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Background Evaluation FINAL Mid-Kansas Cooperative-Burns Facility Burns, Kansas Prepared for: Mid-Kansas Cooperative NOVEMBER 2017

Background Evaluation · 2018-01-23 · Background Evaluation Report November 2017 Page 5 Common Acronyms BGS below ground surface BTV background threshold value CAFO Concentrated

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Page 1: Background Evaluation · 2018-01-23 · Background Evaluation Report November 2017 Page 5 Common Acronyms BGS below ground surface BTV background threshold value CAFO Concentrated

Background Evaluation FINAL

Mid-Kansas Cooperative-Burns Facility Burns, Kansas

Prepared for: Mid-Kansas Cooperative

NOVEMBER 2017

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Mid-Kansas Cooperative

BACKGROUND EVALUATION REPORT

NOVEMBER 2017

712 S . Kansas Avenue Su i te 1 Topeka , Kansas 66603

785 .256 .0045 www.ppbenv .com

ppB Project No. 2017-4

Ryan Weiser, P.G. Project Manager

Chris Carey, P.G. Project Manager

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BackgroundEvaluationReportNovember2017Page3TableofContents

TableofContents...............................................................................................................................3CommonAcronyms............................................................................................................................5Glossary...............................................................................................................................................6ExecutiveSummary............................................................................................................................81 Introduction,PurposeandObjectives.......................................................................................92 HistoricalOperationsandBackdrop........................................................................................113 ConceptualSiteModel.............................................................................................................123.1 SiteDescription.............................................................................................................................123.2 SurroundingPropertyUses...........................................................................................................123.3 PreviousInvestigations.................................................................................................................133.4 SiteGeology/HydrogeologySummary..........................................................................................153.5 GroundwaterMonitoringProgram...............................................................................................173.6 GroundwaterFlowAnalysisandSiteHydrogeology.....................................................................173.7 Upgradientvs.Onsitevs.Downgradient.......................................................................................183.8 NitrateConcentrationAnalysis.....................................................................................................184 RegulatoryFrameworkforGroundwaterBackgroundEvaluation..........................................194.1 Risk-BasedStandardsforKansas...................................................................................................194.2 BERNitratePolicy..........................................................................................................................194.3 BERBackgroundPolicy..................................................................................................................195 Statistics....................................................................................................................................215.1 Methodology.................................................................................................................................215.2 StatisticalAnalysisandResults......................................................................................................225.2.1 Outliers......................................................................................................................................225.2.2 DataDistribution.......................................................................................................................225.2.3 TrendAnalyses..........................................................................................................................225.2.4 BackgroundThresholdValues...................................................................................................235.2.5 InterwellAnalysis......................................................................................................................235.3 InterpretationsandConclusions...................................................................................................246 Recommendations....................................................................................................................267 References................................................................................................................................27

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BackgroundEvaluationReportNovember2017Page4Tables

Table1 GroundwaterConcentrationData(December2012-Present)

Figures

Figure1 SiteLocationFigure2 RegionalTopographyFigure3 SoilData(1997-2009)Figure4 GroundwaterElevationTrendsFigure5 VariationsinGroundwaterFlowOverTimeFigure6 WellClassificationforStatisticalAnalysisFigure7 NitrateConcentrationsinGroundwater(October2016)

Appendices

AppendixA WindshieldSurveyPhotoLogAppendixB StatisticalAnalyses B.1 GeneralStatistics B.2 OutlierAnalyses B.3 GoodnessofFitAnalyses B.4 TendAnalyses B.5 BackgroundThresholdValueAnalyses

B.6 InterwellAnalyses

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BackgroundEvaluationReportNovember2017Page5CommonAcronyms

BGS belowgroundsurfaceBTV backgroundthresholdvalueCAFO ConcentratedAnimalFeedingOperationsCERCLA ComprehensiveEnvironmentalResponse,Compensation,andLiabilityActCFR CodeofFederalRegulationsCOC contaminantofconcernCSM ConceptualSiteModelEPA U.S.EnvironmentalProtectionAgencyESA EnvironmentalSiteAssessmentKDHE KansasDepartmentofHealthandEnvironmentKGS KansasGeologicalSurveyMCL maximumcontaminantlevelMKC Mid-KansasCooperativemg/kg milligramperkilogrammg/L milligramperliterND non-detectNPR NitratePresumptiveRemedyPPB ppBEnviroSolutionsLLCRAO remedialactionobjectiveRL reportinglimitRSK KDHERisk-basedStandardsforKansasManualSDWA SafeDrinkingWaterActUCL95 95%upperconfidencelimitUPL upperpredictivelimitUPL95 95%UpperpredictivelimitUSL uppersignificancelimitsUTL uppertolerancelimitVCI VoluntaryCleanupInvestigationVCPRP VoluntaryCleanupandPropertyRedevelopmentProgramVCP VoluntaryCleanupProposal

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BackgroundEvaluationReportNovember2017Page6Glossary

Ammonia ChemicalformulaNH3(un-ionized)(ammonia)orNH4+(ionized)(ammonium).

Ammoniacanbeexpressedaseithermilligrams(mg)ofammoniamoleculeperLiter(mgNH3/L);or,mgofammonia-nitrogenperliter(mgNH3-N/L).ToreportasmgNH3-N/L,multiplymgNH3/Lby0.823.Ammonia(Total)asNlabanalysisincludesboththeionizedandun-ionizedforms.(KDHE,2014)

Aquifer Anundergroundgeologicformationthatcontainsandiscapableoftransmittingoryieldingwaterinsufficientquantitiesthatcanbeextractedforbeneficialpurposes(KDHE,2016).

BackgroundMeasurements

Measurementsthatarenotsite-relatedorimpactedbysiteactivities.Backgroundsourcescanbenaturallyoccurringoranthropogenic.

Facility Therealproperty,buildings,structures,fixtures,andappurtenanceslocatedat301EastMainStreetinBurns,Kansas.

ConfidenceInterval

Baseduponthesampleddataset,aconfidenceintervalforaparameterisarandomintervalwithinwhichtheunknownpopulationparameter,suchasthemean,falls.

ConfidenceLimit

Theloweroranupperboundaryofaconfidenceinterval.

Fertilizer Formsofnitrogenasnitrateorammoniacompoundsappliedforcropgrowth.(KDHE,2014)

Groundwater Subsurfacewaterinthezoneofsaturationthatisorhastheabilitytosupplywells,springs,orseeps,orthatisheldinaquifersorthesoilprofile(KDHE,2016)

LicensedProfessional

AnindividuallicensedbyandingoodstandingwiththeKansasBoardofTechnicalProfessionstopracticegeologywithspecificexpertiseinaquifercharacterization.TheBoardmaintainsadatabaseoflicensedprofessionalsavailableonlineathttp://licensing.ks.gov/Verification_KBTP/(KDHE,2016)

MCL Themaximumpermissiblelevelofacontaminantinwaterthatisdeliveredtoanyuserofapublicwatersystem

Nitrate ChemicalformulaNO3.Nitratecanbeexpressedaseithermgofnitratemoleculeperliter(mgNO3/L);or,mgofnitrate-nitrogenperliter(mgNO3-N/L).TheEPAMaximumContaminantLevelfornitrateinwaterisexpressedas10mgNO3-N/Lor45mgNO3/L.ToreportasmgNO3-N/L,multiplymgNO3/Lby0.225.(KDHE,2014)

Nitrogen Nitrogen(total)isthetotalamountofnitrateasmgNO3-N/L,NitriteasmgNO2-N/L,ammonia,andorganicallybondednitrogen.(KDHE,2014)

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BackgroundEvaluationReportNovember2017Page7PotableWater Watersuitablefordrinkingandcookingpurposesintermsofbothhuman

healthandaestheticconsiderations(KDHE,2016).PredictionInterval

Theinterval(baseduponhistoricaldata,backgrounddata)withinwhichanewlyandindependentlyobtainedsiteobservationofthepredictedvariablefallswithinagivenprobabilityorconfidencecoefficient.

Receptor Humanorenvironmentalendreceiverimpactedbycontaminatedsoils,groundwater,orsurfacewater(KDHE,2016).

RSKManual TheRisk-BasedStandardsforKansasManual5thVersion(October2015)andanysubsequentupdates.TheManualprovidesguidanceandcalculatedscreeninglevelsforspecificcontaminants.

Site Thefacility,inadditiontoallareasandmediatowhichcontaminationthatoriginatedattheFacilityhavebeenreleasedand/ormigrated.

Tier1 Tier1isacomparisonoftheconcentrationofanaturallyoccurringcontaminanttothebackgroundconcentrationofthatcontaminantintheaffectedmedium(KDHE,2010).

Tier2 Calculatedrisk-basedscreeninglevelsforaspecificcontaminantfoundinAppendixAoftheKDHERisk-basedStandardsforKansasmanual(KDHE,2010).

Tier3 Aprocessinvolvingcollectingthenecessarydata,underKDHE/BERdirection,toreplacedefaultvaluesintheTier2equationswithsitespecificinformation(KDHE,2010).

UpperConfidenceLimit(UCL)

Theupperboundaryorlimitofaconfidenceintervaloraparameterofinterestsuchasthepopulationmean

UpperPredictionLimit(UPL)

Theupperboundaryofapredictionintervalforanindependentlyobtainedobservation(oranindependentfutureobservation)

UpperToleranceLimit(UTL)

Aconfidencelimitonapercentileofthepopulationratherthanaconfidencelimitonthemean.

UpperSimultaneousLimit(USL)

Theupperboundaryofthelargestvalue.

Water-wellsurvey

Aprocesstoidentifyallgroundwaterandsurfacewaterusersinthevicinityofacontaminatedareainordertodetermineiftheyareimpacted.(KDHE,2014)

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BackgroundEvaluationReportNovember2017Page8ExecutiveSummary

TheMid-KansasCooperative(MKC)facilityinBurns,Kansas(hereinafter,the“BurnsFacility”or“MKCFacility”)isanagribusinessfacilitylocatedat301EastMainStreetinBurns,MarionCounty,Kansas.Facilityoperationsbeganinthemid-1970sandincludegrainstorageandagronomicandfeedservices.TheBurnsFacilitywasvoluntarilyenteredtheKansasDepartmentofHealthandEnvironment’s(KDHE)VoluntaryCleanupandPropertyRedevelopmentProgram(VCPRP)in1999.MKC’sextensivesitecharacterizationeffortshaveincludedamulti-phasedvoluntarycleanupinvestigation(VCI),includingsoilandgroundwatersampling,andongoingcontinualgroundwatermonitoringtodelineatenitrogen,intheformofnitrate,(hereinafter“nitrate”)impactsinsoilandgroundwaterintheSitevicinity.

TheavailabledatademonstratethepresenceofnitrateingroundwateratconcentrationsinexcessofthedrinkingwaterstandardestablishedbytheSafeDrinkingWaterAct(SDWA)(i.e.,MaximumContaminantLevels,orMCLs)of10milligramsperliter(mg/L)throughouttheBurnscommunity.Originally,theseimpactswereattributedtoreleasesattheMKCFacility;however,furtheranalysisshowsmanypotentialsourcesintheSitevicinity,includingbutnotlimitedtoconcentratedanimalfeedingoperations(CAFOs)andagriculturalfields.ContaminationassociatedwiththesetypesofothersourcesarenottypicallyaddressedthroughKDHE’sVCPRP.

MKCretainedppBEnviroSolutionsLLC(PPB)in2017toperformadetailedanalysisoftheprojectdatasetto:(1)helpunderstandtherelationshipbetweenvarioussourcesofnitrateintheSitevicinity;(2)determinetheextentofimpactsrelatedtooperationsattheBurnsFacilityand;(3)establishtheappropriatepathforwardtoproactivelymanageanyrisksposedbycontaminationassociatedwithMKC’soperations.PPBreviewedthedataandperformedanumberofstatisticalanalysestoquantifythenitrateconcentrationsthatcanreasonablybeattributedtotheMKCfacilityandupgradientsourcesunaffectedbytheMKCFacility.ThisanalysisshowsthatwhiletheremaybesomelocalizedmasscontributiontogroundwaterontheMKCFacilityitself,thenitrateconcentrationsdowngradientoftheMKCfacilityarestatisticallysignificantlylowerthantheconcentrationspresentingroundwaterupgradientoftheMKCFacility.Inshort,theeffectsofanyresidualnitratesoilsourcesontheMKCfacilityarenegligiblecomparedtotheoverwhelmingbackgroundimpactsattributabletootherundefinedsourcesupgradientoftheBurnsFacility.

Basedontheavailabledataandbackgroundanalysisperformedherein,PPBproposestomoveforwardwithestablishmentofanEnvironmentalUseControltoaddresspotentialexposurerisktoresidualcontaminationandtofacilitateKDHE’sNoFurtherAction(NFA)determinationfortheBurnsFacility.

