ML17227A538
| ML17227A538 | |
| Person / Time | |
|---|---|
| Site: | Seabrook |
| Issue date: | 05/12/2017 |
| From: | Hildt-Treat N, Lang-Skibbee P C-10 Research & Education Foundation |
| To: | Mccree V NRC/EDO |
| Shared Package | |
| ML17227A527 | List: |
| References | |
| 2.206, LAR 16-03, OEDO-17-00529 | |
| Download: ML17227A538 (3) | |
Text
May12,2017 Viaelectronicsubmission:OPA.resource@NRC.gov
Subject:
10CFR2.204DemandForInformation(DFI)
Mr.VictorMcCree ExecuveDirectorforOperaons UnitedStatesNuclearRegulatoryCommission Washington,D.C.205550001
DearMr.McCree:
OnbehalfoftheC10ResearchandEducaonFoundaon(hereinaerC10),44MerrimacStreet,Newburyport, Massachuses,01950,IsubmitthispeonpursuanttoCh.2.206,Title10,oftheCodeofFederalRegulaons(hereaer 10CFR).
DemandforInformationrequested
C10peonstheNRCtoissuedemandsforinformaonpursuantto10CFR2.204,andtothenissueanorderunder10 CFR2.202tolicenseeNextEra,ownerofSeabrookStaonwhoistheentyseekingapprovalofitsLAR1603License AmendmentRequest(SeabrookStaonLicenseAmendmentRequest1603;ReviseCurrentLicensingBasistoAdopta MethodologyfortheAnalysisofSeismicCategory1StructureswithConcreteAectedbyAlkaliSilicaReacon,August1, 2016,10CFR50.90,DocketNo.5443,SBKL16071.).ThisDFIappliestotheAugust1,2016,LAR1603andanyandall amendments,aachmentsandrevisions.
JustificationforEnforcementActionRequested
InitsresponsetoC10s"ledcontenonstothisLAR,NextEra(DocketNo.50443LA2,May5,2017,beforetheAtomic SafetyandLicensingBoardoftheNuclearRegulatoryCommission),NextEramakesanumberofstatementsthatpurport todemonstratethattheLAR1603shouldbeapprovedbytheNRCandthatthecontenonssubmiedbyC10should berejected.Asigni"cantnumberoftheirstatementsinsupportofthoseposionsrefertothetechnicaldatasubmied inLAR1603.
However,becausevirtuallyallofthestascsinthetechnicaldataareredacted,itisimpossibleforC10toassessthe validityofNextErasstatements.
Therefore,C10herewithrequeststheNRCtoapproveviathisDemandForInformaonthattheLAR1603documents bereleasedtoC10withnoporonsredacted.
C10Foundaon44MerrimacStreet,NewburyportMass.01950www.c10.org(978)4656646
C10Foundaon10CFR2.204DFI,5/12/2017 page2
C10understandsthatatleastsomeofthisinformaonitisseekingisproprietary,andC10iswillingtosigna con"denalityagreement.C10maintainsregular,secureocespaceinwhichthesedocumentswouldbekeepina locked"lingclosetandwouldbeavailableonlytoC10sstaandmembersoftheBoardofDirectors,tobeaccessedand usedonlyonthepremises.
ExamplesofsectionsofNextErasresponsetoC10scontentionsthatcannotbeadequatelyassessedduetothe extensiveredactioninLAR1603
1.para.1,page4:ASRinducedexpansioninreinforcedconcretehasaneect,similarinsomewaystoprestressing, thatmigatesthelossofstructuralcapacitythatwouldbeassumedbasedonthechangeinmaterialproperes,uptoa point.Withouttheredacteddatatosupportthisasseron,itisnotpossibleforC10toassessitsvalidity.
2.para.2,page7:Theoverallconclusionfromanalysesofstructurallimitstatesisthatlimitstatecapacityisnot degradedwhensmallamountsofASRexpansionarepresentinstructures.Presently,theASRexpansionlevelsin Seabrookstructuresarebelowthelevelsatwhichlimitstatecapaciesarereduced.(LARevaluaonSecon3.2.1.)
Withouthavingaccesstowhatsmallamountsnumbersareandthelevelsatwhichlimitstatecapaciesarereduced, C10cannotassessthevalidityoftheclaimsofLAR1603.
3.para.2,page16:TheLARexplicitlycallsforcoresampletesngasanintegralpartofitsASRmonitoring methodology,andtheresultsofthe"rstcampaignoftestsareincludedinatechnicaldocumentsubmiedaspartofthe LAR.Thestascalresultsofthetesngareredacted;therefore,again,C10ispreventedfrombeingabletoactually reviewandassesstheresults.
4.para.2,page17:AsexplainedthroughoutthetechnicaldocumentsunderlyingtheLAR,themechanicaleectofASR doesnotnecessarilyresultinanadverseimpacttostructuralcapacity,atleastuptothepointofexpansionthatwas observedintheprogram.Becausethestascaldataisredacted,C10cannotrevieworassesit;therefore,C10cannot knowuptowhatpointexpansionduetoASRwastested.SincethepointofLAR1603istoestablishavalidtesng methodologyfortheeectofASRonthestructuresatSeabrookStaon,havingthesestascsisvitalforadequate reviewoftheLAR.
5.para.2,page22:MPR4153evenprovidestheresultsofthosetests.Theseresults,whichstatetheoutcomeoftests onthematerialproperesofconcretetestedintheUniversityofTexasFSELbythecompanyMPRareredacted.
(MPR4153Secon4.1;Id.AtAppxD(ThroughthicknessexpansionToDatefortheFirstCampaignofExtensometers).
6.para.1,page36:The"rstcampaigntoexamineoutofplaneexpansionhasbeencompletedandinvolvedtesngof cores.TheresultsofthosetestsareavailableintheLAR.Theresultsareredacted.
7.para1,page43:Thistesngexaminesthecurrentelascmodulusoftheconcrete,whichinturnrequires compressivestrengthtesng.The"rstcampaigntoexamineoutofplaneexpansioninvolvedtesngofcores.Theresults ofthosetestsareavailableintheLAR.Peonerneitherreferencesnorchallengesthetestsconductedtodate.The Peoner(C10)cannotreferencenorchallengethetestresults,becausetheyareredacted.Thisisaclassicalcircular argumentadvancedbySeabrookStaonsownerNextEra.
C10Foundaon44MerrimacStreet,NewburyportMass.01950www.c10.org(978)4656646
C10Foundaon10CFR2.204DFI,5/12/2017 page3
PetitionLogistics
C10iswillingtosignandcommitfullytoacon"denalityagreement.C10requestsviathisDFIthatsuchanagreement bepreparedandcommunicatedtoC10andthatfollowingitsexecuonLAR1603withallitsamendments,aachments andrevisionsbereleasedtoC10forreviewandassessment.
Sincerely,
PatriciaLangSkibbee PresidentoftheBoardofDirectors C10Research&EducaonFoundaon 44MerrimacStreet Newburyport,MA01950 Ph:9784656646 Email:Patricia.skibbee@verizon.net
NatalieHildtTreat ExecuveDirector C10Research&EducaonFoundaon 44MerrimacStreet,Newburyport,MA01950 Ph:(978)4656646Email:natalie@c10.org
C10Foundaon44MerrimacStreet,NewburyportMass.01950www.c10.org(978)4656646