Description: |
The revised final report for the south ash settling basin site 4 at Indiana Army Ammunition Plant of Phase II RCRA facility investigation prepared for U.S. Army Corps of Engineers in October 2002.The United States federal government began acquiring land in Charlestown, Indiana in 1940 to build a smokeless powder ordnance plant to supply the US military during World War II. Indiana Ordnance Works (IOW) Plant 1 and Hoosier Ordnance Plant (HOP) began production in 1941. In 1944, IOW Plant 2 construction began. On 30 Nov 1945 at the end of WWII, the three plants were combined and renamed Indiana Arsenal. Between 1 Nov 1961 and 1 Aug 1963, the plant was designated Indiana Ordnance Plant. After this time, it became Indiana Army Ammunition Plant (INAAP). Production of ordnance continued at the plant until 1992. After that time, the land and facilities were leased to private industry. A large portion of the land became Charlestown State Park. In October 2016, all the land and facilities were officially sold by the government. This item is part of a larger collection of items from INAAP that are kept at Charlestown Library. R E V I S E D F I N A L R E P O R TSOUTH ASH SETTLING BASIN –SITE 4INDIANA ARMY AMMUNITION PLANTPHASE II RCRA FACILITY INVESTIGATIONPrepared forU.S. Army Corps of EngineersLouisville DistrictOctober 2002Prepared by12120 Shamrock Plaza, Suite 300Omaha, Nebraska 68154TABLE OF CONTENTSSection PageQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev3(revised final).doc\14-Aug-02 /OMA iExecutive Summary ..........................................................................................................................ES-1Section 1 Site Location and Description....................................................................................... 1-11.1 Operational History and Waste Characteristics ....................................... 1-11.2 Previous Investigations ............................................................................ 1-21.3 Report Organization................................................................................. 1-2Section 2 Field Activities Summary .............................................................................................. 2-12.1 Direct Push Soil, Soil Gas and Groundwater Survey............................... 2-12.2 Geophysical Survey ................................................................................. 2-12.3 Soil and Sediment Sampling.................................................................... 2-12.3.1 Soil ............................................................................................... 2-12.3.2 Sediment ...................................................................................... 2-32.4 Direct Push Groundwater Sampling ........................................................ 2-32.5 Surface Water Sampling .......................................................................... 2-42.6 Field Screening Results............................................................................ 2-42.7 IDW Disposition ...................................................................................... 2-5Section 3 Physical Investigation Results ..................................................................................... 3-13.1 Topography and Surface Features ........................................................... 3-13.2 Local Surficial Geology........................................................................... 3-13.3 Shallow Hydrogeology ............................................................................ 3-3Section 4 Data Quality Review and Validation ............................................................................. 4-14.1 Phase I RI................................................................................................. 4-14.2 Phase II RFI ............................................................................................. 4-1Section 5 Chemical Investigation Results .................................................................................... 5-1Section 6 Contamination Assessment.......................................................................................... 6-16.1 Potential Sources of Contamination from Historical ManufacturingProcesses .................................................................................................. 6-16.1.1 Production of Diphenylamine and Dimethylamine ..................... 6-16.1.2 Production of Nitrocellulose and Smokeless Powder.................. 6-26.2 Near Surface Soils and Sediments ........................................................... 6-36.2.1 VOCs............................................................................................ 6-3TABLE OF CONTENTSSection PageQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev3(revised final).doc\14-Aug-02 /OMA ii6.2.2 SVOCs ......................................................................................... 6-46.2.3 Pesticides...................................................................................... 6-46.2.4 Nitroaromatics/Nitramines........................................................... 6-46.2.5 Metals and Cyanide...................................................................... 6-56.3 Subsurface Soils....................................................................................... 6-56.3.1 VOCs............................................................................................ 6-66.3.2 SVOCs ......................................................................................... 6-66.3.3 Pesticides...................................................................................... 6-66.3.4 Nitroaromatics/Nitramines........................................................... 6-66.3.5 Metals and Cyanide...................................................................... 6-76.4 Surface Water........................................................................................... 6-76.4.1 VOCs............................................................................................ 6-76.4.2 SVOCs ......................................................................................... 6-76.4.3 Nitroaromatics/Nitramines........................................................... 6-86.4.4 Metals........................................................................................... 6-86.5 Groundwater ............................................................................................ 6-86.5.1 VOCs............................................................................................ 6-86.5.2 SVOCs ......................................................................................... 6-96.5.3 Pesticides...................................................................................... 6-96.5.4 Nitroaromatics/Nitramines........................................................... 6-96.5.5 Metals........................................................................................... 6-9Section 7 Human Health Risk Evaluation ..................................................................................... 7-17.1 Introduction.............................................................................................. 7-17.1.1 Purpose......................................................................................... 7-17.2 Risk Screening Process ............................................................................ 7-27.2.1 Identification of COPCs............................................................... 7-27.3 Exposure Assessment............................................................................... 7-37.3.1 Exposure Point Concentrations.................................................... 7-47.3.1.1 95% Upper Confidence Limit (UCL) ........................... 7-47.3.1.2 Deer Tissue Concentration............................................ 7-47.3.2 Receptors...................................................................................... 7-7TABLE OF CONTENTSSection PageQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev3(revised final).doc\14-Aug-02 /OMA iii7.3.3 Exposure Pathways ...................................................................... 7-77.3.4 Exposure Assumptions ................................................................ 7-87.4 Toxicity Assessment .............................................................................. 7-117.4.1 Toxicity Assessment of Noncarcinogenic Effects ..................... 7-117.4.2 Toxicity Assessment of Carcinogenic Effects ........................... 7-137.4.3 Source of the Critical Toxicity Values....................................... 7-157.5 Risk Characterization............................................................................. 7-157.5.1 Qualitative Assessment of Exposure to Iron.............................. 7-187.5.2 Qualitative Assessment of Exposure to Amino-Dinitrotoluenes........................................................................... 7-187.5.3 Qualitative Assessment of Exposure to Diphenylamines .......... 7-197.6 Uncertainity Analysis............................................................................. 7-197.6.1 Data Collection and Evaluation ................................................. 7-197.6.1.1 Data Collection ........................................................... 7-197.6.1.2 Data Evaluation........................................................... 7-207.6.1.3 Exposure Point Concentrations................................... 7-217.6.2 Exposure Assessment................................................................. 7-217.6.3 Toxicity Assessment .................................................................. 7-227.6.4 Risk Characterization................................................................. 7-22Section 8 Ecological Risk Evaluation ........................................................................................... 8-18.1 Introduction.............................................................................................. 8-18.1.1 Purpose......................................................................................... 8-28.1.2 Background.................................................................................. 8-28.1.3 Technical Approach ..................................................................... 8-38.2 Screening Level Ecological Risk Screen ................................................. 8-48.2.1 Habitat Assessment and Applicable Media ................................. 8-48.2.2 Identification of Chemicals of Potential Ecological Concern(COPECs) .................................................................................... 8-58.2.2.1 Environmental Screening Values for Surface Water andChemicals of Potential Ecological Concern ................................ 8-88.2.2.2 Environmental Screening Values for Sediment-AssociatedOrganisms of Chemicals of Potential Ecological Concern.......... 8-9TABLE OF CONTENTSSection PageQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev3(revised final).doc\14-Aug-02 /OMA iv8.2.2.3 Environmental Screening Values for Soil-AssociatedOrganisms and Chemicals of Potential Ecological Concern ..... 8-108.2.2.4 Environmental Screening Values for Higher Vertebratesand Chemicals of Potential Ecological Concern........................ 8-118.3 Tier II Ecological Risk Assessment....................................................... 8-168.3.1 Problem Formulation ................................................................. 8-168.3.1.1 Relevant Ecological Issues and Environmental Setting8-178.3.1.2 Summary and Assessment Endpoints ......................... 8-248.3.1.3 Exposure Assessment.................................................. 8-258.3.1.4 Toxicity (Effects) Assessment .................................... 8-308.3.2 Analysis Plan ............................................................................. 8-348.3.2.1 Measurement Endpoints and Receptors of Concern... 8-348.3.2.2 Toxicity Reference Values for Risk Characterization 8-458.4 Risk Characterization............................................................................. 8-478.4.1 Primary Producers and Assessment Endpoint Number One...... 8-488.4.2 Decomposers and Detritivores - Assessment EndpointNumber Two .............................................................................. 8-498.4.3 Water Column Invertebrates and Amphibians - AssessmentEndpoint Number Three and Measurement Endpoints 1, 2,and 3........................................................................................... 8-518.4.4 Terrestrial and Semiaquatic Herbivores – AssessmentEndpoint Number 3 and Measurement Endpoints 4 and 5 ........ 8-518.4.5 Terrestrial and Semiaquatic Omnivores and AssessmentEndpoint Number 4.................................................................... 8-518.4.6 Terrestrial and Semiaquatic 1st Order Carnivores andAssessment Endpoint Number 5................................................ 8-528.4.7 Terrestrial and Semiaquatic 2nd Order Carnivores andAssessment Endpoint Number 6................................................ 8-528.4.8 Cave Resources - Assessment Endpoint Number 7................... 8-528.4.9 Risk Characterization Summary and Ecological Significance .. 8-538.5 Uncertainty Analysis.............................................................................. 8-55Section 9 Summary and Recommendations ................................................................................ 9-19.1 Summary.................................................................................................. 9-19.1.1 Physical Characteristics ............................................................... 9-19.1.2 Contamination Assessment.......................................................... 9-1TABLE OF CONTENTSSection PageQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev3(revised final).doc\14-Aug-02 /OMA v9.1.2.1 Near Surface Soil and Sediment ................................... 9-19.1.2.2 Subsurface Soil Samples............................................... 9-29.1.2.3 Surface Water Samples ................................................. 9-29.1.2.4 Groundwater Samples................................................... 9-29.1.3 Human Health Risk Screen/Assessment...................................... 9-29.1.3.1 Soil/Sediment................................................................ 9-29.1.3.2 Groundwater/Surface Water ......................................... 9-39.1.4 Ecological Risk Screen / Assessment .......................................... 