ML20154P999
| ML20154P999 | |
| Person / Time | |
|---|---|
| Site: | Sequoyah  |
| Issue date: | 05/06/1988 |
| From: | Jape F, Lenahan J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION II) |
| To: | |
| Shared Package | |
| ML20154P990 | List: |
| References | |
| 50-327-88-09, 50-327-88-9, 50-328-88-09, 50-328-88-9, IEB-80-11, IEIN-85-045, IEIN-85-45, NUDOCS 8806060153 | |
| Download: ML20154P999 (9) | |
See also: IR 05000327/1988009
Text
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UNITED STATES
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NUCLEAR REGULATORY COMMISSION
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101 MARIETTA STREET,N.W.
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ATLANTA, GEORGI A 30323
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Report Nos.:
50-327/88-09 and 50-328/88-09
Licensee: Tennessee Valley Authority
6N38 A Lookout Place
1101 Market Street
Chattanooga, TN 37402-2801
Docket Nos.:
50-327 and 50-328
License Nos.: OPR-77 and DPR-79
Facility Name: Sequoyah 1 and 2
Inspection Conducted:
January 25-29, February 16-18, March 2,10 and 14-17,
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Inspector:
J. J. Lenahang//
Date Signed
C /4 M I
Approved by:
fa-sh
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F. Jape, SectiWChf'ef
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Da'te Signed
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Test Programs Section
Division of Reactor Safety
SUMMARY
Scope:
This routine, unannounced intpection was in the areas of the snubber
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surveillance program, piping thermal expansion. IEN 85-45, tasting of the
main steam safaty relief valves, IEB 80-11, and licensee action on a previous
inspection finding.
Results:
Two violations were identified.
Installation of Improper Bolts
During Modification of the Movable In Core Flux Mapping System, Paragraph 8,
and Improper Storage of Quality Assurance Records, Paragraph 9.
8806060153 880517
ADOCK 05000327
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REPORT DETAILS
1.
Persons Contacted
Licensee Employees
L. D. Alexander, Modification Group B Supervisor
- L. Bryant, Mechanical Maintenance Engineering Supervisor
J. Casey, Mechanical Maintenance Engineer
C. R. Farreau, Snubber Engineer, TVA Nuclear Maintenance Division
- B. T. Hensley, Restart Test Unit Supervisor
- M. K. Jones, Restart Test Manager-
- G. B. Kirk, Compliance Licensing Manger
R. Landis, Modification Engineer
- W. H. Lee, Civil Engineer
K. Mogg, Supervisor, Civil Eningeering Unit, Office of Engineering
P. C. Murray, Engineering Aid, Mechanical Maintenance
- R. W. Olsen, Modification Manager
T. Sanders, Mechnical Engineer, Maintenance
W. Snathers, Unit Supervisor, Civil Engineering Unit
P. B. Turner, Modifications Engineer
- C. H. Whittemore, Licensing Engineer
Other licensee employees contacted included civil, mechancial and startup
engineert.
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Other Organizations
- D. Hale, Restart Test Engineer, Stone & Webster
' R. Rhiner, Stress Anc.lyst, Gilbert Associates
NRC Resident Inspoctors
K. Jension, Senior Resident Inspector
P. Harman, Resident Inspector
M. Branch. Senior Resident insepctor
- Attended exit interview
2.
Exit Interview
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The inspection scope and findings were summarized on March 17, 1988, with
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those persons indicated in paragraph 1 above. The inspector described the
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areas inspected and discussed in detail the inspection findings.
The
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following new items were identified.
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a.
Violation 327, 328/88-09-01, Installation of- Improper Type of Bolts
During Modifications of the Movable Incore Flux Mapping System,
Paragraph 8.
b.
Violation 327, 328/88-09-02, Failure to Take Prompt Correction
Action in Regard to Improper Storage of Quality Assurance Records,
Paragraph 9.
The licensee did not identify as proprietary any of the material provided
to or reviewed by the inspector during this inspection.
Dissenting
comments were received from the licensee regarding violation item 327,
328/88-09-02. These comments are further discussed in Paragraph 9.
