ML21155A210

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QAIP-9.1, Revision 1, Cimarron Site Sampling and Analysis Plan
ML21155A210
Person / Time
Site: 07000925
Issue date: 03/30/2012
From: Colborn K
Environmental Properties Management
To:
Document Control Desk, Office of Nuclear Material Safety and Safeguards
References
QAIP-9.1, Rev 1
Download: ML21155A210 (24)


Text

Cimarron Environmental

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Trust Vif00 Cimarron Site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 Reviews andApprovals Reviewed byQuality Assurance Coordinator:

KurtColborn Signature:

Date:

3/27/2012 A roved b ENERCON Pro'ect Manaer:Gerald Williams, PE Signature:

Date:

([,

3/30/2012 J) vvvs t

A roved b Trustee Pro'ect Manaer:Jeff Lux Signature:

Date:

3/30/2012 Approved byAdministrator, Cimarron Environmental

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Trust:

Bill Halliburton Signature:

Date:

3/30/2012

Cimarron Environmental

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Trust F0 cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 Paeii TableofContents Section Title Page

1.0 INTRODUCTION

1-1 2.0 SURFACE SAMPLING 2-1 3.0 SUBSURFACE SOIL SAMPLING 3-1 4.0 GROUNDWATER SAMPLING 4-1 5.0 QA/QC SAMPLES 5-1 6.0 ANALYTICAL METHODS 6-1 7.0 DECONTAMINATION 7-1 8.0 DOCUMENTATION 8-1 9.0 SAMPLE PACKAGING ANDSHIPPING 9-1 Table Desgiption Page 6-1 Sample Containers andPreservatives forWater 6-2 6-2 Sample Containers andPreservatives forSoil 6-3 6-3 Laboratory Methods 6-4

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 Paeiii APPENIDIX A: SAMPLING ANDANALYSISPLANSTANDARD OPERATING PROCEDURES Procedure Issued Revision No.

EPM-SAP-101

- Surface Soil Samlin A ril 7 2011 Revision 0

EPM-SAP-102

- Sediment Samlin April 7,2011 Revision 0

EPM-SAP-103

- Surface WaterSamlin A ril 7 2011 Revision 0

EPM-SAP-104

- Groundwater Sampling April7,2011 Revision 0

EPM-SAP-105

- Veetation Samlin A ril 7 2011 Revision 0

EPM-SAP-106

- Direct PushSoil Sampling April 7,2011 Revision 0

EPM-SAP-107

- Sampling Equipment April 7,2011 Revision 0

Decontamination EPM-SAP-108

- Excavation Soil Samlin A ril 7 2011 Revision O

EPM-SAP-109

- Drilling

- Subsurface Soil April 7,2011 Revision 0

andBedrock Sampling EPM-SAP-110

- Piezometer and April 7,2011 Revision 0

Monitoring Well Installation andAbandonment EPM-SAP-111

- Sample Identification and April 7,2011 Revision 0 Control EPM-SAP-112

- SamplePackaging and April 7,2011 Revision 0

Shipping FORMS QAIP 9.1-1 Chain ofCustody Form QAIP 9.1-2Field Parameter Form QAIP 9.1-3Groundwater Sampling Checklist QAIP 9.1-4Soil Boring Log

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Cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 Paeiv Glossary Activity Plan:

Aworking level document establishing theelements ofaworkactivity important toquality, andalso establishing thesequenceofworknecessary to successfully complete thework activity.

Assigned Leader:

Theindividual assigned bytheTrusteeProject Manager withoverall responsibility tocomplete theworkdescribed inanActivityPlan.

Cimarron Environmental

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Trust (CERT): TheTrust established ashaving overall responsibility forenvironmental liabilities atthe Cimarron Site inaccordance with theJanuary 26,2011Settlement Agreement with theDepartment ofJustice (DOJ),

the Nuclear Regulatory Commission (NRC) andtheState of Oklahoma.

TheCERTis represented bytheCERTAdministrator.

Cimarron Site:

Refers totheeffort toremediate thelocation ofthe former Kerr-McGee facility inCrescent, Oklahoma(near

Cimarron, Oklahoma),

including characterization andremediation ofradioactive andchemical contamination, tofulfill requirements forthe Cimarron Site established bytheNRCandtheState ofOklahoma.

Cimarron SitePersonnel:

Anyperson performing remediation workorwork directly supporting remediation oftheCimarron SiteinCrescent, Oklahoma.

Contractor:

Anyorganization orindividual contracted directly totheTrustee.

Controlled Document:

Anydocument theTrustee Project Manager orQuality Assurance Coordinator determine should becontrolled toassure anyuserpossess the mostcurrent revision ofthedocument.

Thisincludes theQAPPandallimplementing procedures.

HoldPoint:

Astopping point inaprocedure orworkplanrequiring asignature or initials toverify that datahasbeenrecorded orthat required actions areverified as complete before proceeding.

HoldPoints areusedasaquality assurance measurein Activity Plans.

Quality Activity:

Anyactivity thatsupports adecision affecting license termination or site

closure, orthat isotherwise required bytheTrustee Project Manager orQuality

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Cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 Paev Assurance Coordinator to be subject tothequality assurance program toensure the success oftheCimarron Site.

Quality DataandActivities:

Data and Activities that directly orindirectly support decisions affecting license termination orsite closure.Quality datacollection and management, andquality activity performance, aresubject totherequirements ofthe Cimarron Site Quality Assurance Program.