9-39.2 Recommendations.................................................................................... 9-4Section 10 References.................................................................................................................... 10-1TABLE OF CONTENTSList of TablesQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA viTable 2-1 Summary of Phase I RI Samples for Chemical AnalysisTable 2-2 Summary of Phase II RFI Samples for Chemical AnalysisTable 2-3 Summary of Field Screening For Organic Vapors in Soil SamplesTable 5-1 Comparison of Chemicals Detected in TCLP Sample to TCLPRegulatory LimitsTable 5-2 Summary of Chemicals Detected in Soil and Sediment SamplesTable 5-3 Summary of Chemicals Detected in Surface Water and GroundwaterSamplesTable 7-1 Comparison of Total Soil Concentrations to Screening LevelsTable 7-2 Comparison of Maximum Surface Soil & Sediment Concentrations toScreening LevelsTable 7-3 Comparison of Surface Water and Groundwater Concentrations toScreening LevelsTable 7-4 Total Soil/Sediment Exposure Point ConcentrationsTable 7-5 Surface Soil/Sediment Exposure Point ConcentrationsTable 7-6 Deer Tissue ConcentrationsTable 7-7 Parameters Used To Evaluate Potential Exposure Human Risk AssessmentTable 7-8 Critical Toxicity Values for Chemicals of Potential ConcernTable 7-9 USEPA Weight-Of-Evidence Carcinogenic Classification of ChemicalsTable 7-10 Summary of Non-Carcinogenic Health Hazards Associated with TotalSoil/SedimentTable 7-11 Summary of Non-Carcinogenic Health Hazards and Carcinogenic RisksAssociated with Surface Soil/SedimentTable 7-12 Summary of Non-Carcinogenic Health Hazards and Carcinogenic RisksAssociated with Surface Soil/Sediment and Game IngestionTable 8-1 Comparison of Maximum Surface Water Concentrations to EcologicalScreening Values (ESVs)Table 8-2 Comparison of Maximum Sediment Concentrations to Ecological ScreeningValues (ESVs)Table 8-3 Comparison of Maximum Soil Concentrations to Ecological ScreeningValues (ESVs)Table 8-4 Comparison of Potential Dietary (Foodweb) Concentrations Based onMaximum Water/Soil/Sediment Concentrations to Ecological ScreeningValuesTABLE OF CONTENTSList of TablesQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA viiTable 8-5 Comparison of Predicted Air Concentrations within Caves Based onMaximum Surface Water Concentrations to Ecological Screening ValuesTable 8-6 Chemicals Selected As Chemicals of Potential Ecological Concern forDirect Ecological ExposuresTable 8-7 Chemicals Selected As Chemicals of Potential Ecological Concern forIndirect (Food Web) ExposuresTable 8-8 Summary of Chemicals of Potential Ecological Concern and MeasurementEndpoints for the Ecological Risk AssessmentTable 8-9 Physical and Behavioral Characteristics of Representative Species Selectedas Receptors of ConcernTable 8-10 Assumed Dietary Compositions for the Representative Receptors ofConcern (ROCs)Table 8-11 Toxicity Reference Values for Direct Exposure to Chemicals of PotentialEcological Concern in WaterTable 8-12 Toxicity Reference Values for Direct Exposure to Chemicals of PotentialEcological Concern in SedimentTable 8-13 Toxicity Reference Values for Direct Exposures to Chemicals of PotentialEcological Concern in SoilTable 8-14 Oral Toxicity Reference Values Selected for Indirect Exposures toChemicals of Potential Ecological ConcernTable 8-15 Ecological Hazard Quotient Results for Terrestrial Plants - AssessmentEndpoint #1 - Measurement Endpoints #1 & 3Table 8-16 Ecological Hazard Quotient Results for Aquatic Plants AssessmentEndpoint #1 - Measurement Endpoints # 2 & 4Table 8-17 Ecological Hazard Quotients Results for Sediment-Associated InvertebrateDetritivores Assessment Endpoint #2 - Measurement Endpoints # 1, 4, 5, 7,& 8Table 8-18 Ecological Hazard Quotient Results for Soil Microbial Activity andInvertebrate Detritivores Assessment Endpoint #2 - Measurement Endpoints#2, 6 & 9Table 8-19 Ecological Hazard Quotient Results for Aquatic (Water Column)Invertebrates and Larval Amphibians - Assessment Endpoint #3 -Measurement Endpoints #1, 2 & 3Table 8-20 Ecological Hazard Quotient Results for Representative HerbivoresAssessment Endpoint #3 - Measurement Endpoints #4 & 5Table 8-21 Ecological Hazard Quotient Results for Representative OmnivoresAssessment Endpoint #4 - Measurement Endpoints #1 & 2TABLE OF CONTENTSList of TablesQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA viiiTable 8-22 Ecological Hazard Quotient Results for Representative 1st-Order CarnivoresAssessment Endpoint #5 - Measurement Endpoints #1, 2 & 3Table 8-23 Ecological Hazard Quotient Results for Representative 2nd-OrderCarnivores Assessment Endpoint #6 – Measurement Endpoints #1TABLE OF CONTENTSList of FiguresQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA ixFigure 1-1 Site Location MapFigure 1-2 Site Feature MapFigure 2-1 Sample Location PlanFigure 3-1 Electrical Resistivity Transect 1, Array 1Figure 3-2 Electrical Resistivity Transect 1, Array 2Figure 3-3 Electrical Resistivity Transect 1, Array 3Figure 3-4 Electrical Resistivity Transect 2Figure 3-5 Electrical Resistivity Transect 3Figure 3-6 Electrical Resistivity Transect 4Figure 3-7 Simplified Boring LogsFigure 3-8 Cross Section Location PlanFigure 3-9 Geologic Cross SectionsFigure 3-10 Geologic Cross SectionsFigure 6-1 Concentrations of Chemicals Detected in SoilsFigure 6-2 Concentrations of Chemicals Detected in SedimentsFigure 6-3 Concentrations of Chemicals Detected in Surface Water andGroundwaterFigure 8-1 Ecological Evaluation ProcessFigure 8-2 Conceptual Ecological Exposure (Direct & Foodweb) ModelFigure 9-1 Human Health COPCs and Ecological COPECs Detected in Soil,Sediment, Surface Water and GroundwaterTABLE OF CONTENTSList of AppendicesQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA xAppendix A Data Quality Review and ValidationAppendix B Human Health Risk Statistics and CalculationsAppendix C Ecological Risk Statistics and CalculationsAppendix D Daily Quality Control ReportsAppendix E Boring and Trench LogsAppendix F Geotechnical DataAppendix G Sample Collection Field SheetsAppendix H Summary of Analytical DataNote: Information contained in the Appendices is included in CD-ROM format. The CD-ROMmay be found at the back of this binder.TABLE OF CONTENTSAcronym ListQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA xiACHe AcetylcholinesteraseADI Acceptable Daily IntakeADNTs Amino-dinitrotoluenesATP Adenosine TriphosphateAE Assessment EndpointAEC U.S. Army Environmental CenterAET Apparent Effect LevelsALAD Alpha-aminolevulinic Acid DehydrogeuaseAPCB Jefferson County Air Pollution Control BoardAQUIRE Aquatic Information Retrieval System.AST Aboveground Storage TankASTER Assessment Tools for the Evaluation of RiskATSDR Agency for Toxic Substances and Disease Registrybgs Below Ground SurfaceBA BioavailabilityBCFs Bioconcentration FactorsBRAC Base Re-Alignment and ClosureBSAFs Biota-Sediment Accumulation FactorsBTEX Benzene, Toluene, Ethylbenzene, XylenesBTFs Biota Transfer FactorsBtu British Thermal UnitBW Body WeightCERCLA Comprehensive Environmental Response, Compensation, and Liability ActCDI Chronic Daily IntakeCLP Contract Laboratory ProgramCMS Corrective Measures StudyCOC Chemicals of ConcernCOI Chemical of InterestCOPC Chemicals of Potential ConcernCOPEC Chemicals of Potential Ecological ConcernCRDL Contract Required Detection LimitCRQL Contract Required Quantitation LimitsTABLE OF CONTENTSAcronym ListQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA xiiCSP Charlestown State ParkCTE Central Tendency ExposureCTV Critical Toxicity ValueDAF Dilution Attenuation FactorDBT Dibutyl phthalateDDD dichlorodiphenyldiehlorethaneDDE 4, 4 DDEDDT 1, 1’ (2,2,2-Trichloroethylidene)bis[4-chlorobenzene]DERP Defense Environmental Restoration ProgramDNA Deoxyribonucleic acidDOD Department of DefenseDQCR Data Quality Control ReportsDQO Data Quality ObjectivesDS Direct Push SoilDW Direct Push WaterEECs Environmental Exposure ConcentrationsEEQ Environmental Exposure QuotientEM ElectromagneticEPA U.S. Environmental Protection AgencyEPC Exposure Point ConcentrationEQP Equilibrium-PartitioningERA Ecological Risk AssessmentERAGS Ecological Risk Assessment Guidance for SuperfundERL Effects – Range - LowERM Effects – Range – MediumERT Emergency Response TeamESV Ecological Screening ValueFC Fraction IngestedFSP Field Sampling PlanGABA Gamma-aminobutyric AcidGOCO Government-Owned, Contractor-Operatedgpm gallons per minuteTABLE OF CONTENTSAcronym ListQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA xiiiGPR Ground Penetrating RadarHDPE High-Density PolyethyleneHEAST Health Effects Assessment Summary TablesHHRA Human Health Risk AssessmentHI Hazard IndexHLSC Human Life Cycle Safe ConcentrationHMW High Molecular WeightHOP Hoosier Ordnance PlantHQ Hazard QuotientHSA hollow-stem augerHSDB Hazardous Substance DatabaseICI ICI Americas, Inc.ID inner diameterIDEM Indiana Department of Environmental ManagementIDL Instrument Detection LimitIDNR Indiana Department Natural ResourcesIDW investigation-derived wastesIEUBK Integrated Exposure Uptake BiokineticINAAP Indiana Army Ammunition PlantIOW Indiana Ordnance Works Plant 1IRIS Integrated Risk Information SystemIWPCB Indiana Water Pollution Control BoardIWQC Indiana Water Quality CriteriaIOWP Indiana Ordnance Works Plant 2J/UJ Qualified EstimatedKg KilogramL/day Liter per dayLAP Load, Assemble, and PackLC LeachateLMW Low Molecular WeightLOAEL Lowest to Observed Adverse Effects LevelLOEC Lowest Observation Effect concentrationsTABLE OF CONTENTSAcronym ListQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA xivLOQ Limits of QuantitationMATC Maximum Acceptable Toxicant ConcentrationMCL Maximum Contaminant LevelME Measurement Endpointmg/day milligrams per daymg/kg milligram per kilogrammg/m3 milligram per cubic metermL milliliterMS/MSD Matrix Spike/Matrix Spike DuplicateMSL Mean Sea LevelMW Monitoring WellNCEA National Center for Environmental AssessmentNOAEL No Observable Adverse Effects LevelNOD Notice of DeficiencyNPDES National Pollutant Discharge Elimination SystemOD outside diameterORNL Oak Ridge National LaboratoryP&E Propellants and ExplosivesPA Preliminary AssessmentPAH Polynuclear Aromatic HydrocarbonPCB Polychlorinated BiphenylPEL Probable – Effects – LevelPPE Personal Protective EquipmentPpm parts per millionPRG Preliminary Remediation GoalsPVC Polyvinyl ChlorideQA Quality AssuranceQAPP Quality Assurance Project PlanQC Quality Control“R” RejectedRAGS Risk Assessment Guidance for SuperfundRBC Risk-Based ConcentrationTABLE OF CONTENTSAcronym ListQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA xvRCRA Resource Conservation and Recovery ActRDA Recommended Daily AllowanceRfD Reference DoseRFD-I Reference Inhalation DoseRFI RCRA Facility InvestigationRI Remedial InvestigationRISC Risk Integrated System of ClosureRME Recommended Maximum ExposureRNA Ribonucleic acidROC Receptor of ConcernSAP Sampling and Analysis PlanSARA Superfund Amendments and Reauthorization ActSB Soil BoringSCEM Site Conceptual Exposure ModelSCFS Sample Collection Field SheetsSD SedimentSF-SH Slope Factor-Sulfhydryl ligandsSOP Standard Operating ProcedureSP SpringSS Shallow SoilSVOC Semivolatile Organic CompoundSW Surface WaterSWQC Surface Water Quality CriteriaTAL Target Analyte ListTCL Target Compound ListTCLP Toxicity Characteristic Leaching ProcedureTDS Total Dissolved SolidsTEL Threshold – Effects – LevelTNT TrinitrotouleneToxNet Toxicity Data NetworkTPH Total Petroleum HydrocarbonsTRV Toxicity Reference ValueTABLE OF CONTENTSAcronym ListQ:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA xviTSS Total Suspended Solids“U” Qualified Nondetectμg/kg microgram per kilogramμg/L microgram per Literμg/m3 microgram per cubic meterUCL Upper Confidence LimitURSGWC URS Greiner Woodward ClydeUSACE U.S. Army Corps of EngineersUSATHAMA U.S. Army Toxic and Hazardous Materials AgencyUSCS Unified Soil Classification SystemUSDA U.S. Department of AgricultureUSEPA U.S. Environmental Protection AgencyUSGS U.S. Geologic SurveyUST Underground Storage TankUTL Upper Tolerance LimitVOC Volatile Organic CompoundW-C Woodward-ClydeExecutive Summary South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA ES-1The following includes the results of the Phase II RCRA Facility Investigation (RFI) completedat South Ash Settling Basin (Site 4) at the Indiana Army Ammunition Plant (INAAP). Thereport also summarizes the results of the previously completed Phase I Remedial Investigation(RI).INAAP currently encompasses approximately 9,790 acres in south-central Clark County,Indiana. Its southern boundary is approximately 6 miles north of Jeffersonville, Indiana and 10miles from the Louisville, Kentucky metropolitan area, which lies to the south across the OhioRiver. INAAP is a Government-Owned, Contractor-Operated, inactive military industrialinstallation. The Army intends to transfer the property to the Local Reuse Authority forcommercial development or to the State of Indiana for inclusion in the state park system. TheSouth Ash Settling Basin is one of 90 sites identified at INAAP.The Plant was originally constructed as three separate facilities: The Indiana Ordnance WorksPlant 1, the Hoosier Ordnance Plant, and the Indiana Works Plant 2. The three facilities wereconsolidated into the Indiana Arsenal in 1945. The Indiana Arsenal was redesignated as theIndiana Ordnance Plant in 1961; in August 1963 it was redesignated again as the Indiana ArmyAmmunition Plant.Topography at the INAAP can be described as a middle-aged karst topography. Karsttopography is produced by the dissolution of limestone, gypsum, or other readily soluble rocks,commonly along joints, fractures, bedding planes, or other such features. The dissolutionprocess results in the formation of sinkholes, caves, and underground drainage. Numeroussinkholes and springs are found throughout much of INAAP.Approximately 96 percent of INAAP’s land surface drains directly into the Ohio River via sevendrainage basins. The remaining 4 percent reaching the Ohio River indirectly through thePheasant Run basin.Groundwater at INAAP is present in the bedrock formations of the upland areas and in theterrace/floodplain sand and gravel deposits located within the Ohio River valley. Thegroundwater present in the floodplain aquifer along the Ohio River is a major water supplysource. Groundwater is not usually found in the thin soil layer covering the bedrock surface inthe upland areas. When present, shallow groundwater typically mingles with surface water byflowing in and out of karst features.The Phase I and II investigations at the South Ash Settling Basin included the completion of 22soil borings; the collection and analysis of 74 surface