3.
Licensee Action on Previous Enforcement Matters
(0 pen) Unresolved Item 327/86-24-02, Load Ratings of Mechanical Snubbers.
The inspector examined procedure SMI-0-317-28, Collection of Name Plate
Data for Mechanical Snubbers.
This is the procedure used to determine
locations (pipe supports) where Pre-NF snubbers are installed in Unit 1.
The inspector examined the data collected as of the inspection date.
Approximately 400 Pre-NF snubbers have been identified.
Due to lost or
misplaced design calculations for some Unit 1 pipe supports, the licensee
is re-constructing the missing calculations.
The Pre-NF snubbers will be
evaluated during this redesign effort to determine if any Pre-NF supports
need to be replaced-with a NF snubber.
The inspector examined Sequoyah
Design Criteria No. SQN-DC-V-24.2, Supports for Rigorously Analyzed
Category I Piping.
Review of the design criteria and discussions with
responsible design engineers disclosed that the design capacity of the
Pre-NF snubbers used for faulted load is twice the load rating on the name
plates (i.e. twice the normal rated load).
The ir,spector questioned
licensee engineers regarding the basis of these values. These discussions
disclosed that the snubber manufacturer, Pacific Scientific, proviJed the
design data in a September *,1987 letter to TVA in which they stated
that the Pre-NF snubbers had a one-time load ca;acity of twice the rated
load and that this value could be used for faulted loads.
The inspector
questioned the meaning of a one-time load and whether this in acceptable
for use in design.
The inspector will examine the basis for these design
loaos in a future inspection.
UNR 327/86-24-02 will remain open pending
completion of the Unit 1 pipe support redesign effort.
4.
Unresolved Items
Unresolved Items were not identified during this inspection.
5.
Snubber Surveillance Program - Unit 1 and 2 (70370)
The inspector examined procedures and quality records related to the
snubber surveillance program and inspected snubbers on safety-related
piping systems.
Acceptance criteria utilized by the inspector appear in
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Technical Specification (TS) 3/4.7.9.
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a.
Review of Snubb:r Surveillance Procedure (Units 1 and 2)
The inspector examined the following procedure which control Unit 1
and 2 snubber surveillance activities:
(1) Surveillance Instruction SI-162.1, Visual Examination of
(2) Surveillance Instruction SI-162.2 Snubber Functional Testing
(Hydraulic and Mechanical)
b.
Inspection of Snubbers:
(Unit 2)
The inspector performed a visual inspection of selected snubbers
installed on safety-related piping systems inside the Unit 2
containment building.
This inspection was conducted while the
reactor coolant system was at ambient temperature and during the
heatup process to normal operating temperature.
During the inspec-
tion, the inspector verified that the snubbers were not damaged, and
that attachment of the snubbers to the supporting structure and
piping was secure.
c.
Review of Quality Records:
(Unit 2)
The inspector performed a detailed review of the -results of
functional testing conducted on Unit 2 safety-related mechanical
Three of 71 snubbers tested in the initial lot failed to
meet the snubber functional test acceptance criteria.
Therefore,
in accordance with TS 4.7.9.f, an additional lot (first subsequent
lot) equal to one-half of the initial sample size was selected for
functional testing.
One of these snubbers failed to meet the
functional test acceptance criteria.
However, no additional samples
were selected for testing since the TS permits one test failure in
ecch subsequent test lot. The inspector examined the functional test
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performed on snubbers placed in locations (pipe supports) where the
previous functional test was not acceptable and verified that all
snubbers placed in these locations had been tested.
The inspector
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also examined calculation titled SI-162.2 Evaluation, Problem No.
N2-SI-162.2-MISC.
This calculation was performed to determine if
inoperable snubbers adversely affected the components restrained by
the snubbers per the requirements of TS 4.7.9.g.
Results of the
calculation indicated that the load imposed on the components by the
inoperable snubbers were well below design allowable limits.
Within the areas inspected, no violations or deviations were
i denti fied.
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6.
