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APPENDIX F

Data Usability Assessment Report

1200 Area Pre‐Design

Investigation of Building

1206 Work Summary

Parsons, Kansas i

Table of Contents

Section 1 Data Usability and Assessment Review .............................................................. 1‐1

1.1 Usability Summary ................................................................................................................................................... 1‐1

Section 2 Quality Assurance Objectives ............................................................................. 2‐1

Section 3 Summary of Field and Laboratory QA Activities .................................................. 3‐1

3.1DeviationsfromFieldandLaboratoryProcedures....................................................................................3‐1
3.2FieldQualityAssurance/QualityControl.......................................................................................................3‐1
3.3LaboratoryQualityAssurance/QualityControl..........................................................................................3‐1

3.3.1 Laboratory Methods .................................................................................................................................. 3‐2

Section 4 Data Validation Procedures ................................................................................ 4‐1

Section 5 Data Quality Indicators ....................................................................................... 5‐1

5.1Precision.......................................................................................................................................................................5‐2
5.2Accuracy.....................................................................................................................................................................5‐21
5.2.1BlankContamination...............................................................................................................................5‐32
5.3Representativeness................................................................................................................................................5‐34
5.4Comparability...........................................................................................................................................................5‐35
5.5DataCompleteness.................................................................................................................................................5‐35
5.6Sensitivity...................................................................................................................................................................5‐36

Section 6 Assessment of Data Usability and Reconciliation with Work Plan Goals ............. 6‐1

List of Tables

Table4‐1SampleDeliveryGroupandAssociatedSampleNames.............................................................4‐1
Table5‐1DQIsandCorrespondingQCParameters..........................................................................................5‐1
Table5‐2FieldDuplicateRelativePercentDifferenceResults....................................................................5‐4
Table5‐3FieldXRFScreeningandBuildingMaterialSamples‐FieldDuplicateResults................5‐6
Table5‐4XRFOverburdenPhase1Samples‐FieldDuplicateResults...................................................5‐9
Table5‐5XRFOverburdenPhase2Samples‐FieldDuplicateResults.................................................5‐13
Table5‐6XRFConcreteSamples‐FieldDuplicateResults.........................................................................5‐17
Table5‐7FieldXRFofScreeningandBuildingMaterialSamples‐CalibrationResults.................5‐22
Table5‐8XRFOverburdenPhase1Samples‐CalibrationResults..........................................................5‐24
Table5‐9XRFOverburdenPhase2Samples‐CalibrationResults..........................................................5‐27
Table5‐10XRFConcreteSamples‐CalibrationResults.................................................................................5‐29
Table5‐11FieldXRFofScreeningBuildingMaterialSamples‐BlankResults.....................................5‐32
Table5‐12XRFOverburdenPhase1Samples‐BlankResults.....................................................................5‐33
Table5‐13XRFOverburdenPhase2Samples‐BlankResults.....................................................................5‐33
Table5‐14XRFConcreteSamples‐BlankResults............................................................................................5‐34

Table of Contents Data Usability Assessment Report ii

Attachment

Attachment A Data Validation Reports

1‐1

Section 1

Data Usability and Assessment Review

Thepurposeofthisdatausabilityandassessmentreview(DUAR)isto1)summarizethedata
validationperformedonthedatacollectedattheKSAAPSiteinParsons,Kansasand2)to
determinewhetherthesampleresultsmeetthedataqualityobjectives(DQOs)outlinedin
KansasArmyAmmunitionPlant(KSAAP)Building1206FinalQualityAssuranceProjectPlan
(QAPP)(CDMSmith2017).

Sampling activities were performed from September 2017 through November 2017.

RTILaboratoriesofLivonia,MichiganandEurofins,LancasterLaboratoriesEnvironmentalLLCof
Lancaster,Pennsylvaniaanalyzedthesamples.Screening‐levelanalyseswerecompletedatthe
CDMSmithDenverTreatabilityLaboratory(CDMSmithDTL).
Belowisasummaryofthevalidationperformedonthesamplesandanoverallassessmentofthe
dataqualityandusability.ALevelStage2Bvalidationwasperformedinaccordancewiththe
specificanalyticalmethods,CDMSmith’sQAPP(CDMSmith2017),DepartmentofDefense
QualitySystemsManual(QSM2017)5.1requirementsandtheNationalFunctionalGuidelinesfor
InorganicSuperfundMethodsDataReview(EPA2017).

1.1 Usability Summary

ValidationwasconductedbyCDMSmithvalidatorsnotassociatedwiththecollectionofthe
samples.Atotaloffivedatapackageswerereviewedfortheoverburden,concrete,andaqueous
leachatesamplescollected.Sampleswerealsoanalyzedforchromiumwithafieldportablex‐ray
fluorescence(XRF)instrument(OlympusDelta)usingCDMSmithTechnicalStandardOperating
Procedure(TSOP)1‐15.XRFdatawascollectedfromthefollowing:buildingmaterials
(concreteslabandbrickwall)underpre‐andpost‐cleaningconditions;concreteandbrickcores
collectedandshippedtotheCDMSmithDTL;andoverburdencollectedandshippedtothe
CDMSmithDTL.
SampleswerecollectedandanalyzedinaccordancewiththeapplicableQAPPelements.
Deviationswereencounteredduringthefieldinvestigationsforboththefieldworkandthe
laboratoryanalyses.DeviationsarediscussedinSection3andthePre‐designInvestigationWork

Summary.

DatacollectedduringsamplinginvestigationsandvalidatedforthisDUARareusableasreported
withthedatavalidationqualifiersadded.Nosampleresultswererejected.
SpecificdetailsareprovidedinthevalidationreportspresentedinAttachmentA.Asummaryof
thevalidationispresentedbelow.

Section 1 Data Usability and Assessment Review

1‐2

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2‐1

Section 2

Quality Assurance Objectives

Qualityassurance(QA)objectivesformeasurementdataareexpressedintermsofmeasurement
performancedataqualityindicators,precision,accuracy,representativeness,comparability,
completeness,andsensitivity(PARCCS).QAobjectivesprovideamechanismforongoingquality
control(QC)andevaluatingandmeasuringdataqualitythroughouttheproject.
Areviewofthecollecteddataisnecessaryinordertoidentifyifdatameasurementobjectives
establishedintheQAPPelementshavebeenmet.Ingeneral,thefollowingdatameasurement
objectiveswereconsidered:

Specification of analytical method and reporting detection limit requirements

Identification of the appropriate laboratory analytical QC requirements

Verification of appropriate levels of PARCCS criteria

Delineation of specific sample‐handling issues or other project‐specific issues

Thedatavalidationreviewanddataassessmentcomparedtotherequirementsverifiesthatthe
collecteddataareofsufficientqualitytosupporttheirintendeduse.

Section 2 Quality Assurance Objectives

2‐2

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3‐1

Section 3

Summary of Field and Laboratory QA Activities

CDMSmithcompletedsamplingactivitiesinaccordancewiththeapprovedprojectspecificwork
plan(CDMSmith2017).SamplingdetailsareprovidedinthePre‐designInvestigationWork

Summary.

Allsampleswerereceivedintactwithproperchainofcustodydocumentationatthelaboratories.
AnysamplediscrepanciesarediscussedintheindividualdatavalidationreportsinAppendixA.
Allsampleidentificationwasaccuratelydocumentedbythelaboratoryorverifiedwiththe
samplingteam.
TheelementsinCDMSmith’sQAPP(CDMSmith2017)definedtheprocedurestobefollowedand
thedataqualityrequirementsforfieldsamplingeventsandanalyticalprocedures.

3.1 Deviations from Field and Laboratory Procedures

Deviationsfromfieldprocedureswereencounteredduringthesesamplinginvestigations.These
arediscussedinthePre‐designInvestigationWorkSummary.Fieldandanalyticaldeviations
wereaddressedappropriatelyandnoneofthechangeshadanadverseimpactondataquality.
Sampleresultsareusableforprojectdecisions.

3.2 Field Quality Assurance/Quality Control

FieldQCsamplessuchasmatrixspike/matrixspikeduplicates(MS/MSDs),fieldduplicates,field
replicatesandfieldblanksweretobecollectedatthefrequencies(fivepercent)definedinthe
QAPP.ThenumberofMS/MSDs,fieldduplicates,fieldreplicates(XRF)andfieldblanksamples
collectedsatisfiestheminimumrequirementsofonepertenoronepertwentysamplesas
describedintheQAPP.
FieldQA/QCobjectiveswereaccomplishedthroughtheuseofappropriatesamplingtechniques
andcollectionoftherequiredQCsamplesattherequiredfrequencies.