and subsurface soil samples, 18 collocatedsurface water/sediment samples, and five groundwater samples. Chemical analysis includedvolatile organic compounds (VOCs), semivolatile organic compounds (SVOCs), pesticides,polychlorinated biphenyls (PCBs), metals, cyanide, nitroaromatics/nitramines, and various wetchemistry parameters and geotechnical analyses.The South Ash Settling Basin covers approximately 4.6 acres and was constructed within anaturally occurring topographic low, which forms the uppermost part of Jenny Lind Run. Thebasin intermittently received slurried ash from the south coal-fired power plant from 1941 to1972. It has also received wastewater form the production of nitrobenzene, aniline,Executive Summary South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA ES-2diphenylamine, and dimethylaniline, and may have received nitrocellulose waste (ASI 1994)from the P&E Area.The South Ash Settling Basin is situated in an Upland area characterized by karst topographyassociated with shallow limestone bedrock. The surface of the basin is somewhat hummockyand irregular in shape, but generally slopes to the east.Local surficial geology consists of up to 15 feet of ash underlain by colluvium, residium orlimestone bedrock. Bedrock was encountered at depths ranging from less than one foot bgs tomore than 29 feet below ground surface. The bedrock surface generally slopes from south tonorth. There appears to be significant karst features (sinkholes) in the bedrock surface.Groundwater was encountered from the surface to approximately 12.5 feet bgs.A contamination assessment was completed for near surface soil and sediment, subsurface soil,surface water, and groundwater. Elevated levels of five SVOCs and sixnitroaromatics/nitramines compounds were detected in near surface soil and sediment samples.Three SVOCs and three nitroaromatics/nitramines were detected at elevated levels in subsurfacesoil samples. Elevated levels of target compounds were not detected in surface water andgroundwater samples. Several metals results exceeded background concentrations for all mediasampled. Cyanide results exceeded background concentrations for surface and subsurface soilsamples.Future land use in the South Ash Settling Basin area will be for industrial / commercial use only.Therefore a human health risk assessment evaluated the on-site worker, excavation worker, andhunter scenarios. The results indicate that the potential primary carcinogenic risk drivers areingestion of N-nitrosodiphenylamine (diphenylamine) and carbazole from deer tissue. Thepotential primary non-carcinogenic risk driver is ingestion of N-nitrosodiphenylamine(diphenylamine) in soil/sediment. The cancer risks ranged from 1 x 10-6 to 1 x 10-4 for theRecommended Maximum Exposure (RME) and 4 x 10-8 to 1 x 10-5 for Central TendencyExposure (CTE). Hazard indices ranged from 0.05 to 4.9 for RME and 0.002 to 1.8 for CTE.The South Ash Settling Basin sits within the Jenny Lind Run drainage basin. Downgradientportions of the drainage basin are expected to become part of the existing state park system.Several pathways were evaluated as part of an ecological risk assessment. However, the keyecological risk drivers are considered to be those chemicals of ecological concern that appear tohave a potential adverse impact on the more wide-ranging transient receptors of concern whomay receive additional exposures(s) to other areas of potential contamination. These chemicalsof concern have a potential for adverse effects beyond the administrative boundaries of the SouthAsh Settling Basin. They include the 1st order avian carnivores exposed to total DDT and highmolecular weight PAHs, as well as those cave resources potentially exposed to copper, zinc, andN-nitrosodiphenylamine (diphenylamine) that may be being released to underground springs.Data of sufficient quality and quantity has been collected to characterize the South Ash SettlingBasin. Physical and chemical investigation results indicate that there are potential ecologicalconcerns while human health concerns are less significant. Based on the results of the Phase I RIand Phase II RFI a Corrective Measures Study has been recommended to evaluate variousalternatives to reduce ecological and human exposures to acceptable levels.Site Location and DescriptionSECTIONONE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 1-1The South Ash Settling Basin (Site 4) is locatedin the west-central part of Indiana ArmyAmmunition Plant (INAAP), at the southern endof the Propellants and Explosives (P&E) Area(see Figure 1-1). The site is situated west of “G”Avenue, south of 12th Street, and east of “D”Avenue.The basin, measuring approximately 1,000 feetlong by 200 feet wide, was constructed within anaturally occurring topographic low, whichforms the uppermost part of Jenny Lind Run.The basin occupies approximately 4.6 acres (ASI 1994) and is oriented roughly east to west. Thewestern portion of the basin contains both grass- and tree-covered areas. The central portion iscovered with trees. The eastern end of the basin is overgrown with tall grass and weeds.South Ash Settling Basin is located immediately downstream from the Aniline Pond (Site 5); anearthen dam in the northwest corner of the basin separates the two sites. There is no flow orsewer connection between the South Ash Settling Basin and the Aniline Pond. A second earthendam, located at the eastern end of the basin, separates South Ash Settling Basin from the JennyLind Run, and serves as a roadbed for “G” Avenue. South Ash Settling Basin dischargeddirectly into the Jenny Lind Run during the facility’s operation.The site is bordered by:· North – 12th Street and South Ash Settling Basin (Site 5)· South – grassland· East – “G” Avenue· West – grassland and former aniline production area.Asphalt roads surround the basin on most of two sides, and grass-covered fields surround theremainder. Buildings from the former aniline production area were located near the west end ofthe basin.1.1 OPERATIONAL HISTORY AND WASTE CHARACTERISTICSThe basin intermittently received slurried ash from the south coal-fired power plant from 1941 to1972. It has also received wastewater from the production of nitrobenzene, aniline,diphenylamine, and dimethylaniline, and may have received nitrocellulose waste (ASI 1994)from the P&E Area. Several chemicals were involved in the production of these organiccompounds including: benzene, nitric acid, sulfuric acid, elemental iron, ferric chloride catalyst,ammonium chloride, methanol, sodium carbonate, an ethyl alcohol-diethyl ether/dinitrotoluenemixture, diphenylamine, and dibutylphthalate.Site Location and DescriptionSECTIONONE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 1-2“Coal clinker,” ash, and black charcoal-like materials, were observed on the south bank of thebasin (see Figure 1-2) during the site reconnaissance. Similar materials were observed near asteel pipe previously identified as an ash slurry pipe (W-C 1998) at the west end of the basinduring the field sampling activities. A review of a utilities drawing (Map 2645, Sheet 16)indicated that an 8-inch ash pipe running to a sump on the north side of the basin, just south andeast of the Aniline Pond dam (Figure 1-2). A review of a related drawing (Map 2645, Sheet 19)indicated that the South Ash Settling Basin may also have received sanitary waste in thesouthwest corner of the basin from a septic system.A vitrified clay standpipe is located on the east end of the basin (Figure 1-2). This standpipeonce emptied directly into the Jenny Lind Run on the east side of “G” Avenue (Figure 1-2),according to drawing I.O.W.S No. 6047, Sheet 1 of 2).1.2 PREVIOUS INVESTIGATIONSDames & Moore completed a Contamination Survey at the site in 1984 (D&M 1984). However,the analytical methods used at that time are now considered obsolete. Therefore, the historicalanalytical data collected during this survey is not comparable to the data collected, followingcurrent standards, during the Phase I Remedial Investigation (RI) and the Phase II ResourceConservation and Recovery Act (RCRA) Facility Investigation (RFI), and was not used in thisreport.Woodward-Clyde completed a Phase I RI at this site in 1995 (W-C 1998).For additional information regarding the previous investigations completed at INAAP, refer toSection 3 of the Sitewide Work Plan (URSGWC 2000a).1.3 REPORT ORGANIZATIONThis report compiles the Phase I RI report with the results of the Phase II RFI. The remainingportion of this report is organized as follows:· Section 2 – Field Activities Summary· Section 3 – Physical Investigation Results: reviews site topography, local surficialgeology, and shallow hydrogeology· Section 4 – Data Quality Review and Validation: summarizes the results of the 100percent quality control (QC) review and the ten percent full validation· Section 5 – Chemical Investigation Results: identifies the chemical analyses and fieldduplicate samples collected; summarizes the sample detections by sampleidentification number and matrix type in tabular form· Section 6 – Contamination Assessment: presents an evaluation, both in text and onfigures, of chemicals present at the site in elevated concentrations by matrix andchemical groupSite Location and DescriptionSECTIONONE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 1-3· Section 7 – Human Health Risk Evaluation: examines the chemicals present invarious matrices at the site to determine if they pose a threat to human health· Section 8 – Ecological Health Risk Evaluation: examines the chemicals present invarious matrices at the site to determine if they pose a threat to the environment· Section 9 – Summary and Recommendations· Section 10 – ReferencesFor additional information including the facility description and environmental setting, previousinvestigations, and the technical approaches used during the Phase II RFI, refer to the SitewideWork Plan (URSGWC 2000a). For additional information regarding the rational for and theobjectives of the Phase II RFI, refer to the Sitewide Work Plan (URSGWC 2000a).Field Activities SummarySECTIONTWO South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 2-1Field activities for this site included direct push soil, soil gas and groundwater sampling, andsediment, subsurface soil and surface water sampling. The locations of the sampling points areprovided on Figure 2-1. Sample location, identification, depth, matrix, and chemical analysesare presented in Table 2-1 for samples collected in 1996, and in Table 2-2 for samples collectedin 2000. All field activities were completed in accordance with applicable Standard OperatingProcedures (SOPs) (W-C 1998, URSGWC 2000b). Any deviations from the SOPs are noted onthe Sample Collection Field Sheets (SCFS), provided in Appendix G.2.1 DIRECT PUSH SOIL, SOIL GAS AND GROUNDWATER SURVEYAs part of the Phase I RI, a direct push soil, soil gas and groundwater survey was completed atthe South Ash Settling Basin in order to identify the presence or absence of volatile organiccompounds (VOCs) in soil, soil gas and groundwater, and to assist in locating additional soilborings. The soil, soil gas and groundwater samples were positioned in a grid pattern, thoughsome sampling points had to be adjusted due to site features. Forty investigative samples werecollected and analyzed onsite for VOCs using a mobile laboratory. The majority of sampleswere collected from a depth of 5 feet below ground surface (bgs). For additional information onthe direct push soil, soil gas and groundwater survey at the South Ash Settling Basin, refer toSection 4 of the Draft Final Phase I RI Report (W-C 1998).2.2 GEOPHYSICAL SURVEYAn electrical resistivity survey was completed as part of the Phase II RFI investigation.Electrodes were spaced at five-foot intervals. The east-west transect was completed in threearrays due to the length of the basin and the short electrode spacing. The results of this surveyare discussed in Section 3.2.2.3 SOIL AND SEDIMENT SAMPLING2.3.1 SoilTwenty-two borings were drilled within the basin. Boring locations were selected based on soilgas, direct-push soil and groundwater sampling results (see Section 2.1), geophysical survey data(see Section 2.2), historical information, and site accessibility. Borings 04SB01 through 04SB12were drilled at the following locations (see Figure 2-1) using hollow stem augers (4 ¼-inch innerdiameter, 8-inch outer diameter) and a 3-inch diameter stainless steel split spoon:· 04SB01 – Along the west edge of the basin· 04SB02 and 04SB03 – Along the south edge of the basin· 04SB04 – Along the north edge of the basin· 04SB05 – In the west-central portion of the basin· 04SB06 – Outside the north edge of the west-central portion of the basinField Activities SummarySECTIONTWO South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 2-2· 04SB07 – Approximately 70 feet southwest of boring 04SB06· 04SB08 and 04SB09 – Near the southeast corner of the basin· 04SB10 – Near the possible basin outlet at the east end of the basin· 04SB11 – Approximately 70 feet east-southeast of the sinkhole· 04SB12 - Approximately 60 feet west-northeast of the sinkhole.Borings 04SB13 through 04SB22 were completed at the following locations (see Figure 2-1)using a direct push system and 1.75-inch diameter polyvinyl chloride (PVC) liners. Thelocations were selected based on the results of the electrical resistivity survey and the previousinvestigation.