile produced during the excavation exhibited a TPH concentration of 6,300 mg/kg and a soil sample collected from the floor of the excavation exhibited a TPH concentration of 31 mg/kg and a 1,2,4-trimethylbenzene concentration of 1,052 ug/kg. 2,264 cubic yards of soil near the tank were excavated, bioremediated, and returned to the excavation after concentrations of constituents were below the reporting limit. The four 4,000-gallon USTs historically containing PCE and fuel oil at different times of their operational use were closed in-place in 1994 (as documented in the Spill Release Report from APT presented above). One monitoring well was installed near the tanks and the groundwater sample from this well indicated a release of PCE had occurred from the UST. The report also states that soil samples collected near the UST system confirmed a release of material with detectable concentrations of PCE and TPH. Tables 1 through 3 (contained in Appendix D of this Summary) in the report list the concentrations of the respective chemicals of concern. As part of the Phase II investigation performed at the Allied Products Corp. (i.e., the former Studebaker Stamping Plant) property by APT, 24 shallow monitoring wells, 17 deep monitoring wells and nine soil borings were installed on the property. Shallow wells were screened at the water table (approximately 25 ft. bgs) and deep wells were screened at approximately 40-45 ft. bgs at a stained interval identified during previous investigations. The locations of these monitoring wells are shown on Figure 3. HULL & ASSOCIATES, INC. 10 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 A summary of the soil analysis results follows: 1. Six of the 71 soil samples analyzed for TPH exceeded the IDEM LUST cleanup objective of 100mg/kg, the highest of which was 39,000 mg/kg in MW1D at 38- ft. bgs; the remaining exceedences were 930 mg/kg (MW-2 at 21- ft. bgs), 320 mg/kg (MW-7 at 40- ft. bgs), 290 mg/kg (MW20D at 42- ft. bgs), 2,300 mg/kg (T4- SSE) and 3,600 mg/kg (T4-NSW). 2. VOCs were detected in 46 of the 47 soil samples collected and two VOC constituents were detected at concentration that exceeded the VRP Tier II cleanup objectives. The PCE cleanup objective of 8,010 ug/kg was exceeded in six samples and the 1,1,2,2-tetrachloroethane cleanup objective of 210 ug/kg was exceeded in one of the samples associated with the in-place closure of the USTs located in the southwest portion of Building 86. 3. None of the 73 soil samples analyzed for SVOCs exceeded the IDEM LUST or the VRP Tier II cleanup objectives. A summary of the groundwater analysis results follows: 1. Thirty-four of the 68 groundwater samples were analyzed for TPH and the 18 samples that exhibited concentrations of TPH were above the IDEM LUST cleanup objective of 100 ug/L. These samples were collected from MW-E, MW- 2, MW-3, MW-4, MW-12, MW-7, MW-23S, MW-13S, MW-13D, MW-15S, MW- 15D, MW-11D, MW-16D, MW-18D, MW-20D, MW-22. 2. Forty of the 43 groundwater samples analyzed for VOCs exhibited concentrations of one or more VOCs. Two constituents of VOCs were detected in concentrations that exceeded the VRP Tier II cleanup criteria. PCE was detected at concentrations that exceeded this criterion in eight samples (MW-1, MW-2, MW-6, MW-13-GW1, MW13D-GW1, MW-15D-GW1, and MW15-GW2). Vinyl chloride was detected in MW17S-GW1 at a concentration that exceeded the cleanup criterion of 10 ug/L. 3. Twenty-one of the 26 groundwater samples analyzed for SVOCs exhibited concentrations of one or more SVOC. Two SVOC constituents were detected in concentrations that exceeded the VRP Tier II cleanup criteria. Bis(ethyl hexyl) phthalate was detected at a concentration of 300 ug/L. APT stated that they believed this was a laboratory contaminant. Pentachlorophenol was detected in MW-3 at a concentration of 82 ug/L. This well was then resampled and pentachlorophenol was not detected in the subsequent sample. UST Closure Activities by Grauvogel & Associates. A report prepared by Grauvogel & Associates in April of 2000 was reviewed for this Summary. The report discusses the removal of three USTs and the in-place closure of one UST on the HULL & ASSOCIATES, INC. 11 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Former Engineering Building (Building 92) property located adjacent to the east of South Bend Lathe. Two 8,000-gallon USTs and one 5,000-gallon UST that historically stored gasoline were removed from the property in January of 2000. One 1,500-gallon UST that historically stored, at different periods, lubrication oil and mineral spirits was reportedly closed in-place due to its close proximity to a building foundation. No visual signs of leakage were noted near any of the tanks during excavation. Soil samples were collected from both excavations. Soil samples from the east excavation were analyzed for lead and TPH. The highest result for lead was collected from the north portion of the west wall at 119 mg/kg. All TPH results were below the laboratory's reportable limit of 20 mg/kg. All TPH results from the west excavation were below the laboratory's reportable limit of 20 mg/kg. Five samples of the excavated soil were collected and found to be below the laboratory's reportable limit of 20 mg/kg. The excavated soil was returned to the excavation and additional backfill was brought in to return the excavations to grade. A copy of the available portions of the UST Closure Assessment report is included in Appendix E. Phase I Environmental Site Assessment by Hull In January 2001, Hull completed a Phase I Environmental Site Assessment (ESA) of the Site consistent with ASTM requirements and procedures. Note that this Phase I ESA did not include the Former Studebaker Engineering Building (Building 92) property located 414 West Sample Street. Hull’s Phase I ESA revealed the following Recognized Environmental Conditions (RECs): RECOGNIZED ENVIRONMENTAL CONDITIONS REC REC Item Potential Chemicals of Concern Huckins Tool & Die Property (Property A) A1 10,000-gallon UST reportedly stored oil was located on the north portion of the Huckins Tool & Die property Total petroleum hydrocarbons (TPH), volatile organic compounds (VOCs) A2 Dry well located north of the Huckins building VOCs, semivolatile organic compounds (SVOCs), TPH, metals A3 10,000-gallon UST that reportedly stored oil was located near the exterior northeast corner of the Huckins Tool & Die building TPH, VOCs A4 Dry well located east of the east building addition VOCs, SVOCs, TPH, metals A5 Dust collector and metal shavings located at the exterior southwest corner of the east building addition metals, VOCs HULL & ASSOCIATES, INC. 12 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 REC REC Item Potential Chemicals of Concern A6 5,000-gallon UST that reportedly stored gasoline was located east of the south portion of the building TPH, VOC, lead A7 Former hydraulic lift located centrally in the Huckins Tool & Die building TPH, VOCs, PCBs A8 Former rails located on the east portion of the property metals, SVOCs Underground Pipe & Valve Property (Property B) B1 500-gallon UST that reportedly stored gasoline, located north of the west portion of the main building TPH, VOCs, lead B2 10,000-gallon UST that reportedly stored fuel oil, located north of the east portion of the main building TPH, VOCs B3 Three 10,000-gallon core oil tanks located north of the east portion of the main building TPH, VOCs B4 A pit with a steel-plate cover located northwest of the former pumphouse TPH, VOCs, SVOCs B5 Former rails located on the east and north portions of the property metals, SVOCs B6 Two outfalls from the direction of the facility to the reservoir located on the southwest portion of the property metals, VOCs, SVOCs B7 Half-buried metal structure (potential tank) located in the east wall of the reservoir VOCs, TPH, lead B8 Numerous pits located inside the foundry filled with wood and metal debris VOCs, SVOCs, metals B9 Bins with sand and potential historic coke pits located at the eastern portion of the Underground Pipe & Valve building metals, VOCs, SVOCs, TPH B10 Four historic ASTs located at the south end of the Underground Pipe & Valve building metals, VOCs, SVOCs, TPH South Bend Lathe (Property C) C1 Two 5,000-gallon USTs with unknown contents located east of the southern portion of the building VOCs, SVOCs, metals, TPH C2 3,000-gallon gasoline tank located south of the Engineering Building VOCs, SVOCs, TPH, lead C3 Two 8,000-gallon USTs of unknown contents located south of the Engineering Building VOCs, SVOCs, metals, TPH C4 Two 5,000-gallon USTs reportedly containing motor oil, located south of the eastern portion of the building VOCs, SVOCs, TPH C5 20,000-gallon UST reportedly containing fuel oil, located north of the AEP property VOCs, SVOCs, TPH C6 Two 20,000-gallon USTs reportedly containing fuel oil, located west of the AEP property VOCs, SVOCs, TPH C7 Heavy oil staining by the trash bin containing metal shavings and associated catch basin VOCs, SVOCs, metals, TPH C8 Oil staining by the wood bins located east of the chip house on the south side of the main building and associated catch basin VOCs, SVOCs, metals, TPH HULL & ASSOCIATES, INC. 13 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 REC REC Item Potential Chemicals of Concern C9 Areas of stressed vegetation and bare soil located between the AEP property and the metal storage building VOCs, SVOCs, metals, TPH C10 6,000-gallon UST reportedly containing waste oil, located south of the west portion of the building VOCs, SVOCs, TPH C11 Former rails located on the west and east portions of the property metals, SVOCs C12 Pit located in the heat treat room located in the south portion of the main building VOCs, SVOCs, metals C13 Potential releases from PCB-containing transformers located in the building PCBs Allied Products Corporation Property (Property D) D1 20,000-gallon UST reportedly containing heating oil located near the northwest corner of Building 78 VOCs, SVOCs, TPH D2 Potential UST of unknown size and contents located south of Building 78 approximately 130 ft. west of the southeast corner of the building VOCs, SVOCs, metals, TPH D3 10,000-gallon enamel reducer tank (removed), located on the northeast portion of the property VOCs, SVOCs, TPH D4 Former and current rails located on the property metals and SVOCs D5 6,000-gallon enamel reducer tank, located west of the south end of Building 79 VOCs, SVOCs, TPH D6 Tank farm formerly comprised of ten USTs reportedly containing gasoline and kerosene VOCs, SVOCs, TPH, lead D7 Catch basin with an oily sheen located west of Building 80 VOCs, TPH D8 Four 4,000-gallon USTs reportedly containing TCE and fuel oil located west of Building 86 VOCs, SVOCs, TPH D9 5,000-gallon UST reportedly containing gasoline, located east of the central portion of Building 86 VOCs, SVOCs, TPH, lead D10 5,000-gallon UST reportedly containing diesel fuel, located east of Building 93 VOCs, SVOCs, TPH D11 Potential releases from PCB-containing transformers PCBs D12 Press pits with petroleum product located inside building 80 VOCs, TPH, metals D13 Oil change pit located near the northeast corner of Building 93 VOCs, TPH D14 Former die wash area located at the south end of Building 142 VOCs, TPH, SVOCs D15 Press pits with petroleum product located in Building 142 VOCs, TPH, SVOCs D16 Press pits with petroleum product located in Building 86 VOCs, TPH, SVOCs D17 Three potential drywells located in the southern portion of Building 79. VOCs, TPH, SVOCs, metals D18 Potential releases from ASTs and 55-gallon drums located south of Building 93. VOCs, TPH, SVOCs D19 Potential releases from ASTs that were historically located at the south end of Building 93. VOCs, SVOCs HULL & ASSOCIATES, INC. 14 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 The locations of these RECs and other pertinent Site features and property usage are shown on Figure 2. Initial Phase II ESA Work Plan and Supporting Documents by Hull Based on the findings of the Phase I ESA, an Initial Phase II ESA Work Plan (Hull Document # SBI002.100.0003), excluding the Former Studebaker Engineering Building property, was prepared to provide descriptions of investigative and sampling rationale, soil and groundwater sampling methods and analytical methods for soil and groundwater. To support the Initial Phase II Work Plan, a Quality Assurance Project Plan (QAPP) [Hull Document # SBI002.300.0008] and a Site-Specific Health and Safety Plan (HASP) [Hull Document # SBI002.100.0010] were prepared in general conformance with the July 1996 VRP Resource Guide. This Work Plan was prepared prior to completing the field work for the Initial Phase II ESA. Adherence to the procedures in the Work Plan and QAPP provided for collection of representative soil and groundwater samples. Initial Phase II ESA by Hull The Initial Phase II ESA was designed to evaluate the concentrations of COCs (in surface and subsurface soils and groundwater) and to characterize the geologic and hydrogeologic conditions beneath the Site. Field activities included the installation of numerous groundwater monitoring wells and soil borings advanced by hollow stem augers and direct-push soil borings. The locations of these soil borings and monitoring wells are shown on Figure 3. Selected soil borings and monitoring wells were continuously sampled using 24-inch split-spoon samplers or 48-inch macro samplers that were decontaminated between each sampling interval. Monitoring wells were installed in boreholes created by advancing 4.25 inch, inside-diameter inside diameter (ID), hollow stem augers. The wells were constructed of two-inch ID Schedule 40 PVC screen and casing. Soil boring logs and monitoring well construction diagrams are provided in Appendix A of this Summary. As stated in the Initial Phase II ESA Work Plan, the objectives of the soils investigations were to: 1. evaluate the stratigraphy and textural characteristics of the vadose zone and the unconfined aquifer; 2. collect soil samples and conduct geotechnical analyses to evaluate contaminant transport characteristics; HULL & ASSOCIATES, INC. 15 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 3. provide initial data to demonstrate the completeness or incompleteness of potential exposure pathways of identified COCs; and 4. collect soil samples from REC areas and additional areas for chemical analyses to evaluate the absence/presence and concentrations of COCs. To address these objectives, continuous sampling was completed at 32 shallow direct-push borings (to a depth of four ft. bgs), five shallow soil borings, and at selected shallow and deep monitoring well locations to characterize the vadose zone stratigraphy and potential exposure pathways. Note that when nested wells were installed, only the deeper of the borings was continuously sampled. To evaluate the horizontal and vertical extent of COCs in the vadose zone, 98 discrete samples (excluding quality assurance/quality control (QA/QC) samples) were submitted to the analytical laboratory for analyses. In addition, six samples were submitted to a geotechnical laboratory to evaluate the textural composition and physical properties of the unsaturated soils. The objectives of the groundwater investigation were to: 1. assess the location and stratigraphy of the unconfined aquifer(s) and the presence or absence of confining layers in the unconsolidated material; 2. determine the nature and concentrations of COCs in groundwater; 3. evaluate the groundwater yield and hydraulic characteristics of the unconsolidated aquifer; and, 4. evaluate the general flow direction and gradient of groundwater. These objectives were achieved by installing 26 shallow monitoring wells, 9 intermediate monitoring wells, and 21 deep monitoring wells. Continuous sampling of the saturated portion of the unconfined aquifer was completed in selected deep monitoring well locations, and at selected intermediate monitoring well locations where no deep monitoring wells were proposed. In addition, continuous sampling of the upper portion of the unconfined aquifer was completed when only a shallow monitoring well was installed. To determine the extent of COCs in the unconfined aquifer, 72 representative groundwater samples were collected from the newly installed monitoring wells and from selected existing HULL & ASSOCIATES, INC. 16 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 monitoring wells installed by APT, Inc. In conjunction with the groundwater sampling event, static water levels were collected to evaluate horizontal and vertical groundwater flow. A copy of Hull’s initial February 2002 Phase II ESA report documenting this phase of investigation is included as Appendix F. Additional Phase II ESA by Hull In July 2003, Hull installed 31 continuously sampled soil borings, designated SB-6 through SB- 37, using direct-push technology that collected samples using a 48-inch Macrocore sampler. Fourteen soil samples were selected from the above borings, submitted to the laboratory, and analyzed for VOCs, SVOCs and metals. The objectives of this investigation were to define the vertical and lateral extents of impacted soils that are the likely source of VOCs in groundwater. The locations of the soil borings are shown on Figure 3. Analytical results from these soil borings indicated that a source area for PCE exists to the east of Building #93 in an area where petroleum contaminated soils were found, as determined by visual observation of soil samples and by elevated TPH-DRO concentrations in these samples. PCE was detected at six of the eight sampling locations east of Building #93, with the highest concentration of 12,200 ug/kg located at SB-30. Additionally, relatively low concentrations of VOCs were detected in the area of the Former Die Wash area. VOCs detected in shallow soils beneath the concrete floor included PCE, carbon tetrachloride and chloroform. In addition, various SVOCs were also detected in these shallow soils. Given the presence of the compounds and the fact the elevated concentrations of PCE were detected at HMW-9I during the initial Phase II ESA, this area could be a contributing source of VOCs for groundwater. The Phase II ESA Report documenting this phase of investigation is located on IDEM’s Virtual File Cabinet (VFC) as Document Number 45983350. Remediation Work Plan for Soils by Hull As stated above, a prior RWP for the Site was prepared by Hull and submitted to the IDEM in April 2004. Pursuant to the Site’s original Voluntary Remediation Agreement (VRA) with the IDEM, that prior RWP solely contemplated the remediation of soils within the footprint of the former Studebaker property. A copy of the prior RWP is located on IDEM’s VFC as Document Number 45982770. HULL & ASSOCIATES, INC. 17 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Site Assessment Report for South Bend Stamping Site by Tetra Tech EM In May 2004 the City requested a site assessment and removal action for the South Bend Stamping facility from the U.S. EPA. Accordingly, U.S. EPA tasked Tetra Tech EM Inc.’s Superfund Technical Assessment and Response Team (START) with completing a site assessment to evaluate potential threats posed by the abandoned site to human health and the environment. In June 2004, U.S. EPA and START observed numerous drums, containers, open pits, PCB-containing transformers, mercury switches, and friable asbestos in areas of the site where access was not restricted. The assessment report concluded that the site posed a threat of release of hazardous substances both on the site property and off-site properties, and to human populations, and that the site was therefore eligible for an emergency removal action. A copy of Tetra Tech EM Inc.’s assessment report is included in Appendix G. Removal Action Completion Report by Tetra Tech EM The report documents the emergency removal action justified by the aforementioned U.S. EPA and START site assessment. A copy of this report could not be located at the time this Summary was prepared, but Hull is searching for a copy and will issue it to IDEM for inclusion on the VFC as soon as the report can be obtained. Soil Remediation Completion Report by KERAMIDA In February 2005, pursuant to an Indiana Development Finance Authority (IDFA) grant from the IDFA’s Petroleum Remediation Grant Incentive (PRGI) Program, Keramida Environmental, Inc. (KERAMIDA) coordinated the excavation of approximately 670 cubic yards of petroleum- impacted soils that were located east of Building 93. A copy of KERAMIDA’s soil remediation report is included in Appendix H. Studebaker Area A Demolition – Phase I by Weaver Boos et al. During the period from January 2006 through August 2007, the City retained J&L Management Corporation of Mt. Clemens, MI (J&L) to demolish over 1.5 million square feet of the buildings comprising the former Allied/Studebaker Stamping Plant covering 39 acres of land (depicted as “Property D” on Figure 2. As demolition proceeded, Amereco, Inc. of Valparaiso, Indiana (Amereco) was on retainer to either sample certain areas of the building footprint as structures were demolished and cleared from the Site, or to respond and appropriately characterize and sample unanticipated features (e.g., orphan USTs, etc.) as they may have been encountered HULL & ASSOCIATES, INC. 18 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 during demolition. As sampling occurred at each discrete location, Wightman-Petrie Consulting Engineers and Land Surveyors was on call to survey in all sampling locations. A formal report summarizing activities was not completed. However, all surveyed sampling locations are shown on Figure 4. Also indicated on Figure 4 are the laboratory analyses that were requested for many of the samples collected. All samples were collected as advised by Amereco and submitted to STAT Analysis Corporation of Chicago, Illinois (STAT) for the requested analyses. A QAPP governing this sampling project was submitted by Amereco, Inc.; this QAPP is stored on the IDEM’s VFC as Document Number 45983233 (a QAPP Addendum is stored as Document Number 45983346). Laboratory reports generated by STAT for this phase of demolition are included on the CD enclosed as Appendix I. In general, field documentation during this phase of demolition appears to have been incomplete, and the logic of sample numbering in some cases is unclear. Table 1 cross- references survey points, sample names, laboratory report names (on the attached CD for Appendix I), and laboratory report dates. At any location where impacted soils were suspected, samples were collected and submitted for laboratory analyses; the sampling point was surveyed and noted as potentially in need of overexcavation; and then resampled in the event laboratory analyses indicated that 1996 VRP Tier II Nonresidential Cleanup Goals were exceeded. In these locations, if necessary additional excavation was conducted, confirmatory sampling was then completed, and the confirmatory samples were submitted to the laboratory for additional analyses. This process was repeated until laboratory results indicated that 1996 VRP Tier II Nonresidential Cleanup Goals were no longer exceeded. For example (please reference Table 1), sample number 86-13 (collected from beneath a press pit formerly located in the northern portion of Building 86) was arbitrarily labeled as survey point 5357. When the sample result was initially reported by the laboratory on January 9, 2007 on laboratory report number 06060435, a TPH-ERO concentration of 10,000 mg/kg was reported. The sample location was overexcavated (as evidenced by the change in surveyed elevation on Figure 4) and resampled, and was then reported by the laboratory on May 18, 2007 (on laboratory report number 06080575), when a TPH-ERO concentration of 6,800 mg/kg was reported. The sample location was again overexcavated and resampled, and was then reported by the laboratory on June 18, 2007 (on laboratory report number HULL & ASSOCIATES, INC. 19 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 061000508), when the TPH-ERO concentration was reported to be below laboratory detection limits. Also, during the Phase I demolition project, the four USTs previously closed in-place along the southern portion of the west wall of Building 86 (as documented in the Spill Release Report prepared by APT in 1994) were removed and properly closed and sampled. A copy of the UST closure report prepared by Amereco in June 2006 is included in Appendix J. Studebaker Area A Above-Grade Demolition – Phase II by J&L Management Following acquisition of the former Huckins Tool & Die (Huckins) property (a 3-acre parcel located at the northwest portion of the Site) in May 2006, J&L demolished the Huckins structure concurrently with the Stamping Plant buildings during June and July 2006. No soil samples were collected during this stage of demolition. The structure’s slab was left intact and removed when the South Bend Lathe buildings were demolished during Phase II Demolition, as described below. In-Situ Chemical Oxidation Pilot Study and Groundwater Sampling by Weaver Boos In January 2007, Weaver Boos submitted a report documenting a groundwater remediation pilot study funded by a U.S. EPA Brownfields Cleanup Grant awarded to the City. Following submittal of a bench-scale in-situ chemical oxidation study submitted by Weaver Boos (stored on IDEM’s VFC as Document Number 45982482), Weaver Boos attempted a field-scale implementation of a potassium permanganate injection into the upper saturated unit beneath the Site to evaluate the efficacy of potassium permanganate to achieve significant contaminant destruction. The pilot study suggested that the chemistry of potassium permanganate contaminant destruction may be too short-lived to be a viable remedial approach. Weaver Boos conducted a subsequent groundwater sampling event in September 2007 to evaluate any residual effect the pilot study may have had on the chlorinated solvents historically detected at the Site. Copies of both the pilot study and confirmatory groundwater sampling event reports are included in Appendix K. Phase I ESA and Phase II ESA of the Former AEP Substation by Hull and J&L In anticipation of a donation of land to the City, Hull completed a Phase I ESA of a small parcel in the north central portion of the Site that was formerly owned by Indiana & Michigan Electric HULL & ASSOCIATES, INC. 20 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Company (an affiliate of American Electric Power (AEP)). A copy of the March 2007 Phase I ESA is included in Appendix L. CERCLA Removal Action at South Bend Lathe Site by WESTON and U.S. EPA During June through August 2007, U.S. EPA and the WESTON START mobilized to the South Bend Lathe portion of the Site to complete a time-critical removal action at the Site. The team and its Emergency and Rapid Response Services contractor, Environmental Quality Management, removed and arranged for the transportation and disposal of over 75,000 kilograms (kg) of liquid PCBs; 1,155 gallons of PCB-contaminated liquid; 25 kg of PCB- contaminated debris, 30 cubic yards of asbestos-containing materials; 1,300 gallons of waste flammable liquid, 1,105 gallons of waste paint-related material, 740 gallons of non-DOT/non- RCRA hazardous liquid, 50 pounds of aerosols; 75 cubic yards of oil-contaminated soil, and one gallon of elemental mercury. These activities are documented in the final report included in Appendix M. Studebaker Area A Demolition – Phase III by J&L Management Between March 6, 2008 and August 6, 2009, J&L, as the General Contractor, conducted demolition and site restoration activities. In accordance with the project bid specifications, J&L was responsible for the cleaning, screening, remediation, recycling, and removal of all environmental conditions and any associated impacted soil within the demolition limits. With the exception of a UST closure report (discussed further below), no summary report was prepared. However, Appendix N contains three Site plans showing the locations where samples were collected; laboratory analytical reports (including all applicable Level IV data quality packages); and the aforementioned UST closure report. The following conditions were identified during the course of the demolition which may have impacted the underlying soil: 1. Seven USTs located at the locations shown on the three Site plans included at the beginning of Appendix N; 2. A small area of buried slag and debris as shown on first of the three Site plans included in Appendix N; and 3. The aforementioned former AEP substation shown on the first of the three Site plans included in Appendix N near survey points 315, 316, and 317 (the substation had been removed by AEP prior to the demolition project). HULL & ASSOCIATES, INC. 21 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 To fulfill the project specifications, J&L was required to collect soil samples from beneath all three of these areas and have each sample analyzed for the appropriate parameters (including VOCs, SVOCs, metals, TPH, and/or PCBs). Also, J&L was required to collect one soil sample per ¼-acre from soil not located beneath a known environmental condition (such as a UST). Each of these Site-wide confirmatory samples was analyzed for VOCs, SVOCs, TPH, arsenic, barium, cadmium, chromium, selenium, silver, mercury, and lead. The main objective was to determine any potential end-use restrictions for the soil should it later be excavated and reused as backfill or stockpiled. The secondary objective was to provide the City with Site characterization information for the VRP. Accordingly, J&L was responsible for complying with VRP requirements associated with sampling and laboratory QA/QC. J&L subcontracted with Amereco to complete the soil sampling and testing. Each sample point was subsequently surveyed by Wightman Petrie. The survey coordinates for each sampling point are provided in the first of the three Site plans included in Appendix N. Based on the laboratory reports documenting analyses of the various sampling events completed by Amereco, the COC concentrations in the soil samples were below 1996 VRP Tier II Nonresidential cleanup criteria. As stated previously, the UST closure report documenting the removal of seven USTs is also included in Appendix N. The USTs were discovered during demolition, categorized as unregulated by Amereco, and subsequently removed during demolition efforts. The UST closure report indicates that there were analytical indications of releases in the soil samples collected from all seven UST excavations. COCs detected included benzene, several SVOCs, acetone, PCE, lead, TPH, and/or PCBs. Based on these results, multiple releases are present, albeit at low concentrations in most cases. Former Studebaker Foundry Reservoir Characterization by Weaver Boos During February and March 2010, Weaver Boos was retained by the City to characterize soils in the southwestern portion of the Site, in the vicinity of a former detention pond southwest of the former Studebaker Foundry (formerly and most recently occupied by Underground Pipe & Valve (UP&V)). The characterization was conducted in light of the fact that several RECs were identified in Hull’s January 2001 Phase I ESA in this portion of the Site, and in preparation for a road construction and drainage improvement project slated for Cotter Street, which runs west to east south of the former Foundry/UP&V portion of the Site. Accordingly, Weaver Boos was HULL & ASSOCIATES, INC. 22 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 retained to install test pits and soil borings to characterize the nature and extent of the detention pond. Although a substantial volume of household waste material was encountered, and COCs such as arsenic, lead, and SVOCs were detected, all data collected during this assessment suggested no COCs exceeding 1996 VRP Tier II Nonresidential Cleanup Goals existed in this portion of the Site. A copy of the Weaver Boos report documenting this assessment is included in Appendix O. This portion of the Site has since been re-graded into a larger detention pond structure suitable to handle storm water runoff from the Site and from Cotter Street and Prairie Avenue. Additional Soil Assessment at Former Huckins & South Bend Lathe Parcels by Hull During August 2010, Hull was retained by the City to further evaluate soils at the former Huckins Tool & Die and South Bend Lathe portions of the Site, specifically in areas where petroleum impacts were noted during UST closure and demolition activities as part of Phase III Demolition. To briefly summarize this investigation, petroleum hydrocarbons (as TPH) were identified in soils but not at concentrations that would likely require additional assessment or remediation. A copy of Hull’s report documenting this assessment is included as Appendix P. ARRA-Funded Soils Remediation by Hull Following an award of additional grant funds infused into the City’s U.S. EPA Brownfield Cleanup Revolving Loan Fund through the 2009 American Recovery and Reinvestment Act, Hull and the City identified certain areas within the Site that would likely benefit from relatively limited “hot-spot” remediation by excavation and off-Site disposal. From October through December 2010, Hull coordinated the excavation, disposal, and confirmatory sampling of soils where lead and SVOC-impacted soils had been identified (in the northeast portion of the Site near former residences and a former rail spur); where SVOC-impacted soils had been identified (in the southeast portion of the Site near a former rail spur); and where VOC- and TPH- impacted soils had been identified (near the former four 4,000-gallon USTs in the southwest portion of former Building 86). A copy of Hull’s January 2011 report documenting the remedial efforts is included in Appendix Q. Studebaker Area A Demolition – Phase IV by Weaver Boos From January 2011 through February 2012, Weaver Boos was retained by the City to oversee the sampling, characterization, and proper removal and disposal of any materials impacted by HULL & ASSOCIATES, INC. 23 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 hazardous substances or petroleum encountered during the course of demolition of the former Studebaker Foundry (the former UP&V facility) and the former Studebaker Engineering Building. All site activities and materials removed and properly disposed from the former Studebaker Foundry portion of the Site are documented in IDEM’s VFC as Document Numbers 65840785 and 65539378. Documentation (i.e., maps; laboratory reports; and a summary table) for two additional USTs closed by Weaver Boos from beneath the footprint of the former Studebaker Engineering Building (Building 92) is included in Appendix R. Additional Phase II ESA by Hull Following receipt and evaluation of the Phase IV Demolition data collected by Weaver Boos, and in light of the fact that all previously-installed monitoring wells had been destroyed during the various stages of demolition at the Site, Hull was retained by the City to evaluate the concentrations of COCs in groundwater on-Site, and to evaluate the concentrations of COCs in soil gas on- and off-Site. This phase of assessment was completed in several stages as discussed below. Because of the relatively long period of time that had passed, and in consideration of the accumulation of additional data on the distribution of COCs in soil across the Site, since groundwater was last sampled at the Site, Hull recommended the installation of temporary groundwater sampling points across the Site. The primary objective of this temporary sampling event was to cost-effectively define the distribution of COCs in groundwater prior to installing a network of monitoring wells at the Site. Prior to the commencement of any field sampling activities, because the Site is a large open parcel of land (with some road and infrastructure construction occurring generally in the southern third of the Site) with few remaining points of reference, Hull obtained coordinates of prior or known existing locations where soil and/or groundwater impacts had been identified during the assessment or remedial activities described above. These coordinates were then provided to Wightman-Petrie, who in turn surveyed and staked all requested points. The temporary sampling points are shown on Figure 5. From April 17 through April 24, 2012, Hull directed its drilling subcontractor, D&T Drilling Company of Osceola, IN (D&T), to install temporary sampling points using direct-push HULL & ASSOCIATES, INC. 24 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 technologies (e.g., a ST-15 Hydropunch) to a shallow depth (i.e., 26 to 30 feet below ground surface (bgs)), an intermediate depth of approximately 35 to 39 feet bgs, and a deeper depth of approximately 45 to 49 feet bgs at each of fourteen (14) locations. At eight (8) additional locations, temporary screens were advanced to the shallow and intermediate depths only. The locations may have been adjusted slightly in the field based on field observations such as utility locations, etc. At each location where groundwater sampling was conducted, the borehole was initially advanced to the deeper depth (i.e., between approximately 45 and 49 feet bgs), at which point the outer casing of the sampling system was withdrawn to expose a four foot long stainless steel wire wrapped screen. Once the screen was exposed, Hull measured the static water level and lowered a decontaminated Waterra foot-valve sampling pump to purge the equivalent of five well volumes of water to develop the aquifer surrounding the screen. Following extraction of each well volume, Hull measured pH, temperature and conductivity to demonstrate that representative groundwater was being sampled. After development, the temporary well was allowed rest for approximately 20 minutes prior to sample collection. Following purging, Hull collected groundwater samples that were pumped through tubing with a bladder pump at a flow rate of less than 100 ml/min. Samples were transferred directly into laboratory-preserved sample containers and placed on ice in a cooler. Following collection of each sample, Hull retrieved and decontaminated the Waterra foot-valve pump and bladder pump by washing it with Alconox and water and rinsing it with deionized water. In addition, the sample tubing was replaced between each sampling interval. The groundwater samples in the shallow and intermediate portions of the aquifer were collected by installing the screen to the appropriate depth and purging and collecting a groundwater sample as described above. The process for purging and collecting the shallow and intermediate groundwater samples were completed as described above. Between each of the sampling locations, the drilling rods and well screen were decontaminated by washing with Alconox and water solution and rinsing with deionized water. Samples were then submitted to Pace Analytical Laboratories in Indianapolis, Indiana (Pace) for analyses based on the COCs identified at each location. Samples were analyzed for varied combinations of VOCs in accordance with EPA Method 8260; SVOCs in accordance with EPA HULL & ASSOCIATES, INC. 25 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Method 8270/8270 SIM; total RCRA metals in accordance with EPA Method 6010/7470; dissolved RCRA metals in accordance with EPA Method 6010/7470; and/or PCBs in accordance with EPA Method 8082. Laboratory analytical results of concentrations of VOCs in groundwater collected from the temporary sampling points are summarized in Table 2. Laboratory analytical results of concentrations of metals, PCBs, and SVOCs in groundwater collected from the temporary sampling points are summarized in Table 3. Copies of the laboratory analytical reports are included in Appendix S. Laboratory results from the temporary groundwater sampling event are shown on Figures 5 (VOCs) and 6 (metals, PCBs, and SVOCs). In general, the plume of chlorinated VOCs previously identified by prior assessment activities is still apparent from the southwest corner to the northeast corner of the Site (near the intersection of Franklin and Sample Streets). The distribution of chlorinated VOCs observed in the temporary sampling event served as the basis for the installation of a permanent monitoring well network as discussed below. Limited concentrations of the SVOC benzo(a)anthracene and total (i.e., from unfiltered samples) arsenic and lead were detected. PCBs were not detected in groundwater at any location. Additional assessment of metals, SVOCs or PCBs did not factor into the design of the permanent monitoring well network discussed below. Based on the results of the temporary sampling event, a network of permanent monitoring wells was designed to evaluate the distribution of chlorinated VOCs in groundwater underlying the Site. In consideration of future redevelopment plans for the planned Ignition Park, Hull was required to place the permanent monitoring wells within planned future rights-of-way. The locations of the permanent monitoring wells are shown on Figure 7, and generally follow the pattern of chlorinated VOCs observed in the temporary sampling event. From May 21, 2012 through May 31, 2012, eight nested sets of monitoring wells were installed at the Site by D&T under the direction of Hull. A qualified Hull employee observed the well installation and logged the deepest continuously-sampled well at each location. The nested wells were installed at a deep interval (roughly 40 to 50 feet below ground surface (bgs)); an intermediate interval (roughly 30 to 40 feet bgs); and a shallow interval (roughly 20 to 30 feet bgs) at each location. At certain locations, particularly those downgradient, where it was more appropriate to evaluate the upper portions of the saturated zone (because the potentially HULL & ASSOCIATES, INC. 26 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 complete vapor intrusion pathway is the primary driver of risk at the Site), only the installation of wells to the shallow and intermediate intervals was completed. Soil boring logs and monitoring well construction diagrams for the newly-installed permanent monitoring wells are included in Appendix A. Monitoring wells were constructed of Schedule 40 PVC slotted screens and risers. Once the targeted depth was reached, the well column was slowly lowered to the base of the borehole. A clean silica quartz sand filter pack was placed around the screen and extended no more than two feet above the top of the screen. Sodium bentonite chips or pellets were then placed on top of the sand pack. Above the chips or pellets, a thick bentonite slurry was pumped into the annular space using a tremie pipe to a depth of approximately three feet below ground surface. The remaining three feet were filled with concrete to anchor an above-ground (i.e., “stick-up”) protective casing. Monitoring wells were developed following installation to remove fines that may have entered the well screen or filter pack during installation. Well development activities continued until pH, temperature, and conductivity stabilized for three consecutive well volumes, or until five well volumes were removed, whichever was greater. Development waters were collected and stored in a DOT approved 55-gallon drum. Following installation, the ground elevation, top-of- casing elevation, and coordinates of each monitoring well were surveyed by Wightman Petrie. Based on the detection of chlorinated VOCs in groundwater at the downgradient Site perimeter (i.e., near the intersection of Franklin and Sample Streets) at concentrations exceeding groundwater to indoor air screening levels, and under the assumption that the groundwater to indoor air exposure pathway will likely drive any remedial and/or monitoring approach recommended in the forthcoming RWP for the Site, Hull recommended sampling soil gas from the vadose zone along the rights-of-way of Sample and Franklin Streets to evaluate whether any existing or future groundwater to indoor air exposure pathway is potentially complete. The soil gas sampling point installation was conducted using a direct push drilling unit (i.e., Geoprobe™ unit) by D&T, under the supervision of Hull. Soil borings were logged continuously to a depth of approximately 14 feet at each location and screened with a photoionization detector (PID) during installation. Soil cuttings, acetate liners, gloves, etc. were containerized in a drum onsite. HULL & ASSOCIATES, INC. 27 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 After logging, a small diameter stainless steel screen of approximately 12 inches in length, connected to a piece of flexible tubing of sufficient length to extend above ground surface and allow for sample collection, was emplaced in the borehole. The borehole surrounding the screen was filled with appropriately sized sand pack to a depth of six to 12 inches above the top of the screen. A hydrated bentonite seal was placed above the sand pack. A second shallow sampling point was similarly installed to a depth of approximately eight feet at each sampling location. The locations were sampled concurrently with the newly-installed monitoring wells as discussed below. Groundwater samples were then collected from all newly installed monitoring wells and submitted to the laboratory for VOC analyses in accordance with U.S. EPA Method 8260. Prior to sampling, the monitoring wells were purged until pH, temperature, and conductivity measurements stabilized, or until three well volumes were removed, whichever was greater. Following purging, groundwater was collected using low-flow methods and transferred to laboratory-preserved sample containers at rate of less than 100 ml/min and placed on ice in a cooler. Duplicate samples were collected at randomly selected monitoring well locations. Field/equipment blanks were also collected and submitted along with a trip blank for analysis as part of QA/QC of field procedures. Purge and decontamination waters were collected and stored in U.S. DOT-approved 55-gallon drums. Approximately 24 to 48 hours following installation of the soil vapor probes, each sampling port was purged in accordance with IDEM’s Remediation Closure Guide, and a sample was collected via vacuum through a time-weighted flow regulator into a 6-L stainless steel Summa canister. One duplicate was also collected. The sealed soil gas samples were analyzed for volatile organic compounds (VOCs) by EPA Method TO-15. All soil cuttings, purge water, and development water generated during the temporary and permanent drilling activities were appropriately disposed of following receipt of a “contained-in” determination letter from IDEM dated July 17, 2012. HULL & ASSOCIATES, INC. 28 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Laboratory analytical results of the groundwater samples collected from the permanent monitoring wells are presented in Table 4 and detections are summarized on Figure 7. Groundwater elevation data, including top-of-casing elevations of the newly-installed monitoring wells are presented in Table 5. The piezometric surfaces as measured in the shallow and intermediate monitoring wells on June 5, 2012 are shown on Figures 8 and 9, respectively. Laboratory analytical reports for all permanent monitoring well and soil gas sampling events are included in Appendix T. Results of the groundwater and soil gas sampling conducted to that point were then discussed at a July 12, 2012 meeting between the City, the City’s outside counsel, IDEM, and Hull. Upon consideration of the distribution of VOCs in groundwater and soil gas at that meeting, it was agreed that additional off-Site assessment of potentially complete exposure pathways would be completed immediately. Accordingly, Hull installed four additional nested soil gas sampling points north of the St. Joseph County Jail, within City right-of-way west of Lafayette Street along an access road to a City garage, at the locations shown on Figure 10. The installation procedures for these nested soil gas sampling points were identical to those described above for the on-Site soil gas sampling points. The results of the on- and off-site soil gas sampling event are presented in Table 6. Note that results are compared to IDEM RCG screening levels for a residential indoor air exposure, adjusted by a 0.01 attenuation factor to account for the fact that soil gas was sampled. Soil gas sample results that exceed the adjusted residential screening levels are shown on Figure 10. Due to the compressed timeline to complete the off-Site soil gas assessment, access to the County’s property (i.e., the jail) south of the jail could not be gained. However, the City is aware of the construction and configuration of the jail’s HVAC system and is in the process of securing documentation that the HVAC system is a positive-pressure configuration that would preclude the migration of vapors into indoor air within the jail. This documentation will be provided to IDEM as soon as it is received. Additionally, the City agreed to evaluate the potential use of groundwater upgradient (i.e., southwest) of the Site. A water well search of Indiana Department of Natural Resources (IDNR) well records was conducted of the corridor along Indiana Avenue south and southwest of the Site, and the surrounding ¼-mile of this corridor. No record of known wells was found. Further, HULL & ASSOCIATES, INC. 29 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Hull was provided with a record of City water service within this corridor from the City’s Geographic Information System. Although many of the homes and small businesses have been demolished, several remain. Hull verified that those remaining residences and businesses have active City water service accounts. Hull also conducted a walking survey of the remaining properties and did not note any evidence of any type of small domestic well that may be used for gardening or similar activities. Documentation of the off-Site research is included in Appendix U. 2.2.2 Ecological Assessment Results The Site is located within the City of South Bend corporate limits in an urban (commercialized and residential) area. The stormwater runoff over the Site is largely controlled by the Site’s internal drainage system. Stormwater collected by this system is then diverted to the City’s combined sanitary and storm sewer system. The nearest surface water body is the St. Joseph River, which is located approximately 1.5 miles northeast of the Site. Based on relatively low concentrations of COCs in Site surface soils and the distance to which COCs in groundwater must travel before discharging (i.e., the St. Joseph River), potential threats to terrestrial and aquatic wildlife are limited. There are no wetland areas, riparian areas, or other environmentally sensitive areas on, or adjacent to the Site. The locations of floodplain and wetland areas are described and mapped in the Phase I ESA Report. There does not appear to be threat to the local wildlife or potential endangered species. 