ML19322E274
| ML19322E274 | |
| Person / Time | |
|---|---|
| Site: | Browns Ferry |
| Issue date: | 03/07/1980 |
| From: | Mills L TENNESSEE VALLEY AUTHORITY |
| To: | James O'Reilly NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| References | |
| IEB-79-14, NUDOCS 8003270073 | |
| Download: ML19322E274 (18) | |
Text
7 f/() '
TENNEOCEE VALLEY AUTHORITY CHATTANOOGA. TENNESSEE 37401 O'
[
Aco 400 Chestnut Street Tower II gg March 7, 1980 Mr. James P. O'Reilly, Director Office of Inspection and Enforcement U.S. Nuclear Regulatory Commission Region II - Suite 3100 4
101 Marietta Street Atlanta, Georgia 30303
Dear Mr. O'Reilly:
7::
OFFICE OF INSPECTION AND ENFORCEMENT BULLETIN 79 RII:JPO i
50-259, -260, -296 - BROWNS FERRY NUCLEAR PLANT UNITS 1, 2, AND 3
'[3 5
Enclosed is the monthly status report for work related to IE Bullette 79-14 being performed at the Browns Ferry Nuclear Plant. This report presents the status of work as of March 1, 1980. If you have any questions regarding this matter, please get in touch with Jim Dome A at FTS 854-2014.
Very truly yours, TENNESSEE VALLEY AUTHORITY
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L. M. Mills, Man ger Nuclear Regulation and Safety Enclosure l
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l Cf 2 4CIAl, CCF't An Equal Opportunity Employer
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BROWNS FERRY NUCLEAR PLNIT IE BULLETIN 79-14 PROGRESS REPORT 1
MARCH 1980 l
SECTION A REPRESENTS OVERALL PERCENTAGE COMPLETION OF 79-14 AT BROWNS FERRY SECTION B REPRESENTS DRAWING CONFIGURATION INSPECTION SECTION C REPRESENTS PIPE SUPPORT INSPECTION t
SECTION D REPRESENTS FLOCR AND WALL PENETRATION INSPECTION SECTIONEREPitESENTSVALVEINSPECTION SECTION F ENGINEERING ANALYSIS e
9 e
)
Al I.*
Overall Percentage n
l ll-Mi1T 1 UNIT 1 UNIT 2 UNIT 2 1R11T 3 mitt 3
'j l SYST N ACCESSIBLE INACCESSIBLE ACCESSIBLE INACCESSIBLE ACCESSIBLE INACCESSIELE i'
Core 100%
100%
0%
93%
99%
100%
l Spray 6
l CRD 100%
100%
0%
0%
100%
100%
CSS Ring 1007.
NA 0%
NA 100%
NA Haader DW6 Torus
{
40%
i NA Purge 90%
NA 0%
NA j
Piping 0%
NA 100%
DifSpray NA 100% -
NA '.
Headers I
- 1 3
I Terus NA
\\
100%
NA d
0%
!!A 100%
Spray He'ade r I
DW Control NA 100%
- NA.
0%
NA 100%
Air EECW 50%
Nh
- 30%
NA 30%
NA i
's Fssdwater NA 100%
NA 0%
NA 100%
)
HPCI 100%
500%
, 0%
0%
100%
100%
i I
Main Stea:
NA 100%
' t4A 0%
NA 100%
RBCCW 35%
99%
0%
50%
10%
100%
RCIC 100%
100%
100%
0%
100%
100
--m%
I A2 '.
o
'f.
i.
Overall Percentage i i l
EiIT 1 EllT 1 mi1T 2 mi1T 2 ElIT 3 miIT 3 i l SYSTDi ACCESSIBLE INACCESSIBLE ACCESSIBLE INACCESSIBLE ACCESSIBLE I ' ACCESSIBLE l Recircu-l i, letion
'NA 100%
NA 0%
NA 100%
i.
l RHR 50%
100%
5%
50%
- 70%
100%
RHRStJ 100%
. NA 5%
NA 10%
NA
\\
RWCU NA 100%
NA 0%
NA
)
100%
Rx Drain NA 100%
NA 0%
NA 100%
1 i
\\
l Rx Head NA 99%
NA-0%
.NA 100:
Vant SGT 100%
NA
- 100%
NA 100%
NA i
"SLC 100%
1 0%
0%
100%
10%
100%
Radwaste 100%
'100%
- 60%
90%
100%
100%
l FPC 90%
'100%
l 0%
0%
100%,
100%
l I,
l 1
j**
B1 Dradtne Cearfre* *4na Tne-or*4--
i 1-I NO.
