ML18030A112: Difference between revisions

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| issue date = 05/29/1980
| issue date = 05/29/1980
| title = 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
| title = 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
| author name = CURTIS N W
| author name = Curtis N
| author affiliation = PENNSYLVANIA POWER & LIGHT CO.
| author affiliation = PENNSYLVANIA POWER & LIGHT CO.
| addressee name =  
| addressee name =  
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=Text=
=Text=
{{#Wiki_filter:REGULATORY INFORMATION DISTRIBUTION SYSTFM (RIOS)pauli ACCESSION NBR:8006090311 DOCS DATE: 80/05/29 NOTARIZFD:
{{#Wiki_filter:pauli REGULATORY INFORMATION DISTRIBUTION SYSTFM           (RIOS)
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
ACCESSION NBR:8006090311           DOCS DATE:   80/05/29     NOTARIZFD: NO       DOCKET ¹ FACIL: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:==
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
Interim deficiency rept re pipe supports to containment line~ plate Installation of supports w/o having civil design
&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).
group review structural adequacy resulted in overstressing liner plate   ~
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
DISTRIBUTION CODE: 8019S T
&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}}
COPIES RECEIVED:LTR     Q   ENCL +
I TLE.: Construction Deficiency Report (10CFR50 ~ 55E)
SIZE:
NOTES: S~il/~
REC IPIENT         COPIES            RECIPIENT          COPIES ID CODE/NAME         LTTR ENCL        IO-CODK/NAME        LTTR ENCL ACTION:     14   P<<WuV'E'<                         15 BC  Lcm~    48 20 LA L.4cJ   g                        21 AO  Q~g INTERNAL;     1 REG   FIL                         02 NRC POR 07 EDO 8 STAFF 08 MPA                                  09 OEPY DIR DPM 10 QAB                                  11 STANORDS OKV 13F IELD COOR/IE                        16 AO FOR ENGR 17 AO PLANT SYS                        17 AD/CORESCON>T 22 DIR DPM                              23 GELD AO/RCI/IE                              AD/SITE   TECH AEOD                                    DIRECTOR OSE GEOSC IENCES BR                        HANAUKRiS~
I8C SYS BR                              MATL ENG BR MECH ENG BR                            POHER SYS 8R STRUCT ENG BR EXTERNAL: 03 LPOR                     1            04 NSIC 24 ACRS                 16   1 JUy g 0 1980 TOTAL NUMBER OF COPIES       REQUIRED   LTTR     48   ENCL 0
 
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 safe operation of the plant, and         it         it could have affected adversely the 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}}

Latest revision as of 00:47, 22 October 2019

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
PENNSYLVANIA POWER & LIGHT CO.
To:
References
840-4-900-10, NUDOCS 8006090311
Download: ML18030A112 (3)
v • d • e


Text

pauli REGULATORY INFORMATION DISTRIBUTION SYSTFM (RIOS)

ACCESSION NBR:8006090311 DOCS DATE: 80/05/29 NOTARIZFD: NO DOCKET ¹ FACIL: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 T

COPIES RECEIVED:LTR Q ENCL +

I TLE.: Construction Deficiency Report (10CFR50 ~ 55E)

SIZE:

NOTES: S~il/~

REC IPIENT COPIES RECIPIENT COPIES ID CODE/NAME LTTR ENCL IO-CODK/NAME LTTR ENCL ACTION: 14 P<<WuV'E'< 15 BC Lcm~ 48 20 LA L.4cJ g 21 AO Q~g INTERNAL; 1 REG FIL 02 NRC POR 07 EDO 8 STAFF 08 MPA 09 OEPY DIR DPM 10 QAB 11 STANORDS OKV 13F IELD COOR/IE 16 AO FOR ENGR 17 AO PLANT SYS 17 AD/CORESCON>T 22 DIR DPM 23 GELD AO/RCI/IE AD/SITE TECH AEOD DIRECTOR OSE GEOSC IENCES BR HANAUKRiS~

I8C SYS BR MATL ENG BR MECH ENG BR POHER SYS 8R STRUCT ENG BR EXTERNAL: 03 LPOR 1 04 NSIC 24 ACRS 16 1 JUy g 0 1980 TOTAL NUMBER OF COPIES REQUIRED LTTR 48 ENCL 0

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 safe operation of the plant, and it it could have affected adversely the 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

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