Testing of Main Steam Safety Valves Unit 2 (Module 61701)
The inspector examined the test procedure and results of testing and
setting of the Unit 2 main steam s=.fety relief valves.
A portion of
the actual valve testing was ' witnessed by the NRC resident inspectors.
Acceptance criteria utilized by the inspector appear in Technical
Specification 3/4.7.1 and a NRC letter dated October 23, 1987, to TVA
clarifying commitments pertaining to _ relief. valve testing.
The licensee
coniitted to test all 20 main steam safety relief valves.
The inspector
examined Surveillance Instruction SI-111, Testing and Setting of Main
Steam Safety Valves, Revision 8, and Instruction Change Forms
ICF 88-360,88-445, 88-580, and 88-603. The ICFs were written to change Revision 8 of
SI-111 and will be incorporated into the next general procedure revision.
The precedures cover relief valve testing requirements including prereq-
uisites, test holdpoints, precautions, special test equipment, detailed
test instructions, test acccptance criteria, data sheets, and test
equipment calibration requirements.
The inspector examined the test
results.
The lift setting of 15 of the valves was within the test
acceptance criteria and Technical Specification limits when initially
tested.
The remaining five were slightly outside the plus or minus one
percent tolerance when initially tested and required minor adjustments to
be within the specified lift setting limits.
Initial test results versus
specified test range of the five valves which did not meet the specified
range on the initial test are summarized below
Summary of Main Steam Relief Valve Tests Which Fell Outside of Acceptance
Range
Valve Nu.nber
Specified Test Range (psig)
Initial Test Results (psig)
2-1-513
1066.23
- 1087.77
1064.5
2-1-515
1091.97
- 1114.03
1087.7
2-1-517
1053.36
1074.64
1081
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2-1-527
1053.36
- 1074.64
1053.2
2-1-526
1105.83
- 1128.17
Erratic Data, but
Slighty Low
The above deficiencies were documented on test deficiency numbers, ON-1
through 0N-5.
Within the areas inspected, no violations or deviations were identified.
7.
Thermal Expansion Test Unit 2
(70370)
During a previous inspection, the inspector reviewed the thermal expansion
test procedures and the results of inspections conducted by the licensee
to identify potential interferences which could restrict movement of
piping systems during heatup to normal operating temperature. The results
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of this inspection are sunmarized on Page 20 of NRC Inspection Report Numbers
50-327/87-73 and 50-328f 87-73.
During the current inspection the
inspector walked down variots piping systems in the reactor building,
examined the potential interferences, and reviewed the licensee's actions
to correct these interference while the reactor coolant system was at ambient
temperature.
The inspector also examined the crossover leg whip
restraints while the temperature of the reactor coolant system was at
450 F.
The clearance
requirements for the whip restraints are specified
on Drawing Number 48N430RZO, Structural Steel Equipment Supports, Cross-
over Leg Restraints.
The gap for one of two of the Loop 2 restraints
was less than the specified clearances.
This problem was corrected by
removing a shim in the support and reinstalling a new shim fabricated to
meet the specified clearances.
The new shim was fabricated based on
dimensions obtained during several gap measurements made at various
intervals during heatup to 535 F.
The inspector accompanied licensee
engineers and walked down selected piping systems when the reactor coolant
system was at normal operating temperature.
Examination of the eight
crossover leg whip restraints showed that gaps between the piping and
the restraint met the specified criteria.
Two minor interferences were
detected by licensee personnel. The inspector examined the interferences.
One of these occurred on relief line piping on top of the Loop 2 steam
generator, and another occurred in small diameter RC piping adjacent to
the Loop 3 reactor coolant pump.
The licensee was in process of repairing
these deficences at the conclusion of the inspection.
Within the areas inspected, no deviations or violations were identified.
8.
IE Information Notice 85-45, Fotential Seismic Interaction Involving the
Movable In-core Flux Mapping System Weld in Westinghouse Design Plants
ItN 85-45 provided information to licensees regarding possible interaction
during a seismic event between the nonsafety-related portions of the flux
mapping system and the seal table in Westinghouse designed plants event.