Quality Assurance ProgramPlan(QAPP):The QAPP establishes thestructure ofthe Cimarron Site Quality Assurance

Program, including implementing procedures, referenced procedures
andplans, andquality requirements directlyestablished inthe QAPP's18basic criteria descriptions.

Quality Assurance Program(QAP):

TheCimarron Site's overall program forquality assurance, asdescribed intheQuality Assurance Program Plan (QAPP).

Quality Assurance Records:

Records ofsite activities ordataasprescribed in Section 17.0oftheQAPP.

Station:

Anobservation point whereasamplemaybecollected.

Stations are not unique toeachsample.

Subcontractor:

Anyorganization orindividual contracted withacontractor tothe Trustee.

Trustee:

Environmental Properties Management (EPM),

theTrustee identified inthe January 26,2011Settlement Agreement withtheDepartment ofJustice (DOJ),

the Nuclear Regulatory Commission (NRC) andtheState ofOklahoma.

Trustee Project Manager:Theemployee oftheTrustee assigned overall responsibility fortheadministration ofworkattheCimarron Site.

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 1

INTRODUCTION Pae1-1

1.0INTRODUCTION

1.1 Scope ThisSampling andAnalysis Plan (SAP)governs activities being performed attheformer Cimarron Corporation facility inCrescent,Oklahoma.

Itspecifies sample collection requirements forenvironmental

media, andincludes sampling requirements forquality assurance quality control (QA/QC) programs.

Italso specifies sampling equipment decontamination, documentation, sample preparation andshipment, and laboratory analytical methods.

Finally, it specifies requirements forgroundwater monitoring well installation andabandonment.

Thisdocument istobeusedbyCimarron Site personnel and contractors whocollect samples of environmental mediaand/or submit samples for analysis.

An Activity Plan will bedeveloped for eachsampling event.

TheTrustee Project Manager(PM),QAcoordinator andAssigned Leader foreachActivity Plan areresponsible forensuring that sampling and requests foranalyses are performed inaccordance with this SAP.TheTrustee PMmayauthorize departures fromthis SAPifactivity requirements maketheprovisions ofthis SAPimpracticalor inappropriate.

Such departures needtobedocumented andreported totheQACoordinator (QAC).

1.2 Regulatory Oversight TheCimarron facility operated asanuclear fuel production facility under License SNM-928 until thesite wasclosed in1975.Facility decommissioning beganin1976.Thedecommissioning of equipment, structures, andsoil iscomplete.

Thecurrent mission attheCimarron Site isthe remediation ofgroundwater contaminants torelease levels established bytheUSNuclear Regulatory Commission (NRC) andtheOklahoma Department ofEnvironmental Quality (ODEQ).

Asaresult ofanNRCorder dated February 16,2011andeffective February 14,2011, the license hasbeentransferred totheCimarron Environmental

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Trust (CERT),

with Environmental Properties Management, LLC(EPM) namedasthetrustee.

Thegroundwater remediation activity requires

planning, datacollection andmanagement, anddecision-making tasks that aresubject toNRCestablished quality requirements, aswell asremediation requirements established bytheState ofOklahoma andtheODEQ.

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 2 SURFACE SAMPLING Pae2-1 2.0SURFACE SAMPLING 2.1 Introduction Surface sampling includes anysampling of soil, sediment, waste, surface waterorvegetation forgeotechnical,

chemical, orradiological analysis whensuchsampling isperformed atshallow depths (usually less thanonemeterindepth).

2.2 Soil SampleCollection Soil samples will becollected atstations asstipulated in Activity Plans.

Surface soil sampling will beperformed inaccordance withprocedure EPM-SAP-101, "Surface Soil Sampling" 2.3 Sediment SampleCollection Sediment samples will becollected atstations asstipulated inActivity Plans.Sediment sampling will beperformed inaccordance withprocedure EPM-SAP-102, "Sediment Sampling" 2.4 Surface WaterSampleCollection Surface watersamples will becollected atstations asstipulated inActivityPlans inaccordance with procedure EPM-SAP-103, "Surface WaterSampling" Because ofthe potential for interference fromsuspended

solids, algae andother biological
activity, all surface water samples foroff-site radiological analyses arefield filtered using a0.45micron filter.

Ifthelabhasprovided apre-preserved

bottle, thefiltered sample isdeposited directly tothe bottle.

Ifthebottle isnotpre-preserved, addasufficient volume ofacid (typically, 2-10ml per liter ofsample) tolower thefiltered sample toapH<2.

Thedecision tofilter surface watersamples forall other analyses isdependent uponwhether theobjective istoanalyze fortotal (unfiltered) ordissolved (filtered) constituents, andmustbe specified intheActivity Plan.

2.5 Vegetation SampleCollection Vegetation samples arenotanticipated tobecollected onthis site because oftheamountof decommissioning activities thathavealready occurred.

Theprocedure isincluded inthis SAP forcompleteness only.

Ifrequired, vegetation samples will becollected inaccordance with procedure EPM-SAP-105 "Vegetation Sampling".

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 3

SUBSURFACE SAMPLINGPae3-1 3.0SUBSURFACE SAMPLING 3.1 Introduction Subsurface sampling includes anysampling

ofsoil, waste, orimpacted soil forgeotechnical,
chemical, orradiological analysis when such sampling isperformed atdepths usually greater thanonemeter.Prior toperforming direct
push, excavation, ordrilling, precautions shall be taken toavoid damaging utilities orpipelines.