3.3 Laboratory Quality Assurance/Quality Control

AnalyticalQA/QCwasassessedbylaboratoryQCchecks,methodblanks,samplecustodytracking,
samplepreservation,adherencetoholdingtimes,laboratorycontrolsamples(LCSs),MS/MSDs,
sampleduplicates,postdigestionspikes,calibrationsandotherapplicableQCparameters.The
laboratoryQCsampleresultsmetprojectrequirementsforamajorityofthedata.AttachmentA
presentsthedatavalidationreportswithspecificdetailsofanyrequiredqualifications.

Section 3 Summary of Field and Laboratory QA Activities

3‐2

3.3.1 Laboratory Methods

The samples were analyzed using the following methods:

HexavalentChromium–extractionbySW‐846Method3060andanalysisbySW‐846
Method7199
HexavalentChromium–extractionbySW‐846Method3060(modifiedbySOP7‐12)and
analysisbyHACHportablespectrophotometer(PowerPillowMethod8023)

Total Chromium – digestion by SW‐846 Method 3050 and analysis by SW‐846 Method 6020

Total Chromium – analysis by XRF (TSOP 1‐15)

Allthemethodsusedforthesesamplingeventsmetprojectrequirementsandareconsistentwith
theQAPPlistedmethodsandprovideresultsthatmeettherequireddataquality.

4‐1

Section 4

Data Validation Procedures

DatawerevalidatedbyCDMSmithdatavalidatorsnotassociatedwiththesamplingactivitiesof
thisproject.ThedatavalidationwasperformedinaccordancewiththeLevelStage2BValidation
whichincludesverificationandvalidationbasedoncompletenessandcompliancechecksof
samplereceiptconditionsandbothsample‐relatedandinstrument‐relatedQCresults.TheLevel
Stage2Bvalidationwasperformedinaccordancewiththespecificanalyticalmethods,
CDMSmith’sQAPP(CDMSmith2017),QualitySystemsManual(QSM)5.1requirementsandthe
NationalFunctionalGuidelinesforInorganicSuperfundMethodsDataReview(EPA2017).
Sampledeliverygroups(SDGs)andassociatedsamplesarepresentedinTable4‐1forthe
non‐XRFsamples.ValidationreportsfortheSDGswerepreparedandarepresentedin
AttachmentA.

