ML20236S610
| ML20236S610 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon |
| Issue date: | 09/25/1984 |
| From: | Bishop T NRC |
| To: | AFFILIATION NOT ASSIGNED |
| Shared Package | |
| ML20236S530 | List: |
| References | |
| FOIA-84-743 NUDOCS 8711250280 | |
| Download: ML20236S610 (30) | |
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September 25, 1984 I
Dear Mr.
[Allpg5/gt/-/y7)
SUBJECT:
AI. LEGATION RV-84-A-0023 d
This refers to our memorandum dated February 2,1984, which indicated that we had requested that our inspectors look into your concerns regarding fire stop foam installation practices at PC6E's Diablo Canyon Nuclear Power Plant site as
]
documented in that memorandus.
i i
Our inspection regarding this matter has been completed and our findings are
. documented in the enclosed reports.
This concludes the Regional Staff's I
activities regarding this catter.
t I would like to explain that the finding " unsubstantiated" does not necessarily mean that we find the facts as you stated them to be untrue, rather it means only that we were unable to obtain objective evidence to i
corroborate your statecents through interviews, document reviews and/or direct observation.
We appreciate your informing us of your concerns.
We feel that our actions in this matter have been responsive to those concerns; however, should you have further questions regarding this matter, please feel free to contact me.
Please be assured that we will continue to perform inspections to ensure that fire stop foam installation procedures are properly followed at nuclear power plants to protect the health and safety of the public.
Sincerely, For.
. Bi op, Director
.Division of Reactor Safety and Projects Information in this record was deleted in accordance with e Freedom,ot Information d
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PROBLEM STATEMENT
(
Allegation No(s): 154 ATS No(s)':
l BN(s):
f This document lists (or directly references) each aY1.egation or
_ concern brought.to the attention of NRC personnel. ~ $he purpose
- of this statement sheet is to assure that ALL points raised 'by
-the alleger are covered.
"I f the' problem statement is not clear as to
- who, what,
- where, when, of why regarding the issue, the commentary section will amplify the statement.
The commentary section will airo be used if there is apparent conflicting information or if there is NO or very little original information available which describes the concern (s).
( This can occur if, for example, a one line concern was received in an interview).
PROBLEM STATEMENTS (use extra sheets as necessary)
ALLEGATION #
VERBATIM STATEMENT OR REFERENCE 154 Staff chacterization statement:
QCP-9,
" Installation and Inspection of Stud and Shell Concrete Anchors",
drilled holes are not inspected by QC prior to anchor installation; Angularity cannot be accurately checked after anchor installation.
This problem statement was prepared from the results of interviews.
See interview sheets Information in this record was deleted in accordance with the ftp/'p e
sfior ct, exemp(iorjs (# f
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COMMENTARY FotA.
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Date This Statement was Completed I
Technical Reviewer Signature 12
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/,MI 3 THE HOWARD P. FOLEY COMPANY umu 9 m m m mueauermm =
ENGINEERING DISPOSITION REQUEST ay 95TL.4 1
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s R. IV/l5PN/T CAA'A'iA'G-LY 26 1983
, C NffDNAAt 5057FCT: EDR 9658 j
THE LJ6EDF FLAT W4.WER(5) LM! DER THE ANCHDR NUT I5 NOT MANDATDKt' UNLESS.5Pfd/f/ED ON DRALWA'6.5.
FLA T' WA.SHERS HA Y BE USED FDR LEVELING IF SURfA&E UNDER A TTALH/A!6 MEAIBER IVARRAA'TS /7.
LDLK IVAAHEA.S UNDEX' ANLHOR A'u TS ARE ND T NELESSBKY.
FLR 7 IVASHER(5) mal' EE USED UNDER AA'CHDR Wu T(5), EUT SHALL NDT BE 5 TACXEZ7, T100 OR MCRE, FDR THE PURPDSC DF THREKD D'6AGEfMA'T.
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700ER B@ S CHEX3ED INSPECTION REPORT q
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l OUTSIIE WE3t2EER REQ.
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DISCREPANCY IMSCRIPIION CORRECTIVE ACTION 'EMDI
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- REMARKS:
e O.C. ACCEPTMCE DA2E CLERICAL HPF/ABIR 1T-7-33 '
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Leces;ber 16, 29El
~
RE:
OCP-9 " Installation 474 Inspection 'of :5tue and
'i Shell Coner ate.A.n.,e.n.or.s",
t
- l*here has been some.:enfussen rega.rding the inspection 1,
~,
l requirements equired per OC3'-1 The following is a l
g clarification of thene paragrapor which are causing concern.