The potential interactions existed because portions of the flux mapping
system that had been seismically designed were located directly above the
incore instrumentation tubing and seal table.
In a letter to TVA dated
June 7, 1988, Westinghouse recommended that TVA investigate this problem.
The licensee performed a design evaluation of the movable incore transfer
device and determined that it should be restrained from moving during a
scismic event.
ECN L6447 was issued to add seismic restraints to the
movable incore transfer device.
This modification consisted of replacing
5/16 inch diameter bolts of unknown properties
with 3/4 inch diameter
A-325 high strength bolts, replacing 3/8 inch diameter bolts of unknown
properties with 3/8 inch diameter A-193, bolts, and adding two seismic
res traints .
The modification was implemented under Work Plan Number
11672.
Two additional seismic restraints were added under ECN L6548.
This modification was implemented under Work Plan 11929.
The inspector
examined the completed modifications on the Units 1 and 2 Seal Tables and
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the quality records documenting completion and inspection of the modifica-
tions. Examination of the completed modifications disclosed 12 A-307 bolts
had been installated in the Unit 2 seal table and eight A-307 bolts were
installed-in the Unit i seal table in locations where WP 11672 called for
A-325 bolts.
Also, the quality records documenting installation and QC
inspection of the bolts indicated that the type of bolts specified on the
drawings had been installed.
The . failure to install the correct bolts
when completing the seal table modification and the failure of the QC
inspectors to identify the discrepancy was identified to the licensee as
Violation Item 327, 328/88-09-01, Installation of Improper Type of Bolts
During Modification of Movable Incore Flux Mapping System.
This violation
involved failure to control safety related materials (bolts), installation
of the wrong type of bolts by the craf t personnel, and an inadequate
inspection of the completed modification by QC inspector personnel.
The
licensee implemented immediate corrective action by replacing the 12 A-307
bolts in the Unit 2 seal table with A-325 bolts.
These bolts were
installed under Work Request B 273600.
The inspector examined the
modification and verified that the A-307 bolts had been replaced with
A-325 bolts.
The A-307 bolts in the Unit 1 seal table will be replaced
prior to restart of Unit 1.
9.
(0 pen) IE Bulletin 80-11, Masonry Wall Design - Units 1 and 2
IEB 80-11 was previously inspected during inspections documented in
NRC Inspection Report Nos. 50-327/81-05, 50-328/81-04, 50-327/86-24 and
50-328/86-24.
The inspector examined supports which were added to two
walls in the Unit 1 and 2 Elevation 690 Sample Rooms.
This work was
specified by ECN L5703, and implemented under WP 11952.
Two additior.al
sample room walls were removed par ECN 6741 under WP 12178. .The inspector
examined quality records attached to WP 11952 which document inspection of
the
modifications and traceability of materials used for the modifica-
tions.
Inspections included reviewing the installation of expansion
anchors, weld fit up and the completed welds.
During exaraination of WP 11952, the inspector noted that this document,
and approximately 200 others were stored on open shelves in Trailer 9.
The storage facility provided by the trailer does not meet the licensee's
QA Procedure NQAi III, Section 4.1 and referenced ANSI N45.2.9-1974 which
requires quality assurance records to be stored in facilities which will
protect the records from possible destruction by causes such as fire,
flooding, tornadoes, insects, rodents, and extreme variation in tempera-
.ture and humidity.
The Trailer 9 storage facility did not provide the
required protection for records.
Further discussions with licensee
personnel disclosed that a similar problem was initially identified by the
licensee's QA staff in an audit conducted in the Spring of 1986.
CAR 86-024 was issued on May 12, 1986, to document and disposition this
problem.
In an attempt to correct the CAR, licensee personnel had
identified improper storage of the records in Trailer 9 as an item needing
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resolution.
However, questions as to what constitutes a "QA record" have
delayed implementation of corrective actions.
The inspector identified
the failure to promptly correct CAR 86-024 and the improper storage of QA
records (work plan packages) stored in Trailer 9 as Violation item 327,
328/88-09-02, Failure to Take Prompt Corrective Action in Regard to Improper
Storage of Quality Records.