Table 4‐1 Sample Delivery Group and Associated Sample Names

Laboratory

SDG

Sample Name Matrix Code Sample Date

RSU59 1206‐SO‐E85N25‐1.7‐2.0 Soil 9/27/2017

RSU59 1206‐SO‐E85N25‐5.5‐6.2 Soil 9/27/2017

RSU59 1206‐SO‐E90N35‐1.0‐3.0 Soil 9/27/2017

RSU59 1206‐SO‐E90N35‐6.5‐7.1 Soil 9/27/2017

RSU59 1206‐SO‐E103N18‐0.5‐1.0 Soil 9/27/2017

RSU59 1206‐SO‐E103N18‐5.5‐6.0 Soil 9/27/2017

RSU59 1206‐SO‐E120N10‐1.5‐3.5 Soil 9/27/2017

RSU59 1206‐SO‐E120N10‐7.5‐8.0 Soil 9/27/2017

RSU59 1206‐SO‐E125N18‐1.5‐2.1 Soil 9/28/2017

RSU59 1206‐SO‐E125N18‐5.0‐5.6 Soil 9/28/2017

RSU59 1206‐SO‐E150N30‐1.0‐1.5 Soil 9/28/2017

RSU59 1206‐SO‐E150N30‐4.5‐5.2 Soil 9/28/2017

RSU59 1206‐SO‐E151N9‐4.5‐5.0 Soil 9/28/2017

RSU59 1206‐SO‐E151N9‐7.0‐7.8 Soil 9/28/2017

RSU59 1206‐SO‐E163‐N7‐1.0‐1.5 Soil 9/28/2017

RSU59 1206‐SO‐E163‐N7‐4.5‐5.1 Soil 9/28/2017

RSU59 1206‐SO‐E60N20‐0.5‐1.0 Soil 9/27/2017

RSU59 1206‐SO‐E88N9‐3.0‐3.5 Soil 9/27/2017

RSU59 1206‐SO‐E110N30‐1.0‐4.0 Soil 9/27/2017

RSU59 1206‐SO‐E125N18‐1.5‐2.1Q Soil 9/28/2017

RSU59 1206‐SO‐E90N35‐6.5‐7.1Q Soil 9/28/2017

RSU59 1206‐SO‐BLANK Soil 10/6/2017

RSU61 1206‐B‐E90H4 Solid 9/22/2017

RSU61 1206‐B‐E120H2 Solid 9/22/2017

Section 4 Data Validation Procedures

4‐2

Table 4‐1 Sample Delivery Group and Associated Sample Names

Laboratory

SDG

Sample Name Matrix Code Sample Date

RSU61 1206‐B‐E160H2 Solid 9/22/2017

RSU61 1206‐B‐E160H2Q Solid 9/22/2017

RSU61 1206‐CC‐E85N25‐Surface Solid 9/21/2017

RSU61 1206‐CC‐E110N27‐Surface Solid 9/21/2017

RSU61 1206‐CC‐E60N20‐Surface Solid 9/19/2017

RSU61 1206‐CC‐E88N9‐Surface Solid 9/15/2017

RSU61 1206‐CC‐E25N15‐Surface Solid 9/21/2017

RSU61 1206‐CC‐E50N50‐Surface Solid 9/19/2017

RSU61 1206‐CC‐E85N25‐SurfaceQ Solid 9/21/2017

RSU61 1206‐SO‐E85N25‐2.5‐3.0 Soil 9/27/2017

RSU61 1206‐SO‐E85N25‐3.5‐4.0 Soil 9/27/2017

RSU61 1206‐SO‐E90N35‐3.0‐3.5 Soil 9/27/2017

RSU61 1206‐SO‐E120N10‐3.5‐4.0 Soil 9/27/2017

RSU61 1206‐SO‐E150N30‐2.0‐2.5 Soil 9/28/2017

1710655 1206‐B‐E90H4 Solid 9/22/2017

1710655 1206‐B‐E120H2 Solid 9/22/2017

1710655 1206‐B‐E160H2 Solid 9/22/2017

1710655 1206‐B‐E160H2Q Solid 9/22/2017

1710655 1206‐CC‐E85N25‐Surface Solid 9/21/2017

1710655 1206‐CC‐E110N27‐Surface Solid 9/21/2017

1710655 1206‐CC‐E60N20‐Surface Solid 9/19/2017

1710655 1206‐CC‐E88N9‐Surface Solid 9/15/2017

1710655 1206‐CC‐E25N15‐Surface Solid 9/21/2017

1710655 1206‐CC‐E50N50‐Surface Solid 9/19/2017

1710655 1206‐CC‐E85N25‐Surface Solid 9/21/2017

RSU62 1206‐CC‐E50N50‐Leach Aqueous 10/19/2017

RSU62 1206‐CC‐E85N25‐Leach Aqueous 10/19/2017

RSU62 1206‐CC‐E85N25Q‐Leach Aqueous 10/19/2017

RSU62 1206‐CC‐E125N18‐Leach Aqueous 10/19/2017

RSU62 1206‐CC‐E140N20‐Leach Aqueous 10/19/2017

RSU62 1206‐CC‐E140N60‐Leach Aqueous 10/19/2017

RSU62 1206‐CC‐E150N50‐Leach Aqueous 10/19/2017

RSU62 1206‐CC‐Blank‐Leach Aqueous 10/19/2017

RSU64 1206‐SO‐E61N10‐3.5‐4.0 Soil 11/10/2017

RSU64 1206‐SO‐E72N18‐0.5‐1.0 Soil 11/8/2017

RSU64 1206‐SO‐E72N18‐5.5‐6.0 Soil 11/8/2017

RSU64 1206‐SO‐E72N32‐1.5‐2.0 Soil 11/8/2017

RSU64 1206‐SO‐E72N25‐8.5‐9.0 Soil 11/7/2017

RSU64 1206‐SO‐E83N38‐3.0‐3.5 Soil 11/8/2017

RSU64 1206‐SO‐E83N38‐5.5‐6.0 Soil 11/8/2017

4‐3

Table 4‐1 Sample Delivery Group and Associated Sample Names

Laboratory

SDG

Sample Name Matrix Code Sample Date

RSU64 1206‐SO‐E83N53‐5.0‐5.3 Soil 11/10/2017

RSU64 1206‐SO‐E90N20‐5.5‐5.9 Soil 11/9/2017

RSU64 1206‐SO‐E90N38‐5.5‐5.7 Soil 11/7/2017

RSU64 1206‐SO‐E98N30‐0.8‐1.5 Soil 11/7/2017

RSU64 1206‐SO‐E110N10‐4.0‐4.5 Soil 11/9/2017

RSU64 1206‐SO‐E125N32‐0.75‐1.0 Soil 11/7/2017

RSU64 1206‐SO‐E135N5‐4.5‐4.9 Soil 11/9/2017

RSU64 1206‐SO‐E135N50‐2.0‐2.5 Soil 11/10/2017

RSU64 1206‐SO‐E138N32‐6.5‐7.0 Soil 11/7/2017

RSU64 1206‐SO‐E138N37‐4.0‐4.5 Soil 11/8/2017

RSU64 1206‐SO‐E150N5‐0.8‐1.5 Soil 11/9/2017

RSU64 1206‐SO‐E150N38‐0.5‐2.1 Soil 11/7/2017

RSU64 1206‐SO‐E150N38‐7.5‐8.0 Soil 11/7/2017

RSU64 1206‐SO‐E170N50‐3.5‐4.0 Soil 11/10/2017

RSU64 1206‐SO‐E173N3‐1.0‐1.5 Soil 11/9/2017

RSU64 1206‐SO‐E178N20‐0.7‐1.5 Soil 11/10/2017

RSU64 1206‐SO‐E150N38Q‐7.5‐8.0 Soil 11/7/2017

RSU64 1206‐SO‐E138N32Q‐6.5‐7.0 Soil 11/7/2017

4‐4

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5‐1

Section 5

Data Quality Indicators

Basedontheoutcomeofthedatavalidation,thefollowingsectionsevaluatewhetherthequality
ofthedatacollectedduringthissamplingeventachievesthedataqualityobjectivesspecifiedin
theQAPP.Dataqualityandusabilitywasdeterminedbasedonvariousqualitymeasures,
commonlyreferredtoasdataqualityindicators(DQIs)–precision,accuracy,representativeness,
comparability,completeness,andsensitivity.
Dataqualityindicatorsaredefinedinthefollowingsections.QCparametersevaluatedinthedata
review/validationandthecorrespondingDQIsaresummarizedinTable5‐1.

Table 5‐1 DQIs and Corresponding QC Parameters

Data Quality Indicators QC Parameters Evaluation in Data Review/Validation

Precision Relative Percent Difference (RPD) values of:

1) LCS/LCS duplicate

2) MS/MSD

3) Field duplicates

4) Field replicates

5) Dual column confirmation

Relative Standard Deviation (RSD) values of:

1) Initial calibration verifications

Accuracy/Bias Percent Recovery (%R) or Percent Difference (%D) values of:

1) Initial calibration and continuing calibration verification

2) LCS/LCSD

3) MS/MSD

4) Surrogate spikes

5) Serial dilution (Inductively Coupled Plasma [ICP] metals)

6) ICP inter‐element interference check samples

7) Internal standards (%R and retention times)

8) Initial Calibration %D

Results of:

1) Instrument and calibration blanks

2) Method (preparation) blanks

3) Trip blanks

4) Equipment rinsate blanks

Representativeness Results of all blanks

Sample integrity (Chain‐of Custody and sample receipt forms)

Holding times

Compound identification (retention times, mass spectra, dual column confirmation)

Sample extract cleanup

Comparability Sample‐specific method reporting limits (MRLs)

Sample collection methods

Laboratory analytical methods

Section 5 Data Quality Indicators

5‐2

Table 5‐1 DQIs and Corresponding QC Parameters

Data Quality Indicators QC Parameters Evaluation in Data Review/Validation

Completeness Data qualifiers

Laboratory deliverables

Requested/reported valid results

Field sample collection (primary and QC samples)

Contract compliance (i.e., method and instrument QC within limits)

Sensitivity MRLs

Sample extract cleanup

Adequacy of sample dilution

5.1 Precision

Precisionisaquantitativetermthatestimatesthereproducibilityofasetofreplicate
measurementsunderagivensetofconditions.Itisdefinedasameasurementofmutual
agreementbetweenmeasurementsofthesamepropertyandisexpressedintermsofRPD
betweenduplicatedeterminations.

RPD is calculated as follows:

RPD = absolute value [(C1‐C2)/{(C1+C2)/2)}] x 100%

Where:

C1=concentrationofprimarysample
C2=concentrationofduplicatesample
Fieldandanalyticalprecisionwasdeterminedfromthereviewofthefieldandlaboratory
duplicateresults.ThesampleresultswerecomparedbycalculatingtheirRPDs.Thefield
duplicatesampleswerecollectedinthesamemannerastheoriginalsamplesbutwerecollected
inseparate,individualcontainers,givenseparatesampleidentifiers,andtreatedasindividual
samplesbythelaboratory.
ForfieldandlaboratoryduplicateRPDvalidation,percent(%)RPDcontrollimitsforeach
methodareidentifiedinCDMSmith’sQAPP(CDMSmith2017).Theindividualvalidationreports
inAttachmentAidentifyifanysampleresultswerequalifiedbasedonfieldandlaboratory
duplicatecriteria.Table5‐2showsallthefieldduplicatesforthenon‐XRFsamplingactivities.XRF
fieldduplicatetablesforspecificareasarepresentedinTable5‐3throughTable5‐6.
TheduplicateXRFmeasurementstesttheinherentvariabilityofconcentrationswithinasample,
whilethereplicateisintendedtomeasurethevariabilityassociatedwithuseoftheinstrument.
Duplicatesarecollectedbymeasuringtheconcentrationatdifferentlocationsofthesample,
whilethereplicateiscollectedbymeasuringtheconcentrationatthesamelocation
(withoutmovingtheinstrument).

The following summarizes qualifications based on RPD criteria:

5‐3

HexavalentChromium–AllfieldduplicateRPDresultswerewithincontrollimits.
LaboratoryduplicateRPDswerewithincriteriaexceptforRPDresultsinSDGRSU64.All
soilsampleresultsinthisSDGwerequalifiedasestimated(J/UJ).

Total Chromium – All field duplicate and laboratory duplicate RPDs were within criteria.

FieldXRF–SomeoftheXRFchromiumresultswerequalifiedasestimated(J/UJ)basedon
fieldandreplicateduplicateRPDresults.

5‐4

Table 5‐2 Field Duplicate Relative Percent Difference Results

Sample Identification

1206‐SO‐

E125N18‐1.5‐2.1

1206‐SO‐

E125N18‐1.5‐ 2.1Q

RPD

1206‐SO‐E90N35‐

6.5‐7.1

1206‐SO‐E90N35‐

6.5‐7.1Q

RPD

Sample Date 9/28/2017 9/28/2017 9/27/2018 9/28/2017

Analyte Units Result Qual Result Qual Result Qual Result Qual

Chromium (Hexavalent Compounds) mg/kg 82.5 80.4 2.58 16.8 24.9 ‐38.85

Chromium (Hexavalent Compounds) µg/L ‐‐ ‐‐ NA ‐‐ ‐‐ NA

Chromium µg/kg ‐‐ ‐‐ NA ‐‐ ‐‐ NA

Sample Identification 1206‐B‐E160H2 1206‐B‐E160H2Q

RPD

1206‐CC‐E85N25‐

Surface

1206‐CC‐E85N25‐

SurfaceQ

RPD

Sample Date 9/22/2017 9/22/2017 9/21/2017 9/21/2017

Analyte Units Result Qual Result Qual Result Qual Result Qual

Chromium (Hexavalent Compounds) mg/kg 0.51 J 0.39 J 26.67 2,630 J 3,630 J ‐31.95

Chromium (Hexavalent Compounds) µg/L ‐‐ ‐‐ NA ‐‐ ‐‐ NA

Chromium µg/kg 7,500 J 6,300 J 17.39 ‐‐ ‐‐ NA

Sample Identification 1206‐B‐E160H2 1206‐B‐E160H2Q

RPD

1206‐CC‐E85N25‐

Surface

1206‐CC‐E85N25‐

SurfaceQ

RPD

Sample Date 9/22/2017 9/22/2017 9/21/2017 9/21/2017

Analyte Units Result Qual Result Qual Result Qual Result Qual

Chromium (Hexavalent Compounds) mg/kg 0.51 J 0.39 J 26.67 2,630 J 3,630 J ‐31.95

Chromium (Hexavalent Compounds) µg/L ‐‐ ‐‐ NA ‐‐ ‐‐ NA

Chromium µg/kg 7,500 J 6,300 J 17.39 ‐‐ ‐‐ NA

Sample Identification

1206‐CC‐

E85N25Q‐Leach

1206‐CC‐

E85N25Q‐Leach

RPD

1206‐SO‐E150N38‐

7.5‐8.0

1206‐SO‐

E150N38Q‐7.5‐8.0

RPD

Sample Date 10/19/2017 10/19/2017 11/7/2017 11/7/2017

Analyte Units Result Qual Result Qual Result Qual Result Qual

Chromium (Hexavalent Compounds) mg/kg ‐‐ ‐‐ NA 17.8 J 15.1 J 16.41

Chromium (Hexavalent Compounds) µg/L 4,220 3,340 23.28 ‐‐ ‐‐ NA

Chromium µg/kg ‐‐ ‐‐ NA ‐‐ ‐‐ NA

Section 5 • Data Quality Indicators

5‐5

Sample Identification

1206‐SO‐

E138N32‐6.5‐7.0

1206‐SO‐

E138N32Q‐6.5‐ 7.0

RPD

Sample Date 11/7/2017 11/7/2017

Analyte Units Result Qual Result Qual

Chromium (Hexavalent Compounds) mg/kg 1.8 J 1.3 J 32.26

Chromium (Hexavalent Compounds) µg/L ‐‐ ‐‐ NA

Chromium µg/kg ‐‐ ‐‐ NA

Notes:

Yellowhighlight=RPDabovecriteria
mg/kg=milligramperkilogram
µg/L=microgramperliter
µg/kg=microgramperkilogram
RPD=relativepercentdifference
NA=notapplicable
Abs.RL=TheabsolutedifferencebetweenthetworesultsislessthantheRL.Noqualificationisrequired.

