ML18030A112: Difference between revisions

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{{#Wiki_filter:REGULATORY INFORMATION DISTRIBUTION SYSTFM(RIOS)pauliACCESSION NBR:8006090311 DOCSDATE:80/05/29NOTARIZFD:
{{#Wiki_filter:REGULATORY INFORMATION DISTRIBUTION SYSTFM (RIOS)pauli ACCESSION NBR:8006090311 DOCS DATE: 80/05/29 NOTARIZFD:
NODOCKET¹FACIL:SO3usquehanna SteamElectricStationiUnitiiPennsylva 0500038738squenanna SteamElectricStationiUnit2iPennsylva 05000388AU)~AUTHORAFFILIATION CUNTISgN~5~Pennsylvania Power8LightCo~RECIP,NAMERECIPIENT AFFILIATION
NO DOCKET¹FACIL:SO 3 usquehanna Steam Electric Stationi Unit ii Pennsylva 05000387 38 squenanna Steam Electric Stationi Unit 2i Pennsylva 05000388 AU)~AUTHOR AFFILIATION CUNTISgN~5~Pennsylvania Power 8 Light Co~REC IP, NAME RECIPIENT AFFILIATION


==SUBJECT:==
==SUBJECT:==
Interimdeficiency reptrepipesupportstocontainment line~plate~Installation ofsupportsw/ohavingcivildesigngroupreviewstructural adequacyresultedinoverstressing linerplate~DISTRIBUTION CODE:8019SCOPIESRECEIVED:LTR QENCL+SIZE:TITLE.:Construction Deficiency Report(10CFR50~55E)NOTES:S~il/~RECIPIENTCOPIESIDCODE/NAME LTTRENCLACTION:14P<<WuV'E'<
Interim deficiency rept re pipe supports to containment line~plate~Installation of supports w/o having civil design group review structural adequacy resulted in overstressing liner plate~DISTRIBUTION CODE: 8019S COPIES RECEIVED:LTR Q ENCL+SIZE: T I TLE.: Construction Deficiency Report (10CFR50~55E)NOTES: S~il/~REC IPIENT COPIES ID CODE/NAME LTTR ENCL ACTION: 14 P<<WuV'E'<20 LA L.4cJ g INTERNAL;1 REG FIL 08 MPA 10 QAB 13F IELD COOR/IE 17 AO PLANT SYS 22 DIR DPM AO/RCI/IE AEOD GEOSC IENCES BR I8C SYS BR MECH ENG BR STRUCT ENG BR RECIPIENT IO-CODK/NAME 15 BC Lcm~48 21 AO Q~g 02 NRC POR 07 EDO 8 STAFF 09 OEPY DIR DPM 11 STANORDS OKV 16 AO FOR ENGR 17 AD/CORESCON>T 23 GELD AD/SITE TECH DIRECTOR OSE HANAUKRiS~MATL ENG BR POHER SYS 8R COPIES LTTR ENCL EXTERNAL: 03 LPOR 24 ACRS 1 16 1 04 NSIC JUy g 0 1980 0 TOTAL NUMBER OF COPIES REQUIRED LTTR 48 ENCL TWO NORTH NINTH STREET.ALLENTOWN, PA.I8'IOI'HONE: (2IS)821-SISI NORMAN W.CURTIS Vice Presideni-Engineering
20LAL.4cJgINTERNAL; 1REGFIL08MPA10QAB13FIELDCOOR/IE17AOPLANTSYS22DIRDPMAO/RCI/IE AEODGEOSCIENCESBRI8CSYSBRMECHENGBRSTRUCTENGBRRECIPIENT IO-CODK/NAME 15BCLcm~4821AOQ~g02NRCPOR07EDO8STAFF09OEPYDIRDPM11STANORDSOKV16AOFORENGR17AD/CORESCON>T 23GELDAD/SITETECHDIRECTOROSEHANAUKRiS
&Ccnstructen 82 I-5381 May 29, 1980 Mr.Boyce H.Grier Director, Region I U.S.Nuclear Regulatory Commission 631 Park Avenue King of Prussia, Pennsylvania 19406 SUSQUEHANNA STEAM ELECTRIC STATZON INTERIM REPORT OF A DEFICIENCY ON PIPE SUPPORTS WELDED TO THE CONTAINMENT LINER PLATE ERs 100450/100508 FILE 840-4/900-10 PLA-489 Dear Mr.Griers This letter serves to confirm information provided by telephone to NRC Inspector Mr.R.McGaughy by Mr.A.R.Sabol of PPaL on April 16, 1980.During that conversation, Mr.McGaughy was advised that the subject condition was under evaluation for reportability under the provisions of 10CFR50.55(e).
~MATLENGBRPOHERSYS8RCOPIESLTTRENCLEXTERNAL:
The deficiency results from the installation of small pipe supports on the Unit 1 containment liner plate and diaphragm slab liner plate without having , had the civil design group review the structural adequacy of the liner plate to support the hanger loads.Since the liner was designed only to provide a leak tight barrier, preliminary evaluation indicates that the installation of these added supports has resulted in local overstressing of the liner plate.Had this deficiency remained uncorrected it could have affected adversely the safe operation of the plant, and it is therefore deemed reportable under 10CFR50.55(e).
03LPOR24ACRS116104NSICJUyg019800TOTALNUMBEROFCOPIESREQUIREDLTTR48ENCL TWONORTHNINTHSTREET.ALLENTOWN, PA.I8'IOI'HONE:(2IS)821-SISINORMANW.CURTISVicePresideni-Engineering