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BackgroundEvaluationReportNovember2017Page91 Introduction,PurposeandObjectives

TheMKCBurnsFacilityislocatedat301E.MainStreetinBurns,Kansas.AlocationmapisincludedasFigure1.TheBurnsFacilityisapproximatelynine(9)acresinsizeandincludesvariousstructuresconsistingofbuildings,grainbins,loadingpads,scales,etc.AgribusinessoperationshavebeenconductedattheBurnsFacilitysincethemid-1970s.TheBurnsFacilitywasvoluntarilyenteredintotheKansasDepartmentofHealthandEnvironment’s(KDHE)VoluntaryCleanupandPropertyRedevelopmentProgram(VCPRP)in1999.MKC’sextensivesitecharacterizationactivitieshaveincludedamulti-phasedvoluntarycleanupinvestigation(VCI),includingsoilandgroundwatersamplingandongoingcontinualgroundwatermonitoringtodelineatenitrogen,intheformofnitrate,(hereinafter“nitrate”)impactsinsoilandgroundwaterintheSitevicinity.

Asnewdatabecameavailableovertheperiodofrecord,itbecameapparentthattheremaybeothersourcescontributingtonitrateimpactsingroundwaterintheBurnscommunity.AlthoughtheBurnsFacilityhandlednitrogen-basedfertilizer,othersourcesofnitrateincludenearbyConcentratedAnimalFeedingOperations(CAFOs)andagriculturalfields.ForthepurposesoftheBurnsConceptualSiteModel(CSM),backgroundcontaminationisdefinedasthenitratemassingroundwaterthatisnotassociatedwithreleasesattheBurnsFacility.

KDHEandtheU.S.EnvironmentalProtectionAgency(EPA)frequentlyrelyonacomparisonofsitedatatothreetimestheobservedbackgroundconcentrationasapreliminaryscreeningtooltoevaluatethesignificanceofpotentialonsitereleases(seefigureright;basedonEPA,2016).PPBappliedthissameapproachasaninitialscreeningsteptoevaluatethereasonablenessoffurtheranalysistoquantifycontaminationpotentiallyattributabletotheMKCFacility.

MDL(2mg/L)

RL(10mg/L)

Case#1 Case#2

BackgroundSample(#2)(11mg/L)

BackgroundSample(#1)(ND(2)

SourceSample(#2)(40mg/L)

SourceSample(#1)(11mg/L)

3XBackground

3XBackgroundMDL]

]

SignificanceAboveBackground

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BackgroundEvaluationReportNovember2017Page10Thisreportpresentstheresultsofthatanalysisandspecificallyevaluates:

(1) Geospatialdistributionofnitratecontamination;(2) Identificationofpredominantgroundwaterflowdirectionanddelineationofupgradient

(i.e.,background),onsite,cross-gradientanddowngradientareasintheSitevicinity;(3) GeneralstatisticsfortheBurnsdatasettoensureproperapplicationofstatisticaltools;(4) Calculationofupperpredictivelimits(UPLs)toestablishthebackgroundthresholdvalue

(BTV),orlevelofcontaminationwhichcanreasonablybeattributabletobackgroundconditions;

(5) ComparisonofsitedatatothecalculatedBTV;and(6) Interwellanalysisforthedowngradientandonsitedatasetstothebackgrounddataset.

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BackgroundEvaluationReportNovember2017Page112 HistoricalOperationsandBackdrop

In1997,anitratereleaseattheBurnsFacilitywasfirstreportedtotheKDHENorthCentralDistrictOffice.Thereleasewasreportedlyassociatedwithstormwaterrunofffromthedryfertilizerstoragearea.Subsequently,inNovemberof1997,asoilinvestigationwasconductedbyServi-Tech,Inc.whichidentifiednitrateinsubsurfacesoilsrangingfrom515to536milligramsperkilogram(mg/kg).OnFebruary11,1999,aVoluntaryCleanupApplicationwassubmittedtoKDHEbyFarmersGrainCooperative.OnJuly7,1999,theVoluntaryAgreementwasexecutedtoprovidearegulatoryframeworkfortheinvestigationandcleanupofnitrateimpactedsoilandgroundwaterattheBurnsFacility.Sincethattime,theBurnsFacilityhasbeenthesubjectofvariousenvironmentalstudies,includingaVCI(Enviro-Tech,2010),whichincludedmultiplesoilandgroundwaterinvestigationstoevaluatenitrateimpactsintheBurnscommunity.NitratehasbeendetectedinonsitesoilatconcentrationsexceedingKDHE’sscreeninglevels(BER-RS-047)andingroundwateratlevelsexceedingtheEPApromulgatedmaximumcontaminantlevel(MCL)of10milligramsperliter(mg/L).Soilimpactsaregenerallylimitedtothedryfertilizerbuildingareaandloadpadoftheoperationalfacility.MKChasalsoperformedongoinggroundwatermonitoringsince2002.Resultsofthe2016monitoringeventsindicatenitrateconcentrationsingroundwaterrangedfrom7.2mg/LindowngradientmonitoringwellMW-11,toamaximumconcentrationof34mg/Lonsite.MW-8and9,whicharelocatedhydraulicallyupgradientoftheBurnsfacilitycontainnitrateatconcentrationsrangingfrom23to33mg/L.

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BackgroundEvaluationReportNovember2017Page123 ConceptualSiteModel3.1 SiteDescription

TheCityofBurnsisinMarionCounty,Kansas,approximately17milesnorthofElDorado,Kansas.U.S.Highway77runsadjacenttotheeastsideofBurns.TheMKCBurnsfacilityislocatedat301EastMainStreetintheSoutheastQuarterofSection33,Township22South,Range5East.AtopographicmapoftheSitevicinityisprovidedinFigure2.

ThefollowingtableandmapsummarizesthesurfacecharacteristicswithintheBurnsCSM.

SurfaceCharacteristics SourceElevation 1480FeetAMSL USGS7.5’

DigitalElevationModel

TopographicGradient Flat,gentleslopetothewest

NearestSurfaceWaterBody EastBranchWhitewaterRiver(approximately0.85mileswestofProperty)

3.2 SurroundingPropertyUses

AccordingtheUSCensusBureau(USCensusBureau,2010),228people,93households,and59familiesareinBurns,whichis40personsreductionsince2000(USCensusBureau,2000).ThelanduseinBurnsconsistsofcommercial,residential,andagriculturaluses.TothenorthandwestoftheFacilityisprimarilycommercialandresidential;totheeastandsouthisagriculturalsettingwithfeedlotoperationsimmediatelyadjacenttotheeast(seeaerialphotographabove,courtesyGoogleMaps,2017).

AwindshieldsurveywasconductedonJune19,2017.Theobjectiveofthesurveywastoidentifyanddocumentlandusesofsurroundingpropertiesindicativeofpotentialnitrate

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BackgroundEvaluationReportNovember2017Page13contributiontotheregionalnitrateimpactsintheBurnsvicinity.AccordingtoKDHE’sNitratePolicy(KDHE,2014),therearevariousfactorsand/oractivitiesthatmayhaveabearingonnitrogenlevelsinsoilorgroundwaterforaparticularareaincludingbutnotlimitedtothefollowing:

• Agriculturalactivities:cropfertilizersconsistingofnitrateorammonia;turfmanagementoperations,gardening.

• Animalwastes:manure,feedlots,dairies,confinedfeedingoperations.

• Naturalcauses:geologicand/orcontentoforganicmatter.

• Precipitation:Precipitationinconjunctionwithagriculturalactivities,animalwastes,orothernaturalcauses.

PPBobservedlanduseintheSitevicinity,whichincludedagriculturalactivitiesandCAFOs.Specifically,severalupgradientpointandnon-pointsourcesweredocumented,whichincludedafeedlottotheeast,alongwithheavyagricultureactivitiestothesouthandeast.Inaddition,Glen’sFeedStore,aretailfacilityfocusingonfeedandagriculturalchemicalsalesislocatedjustwest(cross-gradient)oftheMKCfacility.ThephotographiclogofthepotentialcontributingsourcescanbefoundinAppendixA.

3.3 PreviousInvestigations

SeveralinvestigationshavebeenconductedattheBurnsfacilitysinceitsinceptionintotheVCPRP.Thefollowingisasummaryandbriefsynopsisofpertinentactivities.Figure3presentsacomprehensivesummaryofavailablesoilconcentrationdata:

• June-August1997:KDHESiteVisitandSampling:KDHEvisitsSiteandobservesliquidinditchesneardryfertilizerstoragebuilding;watersamplescollectedfromthreeprivatewellsindicatenitratelevelsexceedingtheMCLof10mg/L.

• November1997:Servi-TechSoilInvestigation:Soilsampleswerecollectedinsurfacedrainagepathways(at11locations)fromdepthsrangingfromsurfaceto10feetbelowgroundsurface(bgs).Themaximumnitrateconcentrationdetectedinsoilwas536mg/kgfrom1-2feet(ft)bgsfromalocationtopographicallydowngradientofthedryfertilizerplant.Asoilsamplecollectedimmediatelytopographicallydowngradientfromaliquidfertilizercontainmentarea(from0-0.5ftbgs)detectedammoniaat515mg/kg.ThereisnoKDHEscreeninglevelforammoniainsoil.

• September2000:Servi-TechSoilSampling:Soilsampleswerecollectedatsixlocationsatdepthsrangingfrom1-10ftbgsnearthedryfertilizerstoragearea.Thehighest

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BackgroundEvaluationReportNovember2017Page14

concentrationsofnitrogendetectedwere280mg/kgnitrateand300mg/kgammoniafromthe2-3ftinterval.

• June2002:Servi-TechMonitoringWellInstallation:Threemonitoringwells(MW-1throughMW-3)wereinstalledtodepthsof37-40ftbgs.

• October2006:EnviroTechServices,Inc.SoilSampling:Soilsampleswerecollectedatfourlocationsneartheliquidfertilizerstoragearea.

• April2007:EnviroTechServices,Inc.SoilSampling:Soilsampleswerecollectedfrom29locationsneartheliquidanddryfertilizerstorageareas.

• May2007:EnviroTechServices,Inc.MonitoringWellInstallation:Fourmonitoringwells(MW-4throughMW-7)wereinstalledtodepthsrangingfrom44-50ftbgs.

• June2009:EnviroTechServices,Inc.SoilSampling:Soilsampleswerecollectedfrom11locationsnearMonitoringwellMW-4;upgradientofanyfertilizerstorage/handling.

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BackgroundEvaluationReportNovember2017Page153.4 SiteGeology/HydrogeologySummary

ThetablebelowsummarizessitesoilsrelevanttotheBackgroundEvaluation.

SoilTypes Source3890-LadysmithSiltyClayloam,0to1percentslopes

USDASoilConservationService,SSURGODatabase

SoilSurveyStaff,NaturalResourcesConservationService,UnitedStatesDepartmentofAgriculture.WebSoilSurvey.Availableonlineathttp://websoilsurvey.nrcs.usda.gov/.AccessedJuly17,2017.

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BackgroundEvaluationReportNovember2017Page16ThetablebelowsummarizessitegeologyandhydrogeologyrelevanttotheBackgroundEvaluation.

SiteGeologyandHydrogeology Source

Formation Permian-agedsedimentsoftheChaseGroup,consistingofalternatinglayersofshalesandlimestones.

LogDescription

Uppertwofeetoftopsoil,followedbyasiltyclay,whichquicklygradesintoalternatinglayersofyellowandredshalesandlimewithlimestonefragmentsintermixed.Grayshaleand/orgreylimestonerockwasencounteredatdepthsrangingfrom70-90ft.

KansasGeologicalSociety;WWC5logsobtainedfromthewaterwellsurvey(Terracon,2017a)andVCI(Enviro-Tech,2010)

DepthtoGroundwater

Depthtogroundwateronthefacilityhasrangedfrom19.57to39ftbgssince2012.

Terracon,2012-2017

GroundwaterFlowDirection

Groundwaterflowisgenerallytothenorthwestinthewater-bearingzonebeingevaluatedattheBurnsFacility

Professionalinterpretation

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BackgroundEvaluationReportNovember2017Page173.5 GroundwaterMonitoringProgram

Groundwatermonitoringhasbeenconductedsinceatleast2002,withcontinuouseventsoccurringsemiannualoverthelastfiveyears.MonitoringhasbeenconductedinaccordancewiththeKDHE-approvedgroundwatersamplingprogramandKDHE’sStandardOperatingProcedureforCollectionofGroundwaterSamplesatKnownorSuspectedGroundwaterContaminationSites(KDHE,2011)asfurthersummarizedbelow:

MonitoringWell

2012

(June,December)

2013

(April,October)

2014

(April,October)

2015

(April,October)

2016

(April,October)

MW-1 ✔ ✔ ✔ ✔ ✔MW-2 ✔ ✔ ✔ ✔ ✔MW-3 ✔ ✔ ✔ ✔ ✔

MW-4 ✔ ✔ ✔

MW-5 ✔ ✔ ✔ ✔ ✔MW-6 ✔ ✔ ✔ ✔ ✔MW-7 ✔ ✔ ✔ ✔ ✔MW-8 ✔ ✔ ✔ ✔ ✔

MW-9 ✔ ✔ ✔ ✔ ✔MW-10 ✔ ✔ ✔ ✔ ✔MW-11 ✔ ✔ ✔ ✔ ✔MW-12 ✔ ✔ ✔ ✔ ✔Monitoringoccurredannuallyfrom2002-2006,semiannually,in2007,andin2010

Asidentifiedabove,substantialdatahasbeencollectedoverthelast15years.Groundwatersamplesfromthe11monitoringwellsweretypicallycollectedwithabailerandanalyzedbyEPAMethod353.2.Welllogsindicatethateachwelliscompletedwithinthesameperchedwater-bearingzone.Additionalinformationonsamplingmethodsandresultsisprovidedinthereportscitedherein.