5‐6

Table 5‐3 Field XRF Screening and Building Material Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E20 N40 9/16/17

Surface 562

DUP Surface 877

REP Surface 884

RPD DUP (%)

RPD REP (%)

E60 N40 9/16/17

Surface 1216 J

DUP Surface 2453 J

REP Surface 2503

E120 N30 9/16/17

Surface 2119

DUP Surface 2826

REP Surface 2687

E140 N60 9/16/17

Surface 1037

DUP Surface 1071

REP Surface 1076

E170 N80 9/16/17

Surface 5009 J

DUP Surface 1173 J

REP Surface 1174

E160 9/16/17

4" Wall Height 252

DUP 4" Wall Height 177

REP 4" Wall Height 157

E10 N0 9/18/17

Surface 205

DUP Surface 298

REP Surface 301

E30 N0 9/18/17

Surface 491

DUP Surface 464

REP Surface 470

5‐7

Table 5‐3 Field XRF Screening and Building Material Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E50 N0 9/18/17

Surface 528

DUP Surface 844

REP Surface 860

E70 N0 9/18/17

Surface 225

DUP Surface 287

REP Surface 271

E90 N0 9/18/17

Surface 947

DUP Surface 1244

REP Surface 1265

E130 N80 9/18/17

Surface 488

DUP Surface 500

REP Surface 521

E140 N10 9/18/17

Surface 4307

DUP Surface 5727

REP Surface 5780

E150 N60 9/18/17

Surface 1439 J

DUP Surface 3609 J

REP Surface 3665

E160 N30 9/18/17

Surface 1198

DUP Surface 751

REP Surface 728

E170 N20 9/18/17

Surface 1163

DUP Surface 1288

REP Surface 1289

5‐8

Table 5‐3 Field XRF Screening and Building Material Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E140 H2 9/18/17

2"Wall Height 357 J

DUP 2"Wall Height 697 J

REP 2"Wall Height 895

E110 H2 9/18/17

2"Wall Height 501

DUP 2"Wall Height 615

REP 2"Wall Height 663

E60 H2 9/18/17

2"Wall Height 173

DUP 2"Wall Height 149

REP 2"Wall Height 166

E30 H4 9/18/17

4"Wall Height 94

DUP 4"Wall Height 95

REP 4"Wall Height 96

E0 H4 9/18/17

4"Wall Height 89

DUP 4"Wall Height 109

REP 4"Wall Height 109

Notes:

1.Theacceptancelimitsforsoilsamplereplicatesandduplicatesislessthanorequalto50%RPD.
2.RPDsoutsideacceptancelimitsarehighlightedyellowandbolded.
Cr=chromium
Dup=fieldduplicate
Rep=replicatedetermination
mg/kg=milligramperkilogram
QC=qualitycontrol
RPD=relativepercentdifference
%=percent
DataValidationQualifiers
J=Theresultisanestimatedquantity.Theassociatednumericalvalueistheapproximateconcentrationoftheanalyte
inthesample.

5‐9

Table 5‐4 XRF Overburden Phase 1 Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E85 N25 10/3/17

5.5‐6.2 121

DUP 5.5‐6.2 121

REP 5.5‐6.2 114

E88 N9 10/3/17

5.0‐5.5 147

DUP 5.0‐5.5 161 J

REP 5.0‐5.5 410 J

E151 N9 10/3/17

1.0‐3.25 632

DUP 1.0‐3.25 603

REP 1.0‐3.25 604

E151 N9 10/3/17

5.5‐6.0 4868

DUP 5.5‐6.0 6395

REP 5.5‐6.0 5658

E150 N50 10/3/17

1.5‐2.0 53

DUP 1.5‐2.0 49

REP 1.5‐2.0 47

E163 N7 10/3/17

2.5‐3.0 109

DUP 2.5‐3.0 111

REP 2.5‐3.0 112

E140 N60 10/3/17

1.5‐2.0 91

DUP 1.5‐2.0 73

REP 1.5‐2.0 69

E140 N20 10/4/17

1.5‐2.0 50

DUP 1.5‐2.0 53

REP 1.5‐2.0 50

5‐10

Table 5‐4 XRF Overburden Phase 1 Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E60 N20 10/4/17

0.5‐1.0 157

DUP 0.5‐1.0 164

REP 0.5‐1.0 176

E60 N20 10/4/17

6.0‐6.8 78

DUP 6.0‐6.8 84

REP 6.0‐6.8 83

E90 N35 10/3/17

** 3.0‐3.5 1016

DUP 3.0‐3.5 1254

REP 3.0‐3.5 1195

E103 N18 10/4/17

** 0.5‐1.0 1200

DUP 0.5‐1.0 1398

REP 0.5‐1.0 1315

E60 N32 10/4/17

5.5‐6.0 62

DUP 5.5‐6.0 51

REP 5.5‐6.0 49

E50 N50 10/4/17

3.0‐3.5 57

DUP 3.0‐3.5 41

REP 3.0‐3.5 41

E25 N15 10/4/17

1.5‐2.0 46

DUP 1.5‐2.0 47

REP 1.5‐2.0 57

E25 N15 10/4/17

6.6‐7.1 69

DUP 6.6‐7.1 61

REP 6.6‐7.1 65

5‐11

Table 5‐4 XRF Overburden Phase 1 Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E150 N30 10/4/17

4.5‐5.2 409

DUP 4.5‐5.2 420

REP 4.5‐5.2 417

DPT‐SD 10/4/17

5.0‐5.4 66

DUP 5.0‐5.4 70

REP 5.0‐5.4 73

E170 N80 10/4/17

0.7‐1.5 57

DUP 0.7‐1.5 42

REP 0.7‐1.5 36

E170 N80 10/4/17

6.0‐6.5 97

DUP 6.0‐6.5 105

REP 6.0‐6.5 95

E110 N30 10/4/17

4.75‐5.00 68

DUP 4.75‐5.00 66

REP 4.75‐5.00 65

E120 N10 10/4/17

1.5‐3.5 1204

DUP 1.5‐3.5 1249

REP 1.5‐3.5 1250

E120 N10 10/4/17

5.6‐6.0 82

DUP 5.6‐6.0 97

REP 5.6‐6.0 99

E103 N18 10/4/17

3.0‐3.5 94

DUP 3.0‐3.5 79

REP 3.0‐3.5 85

5‐12

Table 5‐4 XRF Overburden Phase 1 Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

DPT‐ND 10/4/17

2.0‐2.5 60

DUP 2.0‐2.5 61

REP 2.0‐2.5 64

DPT‐HD 10/4/17

2.5‐3.0 55

DUP 2.5‐3.0 63

REP 2.5‐3.0 58

DPT‐HD 10/4/17

6.0‐6.1 69

DUP 6.0‐6.1 65

REP 6.0‐6.1 67

DPT‐CD 10/4/17

** 6.0‐6.5 69

DUP 6.0‐6.5 69

REP 6.0‐6.5 76

Notes:

**=Resultistheaverageofresultstakenattwolocations.
1.Theacceptancelimitsforsoilsamplereplicatesandduplicatesislessthanorequalto50%RPD.
2.RPDsoutsideacceptancelimitsarehighlightedyellowandbolded.
Cr=chromium
Dup=fieldduplicate
Rep=replicatedetermination
mg/kg=milligramperkilogram
QC=qualitycontrol
RPD=relativepercentdifference
%=percent
DataValidationQualifiers
J=Theresultisanestimatedquantity.Theassociatednumericalvalueistheapproximateconcentrationoftheanalyte
inthesample.