This condition has been documented by Bechtel on MCAR 1-50, dated April 14r 1980.A corrective action plan is being formulated to provide for the review and modification of any existing hangers to preclude overloading the liner plate and for the establishment of criteria to be used in the future for the design of similar small pipe hangers.Since the details of this report provide information relevant to the reporting requirements of 10CFR21, this correspondence is considered to also discharge any formal responsibility PPGL may have for reporting in compliance thereto.ger O PENNSYLVANIA POWER 8 LIGHT COMPANY 8006 0 00+/I Mr.Boyce H.Grier May 29, 1980 We expect to issue a final report on the condition in January>1981.Very truly yours, N.W.Curtis Vice President-Engineering
&Ccnstructen 82I-5381May29,1980Mr.BoyceH.GrierDirector, RegionIU.S.NuclearRegulatory Commission 631ParkAvenueKingofPrussia,Pennsylvania 19406SUSQUEHANNA STEAMELECTRICSTATZONINTERIMREPORTOFADEFICIENCY ONPIPESUPPORTSWELDEDTOTHECONTAINMENT LINERPLATEERs100450/100508 FILE840-4/900-10 PLA-489DearMr.GriersThisletterservestoconfirminformation providedbytelephone toNRCInspector Mr.R.McGaughybyMr.A.R.SabolofPPaLonApril16,1980.Duringthatconversation, Mr.McGaughywasadvisedthatthesubjectcondition wasunderevaluation forreportability undertheprovisions of10CFR50.55(e).
&Construction FLW:mcb cc: Mr.Victor Stello (15)Director&ffice of Inspection 6 Enforcement U.S.Nuclear Regulatory Commission Washington, D.C.20555 Mr.G.McDonald, Director Office of Management Information a Program Control U.S.Nuclear Regulatory Commission Washington, D.C.20555 Mr.Robert M.Gallo U.S.Nuclear Regulatory Commission P.O.Box 52 Shickshinnyr Pennsylvania}}
Thedeficiency resultsfromtheinstallation ofsmallpipesupportsontheUnit1containment linerplateanddiaphragm slablinerplatewithouthaving,hadthecivildesigngroupreviewthestructural adequacyofthelinerplatetosupportthehangerloads.Sincethelinerwasdesignedonlytoprovidealeaktightbarrier,preliminary evaluation indicates thattheinstallation oftheseaddedsupportshasresultedinlocaloverstressing ofthelinerplate.Hadthisdeficiency remaineduncorrected itcouldhaveaffectedadversely thesafeoperation oftheplant,anditistherefore deemedreportable under10CFR50.55(e).
Thiscondition hasbeendocumented byBechtelonMCAR1-50,datedApril14r1980.Acorrective actionplanisbeingformulated toprovideforthereviewandmodification ofanyexistinghangerstoprecludeoverloading thelinerplateandfortheestablishment ofcriteriatobeusedinthefutureforthedesignofsimilarsmallpipehangers.Sincethedetailsofthisreportprovideinformation relevanttothereporting requirements of10CFR21,thiscorrespondence isconsidered toalsodischarge anyformalresponsibility PPGLmayhaveforreporting incompliance thereto.gerOPENNSYLVANIA POWER8LIGHTCOMPANY8006000+/I Mr.BoyceH.GrierMay29,1980Weexpecttoissueafinalreportonthecondition inJanuary>1981.Verytrulyyours,N.W.CurtisVicePresident-Engineering
&Construction FLW:mcbcc:Mr.VictorStello(15)Director&ffice ofInspection 6Enforcement U.S.NuclearRegulatory Commission Washington, D.C.20555Mr.G.McDonald, DirectorOfficeofManagement Information aProgramControlU.S.NuclearRegulatory Commission Washington, D.C.20555Mr.RobertM.GalloU.S.NuclearRegulatory Commission P.O.Box52Shickshinnyr Pennsylvania}}

Revision as of 04:25, 6 July 2018

Interim Deficiency Rept Re Pipe Supports to Containment Liner Plate.Installation of Supports W/O Having Civil Design Group Review Structural Adequacy Resulted in Overstressing Liner Plate
ML18030A112
Person / Time
Site: Susquehanna  Talen Energy icon.png
Issue date: 05/29/1980
From: CURTIS N W
PENNSYLVANIA POWER & LIGHT CO.
To:
References
840-4-900-10, NUDOCS 8006090311
Download: ML18030A112 (3)