· 04SB13 – Near the north edge of the basin, along Electrical Resistivity Transect #4· 04SB14 – At the end of the basin, along Electrical Resistivity Transect #1, Array #3· 04SB15 – West-southwest of boring 04SB14, along Electrical Resistivity Transect#1, Array #3· 04SB16 – Northeast of boring 04SB15, between Electrical Resistivity Transects #3and 4· 04SB17 – Near the northern end of Electrical Resistivity Transect #3· 04SB18 – In the central portion of the basin, along Electrical Resistivity Transect #1,Array #2· 04SB19 – North-northeast of boring 04SB18· 04SB20 – In the eastern portion of the basin, along Electrical Resistivity Transect #2· 04SB21 – In the eastern portion of the basin, near the intersection of ElectricalResistivity Transect #1, Array #1 and Electrical Resistivity Transect #2· 04SB22 – In the eastern portion of the basin, along Electrical Resistivity Transect #1,Array #1Typically, three samples were collected for chemical analysis from each boring. However, dueto their relatively shallow total depths to bedrock only two samples were collected from borings04SB03, 04SB14 and 04SB18. Conversely, four samples were collected from borings 04SB16and 04SB17 based on the depth to bedrock. Sample identification, depth, matrix, and chemicalanalysis are presented in Tables 2-1 and 2-2. Boring locations are shown in Figure 2-1.Nine geotechnical samples were collected from the South Ash Settling Basin during the Phase IIRFI. The analytical results from these geotechnical samples are presented in Table F-1 inAppendix F.Field Activities SummarySECTIONTWO South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 2-32.3.2 SedimentNine sediment samples were collected during the sampling activities at the South Ash SettlingBasin. Seven of the nine sediment samples were collected from locations within the basin. Theother two samples (04SD01 and 04SD08) were collected below the basin near the possible basinoutlet. All but one of the sediment samples (04SD07) were collocated with the surface watersamples discussed in Section 2.5. The sediment samples were collected from the followinglocations (see Figure 2-1):· 04SD01 – From beneath standing water in the stream bed on the east side of“G” Avenue· 04SD02 – From beneath water flowing into the sinkhole· 04SD03, 04SD04 and 04SD05 – From beneath standing water in the drainage channelat the bottom of the basin· 04SD06 – From beneath standing water at the northwest end of the basin· 04SD07 – From a topographic low spot approximately 50 feet south of the sinkhole· 04SD08 – From beneath standing water in the stream bed on the east side of“G” Avenue, near the location of 04SD01· 04SD09 – From beneath standing water at the northwest end of the basin, near thelocation of 04SD06Sediment samples 04SD01 through 04SD05 and 04SD07 were collected from 0 to 2 feet bgs.Sediment sample 04SD06 was collected from 0 to 0.5 feet bgs. Sediment samples 04SD08 and04SD09 were collected from 0 to 0.2 feet bgs. Sample location, identification, depth, matrix,and chemical analysis are presented in Tables 2-1 and 2-2.An additional basin sediment sample, collected from 0 to 2.0 feet bgs at location adjacent to04SD06, underwent Toxicity Characteristic Leaching Procedure (TCLP) extraction prior tochemical analysis.2.4 DIRECT PUSH GROUNDWATER SAMPLINGGroundwater samples were collected from direct push borings 04SB13, 04SB15 through04SB17, and 04SB19. Samples also would have been collected from borings 04SB14, 04SB18and 04SB20 through 04SB22; however, water was not encountered in any of these boringsbefore reaching refusal. It was not possible to collect a sufficient quantity of groundwater fromboring 04SB15 during the initial sampling interval. Therefore, in order to obtain a sufficientquantity, the groundwater sample was collected from this location during four intervals over a30-hour period.Slotted, PVC standpipes were used during the collection of groundwater samples from all fourborings. Samples for VOCs analysis were collected using a stainless steel minibailer. Prior toField Activities SummarySECTIONTWO South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 2-4the collection of samples for other analyses, at least 500 milliliters (mL) of water were purgedfrom each boring using a peristaltic pump and designated high density polyethylene (HDPE)tubing. Samples for other analyses were collected using the peristaltic pump and HDPE tubing.Sample identification, depth, matrix, and chemical analysis are presented in Tables 2-1 and 2-2.Boring locations are shown in Figure 2-1.2.5 SURFACE WATER SAMPLINGEight surface water samples were collected during the sampling activities at the South AshSettling Basin. Six of the eight sediment samples were collected from locations within the basin.The other two samples (04SW01 and 04SW08) were collected below the basin near the possiblebasin outlet. All of the surface water samples were collocated with the sediment samplesdiscussed in Section 2.3. The sediment samples were collected from the following locations (seeFigure 2-1):· 04SW01 – From standing water in the stream bed on the east side of “G” Avenue· 04SW02 – From water flowing into the sinkhole (discussed in Section 3.1)· 04SW03, 04SD04 and 04SD05 – From standing water in the drainage channel at thebottom of the basin· 04SW06 – From standing water at the northwest end of the basin· 04SW08 – From standing water in the stream bed on the east side of “G” Avenue,near the location of 04SD01· 04SW09 – From standing water at the northwest end of the basin, near the location of04SD06Surface water flow to the sinkhole in the north-central part of the basin is intermittent, occurringonly after rainfall and snowmelt events. Surface water was flowing into the sinkhole at the timeof sampling. Therefore, one of the collocated surface water/sediment samples was collectedfrom the sinkhole. Sample identification, depth, matrix, and chemical analysis are presented inTables 2-1 and 2-2. Boring locations are shown in Figure 2-1.2.6 FIELD SCREENING RESULTSField screening was completed during both investigations using headspace analysis. Recoveredsoil from each boring and sediment sample was field screened using a photoionization detector(PID) to verify the presence or absence of organic vapors. Headspace results are presented inTable 2-3 and were recorded on the boring logs (see Appendix E) and the Sample CollectionField Sheets (SCFSs) (see Appendix G).Field Activities SummarySECTIONTWO South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 2-52.7 IDW DISPOSITIONInvestigation-derived wastes (IDW) including soil cuttings, development and purge water,decontamination fluids, and personal protective equipment (PPE) were containerized inaccordance with the Sitewide Work Plan (URSGWC 2000a). Disposal o f the IDW containershas been documented in the “IDW Disposition Technical Memorandum” (URS 2001).TABLE 2-1SUMMARY OF PHASE I RI SAMPLES FOR CHEMICAL ANALYSISSITE 4 - SOUTH ASH SETTLING BASINSample Sample Sample Sample ParametersLocation Identification Depth (ft bgs) Matrix VOCs1 SVOCs2 Metals3 Nitroaromatics/Nitramines4 Nitrates/Nitrites5 Comments04SB01 0401SB02 0.0-2.0 Ash X X X X X0401SB04 2.0-4.0 Ash X X X X X0401SB08 6.0-8.0 Soil X X X X X04SB02 0402SB02 0.0-2.0 Soil X X X X X0430SB02 0.0-2.0 Soil X X X X X Duplicate (0402SB02)0402SB04 2.0-4.0 Soil X X X X X0402SB06 4.0-6.0 Soil X X X X X04SB03 0403SB02 0.0-2.0 Ash X X X X X0403SB03 2.0-2.7 Ash X X X X X04SB04 0404SB02 0.0-2.0 Ash/Soil X X X X X0404SB06 4.0-6.0 Ash X X X X X0404SB10 8.0-10.0 Ash/Soil X X X X X MS/MSD04SB05 0405SB02 0.0-2.0 Ash/Soil X X X X X0431SB02 0.0-2.0 Ash/Soil X X X X X Duplicate (0405SB02)0405SB04 2.0-4.0 Ash X X X X X0405SB08 6.0-7.6 Ash/Soil X X X X X04SB06 0406SB02 0.0-2.0 Ash X X X X X0406SB06 4.0-6.0 Ash X X X X X0406SB10 8.0-10.0 Ash/Soil X X X X X04SB07 0407SB02 0.0-2.0 Ash X X X X X0407SB06 4.0-6.0 Ash X X X X X0407SB08 6.0-7.9 Ash/Soil X X X X X04SB08 0408SB02 0.0-2.0 Ash/Soil X X X X X0408SB06 4.0-6.0 Soil X X X X X0408SB10 8.0-10.0 Soil X X X X X04SB09 0409SB20 0.0-2.0 Ash X X X X X0409SB04 2.0-4.0 Soil X X X X X0409SB08 6.0-8.0 Soil X X X X XQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 1 of 2 4/24/02TABLE 2-1SUMMARY OF PHASE I RI SAMPLES FOR CHEMICAL ANALYSISSITE 4 - SOUTH ASH SETTLING BASINSample Sample Sample Sample ParametersLocation Identification Depth (ft bgs) Matrix VOCs1 SVOCs2 Metals3 Nitroaromatics/Nitramines4 Nitrates/Nitrites5 Comments04SB10 0410SB02 0.0-2.0 Ash/Soil X X X X X MS/MSD0410SB06 4.0-6.0 Soil X X X X X0410SB10 8.0-10.0 Soil X X X X X04SB11 0411SB02 0.0-2.0 Ash/Soil X X X X X0411SB06 4.0-6.0 Soil X X X X X0411SB10 8.0-10.0 Soil X X X X X04SB12 0412SB02 0.0-2.0 Ash/Soil X X X X X0412SB06 4.0-6.0 Ash/Soil X X X X X0412SB10 8.0-10.0 Soil X X X X X04SD01 0401SD00 0.0-2.0 Sediment X X X X X04SD02 0402SD00 0.0-2.0 Sediment X X X X X04SD03 0403SD00 0.0-2.0 Sediment X X X X X04SD04 0404SD00 0.0-2.0 Sediment X X X X X04SD05 0405SD00 0.0-2.0 Sediment X X X X X04SD06 0406SD00 0.0-0.5 Sediment X X X X X04SD07 0407SD00 0.0-2.0 Sediment X X X X X04SD17 0417SD01 0.0-2.1 Sediment X X X X X Duplicate (0407SD00)04SD08 0408SD02 0.0-0.5 Sediment X X X TCLP604SW01 0401SW00 Surface Water X X X X X04SW02 0402SW00 Surface Water X X X X X04SW03 0403SW00 Surface Water X X X X X04SW04 0404SW00 Surface Water X X X X X04SW05 0405SW00 Surface Water X X X X X04SW06 0406SW00 Surface Water X X X X XNotes: Abbreviations:Samples were collected in 1996. bgs = below ground surfaceAll samples to be analyzed for chemical analysis were shipped EMAX Laboratory, Inc, of Torrance, California. ft = feet1 TCL Volatile Organic Compounds: Preparation Method 5030 / Analysis Method 8260A. MS/MSD = Matrix Spike/ Matrix Spike Duplicate2 TCL Semivolatile Organic Compounds: Preparation Methods 3520 (aqueous) and 3550 (soil/sediment) / Analysis Method 8270. Duplicate = Quality Control Duplicate3 TAL Metals: Preparation Methods 3010/3020 (aqueous) and 3050B (soil) / Analysis Methods 6010/7000. SB = Soil Boring4 Nitroaromatics/nitramines were prepared and analyzed as identified in Method 8330. SD = Sediment5 Nitrate/Nitrite was prepared and analyzed as identified in Method 300. SW = Surface Water6 Toxicity Characteristic Leaching Procedure preparation Method 1311.Q:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 2 of 2 4/24/02TABLE 2-2SUMMARY OF PHASE II RFI SAMPLES FOR CHEMICAL ANALYSISSITE 4 - SOUTH ASH SETTLING BASINSample Sample Sample SampleLocation Identification Depth (ft bgs) Matrix VOCs1 SVOCs2 Metals3Nitroaromatics /Nitramines.4 Pest./PCBs5 TOC6 Cyanide7 TDS/TSS8 Geotech9 Comments04SB13 0413DS00 0.0-1.0 Soil X X X X X0413DS04 3.0-4.0 Soil X X0413DS06 4.0-6.0 Soil X X X X X0413DS08 6.0-8.0 Soil X X X X X0413DW08 8.0 Groundwater X X X X X X X04SB14 0414DS00 0.0-1.0 Soil X X X X X X0414DS02 1.0-2.1 Soil X X X X X X04SB15 0415DS00 0.0-1.0 Soil X X X X X X0415DS04 3.0-4.0 Soil X0415DS06 4.0-6.0 Soil X X X X X X X0415DS09 8.0-9.0 Soil X X X X X X0415DW09 9.0 Groundwater X X X X Limited Recovery04SB16 0416DS00 0.0-1.0 Soil X X X X X X0466DS00 0.0-1.0 Soil X X X X X Duplicate (0416DS00)0416DS12 10.0-12.0 Soil X X X X X X0416DS20 18.0-20.0 Soil X X X X X X X0416DS28 26.5-27.5 Soil X0416DS29 27.5-28.9 Soil X X X X X X0416DW29 28.9 Groundwater X X X X X X X0466DW29 28.9 Groundwater X X X X X X Duplicate (0416DW29)04SB17 0417DS00 0.0-1.0 Soil X X X X X X MS/MSD0417DS10 8.0-10.0 Soil X X X X X X0417DS11 10.0-11.0 Soil X0417DS15 13.0-15.0 Soil X X X X X X X0417DS22 19.5-21.5 Soil X X X X X X0417DW22 21.5 Groundwater X X X X X X X04SB18 0418DS00 0.0-1.0 Soil X X X X X0418DS04 2.7-4.0 Soil X0418DS06 4.0-6.0 Soil X X X X X04SB19 0419DS00 0.0-1.0 Soil X X X X X0419DS10 8.0-10.0 Soil X X X X X X0419DS12 11.0-12.1 Soil X0419DS20 18.0-20.0 Soil X X X X X0419DW26 26 Groundwater X X X X X0419DS40 Soil X X X X X Duplicate (0419DS00)ParametersQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 1 of 2 4/24/02TABLE 2-2SUMMARY OF PHASE II RFI SAMPLES FOR CHEMICAL ANALYSISSITE 4 - SOUTH ASH SETTLING BASINSample Sample Sample SampleLocation Identification Depth (ft bgs) Matrix VOCs1 SVOCs2 Metals3Nitroaromatics /Nitramines.4 Pest./PCBs5 TOC6 Cyanide7 TDS/TSS8 Geotech9 CommentsParameters04SB20 0420DS00 0.0-1.0 Soil X X X X X X0420DS20 0.0-1.0 Soil X X X X X Duplicate (0420DS00)0420DS04 3.0-4.0 Soil X0420DS06 4.0-6.0 Soil X X X X X0420DS10 8.0-10.0 Soil X X X X X04SB21 0421DS00 0.0-1.0 Soil X X X X X MS/MSD0421DS08 7.0-8.0 Soil X0421DS10 8.0-10.0 Soil X X X X X X0421DS17 15.0-17.0 Soil X X X X X04SB22 0422DS00 0.0-1.0 Soil X X X X X0422DS12 10.0-12.0 Soil X X X X X X0422DS13 11.8-13.0 Soil X0422DS19 18.0-19.0 Soil X X X X X04SW/SD08 0408SW00 - Surface Water X X X X X0408SD00 0.0-0.2 Sediment X X X X X04SW/SD09 0409SW00 - Surface Water X X X X X0409SD00 0.0-0.2 Sediment X X X X XNotes: Abbreviations:Samples were collected in 2000bgs = Below Ground Surface12345 DS = Direct Push-Soil6789 Geotechnical ParametersTotal Dissolved Solids/Total Suspended Solids (TDS/TSS) were prepared and analyzed as identified in Methods160.1/160.2.TCL Pesticides and PCBs: Preparation Methods 3520C (aqueous) and 3550B (soil/sediment) / Analysis Methods8081A (Pesticides) and 8082 (PCBs).MS/MSD = Matrix Spike/Matrix Spike DuplicateCyanide was prepared and analyzed as identified in Method 335.2.Total Organic Carbon (TOC) was prepared and analyzed as identified in Method 415.1.All samples to be analyzed for chemical analysis were shipped EMAX Laboratory, Inc, of Torrance, California.Geotechnical parameters varied from sample to sample depending on sample depth, soil type, etc. Refer to Appendix Ffor a complete summary of all geotechnical analyses.Field Duplicate = Quality Control Duplicate(original sample listed in parentheses).TCL Volatile Organic Compounds: Preparation Methods 5030 (aqueous/sediment) and 5035 (soil) / Analysis Method ft = feet8260B.TCL Semivolatile Organic Compounds: Preparation Methods 3520C (aqueous) and 3550B (soil/sediment) / AnalysisMethod 8270C.NA = Not ApplicableSD = SedimentTAL Metals: Preparation Method 3010A (aqueous) and 3050B (soil) / Analysis Methods 6010B/7470A (mercury).Nitroaromatics/nitramines were prepared and analyzed as identified in Method 8330.SW = Surface WaterDW = Direct Push - GroundwaterQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 2 of 2 4/24/02TABLE 2-3SUMMARY OF FIELD SCREENING FOR ORGANIC VAPORS FOR SOIL SAMPLESSITE 4 - SOUTH ASH SETTLING BASINBoring Number Sample Depth (ft bgs) Concentration (ppm)104SB01 0.0-2.0 ND2.0-4.0 20.04.0-6.0 ND6.0-8.0 ND04SB02 0.0-2.0 30.02.0-4.0 NA4.0-6.0 ND04SB03 0.0-2.0 2.02.0-2.7 NA04SB04 0.0-2.0 2.02.0-4.0 ND4.0-6.0 ND6.0-8.0 ND8.0-10.0 0.404SB05 0.0-2.0 ND2.0-4.0 ND4.0-6.0 ND6.0-7.6 ND04SB06 0.0-2.0 ND2.0-4.0 ND4.0-6.0 ND6.0-8.0 ND8.0-10.0 ND04SB07 0.0-2.0 ND2.0-4.0 ND4.0-6.0 ND6.0-7.9 ND04SB08 0.0-2.0 ND2.0-4.0 ND4.0-6.0 ND6.0-8.0 ND8.0-10.0 ND04SB09 0.0-2.0 ND2.0-4.0 ND4.0-6.0 ND6.0-8.0 ND04SB10 0.0-2.0 ND2.0-4.0 ND4.0-6.0 ND6.0-8.0 ND8.0-10.0 ND04SB11 0.0-2.0 NDQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 1 of 3 4/24/02TABLE 2-3SUMMARY OF FIELD SCREENING FOR ORGANIC VAPORS FOR SOIL SAMPLESSITE 4 - SOUTH ASH SETTLING BASINBoring Number Sample Depth (ft bgs) Concentration (ppm)12.0-4.0 ND4.0-6.0 ND6.0-8.0 ND8.0-10.0 ND04SB12 0.0-2.0 ND2.0-4.0 ND4.0-6.0 ND6.0-8.0 ND8.0-10.0 ND04SB13 0.5-1.0 ND4.0-6.0 1.06.0-8.0 1.004SB14 0.5-1.0 ND1.0-2.1 NR04SB15 0.5-1.0 2.04.0-6.0 1.08.0-9.0 0.504SB16 0.5-1.0 0.010.0-12.0 3.518-0-20.0 174.027.5-28.9 18.704SB17 0.5-1.0 0.58.0-10.0 0.713.0-15.0 0.719.5-21.5 1.404SB18 0.5-1.0 0.74.0-6.0 0.604SB19 0.5-1.0 1.18.0-10.0 2.418.0-20.0 2.704SB20 0.5-1.0 2.74.0-6.0 1.18.0-10.0 2.404SB21 0.5-1.0 0.38.0-10.0 0.715.0-17.0 0.204SB22 0.5-1.0 0.510.0-12.0 0.517.0-19.0 NA04SD01 0.0-2.0 ND04SD02 0.0-2.0 ND04SD03 0.0-2.0 NDQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 2 of 3 4/24/02TABLE 2-3SUMMARY OF FIELD SCREENING FOR ORGANIC VAPORS FOR SOIL