Clearance forall utilities shall bedoneprior to performing these tasks bycontacting appropriate agencies (Call Okie1-800-522-OKIE).

3.2 Direct Push Direct pushsampling utilizes ahydraulically powered machine toadvanceprobes intothe subsurface.

Direct pushsampling features minimal setuptime andlittle generated waste.

Direct pushmethods maybeusedtocollect subsurface samples and/or groundwater

samples, toscreen soil orgroundwater, and/or toinstall temporary piezometers.

Whenperforming direct pushsampling forgroundwater orgeologic/hydrologic investigations andlithologic information

isneeded, ageologist orhydro-geologist must log thelithologyofthe boring.

Samples taken forother

purposes, e.g.,

radiological characterization, confirmatory

samples, etc.neednotnecessarily bedescribed.

Whenlogging isdetermined to benecessary, lithologic descriptions (in accordance with ASTMD2488),

soil classifications, soil sample locations, field screening measurements, andother observations madeintheprocess of performing theboring should berecorded onthesoil boring log(form QAIP 9.1-4 orapproved equivalent) asdescribed ontheform.Sample collection and/or screening mustbeperformed inaccordance with procedure EPM-SAP-106, "Direct PushSoil Sampling",

Decontamination of sampling tools mustbeperformed inaccordance withSection 7.0, Decontamination, and documented inthefield logbook.

3.3 Excavation Excavating equipment (i.e.

backhoes andtrackhoes) canbeusedtoexamine nearsurface soils.

Excavation isbeneficial fordetermining geologic contacts andidentifying thepresence of contamination,

faulting, andforcollecting subsurface samples forgeotechnical applications.

Whenperforming excavations forgroundwater orgeologic/hydrologic investigations and lithologic information

isneeded, ageologist orhydro-geologist mustlogthelithology ofthe trench orpit.(Exception:

quarterly surface watersample points sometimes needtobe obtained fromareas which silt in,requiring that small excavated collection basins becreated.

Suchcollection basins donotneedtobelogged).

Lithologic descriptions should beprovided on thesoil boring log(form QAIP 9.1-4 orapproved equivalent) with

text, photographs, and

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 3

SUBSURFACE SAMPLINGPae3-2 illustrations (in accordancewith ASTM D2488),

todocument soil classifications, soil sample locations, field screening measurements, andother observations madeintheprocess of performing theexcavation.

Soilsample collection and/or screening mustbeperformed in accordance withprocedure EPM-SAP-108, "Excavation Soil Sampling" Decontamination of sampling tools mustbeinaccordancewith Section 7.0, "Decontamination",

anddocumented in thefield logbook.

3.4 Drilling This section covers subsurface investigations that involve theuseofadrilling rigorpower auger.

Groundwater monitoring well installation and abandonment requires drilling methods in allbuttheshallowest zones.

Whendrilling forgroundwater orgeologic/hydrologic investigations andlithologicinformation is

needed, ageologist orhydrogeologist mustlogthelithology ofthe boring.
Text, photographs, andillustrations maybeusedtoprovide detailed lithologic descriptions (in accordance with ASTMD2488).

Soil classifications, blowcount information, samplelocations, field screening measurements, andother observations madeintheprocess ofperforming the boringshould be recorded onthesoil boring log(form QAIP 9.1-4 orapproved equivalent)as described onthe form.Sample collection and/or screening mustbeperformed inaccordancewith procedure EPM-SAP-109, "Drilling Subsurface Soil andBedrock Sampling" Decontamination ofsampling tools mustbeinaccordance withSection 7.0, "Decontamination",

anddocumented in thefield logbook.

3.4.1AugerDrilling Augerdrilling doesnotnormally require theuseofdrilling fluids.

Solid augers canbeused whenprecise depth ofthesample isnotimportant andwhenundisturbed samples arenot needed.

Hollow stemaugers canbeusedwhenrelatively undisturbed samples areneeded, and whenthedepth ofasoil sample within aboring isimportant.

Samples canbeobtained through hollow stemaugers bysplit-barrel samplers (in accordance with ASTMD1586),

bythin-walled Shelby tubes(in accordance with ASTMD1587),

orbyusing five-foot split barrel continuous samplers.

Monitoring wells canbeinstalled inborings drilled byaugerdrilling methods.

3.4.2RotaryWashDrilling Rotary washdrilling utilizes adrilling fluid toprevent groundwater andsurrounding soil from entering theborehole andtoflush thecuttings tothesurface.

Whenusing acorebarrel, undisturbed samples canbecollected fromrelatively precise depth intervals inaboring.

Such samples canoften besubmitted foreither physical orchemical testing.

Coresampling should

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3/30/2012 SECTION 3

SUBSURFACE SAMPLINGPae3-3 beperformed insubstantial compliance withASTMstandards related tothetypeofdrilling equipment inuse,suchasASTM D2113forcoding with adiamond bit.

Drilling istypically muchfaster without acorebarrel.

Samples canbeobtained fromboreholes bysplit-barrel samplers (in accordance with ASTM D 1586),

orbythin-walled Shelby tubes(in accordance with ASTMD1587).

Split spoon orShelby tubesamplers collect soil samples by hammering orpushing theminadvance ofthe boring.