Text

REGULATORY INFORMATION DISTRIBUTION SYSTFM (RIOS)pauli ACCESSION NBR:8006090311 DOCS DATE: 80/05/29 NOTARIZFD:

NO DOCKET¹FACIL:SO 3 usquehanna Steam Electric Stationi Unit ii Pennsylva 05000387 38 squenanna Steam Electric Stationi Unit 2i Pennsylva 05000388 AU)~AUTHOR AFFILIATION CUNTISgN~5~Pennsylvania Power 8 Light Co~REC IP, NAME RECIPIENT AFFILIATION

SUBJECT:

Interim deficiency rept re pipe supports to containment line~plate~Installation of supports w/o having civil design group review structural adequacy resulted in overstressing liner plate~DISTRIBUTION CODE: 8019S COPIES RECEIVED:LTR Q ENCL+SIZE: T I TLE.: Construction Deficiency Report (10CFR50~55E)NOTES: S~il/~REC IPIENT COPIES ID CODE/NAME LTTR ENCL ACTION: 14 P<<WuV'E'<20 LA L.4cJ g INTERNAL;1 REG FIL 08 MPA 10 QAB 13F IELD COOR/IE 17 AO PLANT SYS 22 DIR DPM AO/RCI/IE AEOD GEOSC IENCES BR I8C SYS BR MECH ENG BR STRUCT ENG BR RECIPIENT IO-CODK/NAME 15 BC Lcm~48 21 AO Q~g 02 NRC POR 07 EDO 8 STAFF 09 OEPY DIR DPM 11 STANORDS OKV 16 AO FOR ENGR 17 AD/CORESCON>T 23 GELD AD/SITE TECH DIRECTOR OSE HANAUKRiS~MATL ENG BR POHER SYS 8R COPIES LTTR ENCL EXTERNAL: 03 LPOR 24 ACRS 1 16 1 04 NSIC JUy g 0 1980 0 TOTAL NUMBER OF COPIES REQUIRED LTTR 48 ENCL TWO NORTH NINTH STREET.ALLENTOWN, PA.I8'IOI'HONE: (2IS)821-SISI NORMAN W.CURTIS Vice Presideni-Engineering

&Ccnstructen 82 I-5381 May 29, 1980 Mr.Boyce H.Grier Director, Region I U.S.Nuclear Regulatory Commission 631 Park Avenue King of Prussia, Pennsylvania 19406 SUSQUEHANNA STEAM ELECTRIC STATZON INTERIM REPORT OF A DEFICIENCY ON PIPE SUPPORTS WELDED TO THE CONTAINMENT LINER PLATE ERs 100450/100508 FILE 840-4/900-10 PLA-489 Dear Mr.Griers This letter serves to confirm information provided by telephone to NRC Inspector Mr.R.McGaughy by Mr.A.R.Sabol of PPaL on April 16, 1980.During that conversation, Mr.McGaughy was advised that the subject condition was under evaluation for reportability under the provisions of 10CFR50.55(e).

The deficiency results from the installation of small pipe supports on the Unit 1 containment liner plate and diaphragm slab liner plate without having , had the civil design group review the structural adequacy of the liner plate to support the hanger loads.Since the liner was designed only to provide a leak tight barrier, preliminary evaluation indicates that the installation of these added supports has resulted in local overstressing of the liner plate.Had this deficiency remained uncorrected it could have affected adversely the safe operation of the plant, and it is therefore deemed reportable under 10CFR50.55(e).

This condition has been documented by Bechtel on MCAR 1-50, dated April 14r 1980.A corrective action plan is being formulated to provide for the review and modification of any existing hangers to preclude overloading the liner plate and for the establishment of criteria to be used in the future for the design of similar small pipe hangers.Since the details of this report provide information relevant to the reporting requirements of 10CFR21, this correspondence is considered to also discharge any formal responsibility PPGL may have for reporting in compliance thereto.ger O PENNSYLVANIA POWER 8 LIGHT COMPANY 8006 0 00+/I Mr.Boyce H.Grier May 29, 1980 We expect to issue a final report on the condition in January>1981.Very truly yours, N.W.Curtis Vice President-Engineering

&Construction FLW:mcb cc: Mr.Victor Stello (15)Director&ffice of Inspection 6 Enforcement U.S.Nuclear Regulatory Commission Washington, D.C.20555 Mr.G.McDonald, Director Office of Management Information a Program Control U.S.Nuclear Regulatory Commission Washington, D.C.20555 Mr.Robert M.Gallo U.S.Nuclear Regulatory Commission P.O.Box 52 Shickshinnyr Pennsylvania