3.6 GroundwaterFlowAnalysisandSiteHydrogeology

Since2012,groundwaterelevationshavefluctuatedwithpeakelevationsgenerallycoincidingwiththefallseason.Figure4,GroundwaterElevationTrends,showsthegroundwaterelevationstrendsfrom2012to2016forsitemonitoringwells.

Groundwaterflowdirectionhasbeenextensivelyevaluatedandisconsistentlytothenorthwest.Figure5presentsdepictsvariationsingroundwaterflowdirectionoverthelastfive

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BackgroundEvaluationReportNovember2017Page18years.Itisevidentthatgroundwaterflowdirectionisconstantandisnotaffectedbyfluctuationsingroundwaterelevationorseasonalvariations.

3.7 Upgradientvs.Onsitevs.Downgradient

Forthebackgroundevaluation,monitoringwellsattheSitewereclassifiedasfollowsandshownonFigure6:

• Onsite:WellslocatedontheMKCBurnsfacility

• Downgradient:Wellslocatednorthwest(hydraulicallydowngradient)fromtheMKCBurnsfacility(MW-11andMW-12)

• Upgradient:WellslocatedeastorsoutheastoftheMKCBurnsfacilitythatareindicativeofbackgroundconditions(MW-8andMW-9)

• Cross-gradient(X-Gradient):WellslocatedwestornortheastofthefacilitythatarenotLocatedperpendiculartothedirectionofgroundwaterflowfromtheMKCBurnsFacility(MW-5andMW-10).

3.8 NitrateConcentrationAnalysis

Figure7,NitrateConcentrationsinGroundwaterOctober2016,reflectsthemostcurrentsnapshotofsite-widenitrogenconcentrationingroundwater.ThehighestnitrateconcentrationdetectedinthegroundwaterontheFacilitywas34.0mg/L.UpgradientmonitoringwellsMW-8andMW-9detectednitrateatconcentrationsof33.6and23.3,respectively.AdditionalgroundwaterdataarepresentedinTable1.

Asshownintheboxplottotheright,thehighestnitrateconcentrationshavehistoricallybeendetectedattheMKCfacility;however,thefigurealsoshowsthatnitrateconcentrationsaresignificantlyelevatedintheupgradientpopulationrelativetodowngradientandx-gradientdatasets,andtheMCLof10mg/L.

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BackgroundEvaluationReportNovember2017Page194 RegulatoryFrameworkforGroundwaterBackgroundEvaluation

ThefollowingpoliciesandguidancedocumentsprovidetheregulatoryframeworkfortheinvestigationandcleanupofnitrogensitesinKansas.Inaddition,thefollowingresourcesprovidethebasisforestablishingforthcomingremedialactionobjectives(RAOs).

4.1 Risk-BasedStandardsforKansas

TheRisk-BasedStandardsforKansas(RSK)Manual(KDHE,2015)establishesathree-tierapproachtoestablishscreeninglevels.Tier1involvesacomparisonofsite-specificdatatobackgroundconcentrationsfortheaffectedmedium.ATier2analysisinvolvesacomparisonofsite-specificdatatopublishedscreeninglevelsdevelopedbyKDHEusingrelativelyconservativeinputparameters.ATier3analysisincorporatessite-specificinputparameterstodetermineappropriatescreeninglevels,andcanalsoincorporatemodelingandanevaluationofexposurepathwaysandpotentialreceptorsbasedonlanduse.

4.2 BERNitratePolicy

KDHE’sPresumptiveRemedyPolicy,InvestigationandCleanupofNitrogenatAgriculture-RelatedSitesinKansas(KDHE,2014)providesguidanceforastreamlinedframeworkforevaluatingnitratecontaminationinsoilandgroundwater.Thepolicyspecificallydefines“background”evaluationasaCleanupLevelConsiderationandprovidesflexibilitytoensurebackgroundcontributionisconsideredwithrespecttoassessmentandremediation.

Morespecifically,thepolicystates:Itiscriticaltounderstandbackgroundnitrate-Nconcentrationsingroundwaterpriortoestablishingtheremediationgoalforasite.Ifthenitrate-NcontaminationlevelsforgroundwaterfortheareasurroundingthesiteareabovetheMCLof10mg/Lbecauseofnon-pointsourcepollutionandthesitenitrate-Nconcentrationsarewellabovetheobserved“backgroundlevels”thentheremediationgoalmaybeevaluatedwithKDHEtodetermineamoreappropriatecleanuplevelconsistentwiththeAppendix“BackgroundEvaluationforNitrateSites.ThepolicyalsoidentifiesMCLsasfinalcleanupgoals,butrecognizesbackgroundimpacts:EPA-promulgatedMCLswhenavailablewillbethefinalcleanuplevelsforgroundwater,withconsiderationofbackgroundcontribution,independentofTier3analysis(KDHE,2014).

4.3 BERBackgroundPolicy

KDHE’sguidanceonDeterminingBackgroundLevelsforChemicalsofConcern(KDHE,2010)providesamechanismfordevelopingsite-specificbackgroundvaluesinlieuoftheMCLswhennaturalornon-pointsourceanthropogeniccontaminants(e.g.,nitrate)arepresentupgradientandimpactingaparticularfacility.Thepolicyspecificallystates:

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BackgroundEvaluationReportNovember2017Page20“Naturalornon-pointsourceanthropogenicCOCs(suchasmetals,nitrate,radionuclides,chloridesandothers)maybepresentingroundwaterandmayexceedtheTier2cleanupvalues”(e.g.,10mg/L).Determininglocalbackgroundlevelsingroundwatermayrequireinstallationofupgradientorsidegradientmonitoringwellsorgroundwaterprobesandobtainingsamplesordatafromnearbymonitoringorwater-supplywells.Insparselypopulatedareas”(e.g.,Burns,KS)“,dataavailabilitymaybelimited.Nevertheless,obtainingbackgrounddatafromevenafewexistingwellsmayreduceuncertaintyregardingbackgroundlevelsofCOCs.Determiningbackgroundlevelsingroundwatershouldfollowthesamegeneralproceduresasthoseforsoils,recognizingthatthenumberofsamplepointsmaybelimited.”(KDHE,2010).

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BackgroundEvaluationReportNovember2017Page215 Statistics

Basedonthedataandpolicyframeworkpresentedabove,PPBproceededwithastatisticalanalysisoftheBurnsdatasettoevaluatepotentialSiterelatedandupgradientcontributiontogroundwater.

5.1 Methodology

AnanalysisofthegroundwaterdatasetfromDecember2012throughOctober2016wasperformedusingEPA’sProUCLver.5.1statisticalsoftwarepackage(EPA,2015)toevaluatebackgroundconcentrations,datadistribution,andcontaminanttrendsintheSitevicinity.ThestatisticalanalysesareprovidedinAppendixBanddiscussedbelow.Thedataanalysisincludesthefollowing:

• TestforOutliers:NitrateconcentrationmeasurementsfromallsitemonitoringwellsweretestedforoutliersusingDixon’stest.Outliersweresubjecttofurtherqualityassurancereviewtodeterminewhetherthesamplewascompromisedandthesourceofimpact.

• Non-DetectResults:Traditionally,non-detect(ND)results(i.e.,resultsreportedasbelowtheirlaboratoryreportinglimits(RL)),areadjustedbasedonthefrequencyofNDresultsinthedatasettofacilitatestatisticalanalysis(e.g.,setat50percentoftheRL,setattheRL,etc.).TheBurnsdatasetdoesnotincludeanyNDresultsfornitrate;therefore,noadjustmentswererequired.

• Distributionassessment:ThedatawereevaluatedtodeterminewhetherthenitrateconcentrationdistributionsatisfiesnormalityassumptionsusingtheShapiro-Wilkstest.Inaddition,thedatawereevaluatedonanarea-specificbasis(e.g.,upgradient,downgradient,andcross-gradient)toensurethedatadistributionofthesesubsetssatisfiednormalityconstraints.Ifdatadidnotsatisfynormalityconstraints,appropriatetransformationswouldbeappliedandthedatawouldbereanalyzedfornormality.

• TrendAnalysis:Thedatawereevaluatedtodeterminewhethertrendsexistinthedatasetonawell-by-wellbasisusingtheMann-Kendalltest.

• PredictionLimits:Theupgradientsitedatawereevaluatedtodeterminethebackgroundthresholdvalue(BTV).TheBTVisapredictivevaluerepresentativeofthehighestconcentrationata95%levelofconfidencethatcouldbepresumedtobeattributabletobackgroundimpacts.UpperToleranceLimits(UTL),UpperPredictionLimits(UPL)andUpperSignificanceLimits(USLs)weredeterminedfortheupgradientdataset.

• InterwellComparison:Nitrateconcentrationsfromdowngradient,onsite,andcross-gradientwellsarecomparedtothecorrespondingBTVfromthebackgrounddataset.Inaddition,thedataweresubjectedtotwosamplet-Testswherenitrateconcentrations

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BackgroundEvaluationReportNovember2017Page22

fromdowngradient,onsite,andcross-gradientareaswerecomparedagainstupgradientconcentrationsusingtheStudentt(Pooled)Test,Welch-SatterthwaiteTest,andMann-Kendall-WhitneyTest.

5.2 StatisticalAnalysisandResults

TheresultsofthestatisticalanalysesarepresentedinAppendixBandaresummarizedbelow.GeneralstatisticsfortheMKCBurnsfacilitygroundwaterdatasetarepresentedinAppendixB.1.

5.2.1 Outliers

TheresultsoftheoutlieranalysisareprovidedinAppendixB.2.Theoutlieranalysisidentifiedsixpotentialoutliersinthedatasetata10%significancelevel,fivepotentialoutliersata5%significancelevelandthreepotentialoutliersata1%significancelevelasshowninthetablebelow.

Date Result Min/Max SignificanceLevel(s) MethodMW-4 10/22/2014 63.8mg/L Maximum 10% Dixon’sOutlierTest

MW-5 10/8/2015 25.7mg/L Maximum 10%,5%,1% Dixon’sOutlierTest

MW-7 10/18/2016 2.9mg/L Minimum 10%,5%,1% Dixon’sOutlierTest

MW-10 10/15/2013 22.7mg/L Maximum 10%,5% Dixon’sOutlierTest

MW-11 4/4/2013 21.4mg/L Maximum 10%,5% Dixon’sOutlierTest

MW-12 10/18/2016 11.6mg/L Minimum 10%,5%,1% Dixon’sOutlerTest

OutlierswerenotremovedfromsubsequentanalysisbecausePPB’squalityassurancereviewcouldnotascertainwhetherthesamplesinquestionwerecompromisedoridentifyanysourcesofsuchimpacts.

5.2.2 DataDistribution

Thedatasetintotalandforindividualsub-areaswereevaluatedtodeterminewhethertheymetconditionsfornormalityorwereotherwisedistributed.Theresultsofthegoodness-of-fitanalysesareprovidedinAppendixB.3,includinggraphicalQ-Qplotsfornitrate.Thedatasatisfytheconditionsfornormalityandthereforenodatatransformationswererequiredforsubsequentanalyses.

5.2.3 TrendAnalyses

Mann-KendallTrendAnalyseswereperformedtoevaluatepotentialtrendsinthedataset.TheresultsofthetrendanalysesareprovidedinAppendixB.4.MonitoringWell11(downgradient)

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BackgroundEvaluationReportNovember2017Page23exhibitedstatisticallysignificantevidenceofadecreasingtrendata5%levelofsignificance.Therewasinsufficientevidencetoidentifyasignificanttrendata5%levelofsignificanceinallothersitemonitoringwells.

5.2.4 BackgroundThresholdValues

AppendixB.5presentsthecalculationsofpredictivelimits(e.g.,BTVs)forthebackgrounddataset.TheanalysisyieldedthefollowingestimatesofBTVbasedona95%confidenceleveland95%coverage:

BTVestimatecalculations Result95%uppertolerancelimitwith95%coverage 38.4mg/L

95%upperpredictionlimit 33.7mg/L

95%uppersimultaneouslimit 37.4mg/L

TheUSLtendstoyieldaconservativeestimateoftheBTVandprovidesbalancebetweenfalsepositivesandfalsenegativesinabackgrounddataset;therefore,itwasselectedastheBTVforsubsequentanalyses.

5.2.5 InterwellAnalysis

Theinitialinterwellanalysisinvolvescomparingarea-specificconcentrationdata,theUPL,andestimatesofthemeantotheBTVestimate(37.4mg/L).