NO. WITH SIG:IFICA'iT NO.
.l UNIT SYSTEM INSPECTED DEVIATIO:is DEVIATIO:iS REPAIRED TO DATE l
I i i 1
0 0
0 2
0 0
0 3
3 0
0 5
0 3
CRD 2
1 0
CSS Ring i
1
.0 0
1 Header 2
CSS Ring 1
1 0
0 Header l
0 O
i DW & Torus 4
4 Purge Piping DW Spray I
1 Header 2
1 0
0 DW Spray 1
0 0
0 3
Header Torus Spray !
i..
1 Header 1
O O
O Torus Spray
/
3 Header 1
1 0
0 DW Control 1
Mr 1
0 0
0 DW Control 3
Mr 1
0 0
0 1
EECW 4
2 0
0 i
3 EECW 3
O 1
1
-.4.-.,
t 3
0-0 0
1 RC 3
3 0.
o w-3
T
}
j,,
- Drzving Configuration Inspeetion i
NO.
NO. WITH SIGNIFICANT NO.
UNIT.
SYSTEM INSPECTED DEVIATIONS DEVIATIONS REPAIRED j'
TO DATE 3
FPC 1
1 0
0 i
1 HPCI 2
2 0
0 i
?-
i 3
HPCI 1
1 0
0 4
1 Main Steam 2
0
'O O
f 3
1 0
0 1
l 1
RBCCW 5
5 13 13 1
l i
3 RBCCW 2
1 l
2 0
l, -
i 1
RCIC 4
3 0
0 i
f 2
RCIC 3
3 0
0 3
RCIC 4
3 0
0 i-1 Recirculation
,' 1 0
0 0
3 Recirculation 1
0 0
0 1
MLR 5
5 0
0' 3
MR 7
5 0
0 i
1' RHRSW 1
0 0
0 1
RWCU 2
0 0
3 RWCU 2
1 0
0 h
BJ Dr' awing Configuration Inspection
+
NO.
NO. WITH SIGNIFICANT NO.
1*
INSPECTED DEVIATIONS DEVIATIONS REPAIRED UNIT SYSTDI
-l TO DATE i
Radwaste Sump 1
'= Pump Discharge 3
3 10 0
Radwaste Sump
,j 3
Pump Discharge 1
0 1
0 I
Rx Drain 1
& Vent 1
1 0
0 Rx Drain 3
& Vent 1
1 0
0 l
l Rx Head I
O O
3 Vent 1
1 t
2 SGT 1
1 1
1 i
l i
3 SGT 1
1 l
0 o
I 1
SLC 3
1 0
0 3
SLC 1
1 0
0 e
g es =
l*
l f
es es>
0
. up no m
em sem a e 4
C1 1ipo Support InspGetion i
f f[!.
NO.
NO. VITH SIC:;IFICA'. i
. 0.
UNIT SYSTEM II;SPECTED.
DEVIATIO:;5 DEVIATIO:;S REPAIFIL TO DATE f
l.l 1
Core Spray 84 57 0
7 lI I
I CRD 11 8
0 0
i CSS Ring l
1 Headar 28 6
0 3
r 1
EECW 118 50 2
8 DU 6 Torus 31 0
0 5
1 Purge Piping DW Spray
'{
0 1
Header 2
0 0
g DW Control
}
1 Air
.1 0
0 0
1 1
Torus Spray 1
0 0
0 Header i
1 Feedwater 27 8
0 0
1 FPC 118 46 1
4 1
HPCI 63 42 0
19 1
Main Steam 85 8
0 0
1 Torus Ring Header 23 4
0 0
1 RBCCW 145 105 2
50-1 RCIC 57.
20 0
3 i,
i e
1 RCW 5
5 0
2 1
Recirculation 24 2
0 0
h
. C2.
' Pip 2 Support Inspection NO.
NO. WITH SIG:;IFICA'T
- lNO.
Uti1T SYSTEM ItiSPECTED.