Monitoringwells canbeinstalled in borings drilled byrotary washmethods.

Monitoring wellinstallation anddevelopment are critical tosuccessful groundwater sampling when installed inrotary washborings.

3.4.3AirRotaryDrilling Airrotary drilling issimilar torotary wash,butthedrillingfluid isair.

Whenusing acorebarrel, undisturbed samples canbecollected fromrelatively precisedepth intervals insuchaboring.

Suchsamples canoften besubmitted forphysical orchemicalanalysis; however, airrotary drilling should notbeusedifVOCanalysis isdesired.

Core sampling should beperformedin substantial compliance with ASTMstandards related tothetypeofdrilling equipment

inuse, suchasASTMD2113forcoring withadiamond bit.

3.5 Downhole Geophysical Logging Geophysical logging canprovide information about thephysical properties ofsubsurface materials surrounding aborehole without collecting physical samples.

Subsurfacegeologic conditions andengineering characteristics canbederived directly orindirectly fromavariety of measured properties.

Physical samples canprovide ground truth information tocalibrate and/or validate geophysical interpretation.

Downhole geophysical surveys maybeconducted onselected boreholes.

Measurements may include spontaneous potential, natural gamma,gamma-gamma (compensated density),

and induction.

Geophysical logs generated during downhole surveys maytaketheplace of,orcan becombined

with, standard soil boring logs.

3.6 Geophysical Surveying Geophysical surveys provide information that canbecorrelated with characteristics of subsurface materials without excavating them.Theresults ofthegeophysical surveys should beintegrated withtheresults ofother

surveys, suchasGlobal Positioning System(GPS) surveys.

Geophysical survey methods thatarecommonly usedinclude:

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3/30/2012 SECTION 3

SUBSURFACE SAMPLINGPae3-4 Ground-PenetratingRadar Electromagnetics Resistivity Seismic Refraction Seismic Reflection Magnetics Metal Detection Eachtypeofsurvey hasdifferent capabilities and limitations.

Onlytrained individuals whohave demonstrated competence ingeophysical investigations may plan, supervise, andevaluate data fromgeophysical surveys.

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 GROUNDWATER SECTION 4

SAMPLING Page4-1 4.0GROUNDWATER SAMPLING 4.1 Piezometer andMonitoring Well Installation Piezometers maybeinstalled tomeasuregroundwater elevations.Groundwater samples can beobtained frompiezometers uponregulatory agency agreement, buttheyarenotprimarily intended forthis purpose.

Groundwater monitoring wells mustbeinstalled anddeveloped in order toproduce representative samples ofthe groundwater intheaquifer(s) screened.

Piezometers andgroundwater monitoring wells must be installed inaccordance withprocedure EPM-SAP-110, "Piezometer andMonitoring Well Installation andAbandonment" Thisprocedure isintended toprovide substantial compliance with EPA's"RCRA Groundwater Monitoring Technical Enforcement Guidance Document" (1986) and"RCRA Groundwater Monitoring:

Draft Technical Guidance (1992).

4.2 WellDevelopment Thepurpose ofmonitoring well development istoremovefine particlesand residual drilling fluid fromthefilter packandthenatural formation inthevicinity ofthe screened interval, and tosettle andstabilize thematerial adjacent tothewell screen.

Onnewly installed monitoring wells andpiezometers, development mustbeperformed oroverseen byaqualified hydrogeologist.

Afield technician, under thedirection ofaqualified hydrogeologist can perform theredevelopment ofolder wells.

4.3 In-Situ Permeability Testing Thehydraulic conductivity ofaformation canbedetermined byin-situ permeability testing.In-situ permeability tests canbebroadly classified asslug tests andpumptests.

Inslugtests, a

"slug" ofwaterorsolid, inert material iswithdrawn orinserted into awell soastodisplace the watercolumn, andtherecovery ordrawdown ofthewell ismeasured overtime.Inpumping

tests, wateriscontinuously pumpedfromawell foraperiod
oftime, andthedrawdown and recovery aremeasured overamuchlonger period
oftime, usually inthepumping well andin nearby observation wells.

In-situ permeability testing methods varywidely andaredependent uponboththecharacteristics ofthepumping andobservation wells andthehydrogeology of thescreened interval.

Onlyaqualified, experienced groundwater hydrologist maydesign in-situ permeability tests.

Thedesign mustinclude themethods forperforming thetestaswell asthe methods forcollecting andevaluating thedata.

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 4 WWMAn Page4-2 SAMPLING 4.4 Groundwater Sample Collection Groundwater sampling isperformed under theguidance ofthesite hydrologist according to workplans orworkinstructions todetermine thechemical orradiological characteristics of groundwater intheformation.

Typically, the site hydrologist istheactivity supervisor forall groundwater sampling events.

Toensure representative

samples, groundwater sampling mustbeperformed inaccordance withprocedure EPM-SAP-104, "Groundwater Sampling".

Because ofthepotential for interference fromsuspended

solids, algae andotherbiological activity,all groundwater samples foroff-site radiological analyses arefield filtered usinga 0.45 micron filter.

Samples should bepreserved using materials provided bythe laboratory (sample bottles pre-loaded with

acid, orshipped withampoules).

Verification thatthe pHisless than2is performed bythelaboratory prior toanalysis; itisnotanecessarystep inonsitesample preparation.