SAMPLESSITE 4 - SOUTH ASH SETTLING BASINBoring Number Sample Depth (ft bgs) Concentration (ppm)104SD04 0.0-2.0 ND04SD05 0.0-2.0 ND04SD06 0.0-0.5 ND04SD07 0.0-2.0 ND04SD08 0.0-3.004SD09 0.0-0.2Notes:1 Measured response above background using an HNu Model 101 PID with an 11.7 eV probefor Phase I RI, and Mini-Rae PID with a 10.2 eV probe for Phase II RFI.Samples from borings 04SB01 through 04SB12 and sediment samples 04SD01 through 04SD07were collected in 1996. Samples from borings 04SB13 through 04SB22 and sediment samples04SD08 and 04SD09 were collected in 2000.Abbreviations:ft = feetbgs = below ground surfaceppm = part per millionSS = Shallow Soil sampleSB = Soil BoringND = Not DetectedNA = Not available due to low sample recoveryQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 3 of 3 4/24/02Physical Investigation ResultsSECTIONTHREE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 3-13.1 TOPOGRAPHY AND SURFACE FEATURESThe surface features at the site are shown on Figure 1-2. The South Ash Settling Basin issituated in an Upland area characterized by karst topography associated with shallow limestonebedrock. The basin itself was constructed within a topographic low near the head of the JennyLind Run. The surface of the basin is somewhat hummocky and irregular in shape, but generallyslopes to the east.A 1947 study of the effects of acid wastewater disposal on erosion at INAAP (Wickwire 1947)states that the Jenny Lind Run was artificially lengthened from the area of the South Ash SettlingBasin to the dam of the Process Waste Settling Basin located further downstream. A 1995 aerialphotogeologic analysis of the entire facility (ERI 1995) identified a pre-existing lineamentthrough the length of the South Ash Settling. The identification of this lineament was based, inpart, on a 1937 version of the USGS topographic map of the area that was generated prior toconstruction of INAAP.A small, intermittent stream was observed in the basin during the Phase I RI fieldwork. Thisstream, which had an average depth of 0.2 to 0.3 feet, flowed from the west-central part of thebasin to the east-central part, where it emptied into a 6-foot-diameter sinkhole (see Figure 1-2).A small drainage ditch flows south under 12th Street before entering the basin and also emptyinginto the sinkhole (see Figure 1-2); however, this ditch was not observed to contain water duringany of the site visits. Standing water, with maximum depths ranging from 0.3 to 0.5 feet, wasobserved in the tree-covered central and eastern portions of the basin during the January 1995site reconnaissance and during the January and February 1996 sampling event. Standing water,with maximum depths ranging from 0.3 to 0.5 feet, was observed only in the western portion ofthe basin during the October to December 2000 sampling event; the intermittent stream was notpresent at this time.The sides of the basin slope inward, with a drop of several feet to more than 20 feet from theedge to the bottom of the basin. A vitrified clay pipe approximately 2.5 feet in diameter, locatedat the east end of the basin, served as a former outlet for the basin.A review of a historical 1937 U.S. Geologic Survey (USGS) topographic quadrangle map(USGS 1937a) shows that the South Ash Settling Basin was constructed within an existingdrainage. A large elongated depression was observed within the portion of the Jenny Lind Runwhere the basin was constructed. Based on a comparison between the 1937 map and a 1950revised USGS topographic map (USGS 1937b), it appears that the northern side of the basin mayhave been partially filled during the facility’s construction.3.2 LOCAL SURFICIAL GEOLOGYThe local surficial geology has been interpreted based on an electrical resistivity survey, 22 soilborings, nine sediment samples, and the geotechnical analysis of nine soil samples.Physical Investigation ResultsSECTIONTHREE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 3-2Of the first 12 soil borings drilled during the Phase I RI, bedrock was encountered in six of theborings at depths ranging from 2.6 to 8.1 feet bgs. Limestone bedrock was encountered at 2.7feet bgs in Boring 04SB03, so only two samples were retained from this boring for chemicalanalysis.Borings 04SB13 through 04SB22 encountered refusal at depths ranging from 2.1 to 28.9 feetbgs. Except in the case of boring 04SB16, refusal suggested that bedrock might have beenencountered.As part of the electrical resistivity survey completed during the Phase II RFI, four transects werepositioned across the basin as shown on Figure 2-1. The results of the survey are presented inFigures 3-1 through 3-6. All simplified boring logs from both investigations are presented inFigure 3-5. The interpreted stratigraphy of the basin is depicted in five schematic geologic crosssections shown on Figures 3-9 and 3-10. The locations of the cross sections are shown on Figure3-8. These sections were generated by a qualified geologist from the boring logs usingRockWorks99Ò geologic mapping software. Elevations in feet Mean Sea Level (MSL) on thefigures are based on the North American Vertical Datum of 1988.The electrical resistivity of subsurface materials can be affected by a number of differentphysical characteristics. Physical characteristics that act to reduce electrical resistivity includeincreasing water content, increasing salinity of groundwater, increasing clay content, anddecreasing grain size. Additionally, the presence of water-filled voids such as fractures or porespaces and other primary or secondary porosity features lower electrical resistivity.Conversely, an absence or decrease in water content, a decrease in void space, porosity, orfracturing and an increasing degree of compaction or lithification can act to increase theelectrical resistivity. Typical ranges of electrical resistivities of various materials are as follows:Materials Resistivity(Ohm-Meters)Wet to moist clayey soil and wet clay 1s to 10sWet to moist silty clay soil and silty clay Low 10sWet to moist silty and sandy soils 10s to 1000sWell-fractured to slightly fractured rock with moist,soil-filled cracks100sSand and gravel with layers of silt Low 1000sSlightly fractured rock with dry, soil-filled cracks Low 1000sCoarse, dry sand and gravel deposits High 1000sMassively bedded rock High 1000sNote: Adapted from H.R. Burger, 1992, Exploration Geophysics of the Shallow SubsurfaceThe shallow stratigraphy consists primarily of process waste materials and colluvium overlyingresidual soils or limestone bedrock (Figures 3-1, 3-2 and 3-3). The sediments are thickest alongthe north side of the basin due to the infilling of the drainage channel (i.e., topographic low)bedrock surface configuration (Figure 3-3). The bedrock surface within the basin generallyPhysical Investigation ResultsSECTIONTHREE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 3-3slopes from south to north, as shown on the three north-south resistivity transects (Figures 3-4, 3-5 and 3-6), and slopes toward the center from both the west and east (Figures 3-1 and 3-3). Thelowest point of the bedrock surface coincides with the formation of sinkholes observed on thesurface near the east end of the basin. The locations of these sinkholes are shown on Figure 1-2.The depth to bedrock was deepest on the north side of the basin; bedrock was not encountered atSB16, where refusal was encountered at 28.9 feet bgs.The resistivity transect that spans across the west end of the basin (Figure 3-3) indicates thepresence of subsurface features in the bedrock. These features may be due to buried erosionaltrenches in the bedrock, uneven weathering of the bedrock surface, or the presence of karstfeatures such as buried sinks, voids or solution features.The types of materials generally encountered included a tar-like material (SB01 only) in the westend of the basin, topsoil, ash, colluvium and residual clay soils. Generalized descriptions ofthese materials are listed below:· Topsoil - Soft to stiff, red-brown to brown to olive-gray, moist, low plastic silty claywith occasional ash and limestone fragments, or trace gravel [Unified SoilClassification System (USCS) Symbol CL].· Ash - Loose, dry to wet, brown to gray to black, very fine-grained, poorly graded, andoccasionally containing some coarse-grained material (USCS Symbol ML to SM).Coarser-grained material observed consisted mainly of porous slag material or boiler-typeash.· Colluvium - Soft to medium stiff, light brown to reddish-brown, low plastic clay withsome chert and limestone fragments (USCS Symbol CL).· Residuum - Soft to hard, moist, reddish-brown to gray changing to brown, low tomedium plastic clay (USCS Symbol CL).These descriptions are based on field observations and the results of geotechnical testing.The sediment samples collected consisted of either ash or a mixture of ash and silty clay. Thesoil descriptions are similar to those listed above.Limestone bedrock was observed in outcrop along the southern edge of the basin, just west of“G” Avenue. The outcrop is located in the area marked “Coal Clinker” near the southeast cornerof the basin (see Figure 1-2).3.3 SHALLOW HYDROGEOLOGYThe configuration of the bedrock surface and the subsurface karst features observed on the 1937topographic map appear to coincide with the occurrence of shallow groundwater at the SouthAsh Settling Basin.Physical Investigation ResultsSECTIONTHREE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 3-4Groundwater was encountered in seven of the 12 borings completed during Phase I RI (February1996) and encountered in five of the ten borings completed during the Phase II RFI (October2000), as shown on the simplified boring logs in Figures 3-7 and 3-8. Shallow groundwater wastypically on top of the limestone bedrock in all areas of the basin with the exception of theeastern end. No groundwater was encountered in the seven borings completed toward the eastend of the basin, even at depths up to 26 bgs (the depth achieved at SB22 using a direct pushsystem). The borings were all located east of the two sinkholes shown on Figure1-2, possiblyindicating groundwater has exited the basin through the sinkholes or other subsurface karstfeature. Surface water reappears approximately 240 feet east of the earthen dam (i.e., the easternedge of the South Ash Settling Basin).RelativeElevation(Feet)1049176453015Distance(Feet)Interpreted Bedrock SurfaceEAST WEST010535061RelativeElevation(Feet)217 329004SB22Refusal = 19 ft BGS04SB21Refusal = 17 ft BGS1040153045617691BoringBoringSITE 4-SOUTH ASH SETTLING BASINELECTRICAL RESISTIVITY IMAGING RESULTSTRANSECT 1, ARRAY 1DRN. BY: TJKCHKD. BY: MMSDATE: 10/10/00REVISIONS: 0PROJECT NO.45-FL99010D.00FIG. NO.3-1RelativeElevation(Feet)91764530Distance(Feet)Interpreted Bedrock SurfaceEAST WEST112 38561224 336RelativeElevation(Feet)01509176614530150Boring04B18Refusal = 6 ft BGSSITE 4-SOUTH ASH SETTLING BASINELECTRICAL RESISTIVITY IMAGING RESULTSTRANSECT 1, ARRAY 2DRN. BY: TJKCHKD. BY: MMSDATE: 10/10/00REVISIONS: 0PROJECT NO.45-FL99010D.00FIG. NO.3-2RelativeElevation(Feet)9176614530150Distance(Feet)Interpreted Bedrock SurfaceEAST WEST672 700350RelativeElevation(Feet)107 1079176614530150Boring04SB15Refusal = 9.1 ft BGSBoring04SB14Refusal = 2.1 ft BGS420 602SITE 4-SOUTH ASH SETTLING BASINELECTRICAL RESISTIVITY IMAGING RESULTSTRANSECT 1, ARRAY 3DRN. BY: TJKCHKD. BY: MMSDATE: 10/10/00REVISIONS: 0PROJECT NO.45-FL99010D.00FIG. NO.3-3RelativeElevation(Feet)917661150Distance(Feet)Interpreted Bedrock SurfaceNORTH SOUTH112 2240RelativeElevation(Feet)10735045301079176614530150Boring04SB13Refusal = 8 ft BGSSITE 4-SOUTH ASH SETTLING BASINELECTRICAL RESISTIVITY IMAGING RESULTSTRANSECT 2DRN. BY: TJKCHKD. BY: MMSDATE: 10/10/00REVISIONS: 0PROJECT NO.45-FL99010D.00FIG. NO.3-4RelativeElevation(Feet)797367610Distance(Feet)Interpreted Bedrock SurfaceNORTH SOUTH56 112 1680RelativeElevation(Feet)224 918555499185736761795549Boring04SB17Refusal = 21.5 ft BGSSITE 4-SOUTH ASH SETTLING BASINELECTRICAL RESISTIVITY IMAGING RESULTSTRANSECT 3DRN. BY: TJKCHKD. BY: MMSDATE: 10/10/00REVISIONS: 0PROJECT NO.45-FL99010D.00FIG. NO.3-5RelativeElevation(Feet)7973676143300Distance(Feet)Interpreted Bedrock SurfaceNORTH SOUTH56 1681120RelativeElevation(Feet)91224 245855549379185797367615549433730Boring04SB21Refusal = 17 ft BGSBoring04SB20Refusal = 10 ft BGSSITE 4-SOUTH ASH SETTLING BASINELECTRICAL RESISTIVITY IMAGING RESULTSTRANSECT 4DRN. BY: TJKCHKD. BY: MMSDATE: 10/10/00REVISIONS: 0PROJECT NO.45-FL99010D.00FIG. NO.3-6Data Quality Review and ValidationSECTIONFOUR South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 4-14.1 PHASE I RIData review/validation procedures resulted in the rejection of the following: phenolic compoundsfrom the analyses of two subsurface soil samples, nondetect explosive compounds from onesurface water sample, and selenium from the TCLP sample. Reporting limits were elevated dueto soil moisture content, which ranged from 16 percent to 47 percent. See the PHASE I RIreport, for a more detailed discussion of the data review issues associated with this investigation.4.2 PHASE II RFIAll chemical data were reviewed following procedures identified in the INAPP Site WideQuality Assurance Project Plan (URS 2000). All VOC data for sample 04-14-DS-00 (and thereanalysis) and antimony data for sample 04-21-DS-00 were qualified rejected based on qualitycontrol (QC) parameters outside evaluation criteria. Some data for the samples collected at theSouth Ash Settling Basin were qualified estimated (J/UJ) based on internal standard, surrogate,LCS or field duplicate recoveries outside evaluation criteria. Additionally, acetone, methylenechloride and bis(2-ethylhexyl)phthalate data for many samples were qualified nondetect (U)based on the presence of these compounds in the trip blank or laboratory method blank samplesor based on professional judgement (common laboratory contaminants). Potassium and thalliumdata for two sediment samples and thallium for one surface water sample were qualifiednondetect (U) based on the presence of the compounds in the laboratory method blank samples.Acceptable levels of accuracy and precision were achieved for the data. A complete summary ofthe data reviews and validations is presented in Appendix A.The analytical data for samples collected at the South Ash Settling Basin were determined to beacceptable (including estimated data) for the intended use with the exception of select VOC andantimony data qualified rejected (R).Chemical Investigation ResultsSECTIONFIVE South Ash Settling Basin, Site 4Q:\4599\fl010d00\Site 4\Final\Section 1-10\Site 4 Text_Rev2.doc\5-Apr-02 /OMA 5-1All samples collected from the South Ash Settling Basin were analyzed for Target CompoundList (TCL) VOCs, TCL semivolatile organic compound (SVOCs), Target Analyte List (TAL)metals, and nitroaromatics/nitramines. Samples collected during the Phase I RI were alsoanalyzed for nitrate/nitrite. Samples collected during the Phase II RFI were also analyzed forpesticides/polychlorinated biphenyls (PCBs). Additionally, three groundwater samples(0413DW08, 0416DW29, and 0417DW22) collected during the Phase II RFI were analyzed fortotal suspended solids (TSS)/total dissolved solids (TDS). Field duplicate samples collectedfrom this site included:Field Duplicate Associated Sample0431SB02 0405SB020430SB02 0402SB020417SD00 0401SD000416SW00 0401SW000466DS00 0416DS000466DW29 0416DW290419DS40 0419DS000420DS20 0420DS00Field duplicate sample results are presented in Appendix H.Summaries of the analytical results can be found as follows:· Surface and subsurface soil, sediment, surface water, and groundwater samplescollected from this site and the types of analyses are summarized in Tables 2-1 and 2-2.