October2016 UPL95 Maximum Mean UCL95Downgradient 11.6 31.3 26.9 15.7 19.3

Onsite 34.0 50.7 63.8 26.0 29.4

CrossGradient 12.2 22.5 25.7 15.0 16.7

Noneofthecurrent(October2016)concentrationdataexceedtheBTVof37.4.Moreover,dataindicatethatthearithmeticmeanandUCL95alsofallwellbelowtheBTV.Notwithstanding,basedontheUPL95andmaximumhistoricaldata,itispossiblethatnitrateconcentrationscouldreasonablybeanticipatedtoexceedtheBTVontheMKCfacility.

Thedatawerefurtheranalyzedusingtwosamplet-teststoevaluatewhethertherearestatisticallysignificantdifferencesbetweenbackgroundandonsite,downgradient,andcross-gradientdatasets.

Thetablebelowindicatestheresultsoftheseanalyses,witha“+”indicatingthatthetestindicatedtheindicatedpopulationisgreaterthanorequaltobackgroundand“-”indicatingthetestindicatedthespecifiedpopulationisbelowbackgroundata95%levelofconfidence:

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BackgroundEvaluationReportNovember2017Page24

StudenttTest

WelchSatterthwaite

Test

Wilcoxon-Mann-Whitney

Downgradient - - -Onsite + + +

CrossGradient - - -Theinterwellanalysesshowthatthedowngradientandcrossgradientdatasetsarestatisticallysignificantlylowerthanthebackgrounddatasetviaeachstatisticaltest.Theinterwellanalysesfurthershowthattheonsitedatasetexceedsthebackgrounddataset.

5.3 InterpretationsandConclusions

Theevaluationpresentedaboveprovidesacomprehensiveevaluationofthegroundwaterdatasetandnitratedistributioninthesubsurface.Theanalysisnaturallyleadstothefollowinginterpretationsandconclusions:

(1) TheestimatedBTVcalculatedfortheSite(37.4mg/L),whichisanestimateofthemaximumconcentrationthatisstatisticallyreasonablyexpectedtobeattributabletobackgroundbasedontheexistingdataset,exceedstheMCLfornitrate.Inaddition,theUCL95,anupperboundestimateofthemean,andthearithmeticmeanofthebackgrounddataset(25.1mg/Land22.3mg/L,respectively)exceedtheMCL.

CONTAMINATIONUPGRADIENTOFANDUNRELATEDTOTHEMKCFACILITYISPRESENTATCONCENTRATIONSWELLABOVEDRINKINGWATERSTANDARDS.

(2) ThehighestnitrateconcentrationsdetectedduringtheOctober2016samplingevent(34.0mg/LatonsitewellMW-3and33.6mg/LatupgradientwellMW-8)fallbelowtheBTVof37.4mg/L.ALTHOUGHNITRATECONCENTRATIONSINTHEBURNSVICINITYEXCEEDDRINKINGWATERSTANDARDS,THEMOSTRECENTSITEDATAAREINDISTINGUISHABLEFROMBACKGROUND.

(3) Interwellanalysesalsoevaluatedtherelationshipbetweentheonsiteandbackgrounddatasets.TheseanalysesalsoyieldedconsistentfindingsshowingthattherehaslikelybeenareleaseofnitratetotheenvironmentinthevicinityoftheMKCfacilitywhichresultedinlocalizedgroundwaterimpactsinexcessoftheBTVandMCL.

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BackgroundEvaluationReportNovember2017Page25

LOCALIZEDGROUNDWATERIMPACTSABOVETHEBTVARELIKELYATTRIBUTABLETORELASESNEARTHEMKCFACILITY.HOWEVER,ASNOTEDABOVE,CURRENTCONCENTRATIONDATAONTHEMKCFACILTIYFALLBELOWTHEBTV,INDICATINGTHESIGNIFICANCEOFTHESEIMPACTSARENEGLIGIBLERELATIVETOBACKGROUND.

(4) Interwellanalyseswereperformedtoevaluatetherelationshipbetweendataupgradient(background)anddowngradientoftheMKCfacility.EachinterwellanalysisyieldedconsistentfindingsanddemonstratethatconcentrationsdowngradientoftheMKCfacilityarestatisticallysignificantlylowerthanthebackgrounddataset.DOWNGRADIENTGROUNDWATERCONCENTRATIONSAREBELOWBACKGROUNDCONCENTRATIONS.ALTHOUGHITISPOSSIBLETHATRELEASESATTHEMKCFACILITYMAYHAVEAFFECTEDGROUNDWATER,THESEIMPACTSHAVENOTRESULTEDINGROUNDWATERIMPACTSABOVEBACKGROUNDDOWNGRADIENTOFTHEMKCFACILITY.

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BackgroundEvaluationReportNovember2017Page266 Recommendations

Basedonthebackgroundevaluationpresentedherein,PPBrecommendsestablishmentofanEnvironmentalUseControl(EUC)ontheMKCBurnsfacility.TheEUCwillestablishappropriatecontrolstomitigatepotentialfutureexposurerisksassociatedwithresidualcontaminationontheBurnsfacility.AnEUCapplicationandsupportingdocumentationwillbeprovidedtoKDHEunderseparatecover.PPBunderstandsthatKDHEwillgrantanofurtheractiondeterminationuponestablishmentoftheEUCandsatisfactionofKDHE’spublicparticipationrequirements(KDHE2017).

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BackgroundEvaluationReportNovember2017Page277 References

Enviro-Tech,2013a,GroundwaterMonitoringReport,preparedbyEnviro-TechServicesonbehalfofMid-KansasCooperative,June.

Enviro-Tech,2013b,GroundwaterMonitoringReport,preparedbyEnviro-TechServicesonbehalfofMid-KansasCooperative,January.

Enviro-Tech,2010,VoluntaryCleanupInvestigationReport,preparedbyEnviroTechServices,Inc.onbehalfofMid-KansasCooperative,February.

EPA,2016,USEPASuperfundWebsite,Section6:LikelihoodofRelease,U.S.EnvironmentalProtectionAgency,https://www.epa.gov/superfund/section-6-likelihood-release.

EPA,2015a,ProUCLSoftwarever.5.1.002,developedbyLockheedMartinonbehalfofU.S.EnvironmentalProtectionAgency.

EPA,2015b,ProUCLVersion5.1UserGuide,developedbyLockheedMartinonbehalfofU.S.EnvironmentalProtectionAgency,EPA/600/R-07/041,October.

KDHE,2017,KDHEResponsetoBackgroundEvaluationReport,farmersgraincooperative,burns,MarionCounty,Kansas,LetterfromB.Johnson(KDHE)toE.Lange(MKC),October12.

KDHE,2016,ConsiderationsforGroundwaterPotabilityandUseDetermination,BERPolicy#BER-RS-045;KansasDepartmentofHealthandEnvironment,April.

KDHE,2015,Risk-BasedStandardsforKansas:RSKManual-5thVersion;KansasDepartmentofHealthandEnvironment,October.

KDHE,2014,PresumptiveRemedyPolicy,InvestigationandCleanupofNitrogenatAgriculture-RelatedSitesinKansas,BERPolicy#BER-RS-047;KansasDepartmentofHealthandEnvironment,December.

KDHE,2010,DeterminingBackgroundLevelsforChemicalsofConcern,KDHEBERPolicy#BER-RS-038;KansasDepartmentofHealthandEnvironment,June.

KDHE,2011,CollectionofGroundwaterSamplesatKnownorSuspectedGroundwaterContaminationSites,StandardOperatingProcedure–BER-01,KansasDepartmentofHealthandEnvironment,January.

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BackgroundEvaluationReportNovember2017Page28Terracon,2017a,UpdatedWaterWellSurvey,FarmersGrainCooperative(MKCBurns),

preparedbyTerraconConsultants,Inc.onbehalfofMid-KansasCooperative,February.

Terracon,2017b,October2016Semi-AnnualGroundwaterMonitoringReport,preparedbyTerraconConsultants,Inc.onbehalfofMid-KansasCooperative,March.

Terracon,2016,April2016Semi-AnnualGroundwaterMonitoringReport,preparedbyTerraconConsultants,Inc.onbehalfofMid-KansasCooperative,May.

Terracon,2015a,October2015Semi-AnnualGroundwaterMonitoringReport,preparedbyTerraconConsultants,Inc.onbehalfofMid-KansasCooperative,October.

Terracon,2015b,April2015Semi-AnnualGroundwaterMonitoringReport,preparedbyTerraconConsultants,Inc.onbehalfofMid-KansasCooperative,May.

Terracon2014,April2014Semi-AnnualGroundwaterMonitoringReport,preparedbyTerraconConsultants,Inc.onbehalfofMid-KansasCooperative,April.

Terracon,2013,October2013Semi-AnnualGroundwaterMonitoringReport,preparedbyTerraconConsultants,Inc.onbehalfofMid-KansasCooperative,October.

Servi-Tech,2002,DRAFTVCIReport,preparedbyServi-Tech,Inc.onbehalfofMid-KansasCooperative.

Servi-Tech,2000,SoilSamplingNorthofDryFertilizerStorageBuilding,preparedbyServi-Tech,Inc.onbehalfofFarmersGranCooperativeofWalton–BurnsBranch,Burns,Kansas.

Servi-Tech,1997,SamplingandSiteAssessmentFertilizerFacilities,preparedbyServi-Tech,Inc.onbehalfofFarmersGrainCooperativeofWalton-BurnsBranch,Burns,Kansas,December.

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TABLES

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TABLE1Mid-KansasCooperative-BurnsFacility

HistoricalGroundwaterElevationandNitrateConcentrationData

ppBEnviroSolutionsLLCAugust2017Page1of4

MonitoringWellID

TOCElevation

Longitude Latitude SampleDate DepthtoWater(ftBelowTOC)

GroundwaterElevation(ftAMSL)

NitrateConcentration(mg/L)

Classification

MW-1 1500.75 -96.88472037 38.09024938 12/18/12 39.12 1461.63 4.16 ONSITEMW-1 1500.75 -96.88472037 38.09024938 4/4/13 38.93 1461.82 3.6 ONSITEMW-1 1500.75 -96.88472037 38.09024938 10/15/13 33.11 1467.64 3.3 ONSITEMW-1 1500.75 -96.88472037 38.09024938 4/8/14 36.86 1463.89 5.0 ONSITEMW-1 1500.75 -96.88472037 38.09024938 10/22/14 36.98 1463.77 3.8 ONSITEMW-1 1500.75 -96.88472037 38.09024938 4/21/15 39.03 1461.72 4.5 ONSITEMW-1 1500.75 -96.88472037 38.09024938 10/8/15 34.96 1465.79 3.6 ONSITEMW-1 1500.75 -96.88472037 38.09024938 4/12/16 38.16 1462.59 3.2 ONSITEMW-1 1500.75 -96.88472037 38.09024938 10/18/16 27.36 1473.39 2.4 ONSITEMW-2 1500.54 -96.88423186 38.08919629 12/18/12 38.32 1462.22 44 ONSITEMW-2 1500.54 -96.88423186 38.08919629 4/4/13 38.3 1462.24 26.2 ONSITEMW-2 1500.54 -96.88423186 38.08919629 10/15/13 32.21 1468.33 13.6 ONSITEMW-2 1500.54 -96.88423186 38.08919629 4/8/14 36.02 1464.52 18.4 ONSITEMW-2 1500.54 -96.88423186 38.08919629 10/22/14 36.12 1464.42 24.6 ONSITEMW-2 1500.54 -96.88423186 38.08919629 4/21/15 38.42 1462.12 39.9 ONSITEMW-2 1500.54 -96.88423186 38.08919629 10/8/15 34.14 1466.4 20.8 ONSITEMW-2 1500.54 -96.88423186 38.08919629 4/12/16 37.22 1463.32 26.6 ONSITEMW-2 1500.54 -96.88423186 38.08919629 10/18/16 26.47 1474.07 15.9 ONSITEMW-3 1501.5 -96.88353366 38.08976546 12/18/12 38.78 1462.72 39.6 ONSITEMW-3 1501.5 -96.88353366 38.08976546 4/4/13 38.89 1462.61 34.2 ONSITEMW-3 1501.5 -96.88353366 38.08976546 10/15/13 32.76 1468.74 37.6 ONSITEMW-3 1501.5 -96.88353366 38.08976546 4/8/14 36.59 1464.91 36.5 ONSITEMW-3 1501.5 -96.88353366 38.08976546 10/22/14 36.73 1464.77 32.3 ONSITEMW-3 1501.5 -96.88353366 38.08976546 4/21/15 39.04 1462.46 34.3 ONSITEMW-3 1501.5 -96.88353366 38.08976546 10/8/15 34.83 1466.67 35.7 ONSITEMW-3 1501.5 -96.88353366 38.08976546 4/12/16 37.79 1463.71 33.6 ONSITEMW-3 1501.5 -96.88353366 38.08976546 10/18/16 27.02 1474.48 34.0 ONSITEMW-4 1498.91 -96.88340916 38.08885244 12/18/12 35.67 1463.24 44 ONSITEMW-4 1498.91 -96.88340916 38.08885244 4/4/13 35.79 1463.12 44.8 ONSITEMW-4 1498.91 -96.88340916 38.08885244 10/15/13 29.51 1469.4 50.1 ONSITEMW-4 1498.91 -96.88340916 38.08885244 4/8/14 34.43 1464.48 52.3 ONSITEMW-4 1498.91 -96.88340916 38.08885244 10/22/14 33.45 1465.46 63.8 ONSITEMW-4 1498.91 -96.88340916 38.08885244 4/21/15 35.9 1463.01 43.2 ONSITE