DEVIATIO:;S DEVIATIO:;S REPAIRED TO DATE l
I 1
RRR 215 68' 2
50 m
1 RHRSW 41 30 5
11 1,
RWCW 15 3
0 0
Radwaste Sump 1
Pump Discharge 64 11 0
0 1
Rx Drain 16 11 1
0 l
0 1
SGT 24 5
0
'\\
1 SLC 57 17 0
1
~~.~,
1 O
b
=
OY
. aun e I
6 anap+
e e-M
L-Pip.a Support Inspzetion r
NO.
NO. WITH SIG:31 FICA!!T
_NO.
{
l UNIT SYSTE:t INSPECTED DEVIATIO: S DEVIATIO::S REPAIRED l
TO DATE I'
I 2
Core Spray 10 4
0 0-I
'l 2
EECW 18 10 0
2 e
ii I
2 HPCI 1
0 0
0 i
i 2
Torus, Ring lleader 3,
0 0
-0 1
I 2
RBCCW 19 18 0
0 1
l 2
RCIC 52 26 0
1 I
l l
2 RCW 2
2 f
0 2
I 2
MR 3
0 0
0 F
2 RHRSW 7
3 1
3 Radwaste Sump 3
2 Pump Discharge 40 8
0 0
1 f..
t 2
SGT 19 5
0 0
d t
F l
l m
=gm.#
v.-
6 r-.
y-.
J.
C4,
Pip 2 Si2ppart Inspretion
.l NO.
NO. WITH SIGNIFICANT NO.
UNIT SYSTEM INSPECTED DEVIATIONS' DEVIATIONS REPAIRED l-TO DATE 3
Core Spray 93 57 0
1 3
CRD 10 1
0 o
0 0
DW Spray 3
Header 2
0 0
0 Torus Spray 3
Header 0
0 0
0 DW Control 3
Air 4
0 0
0 9
3 Feedwater 36 7-0 8
3 EECW 102 38 2
5 3
FPC 30 30 1
1 3
HPCI 92 27 2
3
?
3 Main Steam 90 32 0
1 3
RBCCW 74 50 0
9 3
RCIC 56 26 0
5 3
RCW 1
1 0
1 3
Recirculation 53 7
0 0
~3 RHR 158 20 0
12 3
RHRSW 14 8
0 0
i 4
j..
CS l,
Pipe Support Inspsetion j.-
i l
NO.
!!0. tiITH SIG::ITICA';T
'h0.
^
- ,e m;IT SYSTEM II;SPECTED DEVIATIO
- ;S DEVIATIO;S REPAIPID j
TO DATE l
i 3
RWCU 13 4
0 1
Radwaste Sump i
3 Pump Dischargc 66 61 0
1 3
RX Drain 3
1 0
0 4
i 3
Rx Head Vent 4
0
'O O
l 3
SGT 15 5
0 0
i.
.t l
\\
i Ii I
t i
j 1
l l
J i
9 t
~
l 6
I t
I i
l t
"7 e
4 8
l 91 Floor and Wall Penetration Inspection l..
NO.
NO. VITH SIG!?IFICA';T NO.
',!l UNIT SYSTDi INSPECTED DEVIATIO:;S DEVIATIO;S REPAIRED
~
TO DATE l
a 1
Core Spray 15 0
0 0
2 Core Spray 1
0 0
0 3
1
. O
1 3
CRD 1
0 0
0 3
CSS Ring Heade :
1 0
0 1
0 t
k DW and Torus l
Purge Piping 3
0 0
O i 1 DW Control Air 1
0 0
0 i
i t'
3 D*J Control Air 1
0 0
0 1
EECW 4
0 0
0 3
EECW 3
0 0
0
?
3 Feedwater 2
0 0
2 a
3 FPC 1
1 0
0 I
1 HPCI' 13 3
0 0
1 3
HPCI 3
0 0
0
]
RBCCW 1
O 0
0 j
3 RBCCW 2
1 0
0 1
RCIC 11 0
O' 0
i I
I 8
l
m
~
D2 Floor and Wall Penetration Inspection I
n.
NO.
NO. WITH SIGNIFICA';I h h*0.
m;IT SYSTD1 INSPECTED DEVIATIONS DEVIATIONS REPAIRED TO DATE 2
RCIC 11 0
0 0
l~
+
3 3
RCIC 12 0
0 0
'l Recirculation 1
0 0
0 1
RHRSW 3
0 0
0 l
1 RWCU 1
0 0
1 0
S 3
RWCU 2
0 0
0 l
i3 Rx Drain 1
0 0
0 Radwaste Sump
'l Pump Discharge 2
0 0
0 Radwaste Sump
'2 Pump Discharge 1
0 0
0 Radwaste Sump 3
Pump Discharge 2
0 0
0 t.