· All analytical results for the TCLP analysis are summarized in Table 5-1 (discussedbelow).· Chemicals detected, maximum concentration, and frequency of detects for soil andsediment samples collected from the South Ash Settling Basin are summarized inTable 5-2 (discussed below).· Chemicals detected, maximum concentration, and frequency of detects for surfacewater and groundwater samples collected from the South Ash Settling Basin aresummarized in Table 5-3 (discussed below).· Appendix H contains all analytical results.TABLE 5-1COMPARISON OF CHEMICALS DETECTED IN TCLP1 SAMPLETO TCLP REGULATORY LIMITSSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0408SD02LAB SAMPLE NUMBER B093-02COLLECT DATE 2/20/96Result RL Qual TCLP1 Regulatory Limit 2VOLATILE ORGANICS (μg/L)1,1,1-Trichloroethane < 10 U N/A1,1,2,2-Tetrachloroethane < 10 U N/A1,1,2-Trichloroethane < 10 U N/A1,1-Dichloroethane < 10 U N/A1,1-Dichloroethene < 10 U 7001,2-Dichloroethane < 10 U 5001,2-Dichloroethene (Total) < 10 U N/A1,2-Dichloropropane < 10 U N/A2-Butanone < 10 U 2000002-Hexanone < 10 U N/A4-Methyl-2-pentanone < 10 U N/AAcetone 16 N/ABenzene < 10 U 500Bromodichloromethane < 10 U N/ABromoform < 10 U N/ABromomethane < 10 U N/ACarbon Disulfide < 10 U N/ACarbon Tetrachloride < 10 U 500Chlorobenzene < 10 U 100000Chloroethane < 10 U N/AChloroform < 10 U 6000Chloromethane < 10 U N/Acis-1,3-Dichloropropene < 10 U N/ADibromochloromethane < 10 U N/AEthylbenzene < 10 U N/AMethylene Chloride 12 N/AStyrene < 10 U N/ATetrachloroethene < 10 U 700Toluene 0.5 J N/Atrans-1,3-Dichloropropene < 10 U N/ATrichloroethene < 10 U 500Vinyl chloride < 10 U 200Xylenes (Total) < 11 U N/ASEMIVOLATILE ORGANICS (μg/L)1,2,4-Trichlorobenzene < 10 U N/A1,2-Dichlorobenzene < 10 U N/A1,3-Dichlorobenzene < 10 U N/A1,4-Dichlorobenzene < 10 U 75002,2-oxybis(1-Chloropropane) < 10 U N/A2,4,5-Trichlorophenol < 25 U 4000002,4,6-Tricholorphenol < 10 U 20002,4-Dichlorophenol < 10 U N/A2,4-Dimethylphenol < 10 U N/A2,4-Dinitrophenol < 25 U N/A2,4-Dinitrotoluene < 10 U 1302,6-Dinitrotoluene < 10 U N/A2-Chloronaphthalene < 10 U N/AQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 1 of 4 4/24/02TABLE 5-1COMPARISON OF CHEMICALS DETECTED IN TCLP1 SAMPLETO TCLP REGULATORY LIMITSSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0408SD02LAB SAMPLE NUMBER B093-02COLLECT DATE 2/20/96Result RL Qual TCLP1 Regulatory Limit 2SEMIVOLATILE ORGANICS (μg/L), cont.2-Chlorophenol < 10 U N/A2-Methylnaphthalene < 10 U N/A2-Methylphenol < 10 U 2000002-Nitroaniline < 25 U N/A2-Nitrophenol < 10 U N/A3,3-Dichlorobenzidine < 10 U N/A3-Nitroaniline < 25 U N/A4,6-Dinitro-2-methylphenol < 25 U N/A4-Bromophenyl-phenylether < 10 U N/A4-Chloro-3methylphenol < 10 U N/A4-Chloroaniline < 10 U N/A4-Chlorophenyl-phenylether < 10 U N/A4-Methylphenol < 10 U 2000004-Nitroaniline < 25 U N/A4-Nitrophenol < 25 U N/AAcenaphthene < 10 U N/AAcenaphthylene < 10 U N/AAnthracene < 10 U N/ABenzo(a)anthracene < 10 U N/ABenzo(a)pyrene < 10 U N/ABenzo(b)fluoranthene < 10 U N/ABenzo(g,h,i)perylene < 10 U N/ABenzo(k)fluoranthene < 10 U N/Abis(2-Chloroethoxy)methane < 10 U N/Abis(2-Chloroethyl)ether < 10 U N/Abis(2-Ethylhexyl)phthalate < 10 U N/AButylbenzylphthalate < 10 U N/ACarbazole 440 3 N/AChrysene < 10 U N/ADi-n-butylphthalate < 10 U N/ADi-n-octylphthalate < 10 U N/ADibenz(a,h)anthracene < 10 U N/ADibenzofuran < 10 U N/ADiethylphthalate 0.6 J N/ADimethylphthalate < 10 U N/AFluoranthene < 10 U N/AFluorene < 10 U N/AHexachlorobenzene < 10 U 130Hexachlorobutadiene < 10 U 500Hexachlorocyclopentadiene < 10 U N/AHexachloroethane < 10 U 3000Indeno(1,2,3-cd)pyrene < 10 U N/AIsophorone < 10 U N/AN-Nitroso-di-n-propylamine < 10 U N/AN-nitrosodiphenylamine 1100 4 N/ANaphthalene < 10 U N/ANitrobenzene < 10 U 2000Q:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 2 of 4 4/24/02TABLE 5-1COMPARISON OF CHEMICALS DETECTED IN TCLP1 SAMPLETO TCLP REGULATORY LIMITSSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0408SD02LAB SAMPLE NUMBER B093-02COLLECT DATE 2/20/96Result RL Qual TCLP1 Regulatory Limit 2SEMIVOLATILE ORGANICS (μg/L), cont.Pentachlorophenol < 25 U 100000Phenanthrene < 10 U N/APhenol < 10 U N/APyrene < 10 U 5000PESTICIDES/PCB (μg/L)4,4-DDD < 0.1 U N/A4,4-DDE < 0.1 U N/A4,4-DDT < 0.1 U N/AAldrin < 0.05 U N/Aalpha-BHC < 0.05 U N/Aalpha-Chlordane 0.06 J N/AAroclor-1016 < 1 U N/AAroclor-1221 < 2 U N/AAroclor-1232 < 1 U N/AAroclor-1242 < 1 U N/AAroclor-1248 < 1 U N/AAroclor-1254 < 1 U N/AAroclor-1260 < 1 U N/Abeta-BHC < 0.09 U N/Adelta-BHC < 0.1 U N/ADieldrin < 0.1 U N/AEndosulfan I < 0.1 U N/AEndosulfan II < 0.1 U N/AEndosulfan sulfate < 0.1 U N/AEndrin 0.03 J 20Endrin aldehyde < 0.1 U N/AEndrin ketone 0.05 J N/Agamma-BHC (Lindane) < 0.05 U 400gamma-Chlordane < 0.05 U 30Heptachlor < 0.05 U 8Heptachlor epoxide < 0.05 U 8PESTICIDES/PCB (μg/L)Methoxychlor < 0.05 U 10000Toxaphene < 5 U 500METALS (μg/L)Aluminum < 695 U N/AAntimony < 400 U N/AArsenic < 160 U 5000Barium 379 J 100000Beryllium < 20 U N/ACadmium < 40 U 1000Calcium 105000 U N/AChromium < 100 U 5000Cobalt < 100 U N/ACopper 56.5 J N/AIron < 300 U N/ALead 60.6 J 5000Magnesium 7930 N/AQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 3 of 4 4/24/02TABLE 5-1COMPARISON OF CHEMICALS DETECTED IN TCLP1 SAMPLETO TCLP REGULATORY LIMITSSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0408SD02LAB SAMPLE NUMBER B093-02COLLECT DATE 2/20/96Result RL Qual TCLP1 Regulatory Limit 2METALS (μg/L) (cond)Manganese 2090 N/AMercury < 0.2 U 200Nickel < 200 U N/APotassium < 12000 U N/ASelenium R 1000Silver < 80 U 5000Sodium < 1670000 U N/AThallium < 140 U N/AVanadium < 60 U N/AZinc 206 U N/A1 TCLP = Toxicity Characteristic Leaching Procedure2 TCLP Regulatory Limits published in 40 CFR Part 261 Appendix II3 Result for Carbazole was taken from diluted sample4 Result for N-nitrosodiphenylamine was taken from diluted sampleData Qualifiers:U = NondetectJ = Estimated ValueR = Rejected DataQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 4 of 4 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0401SB02 0401SB04 0401SB08 0401SD00 0402SB02DATE COLLECTED February 8, 1996 February 8, 1996 February 8, 1996 January 23, 1996 February 9, 1996Maximum Frequency Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL QualVOLATILE ORGANICCOMPOUNDS (μg/kg)1,2-Dichloroethenes, total 180 1 / 44 < 13 U < 64 U < 12 U < 15 U < 13 U2-Butanone 37 J 13 / 73 < 13 U < 64 U < 12 U < 15 U < 13 U2-Hexanone 2 J 1 / 73 < 13 U < 64 U < 12 U < 15 U < 13 UAcetone 180 37 / 73 < 13 U 76 14 25 19Benzene 190 9 / 73 < 13 U 190 6 J < 15 U < 13 UCarbon disulfide 23 10 / 73 < 13 U < 64 U < 12 U < 15 U < 13 UEthylbenzene 21 J 5 / 73 < 13 U 21 J < 12 U < 15 U < 13 Um/p-xylene 2 J 1 / 31Methyl isobutyl ketone 1.4 J 1 / 73 < 13 U < 64 U < 12 U < 15 U < 13 UMethylene chloride 230 2 / 73 < 13 U < 64 U < 12 U < 15 U < 13 Uo-Xylene 0.9 J 1 / 31Tetrachloroethylene 65 J 9 / 73 < 13 U < 64 U < 12 U < 15 U < 13 UToluene 130 18 / 73 0.9 J 130 8 J < 15 U 4 JTrichloroethylene 570 J 1 / 73 < 13 U < 64 U < 12 U < 15 U < 13 UXylenes, total 180 2 / 42 < 13 U < 64 U < 12 U < 15 U < 13 USEMIVOLATILE ORGANICCOMPOUNDS (μg/kg)1,4-Dichlorobenzene 25 J 1 / 74 < 420 U < 250000 U < 2000 U < 490 U < 2100 U2,4-Dinitrotoluene 360 J 2 / 74 < 420 U < 250000 U < 2000 U < 490 U < 2100 U2-Chlorophenol 27 J 1 / 72 < 420 U < 250000 U < 2000 U < 490 U < 2100 U2-Methylnaphthalene 520 2 / 74 < 420 U < 250000 U < 2000 U 520 < 2100 U3-Methyl-4-chlorophenol 29 J 1 / 72 < 420 U < 250000 U < 2000 U < 490 U < 2100 UAcenaphthene 180 J 4 / 74 < 420 U < 250000 U < 2000 U 180 J < 2100 UAnthracene 470 J 3 / 74 < 420 U < 250000 U < 2000 U 470 J < 2100 UBenzo(a)anthracene 2100 8 /76 < 420 U < 250000 U < 2000 U 2100 < 2100 Ubenzo(a)pyrene 1700 2 / 74 < 420 U < 250000 U < 2000 U 1700 < 2100 UBenzo(b)fluoranthene 2800 6 / 74 < 420 U < 250000 U < 2000 U 2800 < 2100 UBenzo(g,h,i)perylene 690 J 4 / 74 < 420 U < 250000 U < 2000 U 690 J < 2100 UBenzo(k)fluoranthene 980 8 / 74 < 420 U < 250000 U < 2000 U 980 < 2100 Ubis(2-chloroethyl) ether 16000 J 3 / 74 < 420 U < 250000 U < 2000 U < 490 U < 2100 Ubis(2-ethylhexyl) phthalate 1600 1 / 74 < 420 U < 250000 U < 4800 U < 490 U < 2100 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 1 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0401SB02 0401SB04 0401SB08 0401SD00 0402SB02DATE COLLECTED February 8, 1996 February 8, 1996 February 8, 1996 January 23, 1996 February 9, 1996Maximum Frequency Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL QualButylbenzyl phthalate 1200 9 / 74 < 420 U < 250000 U < 2000 U 72 J < 2100 UCarbazole 5800000 J 42 / 74 210 J 3100000 J 36000 320 J 4100 JChrysene 1600 J 7 / 74 < 420 U < 250000 U < 2000 U 1600 J < 2100 UDi-n-butyl phthalate 19000 19 / 74 < 420 U 9200 J < 4800 U 12000 < 2100 UDi-n-octyl phthalate 35 J 2 / 74 < 420 U < 250000 U < 2000 U 35 J < 2100 UDibenz(a,h)anthracene 140 J 2 / 74 < 420 U < 250000 U < 2000 U 140 J < 2100 UDibenzofuran 270 J 3 / 74 < 420 U < 250000 U < 2000 U 270 J < 2100 UFluoranthene 4200 11 / 74 < 420 U < 250000 U < 2000 U 4200 < 2100 UFluorene 190 J 3 / 74 < 420 U < 250000 U < 2000 U 190 J < 2100 UIndeno(1,2,3-c,d)pyrene 730 J 4 / 74 < 420 U < 250000 U < 2000 U 730 J < 2100 UN-Nitrosodiphenylamine 120000000 51 / 74 670 1.2E+08 220000 220 J 13000 JNaphthalene 4300 J 6 / 74 < 420 U < 250000 U < 2000 U 290 J < 2100 UNitrobenzene 5500 J 5 / 74 < 420 U < 250000 U < 2000 U < 490 U < 2100 UPhenanthrene 2500 8 / 74 < 420 U < 250000 U < 2000 U 2500 < 2100 UPhenol 120000 8 / 72 < 420 U 31000 J < 2000 U < 490 U < 2100 UPyrene 3200 16 / 74 < 420 U < 250000 U < 2000 U 3200 < 2100 UPESTICIDES(ORGANOCHLORINE) (μg/kg)4,4-DDE 3.7 J 5 / 334,4-DDT 15 3 / 33Alpha-Benzenehexachloride 20 1 / 33Alpha-Chlordane 47 J 12 / 33beta-Hexachlorocyclohexane 31 J 6 / 33Dieldrin 14 6 / 33Endosulfan II 0.69 J 1 / 33Endrin 3 J 4 / 33Endrin aldehyde 12 J 2 / 33Endrin ketone 64 3 / 33gamma-Chlordane 3.5 6 / 33Heptachlor 0.84 J 1 / 33Q:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 2 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0401SB02 0401SB04 0401SB08 0401SD00 0402SB02DATE COLLECTED February 8, 1996 February 8, 1996 February 8, 1996 January 23, 1996 February 9, 1996Maximum Frequency Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL QualMethoxychlor 10 1 / 33NITROAROMATICS /NITRAMINES (μg/kg)1,3-Dinitrobenzene 150000 11 / 74 < 514 U < 51600 U < 482 U < 590 UJ 4700 J2,4-Dinitrotoluene 5900 2 / 74 < 514 U < 51600 U < 482 U < 590 U < 509 U2,6-Dinitrotoluene 2500 1 / 74 < 514 U < 51600 U < 482 U < 590 U < 509 U2-Amino-4,6-dinitrotoluene 1400000 11 / 74 < 514 U 1400000 < 482 U < 590 UJ < 509 U2-Nitrotoluene 4000 1 / 74 < 514 U < 51600 U < 482 U < 590 U < 509 U3-Nitrotoluene 4800 J 3 / 74 < 514 U < 51600 U < 482 U < 590 UJ < 509 U4-Amino-2,6-dinitrotoluene 24000 5 / 74 < 514 U < 51600 U < 482 U < 590 U < 509 U4-Nitrotoluene 2500 2 / 74 < 514 U < 51600 U < 482 U < 590 UJ < 509 UNitrobenzene 1200 2 / 74 < 514 U < 51600 U < 482 U < 590 UJ < 509 UMETALS (mg/kg)Aluminum 26700 74 / 74 4890 15000 4420 2910 11800Antimony 35 J 25 / 74 < 10.3 UJ < 10.3 UJ < 9.6 UJ < 11.8 UJ < 10.2 UJArsenic 48.3 74 / 74 9.5 9.1 5.1 11.4 11.9Barium 671 74 / 74 205 J 124 J 37.9 J 65.8 225Beryllium 3.7 62 / 74 0.97 J 2.2 < 0.48 U 0.74 J 0.83 JCadmium 2.5 27 / 74 < 1 U < 1 U < 0.96 U < 1.2 U < 1 UCalcium 168000 74 / 74 13000 22000 117000 13600 J 4930Chromium 242 74 / 74 8.1 42.4 7 12.4 J 17.1 JCobalt 29.6 70 / 74 4.6 J 8 J 15.4 8.7 J 12.6 JCopper 722 74 / 74 53.9 115 16 28.4 32Iron 216000 74 / 74 33900 61600 12800 23500 J 23300Lead 496 74 / 74 12.4 J 30 J 7.7 J 158 J 46.8 JMagnesium 51600 74 / 74 645 J 1640 49300 1430 J 1370Manganese 6730 74 / 74 170 J 383 J 1110 J 774 1710 JMercury 4.6 43 / 74 0.98 0.13 < 0.1 U 2.2 J 0.19Nickel 203 72 / 74 23.6 J 50.9 J 31.9 J 16.4 19.3Potassium 4150 72 / 74 335 J 4150 973 J 523 J 1090 JSelenium 9.43 35 / 74 1.6 1.9 < 1.2 U < 1.5 U < 1.3 USilver 1.16 J 2 / 74 < 2.1 U < 2.1 U < 1.9 U < 2.4 U < 2 USodium 26600 74 / 74 265 J 13500 4500 754 J 299 JQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 3 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD ID 0401SB02 0401SB04 0401SB08 0401SD00 0402SB02DATE COLLECTED February 8, 1996 February 8, 1996 February 8, 1996 January 23, 1996 February 9, 1996Maximum Frequency Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL QualThallium 21 59 / 74 4.4 9 < 1.7 U < 2.1 U 2.3 JVanadium 80.8 74 / 74 18.5 62.6 16.9 19.3 30.5Zinc 573 74 / 74 282 118 9.4 117 J 77OTHER PARAMETERS(mg/kg)Cyanide 0.596 J 6 / 56 < 0.31 U < 0.32 U < 0.3 U < 0.36 U < 0.31 UTotal Organic Carbon 99.3 5 / 5Notes:* = Sample Collected on Multiple DaysND = Not DetectedRL = Reporting LimitQual = QualifierJ = EstimatedR = RejectedUJ = Estimated NondetectU = Nondetectmg/kg = milligram per kilogramμg/kg = microgram per kilogramThis table combines data from the Phase I RI (1995-1996)with data from the Phase II RFI (2000-2001).Blank space for a set of analytes indicates that the sample wasnot analyzed for these parameters.Analyte frequency information does not include dilutions andreanalyses.Results in the table represent the highest reportedconcentration for each analyte.Frequency indicates the number of times a given analyte wasdetected in the samples.The maximum detected concentrations for each analyte areunderlined and appear in boldface font.Q:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 4 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyVOLATILE ORGANICCOMPOUNDS (μg/kg)1,2-Dichloroethenes, total 180 1 / 442-Butanone 37 J 13 / 732-Hexanone 2 J 1 / 73Acetone 180 37 / 73Benzene 190 9 / 73Carbon disulfide 23 10 / 73Ethylbenzene 21 J 5 / 73m/p-xylene 2 J 1 / 31Methyl isobutyl ketone 1.4 J 1 / 73Methylene chloride 