5‐13

Table 5‐5 XRF Overburden Phase 2 Samples ‐ Field Duplicate Results

Sample Sample Date

QC Sample Depth Cr

(mg/kg) Cr

Qualifier

E98 N30 11/8/17

4.5‐5.0 70

DUP 4.5‐5.0 81

REP 4.5‐5.0 80

RPD DUP (%) 15

RPD REP (%) 1

E125 N32 11/8/17

** 4.0‐4.5 104

DUP 4.0‐4.5 94

REP 4.0‐4.5 96

RPD DUP (%) 10

RPD REP (%) 2

E83 N30 11/8/17

** 5.0‐5.1 115

DUP 5.0‐5.1 110

REP 5.0‐5.1 113

RPD DUP (%) 4

RPD REP (%) 3

E90 N38 11/8/17

** 4.0‐4.5 79

DUP 4.0‐4.5 87

REP 4.0‐4.5 82

RPD DUP (%) 10

RPD REP (%) 6

E150 N38 11/8/17

** 6.5‐7.0 122

DUP 6.5‐7.0 131

REP 6.5‐7.0 129

RPD DUP (%) 8

RPD REP (%) 2

E138N32 11/8/17

** 4.5‐5.0 35

DUP 4.5‐5.0 33

REP 4.5‐5.0 36

RPD DUP (%) 4

RPD REP (%) 9

E138N32 11/8/17

** 7.0‐7.1 101

DUP 7.0‐7.1 96

REP 7.0‐7.1 95

RPD DUP (%) 5

RPD REP (%) 1

E72 N25 11/8/17

** 5.0‐5.5 74

DUP 5.0‐5.5 89

REP 5.0‐5.5 92

RPD DUP (%) 18

RPD REP (%) 3

5‐14

Table 5‐5 XRF Overburden Phase 2 Samples ‐ Field Duplicate Results

Sample Sample Date

QC Sample Depth Cr

(mg/kg) Cr

Qualifier

E72 N25 11/8/17

** 9.0‐9.2 109

DUP 9.0‐9.2 111

REP 9.0‐9.2 101

RPD DUP (%) 2

RPD REP (%) 9

E138 N37 11/10/17

** 4.0‐4.5 147

DUP 4.0‐4.5 114

REP 4.0‐4.5 126

RPD DUP (%) 25

RPD REP (%) 10

E72 N18 11/10/17

** 2.5‐3.0 96

DUP 2.5‐3.0 76

REP 2.5‐3.0 82

RPD DUP (%) 23

RPD REP (%) 8

E83 N38 11/10/17

** 1.0‐2.5 326

DUP 1.0‐2.5 379

REP 1.0‐2.5 368

RPD DUP (%) 15

RPD REP (%) 3

E83N38 11/10/17

** 6.0‐6.3 156

DUP 6.0‐6.3 145

REP 6.0‐6.3 162

RPD DUP (%) 7

RPD REP (%) 11

E72 N32 11/10/17

** 5.0‐5.5 66

DUP 5.0‐5.5 54

REP 5.0‐5.5 73

RPD DUP (%) 20

RPD REP (%) 30

E83 N53 11/16/17

** 5.0‐5.3 119

DUP 5.0‐5.3 125

REP 5.0‐5.3 117

RPD DUP (%) 5

RPD REP (%) 7

E178 N20 11/16/17

** 0.7‐1.5 120

DUP 0.7‐1.5 89

REP 0.7‐1.5 97

RPD DUP (%) 30

RPD REP (%) 9

5‐15

Table 5‐5 XRF Overburden Phase 2 Samples ‐ Field Duplicate Results

Sample Sample Date

QC Sample Depth Cr

(mg/kg) Cr

Qualifier

E173 N3 11/16/17

** 5.0‐5.5 109

DUP 5.0‐5.5 112

REP 5.0‐5.5 99

RPD DUP (%) 3

RPD REP (%) 12

E61 N10 11/16/17

** 1.0‐1.5 76

DUP 1.0‐1.5 71

REP 1.0‐1.5 74

RPD DUP (%) 7

RPD REP (%) 4

E61 N10 11/16/17

** 6.5‐7.0 98

DUP 6.5‐7.0 96

REP 6.5‐7.0 92

RPD DUP (%) 2

RPD REP (%) 4

E170 N50 11/16/17

** 4.0‐4.2 59

DUP 4.0‐4.2 49

REP 4.0‐4.2 44

RPD DUP (%) 18

RPD REP (%) 11

E135 N50 11/16/17

** 4.0‐4.5 61

DUP 4.0‐4.5 65

REP 4.0‐4.5 63

RPD DUP (%) 6

RPD REP (%) 3

E90 N20 11/16/17

** 3.5‐4.0 59

DUP 3.5‐4.0 58

REP 3.5‐4.0 59

RPD DUP (%) 2

RPD REP (%) 2

E150 N5 11/16/17

** 2.5‐3.0 70

DUP 2.5‐3.0 57

REP 2.5‐3.0 59

RPD DUP (%) 20

RPD REP (%) 3

E135 N5 11/16/17

** 3.5‐4.0 92

DUP 3.5‐4.0 115

REP 3.5‐4.0 130

RPD DUP (%) 22

RPD REP (%) 12

5‐16

Table 5‐5 XRF Overburden Phase 2 Samples ‐ Field Duplicate Results

Sample Sample Date

QC Sample Depth Cr

(mg/kg) Cr

Qualifier

E65N53 11/16/17

** 2.0‐2.5 73

DUP 2.0‐2.5 70

REP 2.0‐2.5 64

RPD DUP (%) 4

RPD REP (%) 9

E173N3 11/16/17

** 1.0‐1.5 151

DUP 1.0‐1.5 205

REP 1.0‐1.5 164

RPD DUP (%) 31

RPD REP (%) 22

Notes:

**=Resultistheaverageofresultstakenattwolocations.
1.Theacceptancelimitsforsoilsamplereplicatesandduplicatesislessthanorequalto50%RPD.
2.RPDsoutsideacceptancelimitsarehighlightedyellowandbolded.
Cr=chromium
Dup=fieldduplicate
Rep=replicatedetermination
mg/kg=milligramperkilogram
QC=qualitycontrol
RPD=relativepercentdifference
%=percent

5‐17

Table 5‐6 XRF Concrete Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E140 N25 #1 9/26/17

6 ‐ 6 1/4" 20

DUP 6 ‐ 6 1/4" 29

REP 6 ‐ 6 1/4" 31

RPD DUP (%) 37

RPD REP (%) 7

E110 N27 #2 9/26/17

1/4" ‐ 1/2" 80 J

DUP 1/4" ‐ 1/2" 226 J

REP 1/4" ‐ 1/2" 215

RPD DUP (%) 95

RPD REP (%) 5

E125 N18 #1 9/26/17

2 ‐2 1/4" 17

DUP 2 ‐2 1/4" 15

REP 2 ‐2 1/4" 20

RPD DUP (%) 13

RPD REP (%) 29

E125 N18 #1 9/26/17

3 3/4 ‐ 4 " 623

DUP 3 3/4 ‐ 4 " 520

REP 3 3/4 ‐ 4 " 725

RPD DUP (%) 18

RPD REP (%) 33

E150 N30 #2 9/27/17

1 1/4 ‐ 1 1/2" 480

DUP 1 1/4 ‐ 1 1/2" 386

REP 1 1/4 ‐ 1 1/2" 320

RPD DUP (%) 22

RPD REP (%) 19

E120 N10 #2 Top 9/27/17

2 3/4 ‐ 3" 15 J

DUP 2 3/4 ‐ 3" 8 J

REP 2 3/4 ‐ 3" <7

RPD DUP (%) 61

RPD REP (%) NC

E120 N10 #2 Bottom 9/27/17

2 ‐ 2 1/4 " 17

DUP 2 ‐ 2 1/4 " <6

REP 2 ‐ 2 1/4 " 8

RPD DUP (%) NC

RPD REP (%) NC

E60 N20 #2 9/27/17

3 ‐ 3 1/4" <5.3

DUP 3 ‐ 3 1/4" <6

REP 3 ‐ 3 1/4" <5.5

RPD DUP (%) NC

RPD REP (%) NC

5‐18

Table 5‐6 XRF Concrete Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E151 N9 Mid 9/27/17

