ML17296B210
| ML17296B210 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  |
| Issue date: | 02/04/1981 |
| 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-17230-BSK, NUDOCS 8102170344 | |
| Download: ML17296B210 (10) | |
Text
i s'
REGULATORY
~ "IFORMATION DISTRIBUTION SY M (RIDS)
ACCESSION NOR:8102170344 DOC ~ DATE: 81/02/04 NOTARIZED:
NO DOCKET FACIL:50 S29 Palo Verde Nuclear Station~
Uni t 2~
Ai izona Publ ice 05000529 AUTH ~ NAME AUTHOR Af FIL1ATION VAN &RUNTIER,ED Arizona Puhlic Service Co ~
RECIP NAM4 RECIPIEN t AFFILIATION SPENCER,C.S, Region Si San Francisco~
Reactor Construction L Engineer
SUBJECT:
pinel deficiency rept re reber reinforcement required by
/RAN/i i
drawing not included in containment placementiinitially reported on 810108 'ebar were installed above original location within next placement L properly anchored, oisTRisuTzuN coot: sotcs copiss sscsivso:tyR
/sNct / szzs:g TITLE:: Construction Deficiency Report (10CFR50
~ 55E)
NOTES:Standardized
- Plant, 05000529 ACTION:
INTERNAL:
l<EC I P IENT 10 CODE/NAME A/0 LICh.NSNG 04 LEh pJ ~
06 AD/RCI/IE 1/
f)/DIP HUM FAC1S h.DU L STAF I 19 AYb/GEO BH LIC QUAL HR 12 NRC PDR 02 f'ROC/TS'l HEV 01 STANDRDS DEV 21 COPIES C.TTR ENCL 1
1 1
1 1
1 1
1 1
1 1
1 1
RECIPIENT ID CODY/NAME MIRAGLIA g F ~
05
'KERHIGAA,J.
07 ASLBP/J ~ HARD DIRi DIV OF LIC EQUIP QUAL UR11 ILE 09 MPA 20 GELD 21 QA SR l4 RUTHERFORDpH ~ IE COPIES LTTR ENCI 1
1 1
1 1
1 l.
i i
1 1
EXTERNAL: ACHS ASLC 16 08 16 16 1
1 LPDR 03 TOTAL NUMBER OF COPIES HEQUIRh,D:
LTTR 39 ENCL 39
4 1
l I
V gt f,l ff
cmzmmm
>:(>>>>mmmm sm>>>>>>mes ammr>>>>>>ww P. O. BOX 2I666
~
PHOENIX, ARIZONA 65036 February 4, 1981 ANPP-17230-BSK/JAR Attention:
Hr.
G.
S.
- Spencer, Chief Reactor Construction and Engineering Support Branch U. S. Nuclear Regulatory Commission Region V
Walnut Creek Plaza Suite 202 1990 North California Boulevard Walnut Creek, California 94596 e
egg/(p)"
s
Subject:
Final Report A 50.55(e)
Reportable Condition Relating to Rebar Reinforcement Required by Drawing Not Containment Placement File:
81-019-026; D.4.33.2 Additiona Tncluded in
Reference:
Telephone Conversation between J.", Eckhardt and B.
S. Kaplan on January 8,
1981 (DER 80-.45)
Dear Sir:
Attached, is our final written report of the reportable deficiency, under 10CFR50.55(e) referenced above.
Very truly our E. E. Van Brunt, Jr.
APS Vice President Nuclear Projects ANPP Project Director EEVBJr/BSK:skc Attachment
~>>
~40 LLJ CD C >In~
I>>
(n'>>'
In 5I
~
1 1
~,iw J'~$ J 'sf~+
0 U. S. Nuclear Regulatory Commission Attention:
Mr. G.
S.
- Spencer, Chief ANPP-17230-BSK/JAR February 12, 1981 Page 2
cc: lictor Stello, Jr., Director)
Office of Inspection and Enforcement U.
S. Nuclear Regulatory Commission Washington, D. C.
20555 A. C. Gehr Snell
& Wilmer R. L.
D. B.
W. E.
A. C.
J.
M.
J. A.
W; H.
W; G.
W. Z.
R. L.
R.
W'.
D.
R.
Robb Fasnacht Ide Rogers Allen Brand Wilson Bingham Stubblefield Patterson Welcher Hawkinson
J I
1
FINAL REPORT REPORTABLE DEFICIENCY 50.55(e)
ARIZONA PUBLIC SERVICE COMPANY (APS)
PVNGS UNIT f!2 I.
Descri tion of Deficienc The referenced drawing for the Fuel Building specifies three (3) //10 additional rebar reinforcement below the beam at Elevation 167'-6" on the south exterior wall, between column lines FA and FD.
These additional rebar were not included in Placement 2F025 T.O.C., Elevation 167'-6".
A review of this deficiency indicates that it is an isolated case attributed to oversight.
II.
Anal sis of Safet
'Im lication This condition is considered reportable since if left uncor-
- rected, the wall could possibly experience localized over-stressing under seismic conditions;
- however, an analysis was not performed since the condition was being corrected to a level equivalent to the original design.
III.
Corrective"Action The required additional rebar were installed above the original location within,.the next placement and properly anchored by extending into the'est wall and By development length beyond the required point at the east end on the south wall.
This repair disposition for the referenced NCR provides a condition which meets the pro]ect design requirements.
The dispositioned NCR C-F-2339, attached, includes a repair sketch for installing the additional rebar.
Since this is an isolated
- case, additional corrective action to prevent recurrence is not required.
4 I
~
~ I
'<'clt" I
I I '
~
al r
r
~ r r
~r
~ 4W
'Fj r
];<
e
~
e PZe%
g
&Ega~~
SR
~M~~
M%5%
~
5S R i i.
~
~ )
~
~
j re rr;~r ~
g I 'I' i
)
I I
f J
/
.i
'(iP~i'a
~ r
C