230 2 / 73o-Xylene 0.9 J 1 / 31Tetrachloroethylene 65 J 9 / 73Toluene 130 18 / 73Trichloroethylene 570 J 1 / 73Xylenes, total 180 2 / 42SEMIVOLATILE ORGANICCOMPOUNDS (μg/kg)1,4-Dichlorobenzene 25 J 1 / 742,4-Dinitrotoluene 360 J 2 / 742-Chlorophenol 27 J 1 / 722-Methylnaphthalene 520 2 / 743-Methyl-4-chlorophenol 29 J 1 / 72Acenaphthene 180 J 4 / 74Anthracene 470 J 3 / 74Benzo(a)anthracene 2100 8 /76benzo(a)pyrene 1700 2 / 74Benzo(b)fluoranthene 2800 6 / 74Benzo(g,h,i)perylene 690 J 4 / 74Benzo(k)fluoranthene 980 8 / 74bis(2-chloroethyl) ether 16000 J 3 / 74bis(2-ethylhexyl) phthalate 1600 1 / 740402SB04 0402SB06 0402SD00 0403SB02 0403SB03February 9, 1996 February 9, 1996 January 23, 1996 February 9, 1996 February 9, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U 78 35 26< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U 3 J< 12 U < 12 U < 17 U < 22 U < 13 U< 12 U < 12 U < 17 U < 22 U < 13 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U 160 J < 7200 U 30 J< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U 710 J < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U 330 J 89 J < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 72000 U < 2100 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 5 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyButylbenzyl phthalate 1200 9 / 74Carbazole 5800000 J 42 / 74Chrysene 1600 J 7 / 74Di-n-butyl phthalate 19000 19 / 74Di-n-octyl phthalate 35 J 2 / 74Dibenz(a,h)anthracene 140 J 2 / 74Dibenzofuran 270 J 3 / 74Fluoranthene 4200 11 / 74Fluorene 190 J 3 / 74Indeno(1,2,3-c,d)pyrene 730 J 4 / 74N-Nitrosodiphenylamine 120000000 51 / 74Naphthalene 4300 J 6 / 74Nitrobenzene 5500 J 5 / 74Phenanthrene 2500 8 / 74Phenol 120000 8 / 72Pyrene 3200 16 / 74PESTICIDES(ORGANOCHLORINE) (μg/kg)4,4-DDE 3.7 J 5 / 334,4-DDT 15 3 / 33Alpha-Benzenehexachloride 20 1 / 33Alpha-Chlordane 47 J 12 / 33beta-Hexachlorocyclohexane 31 J 6 / 33Dieldrin 14 6 / 33Endosulfan II 0.69 J 1 / 33Endrin 3 J 4 / 33Endrin aldehyde 12 J 2 / 33Endrin ketone 64 3 / 33gamma-Chlordane 3.5 6 / 33Heptachlor 0.84 J 1 / 330402SB04 0402SB06 0402SD00 0403SB02 0403SB03February 9, 1996 February 9, 1996 January 23, 1996 February 9, 1996 February 9, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 410 U < 390 U < 2800 U < 7200 U < 2100 U690 < 390 U 5600 86000 28000< 410 U < 390 U 360 J < 7200 U < 2100 U< 410 U < 490 U 5900 15000 6800< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U 120 J < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U 110 J < 7200 U < 2100 U1100 270 J 28000 790000 260000< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U < 2800 U < 7200 U < 2100 U< 410 U < 390 U 110 J < 7200 U < 2100 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 6 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyMethoxychlor 10 1 / 33NITROAROMATICS /NITRAMINES (μg/kg)1,3-Dinitrobenzene 150000 11 / 742,4-Dinitrotoluene 5900 2 / 742,6-Dinitrotoluene 2500 1 / 742-Amino-4,6-dinitrotoluene 1400000 11 / 742-Nitrotoluene 4000 1 / 743-Nitrotoluene 4800 J 3 / 744-Amino-2,6-dinitrotoluene 24000 5 / 744-Nitrotoluene 2500 2 / 74Nitrobenzene 1200 2 / 74METALS (mg/kg)Aluminum 26700 74 / 74Antimony 35 J 25 / 74Arsenic 48.3 74 / 74Barium 671 74 / 74Beryllium 3.7 62 / 74Cadmium 2.5 27 / 74Calcium 168000 74 / 74Chromium 242 74 / 74Cobalt 29.6 70 / 74Copper 722 74 / 74Iron 216000 74 / 74Lead 496 74 / 74Magnesium 51600 74 / 74Manganese 6730 74 / 74Mercury 4.6 43 / 74Nickel 203 72 / 74Potassium 4150 72 / 74Selenium 9.43 35 / 74Silver 1.16 J 2 / 74Sodium 26600 74 / 740402SB04 0402SB06 0402SD00 0403SB02 0403SB03February 9, 1996 February 9, 1996 January 23, 1996 February 9, 1996 February 9, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 498 U < 474 U 9200 J 8600 < 5180 U< 498 U < 474 U < 693 U < 866 U < 5180 U< 498 U < 474 U < 693 U < 866 U < 5180 U< 498 U < 474 U 2500 J < 866 U < 5180 U< 498 U < 474 U < 693 U < 866 U < 5180 U< 498 U < 474 U 800 J < 866 U < 5180 U< 498 U < 474 U < 693 U < 866 U < 5180 U< 498 U < 474 U 1300 J < 866 U < 5180 U< 498 U < 474 U < 693 U < 866 U < 5180 U10200 2170 8980 8530 2770< 10 UJ < 9.5 UJ < 13.9 UJ < 17.3 UJ < 10.4 UJ8.4 4.9 16.7 31.1 6.1218 48.1 202 196 39.3 J0.83 J < 0.47 U 1.6 J 1.8 J < 0.52 U< 1 U < 0.95 U < 1.4 U 2.5 < 1 U4120 130000 58600 J 32100 16800012.8 J 7.8 J 26.3 J 42.9 J 15.3 J11.1 J 11.9 6.9 J 10.4 J 9.4 J18.2 15.5 107 109 32.119000 11800 22200 J 49300 1650037.1 J 8.1 J 144 J 62.5 J 25.6 J1230 J 51600 3380 1860 J 345001830 J 1500 J 1140 614 J 753 J0.16 < 0.1 U 0.41 0.23 < 0.11 U19 22.7 24.5 37.4 26.8849 J 1040 J 788 J 1000 J 799 J< 1.2 U < 1.2 U 4.2 4.7 < 1.3 U< 2 U < 1.9 U < 2.8 U < 3.5 U < 2.1 U174 J 998 J 892 J 447 J 599 JQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 7 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyThallium 21 59 / 74Vanadium 80.8 74 / 74Zinc 573 74 / 74OTHER PARAMETERS(mg/kg)Cyanide 0.596 J 6 / 56Total Organic Carbon 99.3 5 / 5Notes:* = Sample Collected on Multiple DaysND = Not DetectedRL = Reporting LimitQual = QualifierJ = EstimatedR = RejectedUJ = Estimated NondetectU = Nondetectmg/kg = milligram per kilogramμg/kg = microgram per kilogramThis table combines data from the Phase I RI (1995-1996)with data from the Phase II RFI (2000-2001).Blank space for a set of analytes indicates that the sample wasnot analyzed for these parameters.Analyte frequency information does not include dilutions andreanalyses.Results in the table represent the highest reportedconcentration for each analyte.Frequency indicates the number of times a given analyte wasdetected in the samples.The maximum detected concentrations for each analyte areunderlined and appear in boldface font.0402SB04 0402SB06 0402SD00 0403SB02 0403SB03February 9, 1996 February 9, 1996 January 23, 1996 February 9, 1996 February 9, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 1.7 U < 1.7 U < 2.4 U 7.7 3.724.8 14.4 41.9 48.9 14.966.7 7.4 137 J 154 81.5< 0.31 U < 0.29 U < 0.43 U < 0.53 U < 0.32 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 8 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyVOLATILE ORGANICCOMPOUNDS (μg/kg)1,2-Dichloroethenes, total 180 1 / 442-Butanone 37 J 13 / 732-Hexanone 2 J 1 / 73Acetone 180 37 / 73Benzene 190 9 / 73Carbon disulfide 23 10 / 73Ethylbenzene 21 J 5 / 73m/p-xylene 2 J 1 / 31Methyl isobutyl ketone 1.4 J 1 / 73Methylene chloride 230 2 / 73o-Xylene 0.9 J 1 / 31Tetrachloroethylene 65 J 9 / 73Toluene 130 18 / 73Trichloroethylene 570 J 1 / 73Xylenes, total 180 2 / 42SEMIVOLATILE ORGANICCOMPOUNDS (μg/kg)1,4-Dichlorobenzene 25 J 1 / 742,4-Dinitrotoluene 360 J 2 / 742-Chlorophenol 27 J 1 / 722-Methylnaphthalene 520 2 / 743-Methyl-4-chlorophenol 29 J 1 / 72Acenaphthene 180 J 4 / 74Anthracene 470 J 3 / 74Benzo(a)anthracene 2100 8 /76benzo(a)pyrene 1700 2 / 74Benzo(b)fluoranthene 2800 6 / 74Benzo(g,h,i)perylene 690 J 4 / 74Benzo(k)fluoranthene 980 8 / 74bis(2-chloroethyl) ether 16000 J 3 / 74bis(2-ethylhexyl) phthalate 1600 1 / 740403SD00 0404SB02 0404SB06 0404SB10 0404SD00January 23, 1996 February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 20 U < 13 U < 16 U < 17 U < 19 U< 20 U < 13 U < 16 U < 17 U < 19 U< 20 U < 13 U < 16 U < 17 U < 19 UJ40 < 13 U < 16 U < 17 U 17 J< 20 U < 13 U < 16 U < 17 U < 19 U< 20 U < 13 U < 16 U < 17 U < 19 U< 20 U < 13 U < 16 U < 17 U < 19 UJ< 20 U < 13 U < 16 U < 17 U < 19 UJ< 20 U < 13 U < 16 U < 17 U 15 J< 20 U < 13 U 7 J < 17 U < 19 UJ< 20 U 3 J 2 J < 17 U < 19 UJ< 20 U < 13 U < 16 U < 17 U < 19 U< 20 U < 13 U < 16 U < 17 U < 19 UJ< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 UR < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 UR < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U 95 J < 620 U< 3300 U < 2100 U 40 J < 570 U < 620 U610 J < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U 1600Q:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 9 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyButylbenzyl phthalate 1200 9 / 74Carbazole 5800000 J 42 / 74Chrysene 1600 J 7 / 74Di-n-butyl phthalate 19000 19 / 74Di-n-octyl phthalate 35 J 2 / 74Dibenz(a,h)anthracene 140 J 2 / 74Dibenzofuran 270 J 3 / 74Fluoranthene 4200 11 / 74Fluorene 190 J 3 / 74Indeno(1,2,3-c,d)pyrene 730 J 4 / 74N-Nitrosodiphenylamine 120000000 51 / 74Naphthalene 4300 J 6 / 74Nitrobenzene 5500 J 5 / 74Phenanthrene 2500 8 / 74Phenol 120000 8 / 72Pyrene 3200 16 / 74PESTICIDES(ORGANOCHLORINE) (μg/kg)4,4-DDE 3.7 J 5 / 334,4-DDT 15 3 / 33Alpha-Benzenehexachloride 20 1 / 33Alpha-Chlordane 47 J 12 / 33beta-Hexachlorocyclohexane 31 J 6 / 33Dieldrin 14 6 / 33Endosulfan II 0.69 J 1 / 33Endrin 3 J 4 / 33Endrin aldehyde 12 J 2 / 33Endrin ketone 64 3 / 33gamma-Chlordane 3.5 6 / 33Heptachlor 0.84 J 1 / 330403SD00 0404SB02 0404SB06 0404SB10 0404SD00January 23, 1996 February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 3300 U < 2100 U < 2700 U < 570 U 12003100 J 14000 18000 560 J 200 J< 3300 U < 2100 U < 2700 U < 570 U < 620 U650 J < 2100 U < 2700 U < 570 U 19000< 3300 U < 2100 U < 2700 U 29 J < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 U31000 19000 180000 J 2800 2600< 3300 U < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U 59 J < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 UR < 2100 U < 2700 U < 570 U < 620 U< 3300 U < 2100 U < 2700 U < 570 U < 620 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 10 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyMethoxychlor 10 1 / 33NITROAROMATICS /NITRAMINES (μg/kg)1,3-Dinitrobenzene 150000 11 / 742,4-Dinitrotoluene 5900 2 / 742,6-Dinitrotoluene 2500 1 / 742-Amino-4,6-dinitrotoluene 1400000 11 / 742-Nitrotoluene 4000 1 / 743-Nitrotoluene 4800 J 3 / 744-Amino-2,6-dinitrotoluene 24000 5 / 744-Nitrotoluene 2500 2 / 74Nitrobenzene 1200 2 / 74METALS (mg/kg)Aluminum 26700 74 / 74Antimony 35 J 25 / 74Arsenic 48.3 74 / 74Barium 671 74 / 74Beryllium 3.7 62 / 74Cadmium 2.5 27 / 74Calcium 168000 74 / 74Chromium 242 74 / 74Cobalt 29.6 70 / 74Copper 722 74 / 74Iron 216000 74 / 74Lead 496 74 / 74Magnesium 51600 74 / 74Manganese 6730 74 / 74Mercury 4.6 43 / 74Nickel 203 72 / 74Potassium 4150 72 / 74Selenium 9.43 35 / 74Silver 1.16 J 2 / 74Sodium 26600 74 / 740403SD00 0404SB02 0404SB06 0404SB10 0404SD00January 23, 1996 February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 805 UJ < 522 U < 661 U < 692 U < 756 UJ4400 < 522 U < 661 U < 692 U < 756 U2500 < 522 U < 661 U < 692 U < 756 U< 805 UJ < 522 U 1900 < 692 U < 756 UJ< 805 U < 522 U 4000 < 692 U < 756 U< 805 UJ < 522 U 740 < 692 U < 756 UJ< 805 U < 522 U 780 < 692 U < 756 U< 805 UJ < 522 U 2500 < 692 U < 756 UJ< 805 U < 522 U < 661 U < 692 U < 756 U8330 10400 9310 14800 13400< 16.1 UJ < 10.4 UJ < 13.2 UJ < 13.8 UJ < 15.1 UJ22.3 12.5 11.1 13.6 12.7255 277 292 256 2772.3 1.6 2 2.2 2.6< 1.6 U < 1 U 1.4 J < 1.4 U 1.5 J25700 J 9200 25500 29100 14300 J28.3 J 17.3 18.1 16.6 16.9 J6.8 J 14 3.7 J 10.9 J < 3.8 U85.4 51.7 49.5 32.8 48.820100 J 35600 24600 34000 14400 J80.1 J 54.8 189 32.2 30.3 J1640 J 1230 J 1820 2680 1230 J375 1560 J 322 J 1260 J 5480.34 0.14 < 0.14 U < 0.14 U 0.5423.3 24.2 13.3 21.8 16.11300 J 1140 J 1250 J 1130 J 1060 J6 < 1.3 U 9.4 3.4 < 1.9 U< 3.2 U < 2.1 U < 2.6 U < 2.8 U < 3 U1040 J 249 J 1310 J 492 J 1210 JQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 11 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyThallium 21 59 / 74Vanadium 80.8 74 / 74Zinc 573 74 / 74OTHER PARAMETERS(mg/kg)Cyanide 0.596 J 6 / 56Total Organic Carbon 99.3 5 / 5Notes:* = Sample Collected on Multiple DaysND = Not DetectedRL = Reporting LimitQual = QualifierJ = EstimatedR = RejectedUJ = Estimated NondetectU = Nondetectmg/kg = milligram per kilogramμg/kg = microgram per kilogramThis table combines data from the Phase I RI (1995-1996)with data from the Phase II RFI (2000-2001).Blank space for a set of analytes indicates that the sample wasnot analyzed for these parameters.Analyte frequency information does not include dilutions andreanalyses.Results in the table represent the highest reportedconcentration for each analyte.Frequency indicates the number of times a given analyte wasdetected in the samples.The maximum detected concentrations for each analyte areunderlined and appear in boldface font.0403SD00 0404SB02 0404SB06 0404SB10 0404SD00January 23, 1996 February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 2.8 U 7.5 4.8 7.2 < 2.6 U56.5 32.4 34.6 39.2 46.5154 J 145 215 151 122 J< 0.49 U < 0.32 U < 0.4 U < 0.42 U < 0.46 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 12 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyVOLATILE ORGANICCOMPOUNDS (μg/kg)1,2-Dichloroethenes, total 180 1 / 442-Butanone 37 J 13 / 732-Hexanone 2 J 1 / 73Acetone 180 37 / 73Benzene 190 9 / 73Carbon disulfide 23 10 / 73Ethylbenzene 21 J 5 / 73m/p-xylene 2 J 1 / 31Methyl isobutyl ketone 1.4 J 1 / 73Methylene chloride 230 2 / 73o-Xylene 0.9 J 1 / 31Tetrachloroethylene 65 J 9 / 73Toluene 130 18 / 73Trichloroethylene 570 J 1 / 73Xylenes, total 180 2 / 42SEMIVOLATILE ORGANICCOMPOUNDS (μg/kg)1,4-Dichlorobenzene 25 J 1 / 742,4-Dinitrotoluene 360 J 2 / 742-Chlorophenol 27 J 1 / 722-Methylnaphthalene 520 2 / 743-Methyl-4-chlorophenol 29 J 1 / 72Acenaphthene 180 J 4 / 74Anthracene 470 J 3 / 74Benzo(a)anthracene 2100 8 /76benzo(a)pyrene 1700 2 / 74Benzo(b)fluoranthene 2800 6 / 74Benzo(g,h,i)perylene 690 J 4 / 74Benzo(k)fluoranthene 980 8 / 74bis(2-chloroethyl) ether 16000 J 3 / 74bis(2-ethylhexyl) phthalate 1600 1 / 740405SB02 0405SB04 0405SB08 0405SD00 0406SB02February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U 35 < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U 1 J< 15 U < 18 U < 13 U < 16 U < 14 U< 15 U < 18 U < 13 U < 16 U < 14 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U R < 430 U < 540 U < 450 UJ< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U R < 430 U < 540 U < 450 UJ< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U190 J < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 UJ < 540 U < 450 U210 J < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 U < 430 U < 540 U < 450 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 13 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyButylbenzyl phthalate 1200 9 / 74Carbazole 5800000 J 42 / 74Chrysene 1600 J 7 / 74Di-n-butyl phthalate 19000 19 / 74Di-n-octyl phthalate 35 J 2 / 74Dibenz(a,h)anthracene 140 J 2 / 74Dibenzofuran 270 J 3 / 74Fluoranthene 4200 11 / 74Fluorene 190 J 3 / 74Indeno(1,2,3-c,d)pyrene 730 J 4 / 74N-Nitrosodiphenylamine 120000000 51 / 74Naphthalene 4300 J 6 / 74Nitrobenzene 5500 J 5 / 74Phenanthrene 2500 8 / 74Phenol 120000 8 / 72Pyrene 3200 16 / 74PESTICIDES(ORGANOCHLORINE) (μg/kg)4,4-DDE 3.7 J 5 / 334,4-DDT 15 3 / 33Alpha-Benzenehexachloride 20 1 / 33Alpha-Chlordane 47 J 12 / 33beta-Hexachlorocyclohexane 31 J 6 / 33Dieldrin 