Surface 6126

DUP Surface 5199 J

REP Surface 2173 J

RPD DUP (%) 16

RPD REP (%) 82

E151 N9 Mid 9/27/17

2 1/4 ‐ 2 1/2" 46

DUP 2 1/4 ‐ 2 1/2" 37

REP 2 1/4 ‐ 2 1/2" 43

RPD DUP (%) 22

RPD REP (%) 15

E88 N9 #2 9/27/17

5 ‐ 5 1/4 " 14

DUP 5 ‐ 5 1/4 " 9

REP 5 ‐ 5 1/4 " 15

RPD DUP (%) 43

RPD REP (%) 50

E103 N18 #2 9/27/17

Surface 6554

DUP Surface 7005

REP Surface 7204

RPD DUP (%) 7

RPD REP (%) 3

E140 N60 9/27/17

1/2 ‐ 3/4" 57

DUP 1/2 ‐ 3/4" 36

REP 1/2 ‐ 3/4" 49

RPD DUP (%) 46

RPD REP (%) 32

E120 N60 9/27/17

3 ‐ 3 1/4" <7

DUP 3 ‐ 3 1/4" 11

REP 3 ‐ 3 1/4" <6

RPD DUP (%) NC

RPD REP (%) NC

E170 N80 #1 9/27/17

Surface 2407

DUP Surface 2523

REP Surface 2449

RPD DUP (%) 5

RPD REP (%) 3

E150 N50 9/28/17

Surface 17600

DUP Surface 17800

REP Surface 17900

RPD DUP (%) 1

RPD REP (%) 1

5‐19

Table 5‐6 XRF Concrete Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E50 N50 #1 9/28/17

Surface 141

DUP Surface 122

REP Surface 144

RPD DUP (%) 14

RPD REP (%) 17

E50 N50 #1 9/28/17

7 ‐ 7 1/4" 7 J

DUP 7 ‐ 7 1/4" 12 J

REP 7 ‐ 7 1/4" <5.8

RPD DUP (%) 53

RPD REP (%) NC

E60 N32 #1 Bot 9/28/17

Surface 64

DUP Surface 39

REP Surface 38

RPD DUP (%) 49

RPD REP (%) 3

E25 N15 #1 Bot 9/28/17

Surface 438

DUP Surface 390

REP Surface 388

RPD DUP (%) 12

RPD REP (%) 1

E163 N7 #2 9/28/17

1/4 ‐ 1/2" <7

DUP 1/4 ‐ 1/2" <7

REP 1/4 ‐ 1/2" <9

RPD DUP (%) NC

RPD REP (%) NC

E90 N35 #2 Bot 9/28/17

0 ‐ 1/4" <14

DUP 0 ‐ 1/4" <8

REP 0 ‐ 1/4" 8

RPD DUP (%) NC

RPD REP (%) NC

E90 N35 #2 Bot 9/28/17

7 ‐ 7 1/4" 12

DUP 7 ‐ 7 1/4" 12

REP 7 ‐ 7 1/4" 15

RPD DUP (%) 0

RPD REP (%) 22

E110 N30 Bot 9/28/17

1/2 ‐ 3/4" 12 J

DUP 1/2 ‐ 3/4" 7 J

REP 1/2 ‐ 3/4" <6

RPD DUP (%) 53

RPD REP (%) NC

5‐20

Table 5‐6 XRF Concrete Samples ‐ Field Duplicate Results

Sample Sample Date

QC

Sample Depth

Cr (mg/kg)

Cr Qualifier

E110 N30 Bot 9/28/17

10 ‐ 10 1/4" 12 J

DUP 10 ‐ 10 1/4" 43 J

REP 10 ‐ 10 1/4" 31

RPD DUP (%) 113

RPD REP (%) 32

E85N25 #2 Chunk 1 9/28/17

1/2 ‐ 3/4" 2476

DUP 1/2 ‐ 3/4" 2775

REP 1/2 ‐ 3/4" 3092

RPD DUP (%) 11

RPD REP (%) 11

E85N25 #2 Chunk 2 9/28/17

1/4 ‐ 1/2" 789 J

DUP 1/4 ‐ 1/2" 1970 J

REP 1/4 ‐ 1/2" 1817

RPD DUP (%) 86

RPD REP (%) 8

Notes:

1.Theacceptancelimitsforsoilsamplereplicatesandduplicatesislessthanorequalto50%RPD.
2.RPDsoutsideacceptancelimitsarehighlightedyellowandbolded.
Cr=chromium
Dup=fieldduplicate
Rep=replicatedetermination
NC=notcalculated
mg/kg=milligramperkilogram
QC=qualitycontrol
RPD=relativepercentdifference
%=percent
DataValidationQualifiers
J=Theresultisanestimatedquantity.Theassociatednumericalvalueistheapproximateconcentrationoftheanalyte
inthesample.

5‐21

Nodiscernablepatternorreasonfortheexceedancesexists.Nootherfieldsamplingissueswere
identifiedfromtheRPDresultsthatwereoutsideofcriteriaandtheexceedancesarereasonable
forthistypeofsamplingactivity.

5.2 Accuracy

Accuracyisthedegreeofagreementofameasurementwithanacceptedreferenceortruevalue
andisameasureofthebiasinasystem.AccuracyofthedatawasassessedbycomparingLCS
recovery,MSrecovery,calibrationrecovery,ICPinterferences,andbyperformingserialdilution
checksduringmetalsanalyses.Accuracyisexpressedaspercentrecovery,whichwascalculated

by:

PercentRecovery=(TotalAnalyteFound–AnalyteOriginallyPresent)x100
AnalyteAdded
Analyticalaccuracyfortheentiredatacollectionactivityisdifficulttomeasurebecauseseveral
sourcesoferrorexist.Errorscanbeintroducedbyanyofthefollowing:

Sampling procedure

Field contamination

Sample preservation and handling

Sample matrix

Sample preparation

Analytical techniques

Accuracyismaintainedbyadheringtothemethodandapprovedfieldandanalyticalstandard
operatingprocedures.Thelaboratories'datawasreviewedforaccuracybyexaminingthe
reportedcalibrations,MS/MSDrecoveriesandLCS/LCSduplicaterecoveries.
TheindividualvalidationreportsinAttachmentAidentifyifanysampleresultswerequalified
basedonaccuracycriteria.Table5‐7throughTable5‐10presenttheXRFcalibrationresults.
Belowisasummaryofanalytesqualifiedbasedonaccuracycriteria:

Hexavalent Chromium – All accuracy criteria was met for hexavalent chromium results.

Total Chromium – All accuracy criteria was met for total chromium results.

FieldXRF–ApplicableXRFchromiumresultswerequalifiedasestimated(J/UJ)basedon
calibrationcriteria.

5‐22

Table 5‐7 Field XRF of Screening and Building Material Samples ‐ Calibration Results

Date Sample ID Cr (mg/kg) Cr % R Qualifiers

9/16/2017 USGS SAR‐M ** 100 99

9/16/2017 CRMP Till 4** 27.7 52 None1

9/16/2017 USGS SAR‐M ** 98 97

9/16/2017 CRMP Till 4** 23 43 None1

9/16/2017 USGS SAR‐M ** 92 91

9/16/2017 CRMP Till 4** 31 58 None1

9/16/2017 USGS SAR‐M ** 99 98

9/16/2017 CRMP Till 4** 22 42 None1

9/16/2017 USGS SAR‐M ** 91 90

9/16/2017 CRMP Till 4** 26 49 None1

9/16/2017 USGS SAR‐M ** 95 94

9/16/2017 CRMP Till 4** 23 43 None1

9/16/2017 USGS SAR‐M ** 97 96

9/16/2017 CRMP Till 4** 31 58 None1

9/16/2017 USGS SAR‐M ** 95 94

9/16/2017 CRMP Till 4** 26 49 None1

9/17/2017 USGS SAR‐M ** 93 92

9/17/2017 CRMP Till 4** 19 36 None1

9/17/2017 USGS SAR‐M ** 91 90

9/17/2017 CRMP Till 4** 24 45 None1

9/18/2017 USGS SAR‐M ** 96 95

9/18/2017 CRMP Till 4** 31 58 None1

9/18/2017 USGS SAR‐M ** 99 98

9/18/2017 CRMP Till 4** 30 57 None1

9/18/2017 USGS SAR‐M ** 93 92

9/18/2017 CRMP Till 4** 32 60 None1

9/18/2017 USGS SAR‐M ** 101 100

9/18/2017 CRMP Till 4** 26 49 None1

9/18/2017 USGS SAR‐M ** 101 100

9/18/2017 CRMP Till 4** 23 43 None1

9/18/2017 USGS SAR‐M ** 92 91

9/18/2017 CRMP Till 4** 29 55 None1

9/18/2017 USGS SAR‐M ** 95 94

9/18/2017 CRMP Till 4** 28 53 None1

9/18/2017 USGS SAR‐M ** 98 97

9/18/2017 CRMP Till 4** 27 51 None1

9/18/2017 USGS SAR‐M ** 103 102

9/18/2017 CRMP Till 4** 28 53 None1

5‐23

Table 5‐7 Field XRF of Screening and Building Material Samples ‐ Calibration Results