2.2.3 Baseline Hydrogeological Assessment Results Based on the geologic information collected from the continuously sampled soil borings and monitoring wells during the Initial Phase II ESA, the Site is underlain by brown fine to medium sand with traces of silt and clay. The geologic conditions are illustrated on the generalized geologic cross sections A-A’, B-B’, C-C’ D-D’ shown on Figure 10, 11, 12, and 13, respectively, in the Initial Phase II ESA Report. Detailed descriptions of the unconsolidated materials encountered at each location are included on the Soil borings logs provided in Appendix A in the Initial Phase II ESA Report. As shown on the geologic cross-sections and described on the soil boring/monitoring well logs, the vadose zone ranges in thickness from approximately 20 to 27 ft. Soil samples collected HULL & ASSOCIATES, INC. 30 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 from this zone were described in the field as predominantly brown fine to medium sand with a trace of gravel and fines (silt and clay). Soil samples submitted to the geotechnical laboratory for grain-size distribution analysis indicate that materials in this zone are primarily classified as SP in accordance with Unified Soil Classification System (USCS), and are described as brown poorly sorted sands with trace to some gravel and trace to little fines. Selected samples were also submitted to the analytical laboratory for total organic carbon (TOC) analysis – Walkley Black Method. The results of this analysis indicate that the TOC in vadose zone ranges from 0.036% to 0.18% with an average of 0.072%. This range and average appears to be typical of soil types encountered at the Site. The unconsolidated aquifer ranges in thickness from approximately 40 ft. to greater than 100 ft. As with the vadose zone, the aquifer material was described in the field as predominantly a brown fine to medium sand with secondary percentage gravel and fines. The aquifer was also noted to contain relatively thin layers of sand and gravel and silty sand. These zones were determined to be isolated based on the fact that they were typically not encountered in adjacent soil borings/monitoring wells. These units are considered minor in terms of the overall hydraulics of the aquifer system. Beneath the aquifer, a lower confining layer was encountered at all locations, except HMW-22D and HMW-28D. Where present, the layer was described in the field as either a very dense, damp, silt or a hard, damp, silty clay. As shown on Figure 14 in the Initial Phase II ESA Report, the top of this unit was encountered at elevations ranging from 631.1 ft. (USGS) at HMW-32D to 678.3 ft. at HMW-21D. Review of the Figure 14 in the Initial Phase II ESA Report suggests that this surface is likely an erosional surface that was created by fluvial activities prior to the depositional of the unconsolidated aquifer. Extremely fast recovery rates limited the ability of field personnel to conduct slug tests within monitoring wells. Published hydraulic conductivity values from laboratory analyses indicate a range of conductivity values from 10-3 to 10-4 cm/sec for well-sorted sands/glacial outwash (Fetter, 1994). Single well pumping tests may need to be completed to further characterize the hydraulic conductivity of the aquifer. HULL & ASSOCIATES, INC. 31 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Static water levels from selected monitoring wells were used to evaluate the groundwater flow conditions in the upper and lower portions of the unconsolidated aquifer. These water levels were collected prior to groundwater sampling event. As shown on Figures 15 and 16 contained in the Initial Phase II ESA Report, groundwater flow in upper and lower portions of the aquifer is to the northeast at a hydraulic gradient of 0.0007 ft/ft. The highly variable nature of the lower confining units does not appear to significantly affect the groundwater flow regime in the lower portion of the aquifer. HULL & ASSOCIATES, INC. 32 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 3.0 ADDITIONAL ASSESSMENT PLAN 3.1 Additional Off-Site Field Investigation Additional off-Site downgradient delineation of the distribution of chlorinated VOCs is necessary. The City proposes to conduct a groundwater characterization strategy similar to that employed during the most recent groundwater characterization: temporary sampling followed by installation of permanent monitoring wells. As presented above, and consistent with IDEM’s RCG, because the potentially complete groundwater to indoor air exposure pathway will likely ultimately dictate the remedy selected for the Site, sampling of only the uppermost saturated zone will be required. In general the scope of work will be conducted as follows: 1. Installation of four to eight pairs (installed in an iterative process as discussed below) of shallow temporary groundwater sampling points within the ROW in the commercial/industrial areas north of the Site; 2. Collection of groundwater samples from the temporary groundwater sampling points for the analysis of VOCs by U.S. EPA Method 8260; 3. Following receipt of the results of laboratory analyses of the groundwater samples collected from the temporary sampling points, and upon confirmation that the downgradient distribution of chlorinated VOCs has been defined, installation of nested pairs of monitoring wells located within the commercial/industrial areas; and 4. Collection of groundwater samples from the permanent nested monitoring wells and submittal for laboratory analyses of VOCs in accordance with U.S. EPA Method 8260. Temporary groundwater sampling will be conducted within City rights-of-way along the axis of the known plume, generally between the northeast corner of the Site (i.e., at the intersection of Sample and Lafayette Streets) and the location of the library north-northeast of the Site as shown on Figure 1. Temporary sampling will be conducted as described above in the most recent groundwater sampling event; laboratory analytical results will be requested within 24-48 hours of collection to allow for timely decisions on the necessity of installing additional temporary sampling points further downgradient. Once the downgradient extent of chlorinated VOCs has been defined, permanent monitoring wells will be installed at or in the immediate vicinity of the temporary sampling points. Although it is acknowledged that the downgradient sampling location proposed is relatively large and vague, Hull and the City’s Redevelopment Commission have experience (at the nearby HULL & ASSOCIATES, INC. 33 SEPTEMBER 2012 INDIANAPOLIS, INDIANA SBI068.400.0003 Oliver site) working with the City’s Board of Public Works to determine rights-of-way that are favorable (in terms of access, traffic patterns, and other similar characteristics) for installation of temporary and permanent sampling points. Once the downgradient extent of chlorinated VOCs is defined through sampling of a permanent monitoring well network, the City will evaluate the necessity to conduct vapor intrusion sampling (to include exterior soil gas, sub-slab, or indoor air sampling) and complete said sampling as appropriate and feasible. 3.2 Schedule As agreed to in correspondence dated August 1, 2012 from the City, a final RWP will be submitted to the City by January 15, 2013, subject to a reasonably timely review of this Summary and agreement from IDEM on the approach to complete off-Site downgradient delineation of chlorinated VOCs. Based on this assumption, it is estimated that temporary sampling can be scheduled in early October 2012. Temporary sampling can feasibly be completed within one to two weeks. Installation of permanent monitoring wells can be completed within another one to two weeks. Assuming that concentrations of chlorinated VOCs downgradient of the Site have attenuated sufficiently such that off-Site vapor sampling will not be required, it is reasonable to assume that all field work and data collection can be completed by the end of November 2012. Given these assumptions, the City maintains that a January 15, 2013 deadline to propose a final RWP is reasonable and attainable. TABLES COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FORMER STUDEBAKER SITE VRP SITE #6020803 CITY OF SOUTH BEND, INDIANA TABLE 1 SAMPLE NAMES, LOCATIONS, AND SURVEY POINTS FOR STUDEBAKER STAMPING PLANT DEMOLITION PHASE 1 Laboratory Report Date Laboratory Report File Name Amereco Sample # Survey Point # Additional Notation 11/13/2006 06090249 (Amereco)-Level 4 86-10 5368 2nd description not listed 11/13/2006 06090249 (Amereco)-Level 4 86-10 5368 12/4/2006 06080217 (Amereco)-Level 4 86WRR001 5445 soil sample 86wrr01 12/4/2006 06080217 (Amereco)-Level 4 86WRR002 5446 soil sample 86wrr01 12/4/2006 06080217 (Amereco)-Level 4 86WRR003 5447 soil sample 86wrr01 12/4/2006 06080217 (Amereco)-Level 4 86WRR004 5449 soil sample 86wrr01 12/4/2006 06080217 (Amereco)-Level 4 86WRR005 5450 soil sample 86wrr01 1/8/2007 06050815 (Amereco)-Level 4 01-A 5185 soil sample 1a 1/8/2007 06050815 (Amereco)-Level 4 01-A 1/8/2007 06050815 (Amereco)-Level 4 01-B 5186 soil sample 1b 1/8/2007 06050815 (Amereco)-Level 4 01-B 1/8/2007 06050815 (Amereco)-Level 4 01-C 5187 soil sample 1c 1/8/2007 06050815 (Amereco)-Level 4 01-C 1/8/2007 06050815 (Amereco)-Level 4 01-D 5188 soil sample 1d 1/8/2007 06050815 (Amereco)-Level 4 01-D 1/8/2007 06050815 (Amereco)-Level 4 01-E 5189 soil sample 1e 1/8/2007 06050815 (Amereco)-Level 4 01-E 1/9/2007 06060435 (Amereco)-Level 4 86-01 5369 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-02 5362 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-02 1/9/2007 06060435 (Amereco)-Level 4 86-03 5361 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-03 1/9/2007 06060435 (Amereco)-Level 4 86-04 5360 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-04 1/9/2007 06060435 (Amereco)-Level 4 86-05 5363 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-05 1/9/2007 06060435 (Amereco)-Level 4 86-06 5364 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-06 1/9/2007 06060435 (Amereco)-Level 4 86-07 5365 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-07 1/9/2007 06060435 (Amereco)-Level 4 86-08 5366 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-08 1/9/2007 06060435 (Amereco)-Level 4 86-09 5367 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-09 1/9/2007 06060435 (Amereco)-Level 4 86-10 5368 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-10 1/9/2007 06060435 (Amereco)-Level 4 86-11 5359 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-11 1/9/2007 06060435 (Amereco)-Level 4 86-12 5358 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-12 1/9/2007 06060435 (Amereco)-Level 4 86-13 5357 soil sample 86-01 1/9/2007 06060435 (Amereco)-Level 4 86-13 3/23/2007 06080577 (Amereco)-Level IV 80WRR001 5471 soil sample 80wrr01 3/23/2007 06080577 (Amereco)-Level IV 80WRR002 5470 soil sample 80wrr02 3/23/2007 06080577 (Amereco)-Level IV 80WRR003 5469 soil sample 80wrr03 3/26/2007 06110147 (Amereco)-Level 4 BS-01 5772 soil sample bs-01 5/7/2007 H9-27-STAT-07040733-Level 4 H9-27 9168 soil sample h9-27 5/7/2007 H9-27-STAT-07040733-Level 4 H9-28 9167 soil sample h9-28 5/7/2007 H9-27-STAT-07040733-Level 4 H9-29 9166 soil sample h9-29 5/7/2007 H9-27-STAT-07040733-Level 4 H10-30 9169 soil sample h9-30 5/7/2007 H9-27-STAT-07040733-Level 4 H10-31 9170 soil sample h9-31 5/7/2007 H9-27-STAT-07040733-Level 4 H10-32 9171 soil sample h9-32 HULL & ASSOCIATES, INC. INDIANAPOLIS, INDIANA 1 OF 4 SEPTEMBER 2012 SBI068.400.0006.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FORMER STUDEBAKER SITE VRP SITE #6020803 CITY OF SOUTH BEND, INDIANA TABLE 1 SAMPLE NAMES, LOCATIONS, AND SURVEY POINTS FOR STUDEBAKER STAMPING PLANT DEMOLITION PHASE 1 Laboratory Report Date Laboratory Report File Name Amereco Sample # Survey Point # Additional Notation 5/7/2007 H9-27-STAT-07040733-Level 4 H11-33 9182 soil sample h9-33 5/7/2007 H9-27-STAT-07040733-Level 4 H11-34 9181 soil sample h9-34 5/7/2007 H9-27-STAT-07040733-Level 4 H11-35 9180 soil sample h9-35 5/7/2007 H9-27-STAT-07040733-Level 4 H11-36 9180 soil sample h9-36 5/7/2007 H9-27-STAT-07040733-Level 4 78RR-01 9500 soil sample 78rr-01 5/7/2007 H9-27-STAT-07040733-Level 4 78RR-02 9501 soil sample 78rr-02 5/7/2007 H9-27-STAT-07040733-Level 4 78RR-03 9502 soil sample 78rr-03 5/7/2007 House-Lead-STAT-07040732 H1-01 9062 soil samples h1-01 5/7/2007 House-Lead-STAT-07040732 H1-02 9061 soil samples h1-02 5/7/2007 House-Lead-STAT-07040732 H1-03 9060 soil samples h1-03 5/7/2007 House-Lead-STAT-07040732 H2-04 9063 soil samples h1-04 5/7/2007 House-Lead-STAT-07040732 H2-05 9064 soil samples h1-05 5/7/2007 House-Lead-STAT-07040732 H2-06 9065 soil samples h1-06 5/7/2007 House-Lead-STAT-07040732 H3-07 9077 soil samples h1-07 5/7/2007 House-Lead-STAT-07040732 H3-08 9079 soil samples h1-08 5/7/2007 House-Lead-STAT-07040732 H3-09 9078 soil samples h1-09 5/7/2007 House-Lead-STAT-07040732 H3-010 9078 soil samples h1-10 5/7/2007 House-Lead-STAT-07040732 H4-011 9081 soil samples h1-11 5/7/2007 House-Lead-STAT-07040732 H4-012 9082 soil samples h1-12 5/7/2007 House-Lead-STAT-07040732 H4-013 9080 soil samples h1-13 5/7/2007 House-Lead-STAT-07040732 H5-014 9092 soil samples h1-14 5/7/2007 House-Lead-STAT-07040732 H5-015 9091 soil samples h1-15 5/7/2007 House-Lead-STAT-07040732 H6-016 9093 soil samples h1-16 5/7/2007 House-Lead-STAT-07040732 H6-017 9127 soil samples h1-17 5/7/2007 House-Lead-STAT-07040732 H6-018 9126 soil samples h1-18 5/7/2007 House-Lead-STAT-07040732 H6-019 9128 soil samples h1-19 5/7/2007 House-Lead-STAT-07040732 H7-020 9115 soil samples h1-20 5/7/2007 House-Lead-STAT-07040732 H7-021 9116 soil samples h1-21 5/7/2007 House-Lead-STAT-07040732 H7-022 9117 soil samples h1-22 5/7/2007 House-Lead-STAT-07040732 H8-023 9114 soil samples h1-23 5/7/2007 House-Lead-STAT-07040732 H8-024 9113 soil samples h1-24 5/7/2007 House-Lead-STAT-07040732 H8-025 9112 soil samples h1-25 5/7/2007 House-Lead-STAT-07040732 H8-026 9112 soil samples h1-26 5/7/2007 House-Lead-STAT-07040732 78TA-001 9136 soil samples 78ta-01/02 5/7/2007 House-Lead-STAT-07040732 78TA-002 9136 soil samples 78ta-01/02 5/7/2007 House-Lead-STAT-07040732 78TA-003 9135 soil samples 78ta-03 5/7/2007 House-Lead-STAT-07040732 78TA-004 9153 soil samples 78ta-04 5/7/2007 House-Lead-STAT-07040732 78TA-005 9130 soil samples 78ta-05 5/7/2007 House-Lead-STAT-07040732 78TA-006 9129 soil samples 78ta-06 5/7/2007 House-Lead-STAT-07040732 78TA-007 9133 soil samples 78ta-07 5/7/2007 House-Lead-STAT-07040732 78TA-008 9131 soil samples 78ta-08 5/7/2007 House-Lead-STAT-07040732 78TA-009 9132 soil samples 78ta-09 5/7/2007 House-Lead-STAT-07040732 78TA-010 9134 soil samples 78ta-10 5/18/2007 06080575 (Amereco)-Level 4 86-06 5364 2nd description not listed 5/18/2007 06080575 (Amereco)-Level 4 86-07 5365 2nd description not listed 5/18/2007 06080575 (Amereco)-Level 4 86-08 5366 2nd description not listed 5/18/2007 06080575 (Amereco)-Level 4 86-09 5367 2nd description not listed 5/18/2007 06080575 (Amereco)-Level 4 86-10 5368 2nd description not listed 5/18/2007 06080575 (Amereco)-Level 4 86-13 5357 2nd description not listed 5/18/2007 06080575 (Amereco)-Level 4 86-14 5467 soil sample 86-14 5/18/2007 06080575 (Amereco)-Level 4 86-15 5468 soil sample 86-15 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-01 5242 soil sample s01 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-02 5241 soil sample s02 HULL & ASSOCIATES, INC. INDIANAPOLIS, INDIANA 2 OF 4 SEPTEMBER 2012 SBI068.400.0006.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FORMER STUDEBAKER SITE VRP SITE #6020803 CITY OF SOUTH BEND, INDIANA TABLE 1 SAMPLE NAMES, LOCATIONS, AND SURVEY POINTS FOR STUDEBAKER STAMPING PLANT DEMOLITION PHASE 1 Laboratory Report Date Laboratory Report File Name Amereco Sample # Survey Point # Additional Notation 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-03 5243 soil sample s03 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-04 5240 soil sample s04 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-05 5244 soil sample s05 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-06 5238 soil sample s06 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-07 5237 soil sample s07 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-08 5239 soil sample s08 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-09 5236 soil sample s09 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-10 5251 soil sample s10 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-11 5257 soil sample s11 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-12 5252 soil sample s12 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-13 5255 soil sample s13 6/1/2007 UST NW Building 86-STAT-06110311-Level 4 S-14 5254 soil sample s14 6/18/2007 79CT-STAT-07010615- Level 4 79CT01 6270 soil sample s-79ct01 6/18/2007 79CT-STAT-07010615- Level 4 79CT02 6271 soil sample s-79ct02 6/18/2007 79CT-STAT-07010615- Level 4 79CT03 6272 soil sample s-79ct03 6/18/2007 80IRR-STAT-0701616-Level 4 80IRR01 6273 soil sample s-80i rr 01 6/18/2007 80IRR-STAT-0701616-Level 4 80IRR02 6274 soil sample s-80i rr 02 6/18/2007 80IRR-STAT-0701616-Level 4 80IRR03 6275 soil sample s-80i rr 03/04 6/18/2007 80IRR-STAT-0701616-Level 4 80IRR04 6275 soil sample s-80i rr 03/04 6/18/2007 06100508 (Amereco)-Level 4 1019068613 5357 2nd description not listed 6/18/2007 06100508 (Amereco)-Level 4 1019068613 5357 6/18/2007 06100508 (Amereco)-Level 4 1019068615 5468 2nd description not listed 6/19/2007 80P-STAT-07020136-Level 4 80P02 6367 soil sample 80p02 6/19/2007 80P-STAT-07020136-Level 4 80P03 6387 soil sample 80p03 6/19/2007 80P-STAT-07020136-Level 4 80P04 6372 soil sample 80p04 6/19/2007 80P-STAT-07020136-Level 4 80P05 6377 soil sample 80p05 6/19/2007 80P-STAT-07020136-Level 4 80P06 6382 soil sample 80p06-07 6/19/2007 80P-STAT-07020136-Level 4 80P07 6382 soil sample 80p06-07 6/19/2007 80P-STAT-07020136-Level 4 830RR02 6389 soil sample 83orr02 6/19/2007 ACP10-STAT-07020024-Level 4 80P01 6293 soil sample 80p01 6/19/2007 ACP10-STAT-07020024-Level 4 83IRR01 6300 soil sample 83irr01 6/19/2007 ACP10-STAT-07020024-Level 4 83IRR02 6301 soil sample 83irr 02/03 6/19/2007 ACP10-STAT-07020024-Level 4 80V01 6292 soil sample 80v01 6/19/2007 ACP10-STAT-07020024-Level 4 83IRR03 6301 soil sample 83irr 02/03 6/30/2007 06110751 (Amereco)-Level 4 S001 6016 soil sample s-001 6/30/2007 06110751 (Amereco)-Level 4 S002 6017 soil sample s-002 6/30/2007 06110751 (Amereco)-Level 4 S003 6018 soil sample s-003 6/30/2007 06110751 (Amereco)-Level 4 S004 6034 soil sample s-004 6/30/2007 06110751 (Amereco)-Level 4 S005 6036 soil sample s-005 6/30/2007 06110751 (Amereco)-Level 4 S006 6037 soil sample s-006 6/30/2007 06110751 (Amereco)-Level 4 S010 5251 7/5/2007 71ET-STAT-07010320 (Amereco) Level 4 71ET01 6247 soil sample 71et01 7/5/2007 71ET-STAT-07010320 (Amereco) Level 4 71ET02 6248 soil sample 71et02 7/5/2007 71ET-STAT-07010320 (Amereco) Level 4 71ET03 6249 soil sample 71et01 7/5/2007 71ET-STAT-07010320 (Amereco) Level 4 71ET04 6249 soil sample 71et02 7/5/2007 71ET-STAT-07010320 (Amereco) Level 4 71ET05 6268 soil sample 71et01 7/5/2007 71ET-STAT-07010320 (Amereco) Level 4 71ET06 6250 soil sample 71et02 7/5/2007 78-TRS-STAT-07050665 (Amereco) Level 4 78-TRS-01S 10774 sb/t8trs-01s 7/5/2007 78-TRS-STAT-07050665 (Amereco) Level 4 78-TRS-02S 10775 sb/t8trs-02s 7/5/2007 78-TRS-STAT-07050665 (Amereco) Level 4 78-TRS-03S 10776 sb/t8trs-03s&4s 7/5/2007 78-TRS-STAT-07050665 (Amereco) Level 4 78-TRS-04S 10776 sb/t8trs-03s&4s 7/9/2007 OS-001C-06120562-Level 4 OS-001C 10731 sb/os001c 7/26/2007 H9-27-STAT-07040733-Level 4 H9-27 9168 soil sample h9-27 HULL & ASSOCIATES, INC. INDIANAPOLIS, INDIANA 3 OF 4 SEPTEMBER 2012 SBI068.400.0006.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FORMER STUDEBAKER SITE VRP SITE #6020803 CITY OF SOUTH BEND, INDIANA TABLE 1 SAMPLE NAMES, LOCATIONS, AND SURVEY POINTS FOR STUDEBAKER STAMPING PLANT DEMOLITION PHASE 1 Laboratory Report Date Laboratory Report File Name Amereco Sample # Survey Point # Additional Notation 7/26/2007 H9-27-STAT-07040733-Level 4 H9-28 9167 soil sample h9-28 7/26/2007 H9-27-STAT-07040733-Level 4 H9-29 9166 soil sample h9-29 7/26/2007 H9-27-STAT-07040733-Level 4 H10-30 9169 soil sample h9-30 7/26/2007 H9-27-STAT-07040733-Level 4 H10-31 9170 soil sample h9-31 7/26/2007 H9-27-STAT-07040733-Level 4 H10-32 9171 soil sample h9-32 7/26/2007 H9-27-STAT-07040733-Level 4 H11-33 9182 soil sample h9-33 7/26/2007 H9-27-STAT-07040733-Level 4 H11-34 9181 soil sample h9-34 7/26/2007 H9-27-STAT-07040733-Level 4 H11-35 9180 soil sample h9-35 7/26/2007 H9-27-STAT-07040733-Level 4 H11-36 9180 soil sample h9-36 7/26/2007 H9-27-STAT-07040733-Level 4 78RR-01 9500 soil sample 78rr-01 7/26/2007 H9-27-STAT-07040733-Level 4 78RR-02 9501 soil sample 78rr-02 7/26/2007 H9-27-STAT-07040733-Level 4 78RR-03 9502 soil sample 78rr-03 8/1/2007 831RR-04STAT-07030534-Level 4 83IRR-04 7954 soil sample 83irr-04 8/1/2007 831RR-04STAT-07030534-Level 4 83IRR-05 7955 soil sample 83irr-05 8/1/2007 831RR-04STAT-07030534-Level 4 83ORR-03 7957 soil sample 83orr-03 8/1/2007 831RR-04STAT-07030534-Level 4 83ORR-04 7956 soil sample 83-orr-04 8/1/2007 831RR-04STAT-07030534-Level 4 80-P-08 7953 soil sample 80-p-8 8/1/2007 831RR-04STAT-07030534-Level 4 80-P-09 7952 soil sample 80-p-9/10 8/1/2007 831RR-04STAT-07030534-Level 4 80-P-10 7952 soil sample 80-p-9/10 8/1/2007 831RR-04STAT-07030534-Level 4 80-P-11 7951 soil sample 80-p-11 8/1/2007 831RR-04STAT-07030534-Level 4 80-P-12 7950 soil sample 80-p-12 8/23/2007 79CTCS-STAT-07020340-Level 4 79CTCS-001 6664 soil sample 79ctcs001 8/23/2007 79CTCS-STAT-07020340-Level 4 79CTCS-002 6665 soil sample 79ctcs002/03 8/23/2007 79CTCS-STAT-07020340-Level 4 79CTCS-003 6665 soil sample 79ctcs002/03 8/23/2007 79CTCS-STAT-07020340-Level 4 79CTCS-004 6666 soil sample 79ctcs004 8/23/2007 79CTCS-STAT-07020340-Level 4 79CTCS-005 6667 soil sample 79ctcs005 8/23/2007 79CTCS-STAT-07020340-Level 4 79CTCS-006 6668 soil sample 79ctcs006 HULL & ASSOCIATES, INC. INDIANAPOLIS, INDIANA 4 OF 4 SEPTEMBER 2012 SBI068.400.0006.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 2SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - VOCs, APRIL 2012 (ug/L)Sample LocationHTB1S HTB1S HTB1I HTB2S HTB2I HTB3S HTB3I HTB4S HTB4I HTB5SSample IdentificationSBI067:HTB1:G260300SBI067:HTB1:G260300AbSBI067:HTB1:G350390 SBI067:HTB2:G260300 SBI067:HTB2:G350390 SBI067:HTB3:G260300 SBI067:HTB3:G350390 SBI067:HTB4:G260300 SBI067:HTB4:G350390 SBI067:HTB5:G260300Sample Date4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/18/2012 4/18/2012 4/20/20121,1,1,2-Tetrachloroethane 5 110 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,1,1-Trichloroethane 200 9198 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,1,2,2-Tetrachloroethane 5 14.3 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,1,2-Trichlorethane 5 50.2 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,1-Dichloroethane 640 10220 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,1-Dichloroethene 7 7 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,1-Dichloropropene NSaNS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2,3-Trichlorobenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2,3-Trichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2,4-Trichlorobenzene 70 1022 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2,4-Trimethyl-benzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dibromoethane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dichlorobenzene 600 9198 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dichloroethane 5 31.4 <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,3,5-Trimethylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,3-Dichlorobenzene 600 NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,3-Dichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <51,4-Dichlorobenzene 75 119.2 <5 <5 <5 <5 <5 <5 <5 <5 <5 <52,2-Dichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <52-Butanone 917.72 5110 <25 <25 <25 <25 <25 <25 <25 <25 <25 <252-Chlorotoluene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <52-Hexanone NS NS <25 <25 <25 <25 <25 <25 <25 <25 <25 <254-Chlorotoluene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <54-Isopropyltoluene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <54-Methyl-2-pentanone 1520 5110 <25 <25 <25 <25 <25 <25 <25 <25 <25 <25Acetone 3040 10220 <100 <100 <100 <100 <100 <100 <100 <100 <100 <100Acrolein NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100 <100Acrylonitrile NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100 <100Benzene 5 98.6 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Bromobenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Bromochloromethane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Bromodichloromethane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Bromoform NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Butylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Carbon Disulfide NS NS <10 <10 <10 <10 <10 <10 <10 <10 <10 <10Carbon Tetrachloride NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Chlorobenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Chloroethane 23160.75 NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Chloroform 100 468.9 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5cis-1,2-Dichloroethene 70 1022 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5cis-1,3-Dichloropropene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Dibromochloromethane (chlorodibromomethane) NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Dichlorodifluoromethane (Freon-12) NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Ethyl Methacrylate NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100 <100Ethylbenzene 700 10220 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Hexachloro-1,3-butadiene 10 36.7 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Hexane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Isopropylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl Bromide NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl Chloride NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl Iodide NS NS <10 <10 <10 <10 <10 <10 <10 <10 <10 <10Methylene Bromide NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Methylene Chloride NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl-tert-butyl-ether NS NS <4 <4 <4 <4 <4 <4 <4 <4 <4 <4Naphthalene 1216 4088 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5n-Propylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5sec-Butylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Styrene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5tert-Butylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Tetrachloroethene 5 56.1 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Toluene 1000 20440 <5 <5 <5 <5 <5 <5 <5 <5 <5 <5trans-1,2-Dichloroethene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5trans-1,3-Dichloropropene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5trans-1,4-Dichloro-2-butene NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100 <100Trichloroethene 5 260 <55.5c57.4 7.5<5 <5 <5 <56.4Trichlorofluoromethane (Freon-11) NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5 <5Vinyl Acetate NS NS <50 <50 <50 <50 <50 <50 <50 <50 <50 <50Vinyl Chloride 2 10 <2 <2 <2 <2 <2 <2 <2 <2 <2 <2Xylene 10000 204400 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10a. NS - no standardb. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANApage 1 of 7SEPTEMBER 2012SBI068.400.0007.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 2SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - VOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-Dichloropropene NSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HTB5S HTB5I HTB6S HTB6I HTB7S HTB7S HTB7I HTB8S HTB8I HTB8DSBI067:HTB5:G260300A SBI067:HTB5:G350390 SBI067:HTB6:G260300 SBI067:HTB6:G350390 SBI067:HTB7:G260300 SBI067:HTB7:G260300A SBI067:HTB7:G350390 SBI067:HTB8:G260300 SBI067:HTB8:G350390 SBI067:HTB8:G4504904/20/2012 4/20/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/23/2012 4/23/2012 4/23/2012<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<4 <4 <4 <4 <4 <4 <4 <4 <4 <4<5 <5 <5 7.4 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <577.6 71 15.9<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <1005.8 6.4<5 <5 57.9 5.2<5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<50 <50 <50 <50 <50 <50 <50 <50 <50 <50<2 <2 <2 <2 <2 <2 <2 <2 <2 <2<10 <10 <10 <10 <10 <10 <10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANApage 2 of 7SEPTEMBER 2012SBI068.400.0007.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 2SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - VOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-Dichloropropene NSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HTB9S HTB9I HTB9D HTB10S HTB10I HTB10D HTB11S HTB11I HTB11D HTB12SSBI067:HTB9:G260300 SBI067:HTB9:G350390 SBI067:HTB9:G450490SBI067:HTB10:G260300SBI067:HTB10:G350390 SBI067:HTB10:G450490 SBI067:HTB11:G260300 SBI067:HTB11:G350390 SBI067:HTB11:G450490 SBI067:HTB12:G2603004/18/2012 4/18/2012 4/18/2012 4/23/2012 4/23/2012 4/23/2012 4/24/2012 4/24/2012 4/24/2012 4/23/2012<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <58 <5<5<5<5<5<5<5<5<5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<4 <4 <4 <4 <4 <4 <4 <4 <4 <46 <5 6.4 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<56.558<5 <56.9<5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<50 <50 <50 <50 <50 <50 <50 <50 <50 <50<2 <2 <2 <2 <2 <2 <2 <2 <2 <2<10 <10 <10 <10 <10 <10 <10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANApage 3 of 7SEPTEMBER 2012SBI068.400.0007.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 2SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - VOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-Dichloropropene NSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HTB12S HTB12I HTB12D HTB13S HTB13I HTB13I HTB13D HTB14S HTB14I HTB14DSBI067:HTB12:G260300A SBI067:HTB12:G350390 SBI067:HTB12:G450490 SBI067:HTB13:G260300 SBI067:HTB13:G350390 SBI067:HTB13:G350390A SBI067:HTB13:G450490 SBI067:HTB14:G260300 SBI067:HTB14:G350390 SBI067:HTB14:G4504904/23/2012 4/23/2012 4/23/2012 4/24/2012 4/24/2012 4/24/2012 4/24/2012 4/20/2012 4/20/2012 4/20/2012<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 7.4 <5 <5 <5 <5 <5 <5 19.7 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<4 <4 <4 <4 <4 <4 <4 <4 <4 <4<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <523.4 40.9 447 579 138<5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<510.3<5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<50 <50 <50 <50 <50 <50 <50 <50 <50 <50<2 <2 <2 <2 <2 <2 <2 <2 <2 <2<10 <10 <10 <10 <10 <10 <10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANApage 4 of 7SEPTEMBER 2012SBI068.400.0007.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 2SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - VOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-Dichloropropene NSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HTB15S HTB15I HTB15D HTB16S HTB16I HTB16D HTB17S HTB17I HTB18S HTB18ISBI067:HTB15:G260300 SBI067:HTB15:G350390 SBI067:HTB15:G450490 SBI067:HTB16:G260300 SBI067:HTB16:G350390 SBI067:HTB16:G450490 SBI067:HTB17:G260300 SBI067:HTB17:G350390 SBI067:HTB18:G260300 SBI067:HTB18:G3503904/23/2012 4/23/2012 4/23/2012 4/24/2012 4/24/2012 4/24/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 5.5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<4 <4 <4 <4 <4 <4 <4 <4 <4 <4<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 8.8 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <576 616 95.3 20.1 206 6<5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <554.1 9.2<58.2 7.3<5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<50 <50 <50 <50 <50 <50 <50 <50 <50 <50<2 <2 <2 <2 <2 <2 <2 <2 <2 <2<10 <10 <10 <10 <10 <10 <10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANApage 5 of 7SEPTEMBER 2012SBI068.400.0007.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 2SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - VOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-Dichloropropene NSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HTB18D HTB19S HTB19I HTB19D HTB20S HTB20I HTB20I HTB20D HTB21S HTB21ISBI067:HTB18:G450490 SBI067:HTB19:G260300 SBI067:HTB19:G350390 SBI067:HTB19:G450490 SBI067:HTB20:G260300 SBI067:HTB20:G350390 SBI067:HTB20:G350390A SBI067:HTB20:G450490 SBI067:HTB21:G260300 SBI067:HTB21:G3503904/19/2012 4/17/2012 4/17/2012 4/17/2012 4/18/2012 4/18/2012 4/18/2012 4/18/2012 4/18/2012 4/18/2012<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 27.4 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 6.4 6.1 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25 <25<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 13.7 13 5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 14.5 13.7 <5 <5 6.8<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 62.2 254 231 49.9 <5 15.9<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<4 <4 <4 <4 <4 <4 <4 <4 <4 <4<5 <5 <5 <5 <5 7.9 8 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 18 16.9 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <538.8<5 <58.6 82.8 102<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <58 7.5 16.2<5 <5 <5 <5 <5 <5 <5 <5 <5 <5<50 <50 <50 <50 <50 <50 <50 <50 <50 <50<2 <2 <2 <2 <26.7 6.1<2 <2 <2<10 <10 <10 <10 <10 <10 <10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANApage 6 of 7SEPTEMBER 2012SBI068.400.0007.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 2SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - VOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-Dichloropropene NSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HTB21D HTB22S HTB22I HTB22DSBI067:HTB21:G450490 SBI067:HTB22:G260300 SBI067:HTB22:G350390 SBI067:HTB22:G4504904/18/2012 4/24/2012 4/24/2012 4/24/2012<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<25 <25 <25 <25<5 <5 <5 <5<25 <25 <25 <25<5 <5 <5 <5<5 <5 <5 <5<25 <25 <25 <25<100 <100 <100 <100<100 <100 <100 <100<100 <100 <100 <100<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<10 <10 <10 <10<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5115<5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<100 <100 <100 <100<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<10 <10 <10 <10<5 <5 <5 <5<5 <5 <5 <5<4 <4 <4 <4<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<553.2 1350 970<5 <5 <5 <5<5 <5 <5 <5<5 <5 <5 <5<100 <100 <100 <1006.4<5 <5 <5<5 <5 <5 <5<50 <50 <50 <50<2 <2 <2 <2<10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANApage 7 of 7SEPTEMBER 2012SBI068.400.0007.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationHTB1S HTB1S HTB1I HTB2S HTB2I HTB3S HTB3I HTB4S HTB4I HTB5SSample Identification SBI067:HTB1:G260300SBI067:HTB1:G260300AbSBI067:HTB1:G350390 SBI067:HTB2:G260300 SBI067:HTB2:G350390 SBI067:HTB3:G260300 SBI067:HTB3:G350390 SBI067:HTB4:G260300 SBI067:HTB4:G350390 SBI067:HTB5:G260300Sample Date4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/18/2012 4/18/2012 4/20/2012Arsenic 50 50 NT NT NT NT NT NT NT <10 <10 NTBarium 2000 7154 NT NT NT NT NT NT NT <100 <100 NTCadmium 5 51.1 NT NT NT NT NT NT NT <5 <5 NTChromium NSaNS NT NT NT NT NT NT NT <10 <10 NTLead 15 15 NT NT NT NT NT NT NT <5 <5 NTMercury 2 6.1 NT NT NT NT NT NT NT <2 <2 NTSelenium 50 511 NT NT NT NT NT NT NT <10 <10 NTSilver 152 511 NT NT NT NT NT NT NT <50 <50 NTArsenic 50 50 NT NT NT NT NT NT NT <10 28 NTBarium 2000 7154 NT NT NT NT NT NT NT <100 140 NTCadmium 5 51.1 NT NT NT NT NT NT NT <5 <5 NTChromium NS NS NT NT NT NT NT NT NT <10 100 NTLead 15 15 NT NT NT NT NT NT NT <10 26 NTMercury 2 6.1 NT NT NT NT NT NT NT <2 <2 NTSelenium 50 511 NT NT NT NT NT NT NT <10 <10 NTSilver 152 511 NT NT NT NT NT NT NT <50 <50 NTAroclor 1016 NS NS NT NT NT NT NT NT NT NT NT NTAroclor 1221 NS NS NT NT NT NT NT NT NT NT NT NTAroclor 1232 NS NS NT NT NT NT NT NT NT NT NT NTAroclor 1242 NS NS NT NT NT NT NT NT NT NT NT NTAroclor 1248 NS NS NT NT NT NT NT NT NT NT NT NTAroclor 1254 NS NS NT NT NT NT NT NT NT NT NT NTAroclor 1260 NS NS NT NT NT NT NT NT NT NT NT NT2-Methylnaphthalene NS NS <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <1Acenaphthene 1824 6132 <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <1Acenaphthylene NS NS <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <1Anthracene 9120 30660 <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Benzo(a)anthracene 0.1 10 <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Benzo(a)pyrene 0.2 10 <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Benzo(b)fluoranthene 0.2 10 <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Benzo(g,h,i)perylene NS NS <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Benzo(k)fluoranthene 0.2 39.2 <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Chrysene 0.2 391.8 <0.52 <0.52 <0.52 <0.53 <0.51 <0.53 <0.52 NT NT <0.51Dibenz(a,h)anthracene 0.3 10 <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Fluoranthene 243.2 817.6 <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <1Fluorene 1216 4088 <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <1Indeno(1,2,3-cd)pyrene 0.4 10 <0.1 <0.1 <0.1 <0.11 <0.1 <0.11 <0.1 NT NT <0.1Naphthalene 1216 4088 <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <1Phenanthrene NS NS <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <1Pyrene 912 3066 <1 <1 <1 <1.1 <1 <1.1 <1 NT NT <12,4,5-Trichlorophenol 3040 10220 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22,4,6-Trichlorophenol 10 260 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22,4-Dichlorophenol 91.2 306.6 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22,4-Dimethylphenol NS NS <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22,4-Dinitrophenol 60.8 204.4 <52.1 <51.5 <52.1 <52.6 <50.5 <52.6 <52.1 NT NT <512,4-Dinitrotoluene 60.8 204.4 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22,6-Dinitrotoluene NS NS <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22-Chloronaphthalene 2432 8176 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22-Chlorophenol 152 511 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.22-Methyl-4,6-dinitrophenol NS NS <52.1 <51.5 <52.1 <52.6 <50.5 <52.6 <52.1 NT NT <512-Methylphenol 1520 5110 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.23 & 4 Methylphenol NS NS <20.8 <20.6 <20.8 <21.1 <20.2 <21.1 <20.8 NT NT <20.43,3-Dichlorobenzidine 20 20 <20.8 <20.6 <20.8 <21.1 <20.2 <21.1 <20.8 NT NT <20.44-Bromophenyl Phenyl Ether NS NS <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.24-Chloro-3-methyl Phenol NS NS <20.8 <20.6 <20.8 <21.1 <20.2 <21.1 <20.8 NT NT <20.44-Chloroaniline 121.6 408.8 <20.8 <20.6 <20.8 <21.1 <20.2 <21.1 <20.8 NT NT <20.44-Chlorophenyl-phenyl Ether NS NS <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2SVOCs (Method EPA 8270)PAHs (Method EPA 8270 by SIM)1996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)PCBs (Method EPA 8082)Metals, Total (Method EPA 6010/7470)Metals, Dissolved (Method EPA 6010/7470)HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA1 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationHTB1S HTB1S HTB1I HTB2S HTB2I HTB3S HTB3I HTB4S HTB4I HTB5SSample Identification SBI067:HTB1:G260300SBI067:HTB1:G260300AbSBI067:HTB1:G350390 SBI067:HTB2:G260300 SBI067:HTB2:G350390 SBI067:HTB3:G260300 SBI067:HTB3:G350390 SBI067:HTB4:G260300 SBI067:HTB4:G350390 SBI067:HTB5:G260300Sample Date4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/17/2012 4/18/2012 4/18/2012 4/20/20121996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)4-Nitroaniline NS NS <52.1 <51.5 <52.1 <52.6 <50.5 <52.6 <52.1 NT NT <514-Nitrophenol NS NS <52.1 <51.5 <52.1 <52.6 <50.5 <52.6 <52.1 NT NT <51Benzyl Alcohol 9120 30660 <20.8 <20.6 <20.8 <21.1 <20.2 <21.1 <20.8 NT NT <20.4Benzyl Butyl Phthalate 100 20440 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Bis(2-chloro-1-methylethyl)ether 10 40.9 <5.2 <5.2 <5.2 <5.3 <5.1 <5.3 <5.2 NT NT <5.1Bis(2-chloroethoxy) Methane NS NS <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Bis(2-chloroethyl) Ether 10 10 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Bis(2-ethylhexyl) Phthalate 6 204.3 <5.2 <5.2 <5.2 <5.3 <5.1 <5.3 <5.2 NT NT <5.1Dibenzofuran NS NS <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Diethyl Phthalate 24320 81760 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Dimethyl Phthalate 304000 1022000 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Di-n-butyl Phthalate 608 2044 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Di-n-octyl Phthalate 608 2044 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Di-n-propylnitrosamine 10 10 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Hexachloro-1,3-butadiene 10 36.7 <5.2 <5.2 <5.2 <5.3 <5.1 <5.3 <5.2 NT NT <5.1Hexachlorobenzene 1 10 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Hexachloroethane 10 20.4 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Hexachloropentadiene 50 715.4 <26 <25.8 <26 <26.3 <25.3 <26.3 <26 NT NT <25.5Isophorone 89.47 3010.5 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2m-Nitroaniline NS NS <52.1 <51.5 <52.1 <52.6 <50.5 <52.6 <52.1 NT NT <51Nitrobenzene 15.2 51.1 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2n-Nitroso-di-phenylamine 17.35 583.7 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2o-Nitroaniline 50 50 <52.1 <51.5 <52.1 <52.6 <50.5 <52.6 <52.1 NT NT <51o-Nitrophenol NS NS <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Pentachlorophenol 1 50 <52.1 <51.5 <52.1 <52.6 <50.5 <52.6 <52.1 NT NT <51Phenol 3648 12264 <10.4 <10.3 <10.4 <10.5 <10.1 <10.5 <10.4 NT NT <10.2Notes:NS - No StandardBOLD & highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA2 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample DateArsenic 50 50Barium 2000 7154Cadmium 5 51.1Chromium NSaNSLead 15 15Mercury 2 6.1Selenium 50 511Silver 152 511Arsenic 50 50Barium 2000 7154Cadmium 5 51.1Chromium NS NSLead 15 15Mercury 2 6.1Selenium 50 511Silver 152 511Aroclor 1016 NS NSAroclor 1221 NS NSAroclor 1232 NS NSAroclor 1242 NS NSAroclor 1248 NS NSAroclor 1254 NS NSAroclor 1260 NS NS2-Methylnaphthalene NS NSAcenaphthene 1824 6132Acenaphthylene NS NSAnthracene 9120 30660Benzo(a)anthracene 0.1 10Benzo(a)pyrene 0.2 10Benzo(b)fluoranthene 0.2 10Benzo(g,h,i)perylene NS NSBenzo(k)fluoranthene 0.2 39.2Chrysene 0.2 391.8Dibenz(a,h)anthracene 0.3 10Fluoranthene 243.2 817.6Fluorene 1216 4088Indeno(1,2,3-cd)pyrene 0.4 10Naphthalene 1216 4088Phenanthrene NS NSPyrene 912 30662,4,5-Trichlorophenol 3040 102202,4,6-Trichlorophenol 10 2602,4-Dichlorophenol 91.2 306.62,4-Dimethylphenol NS NS2,4-Dinitrophenol 60.8 204.42,4-Dinitrotoluene 60.8 204.42,6-Dinitrotoluene NS NS2-Chloronaphthalene 2432 81762-Chlorophenol 152 5112-Methyl-4,6-dinitrophenol NS NS2-Methylphenol 1520 51103 & 4 Methylphenol NS NS3,3-Dichlorobenzidine 20 204-Bromophenyl Phenyl Ether NS NS4-Chloro-3-methyl Phenol NS NS4-Chloroaniline 121.6 408.84-Chlorophenyl-phenyl Ether NS NSSVOCs (Method EPA 8270)PAHs (Method EPA 8270 by SIM)1996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)PCBs (Method EPA 8082)Metals, Total (Method EPA 6010/7470)Metals, Dissolved (Method EPA 6010/7470)HTB5S HTB5I HTB6S HTB6I HTB7S HTB7S HTB7I HTB8S HTB8I HTB8DSBI067:HTB5:G260300A SBI067:HTB5:G350390 SBI067:HTB6:G260300 SBI067:HTB6:G350390 SBI067:HTB7:G260300 SBI067:HTB7:G260300A SBI067:HTB7:G350390 SBI067:HTB8:G260300 SBI067:HTB8:G350390 SBI067:HTB8:G4504904/20/2012 4/20/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/23/2012 4/23/2012 4/23/2012NT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT <0.54 <0.53 <0.53 <0.53 <0.54 NT NT NTNT NT <0.54 <0.53 <0.53 <0.53 <0.54 NT NT NTNT NT <0.54 <0.53 <0.53 <0.53 <0.54 NT NT NTNT NT <0.54 <0.53 <0.53 <0.53 <0.54 NT NT NTNT NT <0.54 <0.53 <0.53 <0.53 <0.54 NT NT NTNT NT <0.54 <0.53 <0.53 <0.53 <0.54 NT NT NTNT NT <0.54 <0.53 <0.53 <0.53 <0.54 NT NT NT<1 <1 NT NT NT NT NT <1.1 <1 <1<1 <1 NT NT NT NT NT <1.1 <1 <1<1 <1 NT NT NT NT NT <1.1 <1 <1<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<0.51 <0.52 NT NT NT NT NT <0.53 <0.52 <0.52<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<1 <1 NT NT NT NT NT <1.1 <1 <1<1 <1 NT NT NT NT NT <1.1 <1 <1<0.1 <0.1 NT NT NT NT NT <0.11 <0.1 <0.1<1 <1 NT NT NT NT NT <1.1 <1 <1<1 <1 NT NT NT NT NT <1.1 <1 <1<1 <1 NT NT NT NT NT <1.1 <1 <1<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<50.5 <52.1 NT NT NT NT NT <53.2 <52.1 <52.1<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<50.5 <52.1 NT NT NT NT NT <53.2 <52.1 <52.1<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<20.2 <20.8 NT NT NT NT NT <21.3 <20.8 <20.8<20.2 <20.8 NT NT NT NT NT <21.3 <20.8 <20.8<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<20.2 <20.8 NT NT NT NT NT <21.3 <20.8 <20.8<20.2 <20.8 NT NT NT NT NT <21.3 <20.8 <20.8<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA3 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)4-Nitroaniline NS NS4-Nitrophenol NS NSBenzyl Alcohol 9120 30660Benzyl Butyl Phthalate 100 20440Bis(2-chloro-1-methylethyl)ether 10 40.9Bis(2-chloroethoxy) Methane NS NSBis(2-chloroethyl) Ether 10 10Bis(2-ethylhexyl) Phthalate 6 204.3Dibenzofuran NS NSDiethyl Phthalate 24320 81760Dimethyl Phthalate 304000 1022000Di-n-butyl Phthalate 608 2044Di-n-octyl Phthalate 608 2044Di-n-propylnitrosamine 10 10Hexachloro-1,3-butadiene 10 36.7Hexachlorobenzene 1 10Hexachloroethane 10 20.4Hexachloropentadiene 50 715.4Isophorone 89.47 3010.5m-Nitroaniline NS NSNitrobenzene 15.2 51.1n-Nitroso-di-phenylamine 17.35 583.7o-Nitroaniline 50 50o-Nitrophenol NS NSPentachlorophenol 1 50Phenol 3648 12264Notes:NS - No StandardBOLD & highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.HTB5S HTB5I HTB6S HTB6I HTB7S HTB7S HTB7I HTB8S HTB8I HTB8DSBI067:HTB5:G260300A SBI067:HTB5:G350390 SBI067:HTB6:G260300 SBI067:HTB6:G350390 SBI067:HTB7:G260300 SBI067:HTB7:G260300A SBI067:HTB7:G350390 SBI067:HTB8:G260300 SBI067:HTB8:G350390 SBI067:HTB8:G4504904/20/2012 4/20/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/23/2012 4/23/2012 4/23/2012<50.5 <52.1 NT NT NT NT NT <53.2 <52.1 <52.1<50.5 <52.1 NT NT NT NT NT <53.2 <52.1 <52.1<20.2 <20.8 NT NT NT NT NT <21.3 <20.8 <20.8<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<5.1 <5.2 NT NT NT NT NT <5.3 <5.2 <5.2<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<5.1 <5.2 NT NT NT NT NT <5.3 <5.2 <5.2<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<5.1 <5.2 NT NT NT NT NT <5.3 <5.2 <5.2<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<25.3 <26 NT NT NT NT NT <26.6 <26 <26<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<50.5 <52.1 NT NT NT NT NT <53.2 <52.1 <52.1<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<50.5 <52.1 NT NT NT NT NT <53.2 <52.1 <52.1<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4<50.5 <52.1 NT NT NT NT NT <53.2 <52.1 <52.1<10.1 <10.4 NT NT NT NT NT <10.6 <10.4 <10.4HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA4 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample DateArsenic 50 50Barium 2000 7154Cadmium 5 51.1Chromium NSaNSLead 15 15Mercury 2 6.1Selenium 50 511Silver 152 511Arsenic 50 50Barium 2000 7154Cadmium 5 51.1Chromium NS NSLead 15 15Mercury 2 6.1Selenium 50 511Silver 152 511Aroclor 1016 NS NSAroclor 1221 NS NSAroclor 1232 NS NSAroclor 1242 NS NSAroclor 1248 NS NSAroclor 1254 NS NSAroclor 1260 NS NS2-Methylnaphthalene NS NSAcenaphthene 1824 6132Acenaphthylene NS NSAnthracene 9120 30660Benzo(a)anthracene 0.1 10Benzo(a)pyrene 0.2 10Benzo(b)fluoranthene 0.2 10Benzo(g,h,i)perylene NS NSBenzo(k)fluoranthene 0.2 39.2Chrysene 0.2 391.8Dibenz(a,h)anthracene 0.3 10Fluoranthene 243.2 817.6Fluorene 1216 4088Indeno(1,2,3-cd)pyrene 0.4 10Naphthalene 1216 4088Phenanthrene NS NSPyrene 912 30662,4,5-Trichlorophenol 3040 102202,4,6-Trichlorophenol 10 2602,4-Dichlorophenol 91.2 306.62,4-Dimethylphenol NS NS2,4-Dinitrophenol 60.8 204.42,4-Dinitrotoluene 60.8 204.42,6-Dinitrotoluene NS NS2-Chloronaphthalene 2432 81762-Chlorophenol 152 5112-Methyl-4,6-dinitrophenol NS NS2-Methylphenol 1520 51103 & 4 Methylphenol NS NS3,3-Dichlorobenzidine 20 204-Bromophenyl Phenyl Ether NS NS4-Chloro-3-methyl Phenol NS NS4-Chloroaniline 121.6 408.84-Chlorophenyl-phenyl Ether NS NSSVOCs (Method EPA 8270)PAHs (Method EPA 8270 by SIM)1996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)PCBs (Method EPA 8082)Metals, Total (Method EPA 6010/7470)Metals, Dissolved (Method EPA 6010/7470)HTB8D HTB9S HTB9I HTB9D HTB9D HTB10S HTB10I HTB10D HTB12S HTB12SSBI067:HTB8:G450490A SBI067:HTB9:G260300 SBI067:HTB9:G350390 SBI067:HTB9:G450490 SBI067:HTB9:G450490ASBI067:HTB10:G260300SBI067:HTB10:G350390 SBI067:HTB10:G450490 SBI067:HTB12:G260300 SBI067:HTB12:G260300A4/23/2012 4/18/2012 4/18/2012 4/18/2012 4/18/2012 4/23/2012 4/23/2012 4/23/2012 4/23/2012 4/23/2012NT <10 <10 <10 <10 <10 <10 <10 <10 <10NT <100 <100 <100 <100 <100 <100 <100 <100 <100NT <5 <5 <5 <5 <5 <5 <5 <5 <5NT <10 <10 <10 <10 <10 <10 <10 <10 <10NT <5 <5 <5 <5 <5 <5 <5 <5 <5NT <2 <2 <2 <2 <2 <2 <2 <2 <2NT <10 <10 <10 <10 <10 <10 <10 <10 <10NT <50 <50 <50 <50 <50 <50 <50 <50 <50NT 27 36120c100<10 18120<10 <10NT 140 210 440 410 <100 110 470 <100 <100NT <5 <5 <5 <5 <5 <5 <5 <5 <5NT 58 77 190 170 <10 46 210 <10 <10NT 1420 64 58<10 <10110<10 <10NT <2 <2 <2 <2 <2 <2 <2 <2 <2NT <10 <10 <10 <10 <10 <10 <10 <10 <10NT <50 <50 <50 <50 <50 <50 <50 <50 <50NT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NTNT NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<0.52 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<0.1 NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<1 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<52.1 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<52.1 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<20.8 NT NT NT NT NT NT NT NT NT<20.8 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<20.8 NT NT NT NT NT NT NT NT NT<20.8 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NTHULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA5 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)4-Nitroaniline NS NS4-Nitrophenol NS NSBenzyl Alcohol 9120 30660Benzyl Butyl Phthalate 100 20440Bis(2-chloro-1-methylethyl)ether 10 40.9Bis(2-chloroethoxy) Methane NS NSBis(2-chloroethyl) Ether 10 10Bis(2-ethylhexyl) Phthalate 6 204.3Dibenzofuran NS NSDiethyl Phthalate 24320 