14 6 / 33Endosulfan II 0.69 J 1 / 33Endrin 3 J 4 / 33Endrin aldehyde 12 J 2 / 33Endrin ketone 64 3 / 33gamma-Chlordane 3.5 6 / 33Heptachlor 0.84 J 1 / 330405SB02 0405SB04 0405SB08 0405SD00 0406SB02February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 4900 U 21 J 8 J 37 J < 450 U550000 J < 580 UJ 10000 J 180 J < 450 U150 J < 580 UJ < 430 U < 540 U < 450 U< 690 U < 580 U < 430 U 8200 < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U410 J < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U770000 J < 580 UJ 43000 J 1500 < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U< 4900 U < 580 UJ < 430 U < 540 U < 450 U230 J < 580 UJ < 430 U < 540 U < 450 U690 J R < 430 U < 540 U < 450 UJ380 J < 580 UJ < 430 U < 540 U < 450 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 14 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyMethoxychlor 10 1 / 33NITROAROMATICS /NITRAMINES (μg/kg)1,3-Dinitrobenzene 150000 11 / 742,4-Dinitrotoluene 5900 2 / 742,6-Dinitrotoluene 2500 1 / 742-Amino-4,6-dinitrotoluene 1400000 11 / 742-Nitrotoluene 4000 1 / 743-Nitrotoluene 4800 J 3 / 744-Amino-2,6-dinitrotoluene 24000 5 / 744-Nitrotoluene 2500 2 / 74Nitrobenzene 1200 2 / 74METALS (mg/kg)Aluminum 26700 74 / 74Antimony 35 J 25 / 74Arsenic 48.3 74 / 74Barium 671 74 / 74Beryllium 3.7 62 / 74Cadmium 2.5 27 / 74Calcium 168000 74 / 74Chromium 242 74 / 74Cobalt 29.6 70 / 74Copper 722 74 / 74Iron 216000 74 / 74Lead 496 74 / 74Magnesium 51600 74 / 74Manganese 6730 74 / 74Mercury 4.6 43 / 74Nickel 203 72 / 74Potassium 4150 72 / 74Selenium 9.43 35 / 74Silver 1.16 J 2 / 74Sodium 26600 74 / 740405SB02 0405SB04 0405SB08 0405SD00 0406SB02February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual4600 J < 701 U < 519 U < 653 UJ < 546 U< 593 U < 701 U < 519 U < 653 U < 546 U< 593 U < 701 U < 519 U < 653 U < 546 U3100 J < 701 U < 519 U < 653 UJ < 546 U< 593 U < 701 U < 519 U < 653 U < 546 U4800 J < 701 U < 519 U < 653 UJ < 546 U1200 J < 701 U < 519 U < 653 U < 546 U< 593 U < 701 U < 519 U < 653 UJ < 546 U< 593 U < 701 U < 519 U < 653 U < 546 U7450 12000 12400 12300 10300< 11.9 UJ < 14 UJ < 10.4 UJ < 13.1 UJ < 10.9 UJ15.2 11.2 15.9 8.8 7.8296 95.4 157 276 258 J1.3 J 2 1.2 J 2 1.91.2 J < 1.4 U < 1 U < 1.3 U 1.2 J9530 21600 18600 13800 J 1410034.8 10.4 22.3 12 J 13.96.7 J < 3.5 U 7 J < 3.3 U 3.6 J53.5 28.9 52.5 35.4 3752300 16700 26300 13600 J 19400172 J 17.6 45.1 21.9 J 18.1 J670 J 1430 J 2340 1090 J 817 J338 J 238 J 673 J 585 162 J< 0.12 U < 0.15 U < 0.11 U 0.22 < 0.11 U26.7 < 7 U 34.3 12 J 9.8 J788 J 1470 J 1390 701 J 625 J2.4 4.6 1.8 2 < 1.4 U< 2.4 U < 2.8 U < 2.1 U < 2.6 U < 2.2 U493 J 521 J 2040 848 J 2880Q:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 15 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyThallium 21 59 / 74Vanadium 80.8 74 / 74Zinc 573 74 / 74OTHER PARAMETERS(mg/kg)Cyanide 0.596 J 6 / 56Total Organic Carbon 99.3 5 / 5Notes:* = Sample Collected on Multiple DaysND = Not DetectedRL = Reporting LimitQual = QualifierJ = EstimatedR = RejectedUJ = Estimated NondetectU = Nondetectmg/kg = milligram per kilogramμg/kg = microgram per kilogramThis table combines data from the Phase I RI (1995-1996)with data from the Phase II RFI (2000-2001).Blank space for a set of analytes indicates that the sample wasnot analyzed for these parameters.Analyte frequency information does not include dilutions andreanalyses.Results in the table represent the highest reportedconcentration for each analyte.Frequency indicates the number of times a given analyte wasdetected in the samples.The maximum detected concentrations for each analyte areunderlined and appear in boldface font.0405SB02 0405SB04 0405SB08 0405SD00 0406SB02February 10, 1996 February 10, 1996 February 10, 1996 January 23, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual11.5 < 2.5 U 3.4 < 2.3 U 4.238.5 51.5 36.4 38.7 31.8103 126 129 106 J 186< 0.36 U < 0.43 U < 0.32 U < 0.4 U < 0.34 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 16 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyVOLATILE ORGANICCOMPOUNDS (μg/kg)1,2-Dichloroethenes, total 180 1 / 442-Butanone 37 J 13 / 732-Hexanone 2 J 1 / 73Acetone 180 37 / 73Benzene 190 9 / 73Carbon disulfide 23 10 / 73Ethylbenzene 21 J 5 / 73m/p-xylene 2 J 1 / 31Methyl isobutyl ketone 1.4 J 1 / 73Methylene chloride 230 2 / 73o-Xylene 0.9 J 1 / 31Tetrachloroethylene 65 J 9 / 73Toluene 130 18 / 73Trichloroethylene 570 J 1 / 73Xylenes, total 180 2 / 42SEMIVOLATILE ORGANICCOMPOUNDS (μg/kg)1,4-Dichlorobenzene 25 J 1 / 742,4-Dinitrotoluene 360 J 2 / 742-Chlorophenol 27 J 1 / 722-Methylnaphthalene 520 2 / 743-Methyl-4-chlorophenol 29 J 1 / 72Acenaphthene 180 J 4 / 74Anthracene 470 J 3 / 74Benzo(a)anthracene 2100 8 /76benzo(a)pyrene 1700 2 / 74Benzo(b)fluoranthene 2800 6 / 74Benzo(g,h,i)perylene 690 J 4 / 74Benzo(k)fluoranthene 980 8 / 74bis(2-chloroethyl) ether 16000 J 3 / 74bis(2-ethylhexyl) phthalate 1600 1 / 740406SB06 0406SB10 0406SD00 0407SB02 0407SB06February 10, 1996 February 10, 1996 January 24, 1996 February 10, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U 23 85 < 14 U 22< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U 2 J < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 18 U < 15 U < 19 U < 14 U < 14 U< 590 U < 490 U < 13000 U < 460 U < 960 U< 590 U < 490 U < 13000 U < 460 U < 960 U< 590 U < 490 U < 13000 U < 460 U < 960 U< 590 U < 490 U < 13000 U < 460 U 19 J< 590 U < 490 U < 13000 U < 460 U < 960 U< 590 U < 490 U < 13000 U 13 J 26 J< 590 U < 490 U < 13000 U 45 J 92 J< 590 U < 490 U < 13000 UJ 160 J 320 J< 590 U < 490 U < 13000 UJ 140 J < 960 U< 590 U < 490 U < 13000 UJ 200 J < 960 U< 590 U < 490 U < 13000 UJ 47 J 61 J< 590 U < 490 U < 13000 UJ 73 J < 960 U< 590 U < 490 U < 13000 U < 460 U < 960 U< 590 U < 490 U < 13000 U < 460 U < 960 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 17 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyButylbenzyl phthalate 1200 9 / 74Carbazole 5800000 J 42 / 74Chrysene 1600 J 7 / 74Di-n-butyl phthalate 19000 19 / 74Di-n-octyl phthalate 35 J 2 / 74Dibenz(a,h)anthracene 140 J 2 / 74Dibenzofuran 270 J 3 / 74Fluoranthene 4200 11 / 74Fluorene 190 J 3 / 74Indeno(1,2,3-c,d)pyrene 730 J 4 / 74N-Nitrosodiphenylamine 120000000 51 / 74Naphthalene 4300 J 6 / 74Nitrobenzene 5500 J 5 / 74Phenanthrene 2500 8 / 74Phenol 120000 8 / 72Pyrene 3200 16 / 74PESTICIDES(ORGANOCHLORINE) (μg/kg)4,4-DDE 3.7 J 5 / 334,4-DDT 15 3 / 33Alpha-Benzenehexachloride 20 1 / 33Alpha-Chlordane 47 J 12 / 33beta-Hexachlorocyclohexane 31 J 6 / 33Dieldrin 14 6 / 33Endosulfan II 0.69 J 1 / 33Endrin 3 J 4 / 33Endrin aldehyde 12 J 2 / 33Endrin ketone 64 3 / 33gamma-Chlordane 3.5 6 / 33Heptachlor 0.84 J 1 / 330406SB06 0406SB10 0406SD00 0407SB02 0407SB06February 10, 1996 February 10, 1996 January 24, 1996 February 10, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual17 J < 490 U < 13000 UJ 12 J < 960 U15 J 840 1400000 140 J 10000< 590 U < 490 U < 13000 UJ 150 J 210 J< 590 U < 490 U < 13000 U < 460 U < 960 U< 590 U < 490 U < 13000 UJ < 460 U < 960 U< 590 U < 490 U < 13000 UJ 20 J < 960 U< 590 U < 490 U < 13000 U 11 J 23 J14 J < 490 U < 13000 U 330 J 550 J< 590 U < 490 U < 13000 U 15 J 37 J< 590 U < 490 U < 13000 UJ 76 J 87 J< 590 U 56000 4900000 < 99 U 150000< 590 U < 490 U < 13000 U 11 J 33 J< 590 U 22 J 5500 J 68 J < 960 U< 590 U < 490 U < 13000 U 220 J 410 J< 590 U < 490 U < 13000 U < 460 U < 960 U12 J < 490 U < 13000 U 260 J 430 JQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 18 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyMethoxychlor 10 1 / 33NITROAROMATICS /NITRAMINES (μg/kg)1,3-Dinitrobenzene 150000 11 / 742,4-Dinitrotoluene 5900 2 / 742,6-Dinitrotoluene 2500 1 / 742-Amino-4,6-dinitrotoluene 1400000 11 / 742-Nitrotoluene 4000 1 / 743-Nitrotoluene 4800 J 3 / 744-Amino-2,6-dinitrotoluene 24000 5 / 744-Nitrotoluene 2500 2 / 74Nitrobenzene 1200 2 / 74METALS (mg/kg)Aluminum 26700 74 / 74Antimony 35 J 25 / 74Arsenic 48.3 74 / 74Barium 671 74 / 74Beryllium 3.7 62 / 74Cadmium 2.5 27 / 74Calcium 168000 74 / 74Chromium 242 74 / 74Cobalt 29.6 70 / 74Copper 722 74 / 74Iron 216000 74 / 74Lead 496 74 / 74Magnesium 51600 74 / 74Manganese 6730 74 / 74Mercury 4.6 43 / 74Nickel 203 72 / 74Potassium 4150 72 / 74Selenium 9.43 35 / 74Silver 1.16 J 2 / 74Sodium 26600 74 / 740406SB06 0406SB10 0406SD00 0407SB02 0407SB06February 10, 1996 February 10, 1996 January 24, 1996 February 10, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 719 U < 597 U 24 J < 562 U < 584 U< 719 U < 597 U < 76500 UJ < 562 U < 584 U< 719 U < 597 U < 76500 UJ < 562 U < 584 U< 719 U 2000 < 76500 UJ < 562 U 1500< 719 U < 597 U < 76500 U < 562 U < 584 U< 719 U < 597 U < 76500 UJ < 562 U < 584 U< 719 U < 597 U 14 J < 562 U < 584 U< 719 U < 597 U < 76500 UJ < 562 U < 584 U< 719 U < 597 U 3 1200 < 584 U7040 9880 7150 6970 18800< 14.4 UJ < 11.9 UJ < 15.3 UJ < 11.2 UJ < 11.7 UJ23.6 6.8 23.7 24.2 33.9114 J 145 J 182 302 4862.1 2.2 1.4 J 1.2 J 3.7< 1.4 U < 1.2 U < 1.5 U < 1.1 U 25990 15700 5700 J 13600 2620019.3 10.5 88.9 J 25.3 51.7< 3.6 U 7.9 J 24.3 4.4 J 8.1 J72.5 29.9 255 35.8 10824200 28500 95600 45500 58600251 J 27.4 J 146 J 131 77.3984 J 2510 1590 J 540 J 165079 J 1010 J 2920 J 149 J 322 J2 < 0.12 U 4.6 0.14 < 0.12 U20.1 J 24.7 J 161 19.2 42966 J 988 J 1010 J 715 J 1400 J3.6 1.5 2.6 3.3 4.5< 2.9 U < 2.4 U < 3.1 U < 2.2 U < 2.3 U5710 1980 845 J 1370 J 669 JQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 19 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyThallium 21 59 / 74Vanadium 80.8 74 / 74Zinc 573 74 / 74OTHER PARAMETERS(mg/kg)Cyanide 0.596 J 6 / 56Total Organic Carbon 99.3 5 / 5Notes:* = Sample Collected on Multiple DaysND = Not DetectedRL = Reporting LimitQual = QualifierJ = EstimatedR = RejectedUJ = Estimated NondetectU = Nondetectmg/kg = milligram per kilogramμg/kg = microgram per kilogramThis table combines data from the Phase I RI (1995-1996)with data from the Phase II RFI (2000-2001).Blank space for a set of analytes indicates that the sample wasnot analyzed for these parameters.Analyte frequency information does not include dilutions andreanalyses.Results in the table represent the highest reportedconcentration for each analyte.Frequency indicates the number of times a given analyte wasdetected in the samples.The maximum detected concentrations for each analyte areunderlined and appear in boldface font.0406SB06 0406SB10 0406SD00 0407SB02 0407SB06February 10, 1996 February 10, 1996 January 24, 1996 February 10, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual5.3 3.8 21 9.3 10.136.2 28.2 26.6 35.7 65.2121 110 148 84.7 212< 0.44 U < 0.37 U < 0.47 U < 0.34 U < 0.36 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 20 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyVOLATILE ORGANICCOMPOUNDS (μg/kg)1,2-Dichloroethenes, total 180 1 / 442-Butanone 37 J 13 / 732-Hexanone 2 J 1 / 73Acetone 180 37 / 73Benzene 190 9 / 73Carbon disulfide 23 10 / 73Ethylbenzene 21 J 5 / 73m/p-xylene 2 J 1 / 31Methyl isobutyl ketone 1.4 J 1 / 73Methylene chloride 230 2 / 73o-Xylene 0.9 J 1 / 31Tetrachloroethylene 65 J 9 / 73Toluene 130 18 / 73Trichloroethylene 570 J 1 / 73Xylenes, total 180 2 / 42SEMIVOLATILE ORGANICCOMPOUNDS (μg/kg)1,4-Dichlorobenzene 25 J 1 / 742,4-Dinitrotoluene 360 J 2 / 742-Chlorophenol 27 J 1 / 722-Methylnaphthalene 520 2 / 743-Methyl-4-chlorophenol 29 J 1 / 72Acenaphthene 180 J 4 / 74Anthracene 470 J 3 / 74Benzo(a)anthracene 2100 8 /76benzo(a)pyrene 1700 2 / 74Benzo(b)fluoranthene 2800 6 / 74Benzo(g,h,i)perylene 690 J 4 / 74Benzo(k)fluoranthene 980 8 / 74bis(2-chloroethyl) ether 16000 J 3 / 74bis(2-ethylhexyl) phthalate 1600 1 / 740407SB08 0407SD00 0408SB02 0408SB06 0408SB10February 10, 1996 January 23, 1996 February 10, 1996 February 10, 1996 February 10, 1996Result RL Qual Result RL Qual Result RL Qual Result RL Qual Result RL Qual< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U 77 13 < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 13 U < 20 U < 12 U < 12 U < 13 U< 430 U < 660 U < 390 U < 400 U 25 J< 430 U < 660 U 50 J < 400 U < 430 U< 430 U < 660 U < 390 U < 400 U 27 J< 430 U < 660 U < 390 U < 400 U < 430 U< 430 U < 660 U < 390 U < 400 U 29 J< 430 U < 660 U < 390 U < 400 U 27 J< 430 U < 660 U < 390 U < 400 U < 430 U< 430 U 63 J < 390 U < 400 U < 430 U< 430 U < 660 U < 390 U < 400 U < 430 U< 430 U 120 J < 390 U < 400 U < 430 U< 430 U < 660 U < 390 U < 400 U < 430 U< 430 U 40 J < 390 U < 400 U < 430 U< 430 U < 660 U < 390 U < 400 U < 430 U< 430 U < 660 U < 390 U < 400 U < 430 UQ:\4599\fl010d00\Site 4\Predraft\Sections 1-10\Site 4 Tables_Rev2 Page 21 of 64 4/24/02TABLE 5-2SUMMARY OF CHEMICALS DETECTED IN SOIL AND SEDIMENT SAMPLESSITE 4 - SOUTH ASH SETTLING BASINFIELD IDDATE COLLECTEDMaximum FrequencyButylbenzyl phthalate 1200 9 / 74Carbazole 5800000 J 42 / 74Chrysene 1600 J 7 / 74Di-n-butyl phthalate 19000 19 / 74Di-n-octyl phthalate 35 J 2 / 74Dibenz(a,h)anthracene 140 J 2 / 74Dibenzofuran 270 J 3 / 74Fluoranthene 4200 11 / 74Fluorene 190 J 3 / 74Indeno(1,2,3-c,d)pyrene 730 J 4 / 74N-Nitrosodiphenylamine 120000000 51 / 74Naphthalene 4300 J 6 / 74Nitrobenzene 5500 J 5 / 74Phenanthrene 2500 8 / 74Phenol 120000 8 / 72Pyrene 3200 16 / 74PESTICIDES(ORGANOCHLORINE) (μg/kg)4,4-DDE 3.7 |
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Origin: | 2002-09-25 |
Source: |
http://indianamemory.contentdm.oclc.org/cdm/ref/collection/p15078coll17/id/33756 |
Collection: |
Clark County Collections |
Rights: | http://rightsstatements.org/vocab/NoC-US/1.0/ |
Copyright: |
Charlestown-Clark County Public Library provides access to these materials for educational and research purposes and makes no warranty with regard to their use for other purposes. The written permission of the copyright owners and/or holders of other rights such as publicity and/or privacy rights is required for distribution, reproduction, or other use of protected items beyond that allowed by fair use or other statutory exemptions. There may be content that is protected as works for hire copyright held by the party that commissioned the original work and/or under the copyright or neighboring-rights laws of other nations. Responsibility for making an independent legal assessment of an item and securing any necessary permissions ultimately rests with persons desiring to use the item. |
Geography: |
Charlestown, Clark County, Indiana 38.4357546,-85.6577676 |
Subjects: |
Maps Indiana Ordnance Works (U.S.) Hoosier Ordnance Plant Indiana Arsenal Indiana Army Ammunition Plant Explosives Industry--Indiana Gunpowder, Smokeless Ordnance manufacture Black powder manufacture Facility One ICI Americas Inc Clark County (Ind.) Charlestown (Ind.) United States. Army Ordnance and Ordnance Stores INAAP |
Further information on this record can be found at its source.