Date Sample ID Cr (mg/kg) Cr % R Qualifiers

9/18/2017 USGS SAR‐M ** 106 105

9/18/2017 CRMP Till 4** 26 49 None1

9/18/2017 USGS SAR‐M ** 98 97

9/18/2017 CRMP Till 4** 26 49 None1

9/18/2017 USGS SAR‐M ** 101 100

9/18/2017 CRMP Till 4** 27 51 None1

9/18/2017 USGS SAR‐M ** 97 96

9/18/2017 CRMP Till 4** 25 47 None1

9/18/2017 USGS SAR‐M ** 95 94

9/18/2017 CRMP Till 4** 31 58 None1

9/18/2017 USGS SAR‐M ** 91 90

9/18/2017 CRMP Till 4** 30 57 None1

9/18/2017 USGS SAR‐M ** 96 95

9/18/2017 CRMP Till 4** 26 49 None1

9/18/2017 USGS SAR‐M ** 97 96

9/18/2017 CRMP Till 4** 20 38 None1

Notes:

**StandardCCRMPTill4wasimproperlyrecordedasNIST180‐601duringfieldanalysisandStandardUSGSSAR‐M
wasimproperlyrecordedasNIST180‐673
1.EachofUSGSSAR‐Mstandardrecoverieswerewithincontrollimits.AmajorityoftheNIST2710recoverieswere
outsideacceptablecriteriahowever,itshouldbenotedthattheUSGSSAR‐Mstandardismorerepresentativeofthe
rangeofconcentrationsobservedatthesiteandisconsideredthemostappropriatestandardtobeusedinevaluating
sitedata.SinceUSGSSAR‐Mstandardrecoverieswerewithincontrollimits,noqualificationwasrequiredforthe
associatedsampleresults.
2.Theacceptancelimitsforinitialandcontinuingcalibrationstandardsis75to125%R.
3.Recoveriesoutsideacceptancelimitsarehighlightedyellowandbolded.
4.CertifiedvalueofCRMPTill4=53mg/kgCr.
5.CertifiedvalueofUSGSSARM=101mg/kgCr.
Cr=Chromium
ID=identification
mg/kg=milligramperkilogram
%R=percentrecovery
NIST=NationalInstituteofStandardsandTechnology
USGSSAR‐M=U.S.GeologicalSurveyStandardReferencematerialM

5‐24

Table 5‐8 XRF Overburden Phase 1 Samples ‐ Calibration Results

Sample Date Sample ID Cr (mg/kg) Cr % R Qualifiers

10/3/2017 NIST 2710 29 126 None1

10/3/2017 USGS SAR‐M 101 100

10/3/2017 NIST 2710 31 135 None1

10/3/2017 USGS SAR‐M 101 100

10/3/2017 NIST 2710 36 157 None1

10/3/2017 USGS SAR‐M 95 94

10/3/2017 NIST 2710 30 130 None1

10/3/2017 USGS SAR‐M 95 94

10/3/2017 NIST 2710 26 113

10/3/2017 USGS SAR‐M 101 100

10/3/2017 NIST 2710 34 148 None1

10/3/2017 USGS SAR‐M 102 101

10/3/2017 NIST 2710 30 130 None1

10/3/2017 USGS SAR‐M 103 102

10/3/2017 NIST 2710 27 117

10/3/2017 USGS SAR‐M 97 96

10/3/2017 NIST 2710 34 148 None1

10/3/2017 USGS SAR‐M 102 101

10/3/2017 NIST 2710 34 148 None1

10/3/2017 USGS SAR‐M 102 101

10/3/2017 NIST 2710 28 122

10/3/2017 USGS SAR‐M 97 96

10/3/2017 NIST 2710 27 117

10/3/2017 USGS SAR‐M 95 94

10/4/2017 NIST 2710 29 126 None1

10/4/2017 USGS SAR‐M 102 101

10/4/2017 NIST 2710 34 148 None1

10/4/2017 USGS SAR‐M 104 103

10/4/2017 NIST 2710 37 161 None1

10/4/2017 USGS SAR‐M 100 99

10/4/2017 NIST 2710 35 152 None1

10/4/2017 USGS SAR‐M 105 104

10/4/2017 NIST 2710 29 126 None1

10/4/2017 USGS SAR‐M 100 99

10/4/2017 NIST 2710 31 135 None1

10/4/2017 USGS SAR‐M 98 97

10/4/2017 NIST 2710 28 122

10/4/2017 USGS SAR‐M 102 101

10/4/2017 NIST 2710 41 178 None1

10/4/2017 USGS SAR‐M 96 95

10/4/2017 NIST 2710 33 143 None1

5‐25

Table 5‐8 XRF Overburden Phase 1 Samples ‐ Calibration Results

Sample Date Sample ID Cr (mg/kg) Cr % R Qualifiers

10/4/2017 USGS SAR‐M 106 105

10/4/2017 NIST 2710 30 130 None1

10/4/2017 USGS SAR‐M 97 96

10/4/2017 NIST 2710 37 161 None1

10/4/2017 USGS SAR‐M 92 91

10/4/2017 NIST 2710 27 117

10/4/2017 USGS SAR‐M 11 11 J

10/4/2017 NIST 2710 35 152 None1

10/4/2017 USGS SAR‐M 101 100

10/4/2017 NIST 2710 30 130 None1

10/4/2017 USGS SAR‐M 98 97

10/4/2017 NIST 2710 35 152 None1

10/4/2017 USGS SAR‐M 97 96

10/4/2017 NIST 2710 25 109

10/4/2017 USGS SAR‐M 96 95

10/4/2017 NIST 2710 26 113

10/4/2017 USGS SAR‐M 97 96

10/4/2017 NIST 2710 28 122

10/4/2017 USGS SAR‐M 99 98

10/4/2017 NIST 2710 33 143 None1

10/4/2017 USGS SAR‐M 99 98

10/4/2017 NIST 2710 29 126 None1

10/4/2017 USGS SAR‐M 94 93

10/4/2017 NIST 2710 33 143 None1

10/4/2017 USGS SAR‐M 105 104

10/4/2017 NIST 2710 29 126 None1

10/4/2017 USGS SAR‐M 99 98

10/4/2017 NIST 2710 30 130 None1

10/4/2017 USGS SAR‐M 101 100

10/4/2017 NIST 2710 25 109

10/4/2017 USGS SAR‐M 98 97

10/4/2017 NIST 2710 28 122

10/4/2017 USGS SAR‐M 98 97

10/4/2017 NIST 2710 25 109

10/4/2017 USGS SAR‐M 101 100

10/4/2017 NIST 2710 29 126 None1

10/4/2017 USGS SAR‐M 96 95

10/4/2017 NIST 2710 25 109

10/4/2017 USGS SAR‐M 92 91

10/4/2017 NIST 2710 23 100

10/4/2017 USGS SAR‐M 98 97

5‐26

Table 5‐8 XRF Overburden Phase 1 Samples ‐ Calibration Results

Sample Date Sample ID Cr (mg/kg) Cr % R Qualifiers

10/4/2017 NIST 2710 21 91

10/4/2017 USGS SAR‐M 99 98

Notes:

1.USGSSAR‐Mstandardrecoverieswerewithincontrollimitswiththeexceptionofonerecovery.Amajorityofthe
NIST2710recoverieswereoutsideacceptablecriteriahowever,itshouldbenotedthattheUSGSSAR‐Mstandardis
morerepresentativeoftherangeofconcentrationsobservedatthesiteandisconsideredthemostappropriate
standardtobeusedinevaluatingsitedata.SinceUSGSSAR‐Mstandardrecoverieswerewithincontrollimitsfora
majorityoftheresults,noqualificationwasrequiredfortheassociatedsampleresultswiththeexceptionofthe
samplesassociatedwiththeoneUSGSSAR‐Mrecoveryoutsideofcriteria.
2.Theacceptancelimitsforinitialandcontinuingcalibrationstandardsis75to125%R.
3.Recoveriesoutsideacceptancelimitsarehighlightedyellowandbolded.
4.CertifiedvalueofNIST‐2710=23mg/kgCr.
5.CertifiedvalueofUSGSSAR‐M=101mg/kgCr.
Cr=Chromium
ID=identification
mg/kg=milligramperkilogram
%R=percentrecovery
NIST=NationalInstituteofStandardsandTechnology
USGSSAR‐M=U.S.GeologicalSurveyStandardReferencematerialM
DataValidationQualifiers
J=Theresultisanestimatedquantity.Theassociatednumericalvalueistheapproximateconcentrationoftheanalyte
inthesample.