81760Dimethyl Phthalate 304000 1022000Di-n-butyl Phthalate 608 2044Di-n-octyl Phthalate 608 2044Di-n-propylnitrosamine 10 10Hexachloro-1,3-butadiene 10 36.7Hexachlorobenzene 1 10Hexachloroethane 10 20.4Hexachloropentadiene 50 715.4Isophorone 89.47 3010.5m-Nitroaniline NS NSNitrobenzene 15.2 51.1n-Nitroso-di-phenylamine 17.35 583.7o-Nitroaniline 50 50o-Nitrophenol NS NSPentachlorophenol 1 50Phenol 3648 12264Notes:NS - No StandardBOLD & highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.HTB8D HTB9S HTB9I HTB9D HTB9D HTB10S HTB10I HTB10D HTB12S HTB12SSBI067:HTB8:G450490A SBI067:HTB9:G260300 SBI067:HTB9:G350390 SBI067:HTB9:G450490 SBI067:HTB9:G450490ASBI067:HTB10:G260300SBI067:HTB10:G350390 SBI067:HTB10:G450490 SBI067:HTB12:G260300 SBI067:HTB12:G260300A4/23/2012 4/18/2012 4/18/2012 4/18/2012 4/18/2012 4/23/2012 4/23/2012 4/23/2012 4/23/2012 4/23/2012<52.1 NT NT NT NT NT NT NT NT NT<52.1 NT NT NT NT NT NT NT NT NT<20.8 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<5.2 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<5.2 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<5.2 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<26 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<52.1 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<52.1 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NT<52.1 NT NT NT NT NT NT NT NT NT<10.4 NT NT NT NT NT NT NT NT NTHULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA6 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample DateArsenic 50 50Barium 2000 7154Cadmium 5 51.1Chromium NSaNSLead 15 15Mercury 2 6.1Selenium 50 511Silver 152 511Arsenic 50 50Barium 2000 7154Cadmium 5 51.1Chromium NS NSLead 15 15Mercury 2 6.1Selenium 50 511Silver 152 511Aroclor 1016 NS NSAroclor 1221 NS NSAroclor 1232 NS NSAroclor 1242 NS NSAroclor 1248 NS NSAroclor 1254 NS NSAroclor 1260 NS NS2-Methylnaphthalene NS NSAcenaphthene 1824 6132Acenaphthylene NS NSAnthracene 9120 30660Benzo(a)anthracene 0.1 10Benzo(a)pyrene 0.2 10Benzo(b)fluoranthene 0.2 10Benzo(g,h,i)perylene NS NSBenzo(k)fluoranthene 0.2 39.2Chrysene 0.2 391.8Dibenz(a,h)anthracene 0.3 10Fluoranthene 243.2 817.6Fluorene 1216 4088Indeno(1,2,3-cd)pyrene 0.4 10Naphthalene 1216 4088Phenanthrene NS NSPyrene 912 30662,4,5-Trichlorophenol 3040 102202,4,6-Trichlorophenol 10 2602,4-Dichlorophenol 91.2 306.62,4-Dimethylphenol NS NS2,4-Dinitrophenol 60.8 204.42,4-Dinitrotoluene 60.8 204.42,6-Dinitrotoluene NS NS2-Chloronaphthalene 2432 81762-Chlorophenol 152 5112-Methyl-4,6-dinitrophenol NS NS2-Methylphenol 1520 51103 & 4 Methylphenol NS NS3,3-Dichlorobenzidine 20 204-Bromophenyl Phenyl Ether NS NS4-Chloro-3-methyl Phenol NS NS4-Chloroaniline 121.6 408.84-Chlorophenyl-phenyl Ether NS NSSVOCs (Method EPA 8270)PAHs (Method EPA 8270 by SIM)1996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)PCBs (Method EPA 8082)Metals, Total (Method EPA 6010/7470)Metals, Dissolved (Method EPA 6010/7470)HTB12I HTB12D HTB17S HTB17I HTB18S HTB18I HTB18I HTB18DSBI067:HTB12:G350390 SBI067:HTB12:G450490 SBI067:HTB17:G260300 SBI067:HTB17:G350390 SBI067:HTB18:G260300 SBI067:HTB18:G350390 SBI067:HTB18:G350390A SBI067:HTB18:G4504904/23/2012 4/23/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012<10 <10 NT NT NT NT NT NT<100 <100 NT NT NT NT NT NT<5 <5 NT NT NT NT NT NT<10 <10 NT NT NT NT NT NT<5 <5 NT NT NT NT NT NT<2 <2 NT NT NT NT NT NT<10 <10 NT NT NT NT NT NT<50 <50 NT NT NT NT NT NT<10 45 NT NT NT NT NT NT<100 120 NT NT NT NT NT NT<5 <5 NT NT NT NT NT NT<10 130 NT NT NT NT NT NT<10 11 NT NT NT NT NT NT<2 <2 NT NT NT NT NT NT<10 <10 NT NT NT NT NT NT<50 <50 NT NT NT NT NT NTNT NT <0.52 <0.52 <0.51 <0.52 NT <0.51NT NT <0.52 <0.52 <0.51 <0.52 NT <0.51NT NT <0.52 <0.52 <0.51 <0.52 NT <0.51NT NT <0.52 <0.52 <0.51 <0.52 NT <0.51NT NT <0.52 <0.52 <0.51 <0.52 NT <0.51NT NT <0.52 <0.52 <0.51 <0.52 NT <0.51NT NT <0.52 <0.52 <0.51 <0.52 NT <0.51NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <0.1 <0.1 <0.1 <0.11NT NT NT NT <0.1 <0.10.12<0.11NT NT NT NT <0.1 <0.1 <0.1 <0.11NT NT NT NT <0.1 <0.1 0.11 <0.11NT NT NT NT <0.1 <0.1 0.13 <0.11NT NT NT NT <0.1 0.1 0.15 <0.11NT NT NT NT <0.52 <0.52 <0.51 <0.53NT NT NT NT <0.1 <0.1 0.13 <0.11NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <0.1 <0.1 0.13 <0.11NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <1 <1 <1 <1.1NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <52.1 <51.5 <51 <52.6NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <52.1 <51.5 <51 <52.6NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <20.8 <20.6 <20.4 <21.1NT NT NT NT <20.8 <20.6 <20.4 <21.1NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <20.8 <20.6 <20.4 <21.1NT NT NT NT <20.8 <20.6 <20.4 <21.1NT NT NT NT <10.4 <10.3 <10.2 <10.5HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA7 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 3SUMMARY OF LABORATORY ANALYSES OF TEMPORARY GROUNDWATER SAMPLING POINTS - METALS, PCBs, CPAHs, AND SVOCs, APRIL 2012 (ug/L)Sample LocationSample IdentificationSample Date1996 VRP Residential Cleanup Goals (ug/L)1996 VRP Non-Residential Cleanup Goals (ug/L)4-Nitroaniline NS NS4-Nitrophenol NS NSBenzyl Alcohol 9120 30660Benzyl Butyl Phthalate 100 20440Bis(2-chloro-1-methylethyl)ether 10 40.9Bis(2-chloroethoxy) Methane NS NSBis(2-chloroethyl) Ether 10 10Bis(2-ethylhexyl) Phthalate 6 204.3Dibenzofuran NS NSDiethyl Phthalate 24320 81760Dimethyl Phthalate 304000 1022000Di-n-butyl Phthalate 608 2044Di-n-octyl Phthalate 608 2044Di-n-propylnitrosamine 10 10Hexachloro-1,3-butadiene 10 36.7Hexachlorobenzene 1 10Hexachloroethane 10 20.4Hexachloropentadiene 50 715.4Isophorone 89.47 3010.5m-Nitroaniline NS NSNitrobenzene 15.2 51.1n-Nitroso-di-phenylamine 17.35 583.7o-Nitroaniline 50 50o-Nitrophenol NS NSPentachlorophenol 1 50Phenol 3648 12264Notes:NS - No StandardBOLD & highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.HTB12I HTB12D HTB17S HTB17I HTB18S HTB18I HTB18I HTB18DSBI067:HTB12:G350390 SBI067:HTB12:G450490 SBI067:HTB17:G260300 SBI067:HTB17:G350390 SBI067:HTB18:G260300 SBI067:HTB18:G350390 SBI067:HTB18:G350390A SBI067:HTB18:G4504904/23/2012 4/23/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012 4/19/2012NT NT NT NT <52.1 <51.5 <51 <52.6NT NT NT NT <52.1 <51.5 <51 <52.6NT NT NT NT <20.8 <20.6 <20.4 <21.1NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <5.2 <5.2 <5.1 <5.3NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <5.2 <5.2 <5.1 <5.3NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <5.2 <5.2 <5.1 <5.3NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <26 <25.8 <25.5 <26.3NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <52.1 <51.5 <51 <52.6NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <52.1 <51.5 <51 <52.6NT NT NT NT <10.4 <10.3 <10.2 <10.5NT NT NT NT <52.1 <51.5 <51 <52.6NT NT NT NT <10.4 <10.3 <10.2 <10.5HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA8 OF 8SEPTEMBER 2012SBI068.400.0008.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 4SUMMARY OF LABORATORY ANALYSES OF PERMANENT MONITORING WELLS - VOCs, JUNE 2012 (ug/L)Sample LocationAMW1D AMW1I AMW1I AMW1S AMW2D AMW2I AMW2I AMW2S AMW3DSample IdentificationSBI068:AMW1D:G060612 SBI068:AMW1I:G060612 SBI068:AMW1I:G060612A SBI068:AMW1S:G060612 SBI068:AMW2D:G060712 SBI068:AMW2I:G060712SBI068:AMW2I:G060712AbSBI068:AMW2S:G060712 SBI068:AMW3D:G060612Sample Date6/6/2012 6/6/2012 6/6/2012 6/6/2012 6/7/2012 6/7/2012 6/7/2012 6/7/2012 6/6/20121,1,1,2-Tetrachloroethane 5 110 <5 <5 <5 <5 <5 <5 <5 <5 <51,1,1-Trichloroethane 200 9198 <5 <5 <5 <5 <5 <5 <5 <5 <51,1,2,2-Tetrachloroethane 5 14.3 <5 <5 <5 <5 <5 <5 <5 <5 <51,1,2-Trichlorethane 5 50.2 <5 <5 <5 <5 <5 <5 <5 <5 <51,1-Dichloroethane 640 10220 <5 <5 <5 <5 <5 <5 <5 <5 <51,1-Dichloroethene 7 7 <5 <5 <5 <5 <5 <5 <5 <5 <51,1-DichloropropeneNSaNS <5 <5 <5 <5 <5 <5 <5 <5 <51,2,3-Trichlorobenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <51,2,3-Trichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <51,2,4-Trichlorobenzene 70 1022 <5 <5 <5 <5 <5 <5 <5 <5 <51,2,4-Trimethyl-benzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dibromoethane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dichlorobenzene 600 9198 <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dichloroethane 5 31.4 <5 <5 <5 <5 <5 <5 <5 <5 <51,2-Dichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <51,3,5-Trimethylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <51,3-Dichlorobenzene 600 NS <5 <5 <5 <5 <5 <5 <5 <5 <51,3-Dichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <51,4-Dichlorobenzene 75 119.2 <5 <5 <5 <5 <5 <5 <5 <5 <52,2-Dichloropropane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <52-Butanone 917.72 5110 <25 <25 <25 <25 <25 <25 <25 <25 <252-Chlorotoluene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <52-Hexanone NS NS <25 <25 <25 <25 <25 <25 <25 <25 <254-Chlorotoluene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <54-Isopropyltoluene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <54-Methyl-2-pentanone 1520 5110 <25 <25 <25 <25 <25 <25 <25 <25 <25Acetone 3040 10220 <100 <100 <100 <100 <100 <100 <100 <100 <100Acrolein NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100Acrylonitrile NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100Benzene 5 98.6 <5 <5 <5 <5 <5 <5 <5 <5 <5Bromobenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Bromochloromethane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Bromodichloromethane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Bromoform NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Butylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Carbon Disulfide NS NS <10 <10 <10 <10 <10 <10 <10 <10 <10Carbon Tetrachloride NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Chlorobenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Chloroethane 23160.75 NS <5 <5 <5 <5 <5 <5 <5 <5 <5Chloroform 100 468.9 <5 <5 <5 <5 <5 <5 <5 <5 <5cis-1,2-Dichloroethene 70 1022 <5 <5 <5 <5 <5 <5 <5 <5 <5cis-1,3-Dichloropropene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Dibromochloromethane (chlorodibromomethane) NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Dichlorodifluoromethane (Freon-12) NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Ethyl Methacrylate NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100Ethylbenzene 700 10220 <5 <5 <5 <5 <5 <5 <5 <5 <5Hexachloro-1,3-butadiene 10 36.7 <5 <5 <5 <5 <5 <5 <5 <5 <5Hexane NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Isopropylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl Bromide NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl Chloride NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl Iodide NS NS <10 <10 <10 <10 <10 <10 <10 <10 <10Methylene Bromide NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Methylene Chloride NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Methyl-tert-butyl-ether NS NS <4 <4 <4 <4 <4 <4 <4 <4 <4Naphthalene 1216 4088 <5 <5 <5 <5 <5 <5 <5 <5 <5n-Propylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5sec-Butylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Styrene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5tert-Butylbenzene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Tetrachloroethene 5 56.1179c1540 1540 1080 851 596 581 499 31.3Toluene 1000 20440 <5 <5 <5 <5 <5 <5 <5 <5 <5trans-1,2-Dichloroethene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5trans-1,3-Dichloropropene NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5trans-1,4-Dichloro-2-butene NS NS <100 <100 <100 <100 <100 <100 <100 <100 <100Trichloroethene 5 260 <5 <5 <5 <5 <5 <5 <5 <5 <5Trichlorofluoromethane (Freon-11) NS NS <5 <5 <5 <5 <5 <5 <5 <5 <5Vinyl Acetate NS NS <50 <50 <50 <50 <50 <50 <50 <50 <50Vinyl Chloride 2 10 <2 <2 <2 <2 <2 <2 <2 <2 <2Xylene 10000 204400 <10 <10 <10 <10 <10 <10 <10 <10 <10a. NS - no standardb. "A" in sample indentification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA 1 of 3SEPTEMBER 2012SBI068.400.0003.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 4SUMMARY OF LABORATORY ANALYSES OF PERMANENT MONITORING WELLS - VOCs, JUNE 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-DichloropropeneNSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample indentification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)AMW3I AMW3S AMW4D AMW4I AMW4S AMW5D AMW5I AMW5S AMW6ISBI068:AMW3I:G060612 SBI068:AMW3S:G060612 SBI068:AMW4D:G060612 SBI068:AMW4I:G060612 SBI068:AMW4S:G060612 SBI068:AMW5D:G060512 SBI068:AMW5I:G060512 SBI068:AMW5S:G060612 SBI068:AMW6I:G0605126/6/2012 6/6/2012 6/6/2012 6/6/2012 6/6/2012 6/5/2012 6/5/2012 6/6/2012 6/5/2012<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25 <25 <25 <25<100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 19.1<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<4 <4 <4 <4 <4 <4 <4 <4 <4<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 7.9<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <543<5 <5 <5 <573.9 123 15.3<5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5 <5 <5 <5<50 <50 <50 <50 <50 <50 <50 <50 <50<2 <2 <2 <2 <2 <2 <2 <2 <2<10 <10 <10 <10 <10 <10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA 2 of 3SEPTEMBER 2012SBI068.400.0003.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 4SUMMARY OF LABORATORY ANALYSES OF PERMANENT MONITORING WELLS - VOCs, JUNE 2012 (ug/L)Sample LocationSample IdentificationSample Date1,1,1,2-Tetrachloroethane 5 1101,1,1-Trichloroethane 200 91981,1,2,2-Tetrachloroethane 5 14.31,1,2-Trichlorethane 5 50.21,1-Dichloroethane 640 102201,1-Dichloroethene 7 71,1-DichloropropeneNSaNS1,2,3-Trichlorobenzene NS NS1,2,3-Trichloropropane NS NS1,2,4-Trichlorobenzene 70 10221,2,4-Trimethyl-benzene NS NS1,2-Dibromoethane NS NS1,2-Dichlorobenzene 600 91981,2-Dichloroethane 5 31.41,2-Dichloropropane NS NS1,3,5-Trimethylbenzene NS NS1,3-Dichlorobenzene 600 NS1,3-Dichloropropane NS NS1,4-Dichlorobenzene 75 119.22,2-Dichloropropane NS NS2-Butanone 917.72 51102-Chlorotoluene NS NS2-Hexanone NS NS4-Chlorotoluene NS NS4-Isopropyltoluene NS NS4-Methyl-2-pentanone 1520 5110Acetone 3040 10220Acrolein NS NSAcrylonitrile NS NSBenzene 5 98.6Bromobenzene NS NSBromochloromethane NS NSBromodichloromethane NS NSBromoform NS NSButylbenzene NS NSCarbon Disulfide NS NSCarbon Tetrachloride NS NSChlorobenzene NS NSChloroethane 23160.75 NSChloroform 100 468.9cis-1,2-Dichloroethene 70 1022cis-1,3-Dichloropropene NS NSDibromochloromethane (chlorodibromomethane) NS NSDichlorodifluoromethane (Freon-12) NS NSEthyl Methacrylate NS NSEthylbenzene 700 10220Hexachloro-1,3-butadiene 10 36.7Hexane NS NSIsopropylbenzene NS NSMethyl Bromide NS NSMethyl Chloride NS NSMethyl Iodide NS NSMethylene Bromide NS NSMethylene Chloride NS NSMethyl-tert-butyl-ether NS NSNaphthalene 1216 4088n-Propylbenzene NS NSsec-Butylbenzene NS NSStyrene NS NStert-Butylbenzene NS NSTetrachloroethene 5 56.1Toluene 1000 20440trans-1,2-Dichloroethene NS NStrans-1,3-Dichloropropene NS NStrans-1,4-Dichloro-2-butene NS NSTrichloroethene 5 260Trichlorofluoromethane (Freon-11) NS NSVinyl Acetate NS NSVinyl Chloride 2 10Xylene 10000 204400a. NS - no standardb. "A" in sample indentification number denotes a duplicate sample.c. Bold and highlighted results exceed 1996 VRP Tier II Residential Cleanup Goals.VOCs (Method EPA 8260)1996 VRP Non-Residential Cleanup Goals (ug/L)1996 VRP Residential Cleanup Goals (ug/L)AMW6I AMW6S AMW7I AMW7S AMW8I AMW8SSBI068:AMW6I:G060512A SBI068:AMW6S:G060512 SBI068:AMW7I:G060512 SBI068:AMW7S:G060512 SBI068:AMW8I:G060512 SBI068:AMW8S:G0605126/5/2012 6/5/2012 6/5/2012 6/5/2012 6/5/2012 6/5/2012<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<25 <25 <25 <25 <25 <25<100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100<100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <517.7 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<10 <10 <10 <10 <10 <10<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<4 <4 <4 <4 <4 <4<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <57.4 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <592.5 71.5 8.8 7.6<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<5 <5 <5 <5 <5 <5<100 <100 <100 <100 <100 <100<5 <511.1 6.2<5 <5<5 <5 <5 <5 <5 <5<50 <50 <50 <50 <50 <50<2 <2 <2 <2 <2 <2<10 <10 <10 <10 <10 <10HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANA 3 of 3SEPTEMBER 2012SBI068.400.0003.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORTFORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANA TABLE 5GROUNDWATER ELEVATION DATA - JUNE 5, 2012Well IDDate GaugedNorthing (NAD 1983)Easting (NAD 1983)Ground Elevation (ft, NAVD 1988)Top of Casing Elevation (ft, NAVD 1988)Depth to Water (ft.)Depth to Bottom (ft.)Water Elevation (ft, NAVD 1988)AMW-1S6/5/20122335732.427166186.291730.12732.4422.4730.02709.97AMW-1I6/5/20122335732.086166190.052730.12732.4022.4441.25709.96AMW-1D6/5/20122335731.467166193.993730.12732.4122.4352.90709.98AMW-2S6/5/20122336140.385166313.443728.44730.7022.4030.04708.30AMW-2I6/5/20122336141.292166310.690728.36730.7322.4141.48708.32AMW-2D6/5/20122336142.123166308.400728.32730.6622.3353.15708.33AMW-3S6/5/20122336129.754166691.046727.54729.1821.5128.45707.67AMW-3I6/5/20122336130.476166694.226727.65729.2721.6140.20707.66AMW-3D6/5/20122336131.335166697.736727.73729.1821.5451.08707.64AMW-4S6/5/20122336390.209166075.485728.49730.7722.8830.06707.89AMW-4I6/5/20122336392.158166079.932728.33730.4922.6141.05707.88AMW-4D6/5/20122336393.497166084.042727.90729.9522.1053.36707.85AMW-5S6/5/20122336870.031166630.928729.40731.6725.8832.80705.79AMW-5I6/5/20122336867.865166633.913729.36731.4925.6945.08705.80AMW-5D6/5/20122336865.353166636.868729.36731.6025.8150.02705.79AMW-6S6/5/20122337587.817167346.309726.69728.8526.0331.95702.82AMW-6I6/5/20122337584.605167346.874726.70728.8426.0344.75702.81AMW-7S6/5/20122337822.318167344.658726.02728.3726.2032.45702.17AMW-7I6/5/20122337822.492167340.111726.08728.6325.9644.88702.67AMW-8S6/5/20122337821.539166949.629725.08727.5524.4431.30703.11AMW-8I6/5/20122337821.642166953.335725.08727.3824.3043.80703.08HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANAPAGE 1 OF 1SEPTEMBER 2012SBI068.400.0002.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 6SUMMARY OF ON- AND OFF-SITE SOIL GAS RESULTS (ug/m3)Sample LocationASGP1D ASGP1S ASGP2D ASGP2S ASGP3D ASGP3DSample IdentificationASGP1D:A060512 ASGP1S:A060512 ASGP2D:A060512 ASGP2S:A060512 ASGP3D:A060512ASGP3D:A060512AbSample Date6/5/2012 6/5/2012 6/5/2012 6/5/2012 6/5/2012 6/5/20121,1,1-Trichloroethane5200 22000 520,000 2,200,000ug/m31710 2310 64.2 58.4 <33.6 <41.51,1,2,2-Tetrachloroethane0.42 2.1 42 210ug/m3<12.6 <21.1 <1.3 <6.3 <21.1 <26.11,1,2-Trichlorethane0.21 0.88 21 88ug/m3<9.9 <16.6 <0.99 <5 <16.6 <20.61,1,2-Trichloro-1,2,2-trifluoroethane (Freon-113)31000 130000 3,100,000 13,000,000ug/m3<28.8 <48.4 <2.9 <14.4 <48.4 <59.81,1-Dichloroethane15 77 1,500 7,700ug/m3<14.8 <24.8 <1.5 <7.4 <24.8 <30.71,1-Dichloroethene210 880 21,000 88,000ug/m3<14.6 <24.5 <1.5 <7.3 <24.5 <30.31,2,4-Trichlorobenzene2.1 8.8 210 880ug/m3<17.8 <29.9 <1.8 <8.9 <29.9 <371,2,4-Trimethyl-benzene7.3 31 730 3,100ug/m3<18 <30.2 4.1 <9 <30.2 <37.41,2-Dibromoethane0.041 0.2 4.1 20ug/m3<28.1c<47.2<2.8<14 <47.2 <58.31,2-Dichloro-1,1,2,2-tetrafluoroethane (Freon-114)NS NS NS NSug/m3<25.6 <42.9 <2.6 <12.8 <42.9 <53.11,2-Dichlorobenzene210 880 21,000 88,000ug/m3<22 <36.9 <2.2 <11 <36.9 <45.61,2-Dichloroethane0.94 4.7 94 470ug/m3<7.4 <12.4 <0.74 <3.7 <12.4 <15.31,2-Dichloropropane2.4 12 2,400 1,200ug/m3<16.9 <28.4 <1.7 <8.5 <28.4 <35.21,3,5-TrimethylbenzeneNS NS NS NSug/m3<18 <30.2 <1.8 <9 <30.2 <37.41,3-Butadiene0.81 4.1 81 410ug/m3<8.1 <13.6 <0.81 <4 <13.6 <16.81,3-DichlorobenzeneNS NS NS NSug/m3<22 <36.9 <2.2 <11 <36.9 <45.61,4-Dichlorobenzene2.2 11 220 1,100ug/m3<22 <36.9 <2.2 <11 <36.9 <45.61-Ethyl-4-methyl-benzeneNS NS NS NSug/m3<18 <30.2 <1.8 <9 <30.2 <37.42-Butanone5200 22000 520,000 2,200,000ug/m3<10.8 <18.1 16.6 9 <18.1 <22.42-Hexanone31 130 3,100 13,000ug/m3<14.9 <25.1 <1.5 <7.5 <25.1 <314-Methyl-2-pentanone3100 13000 310,000 1,300,000ug/m3<14.9 <25.1 <1.5 <7.5 <25.1 <31Acetone32000 140000 3.200,000 14,000,000ug/m3681 149 69.3 75.2 92.2 <18Benzene3.1 16 310 1,600ug/m3<5.8 <9.8 <0.58 <2.9 <9.8 <12.2Benzyl Chloride0.5 2.5 50 250ug/m3<18.9 <31.8 <1.9 <9.4 <31.8 <39.3Bromodichloromethane0.66 3.3 66 330ug/m3<24.5 <41.1 7.1 <12.2 <41.1 <50.9Bromoform22 110 2,200 11,000ug/m3<37.8 <63.5 <3.8 <18.9 <63.5 <78.5Carbon Disulfide730 3100 73,000 310,000ug/m3<11.3 20.9 20 82.6 <19.1 <23.6Carbon Tetrachloride4.1 20 410 2,000ug/m3<11.5 <19.4 1.6 <5.8 <19.4 <23.9Chlorobenzene52 220 5,200 22,000ug/m3<16.9 <28.4 <1.7 <8.5 <28.4 <35.2Chloroethane10000 44000 1,000,000 4,400,000ug/m3<9.7 <16.3 <0.97 <4.9 <16.3 <20.2Chloroform1.1 5.3 110 530ug/m3<17.8 <29.9 12.5 <8.9 <29.9 <37cis-1,2-DichloroetheneNS NS NS NSug/m3<14.6 <24.5 <1.5 <7.3 <24.5 <30.3cis-1,3-DichloropropeneNS NS NS NSug/m3<16.6 <27.8 <1.7 <8.3 <27.8 <34.4Cyclohexane6300 26000 630,000 2,600,000ug/m3<12.2 <20.6 <1.2 <6.1 <20.6 <25.4Dibromochloromethane (chlorodibromomethane)0.9 4.5 90 450ug/m3<31.1 <52.3 <3.1 <15.6 <52.3 <64.7Dichlorodifluoromethane (Freon-12)100 440 10,000 44,000ug/m3<18.2 <30.5 <1.8 <9.1 <30.5 <37.8EthanolNS NS NS NSug/m3210 <11.5 <0.68 <3.4 55.4 <14.2Ethyl AcetateNS NS NS NSug/m3<13.1 <22.1 <1.3 <6.6 <22.1 <27.3Ethylbenzene9.7 49 970 4,900ug/m333 29.4 3.3 <7.9 <26.6 <32.9HeptaneNS NS NS NSug/m3<14.9 <25.1 <1.5 <7.5 <25.1 <31Hexachloro-1,3-butadiene1.1 5.6 110 560ug/m3<39.6 <66.5 <4 <19.8 <66.5 <82.3Hexane730 3100 73,000 310,000ug/m342.4 <21.8 9.9 <6.5 <21.8 <26.9Isopropyl Alcohol7300 31000 730,000 3,100,000ug/m3<45 <75.6 <4.5 <22.5 <75.6 <93.5m,p-XylenesNS NS NS NSug/m3145 133 16.3 <15.8 <53.2 <65.8Methyl Bromide5.2 22 520 2,200ug/m3<14.2 <23.9 <1.4 <7.1 <23.9 <29.5Methyl Chloride94 390 9,400 39,000ug/m3<7.6 <12.7 <0.76 <3.8 <12.7 <15.7Methylene Chloride52 260 5,200 26,000ug/m3<12.8 <21.5 <1.3 <6.4 360 <26.6Methyl-tert-butyl-ether94 470 9,400 47,000ug/m3<13.1 <22.1 <1.3 <6.6 <22.1 <27.3Naphthalene0.72 3.6 72 360ug/m3<19.3 <32.4 <1.9 <9.6 <32.4 <40o-Xylene100 440 10,000 44,000ug/m3<15.8 <26.6 1.6 <7.9 <26.6 <32.9Propene3100 13000 310,000 1,300,000ug/m3<6.3 <10.6 <0.63 <3.2 <10.6 <13.1Styrene1000 4400 10,000 440,000ug/m3<15.7 <26.3 <1.6 <7.8 <26.3 <32.5Tetrachloroethene4.1 21 410 2,100ug/m3<12.4 <20.8 167477 2610 7100TetrahydrofuranNS NS NS NSug/m3<10.8 <18.1 <1.1 <5.4 <18.1 <22.4Toluene5200 22000 520,000 2,200,000ug/m3354 483 85.6 145 265 218trans-1,2-Dichloroethene63 260 6,300 26,000ug/m3<14.6 <24.5 <1.5 <7.3 <24.5 <30.3trans-1,3-DichloropropeneNS NS NS NSug/m3<16.6 <27.8 <1.7 <8.3 <27.8 <34.4Trichloroethene2.1 8.8 210 880ug/m3<9.9 <16.6 <0.99 <5 206775Trichlorofluoromethane (Freon-11)730 3100 73,000 310,000ug/m31280 1090 165 197 120 261Vinyl Acetate210 880 21,000 88,000ug/m3<12.8 <21.5 <1.3 <6.4 <21.5 <26.6Vinyl Chloride1.6 28 160 2,800ug/m3<4.7 <7.9 <0.47 <2.3 <7.9 <9.7a. Per IDEM's current RCG, these values are calculated using a conservative 0.01 attenuation factor.b. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed calculated residential soil gas screening levels.Reporting UnitsIN 2012 Commercial/ Industrial Indoor Air Screening LevelsTO-15IN 2012 Residential Indoor Air Screening LevelsCalculated Commerical/Industrial Soil Gas Screening LevelsaCalculated Residential Soil Gas Screening LevelsaHULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANAPAGE 1 OF 3SEPTEMBER 2012SBI068.400.0004.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 6SUMMARY OF ON- AND OFF-SITE SOIL GAS RESULTS (ug/m3)Sample LocationSample IdentificationSample Date1,1,1-Trichloroethane5200 22000 520,000 2,200,000ug/m31,1,2,2-Tetrachloroethane0.42 2.1 42 210ug/m31,1,2-Trichlorethane0.21 0.88 21 88ug/m31,1,2-Trichloro-1,2,2-trifluoroethane (Freon-113)31000 130000 3,100,000 13,000,000ug/m31,1-Dichloroethane15 77 1,500 7,700ug/m31,1-Dichloroethene210 880 21,000 88,000ug/m31,2,4-Trichlorobenzene2.1 8.8 210 880ug/m31,2,4-Trimethyl-benzene7.3 31 730 3,100ug/m31,2-Dibromoethane0.041 0.2 4.1 20ug/m31,2-Dichloro-1,1,2,2-tetrafluoroethane (Freon-114)NS NS NS NSug/m31,2-Dichlorobenzene210 880 21,000 88,000ug/m31,2-Dichloroethane0.94 4.7 94 470ug/m31,2-Dichloropropane2.4 12 2,400 1,200ug/m31,3,5-TrimethylbenzeneNS NS NS NSug/m31,3-Butadiene0.81 4.1 81 410ug/m31,3-DichlorobenzeneNS NS NS NSug/m31,4-Dichlorobenzene2.2 11 220 1,100ug/m31-Ethyl-4-methyl-benzeneNS NS NS NSug/m32-Butanone5200 22000 520,000 2,200,000ug/m32-Hexanone31 130 3,100 13,000ug/m34-Methyl-2-pentanone3100 13000 310,000 1,300,000ug/m3Acetone32000 140000 3.200,000 14,000,000ug/m3Benzene3.1 16 310 1,600ug/m3Benzyl Chloride0.5 2.5 50 250ug/m3Bromodichloromethane0.66 3.3 66 330ug/m3Bromoform22 110 2,200 11,000ug/m3Carbon Disulfide730 3100 73,000 310,000ug/m3Carbon Tetrachloride4.1 20 410 2,000ug/m3Chlorobenzene52 220 5,200 22,000ug/m3Chloroethane10000 44000 1,000,000 4,400,000ug/m3Chloroform1.1 5.3 110 530ug/m3cis-1,2-DichloroetheneNS NS NS NSug/m3cis-1,3-DichloropropeneNS NS NS NSug/m3Cyclohexane6300 26000 630,000 2,600,000ug/m3Dibromochloromethane (chlorodibromomethane)0.9 4.5 90 450ug/m3Dichlorodifluoromethane (Freon-12)100 440 10,000 44,000ug/m3EthanolNS NS NS NSug/m3Ethyl AcetateNS NS NS NSug/m3Ethylbenzene9.7 49 970 4,900ug/m3HeptaneNS NS NS NSug/m3Hexachloro-1,3-butadiene1.1 5.6 110 560ug/m3Hexane730 3100 73,000 310,000ug/m3Isopropyl Alcohol7300 31000 730,000 3,100,000ug/m3m,p-XylenesNS NS NS NSug/m3Methyl Bromide5.2 22 520 2,200ug/m3Methyl Chloride94 390 9,400 39,000ug/m3Methylene Chloride52 260 5,200 26,000ug/m3Methyl-tert-butyl-ether94 470 9,400 47,000ug/m3Naphthalene0.72 3.6 72 360ug/m3o-Xylene100 440 10,000 44,000ug/m3Propene3100 13000 310,000 1,300,000ug/m3Styrene1000 4400 10,000 440,000ug/m3Tetrachloroethene4.1 21 410 2,100ug/m3TetrahydrofuranNS NS NS NSug/m3Toluene5200 22000 520,000 2,200,000ug/m3trans-1,2-Dichloroethene63 260 6,300 26,000ug/m3trans-1,3-DichloropropeneNS NS NS NSug/m3Trichloroethene2.1 8.8 210 880ug/m3Trichlorofluoromethane (Freon-11)730 3100 73,000 310,000ug/m3Vinyl Acetate210 880 21,000 88,000ug/m3Vinyl Chloride1.6 28 160 2,800ug/m3a. Per IDEM's current RCG, these values are calculated using a conservative 0.01 attenuation factor.b. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed calculated residential soil gas screening levels.Reporting UnitsIN 2012 Commercial/ Industrial Indoor Air Screening LevelsTO-15IN 2012 Residential Indoor Air Screening LevelsCalculated Commerical/Industrial Soil Gas Screening LevelsaCalculated Residential Soil Gas Screening LevelsaASGP3S ASGP4D ASGP4S ASGP5D ASGP5S ASGP6DASGP3S:A060512 ASGP4D:A060512 ASGP4S:A060512ASGP5D:A081612 ASGP5S:A081612 ASGP6D:A0816126/5/2012 6/5/2012 6/5/2012 8/16/2012 8/16/2012 8/16/2012<160 16.7 <40 <22.4 2.4 <21.5<101<6.5 <25.1 <14.1 <1.4 <13.5<79.2<5.1 <19.8 <11.1 <1.1 <10.7<230 <15 <57.6 <32.3 <3.1 <31<118 <7.7 <29.5 <16.6 <1.6 <15.9<117 <7.6 <29.2 <16.4 <1.6 <15.7<143 <9.3 <35.6 <30.5 <2.9 <29.3<144 <9.3 <36 67.3 31.6 <19.4<225 <14.6 <56.2 <31.5<3<30.3<204 <13.3 <51.1 <28.7 <2.8 <27.5<176 <11.4 <43.9 <24.6 <2.4 <23.7<59 <3.8 <14.8 <8.3 <0.8 <8<135 <8.8 <33.8 <19 <1.8 <18.2<144 <9.3 <36 <20.2 8.7 <19.4<64.8 <4.2 <16.2 <9.1 <0.87 <8.7<176 <11.4 <43.9 <24.6 <2.4 <23.7<176 <11.4 <43.9 <24.6 <2.4 <23.7<144 <9.4 <36 29.6 10 <19.4227 <5.6 129 27 40 32.4<120 <7.8 <29.9 <16.8 <1.6 <16.1<120 <7.8 <29.9 <16.8 11.8 <16.16660 34.4 524 174 285 429<46.8 <3 <11.7 <6.6 4.4 <6.3<151<9.8 <37.8 <21.2 <2 <20.4<196<12.7 <49 <27.5 <2.6 <26.4<302 <19.6 <75.6 <42.4 <4.1 <40.7<90.7 <5.9 <22.7 21 17.6 18.3<92.2 6.6 <23 13 7.9 <12.4<135 <8.8 <33.8 <19 <1.8 <18.2<77.8 <5 <19.4 <10.9 <1 <10.5<143<9.3 <35.6 <20 2.5 <19.2<117 <7.6 <29.2 <16.4 <1.6 <15.7<132 <8.6 <33.1 <18.6 <1.8 <17.8<97.9 <6.4 <24.5 <14.1 10.5 <13.6<249<16.2 <62.3 <34.9 <3.4 <33.6<145 <9.4 <36.4 <20.4 3.6 <19.61190 <3.6 <13.7 72.1 97.1 187<105 <6.8 <26.3 <14.7 <1.4 <14.2<127 <8.2 <31.7 <17.8 15.1 <17.1<120 <7.8 <29.9 <16.8 6.7 <16.1<317<20.6 <79.2 <44.4 <4.3 <42.7121 <6.7 45.5 <14.5 53.4 16.2<360 <23.4 <90 <10.1 7.8 12.6<253 <16.5 <63.4 56.6 48.8 <34.1<114 <7.4 <28.4 <16 <1.5 <15.3<60.5 <3.9 <15.1 26.5 <0.81 <8.1<102 <6.6 <25.6 <14.3 <1.4 <13.8<105 <6.8 <26.3 <14.7 <1.4 <14.2<154<10 <38.5 66.6 <2.1 <20.8<127 <8.2 <31.7 25.6 20.4 <17.1<50.4 <3.3 <12.6 <7.1 <0.68 <6.8<125 <8.1 <31.3 <17.6 <1.7 <16.919700168 34.8 26.8 51.7 14.6<86.4 <5.6 <21.6 <12.1 <1.2 <11.6188 107 3340 287 117 827<117 <7.6 <29.2 <16.4 <1.6 <15.7<132 <8.6 <33.1 <18.6 <1.8 <17.8820<5.1 <19.8 <11.1 <1.1 <10.7320 508 935 <23 5 <22.1<102 <6.6 <25.6 <14.5 <1.4 <13.9<37.4 <2.4 <9.4 <5.3 <0.5 <5HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANAPAGE 2 OF 3SEPTEMBER 2012SBI068.400.0004.XLS COMPREHENSIVE ENVIRONMENTAL SUMMARY REPORT FORMER STUDEBAKER SITEVRP SITE #6020803CITY OF SOUTH BEND, INDIANATABLE 6SUMMARY OF ON- AND OFF-SITE SOIL GAS RESULTS (ug/m3)Sample LocationSample IdentificationSample Date1,1,1-Trichloroethane5200 22000 520,000 2,200,000ug/m31,1,2,2-Tetrachloroethane0.42 2.1 42 210ug/m31,1,2-Trichlorethane0.21 0.88 21 88ug/m31,1,2-Trichloro-1,2,2-trifluoroethane (Freon-113)31000 130000 3,100,000 13,000,000ug/m31,1-Dichloroethane15 77 1,500 7,700ug/m31,1-Dichloroethene210 880 21,000 88,000ug/m31,2,4-Trichlorobenzene2.1 8.8 210 880ug/m31,2,4-Trimethyl-benzene7.3 31 730 3,100ug/m31,2-Dibromoethane0.041 0.2 4.1 20ug/m31,2-Dichloro-1,1,2,2-tetrafluoroethane (Freon-114)NS NS NS NSug/m31,2-Dichlorobenzene210 880 21,000 88,000ug/m31,2-Dichloroethane0.94 4.7 94 470ug/m31,2-Dichloropropane2.4 12 2,400 1,200ug/m31,3,5-TrimethylbenzeneNS NS NS NSug/m31,3-Butadiene0.81 4.1 81 410ug/m31,3-DichlorobenzeneNS NS NS NSug/m31,4-Dichlorobenzene2.2 11 220 1,100ug/m31-Ethyl-4-methyl-benzeneNS NS NS NSug/m32-Butanone5200 22000 520,000 2,200,000ug/m32-Hexanone31 130 3,100 13,000ug/m34-Methyl-2-pentanone3100 13000 310,000 1,300,000ug/m3Acetone32000 140000 3.200,000 14,000,000ug/m3Benzene3.1 16 310 1,600ug/m3Benzyl Chloride0.5 2.5 50 250ug/m3Bromodichloromethane0.66 3.3 66 330ug/m3Bromoform22 110 2,200 11,000ug/m3Carbon Disulfide730 3100 73,000 310,000ug/m3Carbon Tetrachloride4.1 20 410 2,000ug/m3Chlorobenzene52 220 5,200 22,000ug/m3Chloroethane10000 44000 1,000,000 4,400,000ug/m3Chloroform1.1 5.3 110 530ug/m3cis-1,2-DichloroetheneNS NS NS NSug/m3cis-1,3-DichloropropeneNS NS NS NSug/m3Cyclohexane6300 26000 630,000 2,600,000ug/m3Dibromochloromethane (chlorodibromomethane)0.9 4.5 90 450ug/m3Dichlorodifluoromethane (Freon-12)100 440 10,000 44,000ug/m3EthanolNS NS NS NSug/m3Ethyl AcetateNS NS NS NSug/m3Ethylbenzene9.7 49 970 4,900ug/m3HeptaneNS NS NS NSug/m3Hexachloro-1,3-butadiene1.1 5.6 110 560ug/m3Hexane730 3100 73,000 310,000ug/m3Isopropyl Alcohol7300 31000 730,000 3,100,000ug/m3m,p-XylenesNS NS NS NSug/m3Methyl Bromide5.2 22 520 2,200ug/m3Methyl Chloride94 390 9,400 39,000ug/m3Methylene Chloride52 260 5,200 26,000ug/m3Methyl-tert-butyl-ether94 470 9,400 47,000ug/m3Naphthalene0.72 3.6 72 360ug/m3o-Xylene100 440 10,000 44,000ug/m3Propene3100 13000 310,000 1,300,000ug/m3Styrene1000 4400 10,000 440,000ug/m3Tetrachloroethene4.1 21 410 2,100ug/m3TetrahydrofuranNS NS NS NSug/m3Toluene5200 22000 520,000 2,200,000ug/m3trans-1,2-Dichloroethene63 260 6,300 26,000ug/m3trans-1,3-DichloropropeneNS NS NS NSug/m3Trichloroethene2.1 8.8 210 880ug/m3Trichlorofluoromethane (Freon-11)730 3100 73,000 310,000ug/m3Vinyl Acetate210 880 21,000 88,000ug/m3Vinyl Chloride1.6 28 160 2,800ug/m3a. Per IDEM's current RCG, these values are calculated using a conservative 0.01 attenuation factor.b. "A" in sample identification number denotes a duplicate sample.c. Bold and highlighted results exceed calculated residential soil gas screening levels.Reporting UnitsIN 2012 Commercial/ Industrial Indoor Air Screening LevelsTO-15IN 2012 Residential Indoor Air Screening LevelsCalculated Commerical/Industrial Soil Gas Screening LevelsaCalculated Residential Soil Gas Screening LevelsaASGP6D ASGP6S ASGP7D ASGP7S ASGP8D ASGP8SASGP6D:A081612AASGP6S:A081612 ASGP7D:A081612 ASGP7S:A081612 ASGP8D:A081612 ASGP8S:A0816128/16/2012 8/16/2012 8/16/2012 8/16/2012 8/16/2012 8/16/2012<21.5 <20.8 <21.5 <20.8 <20 <20.8<13.5 <13.1 <13.5 <13.1 <12.6 <13.1<10.7 <10.3 <10.7 <10.3 <9.9 <10.3<31 <29.9 <31 <29.9 <28.8 <29.9<15.9 <15.3 <15.9 <15.3 <14.8 <15.3<15.7 <15.1 <15.7 <15.1 <14.6 <15.1<29.3 <28.2 <29.3 <28.2 <27.2 <28.2<19.4 35.8 <19.4 19.1 22.3 <18.7<30.3 <29.2 <30.3 <29.2 <28.1 <29.2<27.5 <26.6 <27.5 <26.6 <25.6 <26.6<23.7 <22.8 <23.7 <22.8 <22 <22.8<8 <7.7 <8 <7.7 <7.4 <7.7<18.2 <17.6 <18.2 <17.6 <16.9 <17.6<19.4 <18.7 <19.4 <18.7 <18 <18.7<8.7 <8.4 <8.7 <8.4 <8.1 <8.4<23.7 <22.8 <23.7 <22.8 <22 <22.8<23.7 <22.8 <23.7 <22.8 <22 <22.8<19.4 <18.7 <19.4 <18.7 <18 <18.7<11.6 17.7 22.9 28.9 44.5 66.2<16.1 <15.5 <16.1 <15.5 <14.9 <15.5<16.1 <15.5 <16.1 <15.5 18 <15.5128 407 129 228 701 759<6.3 <6.1 <6.3 <6.1 6.4 <6.1<20.4 <19.6 <20.4 <19.6 <18.9 <19.6<26.4 <25.4 <26.4 <25.4 <24.5 <25.4<40.7 <39.3 <40.7 <39.3 <37.8 <39.313.5 26.8 <12.2 <11.8 22.6 30.6<12.4 <12 <12.4 <12 12.9 63.7<18.2 <17.6 <18.2 <17.6 <16.9 <17.6<10.5 <10.1 <10.5 <10.1 <9.7 <10.1<19.2 <18.5 <19.2 <18.5 <17.8 <18.5<15.7 <15.1 <15.7 <15.1 <14.6 <15.1<17.8 <17.2 <17.8 <17.2 <16.6 <17.2<13.6 <13.1 <13.6 <13.1 <12.6 <13.1<33.6 <32.4 <33.6 <32.4 <31.1 <32.4<19.6 <18.9 <19.6 <18.9 <18.2 <18.959.5 90.8 165 73.3 316 300<14.2 <13.7 <14.2 <13.7 <13.1 <13.7<17.1 <16.5 <17.1 <16.5 16.5 <16.5<16.1 <15.5 <16.1 <15.5 <14.9 <15.5<42.7 <41.1 <42.7 <41.1 <39.6 <41.1<14 20.3 <14 <13.5 33.4 45.7<9.7 <9.4 17.4 <9.4 <9 20.837 41.5 <34.1 43 54.1 44.3<15.3 <14.8 <15.3 <14.8 <14.2 <14.8<8.1 <7.9 <8.1 <7.9 <7.6 <7.9<13.8 <13.3 <13.8 <13.3 <12.8 <13.3<14.2 <13.7 <14.2 <13.7 <13.1 <13.7<20.8 <20 <20.8 <20 <19.3 <20<17.1 19.5 <17.1 17.7 <15.8 18.1<6.8 <6.5 <6.8 <6.5 <6.3 <6.5<16.9 <16.3 <16.9 <16.3 <15.7 <16.374.6 60 14.7 25.2 <12.4 <12.9<11.6 <11.2 <11.6 <11.2 <10.8 <11.2385 688 437 756 1430 2310<15.7 <15.1 <15.7 <15.1 <14.6 <15.1<17.8 <17.2 <17.8 <17.2 <16.6 <17.2<10.7 <10.3 <10.7 <10.3 <9.9 <10.3<22.1 <21.3 <22.1 <21.3 <20.5 <21.3<13.9 <13.4 <13.9 <13.4 <12.9 <13.4<5 <4.9 <5 <4.9 <4.7 <4.9HULL & ASSOCIATES, INC.INDIANAPOLIS, INDIANAPAGE 3 OF 3SEPTEMBER 2012SBI068.400.0004.XLS FIGURES SBI068_03_Fig01_SiteLocMap.mxd Edited: 9/7/2012 By: jslifer ! Site © 2012, Hull & Associates, Inc. Produced using ArcGIS 10.0 SP1 0 1,000 2,000500 Feet 8470 Allison Pointe Blvd. Suite 120 Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070 www.hullinc.com " Indiana ³1:24,000 Site Location Map City of South Bend Comprehensive Environmental Summary Studebaker Area A South Bend, Saint Joseph County, Indiana September 2012 1 Figure Date: File Name: Source: The topographic map was acquired through the USGS Topographic Map web service. Topo quadrangle date not provided. The aerial photo in the inset was acquired through the Microsoft Virtual Earth Aerial Photogrpahy web service. Aerial photographydate not provided. Legend !Site Location PH R.R. YARDHOUSE GATE HOUSE SCALE TOOL SHEDS RAI L R O A D Y A R D GATE HOUSE NORFOLK SOUTHERN RAIL YARD ECKLER-LAHEY PARCEL NORFOLK-SOUTHERN RIGHT-OF-WAY SAMPLE STREET FRANKLIN STREETPRAIRIE AVENUECOTTER STREET S. KENDALLCHAPIN STREETSOUTH BEND LATHE (PROPERTY C)HUCKINS TOOL & DIE (PROPERTY A) UNDERGROUND PIPE AND VALVE (PROPERTY B) ALLIED PRODUCTS CORP. (PROPERTY D) MUNICIPAL SERVICES BLDG COUNTY JAIL !#!# !# !#!# %! %! %!%!%!%!%! %! %! %! %! %! %!%! %!%! %! %! %! %! %! %!%!%! %! %! %! %!%! !#!# !#!#!# !#!#!# !# !# !# !# !# !# !# !# !# %! %! %! %! %! %! %! %! %! %! %! %!%! %! %! %! %!%! %!%! %! %! %! %! %! %! %! %!%! %!%!%!%!%!%! %!%! !# %! !# !# !# !# !#!# !# !#!# !# !#!# !# !# !# !# !# !# !# !#!#!# !# !# !# !# !# !# !# !# !# !# !# !# !# !# !# !# %! !# !#!# !# !# !# !# !#!#!#!# !#!#!#!#!#!#!# !# !#!# !#!#!#!#!# !#!#!#!#!# %!%! %! %! %! %! %! %! %! %! =%=% =%=% =% =%=%=% =% =% =% =%=%=%=% =% =% =%=%=% =% =% =%=% =% =% =% 2>2> 2> 2> 2> 2> 2> 2> 2> 2>2>2> 2>2> 2> 2> 2> 2>2> $#$#$#$#$#$#$#$#$#$#$#$#$#$# $#$#$#$#$#$#$#$#$#$#$#$#$# $#$#$#$#$#$#$#$#$#$#$#$#$#$#$#$# $# $# $#$#$#$#$#$# $#$#$#$#$#$#$#$# $# $#$# $#$# $# $#$#$# $#$# $# $#$#$#$#$#$#$#$#$#$#$# $#$#$#$#$#$#$#$#$# $#$#$#$#$#$#$#$#$#$#$# $#$#$#$#$#$#$# $#$#$#$#$#$#$#$# $#$#$#$#$#$#$#$#$#$#$#$#$#$#$#$#$# $# """ """""" """ """ " " " """!(!( !( !( !(!(!(!( SB-C2 SB-C1 SB-G1 SB-G2 SB-Y1 SB-Y2 SB-H2 SB-H3 SB-H4SB-H5 SB-H6 SB-H7 SB-H8 SB-M1 SB-M3 SB-U2 SB-U1 SB-X1 SB-X2 SB-T1SB-T2SB-T3SB-P1SB-L4SB-L2SB-L1SB-F8SB-F7SB-F6SB-F5SB-F4SB-F3 SB-E1 SB-E2 SB-E3 SB-E4 SB-E5 SB-E6 SB-K1 SB-K2 SB-K3 SB-O1 SB-S1 SB-R1SB-R2SB-N1SB-J4SB-J3SB-J2SB-D6 SB-D5SB-D4SB-D3SB-D2SB-D1SB-A1 SB-SS3 SB-SS2 SB-SS1 SB-SA3SB-SA2 SB-SA1 SB-U3/U4 DUP SB-L3/L5 DUP SB-A2/A3 DUP SB-S2/S3 DUP SB-H1(MS/MSD) SB-J1/J5 DUP (MS/MSD) AMW-8IAMW-8S AMW-7SAMW-7I AMW-6I AMW-6S AMW-5D AMW-5IAMW-5S AMW-4DAMW-4I AMW-4S AMW-3DAMW-3I AMW-3S AMW-2SAMW-2I AMW-2D AMW-1DAMW-1I AMW-1S B-5 B-8B-7 B-6B-4B-3 B-1 B-2 TB-3 TB-4 TB-2 TB-1 TB-7 TB-8 TB-6 TB-6 TB-10 2-1 3-1 5-47-1 4A-2 4C-2 4B-1 MW-4 MW-3 MW-1S MW-1D MW-8S MW-6SMW-7I MW-2S MW-25S MW-14S MW-28SMW-28D MW-24D MW-11D MW-15DMW-11S MW-13I MW-23D MW-21S/D MW-12S/I MW-21D??? TB-5/MW-23ITB-12/MW-25D TB-11/MW-13S TB-9/MW-10S/I 3-3 3-2 2-25-3 6-1 5-1 6-2 5-2 4C-14B-2 4A-1 HP-2 HP-1 TP-5 TP-2 TP-6 TP-4 TP-3 TP-1 HMW-9D HMW-8D HMW-1D HMW-23D HMW-24DHMW-13D HMW-15D HMW-17D HMW-11D HMW-16D HMW-19D HMW-32DHMW-31DHMW-30DHMW-29D HMW-28D HMW-12D HMW-1SHMW-1I HMW-8SHMW-8I HMW-9IHMW-9S HMW-7S HMW-2S HMW-32IHMW-31I HMW-31SHMW-30I HMW-29IHMW-28S HMW-26SHMW-25S HMW-18S HMW-27S HMW-23S HMW-19S HMW-12S HMW-11I HMW-10S HMW-20S HMW-15S HMW-34S HMW-14S HMW-35S HMW-13S HMW-4S GB-8 GB-5 GB-4 GB-3 GB-1 GB-9 GB-36 GB-23 GB-15 GB-24 GB-25 GB-14 GB-13 GB-12GB-10 GB-11 GB-35 GB-34 GB-28 GB-37 GB-20 GB-21 GB-17GB-18 GB-22 GB-16 GB-29 GB-31 GB-2 HA-1 HA-2 SB-6 SB-5 SB-4 SB-3 SB-2 GS-2 GS-3 HSB-6HSB-01 HSB-15HSB-14 HSB-11 SB-9SB-8 SB-6 SB-7 SB-13SB-30SB-36 SB-35 SB-12 SB-29SB-16 SB-31 SB-17 SB-34SB-33 SB-18 SB-27 SB-28 SB-26 SB-25SB-22SB-24 SB-21 SB-37 SB-14 SB-20 SB-15 SB-10 SB-32 SB-11 SB-23 EP-4 EP-8 EP-1 EP-7 EP-3 EP-2 EP-9 EP-21 EP-20 EP-22EP-24 EP-23 EP-15 EP-18EP-14 EP-12 EP-17EP-13 EP-11EP-10 EP-19 FORMER STUDEBAKERENGINEERING (BUILDING 92) ASGP-5 ASGP-1 ASGP-2 ASGP-4 ASGP-3 ASGP-8 ASGP-7 ASGP-6 Produced using ArcGIS 9.3.1 SP1 and EnviroSpase 2008 ³ Legend Project Boundaries Property Line Building Former Building Roads Railroad - Removed Tanks Tunnel Area A - Pre-2002 Assessments !#7/1992 Soil Borings and Monitoring Wells Installed by EIS (B-#) %!5/1995 Monitoring Wells Installed by APT, Inc. (TB-#,MW-#S/D) !#5/1995 Soil Borings Installed by APT, Inc. (HP-#) %!Direct-Push Groundwater Sampling Location (HP-#) Area A - Hull Soil Borings and Monitoring Wells %!Deep Monitoring Well Locations (HMW-#D) %!Monitoring Well Nest Locations, S=Shallow, I=Intermediate (HMW-#S/I) !#Soil Boring to 4 Feet (GB-#) !#Soil Boring to 25 Feet (SB-#) !#Grab Sample Locations (GS-#) !#Soil Boring (July 2003) Norfolk Southern Phase II ESA Sampling Locations !#Shallow Soil Boring (HSB-#) !#Shallow Soil Boring/Groundwater Sampling (HSB-#) !#Groundwater Sampling (HSB-#) Weaver-Boos Sample Locations 2>Approximate Core Location with Core Only (March 2008 through August 2009) 2>Approximate Core Location with Boring (March 2008 through August 2009) =%Approximate Location of Exploratory Pit (February 2010) =%Approximate Location of Test Pit (February 2010) $#Weaver Boos (SB-A#) Hucking/S.B. Lathe Soil Borings Area A - 6/2012 Groundwater and Soil Gas Sampling Locations( "Monitoring Well Nest Locations, S=Shallow, I=Intermediate (AMW-#S/I/D) !(Soil Gas Sampling Locations Figure File Name: 8470 Allison Pointe Blvd.Suite 120Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070www.hullinc.com 0 150 30075 Feet1:1,800 © 2010, Hull & Associates, Inc. Geodatabase: Site Plan and HistoricalSample Locations 3 SBI068_03_Fig03_SampLocs.mxd Edited: 9/10/2012 By: jslifer September 2012 SBI068.mdb $# $#$# $#$# $# $# $#$#$# $#$# $# $# $# $# $#SB/B-7B-S15 SB/B-7B-S09 SB/B-7B-S08 SB/B-7B-S03 SB/B-7B-S02 SB/B-7B-S07 SB/B-7B-S01 SB/B-7B-S13 SB/B-7B-S00SB/B-7B-S14 SB/B-7B-S10 SB/B-7B-S04 SB/B-7B-S05 SB/B-7B-S11 SB/B-7B-S06 SB/B-7B-S12 SB/B-7B-S16 $# $# $#$#$# $#$# $#$# SB-M2 SB/CSTSC-S08 SB/CSTSC-S07 SB/CSTSC-S05 SB/CSTSC-S06 SB/CSTSC-S01 SB/CSTSC-S02SB/CSTSC-S03 SB/CSTSC-S04 1 inch = 10 feet 1 inch = 10 feet 2> $# $# $# $#$# $#$#$# $#$#$#SB/72A-S04 SB/72A-S01SB/72A-S09 SB/72A-S07 SB/72A-S02 SB/72A-S10 SB/72A-S11 SB/72A-S08 SB/72A-S05 SB/72A-S03 7-2 %! %! !# $#$# $# $# $# $#$#$# $# $# $#SB/B1-S01 SB/B1-S06 SB/B1-S04 SB/B1-S09 SB/B1-S02 SB/B1-S10 SB/B1-S08SB/B1-S03 SB/B1-S11 SB/B1-S05 SB/B1-S07 HMW-6D HMW-6S SB-1 1 inch = 10 feet 1 inch = 10 feet %! $# $#$# $# $#$#$# $#$# $# $#SB/B2-S11 SB/B2-S05 SB/B2-S10 SB/B2-S02 SB/B2-S01 SB/B2-S09 SB/B2-S06 SB/B2-S04 SB/B2-S03 SB/B2-S08 SB/B2-S07 HMW-5S 1 inch = 10 feet %! $# $# $# $# $#$# $#SB/B12-S06 SB/B12-S08 SB/B12-S02 SB/B12-S01 SB/B12-S07 SB/B12-S04 SB/B12-S05 HMW-3S 1 inch = 10 feet Comprehensive Environmental SummaryStudebaker Area A South Bend, Saint Joseph County, Indiana PH R.R. YARDHOUSE GATE HOUSE SCALE TOOL SHEDS R A I LR OAD YAR D GATE HOUSE NORFOLK SOUTHERN RAIL YARD ECKLER-LAHEY PARCEL NORFOLK-SOUTHERN RIGHT-OF-WAY SAMPLE STREET FRANKLIN STREETPRAIRIE AVENUECOTTER STREET S. KENDALLCHAPIN STREETSOUTH BEND LATHE (PROPERTY C)HUCKINS TOOL & DIE (PROPERTY A) UNDERGROUND PIPE AND VALVE (PROPERTY B) ALLIED PRODUCTS CORP. (PROPERTY D) MUNICIPAL SERVICES BLDG COUNTY JAIL " "" " " " " " " " " "" " " " " " """ " HTB8I 4/23/2012Tetrachloroethene 71 HTB9I 4/18/2012Tetrachloroethene 6.5 HTB5S 4/20/2012 4/20/2012(DUP)Trichloroethene 6.4 5.8 HTB1S 4/17/2012 4/17/2012(DUP)Trichloroethene 5.5 ND HTB15I 4/23/2012Tetrachloroethene 616 HTB13D 4/24/2012Tetrachloroethene 138 HTB13I 4/24/2012 4/24/2012(DUP)Tetrachloroethene 447 579 HTB11S 4/24/2012Tetrachloroethene 6.9 HTB8D 4/23/2012Tetrachloroethene 15.9 HTB8S 4/23/2012Tetrachloroethene 77.6 HTB15D 4/23/2012Tetrachloroethene 95.3 HTB13S 4/24/2012Tetrachloroethene 40.9 HTB12D 4/23/2012Tetrachloroethene 23.4 HTB12I 4/23/2012Trichloroethene 10.3 HTB21D 4/18/2012cis-1,2-Dichloroethene 115Trichloroethene 6.4 HTB16I 4/24/2012Tetrachloroethene 206Trichloroethene 9.2 HTB21I 4/18/2012Tetrachloroethene 102Trichloroethene 16.2 HTB21S 4/18/2012Tetrachloroethene 82.8Trichloroethene 7.5 HTB16S 4/24/2012Tetrachloroethene 20.1Trichloroethene 54.1 HTB9D 4/18/2012 ND HTB9S 4/18/2012 ND HTB6I 4/19/2012 ND HTB6S 4/19/2012 ND HTB3S 4/17/2012 ND HTB1I 4/17/2012 ND HTB19D 4/17/2012 ND HTB19I 4/17/2012 ND HTB19S 4/17/2012 ND HTB18D 4/19/2012 ND HTB18I 4/19/2012 ND HTB18S 4/19/2012 ND HTB14D 4/20/2012 ND HTB14I 4/20/2012 ND HTB14S 4/20/2012 ND HTB12S 4/23/2012 4/23/2012(DUP) ND ND HTB10D 4/23/2012 ND HTB10I 4/23/2012 ND HTB11I 4/24/2012 ND HTB11D 4/24/2012 ND HTB3I 4/17/2012 ND HTB4S 4/18/2012 ND HTB4I 4/18/2012 ND HTB20S 4/18/2012Tetrachloroethene 38.8 HTB20D 4/18/2012Tetrachloroethene 8.6Trichloroethene 8 HTB22S 4/24/2012Tetrachloroethene 53.2 HTB22I 4/24/2012Tetrachloroethene 1350 HTB17S 4/19/2012Trichloroethene 8.2 HTB17I 4/19/2012Trichloroethene 7.3 HTB20I 4/18/2012 4/18/2012(DUP)Vinyl Chloride 6.7 6.1 HTB22D 4/24/2012Tetrachloroethene 970 HTB2S 4/17/2012Trichloroethene 7.4 HTB2I 4/17/2012Trichloroethene 7.5 HTB5I 4/20/2012Trichloroethene 6.4 HTB7S 4/19/2012 4/19/2012(DUP)Trichloroethene ND 7.9 HTB7I 4/19/2012Trichloroethene 5.2 HTB15S 4/23/2012Tetrachloroethene 76 HTB10S 4/23/2012Tetrachloroethene 8 HTB16D 4/24/2012Tetrachloroethene 6 HTB8 HTB7 HTB6 HTB5 HTB3HTB2 HTB1 HTB21HTB20HTB19 HTB18 HTB17 HTB15 HTB14 HTB13HTB12 HTB10 HTB9 HTB4 HTB22 HTB16 HTB11 Produced using ArcGIS 9.3.1 SP1 and EnviroSpase 2008 ³ Legend Project Boundaries Property Line Building Former Building Roads Railroad - Removed Tanks Tunnel Temporary Sample Locations "Shallow & Intermediate Only "Shallow, Intermediate and Deep Figure File Name: 8470 Allison Pointe Blvd.Suite 120Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070www.hullinc.com 0 150 30075 Feet1:1,800 © 2010, Hull & Associates, Inc. Geodatabase: Comprehensive Environmental SummaryStudebaker Area A South Bend, Saint Joseph County, Indiana 5 SBI068_03_Fig05_DtctVOCs.mxd Edited: 9/7/2012 By: jslifer September 2012 SBI068.mdb Note:Results shown in red exceed 1996 VRPTier II Residential Cleanup Goals. Summary of Detected VOCsfrom Temporary Sampling Points PH R.R. YARDHOUSE GATE HOUSE SCALE TOOL SHEDS R A I LR OAD YAR D GATE HOUSE NORFOLK SOUTHERN RAIL YARD ECKLER-LAHEY PARCEL NORFOLK-SOUTHERN RIGHT-OF-WAY SAMPLE STREET FRANKLIN STREETPRAIRIE AVENUECOTTER STREET S. KENDALLCHAPIN STREETSOUTH BEND LATHE (PROPERTY C)HUCKINS TOOL & DIE (PROPERTY A) UNDERGROUND PIPE AND VALVE (PROPERTY B) ALLIED PRODUCTS CORP. (PROPERTY D) MUNICIPAL SERVICES BLDG COUNTY JAIL " "" " " " " " " " " "" " " " " " """ " HTB10S 4/23/2012 ND HTB12S 4/23/2012 4/23/2012(DUP) ND ND HTB12I 4/23/2012 ND HTB18S 4/19/2012 ND HTB18D 4/19/2012 ND HTB1S 4/17/2012 4/17/2012(DUP) ND ND HTB1I 4/17/2012 ND HTB3S 4/17/2012 ND HTB5S 4/20/2012 4/20/2012(DUP) ND ND HTB6S 4/19/2012 ND HTB6I 4/19/2012 ND HTB8S 4/23/2012 ND HTB8I 4/23/2012 ND HTB8D 4/23/2012 4/23/2012(DUP) ND ND HTB17S 4/19/2012 ND HTB17I 4/19/2012 ND HTB2S 4/17/2012 ND HTB2I 4/17/2012 ND HTB3I 4/17/2012 ND HTB4S 4/18/2012 ND HTB5I 4/20/2012 ND HTB7S 4/19/2012 4/19/2012(DUP) ND ND HTB7I 4/19/2012 ND HTB10D 4/23/2012Arsenic 120Lead 110 HTB9D 4/18/2012 4/18/2012(DUP)Arsenic 120 100Lead 64 58 HTB9I 4/18/2012Arsenic 36Lead 20 HTB10I 4/23/2012Arsenic 18 HTB12D 4/23/2012Arsenic 45 HTB9S 4/18/2012Arsenic 27 HTB18I 4/19/2012 4/19/2012(DUP)Benzo(a)anthracene ND 0.12Dibenz(a,h)anthracene ND 0.13 HTB4I 4/18/2012Arsenic 28Lead 26 HTB9 HTB8 HTB7 HTB6 HTB5 HTB4 HTB3HTB2 HTB21HTB20HTB19 HTB18 HTB17 HTB16 HTB15 HTB14 HTB13HTB12 HTB10 HTB1 HTB22 HTB11 Produced using ArcGIS 9.3.1 SP1 and EnviroSpase 2008 ³ Legend Project Boundaries Property Line Building Former Building Roads Railroad - Removed Tanks Tunnel Temporary Sample Locations "Shallow & Intermediate Only "Shallow, Intermediate and Deep Figure File Name: 8470 Allison Pointe Blvd.Suite 120Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070www.hullinc.com 0 150 30075 Feet1:1,800 © 2010, Hull & Associates, Inc. Geodatabase: Comprehensive Environmental SummaryStudebaker Area A South Bend, Saint Joseph County, Indiana 6 SBI058_A_Fig01_SampLocs.mxd Edited: 9/7/2012 By: jslifer September 2012 SBI068.mdb Summary of Detected Metals, PCBs andSVOCs from Temporary Sampling Points Note:Results shown in red exceed 1996 VRPTier II Residential Cleanup Goals. PH R.R. YARDHOUSE GATE HOUSE SCALE TOOL SHEDS R A I L R O A D Y A R D GATE HOUSE NORFOLK SOUTHERN RAIL YARD ECKLER-LAHEY PARCEL NORFOLK-SOUTHERN RIGHT-OF-WAY SAMPLE STREET FRANKLIN STREETPRAIRIE AVENUECOTTER STREET S. KENDALLCHAPIN STREETSOUTH BEND LATHE (PROPERTY C)HUCKINS TOOL & DIE (PROPERTY A) UNDERGROUND PIPE AND VALVE (PROPERTY B) ALLIED PRODUCTS CORP. (PROPERTY D) MUNICIPAL SERVICES BLDG COUNTY JAIL """ """""" """ """ " " " """ AMW1S 6/6/2012 ______________________________ Tetrachloroethene 1080 AMW1I 6/6/2012 6/6/2012(A) _________________________________________ Tetrachloroethene 1540 1540 AMW1D 6/6/2012 ______________________________ Tetrachloroethene 179 AMW2D 6/7/2012 ______________________________ Tetrachloroethene 851 AMW2I 6/7/2012 6/7/2012(A) _________________________________________ Tetrachloroethene 596 581 AMW2S 6/7/2012 ______________________________ Tetrachloroethene 499 AMW5I 6/5/2012 ______________________________ Tetrachloroethene 123 AMW5D 6/5/2012 ______________________________ Tetrachloroethene 73.9 AMW7I 6/5/2012 ______________________________ Tetrachloroethene 92.5 Trichloroethene 11.1 AMW7S 6/5/2012 ______________________________ Tetrachloroethene 71.5 Trichloroethene 6.2 AMW5S 6/5/2012 ______________________________ Tetrachloroethene 15.3 AMW8I 6/5/2012 ______________________________ Tetrachloroethene 8.8 AMW8S 6/5/2012 ______________________________ Tetrachloroethene 7.6 AMW3I 6/6/2012 ______________________________ Tetrachloroethene 43 AMW3D 6/6/2012 ______________________________ Tetrachloroethene 31.3 AMW-8S AMW-7S AMW-7I AMW-6I AMW-8I AMW-6S AMW-5DAMW-5I AMW-4DAMW-4I AMW-4S AMW-3D AMW-3I AMW-3SAMW-2S AMW-2I AMW-1D AMW-1I AMW-5S AMW-2D AMW-1S Produced using ArcGIS 9.3.1 SP1 and EnviroSpase 2008 ³ Legend Project Boundaries Property Line Building Former Building Roads Railroad - Removed Tanks Tunnel Area A - 6/2012 Groundwater and Soil Gas Sampling Locations( "Monitoring Well Nest Locations, S=Shallow, I=Intermediate, D=Deep (AMW-#S/I/D) Figure File Name: 8470 Allison Pointe Blvd.Suite 120Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070www.hullinc.com 0 120 24060 Feet1:1,440 © 2010, Hull & Associates, Inc. Geodatabase: VOC Detections Exceeding1996 VRP Residential Standards Comprehensive Environmental SummaryStudebaker Area A South Bend, Saint Joseph County, Indiana 7 SBI068_03_Fig07_VOCsGW.mxd Edited: 9/7/2012 By: jslifer September 2012 SBI068.mdb Note:Results shown in red exceed 1996VRP Tier II Residential Cleanup PH R.R. YARDHOUSE GATE HOUSE SCALE TOOL SHEDS RAILROAD YARD GATE HOUSE NORFOLK SOUTHERN RAIL YARD ECKLER-LAHEY PARCEL NORFOLK-SOUTHERN RIGHT-OF-WAY SAMPLE STREET FRANKLIN STREETPRAIRIE AVENUECOTTER STREET S. KENDALLCHAPIN STREETSOUTH BEND LATHE (PROPERTY C)HUCKINS TOOL & DIE (PROPERTY A) UNDERGROUND PIPE AND VALVE (PROPERTY B) ALLIED PRODUCTS CORP. (PROPERTY D) MUNICIPAL SERVICES BLDG COUNTY JAIL " "" " " " "" 707 708 706 705 704 703 709 AMW-2S708.3 AMW-8S703.11 AMW-7S702.17 AMW-6S702.82 AMW-5S705.79 AMW-4S707.89 AMW-3S707.67 AMW-1S709.97 Produced using ArcGIS 10.0 SP1 LegendProject Boundaries "Monitoring Well Nest Locations, S=Shallow,I=Intermediate (AMW-#S/I/D)Property LineBuildingFormer BuildingRoadsRailroad - RemovedTanksTunnelPotentiometric ContoursCalculatedFlow Direction Piezometer Surface MapShallow Wells - 6/5/12 Comprehensive Environmental SummaryStudebaker Area A South Bend, Saint Joseph County, Indiana 8Figure September 2012 8470 Allison Pointe Blvd.Suite 120Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070www.hullinc.com © 2012, Hull & Associates, Inc. File Name: SBI068_03_Fig08_PSM060512S.mxdGeodatabase:SBI068.mdb 0 150 30075Feet 1:3,600 ³ Edited: 9/7/2012 By: jslifer PH R.R. YARDHOUSE GATE HOUSE SCALE TOOL SHEDS RAILROAD YARD GATE HOUSE NORFOLK SOUTHERN RAIL YARD ECKLER-LAHEY PARCEL NORFOLK-SOUTHERN RIGHT-OF-WAY SAMPLE STREET FRANKLIN STREETPRAIRIE AVENUECOTTER STREET S. KENDALLCHAPIN STREETSOUTH BEND LATHE (PROPERTY C)HUCKINS TOOL & DIE (PROPERTY A) UNDERGROUND PIPE AND VALVE (PROPERTY B) ALLIED PRODUCTS CORP. (PROPERTY D) MUNICIPAL SERVICES BLDG COUNTY JAIL " "" " " " "" 707 708 706 705 704 703 709 AMW-5I705.8 AMW-8I703.08 AMW-7I702.67 AMW-6I702.81 AMW-4I707.88 AMW-3I707.66AMW-2I708.32 AMW-1I709.96 Produced using ArcGIS 10.0 SP1 LegendProject Boundaries "Monitoring Well Nest Locations, S=Shallow,I=Intermediate (AMW-#S/I/D)Property LineBuildingFormer BuildingRoadsRailroad - RemovedTanksTunnelPotentiometric ContoursCalculatedFlow Direction Piezometer Surface MapIntermediate Wells - 6/5/12 Comprehensive Environmental SummaryStudebaker Area A South Bend, Saint Joseph County, Indiana 9Figure September 2012 8470 Allison Pointe Blvd.Suite 120Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070www.hullinc.com © 2012, Hull & Associates, Inc. File Name: SBI068_03_Fig09_PSM060512I.mxdGeodatabase:SBI068.mdb 0 150 30075Feet 1:3,600 ³ Edited: 9/7/2012 By: jslifer PH R.R. YARDHOUSE GATE HOUSE SCALE TOOL SHEDS RAI LR O AD YA R D GATE HOUSE NORFOLK SOUTHERN RAIL YARD ECKLER-LAHEY PARCEL NORFOLK-SOUTHERN RIGHT-OF-WAY SAMPLE STREET FRANKLIN STREETPRAIRIE AVENUECOTTER STREET S. KENDALLCHAPIN STREETSOUTH BEND LATHE (PROPERTY C)HUCKINS TOOL & DIE (PROPERTY A) UNDERGROUND PIPE AND VALVE (PROPERTY B) ALLIED PRODUCTS CORP. (PROPERTY D) MUNICIPAL SERVICES BLDG COUNTY JAIL !