Thedecision tofilter surface water samples forall other analyses isdependent upon whether theobjective istoanalyze fortotal (unfiltered) ordissolved (filtered) constituents, andmustbe specified intheActivity Plan.

Section 6ofthis document

("Analytical Methods") provides additional guidance onfield preservation (e.g.

filtering, acidifying, cooling to40C)techniques.

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 5 QA/QCSAMPLES Pae5-1 5.0QA/QC SAMPLES 5.1 Introduction QA/QC samples arecollected andanalyzed toidentifyandassess issues associated withsample collection, packaging, transport, laboratory

problems, ormatrix interferences.

TheActivity Plan will identify theneedtocollect QA/QC samples priortoinitiating sampling activities.

Thefour categories ofQA/QC samples addressed inthis SAP are:

duplicates,matrix spike/matrix spike duplicates, rinsate

blanks, andtripand/or fieldblanks.

Eachsampling Activity Plan should be developed with input fromthesite technical teamor personnel withsimilar expertise, andmust specify anyrequired collection ofQA/QC samples based ondataquality objectives andthe intended useofthedata.

5.2 Duplicates Duplicate samples identify therelative precision ofmultiple analyses ofthesamematerial.

Duplicates determine thedegree towhich datagenerated from repetitive measurements differ fromoneanother, andarerequested whentheactivity supervisor needs toknowthepotential forerror inanalyzing aparticular media(e.g.,

soil, groundwater, etc).With regard tothe groundwater monitoring program andthelonghistory ofsite monitoring,duplicates arenot always obtained during routine groundwater monitoring events.

Thesite hydrologist is responsible fordetermining whether duplicate samples mayberequired for "non-routine" sampling events.

Ifdetermined tobenecessary, aduplicate sample will becollected atafrequency indicated in theActivity Plan (typically, oneduplicate forevery tensamples submitted for laboratory analysis Duplicate samples will becollected insuchamanner astominimize thepotential for variance between the"sample" andthe"duplicate" Duplicates maybeidentified insuchamanner that thelaboratory doesnotknowwhich sample isbeing duplicated.

Thecorrelation will benoted onthefacility forms orinalogbook.

5.3 Matrix Spikes/Matrix SpikeDuplicates Laboratories perform matrix spike (MS) andmatrix spike duplicates (MSD) analyses oneach "batch" ofsamples analyzed according totheir approved methodologies.

MSandMSDsamples areactual samples that are"spiked" withknownconcentrations ofknowncompounds.

Ifthe "spikes" arenotaccurately quantified, thesample matrix could havebiased theresults ofthat sample forother compounds.

TheCimarron Site doesnotroutinely submit MS/SD samples tothelabforanalyses, although methodologies typically require that thelabrunanMS/MSD sample atarateofoneper20

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 5 QA/QCSAMPLES Pae5-2 samples.

Whennotspecifically submitted bytheCimarron

Site, thelabselects which samples torunforMS/MSD.

Sampleson which MS/MSDareperformed aretypically samples that exhibit little tonocontamination.

Samples with ahighlevel ofcontamination usually exhibit little tono recovery ofspiked

compound, making such samples useless forQA/QC purposes.

Thesubmittal ofMS/MSD samples tothe lab bytheCimarronSite isnoted ontheChain of Custody Form.

5.4 Equipment Rinsate Blanks Anequipment rinsate blank isasample ofdistilled (analyte-free) waterrunover(or through) thesamedecontaminated equipment usedtocollect the sample.

Equipmentrinsate blanks do notevaluate thematerial being

sampled, butthe adequacy of decontamination procedures.

Equipment rinsate blanks identify cross contamination ofsamples duetosampling(or decontamination) methods.

Suchblanks aretypically analyzed forthesameparameters asthe collected watersamples.

Withtheextended site history onsample collection andnoevidence that decontamination has beenaproblem inthepast, equipment rinsate blanks arenotnormally collected.

Ifequipment rinsate blanks aredetermined tobeneeded based onthedataquality objectives and intended useofthedata, theactivity supervisor will specify thefrequency atwhich theywill beobtained.

5.5 TripandField Blanks Tripblanks areprepared bythelaboratory andaccompany sample containers transported to thesite.

Tripblanks remain onsite un-opened during sampling activities.

Tripblanks areused toidentify problems associated withsample

handling, packaging anddelivery.

Onetrip blank will besubmitted foreachcooler that contains sample containers shipped overnight tothe laboratory.

Field blanks areprepared bysite personnel andaccompany sample containers transported to thelaboratory.

Field blanks aresimilar totrip blanks inthat theyidentify problems associated withsample

handling, packaging, anddelivery.

Field blanks aresamples ofdistilled water poured into sample containers bysampling personnel.

TheActivity Planmayspecify theuseof field blanks whensample bottles aretaken fromsite inventory (ordinarily thecontract lab supplies sample bottles andrarely wouldfield blanks beobtained).

Whentaken, onefield blank will typically besubmitted tothelaboratory eachdaysampling isperformed.

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 6

ANALYTICAL METHODS Pae6-1 6.0ANALYTICAL METHODS 6.1 Introduction

Soil, sediment,
water, waste, andvegetation samples will bepackaged andpreserved in accordance with Tables 6-1and6-2.

Chain ofCustody forms mustbefilled outinaccordance withprocedure EPM-SAP-111, "Sample Identification andControl" Surface waterandgroundwater samples for off-site radiological analyses arepreserved inthe field byfirst filtering through a0.45micron filter before being preserved with sufficient volume ofnitric acid tolower thesample topH<2.Forall other

analyses, dependinguponwhether theobjective isfordissolved ortotal constituents, filtration with a0.45micron filter mayormay notbeperformed.