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TABLE1Mid-KansasCooperative-BurnsFacility

HistoricalGroundwaterElevationandNitrateConcentrationData

ppBEnviroSolutionsLLCAugust2017Page2of4

MonitoringWellID

TOCElevation

Longitude Latitude SampleDate DepthtoWater(ftBelowTOC)

GroundwaterElevation(ftAMSL)

NitrateConcentration(mg/L)

Classification

MW-4 1498.91 -96.88340916 38.08885244 10/8/15 NotMeasured NotMeasured NotMeasured ONSITEMW-4 1498.91 -96.88340916 38.08885244 4/12/16 NotMeasured NotMeasured NotMeasured ONSITEMW-4 1498.91 -96.88340916 38.08885244 10/18/16 NotMeasured NotMeasured NotMeasured ONSITEMW-5 1494.99 -96.88334406 38.09027228 12/18/12 31.41 1463.58 12.5 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 4/4/13 31.33 1463.66 12.4 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 10/15/13 25.32 1469.67 13.8 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 4/8/14 29.08 1465.91 12.6 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 10/22/14 29.27 1465.72 11 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 4/21/15 31.49 1463.5 12.8 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 10/8/15 27.4 1467.59 25.7 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 4/12/16 30.34 1464.65 10.2 X-GRADIENTMW-5 1494.99 -96.88334406 38.09027228 10/18/16 19.57 1475.42 9.9 X-GRADIENTMW-6 1495.27 -96.88411089 38.09025271 12/18/12 33.49 1461.78 32.2 ONSITEMW-6 1495.27 -96.88411089 38.09025271 4/4/13 33.31 1461.96 26.6 ONSITEMW-6 1495.27 -96.88411089 38.09025271 10/15/13 27.49 1467.78 29.7 ONSITEMW-6 1495.27 -96.88411089 38.09025271 4/8/14 31.22 1464.05 33.1 ONSITEMW-6 1495.27 -96.88411089 38.09025271 10/22/14 31.35 1463.92 27.4 ONSITEMW-6 1495.27 -96.88411089 38.09025271 4/21/15 33.38 1461.89 29.2 ONSITEMW-6 1495.27 -96.88411089 38.09025271 10/8/15 29.36 1465.91 26.7 ONSITEMW-6 1495.27 -96.88411089 38.09025271 4/12/16 32.49 1462.78 32.3 ONSITEMW-6 1495.27 -96.88411089 38.09025271 10/18/16 21.77 1473.5 23.9 ONSITEMW-7 1498.01 -96.88469725 38.08979596 12/18/12 36.28 1461.73 23.8 ONSITEMW-7 1498.01 -96.88469725 38.08979596 4/4/13 36.16 1461.85 25.4 ONSITEMW-7 1498.01 -96.88469725 38.08979596 10/15/13 30.3 1467.71 22.3 ONSITEMW-7 1498.01 -96.88469725 38.08979596 4/8/14 34.04 1463.97 20.1 ONSITEMW-7 1498.01 -96.88469725 38.08979596 10/22/14 34.12 1463.89 21.6 ONSITEMW-7 1498.01 -96.88469725 38.08979596 4/21/15 36.2 1461.81 24.5 ONSITEMW-7 1498.01 -96.88469725 38.08979596 10/8/15 32.11 1465.9 22.6 ONSITEMW-7 1498.01 -96.88469725 38.08979596 4/12/16 35.29 1462.72 20.9 ONSITEMW-7 1498.01 -96.88469725 38.08979596 10/18/16 24.58 1473.43 2.9 ONSITEMW-8 1495.97 -96.8828865 38.08811407 12/18/12 32 1463.97 16 UPGRADIENTMW-8 1495.97 -96.8828865 38.08811407 4/4/13 32.35 1463.62 17.7 UPGRADIENTMW-8 1495.97 -96.8828865 38.08811407 10/16/13 25.87 1470.1 31.9 UPGRADIENT

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TABLE1Mid-KansasCooperative-BurnsFacility

HistoricalGroundwaterElevationandNitrateConcentrationData

ppBEnviroSolutionsLLCAugust2017Page3of4

MonitoringWellID

TOCElevation

Longitude Latitude SampleDate DepthtoWater(ftBelowTOC)

GroundwaterElevation(ftAMSL)

NitrateConcentration(mg/L)

Classification

MW-8 1495.97 -96.8828865 38.08811407 4/8/14 29.8 1466.17 18.2 UPGRADIENTMW-8 1495.97 -96.8828865 38.08811407 10/22/14 29.73 1466.24 22.8 UPGRADIENTMW-8 1495.97 -96.8828865 38.08811407 4/21/15 32.13 1463.84 18.2 UPGRADIENTMW-8 1495.97 -96.8828865 38.08811407 10/8/15 28.05 1467.92 30.4 UPGRADIENTMW-8 1495.97 -96.8828865 38.08811407 4/12/16 30.93 1465.04 17.4 UPGRADIENTMW-8 1495.97 -96.8828865 38.08811407 10/18/16 19.78 1476.19 33.6 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 12/18/12 31.71 1462.97 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 4/4/13 32 1462.68 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 10/15/13 25.78 1468.9 28.5 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 4/8/14 29.53 1465.15 13.8 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 10/22/14 29.72 1464.96 16.8 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 4/21/15 31.72 1462.96 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 10/8/15 27.87 1466.81 23.8 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 4/12/16 30.72 1463.96 22 UPGRADIENTMW-9 1494.68 -96.88274996 38.08995162 10/18/16 19.96 1474.72 23.3 UPGRADIENTMW-10 1500.9 -96.88537831 38.08919309 12/18/12 39.21 1461.69 16 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 4/4/13 39.19 1461.71 16.4 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 10/15/13 33.21 1467.69 22.7 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 4/8/14 36.94 1463.96 17.8 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 10/22/14 37.04 1463.86 15.5 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 4/21/15 39.26 1461.64 17.3 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 10/8/15 35.01 1465.89 17.2 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 4/12/16 38.2 1462.7 14.6 X-GRADIENTMW-10 1500.9 -96.88537831 38.08919309 10/18/16 27.6 1473.3 12.2 X-GRADIENTMW-11 1496.62 -96.88558259 38.09026968 12/18/12 35.6 1461.02 9.75 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 4/4/13 35.37 1461.25 21.4 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 10/15/13 29.31 1467.31 10.2 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 4/8/14 32.95 1463.67 7.9 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 10/22/14 33.13 1463.49 5.4 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 4/21/15 35.38 1461.24 12.8 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 10/8/15 31.02 1465.6 4.7 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 4/12/16 34.25 1462.37 7.2 DOWNGRADIENTMW-11 1496.62 -96.88558259 38.09026968 10/18/16 23.84 1472.78 0.28 DOWNGRADIENT

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TABLE1Mid-KansasCooperative-BurnsFacility

HistoricalGroundwaterElevationandNitrateConcentrationData

ppBEnviroSolutionsLLCAugust2017Page4of4

MonitoringWellID

TOCElevation

Longitude Latitude SampleDate DepthtoWater(ftBelowTOC)

GroundwaterElevation(ftAMSL)

NitrateConcentration(mg/L)

Classification

MW-12 1494.75 -96.88522145 38.09082476 12/18/12 33.38 1461.37 23.4 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 4/4/13 33.3 1461.45 26 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 10/15/13 27.42 1467.33 21.8 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 4/8/14 31.28 1463.47 22.5 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 10/22/14 31.27 1463.48 21.6 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 4/21/15 33.3 1461.45 26.4 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 10/8/15 29.2 1465.55 22.9 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 4/12/16 32.61 1462.14 26.9 DOWNGRADIENTMW-12 1494.75 -96.88522145 38.09082476 10/18/16 21.88 1472.87 11.6 DOWNGRADIENT

AllconcentrationsreportedinmilligramsperliterGroundwaterandTOCelevationsreportedinfeetAMSL

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FIGURES

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0 300 600150

Feet

Monitoring WellMKC Facility Boundary

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

RW Site LocationCCRWRW Mid-Kansas Cooperative

Burns Facility

Background EvaluationReportFigure 1

July 2017

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Copyright:© 2013 National Geographic Society, i-cubed

0 0.25 0.50.125

MilesDESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

RW Regional TopographyCCRWRW Mid-Kansas Cooperative

Burns Facility

Background Evaluation ReportFigure 2

August 2017

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0 50 10025

FeetSoil BoringMonitoring Well

Soil concentrations reported in milligrams per kilogram (mg/Kg)ND - Not DetectedNA - Not Analyzed

SAMPLE IDDepth - NO3/NH3

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

RW Soil Data (1997-2009)CCRWRW Mid-Kansas Cooperative

Burns Facility

Background Evaluation ReportFigure 3

July 2017

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0 100 20050

FeetMonitoring Well

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

RW Groundwater Elevation TrendsCCRWRW Mid-Kansas Cooperative

Burns Facility

Background EvaluationReportFigure 4

14601462146414661468147014721474

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-1

146014621464146614681470147214741476

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-2

146214641466146814701472147414761478

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-5

146214631464146514661467146814691470

10/18/

2012

1/26/2

013

5/6/20

13

8/14/2

013

11/22/

2013

3/2/20

14

6/10/2

014

9/18/2

014

12/27/

2014

4/6/20

15

7/15/2

015

MW-4

146014621464146614681470147214741476

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-7

146014621464146614681470147214741476

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-6

14601462146414661468147014721474

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-10

146214641466146814701472147414761478

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-8

14601462146414661468147014721474

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-11

14601462146414661468147014721474

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-12

14621464146614681470147214741476

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-9

146014621464146614681470147214741476

4/1/20

12

10/18/

2012

5/6/20

13

11/22/

2013

6/10/2

014

12/27/

2014

7/15/2

015

1/31/2

016

8/18/2

016

3/6/20

17

MW-3 Nitrate Trends

July 2017

Groundwater elevations reported in feet above mean sea level

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Sources: Terracon, dates as shown, edited by ppB EnviroSolutions

RWCC

RWRW

Mid-Kansas Cooperative

Background Evaluation Report

Figure 5

July 2017

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

Burns Facility

Variations in Groundwater FlowOver Time

APRIL 2014 APRIL 2015 APRIL 2016

OCTOBER 2013 OCTOBER 2015 OCTOBER 2016

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0 100 20050

FeetDowngradient WellOnsite WellUpgradient WellCross-gradient WellMKC Facility Boundary

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

RW Well Classification for Statistical AnalysesCCRWRW Mid-Kansas Cooperative

Burns Facility

Background EvaluationReportFigure 6

July 2017

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0 100 20050

Feet

Monitoring Well

DESIGNED BY:

DRAWN BY:

CHECKED BY:

APPROVED BY:

DATE:

RW Nitrate Concentrations in GroundwaterOctober 2016CC

RWRW Mid-Kansas Cooperative

Burns Facility

Background EvaluationReportFigure 7

July 2017

Nitrate concentration reported in milligrams per literNS - Not Sampled

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APPENDICES

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AppendixA

WindshieldSurveyPhotoLog

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AppendixA-PhotographicDocumentationMid-KansasCooperative–BurnsFacility

Photo1:LookingnorthtowardsMain&Winfield;primarilyresidential.

Photo 2: Ag fieldssoutheast of MKCfacility lookingsoutheast.

(potentialnon-pointcontribution)

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AppendixA-PhotographicDocumentationMid-KansasCooperative–BurnsFacility

Photo3:AgfieldssouthofMKCfacility,lookingsouth.

(potentialnon-pointcontribution)

Photo4:AgfieldsSEofMKCfacility.

(potentialnon-pointcontribution)

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AppendixA-PhotographicDocumentationMid-KansasCooperative–BurnsFacility

Photo5:FeedlotwithwellMW-8inforeground,lookingeast.

(potentialpointsourcecontribution)

Photo6:EastsideofMKCfacilitylookingsouthatfeedlottotheeast/upgradient

(potentialpointsourcecontribution)

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AppendixA-PhotographicDocumentationMid-KansasCooperative–BurnsFacility

Photo7:AgfieldeastofBurnsandMKCfacility

(potentialnon-pointcontribution)

Photo8:Glen's Feed StorefacilitywestofMKCfacility,lookingnortheast.