(!( !( !( !(!(!(!(ASGP-8 ASGP-5 ASGP-1 ASGP-2 ASGP-4 ASGP-3 ASGP-7 ASGP-6 Produced using ArcGIS 9.3.1 SP1 and EnviroSpase 2008 ³ Legend Project Boundaries Property Line Building Former Building Roads Railroad - Removed Tanks Tunnel !(Soil Gas Sampling Locations Figure File Name: 8470 Allison Pointe Blvd.Suite 120Indianapolis, IN 46250 Phone: (800) 241-7173 Fax: (614) 793.9070www.hullinc.com 0 150 30075 Feet1:1,800 © 2010, Hull & Associates, Inc. Geodatabase: Comprehensive Environmental SummaryStudebaker Area A South Bend, Saint Joseph County, Indiana 10 SBI068_03_Fig10_SoilGasRslts.mxd Edited: 9/7/2012 By: jslifer September 2012 SBI068.mdb Note:Results shown in red exceed the CalculatedResidential Soil Gas Screening Levels. ASGP2S 6/5/2012Tetrachloroethene 477 ASGP3S 6/5/2012 Tetrachloroethene 19700Trichloroethene 820 ASGP3D 6/5/2012 6/5/2012 (DUP)Tetrachloroethene 2610 7100Trichloroethene 775 Summary of On- and Off-SiteSoil Gas Sampling Results APPENDICES 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA05:S005020 and SBI060:HSBSA05:S170181 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 24.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA05 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.8 5.0/3.5 5.0/3.3 5.0/3.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 DP4//SS7 PID/FID (ppm)0.1 0.3 0.1 0.0 0.0 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 3.8 - Loose dark brown medium grain SAND & GRAVEL, dry. 5.0 to 8.5 - Loose brown medium grain SAND, few gravel, dry. 10.0 to 13.3 - Same As Above (SAA) 15.0 to 18.1 - SAA 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA05:S005020 and SBI060:HSBSA05:S170181 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 24.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA05 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample Recovery5.0/2.3 Sampler Type/Sample NumberDP4/SS8 DP5/SS9 PID/FID (ppm)0.0 0.0 Blow Count(6"-6"-6"-6")NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 24.0 - SAA, wet @ 20.0 End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A01.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:72A01:S005020 and SBI060:HSB72A01:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A01 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.6 5.0/3.0 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining 2-4'. 5.0 to 8.6 - Same As Above (SAA): staining 6.5 - 7.0' 10.0 to 12.0 - SAA, brown and black. 12.0 to 13.0 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A02.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB72A02:S005020 and SBI060:HSB72A02:S020042 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A02 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.7 5.0/3.4 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.1 0.0 0.0 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, stained black. 5.0 to 8.7 - Loose brown medium grain SAND & GRAVEL, slightly moist. 10.0 to 13.4 - Same As Above (SAA) End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A03.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:72A03:S005020 and SBI060:HSB72A03:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A03 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.0 5.0/3.4 5.0/3.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.1 0.0 0.2 0.0 0.1 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.0 - Loose brown and black medium grain SAND & GRAVEL, dry. 5.0 to 8.7 - Same As Above (SAA) 10.0 to 13.1 - Loose brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A04.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:72A04:S005020 and SBI060:HSB72A04:S020042 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A04 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/2.7 5.0/3.0 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.0 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown and black medium grain SAND & GRAVEL, slightly moist to dry, crushed brick @ 3.2', possible staining 2-4'. 5.0 to 7.7 - Loose brown medium grain SAND & GRAVEL, dry. 10.0 to 13.0 - Same As Above (SAA) End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB72A05:S005020 and SBI060:HSB72A05:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A05 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.0 5.0/2.8 5.0/3.2 5.0/4.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP4/SS6 PID/FID (ppm)0.0 0.1 0.1 0.1 NA NA Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 3.0 - Loose dark brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 7.8 - Same As Above (SAA): brown @ 7.6', possible staining 5-7'. 10.0 to 13.2 - Loose brown to light brown medium grain SAND & GRAVEL, dry. 15.0 to 19.2 - Loose light brown medium to coarse grain SAND & GRAVEL, wet @ 18.5'. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-72A05.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB72A05:S005020 and SBI060:HSB72A05:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-72A05 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0101.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSB0101:S005020 and SBI060:HSB0101:S020041 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-0101 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.8 5.0/3.6 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.2 0.1 0.2 0.1 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 TO 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose brown to dark brown medium grain SOIL & GRAVEL, slightly moist, staining possible 3-4'. 5.0 to 8.5 - Same As Above (SAA). 10.0 to 13.6 - Loose light brown medium grain SOIL & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0102.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO102:S005020 and SBI060:HSBO102:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O102 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.1 5.0/3.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.0 0.3 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.1 - Same As Above (SAA): staining 5-7' 10.0 to 13.2 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0104.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO104:S005020 and SBI060:HSBO104:S050070 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O104 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.8 5.0/3.5 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.3 0.2 0.1 0.1 0.0 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.8 - Same As Above (SAA) : possible staining 5-7' 10.0 to 13.5 - Loose light brown medium grain SAND & GRAVEL, dry. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO105:S005020 and SBI060:HSBO105:S017020 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O105 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.8 5.0/3.3 5.0/3.7 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP2/SS5 DP3/SS6 DP3/SS7 DP4/SS8 PID/FID (ppm)0.2 0.7 0.2 0.3 0.5 0.3 0.2 0.3 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - FILL/ROOTS/TOPSOIL 0.5 to 4.1 - Loose brown medium grain SAND & GRAVEL, slightly moist, trace silty clay. 5.0 to 8.8 - Same As Above (SAA): dark brown. 10.0 to 10.9 SAA 10.9 to 12.7 - Loose brown medium to coarse grain SAND & GRAVEL, slightly moist. 12.7 to 13.3 - Loose brown medium to coarse grain SAND, few gravel, slightly moist. 15.0 to 18.7 - Loose brown medium grain SOIL & GRAVEL, slightly moist. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-0105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO105:S005020 and SBI060:HSBO105:S017020 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O105 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberDP4/SS9 PID/FID (ppm)0.2 Blow Count(6"-6"-6"-6")NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B101.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB101:S005020 and SBI060:HSBB101:S070080 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B101 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.3 5.0/3.0 5.0/2.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 PID/FID (ppm)0.0 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.3 - Loose brown and black SAND & GRAVEL, stained, slightly moist. 5.0 to 8.0 - Same As Above (SAA): stained. 10.0 to 10.9 - Loose brown medium grain SAND. 10.9 to 11.4 - Crushed CONCRETE. 11.4 to 12.2 - Loose brown medium grain SOIL & GRAVEL, slightly moist to dry. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B102.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB102:S005020 and SBI060:HSBB102:S100114 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B102 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.6 5.0/2.6 5.0/3.2 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.1 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.6 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, staining @ 2-4'. 5.0 to 8.0 - Same As Above (SAA): stained thoughout, slight petroleum odor. 10.0 to 11.4 - SAA, dark stained. 11.4 to 13.2 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B103.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB103:S005020 and SBI060:HSBB103:S100112 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B103 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.8 5.0/2.5 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.3 0.0 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, odor and staining @ 2-4'. 5.0 to 8.8 - Same As Above (SAA): dark stained, petroleum odor. 10.0 to 11.2 - Loose brown and black medium grain SAND, strong petroleum odor, very moist, very stained. 11.2 to 11.4 - Crushed CONCRETE. 11.4 to 12.5 - Loose brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B104.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB104:S005020 and SBI060:HSBB104:S020035 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B104 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.5 5.0/3.2 5.0/2.0 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 PID/FID (ppm)0.0 0.0 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 3.5 - Loose brown and black medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.2 - Loose light brown medium grain SAND, slightly moist. 10.0 to 12.0 - Same As Above (SAA) End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB105:S005020 and SBI060:HSBB105:S020041 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0 S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B105 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/4.0 5.0/2.2 5.0/3.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 DP4/SS7 PID/FID (ppm)0.1 0.0 0.2 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.1 - Loose brown and black medium grain SAND, moist, staining @ 2-4'. 5.0 to 8.0 - Loose brown medium grain SAND, slightly moist. 10.0 to 12.2 - Same As Above (SAA) 15.0 to 18.1 - Loose medium grain SAND & GRAVEL, wet @ 17.5'. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B105.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB105:S005020 and SBI060:HSBB105:S020041 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0 S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B105 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberDP4/SS8 PID/FID (ppm)0.0 Blow Count(6"-6"-6"-6")NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B106.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB106:S005020 and SBI060:HSBB106:S020042 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B106 (Page 1 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.2 5.0/3.6 5.0/2.3 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 DP4/SS7 PID/FID (ppm)0.1 0.2 0.3 0.1 0.0 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist, crushed concrete. 5.0 to 8.2 - Loose light brown medium grain SAND, slightly moist. 10.0 to 13.0 - Loose light brown medium grain SAND, dry. 13.0 to 15.0 - Loose brown medium grain SAND & GRAVEL, dry. 15.0 to 17.3 - Loose brown medium grain SAND & GRAVEL, dry, wet @ 17'. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B106.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB106:S005020 and SBI060:HSBB106:S020042 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 20.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B106 (Page 2 of 2) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample RecoverySampler Type/Sample NumberDP4/SS8 PID/FID (ppm)0.0 Blow Count(6"-6"-6"-6")NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B107.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB107:S005020 and SBI060:HSBB107:S100120 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B107 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.0 5.0/3.5 5.0/4.3 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 4.2 - Loose brown and black medium grain SAND & GRAVEL, slightly moist. 5.0 to 7.0 - Loose light brown medium grain SAND, dry. 10.0 to 14.3 - Same As Above (SAA). End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-B108.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBB108:S005020 and SBI060:HSBB108:S100120 were sent to laboratory for analysis. Date Started : 08/20/2010 Date Completed : 08/20/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-B108 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.8 5.0/3.8 5.0/4.1 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL 0.5 to 3.8 - Loose brown medium grain SAND & GRAVEL, slightly moist. 5.0 to 8.8 - Loose light brown medium grain SAND, slightly moist to dry. 10.0 to 14.1 - Same As Above (SAA). End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-O101.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBO101:S005020 and SBI060:HSBO101:S020041 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-O101 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.8 5.0/3.6 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.2 0.1 0.2 0.1 0.1 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 TO 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose brown to dark brown medium grain SOIL & GRAVEL, slightly moist, staining possible 3-4'. 5.0 to 8.5 - Same As Above (SAA). 10.0 to 13.6 - Loose light brown medium grain SOIL & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA01.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA01:S005020 and SBI060:HSBSA01:S020040 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA01 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.0 5.0/3.2 5.0/3.4 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.0 0.1 0.2 0.1 0.0 0.1 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.0 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining 2-4'. 5.0 to 8.2 - Same As Above (SAA): grades to brown @ 7'. 10.0 to 13.4 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA02.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA02:S005020 and SBI060:HSBSA02:S020041 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA02 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.1 5.0/3.2 5.0/2.5 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.6 0.1 0.0 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.1 - Loose dark brown medium grain SAND & GRAVEL, dry, odor and staining 2-4'. 5.0 to 8.2 - Same As Above (SAA): grades to light brown @ 6.5'. 10.0 to 12.5 - Loose light brown medium grain SAND & GRAVEL, slightly moist. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA03.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA03:S005020 and SBI060:HSBSA03:S020039 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA03 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/3.9 5.0/2.4 5.0/3.8 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.1 0.3 0.1 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 3.9 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining @ 3.9'. 5.0 to 7.4 - Loose brown medium grain SAND & GRAVEL, slightly moist. 10.0 to 13.8 - Same As Above (SAA): light brown. End of boring. 11-23-2010 J:\CLIENTS\SBI\SBI060 - Area A Additional Asmt. for VRP\LOGS\HSB-SA04.borProject Number: SBI060 Project Manager: Doug Stuart South Bend, IN Former Studebaker Site Remarks: Soil samples SBI060:HSBSA04:S005020 and SBI060:HSBSA04:S020042 were sent to laboratory for analysis. Date Started : 08/19/2010 Date Completed : 08/19/2010 Logged By : S. Sojda Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Method : Geoprobe Sampling Method : Macrocore Total Depth : 15.0' S. Water Level Date : NA S. Water Level (ft) : NA LOG OF BORING HSB-SA04 (Page 1 of 1) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 2000 PID/FID Calibration : 100ppm Isobutylene Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery5.0/4.2 5.0/3.2 5.0/2.3 Sampler Type/Sample NumberDP1/SS1 DP1/SS2 DP2/SS3 DP2/SS4 DP3/SS5 DP3/SS6 PID/FID (ppm)0.2 0.3 0.1 0.1 0.0 0.0 Blow Count(6"-6"-6"-6")NA NA NA NA NA NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - TOPSOIL/FILL. 0.5 to 4.2 - Loose dark brown medium grain SAND & GRAVEL, slightly moist, staining 2-4'. 5.0 to 8.2 - Loose brown medium grain SAND & GRAVEL, slightly moist. 10.0 to 12.3 - Loose brown medium grain SAND & GRAVEL, slightly moist. End of boring. 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-8S was blank drilled adjacent to AMW-8I. See log of well AMW-8I for a description of soils. No soil samples from AMW-8S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 29' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.44 LOG OF BORING AMW-8S (Page 1 of 2) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 727.55 Well: AMW-8S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-8S was blank drilled adjacent to AMW-8I. See log of well AMW-8I for a description of soils. No soil samples from AMW-8S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 29' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.44 LOG OF BORING AMW-8S (Page 2 of 2) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 727.55 Well: AMW-8S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW1D:S140155 and SBI068:AMW1D:S180190 were submitted to laboratory for analysis. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.43 LOG OF BORING AMW-1D (Page 1 of 3) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.3 2.0/1.0 2.0/1.3 2.0/1.0 2.0/1.3 2.0/1.4 2.0/1.2 2.0/1.5 2.0/1.2 2.0/1.3 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")5-7-10-12 4-5-7-7 3-4-6-7 3-5-5-4 4-4-5-4 4-5-5-3 3-4-6-7 3-3-3-4 2-2-3-4 3-3-3-4 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.3 - Loose dark brown TOPSOIL, dry. very moist to wet, 0.3 to 1.3 - Loose dark brown SAND, dry. 2.0 to 3.0 - Loose light tan SAND, dry. 4.0 to 5.3 - Same as Above (SAA). 6.0 to 7.0 - SAA 8.0 to 9.3 - SAA 10.0 to 11.4 - SAA 12.0 to 13.2 - SAA 14.0 to 15.5 - SAA 16.0 to 17.2 - SAA 18.0 to 19.0 - SAA 19.0 to 19.3 - Loose brown SAND & GRAVEL, wet. Elev.: 732.41 Well: AMW-1D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW1D:S140155 and SBI068:AMW1D:S180190 were submitted to laboratory for analysis. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.43 LOG OF BORING AMW-1D (Page 2 of 3) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.5 2.0/2.0 2.0/1.4 2.0/1.6 2.0/1.5 2.0/1.4 2.0/1.4 2.0/0.8 2.0/1.8 2.0/0.7 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Blow Count(6"-6"-6"-6")3-4-5-6 9-4-4-5 2-2-3-3 1-1-2-3 2-2-2-2 3-3-4-6 3-3-4-6 3-5-7-9 4-5-7-9 4-6-6-9 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.5 - SAA 22.0 to 24.0 - SAA 24.0 to 25.4 - SAA 26.0 to 27.6 - SAA 28.0 to 29.5 - SAA 30.0 to 31.4 - SAA 32.0 to 33.4 - SAA 34.0 to 34.8 - SAA 36.0 to 37.8 - SAA 38.0 to 38.7 - SAA Elev.: 732.41 Well: AMW-1D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW1D:S140155 and SBI068:AMW1D:S180190 were submitted to laboratory for analysis. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.43 LOG OF BORING AMW-1D (Page 3 of 3) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.2 2.0/1.0 2.0/1.1 2.0/0.5 2.0/1.6 2.0/1.0 Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 NS Blow Count(6"-6"-6"-6")4-4-5-4 2-3-5-6 5-5-5-7 4-6-9-11 5-7-4-9 NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.2 - SAA 42.0 to 43.0 - SAA 44.0 to 45.1 - SAA 46.0 to 46.5 - SAA 48.0 to 49.6 - SAA 50.0 to 51.0 - SAA End of Boring Elev.: 732.41 Well: AMW-1D Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1I was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1I were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.44 LOG OF BORING AMW-1I (Page 1 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 732.40 Well: AMW-1I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1I was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1I were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.44 LOG OF BORING AMW-1I (Page 2 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 732.40 Well: AMW-1I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1S was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1S were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.47 LOG OF BORING AMW-1S (Page 1 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 732.44 Well: AMW-1S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-1S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-1S was blank drilled adjacent to AMW-1D. See log of well AMW-1D for a description of soils. No soil samples from AMW-1S were submitted for laboratory analyses. Date Started : 5/24/2012 Date Completed : 5/24/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.47 LOG OF BORING AMW-1S (Page 2 of 2) G. Elev. (ft USGS) : 730.12 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 732.44 Well: AMW-1S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW2D:S120131 and SBI068:AMW2D:S180187 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.33 LOG OF BORING AMW-2D (Page 1 of 3) G. Elev. (ft USGS) : 728.32 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.3 2.0/1.6 2.0/1.1 2.0/0.9 2.0/1.0 2.0/0.8 2.0/1.1 2.0/1.0 2.0/1.1 2.0/1.2 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 10.5 6.4 0.0 NA Blow Count(6"-6"-6"-6")7-3-10-10 2-2-3-5 3-3-4-4 2-2-3-3 2-2-3-4 3-3-4-6 6-4-5-5 3-3-3-4 3-5-5-6 6-3-3-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.6 - Loose dark brown TOPSOIL, dry. 0.6 to 1.3 - Loose dark brown SAND & GRAVEL, dry. 2.0 to 3.6 - Loose brown SAND, dry. 4.0 to 5.1 - Loose brown SAND, trace gravel, dry. 6.0 to 6.9 - Same as Above (SAA). 8.0 to 9.0 - Loose brown SAND & GRAVEL, dry. 10.0 to 10.8 - SAA 12.0 to 13.1 - SAA 14.0 to 15.0 - SAA 16.0 to 17.1 - SAA 18.0 to 18.7 - SAA 18.7 to 19.2 - Loose brown SAND & GRAVEL, wet. Elev.: 730.66 Well: AMW-2D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW2D:S120131 and SBI068:AMW2D:S180187 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.33 LOG OF BORING AMW-2D (Page 2 of 3) G. Elev. (ft USGS) : 728.32 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.2 2.0/1.1 2.0/1.0 2.0/1.6 2.0/0.7 2.0/1.2 2.0/0.7 2.0/0.5 2.0/1.5 2.0/0.0 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")4-5-6-6 4-4-4-7 4-6-5-6 3-3-4-6 2-2-3-3 2-2-3-3 2-3-3-5 2-6-7-9 4-7-6-9 3-7-6-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.2 - SAA 22.0 to 23.1 - SAA 24.0 to 25.0 - SAA 26.0 to 27.6 - SAA 28.0 to 28.7 - SAA 30.0 to 31.2 - SAA 32.0 to 32.7 - SAA 34.0 to 34.5 - SAA 36.0 to 37.5 - SAA 38.0 to 40.0 - No recovery. Elev.: 730.66 Well: AMW-2D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW2D:S120131 and SBI068:AMW2D:S180187 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.33 LOG OF BORING AMW-2D (Page 3 of 3) G. Elev. (ft USGS) : 728.32 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.1 2.0/0.5 2.0/1.3 2.0/1.5 NA NA Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 PID/FID (ppm)NA NA NA NA NA NA Blow Count(6"-6"-6"-6")3-4-5-5 3-10-10-12 7-8-10-13 4-6-6-8 3-6-6-2 NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.1 - Loose brown SAND & GRAVEL, wet. 42.0 to 42.5 - SAA 44.0 to 45.3 - SAA 46.0 to 47.5 - SAA 48.0 to 50.0 - No recovery 50.0 to 51.0 - SAA End of Boring Elev.: 730.66 Well: AMW-2D Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2I was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.41 LOG OF BORING AMW-2I (Page 1 of 2) G. Elev. (ft USGS) : 728.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.73 Well: AMW-2I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2I was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.41 LOG OF BORING AMW-2I (Page 2 of 2) G. Elev. (ft USGS) : 728.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.73 Well: AMW-2I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2S was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.40 LOG OF BORING AMW-2S (Page 1 of 2) G. Elev. (ft USGS) : 728.44 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.70 Well: AMW-2S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-2S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-2S was blank drilled adjacent to AMW-2D. See log of well AMW-2D for a description of soils. No soil samples from AMW-2S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.40 LOG OF BORING AMW-2S (Page 2 of 2) G. Elev. (ft USGS) : 728.44 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.70 Well: AMW-2S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW3D:S040054 and SBI068:AMW3D:S160176 were submitted to laboratory for analysis. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 50' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.54 LOG OF BORING AMW-3D (Page 1 of 3) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.5 2.0/1.0 2.0/1.4 2.0/0.9 2.0/1.3 2.0/1.1 2.0/1.3 2.0/1.3 2.0/1.6 2.0/0.8 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NA Blow Count(6"-6"-6"-6")4-4-6-6 4-4-7-6 2-2-4-5 5-7-10-12 4-7-7-8 3-8-7-7 4-4-5-2 3-4-5-5 3-3-5-6 4-4-5-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - Loose dark brown TOPSOIL., dry. 0.5 to 1.5 - Loose light brown SAND, trace gravel, dry. 2.0 to 3.0 - Loose light brown SAND, trace gravel, dry. 4.0 to 5.4 - Same as Above (SAA). 6.0 to 6.9 - SAA 8.0 to 9.3 - SAA 10. to 11.1 - SAA 12.0 to 13.3 - SAA 14.0 to 15.3 - SAA 16.0 to 17.6 - Loose light brown SAND, trace silt, moist. 18.0 to 18.8 - Loose brown SAND, trace silt, wet. Elev.: 729.18 Well: AMW-3D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW3D:S040054 and SBI068:AMW3D:S160176 were submitted to laboratory for analysis. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 50' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.54 LOG OF BORING AMW-3D (Page 2 of 3) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.3 2.0/1.7 2.0/1.8 2.0/1.7 2.0/1.3 2.0/0.5 2.0/0.0 2.0/0.8 2.0/0.7 2.0/0.7 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")7-8-10-12 3-4-4-5 3-4-4-6 2-2-4-4 2-4-5-7 2-2-1-2 4-4-5-6 2-4-6-9 5-5-4-7 4-4-6-8 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.3 - SAA 22.0 to 23.7 - Loose brown SAND & GRAVEL, wet. 24.0 to 25.8 - SAA 26.0 to 27.7 - SAA 28.0 to 29.3 - SAA 30.0 to 30.5 - SAA 32.0 to 34.0 - No recovery. 34.0 to 34.8 - Loose brown SAND & GRAVEL, wet. 36.0 to 36.7 - SAA 38.0 to 38.7 - SAA Elev.: 729.18 Well: AMW-3D Bentonite Seal Sandpack 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW3D:S040054 and SBI068:AMW3D:S160176 were submitted to laboratory for analysis. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 50' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.54 LOG OF BORING AMW-3D (Page 3 of 3) G. Elev. (ft USGS) : NA PID/FID Model : MiniRae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/0.5 2.0/0.0 2.0/0.8 2.0/1.3 2.0/0.7 Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 PID/FID (ppm)NA NA NA NA NA Blow Count(6"-6"-6"-6")4-2-5-6 7-8-10-12 3-3-7-6 7-8-10-13 7-7-10-12 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 40.5 - SAA 42.0 to 44.8 - No recovery. 44.0 to 44.0 - Loose brown SAND & GRAVEL, wet. 46.0 to 47.3 - SAA 48.0 to 48.7 - SAA End of Boring Elev.: 729.18 Well: AMW-3D Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3I was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3I were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 38' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.61 LOG OF BORING AMW-3I (Page 1 of 2) G. Elev. (ft USGS) : 727.65 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 729.27 Well: AMW-3I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3I was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3I were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 38' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.61 LOG OF BORING AMW-3I (Page 2 of 2) G. Elev. (ft USGS) : 727.65 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 729.27 Well: AMW-3I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3S was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3S were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 26' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.51 LOG OF BORING AMW-3S (Page 1 of 2) G. Elev. (ft USGS) : 727.54 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 729.18 Well: AMW-3S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-3S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-3S was blank drilled adjacent to AMW-3D. See log of well AMW-3D for a description of soils. No soil samples from AMW-3S were submitted for laboratory analyses. Date Started : 5/29/2012 Date Completed : 5/29/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 26' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 21.51 LOG OF BORING AMW-3S (Page 2 of 2) G. Elev. (ft USGS) : 727.54 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 729.18 Well: AMW-3S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW4D:S160172 and SBI068:AMW4D:S180185 were submitted to laboratory for analysis. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.10 LOG OF BORING AMW-4D (Page 1 of 3) G. Elev. (ft USGS) : 727.73 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.3 2.0/1.2 2.0/1.2 2.0/1.2 2.0/1.4 2.0/0.7 2.0/1.1 2.0/1.0 2.0/1.2 2.0/1.0 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)6.6 4.6 7.5 9.3 8.3 8.8 8.9 9.6 9.8 10.5 Blow Count(6"-6"-6"-6")4-5-5-7 6-7-7-10 6-10-12-13 2-3-5-7 4-4-2-2 2-2-2-3 2-3-4-7 4-6-7-10 7-7-9-10 4-4-7-10 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.3 - Loose dark brown TOPSOIL. 0.3 to 1.3 - Loose dark brown SAND, trace silt, trace gravel, dry. 2.0 to 2.3 - Same as Above (SAA). 4.0 to 4.9 - SAA 4.9 to 5.0 - Loose light tan SAND & GRAVEL, dry. 5.0 to 5.2 - Loose dark bown SAND & GRAVEL, dry 6.0 to 7.2 - Loose brown SAND, trace silt, dry. 8.0 to 9.4 - SAA 10.0 to 10.7 - Loose brown SAND & GRAVEL, dry. 12.0 to 13.1 - SAA 14.0 to 15.0 - Loose brown SAND, dry. 16.0 to 17.2 - SAA 18.0 to 18.5 - SAA 18.5 to 19.0 - Loose brown SAND & GRAVEL, wet. Elev.: 729.95 Well: AMW-4D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW4D:S160172 and SBI068:AMW4D:S180185 were submitted to laboratory for analysis. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.10 LOG OF BORING AMW-4D (Page 2 of 3) G. Elev. (ft USGS) : 727.73 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.5 2.0/2.0 2.0/2.0 2.0/1.4 2.0/1.6 2.0/1.0 2.0/1.6 2.0/0.0 2.0/1.4 2.0/0.5 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")5-5-6-6 4-4-5-7 2-2-3-5 2-2-1-2 3-3-4-3 2-3-5-7 2-2-3-5 3-3-5-7 4-4-5-6 4-4-5-7 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 20.5 - SAA 20.5 to 21.5 - Loose brown SAND, trace silt, wet. 22.0 to 24.0 - Loose brown SAND & GRAVEL, wet. 24.0 to 26.0 - SAA 26.0 to 27.4 - SAA 28.0 to 29.6 - SAA 30.0 to 31.0 - SAA 32.0 to 33.6 - SAA 34.0 to 36.0 - No recovery 36.0 to 37.4 - Loose brown SAND & GRAVEL, wet. 38.0 to 38.5 - SAA Elev.: 729.95 Well: AMW-4D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW4D:S160172 and SBI068:AMW4D:S180185 were submitted to laboratory for analysis. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 51' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.10 LOG OF BORING AMW-4D (Page 3 of 3) G. Elev. (ft USGS) : 727.73 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.7 2.0/1.1 2.0/0.0 2.0/1.5 2.0/1.2 NA Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 PID/FID (ppm)NA NA NA NA NA NA Blow Count(6"-6"-6"-6")3-5-6-7 7-10-12-14 5-6-8-9 3-7-9-13 5-6-7-9 NA SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.7 - SAA 42.0 to 43.1 - SAA 44.0 to 46.0 - No recovery. 46.0 to 47.5 - Loose brown SAND & GRAVEL, wet, increased gravel. 48.0 to 49.2 - SAA 50.0 to 51.0 - SAA End of Boring Elev.: 729.95 Well: AMW-4D Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4I was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4I were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.61 LOG OF BORING AMW-4I (Page 1 of 2) G. Elev. (ft USGS) : 728.33 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.49 Well: AMW-4I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4I was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4I were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 39' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.61 LOG OF BORING AMW-4I (Page 2 of 2) G. Elev. (ft USGS) : 728.33 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.49 Well: AMW-4I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4S was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4S were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.88 LOG OF BORING AMW-4S (Page 1 of 2) G. Elev. (ft USGS) : 728.49 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 730.77 Well: AMW-4S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-4S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-4S was blank drilled adjacent to AMW-4D. See log of well AMW-4D for a description of soils. No soil samples from AMW-4S were submitted for laboratory analyses. Date Started : 5/23/2012 Date Completed : 5/23/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 27' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 22.88 LOG OF BORING AMW-4S (Page 2 of 2) G. Elev. (ft USGS) : 728.49 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 730.77 Well: AMW-4S Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW5D:S160172 and SBI068:AMW5D:S220225 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 54' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.81 LOG OF BORING AMW-5D (Page 1 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/0.5 2.0/2.0 2.0/1.3 2.0/1.6 2.0/1.1 2.0/1.3 2.0/1.1 2.0/1.1 2.0/1.2 2.0/1.1 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")8-10-10-15 4-5-7-9 5-8-10-12 5-7-5-5 4-6-9-10 6-8-9-10 4-5-4-4 4-4-3-5 5-7-10-14 7-7-10-9 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.5 - Loose dark brown TOPSOIL, dry. 2.0 to 4.0 - Loose dark brown SAND & GRAVEL, dry. 4.0 to 5.3 - Same as Above (SAA). 6.0 to 7.6 - SAA 8.0 to 9.1 - SAA 10.0 to 11.3 - SAA 12.0 to 13.1 - Loose light brown SAND, moist. 14.0 to 15.1 - SAA 16.0 to 17.2 - SAA 18.0 to 19.1 - SAA Elev.: 731.60 Well: AMW-5D Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW5D:S160172 and SBI068:AMW5D:S220225 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 54' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.81 LOG OF BORING AMW-5D (Page 2 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.1 2.0/1.2 2.0/0.9 2.0/1.4 2.0/0.6 2.0/0.8 2.0/1.0 2.0/1.1 2.0/1.1 2.0/1.3 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")6-7-7-9 NA 5-5-4-5 4-7-9-8 7-7-10-12 6-7-7-12 5-5-6-8 6-6-6-9 4-6-5-6 5-7-7-10 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.1 - SAA 22.0 to 22.5 - SAA 22.5 to 23.2 - Coarse brown SAND & GRAVEL, trace cobble, wet 24.0 to 24.9 - SAA 26.0 to 27.4 - SAA 28.0 to 28.6 - SAA 30.0 to 30.8 - SAA 32.0 to 33.0 - SAA 34.0 to 35.1 - SAA 36.0 to 37.1 - Loose brown SAND & GRAVEL, wet 38.0 to 39.3 - SAA Elev.: 731.60 Well: AMW-5D Bentonite Seal 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5D.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW5D:S160172 and SBI068:AMW5D:S220225 were submitted to laboratory for analysis. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 54' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.81 LOG OF BORING AMW-5D (Page 3 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/0.8 2.0/0.7 2.0/0.8 2.0/1.4 2.0/0.4 2.0/0.9 2.0/0.8 Sampler Type/Sample NumberSP21/SS21 SP22/SS22 SP23/SS23 SP24/SS24 SP25/SS25 SP26/SS26 SP27/SS27 PID/FID (ppm)NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")5-7-7-9 4-6-6-8 4-6-6-8 5-7-8-11 4-4-6-8 5-8-5-9 5-6-5-9 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 40.8 - SAA 42.0 to 42.7 - SAA 44.0 to 44.8 - SAA 46.0 to 47.4 - SAA 48.0 to 48.4 - SAA 50.0 to 50.9 - SAA 52.0 to 52.8 - SAA End of Boring Elev.: 731.60 Well: AMW-5D Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5I was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.69 LOG OF BORING AMW-5I (Page 1 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 731.49 Well: AMW-5I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5I was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.69 LOG OF BORING AMW-5I (Page 2 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 731.49 Well: AMW-5I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5I was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5I were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.69 LOG OF BORING AMW-5I (Page 3 of 3) G. Elev. (ft USGS) : 729.36 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 731.49 Well: AMW-5I Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5S was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.88 LOG OF BORING AMW-5S (Page 1 of 2) G. Elev. (ft USGS) : 729.40 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 731.67 Well: AMW-5S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-5S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-5S was blank drilled adjacent to AMW-5D. See log of well AMW-5D for a description of soils. No soil samples from AMW-5S were submitted for laboratory analyses. Date Started : 5/31/2012 Date Completed : 5/31/2012 Logged By : Ryan Sievers Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.88 LOG OF BORING AMW-5S (Page 2 of 2) G. Elev. (ft USGS) : 729.40 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 731.67 Well: AMW-5S Sandpack2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW6I:S040053 and SBI068:AMW6I:S200210 were submitted to laboratory for analysis. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6I (Page 1 of 3) G. Elev. (ft USGS) : 726.70 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample Recovery2.0/1.5 2.0/1.0 2.0/1.3 2.0/1.0 2.0/0.5 2.0/1.0 2.0/1.3 2.0/0.7 2.0/1.0 2.0/1.0 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 SP9/SS9 SP10/SS10 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")10-10-8-5 6-6-4-4 4-4-5-5 2-3-4-3 1-2-2-4 3-2-2-4 2-3-3-3-4 6-7-9-10 6-6-9-8 9-9-10-11 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 1.5 - Loose brown SAND, trace silt, dry 2.0 to 3.0 - Loose light brown SAND, trace gravel, dry. 4.0 to 5.3 - Same as Above (SAA). 6.0 to 7.0 - SAA 8.0 to 8.5 - SAA 10.0 to 11.0 - SAA 12.0 to 13.3 - SAA 14.0 to 14.7 - Loose light brown SAND & GRAVEL, dry. 16.0 to 17.0 - SAA 18.0 to 19.0 - SAA Elev.: 728.84 Well: AMW-6I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW6I:S040053 and SBI068:AMW6I:S200210 were submitted to laboratory for analysis. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6I (Page 2 of 3) G. Elev. (ft USGS) : 726.70 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample Recovery2.0/1.3 2.0/0.8 2.0/1.2 2.0/0.7 2.0/0.7 2.0/1.0 2.0/0.5 2.0/1.0 2.0/1.3 2.0/1.0 Sampler Type/Sample NumberSP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 SP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 PID/FID (ppm)NA NA NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")5-6-8-8 6-6-8-4 4-3-6-6 3-4-6-6 4-4-5-7 4-6-6-7 4-4-4-5 3-3-4-6 4-4-5-8 4-4-6-8 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 20.0 to 21.3 - SAA, slightly moist. 22.0 to 22.8 - SAA, very moist. 24.0 to 24.6 - SAA 24.6 to 25.2 - SAA, wet 26.0 to 26.7 - SAA 28.0 to 28.7 - SAA 30.0 to 31.0 - SAA 32.0 to 32.5 - SAA 34.0 to 35.0 36.0 to 37.3 - SAA 38.0 to 38.6 - SAA 38.6 to 39.0 - Loose dark gray SAND & GRAVEL, slight odor, wet. Elev.: 728.84 Well: AMW-6I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW6I:S040053 and SBI068:AMW6I:S200210 were submitted to laboratory for analysis. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6I (Page 3 of 3) G. Elev. (ft USGS) : 726.70 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Sample Interval/Sample Recovery2.0/1.0 Sampler Type/Sample NumberSP21/SS21 PID/FID (ppm)NA Blow Count(6"-6"-6"-6")3-3-4-4 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 40.0 to 41.0 - SAA End of Boring Elev.: 728.84 Well: AMW-6I Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-6S was blank drilled adjacent to AMW-6I. See log of well AMW-6I for a description of soils. No soil samples from AMW-6S were submitted for laboratory analyses. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6S (Page 1 of 2) G. Elev. (ft USGS) : 726.69 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 728.85 Well: AMW-6S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-6S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-6S was blank drilled adjacent to AMW-6I. See log of well AMW-6I for a description of soils. No soil samples from AMW-6S were submitted for laboratory analyses. Date Started : 5/21/2012 Date Completed : 5/21/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.03 LOG OF BORING AMW-6S (Page 2 of 2) G. Elev. (ft USGS) : 726.69 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 728.85 Well: AMW-6S Sandpack2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW7I:S040055 and SBI068:AMW7I:S200211 were submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.96 LOG OF BORING AMW-7I (Page 1 of 3) G. Elev. (ft USGS) : 726.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery2.0/1.1 2.0/1.5 2.0/1.5 2.0/1.1 2.0/0.8 2.0/0.8 2.0/1.2 2.0/1.0 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")7-8-10-10 4-4-6-4 4-5-5-7 3-3-4-4 2-3-3-3 4-4-6-6 4-6-8-11 4-6-7-4 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.3 - Loose dark brown TOPSOIL, dry. 0.3 to 1.1 - Loose dark brown SAND, trace silt, trace gravel, dry. 2.0 to 2.3 - Same as Above (SAA). 2.3 to 3.5 - Loose light brown SAND & GRAVEL, dry. 4.0 to 5.5 - SAA 6.0 to 7.1 - SAA 8.0 to 8.8 - SAA 10.0 to 10.8 - SAA 12.0 to 13.2 - SAA 14.0 to 15.0 - SAA Elev.: 728.63 Well: AMW-7I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW7I:S040055 and SBI068:AMW7I:S200211 were submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.96 LOG OF BORING AMW-7I (Page 2 of 3) G. Elev. (ft USGS) : 726.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample Recovery2.0/1.0 2.0/0.9 2.0/1.1 2.0/1.3 2.0/0.9 2.0/1.3 2.0/0.9 2.0/0.9 Sampler Type/Sample NumberSP9/SS9 SP10/SS10 SP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")7-9-10-14 7-8-10-12 4-6-8-10 6-7-10-12 5-6-6-6 8-14-8-8 6-6-7-10 5-5-8-8 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 16.0 to 17.0 - SAA 18.0 to 18.9 - SAA 20.0 to 21.1 - SAA 22.0 to 23.3 - Loose light brown SAND & GRAVEL, very moist. 24.0 to 24.9 - Loose brown SAND & GRAVEL, wet. 26.0 to 27.3 - SAA 28.0 to 28.9 - SAA 30.0 to 30.9 - SAA Elev.: 728.63 Well: AMW-7I Bentonite Seal Sandpack 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil samples SBI068:AMW7I:S040055 and SBI068:AMW7I:S200211 were submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 42' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 25.96 LOG OF BORING AMW-7I (Page 3 of 3) G. Elev. (ft USGS) : 726.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Sample Interval/Sample Recovery2.0/1.0 2.0/0.9 2.0/1.3 2.0/0.9 2.0/1.1 Sampler Type/Sample NumberSP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 SP21/SS21 PID/FID (ppm)NA NA NA NA NA Blow Count(6"-6"-6"-6")4-4-5-6 5-5-6-7 5-5-7-9 5-7-9-13 6-6-6-7 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 32.0 to 33.0 - SAA 34.0 to 34.9 - SAA 36.0 to 37.3 - SAA 38.0 to 38.7 - SAA 38.7 to 38.9 - Loose dark gray SAND & GRAVEL, strong odor, wet. 40.0 to 41.1 - SAA End of Boring Elev.: 728.63 Well: AMW-7I Sandpack 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-7S was blank drilled adjacent to AMW-7I. See log of well AMW-7I for a description of soils. No soil samples from AMW-7S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.20 LOG OF BORING AMW-7S (Page 1 of 2) G. Elev. (ft USGS) : 726.02 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling Elev.: 728.37 Well: AMW-7S Concrete Bentonite Seal Sandpack SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-7S.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: AMW-7S was blank drilled adjacent to AMW-7I. See log of well AMW-7I for a description of soils. No soil samples from AMW-7S were submitted for laboratory analyses. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 30' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 26.20 LOG OF BORING AMW-7S (Page 2 of 2) G. Elev. (ft USGS) : 726.02 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample Interval/Sample RecoverySampler Type/Sample NumberPID/FID (ppm)Blow Count(6"-6"-6"-6")SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling End of Boring Elev.: 728.37 Well: AMW-7S Sandpack2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil sample SBI068:AMW8I:S200212 was submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 41' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.30 LOG OF BORING AMW-8I (Page 1 of 3) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sample Interval/Sample Recovery2.0/1.0 2.0/1.0 2.0/0.9 2.0/1.3 2.0/1.1 2.0/1.0 2.0/1.2 2.0/1.2 Sampler Type/Sample NumberSP1/SS1 SP2/SS2 SP3/SS3 SP4/SS4 SP5/SS5 SP6/SS6 SP7/SS7 SP8/SS8 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")10-12-15-19 5-7-9-13 11-13-13-15 2-5-8-8 5-5-7-9 4-4-3-3 7-7-9-8 6-6-7-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 0.0 to 0.2 - Loose brown TOPSOIL, dry. 0.2 to 1.0 - Loose dark brown SAND, trace silt, dry. 2.0 to 3.0 - Same as Above (SAA). 4.0 to 4.9 - Loose light brown SAND & GRAVEL, dry. 6.0 to 7.3 - SAA 8.0 to 9.1 - SAA 10.0 to 11.0 - SAA 12.0 to 13.2 - SAA 14.0 to 15.2 - SAA Elev.: 727.38 Well: AMW-8I Concrete Bentonite Seal SurfaceCasing 2" PVC Riser 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil sample SBI068:AMW8I:S200212 was submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 41' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.30 LOG OF BORING AMW-8I (Page 2 of 3) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 Sample Interval/Sample Recovery2.0/0.8 2.0/1.1 2.0/1.2 2.0/1.0 2.0/1.3 2.0/0.4 2.0/1.3 2.0/0.9 Sampler Type/Sample NumberSP9/SS9 SP10/SS10 SP11/SS11 SP12/SS12 SP13/SS13 SP14/SS14 SP15/SS15 SP16/SS16 PID/FID (ppm)NA NA NA NA NA NA NA NA Blow Count(6"-6"-6"-6")6-7-10-14 6-6-7-9 4-5-7-7 7-7-7-9 5-5-7-8 4-4-6-6 6-7-5-7 6-6-6-7 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 16.0 to 16.8 - SAA 18.0 to 19.1 - SAA 20.0 to 20.5 - SAA 20.5 to 21.2 - Loose light brown SAND & GRAVEL, wet. 22.0 to 23.0 - SAA 24.0 to 25.3 - SAA 26.0 to 26.9 - SAA 28.0 to 29.3 - SAA 30.0 to 30.4 - SAA Elev.: 727.38 Well: AMW-8I Bentonite Seal Sandpack 2" PVC Riser 2" PVC Screen 06-27-2012 J:\CLIENTS\SBI\SBI068 - Ignition Park MW Inst. & RWP\Library\Field_Forms\Boring Logs\AMW-8I.borProject Number: SBI068 Project Manager: Doug Stuart South Bend, Indiana Ignition Park Site Remarks: Soil sample SBI068:AMW8I:S200212 was submitted to laboratory for analysis. Date Started : 5/22/2012 Date Completed : 5/22/2012 Logged By : B. Anderson Reviewed By : Doug Stuart Drilling Contractor : D&T Drilling Drilling Method : 4.25" HSA Sampling Method : Split Spoon Total Depth : 41' S. Water Level Date : 6/5/2012 S. Water Level (ft) : 24.30 LOG OF BORING AMW-8I (Page 3 of 3) G. Elev. (ft USGS) : 725.08 PID/FID Model : Mini Rae 3000 PID/FID Calibration : 0=0.0 / 100ppm=100.1 Depth in Feet 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Sample Interval/Sample Recovery2.0/1.0 2.0/0.6 2.0/1.3 2.0/1.5 2.0/1.0 Sampler Type/Sample NumberSP17/SS17 SP18/SS18 SP19/SS19 SP20/SS20 SP21/SS21 PID/FID (ppm)NA NA NA NA NA Blow Count(6"-6"-6"-6")6-9-9-7 4-4-9-7 4-4-6-7 6-6-6-7 6-5-8-6 SamplesGRAPHICDESCRIPTION Soil Samples Sample Interval Lab Sample Water Levels Static During drilling 32.0 to 33.0 - SAA 34.0 to 34.6 - SAA 36.0 to 36.8 - SAA 36.8 to 37.3 - Loose dark gray SAND & GRAVEL, strong odor, wet. 38.0 to 39.5 - SAA 40.0 to 41.0 - SAA End of Boring Elev.: 727.38 Well: AMW-8I Sandpack 2" PVC Screen APPENDIX A Soil Boring Logs and Monitoring Well Construction Diagrams APPENDIX B Environmental Investigation, South Bend Lathe, 400 W. Sample Street, South Bend, Indiana by EIS Environmental Engineers, Inc. APPENDIX C Spill Report, Allied Products Incorporated Facility, South Bend, Indiana by APT APPENDIX D Site Investigation Report, Allied Products Corporation Stamping Plant Facility, South Bend, Indiana by APT APPENDIX E UST Closure Assessment – Studebaker Building 92 by Grauvogel & Associates APPENDIX F Report for an Initial Phase II Environmental Site Assessment for the South Bend Area A Properties by Hull APPENDIX G Site Assessment Report, South Bend Stamping Site by Tetra Tech EM APPENDIX H Soil Remediation Completion Report, Studebaker/Oliver Redevelopment Project, Area A Stamping Plant Property by KERAMIDA APPENDIX I Laboratory Reports from Phase I Demolition Project by STAT Analysis APPENDIX J UST Closure Report from Phase I Demolition by Amereco APPENDIX K In-Situ Chemical Oxidation Pilot Study and Groundwater Sampling Event Reports by Weaver Boos APPENDIX L Phase I ESA of the Indiana and Michigan Electric Company Substation Property by Hull APPENDIX M CERCLA Removal Action Report for the South Bend Lathe Site by WESTON APPENDIX N Documentation for Phase II Demolition by Amereco et al. APPENDIX O Soil Characterization of Former Studebaker Foundry Reservoir by Weaver Boos APPENDIX P Additional Phase II ESA of Huckins Tool & Die and South Bend Lathe by Hull APPENDIX Q Report Documenting Soil Remediation Activities by Hull APPENDIX R Documentation of Removal of USTs from Former Studebaker Engineering Building by Weaver Boos APPENDIX S Laboratory Analytical Reports from Temporary Groundwater Sampling Event – April 2012 APPENDIX T Laboratory Analytical Reports from Groundwater and Soil Gas Sampling Events – May through August 2012 APPENDIX U Off-Site Water Usage Research Documentation