Samples mustbefiltered prior topreservation withacid orother additives.

Table 6-1gives guidance onfiltering, acidifying andpreservingsamples withice.These guidelines maybemodified persampling

event, depending onthe data quality objectives (DQO's),
workplan, activity plan orworkinstructions.

6.2 Chemical/Radiological Analyses Table 6-3lists acceptable analytical methods forradiological andnon-radiological parameters forwater andsoil (including waste) samples.

6.3 Geotechnical Analyses Geotechnical analyses will beperformed inaccordance with applicable ASTMstandard methods.

Examples

include, butarenotlimited to:

Nuclear Density D2922 Density

- SandReplacement D4914 Balloon Density D2167 Moisture Content (microwave)

D4643 Moisture Content(oven) D2216 CorePermeability (constant head)D2434 CorePermeability (falling head)D5084 Compaction byStandard ProctorD 698 Compaction byModified Proctor D1557 Soil Classification D2488 Atterberg Limits D4318 Field Soil pHDetermination D4972 Specific ASTMstandard methods should beidentified forgeotechnical testing prior tosubmitting samples foranalysis.

IfASTMmethods arenotavailable orarenotappropriate, other generally accepted methods should bespecified orprocedures should bedeveloped forsuchanalyses.

TABLE 61 T

ica Sam eContainers, Pre

aration, Preservatives and Hodin Times for Surface Water and Groundwater Indicator Parameters Toa Oranic Carbon TOC 250 mass boe Coo
o056C, HSO oH<2 28 da s

Toa Oranic Hao en TOX 500 mambe ass boe Coo

o056C, HSOo H<2 28 da s

Seciic Conducivi 500 miasic boe Coo o056C 28 da s

H 250 masic boe Coo o056C 24hours Chemica Ox enDemand COD 250 mambe ass oasic boes Coo

o056C, HC oHSO o

H

<2 28 da s

Bioo ica Ox enDemand BOD ier asic boe Coo oOs6C 48hours Toa Dissoved Soids TDS 500 masic boe Coo oOs6C 7da s

Toa Sus ended Soids TSS ier asic boe Coo o056C 7da s

Suaes 250 masic boe Coo o056C 28 da s

Nirae/nii 500 masic boe Coo

o056C, HSO oH<2 28 da s

Fuoide and choride 250 masic boe Coo oOs6C 28 da s

Bicarbona akaini 25 masic boe Coo oOs6C 4da s

Oiand Grease 2

ier amber ass boe Coo

oOs6C, HC oHSO o

H<2 28 da s

Oranic Parameters Toa Peoeum Hdrocarbon TPH bGC/FD 2

ier amber ass boe Coo o056C oana sis 7days orexracion, 40 d

Exracabe Peroeum Hdocarbons TEPH 2

ier amber ass boe Coo o056C oana sis Toa Voaie Peoeum Hdrocarbons TVPH 40 mVOA vias Coo

o056C, HC o

H<2 4da s

Voaie Oranics 40 mVOA vias Coo

oOs6C, HC opH<2 4da s

7days orexracion, 40 d

Oranics 2

ier amber ass boe Coo o056C oana sis Mea Parameer Meas exce Cr Vand H

500 m

asic boe Coo

o056C, HNO oH<2 80 da s

Maor Caions Ca Na Kec 500 mi asic boe Coo

o056C, HNO o

H<2 80 da s

Chromiu V

500 m

asic boe Coo o056C 24hours Mercu 500 m

asic boe Coo

oOs6C, HNO oH<2 28 da s

Radioo icaParamee Uraniu 234 235 238 a

ha sec a

asic cubiainer or simiar Fiered HNO o

H<2 80 da s

Uraniu bCP/MS 500 m

asic boe Fiered HNO3 o

H<2 80 da s

soUraniu 233/234 235/236 238 500 m

asic boe Fiered HNO3 o

H<2 80 da s

Toa Urani bKPA 500 m

asic boe Fiered HNO3 o

H<2 80 da s

Thoiu 228 230 232 a

ha sec aasic cubiaine orsimiar Fiere HNO o

H<2 80 da s

Radiu 226 228 aasic cubiaine orsimiar Fiere HNO o

H<2 80 da s

Tech 500 masic boe Fier HNO o

H<2 80 da s

Goss A

ha 500 masic boe Fiere HNO o

H<2 80 da s

Goss Bea 500 masic boe Fier HNO o

H<2 80 da s

Pag 62 7days orexracion, 40 days

TABLE 62 T

ica Sam eContainers Pre aration Preservatives and Hodin Times for Sois and Soid Wastes Parameter Sam eContainers Sam ePreservation Hodin Times Toa Oranic Carbon TOC 250 mamber ass boe Coo o056 C

