ML17296A999
| ML17296A999 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  |
| Issue date: | 09/24/1980 |
| From: | Van Brunt E ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR |
| To: | Spencer G NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION V) |
| References | |
| 10CFR-050.55E, 10CFR-50.55E, ANPP-16428-BSK, NUDOCS 8010020446 | |
| Download: ML17296A999 (4) | |
Text
REGULA Y
INFORMATION DISTRIBUTIO SYSTE ACCESSION NBR: 8010020006 DOC ~ DATE.: 80/09/2Q NOTARIZED FACIL:STN-50-528 Palo Ver de Nuclear Stat jonP Uni t ii Ari STN-50-529 Palo Verde Nuclear Statjoni Unjt 2P Arj STN-50-530 Palo Verde Nuclear Stationi Unit 3< Ari AUTH'AME AUTHOR AFF IL'I ATION, VAN BRUNTiE.E ~
Arizona public Service Co.
RECIP ~ NAME RECIPIENT AFFILIATION SPENCERPG
~ ST Region 5P san Franciscoi Reactor con M (RIDS)
NO DOCKET zona Publi 05000528 zona Publi 05000529 zona Publi 05000530 struction 8 Engineer
SUBJECT:
Interim deficiency rept re loose bushings on Corner 8
Lade Sway strutsPSizes 1 3.Struts are being located 8 identified by Bechtel Const. Deficient struts will either be repaired or replaced. Final rept will be submitted by 801121
'ISTRIBUTION CODE:
B010S COPIES RECEIVED:LTR Q ENCL'. 4 SIZE:
TITLE: Constr uct ion Deficiency Report (10CFR50
~ 55E)
NOTES:Standardized Plant.
Standardized Plant.
Standardized Plant.
05000528 05000529 05000530 RECIPIENT ID CODE/NAME ACTION:
A/D LICENSNG 04 LEEPJ
~
06 INTERNAL: AD/RCI/IE 17 ASLBP/J.HARD EDO L STAFF 19 HYD/GEO BR 22 LIC QUAL BR 12 NRC PDR 02 PR T
REV 13 EG F
01 DEV 21 COPIES LTTR ENCL 1
1 1
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1 1
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1 RECIPIENT ID CODE/NAME SCHWENCERPA ~
. 05 KERRIGANP J ~,
07 AEOD 18 D/DIR HUM FAC15 EQUIP QUAL BR11 IEE 09 MPA 20 OELD 21 QA BR 10 RUTHERFORD P 'Il. IE COPIES LTTR ENCL" 1
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1 2
2 1
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1 EXTERNAL: ACRS NSIC 16 08 16 16 1
1 LPDR 03 1
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~ seo TOTAL NUMBER OF COPIES REQUIRED:
LTTR 40 ENCL 00
ARlZCNAMUCH~ POMMER PRQJECT Post Office Box 2168PPhoenix, Arizona 85036 September 24, 1980 ANPP-16428-BSK/JAR U. S. Nuclear Regulatory Commission Region V
Walnut Creek Plaza Suite 202 1990 North California Boulevard Walnut Creek, California 94596 Attention:
Hr.
G.
S.
- Spencer, Chief Reactor Construction and
.Engineering Support Branch
Subject:
A 50.55(e) Potentially Reportable Deficiency Relating to Loose Bushings on Corner
& Lada Sway Struts, Sizes 1,
2 and 3
Interim Report File:
80-019-026
Reference:
Telephone Conversation between R.
Dodds and B.
S. Kaplan on August 28, 1980 (DER 80-23)
Dear Sir:
The.NRC was notified of a potentially reportable deficiency in the referenced telephone conversation.
At that time, it was estimated that a determination of reportability would be made within thirty (30) days.
Due to the extensive investigation and evaluation required, an interim report is attached.
It is now expected that this information will be finalized by November 21, 1980, at which time a complete re-port will be submitted.
. Very truly yours",
I
(
~
Q Q~
E.
E. Van Brunt, Jr.
APS Vice Presi'dent Nuclear Projects ANPP Project Director EEUBJr/BSK:skc Attachment
U. S. Nuclear Regulatory Commission Attention:
Ifr. G.
S.
- Spencer, Chief ANPP-16428-BSK/JAR September 24, 1980 Page 2
CC:
Victor Stello, r.,
D rector Offfce o=f='InspecLfon and E=nfo cement U. S. Nuclear Regulatory Commission Washington, D. C.
20555 A. C. Gehr Snell
& Wilmer R. L.
D. B.
W. E.
J. H.
A.
C.
J. A.
W. H.
W. G.
W. J.
J.
E.
R.
f~f.
R.
W.
D. R.
Robb Fasnacht Ide Allen Rogers Brand Wilson Bingham Stubblefield Bashore Grant Welcher Hawkinson
INTERIH REPORT POTENTIAL REPORTABLE DEFICIENCY ARIZONA PUBLIC SERVICE COiiPANY (APS)
PVNGS UNITS //1,
//2 AND 83 I.
Potential Problem After Bechtel's receipt of the Callaway/Wolf Creek 10CFR 50.55(e) report concerning Corner
& Lada Sway Struts, dated July 24,
- 1980, an inspection was initiated to re-view the Sizes 1,
2 and 3 sway struts delivered to the PVNGS jobsite.
The following conditions have been identi-fied as potential deficiencies:
1.
Loose bushings in Size 2 and 3 sway struts at, the pipe clamp end can result in the paddle becoming completely disengaged from the bushing, causing a 3/8" gap between paddle and pin.
2.
Existence of a 3/8" gap between the paddle and pin during a seismic event, may result in piping and/or piping welds being over-stressed due to movement of the piping system.
II.
A roach To and Status Of Pro osed Resolution The subject sway struts which have been received and/or installed are being located and identified by Bechtel Construction.
The Corner
& Lada Field Representative will meet with Bechtel Construction to review the sway struts and to agree upon the disposition of this condi-tion.
The corrective action plan will be either repair or replace any deficient sway struts that are found following established Nonconformance Report (NCR) pro-cedures.
III.
Pro ected Com letion of Corrective Action and Submittal Date of the Final Re ort The inspection results and NCR P-A-1038 disposition is forecast"to be completed by November 1,
1980.
The final report will be submitted November 21, 1980.