8 l
l Parseraph 4.2.1. "2:' 'a hole cannot be drilled to the correct depth (i.e. :.f reinforcing stee1 *.is encountered while drilling) a nes hole shs".1 he dri,1ied.. Reinforcing steel shall not be cut withou't specific ~ written. s
~
autho.rization t.rou.s.P dC.& E4...-NT5e ihteW iof'th. i's..-.paragra ph a
- .. i s t o g i ve c. 3 ea..r di rec t,i o. n.'a.tc.*er.he......
..a drilling.g.a.n. -
craft.sm
.e. wha t - t o'-d..o. + --.
when e. -.~..-encountering reher dura.eg,,.. s -
e *
,; JRt'.. s.e.
~,.. not -a. hold -
ior'O.C.'.Inspe.*:tign[@.j J.,;;4Ef-[.jfof.j.))y.y;"-j,.;,,-
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Ja r's n'ra'pI Yb N..Anb.. oi...k. o).ts urf a c e as cl os e ' a 1.1.'-..d.,.
-r.
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t be accepted if t.h.ey;ha.ve a '.d. e. a : s on. t(a ngl e.'o.f...'Rol es.
. pend. ic,61ari...
nce).
cannot;.~*
. ?incide.
greater than 3 degr.ees.'.'Th.e?
2 give clear l direct.io.n. 'to.the c. ":is r.
a t 'Jef. ;.
,g-t rc hsman
- thi. s' par.agraph,.is}to This angle w....n. s tFv.s.11.%e. an.
. as to w
.1 acceptable ' angle of s ncidence.'.
. ll.be: inspected i
by 0.C. af t er ' ins tall a tion',.s!' deef anchor.by%h'urf a'e'nt ' of ; *
~
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the angle of the an,c?.or.
S e e 3.s ra g ra ph ',4.*2. 4.'1 (g.W * ***
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'Ho3 es.for Jax cuncion an'cho. rs."s,h11 'b'e drt13ed to the correc t depth sy :r.g tools and equipment THE suitab3e to the job'.
. A d ep t. ;.ng e s ha l,1 be u s ed on t h e S
IWARD P. FOLEY equipment to ensure c orrect helse depth.# The intent of this COMPANY P*#*8'*Ph I' ** 81'*
"h' 'Y"f ' " " di'***I*".and tools t be used to ensure proper. depth of- !.e hole.--~
~ ~ ~ ~
Parseraph 4.2.8 "Drs11ed anght,r holes shall be cleaned of all debris prior to sn'sta13stic.e. of the anchor." Intent of
,th:s paragraph is to give ers.f t c:rection as to cleaning j
pr:or to insta21stier of the <n: hor.
a terath 5.1 - States that ": * ** of 4
- 1 ancher s on each tr.:::.* 1atten sha*1 b :nspec:c= rer :he "A:tr:bu:es" 3: stet
- r ::r:n EFT /ALITs.
The inter:
.= tha: :nese a::ributes car.
tal := antpected and co.: : ented af:gr :he :nera1 *n::n sr:
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NUCLEAR POWER FuBT
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STUD AND SHELL CONCRETE EXPARSION ANCHORS.v.'
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THE nr...
HOWARD P. FOLEY
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ENGINEERING MANAGER COMPANY F 0 *05 m.
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DAN... 'E /0 -A B AVM.A SEACH CAUF.
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aj QdALITY DIRECTOR
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,4.2'.11 Shall (flush') f
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- anchor being set.? -
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.g 4.2.12 Nin%nn embedment for. stud anchors shallg7 9-be determined in Table 5 of this rocedure of".ae j
, E.:
directed PG&E.
e wedge type anchor's ik to th 4.2.
a to 7
the-) roper embedment.
With the fixture snug.
.g ;
tighten the-nut to a: finger tight conditioet.-
p,::"
,. Tighten the nut from the finger tight condition
. to set the anchor.:.-
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4~ 2.14 Drive.. stud type anchors 'to the bottaan o[/ -
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Expand anchor with the proper tools. (reference.'
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Para. 4.1.2.1),
f.f 4.2.1(Where applicable, concrete anchor /4ir fy 4cs 9/
'.s Ne connection to surface may be replaced with the wr
/$lc following:
' p.s..
+
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Bolted connection to embedded unistrut (size
<d'.
E ~..'
of bolt to be same as anchor)
~
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b). Thru-bolti~ to Class-1 concrete block walli5' i
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Stud welded to Containment steel liner (stud (see Detail'S-68)
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c) to be same as anchor) per the requirements of i
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Drawing 055030, Note 9, 29, and QCP-5A.
1 fME 5.
DOCUMENTATION
/
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' 100 percent of a/.
5.1'./
'o' HOWARD P. FOLEY shall be inspected for the " Attributes" listed on Form.'.l' ll' anchors on each insta11stion /
COMPANY
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