28 da s

Toa Oranic Hao en TOX 250 miass boe Coo o056 C

28 da s

H 250 masic boe Coo o056 C

48ous Oranic Parameters Toa Peoeum Hdrocarbon TPH bGC/FD 250 mass boe Coo o056 C

28 da s

Toa Peoeum Hdrocarbon TPH b

R 250 mass boe Coo o056 C

28 da s

4days orexracion, 4

Exracabe Peroeum Hdocabons TEPH 2

miwide mouh ass

'a w/Teon ined id Coo o056 C

da s

oana sis Toa Voaie Peroeum Hdrocarbons TVPH 2

mwide mouh ass

'ar w/Teon ined id Coo o056 C

4da s

Voaie Oranics 25 mass boe or Encore or simia Coo o056 C

4da s

4days orexracion, 4

Oranics 250 mass boe Coo o056 C

da s

oana sis Mea Parameer Meas oa exce H

20 masic boe Coo o056 C

80 da s

RCRA Characeris TCLP Meas exce H

500 mass or asic boe Coo o056 C

da s

oana sis 4days

oeach, 4

d Voaie Oranics 250 m

ass boe Coo o056 C

orana sis 4days

oeach, 7daysoexra 40days o

Semivoa Oranics 500 m

ass boe Coo o056 C

ana sis niabii 250 m

ass or asic boe Coo o056 C

4da s

Corosiv 250 m

ass or asic boe Coo o056 C

48ous Reacivi 250 m

ass orasic boe Coo o056 C

7da s

Radioo icaParamee Uraniu 235

238, Thorium 232 Radium 226 500 masic boe None 80 da s

Pag 63 80 days

oeach, 80 Indicator Parameters

Table6-3 Analical MethodsforSoil, Solid WastesandWater Total Or anic Carbon TOC SW-8469060 SW-8469060 Total OranicHalo en TOX SW-8469023 SW-8469020 S ecific Conductivi EPA120.1 SW-8469050orEPA120.1 Total Dissolved Solids TDS 160.1 Total susended SolidsTSS 160.2 Ph SW-8469045C SW-8469040BorEPA150.1 Chloride SW-8469056 SW-8469056orEPA300.0 Iron SW-8466010B SW-8466010BorEPA200.8 Mananese SW-8466010B SW-8466010BorEPA200.8 Manesium SW-8466010BorEPA200.8 Sodium SW-8466010B SW-8466010BorEPA200.8 Sulfate SW-8469056 SW-8469056orEPA300.0 Aluminum SW-8466010BorEPA200.8 Ammonia 350.1 Barium SW-846 6010B SW-8466010BorEPA200.8 Cadmium SW-846 6010B SW-8466010BorEPA200.8 Calcium SW-8466010BorEPA200.8 Carbonate Bicarbonate SM2320B Fluoride SW-846 9056 EPA300.0 Nitrate/nitrite EPA353.2 Nitrate SW-846 9056 SW-8469056orEPA300.0 Nitrite SW-8469056 SW-8469056orEPA300.0 Mercu SW-8467471A SW8467470A

Phoshate, total EPA365.4
Phoshate, ortho EPA300.0 Potassium EPA200.8 Selenium SW-8466010B EPA200.8 Silver SW-8466010B EPA200.8 Arsenic SW-8466010B EPA200.8 Chromium SW-8466010B EPA200.8 Lead SW-8466010B EPA 200.8 Canides SW-8466010B EPA 200.8 Metals SW-8466010B EPA 200.8 Acid/Base/Neutral Extractable SW-8468270C SW-846 8270C Volatile Oranics SW-8468260B SW-8468260B TCLPmetals excetH SW-8461311/6010B TCLP

- H SW-8461311/74711A TPHGravimetric SW-8469071A TEPHGC/FID SW-8468015M SW-8468015M TVPHGC/FID SW-8468015M SW-8468015M I nitabili SW-8461010 Corrosivi SW-8469045C Reactivi

, sulfide ChSW7.3.4.2 Reactivi

, canide ChSW7.3.4.2 Uranium b ICP/MS EPA200.8 Total Uranium b KPA ASTM-D5174 IsoUranium233/234, 235/236, 238 DOEHASL-300 secUranium DOEHASL-300 DOEHASL-300 s ecThorium DOEHASL-300 DOEHASL-300 secRadium DOEHASL-300 DOEHASL-300 asecUranium DOEHASL1900 DOEHASL-300 as ecThorium DOEHASL1900 DOEHASL-300 asecRadium Gross a

EPAMethod 900.0 Gross EPAMethod900.0 Radium-226 EPAMethod 903.10 EPAMethod903.10 Radium-228 EPAMethod904.00 Technetium-99 DOEHASL-300 Page6-4

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 7

DECONTAMINATION Pae7-1 7.0DECONTAMINATION Except whendedicated equipmentis used, sampling equipment mustbedecontaminated between samples toprevent contamination ofsucceeding samples.

Equipment rinsate blanks aidindetermining theadequacy ofdecontamination procedures, butonlyprovide information "after thefact" Thefollowing questions should provide thebasis fordeveloping appropriate decontamination methods:

1.Forwhatpurposes arethesamples beingcollected andhowimportant isthedata?

2.Could somedegree ofcross-contamination ofsamples beaproblem?

3.Whatdecontamination methods will prevent what degree ofcross-contamination?

Asageneral

rule, decontamination ofsampling equipment for radiological analyses requires onlyphysical cleaning ofsampling equipment between samples (e.g.

wipes orpressure washing with clean water).

Whenusing sampling equipment forchemical analyses, decontamination generally requires scrubbing with adetergent andtriple rinsing with distilledor deionized water.