(potentialpointsourcecontribution)

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AppendixB

StatisticalAnalyses

B.1 GeneralStatisticsB.2 OutlierAnalysesB.3 GoodnessofFitAnalysesB.4 TrendAnalysesB.5 BackgroundThresholdValueAnalysesB.6 InterwellAnalyses

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AppendixB.1

GeneralStatistics

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32.92 33.46

Nitrate Concentration (mw-9) 6 3 15.3 16.8 18.1 22.65 23.68 23.8 26.15 27.33 28.27

17.7 18.2 30.4 31 32.24Nitrate Concentration (mw-8) 9 0 17.12 17.58

32.78 33.04

Nitrate Concentration (mw-7) 9 0 16.66 20.58 20.9 22.3 23.8 24.08 24.68 25.04 25.33

26.7 29.2 32.2 32.24 32.46Nitrate Concentration (mw-6) 9 0 26.06 26.66

60.93 63.23

Nitrate Concentration (mw-5) 9 0 10.14 10.68 11 12.5 12.8 13.2 16.18 20.94 24.75

44.2 47.45 51.75 52.3 58.05Nitrate Concentration (mw-4) 6 3 43.6 44

42.36 43.67

Nitrate Concentration (mw-3) 9 0 33.34 33.84 34 34.3 36.5 36.94 38 38.8 39.44

18.4 24.6 26.6 31.92 40.72Nitrate Concentration (mw-2) 9 0 15.44 17.4

17.96 20.71

Nitrate Concentration (mw-12) 9 0 19.6 21.72 21.8 22.9 26 26.16 26.5 26.7 26.86

5.4 7.9 10.2 11.24 14.52Nitrate Concentration (mw-11) 9 0 3.816 5.12

4.8 4.96

Nitrate Concentration (mw-10) 9 0 14.12 15.14 15.5 16.4 17.3 17.5 18.78 20.74 22.31

3.3 3.6 4.16 4.296 4.6Nitrate Concentration (mw-1) 9 0 3.04 3.26

Percentiles for Uncensored Data Sets

Variable NumObs # Missing 10%ile 20%ile 25%ile(Q1)50%ile(Q2)75%ile(Q3) 80%ile 90%ile 95%ile 99%ile

0.689 0.309

Nitrate Concentration (mw-9) 6 3 13.8 28.5 21.37 20.78 5.274 2.153 5.189 -0.294 0.247

22.91 22.01 7.078 2.359 3.262Nitrate Concentration (mw-8) 9 0 16 33.6

-0.144 0.108

Nitrate Concentration (mw-7) 9 0 2.9 25.4 20.46 17.98 6.799 2.266 2.224 -2.643 0.332

29.01 28.86 3.124 1.041 3.855Nitrate Concentration (mw-6) 9 0 23.9 33.1

1.416 0.157

Nitrate Concentration (mw-5) 9 0 9.9 25.7 13.43 12.89 4.776 1.592 1.927 2.582 0.356

49.7 49.23 7.804 3.186 5.708Nitrate Concentration (mw-4) 6 3 43.2 63.8

0.888 0.405

Nitrate Concentration (mw-3) 9 0 32.3 39.6 35.31 35.25 2.269 0.756 2.076 0.766 0.0642

25.56 23.84 10.36 3.453 9.192Nitrate Concentration (mw-2) 9 0 13.6 44

0.996 0.671

Nitrate Concentration (mw-12) 9 0 11.6 26.9 22.57 22.02 4.581 1.527 1.927 -1.909 0.203

8.848 6.059 5.936 1.979 3.706Nitrate Concentration (mw-11) 9 0 0.28 21.4

0.00538 0.205

Nitrate Concentration (mw-10) 9 0 12.2 22.7 16.63 16.43 2.839 0.946 1.334 0.9 0.171

3.729 3.656 0.764 0.255 0.593Nitrate Concentration (mw-1) 9 0 2.4 5

From File: Burns MW Data for ProUCL.xls

General Statistics for Uncensored Data Sets

Variable NumObs # Missing Minimum Maximum Mean Geo-Mean SD SEM MAD/0.675 Skewness CV

From File Burns MW Data for ProUCL.xls

Full Precision OFF

General Statistics on Uncensored Full Data

Date/Time of Computation ProUCL 5.18/2/2017 10:26:14 AM

User Selected Options

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AppendixB.2

OutlierAnalyses

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Outlier Tests for Selected Uncensored Variables

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 9:58:26 AM

Dixon's Outlier Test for Nitrate Concentration (mw-1)

Number of Observations = 9

10% critical value: 0.441

From File Burns MW Data for ProUCL.xls

Full Precision OFF

Test Statistic: 0.278

For 10% significance level, 5 is not an outlier.

For 5% significance level, 5 is not an outlier.

For 1% significance level, 5 is not an outlier.

5% critical value: 0.512

1% critical value: 0.635

1. Observation Value 5 is a Potential Outlier (Upper Tail)?

For 10% significance level, 2.4 is not an outlier.

For 5% significance level, 2.4 is not an outlier.

For 1% significance level, 2.4 is not an outlier.

2. Observation Value 2.4 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.381

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1% critical value: 0.635

1. Observation Value 22.7 is a Potential Outlier (Upper Tail)?

Test Statistic: 0.605

Dixon's Outlier Test for Nitrate Concentration (mw-10)

Number of Observations = 9

10% critical value: 0.441

5% critical value: 0.512

2. Observation Value 12.2 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.429

For 10% significance level, 12.2 is not an outlier.

For 10% significance level, 22.7 is an outlier.

For 5% significance level, 22.7 is an outlier.

For 1% significance level, 22.7 is not an outlier.

Number of Observations = 9

10% critical value: 0.441

5% critical value: 0.512

1% critical value: 0.635

For 5% significance level, 12.2 is not an outlier.

For 1% significance level, 12.2 is not an outlier.

Dixon's Outlier Test for Nitrate Concentration (mw-11)

For 10% significance level, 21.4 is an outlier.

For 5% significance level, 21.4 is an outlier.

For 1% significance level, 21.4 is not an outlier.

2. Observation Value 0.28 is a Potential Outlier (Lower Tail)?

1. Observation Value 21.4 is a Potential Outlier (Upper Tail)?

Test Statistic: 0.515

For 1% significance level, 0.28 is not an outlier.

Test Statistic: 0.353

For 10% significance level, 0.28 is not an outlier.

For 5% significance level, 0.28 is not an outlier.

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Dixon's Outlier Test for Nitrate Concentration (mw-12)

1. Observation Value 26.9 is a Potential Outlier (Upper Tail)?

Test Statistic: 0.094

For 10% significance level, 26.9 is not an outlier.

Number of Observations = 9

10% critical value: 0.441

5% critical value: 0.512

1% critical value: 0.635

Test Statistic: 0.676

For 10% significance level, 11.6 is an outlier.

For 5% significance level, 11.6 is an outlier.

For 1% significance level, 11.6 is an outlier.

For 5% significance level, 26.9 is not an outlier.

For 1% significance level, 26.9 is not an outlier.

2. Observation Value 11.6 is a Potential Outlier (Lower Tail)?

10% critical value: 0.441

5% critical value: 0.512

1% critical value: 0.635

1. Observation Value 44 is a Potential Outlier (Upper Tail)?

Dixon's Outlier Test for Nitrate Concentration (mw-2)

Number of Observations = 9

For 1% significance level, 44 is not an outlier.

2. Observation Value 13.6 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.087

Test Statistic: 0.146

For 10% significance level, 44 is not an outlier.

For 5% significance level, 44 is not an outlier.

For 10% significance level, 13.6 is not an outlier.

For 5% significance level, 13.6 is not an outlier.

For 1% significance level, 13.6 is not an outlier.

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Dixon's Outlier Test for Nitrate Concentration (mw-3)

Number of Observations = 9

10% critical value: 0.441

Test Statistic: 0.333

For 10% significance level, 39.6 is not an outlier.

For 5% significance level, 39.6 is not an outlier.

For 1% significance level, 39.6 is not an outlier.

5% critical value: 0.512

1% critical value: 0.635

1. Observation Value 39.6 is a Potential Outlier (Upper Tail)?

For 10% significance level, 32.3 is not an outlier.

For 5% significance level, 32.3 is not an outlier.

For 1% significance level, 32.3 is not an outlier.

2. Observation Value 32.3 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.245

1% critical value: 0.698

1. Observation Value 63.8 is a Potential Outlier (Upper Tail)?

Test Statistic: 0.558

Dixon's Outlier Test for Nitrate Concentration (mw-4)

Number of Observations = 6

10% critical value: 0.482

5% critical value: 0.56

2. Observation Value 43.2 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.039

For 10% significance level, 43.2 is not an outlier.

For 10% significance level, 63.8 is an outlier.

For 5% significance level, 63.8 is not an outlier.

For 1% significance level, 63.8 is not an outlier.

For 5% significance level, 43.2 is not an outlier.

For 1% significance level, 43.2 is not an outlier.

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Number of Observations = 9

10% critical value: 0.441

5% critical value: 0.512

1% critical value: 0.635

Dixon's Outlier Test for Nitrate Concentration (mw-5)

For 10% significance level, 25.7 is an outlier.

For 5% significance level, 25.7 is an outlier.

For 1% significance level, 25.7 is an outlier.

2. Observation Value 9.9 is a Potential Outlier (Lower Tail)?

1. Observation Value 25.7 is a Potential Outlier (Upper Tail)?

Test Statistic: 0.768

For 1% significance level, 9.9 is not an outlier.

Dixon's Outlier Test for Nitrate Concentration (mw-6)

Test Statistic: 0.077

For 10% significance level, 9.9 is not an outlier.

For 5% significance level, 9.9 is not an outlier.

1. Observation Value 33.1 is a Potential Outlier (Upper Tail)?

Test Statistic: 0.123

For 10% significance level, 33.1 is not an outlier.

Number of Observations = 9

10% critical value: 0.441

5% critical value: 0.512

1% critical value: 0.635

Test Statistic: 0.321

For 10% significance level, 23.9 is not an outlier.

For 5% significance level, 23.9 is not an outlier.

For 1% significance level, 23.9 is not an outlier.

For 5% significance level, 33.1 is not an outlier.

For 1% significance level, 33.1 is not an outlier.

2. Observation Value 23.9 is a Potential Outlier (Lower Tail)?

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10% critical value: 0.441

5% critical value: 0.512

1% critical value: 0.635

1. Observation Value 25.4 is a Potential Outlier (Upper Tail)?

Dixon's Outlier Test for Nitrate Concentration (mw-7)

Number of Observations = 9

For 1% significance level, 25.4 is not an outlier.

2. Observation Value 2.9 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.796

Test Statistic: 0.170

For 10% significance level, 25.4 is not an outlier.

For 5% significance level, 25.4 is not an outlier.

Dixon's Outlier Test for Nitrate Concentration (mw-8)

Number of Observations = 9

10% critical value: 0.441

For 10% significance level, 2.9 is an outlier.

For 5% significance level, 2.9 is an outlier.

For 1% significance level, 2.9 is an outlier.

Test Statistic: 0.105

For 10% significance level, 33.6 is not an outlier.

For 5% significance level, 33.6 is not an outlier.

For 1% significance level, 33.6 is not an outlier.

5% critical value: 0.512

1% critical value: 0.635

1. Observation Value 33.6 is a Potential Outlier (Upper Tail)?

For 10% significance level, 16 is not an outlier.

For 5% significance level, 16 is not an outlier.

For 1% significance level, 16 is not an outlier.

2. Observation Value 16 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.088

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1% critical value: 0.698

1. Observation Value 28.5 is a Potential Outlier (Upper Tail)?

Test Statistic: 0.320

Dixon's Outlier Test for Nitrate Concentration (mw-9)

Number of Observations = 6

10% critical value: 0.482

5% critical value: 0.56

For 5% significance level, 13.8 is not an outlier.

For 1% significance level, 13.8 is not an outlier.

2. Observation Value 13.8 is a Potential Outlier (Lower Tail)?

Test Statistic: 0.204

For 10% significance level, 13.8 is not an outlier.

For 10% significance level, 28.5 is not an outlier.

For 5% significance level, 28.5 is not an outlier.

For 1% significance level, 28.5 is not an outlier.

