05000278/LER-1979-039-01, /01T-0:on 791130,engineering Review Per IE Bulletin 79-02 Identified 16 Supports Associated w/1-inch Control Rod Driveline Insert & Withdrawal Piping as Not Being Seismically Qualified.Caused by Inadequate Design

From kanterella
(Redirected from ML19256G140)
Jump to navigation Jump to search
/01T-0:on 791130,engineering Review Per IE Bulletin 79-02 Identified 16 Supports Associated w/1-inch Control Rod Driveline Insert & Withdrawal Piping as Not Being Seismically Qualified.Caused by Inadequate Design
ML19256G140
Person / Time
Site: Peach Bottom Constellation icon.png
Issue date: 12/14/1979
From: Cooney M
PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To:
NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I)
Shared Package
ML19256G136 List:
References
LER-79-039-01T, LER-79-39-1T, NUDOCS 7912270510
Download: ML19256G140 (1)


LER-1979-039, /01T-0:on 791130,engineering Review Per IE Bulletin 79-02 Identified 16 Supports Associated w/1-inch Control Rod Driveline Insert & Withdrawal Piping as Not Being Seismically Qualified.Caused by Inadequate Design
Event date:
Report date:
2781979039R01 - NRC Website

text

etc > OHM JLA is

.su ta.i n..oe..

F7H

, Unit.3 LICENSEE EVENI' REPORT hport No. 3-79-39/1T CONiaoloLOco l i

I I

1 1 IQ (PLEASE PRWT OR TYPE ALL REQUIRED NOHMHOM l

6 lahj le l A l P lB lS l 3 lh 010l 10 l 0l 010l 0 l - 01 0 l@l 4 l 1 l 1 l 1 l 1 l@l l _j W 8 9 LlCENSEE COoE 14 15 LICENSE NUMSER 2%

26 L4 CENSE TYPE JG

'57 CA3 51' CON'T

" ls LL_J @ l0 l5 l 01 -l 012 17 18 l@l1l1 3 l o l 7 19 l@ll_j li lh 17 l 9 k) f, Lo.L'J H0 S

60 Si ooc 3(ET NUMSER 6tl 49 EVENT DATE F4 M

REPORT DATL EVENT DESCRIPTION AND PRO 8ABLE CONSEQUENCES h l An engineering review of vendor design associated with Bulletin 79-02 j

o 2 o

l identified a total of 16 supports associated with Unit 31" CRD insert

.)

@ l and withdrawal piping as not being seismically qualified. A review indi-1 cates that the lines involved would not break during a seismic event and

_]

o s lois! l if a failure occurred the CRD system would operate within design limits.

I I

g I

gi 7

se su'sS"o'of sScEEE

'I![o'E

    • $5 sSc' Sot CoucoNENT coos C

g R IB @ d h W h l SI Ul Pl Ol Rl Tl h [lj h bLj h 7

8 9

10 13 12 13 18 19 20 SE OuE N16 AL OCCUHHfNCt REPORT HL k l5'ON LE pino EVENTYEAR REPORT NO CODE TYPE No h atg l28 7

9 l-l 10 13 19 l/l 10 1l l Tl l_1 LO_J o

22 23 24 26 27 28 29 30 31 31 TA N T

T ET HOUH5 58 : TD FOA u.

Li MA F

HEH

. jh LA_j@ Mh l7 Ol 1 21 0 [Y_j @

[_N_j@

[A_j@

l R l 1 l h 10 @

$[34 Z

30 3

40 41 42 43 44 4r 33 36 CAUSE DESCRIPTION AND CORRECTIVE ACTIONS lil0ll The design difficiency was a result of inadequate initial de-I 1

g,, p,j l sign. For the 16 supports identified, appropriate structural members I

g l were reinforced and some additional members installed to elistinate any 7

] l overstressed condition during a seismic event. All modifications were I

g,m c1 A,ed by 12/11/79 prior to the Unit 3 startup.

j so 9

[$ t(i$.

% P0vvtH oTHER h T A IUS D6 C t Y UthCOVLHY QEbCHIPitON

! Il Bjh l0 l715 l@l NA l

[_D_jhl NRC Bulletin 79-02 l

Ho i2 n

a 42

,,,, g,,,

dELEASED OF HE LE ASE AMOUNT of ACTIVITV LOC AllGN OF RELEASE I

[~Ji] [ zj @ lz lhl NA l

1 NA 66 9 10 11 44 45 lid en<,,,P,,eN h 1645 005 I' t H NO4N T L i m e'.",UH E S

~.,

.e Q)>]l010l0lh W hi NA 3D y _

_ T}M D

D

' ~ " '

,o.,oNNEL N.u',iin onCn.PnON@

Jwo

'J~ Q NoMu R NA j

liil101010l@l U"

p H 9 11 17 7912270 8/ O

@ j W @l NA l

TYPL f)Ett 4 PT ON l

e

,o PUB L ICI TY N H C. Uhl UNLY J

OkSCRIP TION NA

/d i

llIlllllIIllll assygp [N_jhl 7 o cs i> 9 so -

g'ffg f 7/LLA f s

,, 9 io W J. Cooney/

(215) 841-5020 PHONE:

o NAME OF PREPARER,