ASTMStandard

D5088, "Standard Practice forDecontamination ofField Equipment Used at Nonradioactive WasteSites",

andASTMStandard

D5608, "Standard Practice for Decontamination ofField Equipment UsedatLowLevel Radioactive WasteSites" maybe used asguidance fordeveloping appropriate decontamination methods.

Inlieu ofother specific decontamination procedures, sampling personnel will follow procedure EPM-SAP-107, "Sampling Equipment Decontamination" NOTE:Therequirements ofthis section pertain todecontamination requirements toprevent cross-contamination ofsamples.

Additional requirements mayapply forradiological decontamination ofequipment inaccordance withtherequirements oftheRadiation Protection Plan andasdirected bytheRadiation Safety Officer (RSO) ordesignee.

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 8

DOCUMENTATION Pae8-1 8.0DOCUMENTATION 8.1 Field andFacility Sample Logbook/Field Parameter Forms Itisimportant todevelop

thorough, narrative descriptions ofcollected samples aswell asthe conditions surrounding thesampling event.

Should therelevance oradequacy ofthedatacome into question inthefuture, notes recordedin field orfacilitylogbooks andfield parameter forms mayprovide theneeded information tojustifyor disqualify databothforitsintended useand other purposes forwhich itsadequacy maybeinquestion.

Field orfacility (sample) logbooks andfield parameter forms also provide verification that work plans werefollowed andstation nameswereappropriately assigned.

Theindividuals collecting thesamples shall enter information in both afield andfacility (sample) logbook orfield parameter forms.

Sampling personnel maintain field logbooks and field parameter

forms, whereas facility personnel maintain facility(sample) logbooksatthesite.

Thefacility logbook consists ofa3-ring binder inwhich field notes are kept.

Alternatively, complete records ofthesampling eventmaybemaintained withthe Activity Plan. The logbooks contain sufficient information suchthat sampling conditions andactivities canbe reconstructed without reliance uponmemory.Logbook entries arewritten on a per-sample or per-event basis based onthetypeofinformation.

Forinstance, ifnumerous groundwater samples arecollected forthesamesetofanalyses onthesameday, analytical parameters could belisted onetimeforthesampling

event, butwell-specific information wouldbe listed persample.

Information that might beincluded inthelogbooks

includes, butisnotlimited to:

Dateandtimeofsample collection Sample station name Interval anddepth

ofsample, ifapplicable Field measurements (e.g.,

pH,conductivity, temperature, dissolved

oxygen, oxidation/reduction potential, etc) orobservations Variances fromtheworkplanforthesampling event Waterlevel andtotal depthmeasurements, ifapplicable Wellpurging volume andtechnique, ifapplicable Allentries aremadeinindelible
ink, signed, anddated.

Ifanincorrect entry ismade,the information iscrossed outwith asingle strike markinitialed anddated bytherecorder.

Thesite hydrologist orassigned project manager mustapprove all variances fromtheworkplan.

Cimarron Environmental

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Trust f0 Cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 8

DOCUMENTATION Pae8-2 8.2 ChainofCustody TheChain ofCustody (COC) provides physical evidence ofsample custody.

Field personnel will initiate aCOC,andsubsequent persons receiving andrelinquishing thesamples will

sign, date, andnotethetimeoftransfer ontheCOC (commercial shippers suchasFedExandAirborne will notsignChain ofCustody
Forms, soshipping containers aresealed prior totheir pickup).

The COCremains with thesamples inthesealedshipping container during handling bytheshipping company.

Chain ofCustody forms will befilled, out andusedinaccordance withprocedure EPM-SAP-111, "Sample Identification andControl".

Cimarron Environmental

Response

Trust Vif00 Cimarron Site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 SECTION 9 SAMPLEPACKAGING Pae9-1 9.0SAMPLEPACKAGING AND SHIPPING Sample packaging andshipping procedures should comply withUSEPA specifications andUS Department ofTransportation regulations.

Samples should bepackaged andshipped within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> ofcollection inaccordance withprocedure EPM-SAP-112, "Sample Packaging and Shipping".

Cimarron Environmental

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cimarron site Sampling andAnalysis Plan properDesmanagement LLC Document No. QAIP-9.1 Rev.1 Effective date:

3/30/2012 APPENDIX A

STANDARD OPERATING PageA-1 PROCEDURES SAMPLINGANDANALYSIS PLANSTANDARDOPERATING PROCEDURES Procedure Issued Revision No.

EPM-SAP-101

- Surface Soil Samlin A ril 7 2011 Revision 0

EPM-SAP-102

- Sediment Samlin A ril 7 2011 Revision0 EPM-SAP-103

- Surface Water Samlin A ril 7 2011 Revision 0

EPM-SAP-104

- Groundwater Sampling April7,2011 Revision 0

EPM-SAP-105

- Veetation Samlin A ril 7 2011 Revision 0

EPM-SAP-106

- Direct PushSoil Sampling April 7,2011 Revision 0

EPM-SAP-107

- Sampling Equipment April 7, 2011 Revision 0

Decontamination EPM-SAP-108

- Excavation Soil Samlin A ril 7 2011 Revision 0

EPM-SAP-109

- Drilling

- Subsurface Soil April 7,2011 Revision 0

andBedrock Sampling EPM-SAP-110

- Piezometer and April 7,2011 Revision 0 Monitoring Well Installation AndAbandonment EPM-SAP-111

- Sample Identification and April 7,2011 Revision 0 Control EPM-SAP-112

- Sample Packaging and April 7,2011 Revision 0

Shiin