5‐27

Table 5‐9 XRF Overburden Phase 2 Samples ‐ Calibration Results

Sample Date Sample ID Cr (mg/kg) Cr % R Qualifiers

11/8/2017 NIST 2709 108 83

11/8/2017 NIST 2586 276 92

11/8/2017 NIST 2709 104 80

11/8/2017 NIST 2586 291 97

11/8/2017 NIST 2709 113 87

11/8/2017 NIST 2586 302 100

11/8/2017 NIST 2709 118 91

11/8/2017 NIST 2586 291 97

11/8/2017 NIST 2709 120 92

11/8/2017 NIST 2586 269 89

11/8/2017 NIST 2709 117 90

11/8/2017 NIST 2586 272 90

11/8/2017 NIST 2709 97 75

11/8/2017 NIST 2586 282 94

11/8/2017 NIST 2709 107 82

11/8/2017 NIST 2586 298 99

11/8/2017 NIST 2709 113 87

11/8/2017 NIST 2586 368 122

11/8/2017 NIST 2709 115 88

11/8/2017 NIST 2586 371 123

11/8/2017 NIST 2709 110 85

11/8/2017 NIST 2586 309 103

11/8/2017 NIST 2709 92 71 J

11/8/2017 NIST 2586 288 96

11/8/2017 NIST 2709 114 88

11/8/2017 NIST 2586 304 101

11/8/2017 NIST 2709 116 89

11/8/2017 NIST 2586 269 89

11/8/2017 NIST 2709 119 92

11/8/2017 NIST 2586 291 97

11/8/2017 NIST 2709 121 93

11/8/2017 NIST 2586 302 100

11/10/2017 NIST 2709 115 88

11/10/2017 NIST 2586 271 90

11/10/2017 NIST 2709 115 88

11/10/2017 NIST 2586 264 88

11/10/2017 NIST 2709 104 80

11/10/2017 NIST 2586 261 87

11/10/2017 NIST 2709 126 97

11/10/2017 NIST 2586 270 90

11/10/2017 NIST 2709 112 86

5‐28

Table 5‐9 XRF Overburden Phase 2 Samples ‐ Calibration Results

Sample Date Sample ID Cr (mg/kg) Cr % R Qualifiers

11/10/2017 NIST 2586 261 87

11/10/2017 NIST 2709 113 87

11/10/2017 NIST 2586 269 89

11/16/2017 NIST 2709 114 88

11/16/2017 NIST 2586 272 90

11/16/2017 NIST 2709 112 86

11/16/2017 NIST 2586 277 92

11/16/2017 NIST 2709 108 83

11/16/2017 NIST 2586 262 87

11/16/2017 NIST 2709 109 84

11/16/2017 NIST 2586 264 88

11/16/2017 NIST 2709 105 81

11/16/2017 NIST 2586 268 89

11/16/2017 NIST 2709 112 86

11/16/2017 NIST 2586 269 89

11/16/2017 NIST 2709 109 84

11/16/2017 NIST 2586 268 89

11/16/2017 NIST 2709 114 88

11/16/2017 NIST 2586 272 90

11/16/2017 NIST 2709 100 77

11/16/2017 NIST 2586 268 89

11/16/2017 NIST 2709 108 83

11/16/2017 NIST 2586 259 86

11/16/2017 NIST 2709 114 88

11/16/2017 NIST 2586 271 90

11/16/2017 NIST 2709 120 92

11/16/2017 NIST 2586 269 89

11/16/2017 NIST 2709 106 82

11/16/2017 NIST 2586 274 91

Notes:

1.Theacceptancelimitsforinitialandcontinuingcalibrationstandardsis75to125%R.
2.Recoveriesoutsideacceptancelimitsarehighlightedyellowandbolded.
3.CertifiedvalueofNIST‐2709=130mg/kgCr.
4.CertifiedvalueofNIST‐2586=301mg/kg.
Cr=Chromium
ID=identification
mg/kg=milligramperkilogram
NIST=NationalInstituteofStandardsandTechnology
%R=percentrecovery
DataValidationQualifiers
J=Theresultisanestimatedquantity.Theassociatednumericalvalueistheapproximateconcentrationoftheanalyte
inthesample.

5‐29

Table 5‐10 XRF Concrete Samples ‐ Calibration Results

Date Sample ID Cr (mg/kg) Cr % R Qualifiers

9/26/2017 NIST 2710 36 157 None1

9/26/2017 NIST 2711 37 161 None1

9/26/2017 NIST 2710 29 126 None1

9/26/2017 USGS SAR‐M 94 93

9/26/2017 NIST 2710 32 139 None1

9/26/2017 USGS SAR‐M 96 95

9/26/2017 NIST 2710 29 126 None1

9/26/2017 USGS SAR‐M 98 97

9/26/2017 NIST 2710 29 126 None1

9/26/2017 USGS SAR‐M 86 85

9/26/2017 NIST 2710 26 113

9/26/2017 USGS SAR‐M 92 91

9/27/2017 NIST 2710 33 143 None1

9/27/2017 USGS SAR‐M 87 86

9/27/2017 NIST 2710 34 148 None1

9/27/2017 USGS SAR‐M 87 86

9/27/2017 NIST 2710 30 130

9/27/2017 USGS SAR‐M 104 103

9/27/2017 NIST 2710 29 126 None1

9/27/2017 USGS SAR‐M 100 99

9/27/2017 NIST 2710 24 104

9/27/2017 USGS SAR‐M 96 95

9/27/2017 NIST 2710 23 100

9/27/2017 USGS SAR‐M 97 96

9/27/2017 NIST 2710 17 74

9/27/2017 USGS SAR‐M 98 97

9/27/2017 NIST 2710 36 157 None1

9/27/2017 USGS SAR‐M 94 93

9/27/2017 NIST 2710 28 122

9/27/2017 USGS SAR‐M 96 95

9/27/2017 NIST 2710 34 148 None1

9/27/2017 USGS SAR‐M 101 100

9/27/2017 NIST 2710 28 122

9/27/2017 USGS SAR‐M 97 96

9/27/2017 NIST 2710 27 117

9/27/2017 USGS SAR‐M 104 103

9/27/2017 NIST 2710 31 135 None1

9/27/2017 USGS SAR‐M 95 94

9/27/2017 NIST 2710 23 100

5‐30

Table 5‐10 XRF Concrete Samples ‐ Calibration Results

Date Sample ID Cr (mg/kg) Cr % R Qualifiers

9/27/2017 USGS SAR‐M 89 88

9/27/2017 NIST 2710 23 100

9/27/2017 USGS SAR‐M 87 86

9/27/2017 NIST 2710 33 143 None1

9/27/2017 USGS SAR‐M 94 93

9/27/2017 NIST 2710 31 135 None1

9/27/2017 USGS SAR‐M 101 100

9/28/2017 NIST 2710 28 122

9/28/2017 USGS SAR‐M 88 87

9/28/2017 NIST 2710 28 122

9/28/2017 USGS SAR‐M 89 88

9/28/2017 NIST 2710 30 130 None1

9/28/2017 USGS SAR‐M 90 89

9/28/2017 NIST 2710 28 122

9/28/2017 USGS SAR‐M 104 103

9/28/2017 NIST 2710 34 148 None1

9/28/2017 USGS SAR‐M 91 90

9/28/2017 NIST 2710 28 122

9/28/2017 USGS SAR‐M 94 93

9/28/2017 NIST 2710 25 109

9/28/2017 USGS SAR‐M 94 93

9/28/2017 NIST 2710 36 157 None1

9/28/2017 USGS SAR‐M 95 94

9/28/2017 NIST 2710 28 122

9/28/2017 USGS SAR‐M 92 91

9/28/2017 NIST 2710 24 104

9/28/2017 USGS SAR‐M 88 87

9/28/2017 NIST 2710 25 109

9/28/2017 USGS SAR‐M 89 88

9/28/2017 NIST 2710 34 148 None1

9/28/2017 USGS SAR‐M 87 86

9/28/2017 NIST 2710 30 130 None1

9/28/2017 USGS SAR‐M 97 96

9/28/2017 NIST 2710 27 117

9/28/2017 USGS SAR‐M 95 94

9/28/2017 NIST 2710 30 130 None1

9/28/2017 USGS SAR‐M 85 84

9/28/2017 NIST 2710 27 117

9/28/2017 USGS SAR‐M 91 90

5‐31

Table 5‐10 XRF Concrete Samples ‐ Calibration Results

Date Sample ID Cr (mg/kg) Cr % R Qualifiers

9/28/2017 NIST 2710 28 122

9/28/2017 USGS SAR‐M 91 90

9/28/2017 NIST 2710 25 109

9/28/2017 USGS SAR‐M 95 94

9/28/2017 NIST 2710 29 126 None1

9/28/2017 USGS SAR‐M…

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