During the inspection and exit interview,
members of the licensee's staff disagreed with the inspector concerning
the violation.
This disagreement was based on fact that TVA does not
consider a document to be quality record until the final signature is made
on the cover-sheet of the llP. The signature lacking was that designating
that updated ("As-Built") drawings had been completed to show
implementation of the modification.
In response to CAR 86-024, the
licensee revised NQAM III, Section 4.1, to cover temporary storage of
"In Process" records.
The revised procedure (Revision 2 to NQAM III,
Section 4.1) was issued and became effective on December 31, 1987.
Appendix 8 of' the revised procedure gives guidelines for control of
in-process QA Document.
The guidelines state that in-process records can
be stored in facilities which do not meet the requirements ANSI N45.2.9
for up to 30 days. The 30 day limit from the effective procedure date had
been exceeded by 13 days on February 12, 1988, when the inspector
initially identified the problem.
Licensee personnel stated to the
inspector that the Appendix B of NQAM III Section 4.1 is only a suggested
guideline and thus is optional.
In response to the inspector's concern,
the licensee relocated the records to a concrete structure on or about
February 16, 1988, which was to serve as a fire resistant storage facility
meeting the requirements of ANSI N45.2.9.
This structure had been under
construction in response to CAR 86-024 and was to serve as a long term
storage facility.
The inspector examined the new storage facility on
March 15, 1988.
This examination disclosed that this facility did not
meet the "suggestions" of Appendix B to NQAM III, Section 4.1, or the
requirements of ANSI N45.2.9.
The new facility lacked a fire suppression
system, the doors to the "vault" had a 2 to 3 inch gap under them when
they were closed and thus humidity was not controlled, and records were
not protected from rodents or fire since the records were still stored on
open shelves in the new facility.
These actions document further the
inadequate and delayed corrective action to CAR 86-024.
The inspector's
basis for citing this item as a violation was the fact that documents
attached to the WP document physically completed modifications to various
safety-related structures, systems, and components.
These documents
contain quality assurance records which furnish evidence of activities
affecting quality, e.g. completed inspections, material traceability and
control of special process.
The inspector agrees with the licensee that
"in-process" documents are difficult to store in approved facilities while
work is in progress, and that some relaxation of the storage requirements
is necessary during completion of plant modifications under the work
plans.
However, the majority of the quality assurance records stored in
the trailer had been there in excess of six months, and there is evidence
that some had been stored there for up to one year pending completion of
"as built" drawings to update plant drawings.
The fact that the final
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authorized signature had not been affixed to the work plan cover sheet to
indicate completion of the total work plan, does not negate the importance
of preservation of the individual documents (quality assurance records)
within the work plan packages.
Prior to this inspection, NRC personnel identified an IDI deficiency
pertaining to missing masonry block wall calculations.
During resolution
of this problem, the licensee identified a construction deficiency where
angles supporting the top of the block wall had been omitted during
construction.
CAQR SQT88-0177 was written to document and correct this
problem.
Discussions with licensee personnel disclosed that the angles
had been installed on the walls considered critical to restart of Unit 2.
Installation of the remaining angles is proceeding under WP0000-04.
The
licensee is reanalyzing the block walls to recontruct the missing
calculations.
Review of the new calculations is being performed by
personnel from the NRC Office of Nuclear Reactor Regulation and Office of
Special Projects.
IE Bulletins 80-11 will remain open pending review of the design
calculations and closeout of WP0000-04.
10. Temporary Instruction (TI) Closeout (Units 1 and 2)
(Closed) Temporary Instruction (TI) 2500/16 - Inspection to Determined if a
Potential Seismic Interaction Exists Between Movable Incore Flux Mapping
System and Seal Table at Westinghouse Designed Facilities of Similar
Design.
This TI defined the NRC inspection requirements for IE
The inspector completed the inspection
requirements detailed in the TI during this inspection (see Paragraph 9).
A Violation Item 327,328/88-09-01 was identified pertaining to the movable
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incore flux mapping system modification.