ML20080G958

Provides Resolution for Loose Bolts on Structural Steel Found During NRC Const Assessment Team (Cat) Insp.Item Considered Closed.Related Info Encl

ML20080G958
Person / Time
Site:	Palo Verde
Issue date:	09/26/1983
From:	Forrester R ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR
To:	Ide W ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR
Shared Package
ML20080G796	List: ML20080G835 ML20080G862 ML20080G893 ML20080G932 ML20080G958
References
FOIA-83-598 83-C-87-RDF, NUDOCS 8402140052
Download: ML20080G958 (3)

Text

r Ad. 9 Arizona Public Service Company

0 box 21t% + **10ENtx. ARIZONA 6503',

QUAllTY ASSURANCE DEPARTMENT OA Document No. 83-C-87/RDF Audit Report No.

DATE: 26 September 1983 TO. W. E. Ide F R O'A : R. D. Forrester

SUBJECT:

Loose bolts on structural steel Resolution for the loose bolts on structural .ateel found by the NRC CAT Inspection is as follows:

BPC Quality Assurance using marked-up drawings inspected the following areas per WPP/QCl 58.0, Erection of Structural and Miscellaneous Steel--

Auxiliary Building Elevation 100', Areas A1B, A1A Elevation 120', Areas A2A, A2B Containment Building Elevation 100', Areas CIA, C1B, CIC, C1D Elevation 140', Areas C3C, C3D One bolt in Containment Col. No. 12 did not have full ,

thread engagement. NCR No. CC-4337 was written.

I BPC Quality Assurance inspection findings determined the loose bolts found by the NRC to be an isolated case. This item is closed.

407mt R. D. Forrester RDF:19 l

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How Discovered: NRC CAT Audit !!o. @ Other Inneection O !!ot Reportable O ni r tio. ._

Orga.ization Responsible: Date Discoverec: Date Reply Due: g Bechtel 9/7/83 9/21/83 Initiator (s): Controlling Docu=ent: Discussed With:

D . M. Holt;[o 1. 10 CFR 50 Appendix B Part V.2 J. Black v'

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/' 2_ 13-CM-307 Design Installation and Testing of Concrete Anchors G. Martin Recuiremen:: " Instructions, procedures, or drawings shall include appropriate quantative or qualitative acceptance criteria for determining that important activities have been satisfactorily accomplished."

-)es:ri;:tica of Aaverse Ccadition: Contrary to the above, no acceptance criteria exists for

" Group D" (13-C:1-307) Anchor Systems, when expansion anchors are less ~ than " minimum edge" distance from existing embeds (unistrut, plate, etc.)

(Minimum edge distance is defined in 13-CM-307.)

Rzec:= ended Corrective Action:

1. Provide acceptance criteria for " Group D" (13-CM-307) Anchor Systems when expansion ~ ~

anchor is less than minimum edge distance from existing embeds.

2. Evaluate existing " Group D" installations and rework / reinspect as necessary. This applies to Units 1, 2, and 3.

Cerrective ' Action - Includin;; Action to Prevent Recurrence: (See Back of For2)

Prepared By: Authorized By: _ Date:

Corrective Action Cvaluation:

Co- ents Acceptable Not Acceptable Verification Required Yl:S NO Evaluator: Date:

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Cc- ents Acceptable Not Acceptable Evaluator: Date:

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? .l'ene.ing lines on all sta contain cat pressure t ransattters were few d copped of f im*Id_.J n.. . j j . . ant a i n wr.t . - This renJered the t ran. st aters inog crable and put the plant outside C f Il g'

' '[ L.C.O. 7.s. _3.5.c in that the z.Inisen et.annels required for ht-contef onent pressere

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g safety injecties actuatten and hi-hi enetain. seat pressure for centainment spray and j '

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,j g anNerson and steam Ifne isolution res.afned operable. There was me forect te hblic _

j y j health'or safety during the period the transetttters were imoreraile.

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- f Suarc-1.nk if ttings sir.fler to all other vents eso drains store.Ily required te d es nn i t .. ,

[pubsemuent to lest rate' testing. Cepr' were 1.stediately ve::eved. Ti,e local Ir.at ratej

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. u s e i ne.c r.t . Tnis renJered the t ranssitta rs Inog crable and put the plant ov's !de t f l 4 l

T.S. 3.5.c in t hat the minimes channele required for h!-sontsic=ent pr es sure j :

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( safety injectica actuatica and hi-h1 containneet pressure for ce'ntalmrefit spray a*f _j } l _

l ste,a= line isolation were u.at available, tedundant inttruneetation for,pefety . . ;.

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.i rubsequent to leak rate testing. Czps were instediately reseved. Ylee local It a'- rete _.,,,j i testinr procedure will he unraded and the penetrat tens togtes to prevent it.t vre e-c u- .:

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