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AppendixB.3

GoodnessofFitAnalyses

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Data not Lognormal at (0.0500000) Significance Level

Approximate Shapiro Wilk P Value 3.750E-13

Lilliefors Test Statistic 0.1482024

Lilliefors Critical (0.0500000) Value 0.0879893

Correlation Coefficient R 0.9216838

Approximate Shapiro Wilk Test Statistic 0.8674325

K-S Critical(0.0500000) Value 0.0899416

Data not Gamma Distributed at (0.0500000) Significance Level

Lognormal GOF Test Results

A-D Test Statistic 1.5841887

A-D Critical (0.0500000) Value 0.7630585

K-S Test Statistic 0.1120200

Gamma GOF Test Results

Correlation Coefficient R 0.9852555

Lilliefors Test Statistic 0.0706178

Lilliefors Critical (0.0500000) Value 0.0879893

Data appear Approximate Normal at (0.0500000) Significance Level

Correlation Coefficient R 0.9849631

Approximate Shapiro Wilk Test Statistic 0.9639992

Approximate Shapiro Wilk P Value 0.0456610

Standard Deviation of Log Transformed Data 0.8231069

Normal GOF Test Results

Kstar 2.2475555

Theta star 9.6509646

Mean of Log Transformed Data 2.8449900

Standard Deviation of Raw Data 12.248800

Khat 2.3089292

Theta hat 9.3944320

Minimum 0.2800000

Maximum 63.800000

Mean of Raw Data 21.691078

Number of Valid Observations 102.00000

Number of Missing Observations 6.0000000

Number of Distinct Observations 90.000000

Nitrate Concentration

Raw Statistics

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 0.95

Goodness-of-Fit Test Statistics for Uncensored Full Data Sets without Non-Detects

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 11:01:30 AM

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Lilliefors Critical (0.0500000) Value 0.2018000

Data not Lognormal at (0.0500000) Significance Level

Shapiro Wilk Critical (0.0500000) Value 0.8970000

Approximate Shapiro Wilk P Value 4.3820E-5

Lilliefors Test Statistic 0.2195064

Correlation Coefficient R 0.8333578

Shapiro Wilk Test Statistic 0.7131784

K-S Critical(0.0500000) Value 0.2067295

Data not Gamma Distributed at (0.0500000) Significance Level

Lognormal GOF Test Results

A-D Test Statistic 0.9862845

A-D Critical (0.0500000) Value 0.7542589

K-S Test Statistic 0.2519639

Gamma GOF Test Results

Correlation Coefficient R 0.8710000

Lilliefors Test Statistic 0.2427397

Lilliefors Critical (0.0500000) Value 0.2018000

Data appear Approximate Normal at (0.0500000) Significance Level

Shapiro Wilk Test Statistic 0.8978962

Shapiro Wilk Critical (0.0500000) Value 0.8970000

Approximate Shapiro Wilk P Value 0.0651186

Normal GOF Test Results

Correlation Coefficient R 0.9565390

Theta star 10.359532

Mean of Log Transformed Data 2.4467230

Standard Deviation of Log Transformed Data 1.0924482

Khat 1.7750072

Theta hat 8.8491035

Kstar 1.5162097

Maximum 26.900000

Mean of Raw Data 15.707222

Standard Deviation of Raw Data 8.7337343

Number of Valid Observations 18.000000

Number of Distinct Observations 18.000000

Minimum 0.2800000

Nitrate Concentration (downgradient)

Raw Statistics

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 0.95

Goodness-of-Fit Test Statistics for Uncensored Full Data Sets without Non-Detects

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 11:03:37 AM

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Data not Lognormal at (0.0500000) Significance Level

Approximate Shapiro Wilk P Value 3.0990E-9

Lilliefors Test Statistic 0.2547667

Lilliefors Critical (0.0500000) Value 0.1234883

Correlation Coefficient R 0.8970250

Approximate Shapiro Wilk Test Statistic 0.7917338

K-S Critical(0.0500000) Value 0.1258785

Data not Gamma Distributed at (0.0500000) Significance Level

Lognormal GOF Test Results

A-D Test Statistic 2.9449027

A-D Critical (0.0500000) Value 0.7633812

K-S Test Statistic 0.2062705

Data appear Approximate Normal at (0.0500000) Significance Level

Gamma GOF Test Results

Correlation Coefficient R 0.9426047

Approximate Shapiro Wilk P Value 0.0430980

Lilliefors Test Statistic 0.1209340

Lilliefors Critical (0.0500000) Value 0.1234883

Normal GOF Test Results

Correlation Coefficient R 0.9791582

Approximate Shapiro Wilk Test Statistic 0.9477827

Mean of Log Transformed Data 2.9787871

Standard Deviation of Log Transformed Data 0.9048828

Theta hat 13.346159

Kstar 1.8448877

Theta star 14.079820

Mean of Raw Data 25.975686

Standard Deviation of Raw Data 14.581519

Khat 1.9463042

Number of Distinct Observations 47.000000

Minimum 2.4000000

Maximum 63.800000

Raw Statistics

Number of Valid Observations 51.000000

Number of Missing Observations 3.0000000

Nitrate Concentration (onsite)

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Lilliefors Critical (0.0500000) Value 0.2196000

Data appear Lognormal at (0.0500000) Significance Level

Shapiro Wilk Critical (0.0500000) Value 0.8810000

Approximate Shapiro Wilk P Value 0.4840161

Lilliefors Test Statistic 0.1951072

Correlation Coefficient R 0.9773862

Shapiro Wilk Test Statistic 0.9424677

K-S Critical(0.0500000) Value 0.2213765

Data appear Gamma Distributed at (0.0500000) Significance Level

Lognormal GOF Test Results

A-D Test Statistic 0.4625609

A-D Critical (0.0500000) Value 0.7362507

K-S Test Statistic 0.2083863

Data appear Normal at (0.0500000) Significance Level

Gamma GOF Test Results

Correlation Coefficient R 0.9745509

Approximate Shapiro Wilk P Value 0.2012965

Lilliefors Test Statistic 0.2101046

Lilliefors Critical (0.0500000) Value 0.2196000

Correlation Coefficient R 0.9635048

Shapiro Wilk Test Statistic 0.9152152

Shapiro Wilk Critical (0.0500000) Value 0.8810000

Standard Deviation of Log Transformed Data 0.2749107

Normal GOF Test Results

Kstar 11.383151

Theta star 1.9584501

Mean of Log Transformed Data 3.0685957

Standard Deviation of Raw Data 6.2591038

Khat 14.173383

Theta hat 1.5729013

Minimum 13.800000

Maximum 33.600000

Mean of Raw Data 22.293333

Number of Valid Observations 15.000000

Number of Missing Observations 3.0000000

Number of Distinct Observations 14.000000

Nitrate Concentration (upgradient)

Raw Statistics

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Lilliefors Critical (0.0500000) Value 0.2018000

Data appear Lognormal at (0.0500000) Significance Level

Shapiro Wilk Critical (0.0500000) Value 0.8970000

Approximate Shapiro Wilk P Value 0.5421721

Lilliefors Test Statistic 0.1359916

Correlation Coefficient R 0.9791490

Shapiro Wilk Test Statistic 0.9564327

K-S Critical(0.0500000) Value 0.2033440

Data appear Gamma Distributed at (0.0500000) Significance Level

Lognormal GOF Test Results

A-D Test Statistic 0.3837907

A-D Critical (0.0500000) Value 0.7393485

K-S Test Statistic 0.1472514

Data appear Normal at (0.0500000) Significance Level

Gamma GOF Test Results

Correlation Coefficient R 0.9714398

Approximate Shapiro Wilk P Value 0.0503335

Lilliefors Test Statistic 0.1491270

Lilliefors Critical (0.0500000) Value 0.2018000

Correlation Coefficient R 0.9457004

Shapiro Wilk Test Statistic 0.8973551

Shapiro Wilk Critical (0.0500000) Value 0.8970000

Standard Deviation of Log Transformed Data 0.2566408

Normal GOF Test Results

Kstar 13.017570

Theta star 1.1548495

Mean of Log Transformed Data 2.6778273

Standard Deviation of Raw Data 4.1518245

Khat 15.576639

Theta hat 0.9651205

Minimum 9.9000000

Maximum 25.700000

Mean of Raw Data 15.033333

Raw Statistics

Number of Valid Observations 18.000000

Number of Distinct Observations 18.000000

Nitrate Concentration (x-gradient)

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AppendixB.4

TrendAnalyses

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Insufficient evidence to identify a significant

trend at the specified level of significance.

Standard Deviation of S 9.5393920

Standardized Value of S -1.467599

Approximate p-value 0.0711066

Mann-Kendall Test

M-K Test Value (S) -15.00000

Tabulated p-value 0.0900000

Standard Deviation 0.7635516

Coefficient of Variation 0.2047665

Mean 3.7288889

Geometric Mean 3.6564527

Median 3.6000000

Number Values Reported (n) 9

Minimum 2.4000000

Maximum 5.0000000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Level of Significance 0.0500000

Nitrate Concentration-mw-1

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 0.9500000

Mann-Kendall Trend Test Analysis

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 11:26:55 AM

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Statistically significant evidence of a decreasing

trend at the specified level of significance.

Standard Deviation of S 9.5916630

Standardized Value of S -1.980887

Approximate p-value 0.0238020

Mann-Kendall Test

M-K Test Value (S) -20.00000

Tabulated p-value 0.0220000

Standard Deviation 5.9364589

Coefficient of Variation 0.6709548

Mean 8.8477778

Geometric Mean 6.0593553

Median 7.9000000

Number Values Reported (n) 9

Minimum 0.2800000

Maximum 21.400000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Insufficient evidence to identify a significant

trend at the specified level of significance.

Nitrate Concentration-mw-11

Standard Deviation of S 9.5916630

Standardized Value of S -1.355344

Approximate p-value 0.0876540

Mann-Kendall Test

M-K Test Value (S) -14.00000

Tabulated p-value 0.0900000

Standard Deviation 2.8385736

Coefficient of Variation 0.1706557

Mean 16.633333

Geometric Mean 16.427018

Median 16.400000

Number Values Reported (n) 9

Minimum 12.200000

Maximum 22.700000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Nitrate Concentration-mw-10

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Insufficient evidence to identify a significant

trend at the specified level of significance.

Standard Deviation of S 9.5916630

Standardized Value of S -0.521286

Approximate p-value 0.3010838

Mann-Kendall Test

M-K Test Value (S) -6.000000

Tabulated p-value 0.3060000

Standard Deviation 10.358343

Coefficient of Variation 0.4053265

Mean 25.555556

Geometric Mean 23.843688

Median 24.600000

Number Values Reported (n) 9

Minimum 13.600000

Maximum 44.000000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Insufficient evidence to identify a significant

trend at the specified level of significance.

Nitrate Concentration-mw-2

Standard Deviation of S 9.5916630

Standardized Value of S -0.104257

Approximate p-value 0.4584826

Mann-Kendall Test

M-K Test Value (S) -2.000000

Tabulated p-value 0.4600000

Standard Deviation 4.5806659

Coefficient of Variation 0.2029837

Mean 22.566667

Geometric Mean 22.017610

Median 22.900000

Number Values Reported (n) 9

Minimum 11.600000

Maximum 26.900000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Nitrate Concentration-mw-12

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Approximate p-value 0.2261852

Insufficient evidence to identify a significant

trend at the specified level of significance.

Tabulated p-value 0.2350000

Standard Deviation of S 5.3229065

Standardized Value of S 0.7514691

Coefficient of Variation 0.1570139

Mann-Kendall Test

M-K Test Value (S) 5.0000000

Geometric Mean 49.229915

Median 47.450000

Standard Deviation 7.8035889

Minimum 43.200000

Maximum 63.800000

Mean 49.700000

Number Values Reported (n) 9

Number Values Missing 3

Number Values Used 6

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 6

Insufficient evidence to identify a significant

trend at the specified level of significance.

Nitrate Concentration-mw-4

Standard Deviation of S 9.5916630

Standardized Value of S -1.563858

Approximate p-value 0.0589254

Mann-Kendall Test

M-K Test Value (S) -16.00000

Tabulated p-value 0.0600000

Standard Deviation 2.2685042

Coefficient of Variation 0.0642434

Mean 35.311111

Geometric Mean 35.247772

Median 34.300000

Number Values Reported (n) 9

Minimum 32.300000

Maximum 39.600000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Nitrate Concentration-mw-3

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Insufficient evidence to identify a significant

trend at the specified level of significance.

Standard Deviation of S 9.5916630

Standardized Value of S -0.729800

Approximate p-value 0.2327561

Mann-Kendall Test

M-K Test Value (S) -8.000000

Tabulated p-value 0.2380000

Standard Deviation 3.1242777

Coefficient of Variation 0.1076925

Mean 29.011111

Geometric Mean 28.859262

Median 29.200000

Number Values Reported (n) 9

Minimum 23.900000

Maximum 33.100000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Insufficient evidence to identify a significant

trend at the specified level of significance.

Nitrate Concentration-mw-6

Standard Deviation of S 9.5916630

Standardized Value of S -0.729800

Approximate p-value 0.2327561

Mann-Kendall Test

M-K Test Value (S) -8.000000

Tabulated p-value 0.2380000

Median 12.500000

Standard Deviation 4.7762433

Coefficient of Variation 0.3555516

Maximum 25.700000

Mean 13.433333

Geometric Mean 12.893550

Number of Generated Events 9

Number Values Reported (n) 9

Minimum 9.9000000

Nitrate Concentration-mw-5

General Statistics

Number or Reported Events Not Used 0

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Insufficient evidence to identify a significant

trend at the specified level of significance.

Standard Deviation of S 9.5393920

Standardized Value of S 1.2579418

Approximate p-value 0.1042064

Mann-Kendall Test

M-K Test Value (S) 13.000000

Tabulated p-value 0.1300000

Standard Deviation 7.0783904

Coefficient of Variation 0.3089501

Mean 22.911111

Geometric Mean 22.010807

Median 18.200000

Number Values Reported (n) 9

Minimum 16.000000

Maximum 33.600000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Insufficient evidence to identify a significant

trend at the specified level of significance.

Nitrate Concentration-mw-8

Standard Deviation of S 9.5916630

Standardized Value of S -1.563858

Approximate p-value 0.0589254

Mann-Kendall Test

M-K Test Value (S) -16.00000

Tabulated p-value 0.0600000

Standard Deviation 6.7991012

Coefficient of Variation 0.3323841

Mean 20.455556

Geometric Mean 17.980354

Median 22.300000

Number Values Reported (n) 9

Minimum 2.9000000

Maximum 25.400000

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 9

Nitrate Concentration-mw-7

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Approximate p-value 0.5000000

Insufficient evidence to identify a significant

trend at the specified level of significance.