3 Rx Head Vent 1
0 0
0 1
SLC '
1 0
0 0
l 1
i
?
l I
4 I
f t
1 9
i 4
F El a-valv2 Inspection NO.
NO. WITH SIGNIFICANT
NO.
l.
UNIT SYSTEM INSPECTED DEVIATIONS DEVIATIONS REPAIRED TO DATE i
l' l
i' Core Spray 63 1
0 0
1 2
0 0
0 3
Core Spray 62 0
0 0
i fe 3
1 1
CRD 3
0 0
0
-l t
3 CRD 3
0 0
0 LW and Torus 1
Purge Piping 9
0 0
0 l'
1 DW Control Air 5
0 0
0 l.
3 DW Control Air 5
3 0
l 0
1 EECW 40 2
0 0
2 EECW
/
2 1
0 0
3 EECW
/
27 2
0 0
j i
l 1
0 0
0 3
0 0
0 1
FPC 38 O
O O
3 FPC 38 0
0 0
i 1
RPCI 19.
2 0
O 3
BPCI 21 0
0 0
- f I
e I
j
F' l-2 Velva Inspection NO.
M11T SYSTDi INSPECTED DEVIATIONS DEVIATIONS REPAIRED TO DATE 3
0 0
0 1'
RBCCW 61 1
0 0
l_
2 RBCCW 20 0
4 0
3 RBCCW 43 2
0 0
~
1 RCIC 18 0
0 0
2 RCIC 15 1
0 0
3 RCIC 18 1~
0 0
t 1
Recirculation 6
0 0
0 3
Recirculation 6
0 0
0 1
RHR 89 3
0 0
2 MR 3
0 0
0 3
RHR 58 5
0 0
i 1
RWCU 6
0 0~
0 I
3
% RWCU 6
0 0
0 l
Radwaste Sump l
1 Pump Discharge 46 0
0
,0
\\
Radwaste Sump 2.
Pump Dischargo 26 0
0 0
Radwaste Sump 1
i 3
Pump Discharge 45 0
0 0
)
i..
a
p-o E3 j-Valve Inspection J.
~
)
i f*
NO.
NO. WITH SIGNIFICANT NO.
UNIT SYSTDI INSPECTED DEVIATIONS DEVIATIONS REPAIRED TO DATE 3
Rx Drain 2
0 0
0 t
3 Rx Head Vent 5
0 0
0 1
SGT 2
0 0
0 3
SGT 2
0 0
0 I
1 SLC 47 0
0 0
m g._
me w
/
es -
O k
W h eDmum 8
i
F
~
l l
a e
F.
ENGINEERING ANALYSIS l
1 The following explanation concerns a discrepancy identified since the February 1980 report and is provided to show the two levels of judgment used by TVA to resolve these discrepancies.
Furthermore, S
all safety-related systems will receive a final review and evaluation after the final inspection data packages are received.
Browns Ferry Unit 1 - Drywell Sump Pump Discharge Line to Radwaste Bulletin 79-14 Requirements k
The August 15, 1979, supplement to OIE Bulletin 79-14 requires that the significance of each nonconformance be determined by engineering judgment within two days followed by an analytical evaluation within 30 days.
Where either phase of the evaluation shows a potential safety problem TVA is required to meet applicable technical specification action statements including prompt reporting.
Two-Day Engineering Judgment The two-day engineering judgment cas that if support R-1, located on the drywell sump pump discharge line to cadwaste in unit 1, had been a seismically qualified support, the additional 10 missing supports on that line would not have affected containment integrity. Since R-1 was determined to be not qualified, containment integrity was judged to be in jeopardy. The February 21, 1980 report to the NRC reflected this judgment.
30-Day Analysis
- The followup analytical evaluation by TVA has confirmed the potential problem with primary containment integrity.
However, the analysis has shown the problem to be caused by one of the missing supports (No. 10), rather than R-1.
Support No. 10 is needed to limit pipe deflection that could idterfere with the operation of the containment isolation valves and support No. 10 shall be installed before startup of unit 1 from its current
- refueling outage.
- A rigorous analysis is performed within 30 days whenever the engineer has any doubt as to the validity of his two-day engineering judgment.
4 e.