Tabulated p-value 0.5000000

Standard Deviation of S 5.3229065

Standardized Value of S 0

Coefficient of Variation 0.2468135

Mann-Kendall Test

M-K Test Value (S) 1.0000000

Geometric Mean 20.784112

Median 22.650000

Standard Deviation 5.2735820

Minimum 13.800000

Maximum 28.500000

Mean 21.366667

Number Values Reported (n) 9

Number Values Missing 3

Number Values Used 6

General Statistics

Number or Reported Events Not Used 0

Number of Generated Events 6

Nitrate Concentration-mw-9

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AppendixB.5

BackgroundThresholdValueAnalyses

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From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 95%

Normal Background Statistics for Uncensored Full Data Sets

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 11:14:42 AM

Coverage 95%

New or Future K Observations 1

Total Number of Observations 15.000000 Number of Distinct Observations 14.000000

Number of Missing Observations 3.0000000

Nitrate Concentration (upgradient)

General Statistics

Maximum 33.600000 Third Quartile 26.150000

Mean 22.293333 SD 6.2591038

Minimum 13.800000 First Quartile 17.550000

Second Largest 31.900000 Median 22.000000

Critical Values for Background Threshold Values (BTVs)

Tolerance Factor K (For UTL) 2.5660000 d2max (for USL) 2.4090384

Coefficient of Variation 0.2807612 Skewness 0.5812949

Mean of logged Data 3.0685957 SD of logged Data 0.2749107

5% Shapiro Wilk Critical Value 0.8810000 Data appear Normal at 5% Significance Level

Lilliefors Test Statistic 0.2101046 Lilliefors GOF Test

Normal GOF Test

Shapiro Wilk Test Statistic 0.9152152 Shapiro Wilk GOF Test

Background Statistics Assuming Normal Distribution

95% UTL with 95% Coverage 38.354194 90% Percentile (z) 30.314698

5% Lilliefors Critical Value 0.2196000 Data appear Normal at 5% Significance Level

Data appear Normal at 5% Significance Level

Note: The use of USL tends to yield a conservative estimate of BTV, especially when the sample size starts exceeding 20.

Therefore, one may use USL to estimate a BTV only when the data set represents a background data set free of outliers

and consists of observations collected from clean unimpacted locations.

The use of USL tends to provide a balance between false positives and false negatives provided the data

95% UPL (t) 33.679102 95% Percentile (z) 32.588643

95% USL 37.371755 99% Percentile (z) 36.854186

represents a background data set and when many onsite observations need to be compared with the BTV.

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AppendixB.6

InterwellAnalyses

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Conclusion with Alpha = 0.05

Two variances appear to be equal

Numerator DF Denominator DF F-Test Value P-Value

17 14 1.947 0.214

Variance of Sample 2 76.278115

Test of Equality of Variances

Variance of Sample 1 39.176381

Pooled SD 7.715

Conclusion with Alpha = 0.050

Student t (Pooled) Test: Reject H0, Conclude Sample 1 > Sample 2

Welch-Satterthwaite Test: Reject H0, Conclude Sample 1 > Sample 2

Welch-Satterthwaite (Unequal Variance)30.4 2.517 1.697 0.009

Pooled (Equal Variance) 31 2.442 1.696 0.010

Method DF Value t (0.05) P-Value

Sample 1 vs Sample 2 Two-Sample t-Test

H0: Mean of Sample 1 - Mean of Sample 2 <= 0

t-Test Critical

SE of Mean 1.6160937 2.0585609

Median 22.000000 17.100000

SD 6.2591038 8.7337343

Maximum 33.600000 26.900000

Mean 22.293333 15.707222

Number of Distinct Observations 14.000000 18.000000

Minimum 13.800000 0.2800000

Number of Valid Observations 15.000000 18.000000

Number of Missing Observations 3.0000000 0

Raw Statistics

Sample 1 Sample 2

Sample 1 Data: Nitrate Concentration(upgradient)

Sample 2 Data: Nitrate Concentration(downgradient)

Substantial Difference (S) 0.000

Selected Null Hypothesis Sample 1 Mean <= Sample 2 Mean (Form 1)

Alternative Hypothesis Sample 1 Mean > the Sample 2 Mean

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 95%

t-Test Sample 1 vs Sample 2 Comparison for Uncensored Full Data Sets without NDs

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 4:43:48 PM

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Conclusion with Alpha = 0.05

Two variances are not equal

Numerator DF Denominator DF F-Test Value P-Value

50 14 5.427 0.001

Variance of Sample 2 212.62071

Test of Equality of Variances

Variance of Sample 1 39.176381

Pooled SD 13.217

Conclusion with Alpha = 0.050

Student t (Pooled) Test: Do Not Reject H0, Conclude Sample 1 <= Sample 2

Welch-Satterthwaite Test: Do Not Reject H0, Conclude Sample 1 <= Sample 2

Welch-Satterthwaite (Unequal Variance)55.1 -1.414 1.673 0.919

Pooled (Equal Variance) 64 -0.949 1.669 0.827

Method DF Value t (0.05) P-Value

Sample 1 vs Sample 2 Two-Sample t-Test

H0: Mean of Sample 1 - Mean of Sample 2 <= 0

t-Test Critical

SE of Mean 1.6160937 2.0418211

Median 22.000000 26.600000

SD 6.2591038 14.581519

Maximum 33.600000 63.800000

Mean 22.293333 25.975686

Number of Distinct Observations 14.000000 47.000000

Minimum 13.800000 2.4000000

Number of Valid Observations 15.000000 51.000000

Number of Missing Observations 3.0000000 3.0000000

Raw Statistics

Sample 1 Sample 2

Sample 1 Data: Nitrate Concentration(upgradient)

Sample 2 Data: Nitrate Concentration(onsite)

Substantial Difference (S) 0.000

Selected Null Hypothesis Sample 1 Mean <= Sample 2 Mean (Form 1)

Alternative Hypothesis Sample 1 Mean > the Sample 2 Mean

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 95%

t-Test Sample 1 vs Sample 2 Comparison for Uncensored Full Data Sets without NDs

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 5:05:27 PM

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Conclusion with Alpha = 0.05

Two variances appear to be equal

Numerator DF Denominator DF F-Test Value P-Value

14 17 2.273 0.110

Variance of Sample 2 17.237647

Test of Equality of Variances

Variance of Sample 1 39.176381

Pooled SD 5.210

Conclusion with Alpha = 0.050

Student t (Pooled) Test: Reject H0, Conclude Sample 1 > Sample 2

Welch-Satterthwaite Test: Reject H0, Conclude Sample 1 > Sample 2

Welch-Satterthwaite (Unequal Variance)23.5 3.843 1.711 0.000

Pooled (Equal Variance) 31 3.986 1.696 0.000

Method DF Value t (0.05) P-Value

Sample 1 vs Sample 2 Two-Sample t-Test

H0: Mean of Sample 1 - Mean of Sample 2 <= 0

t-Test Critical

SE of Mean 1.6160937 0.9785944

Median 22.000000 14.200000

SD 6.2591038 4.1518245

Maximum 33.600000 25.700000

Mean 22.293333 15.033333

Number of Distinct Observations 14.000000 18.000000

Minimum 13.800000 9.9000000

Number of Valid Observations 15.000000 18.000000

Number of Missing Observations 3.0000000 0

Raw Statistics

Sample 1 Sample 2

Sample 1 Data: Nitrate Concentration(upgradient)

Sample 2 Data: Nitrate Concentration(x-gradient)

Substantial Difference (S) 0.000

Selected Null Hypothesis Sample 1 Mean <= Sample 2 Mean (Form 1)

Alternative Hypothesis Sample 1 Mean > the Sample 2 Mean

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 95%

t-Test Sample 1 vs Sample 2 Comparison for Uncensored Full Data Sets without NDs

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 5:17:37 PM

Page 81: Background Evaluation · 2018-01-23 · Background Evaluation Report November 2017 Page 5 Common Acronyms BGS below ground surface BTV background threshold value CAFO Concentrated

Approximate P-Value 0.0265284

Conclusion with Alpha = 0.0500000

Reject H0, Conclude Sample 1 > Sample 2

SD(U) - Adj ties 27.658633

WMW U-Stat Critical Value (0.0500000) 181.00000

Standardized WMW U-Stat 1.9344582

Sample 1 Rank Sum W-Stat 309.00000

WMW U-Stat 189.00000

Mean (U) 135.00000

Wilcoxon-Mann-Whitney (WMW) Test

H0: Mean/Median of Sample 1 <= Mean/Median of Sample 2

SD 6.2591038 8.7337343

SE of Mean 1.6160937 2.0585609

Mean 22.293333 15.707222

Median 22.000000 17.100000

Minimum 13.800000 0.2800000

Maximum 33.600000 26.900000

Number of Missing Observations 3.0000000 0

Number of Distinct Observations 14.000000 18.000000

Raw Statistics

Sample 1 Sample 2

Number of Valid Observations 15.000000 18.000000

Sample 1 Data: Nitrate Concentration(upgradient)

Sample 2 Data: Nitrate Concentration(downgradient)

Substantial Difference 0.000

Selected Null Hypothesis Sample 1 Mean/Median <= Sample 2 Mean/Median (Form 1)

Alternative Hypothesis Sample 1 Mean/Median > Sample 2 Mean/Median

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 95%

Wilcoxon-Mann-Whitney Sample 1 vs Sample 2 Comparison Test for Uncensor Full Data Sets without NDs

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 5:18:56 PM

Page 82: Background Evaluation · 2018-01-23 · Background Evaluation Report November 2017 Page 5 Common Acronyms BGS below ground surface BTV background threshold value CAFO Concentrated

Conclusion with Alpha = 0.0500000

Do Not Reject H0, Conclude Sample 1 <= Sample 2

P-Value >= alpha (0.0500000)

SD(U) - Adj ties 65.350708

Approximate U-Stat Critical Value (0.0500000) 1.6448536

P-Value (Adjusted for Ties) 0.9351035

Sample 1 Rank Sum W-Stat 404.00000

Standardized WMW U-Stat -1.514919

Mean (U) 382.50000

Wilcoxon-Mann-Whitney (WMW) Test

H0: Mean/Median of Sample 1 <= Mean/Median of Sample 2

SD 6.2591038 14.581519

SE of Mean 1.6160937 2.0418211

Mean 22.293333 25.975686

Median 22.000000 26.600000

Minimum 13.800000 2.4000000

Maximum 33.600000 63.800000

Number of Missing Observations 3.0000000 3.0000000

Number of Distinct Observations 14.000000 47.000000

Raw Statistics

Sample 1 Sample 2

Number of Valid Observations 15.000000 51.000000

Sample 1 Data: Nitrate Concentration(upgradient)

Sample 2 Data: Nitrate Concentration(onsite)

Substantial Difference 0.000

Selected Null Hypothesis Sample 1 Mean/Median <= Sample 2 Mean/Median (Form 1)

Alternative Hypothesis Sample 1 Mean/Median > Sample 2 Mean/Median

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 95%

Wilcoxon-Mann-Whitney Sample 1 vs Sample 2 Comparison Test for Uncensor Full Data Sets without NDs

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 5:20:07 PM

Page 83: Background Evaluation · 2018-01-23 · Background Evaluation Report November 2017 Page 5 Common Acronyms BGS below ground surface BTV background threshold value CAFO Concentrated

Approximate P-Value 1.8390E-4

Conclusion with Alpha = 0.0500000

Reject H0, Conclude Sample 1 > Sample 2

SD(U) - Adj ties 27.654011

WMW U-Stat Critical Value (0.0500000) 181.00000

Standardized WMW U-Stat 3.5621681

Sample 1 Rank Sum W-Stat 354.00000

WMW U-Stat 234.00000

Mean (U) 135.00000

Wilcoxon-Mann-Whitney (WMW) Test

H0: Mean/Median of Sample 1 <= Mean/Median of Sample 2

SD 6.2591038 4.1518245

SE of Mean 1.6160937 0.9785944

Mean 22.293333 15.033333

Median 22.000000 14.200000

Minimum 13.800000 9.9000000

Maximum 33.600000 25.700000

Number of Missing Observations 3.0000000 0

Number of Distinct Observations 14.000000 18.000000

Raw Statistics

Sample 1 Sample 2

Number of Valid Observations 15.000000 18.000000

Sample 1 Data: Nitrate Concentration(upgradient)

Sample 2 Data: Nitrate Concentration(x-gradient)

Substantial Difference 0.000

Selected Null Hypothesis Sample 1 Mean/Median <= Sample 2 Mean/Median (Form 1)

Alternative Hypothesis Sample 1 Mean/Median > Sample 2 Mean/Median

From File Burns MW Data for ProUCL.xls

Full Precision ON

Confidence Coefficient 95%

Wilcoxon-Mann-Whitney Sample 1 vs Sample 2 Comparison Test for Uncensor Full Data Sets without NDs

User Selected Options

Date/Time of Computation ProUCL 5.18/2/2017 5:20:55 PM