ML20137Q947
| ML20137Q947 | |
| Person / Time | |
|---|---|
| Site: | Hope Creek |
| Issue date: | 01/29/1986 |
| From: | Joe Golla, Jerrica Johnson, Kucharski S NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I) |
| To: | |
| Shared Package | |
| ML20137Q938 | List: |
| References | |
| 50-354-85-65, NUDOCS 8602070136 | |
| Download: ML20137Q947 (7) | |
See also: IR 05000354/1985065
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U.S. NUCLEAR REGULATORY COMMISSION
REGION I
Report No.
50-354/85-65
Docket No.
50-354
License No.
CPPR-120
Licensee:
Public Service Electric & Gas Company
80 Park Plaza - 71C
Newark, New Jersey
07T61
Facility Name:
Hope Creek Generating Station
Inspection At: Hancocks Bridge, New Jersey
Inspection Conducted: December 23, 1935 to January _3,
1986
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Inspectors:
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S. Kucharski, Reactor Engineer
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J. Golla, Reacto/ Engineer
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J .h~ Johnson ,
Approved by:
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Operational Programs Section, 08, DRS
Inspection Summary:
Inspection on December 23, 1985 to January 3, 1986 (Report No. 50-354/85-65)
Areas Inspected:
Routine announced inspection including:
Integrated l eak Rate Test (ILRT) procedure review, ILRT witnessing and results
evaluation, QA/QC involvement, and tours of the facility.
The inspection
involved 115 hours0.00133 days <br />0.0319 hours <br />1.901455e-4 weeks <br />4.37575e-5 months <br /> onsite by two region-based inspectors.
Results: One violation was identified (closure of a containment isolation
valve by other than normal operation, paragraph 2.5).
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DETAILS
1.0 Persons Contacted
1.1 Public Service Electric & Gas Company (PSE&G)
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- A. Barnabei,
Principal QAE
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- W. Brammeier, QA Engineer
- R. Brandt,
Inspection Services Engineer
- J. Carter,
Startup Manager
- C. Churchman, Site Engineering Manager
- R. Donges,
Lead QAE
- G. Druffner,
Test Engineer
- G. Duncan,
Senior ISI Supervisor
- R. Gri f fith,
Principal QAE
B. Hicks,
Test Engineer
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- R. Johnson,
Site Engineer
- A.
Kao,
Principal Engineer
- S. LaBruna,
Assistant General Manager - HC0
- L. Lake,
ISI Engineer
- P. Landrieu,
Project Manager
- J. Lawrence,
Licensing Engineer
E. Maloney,
ISI Engineer
- M. Metcalf,
Principal QAE
- S. Riggle,
QA Engineer
- R. Salvesen,
General Manager - HC0
- S. Saundra,
Senior Operations Supervisor
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1.2 Bechtel Construction
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K. Wareham,
Engineer
1.3 Stone & Webster Engineering Corporation
H. Thickman,
Test Engineer
1.4 USNRC
- R. Borchardt,
Senior Resident Inspector
- Denotes those present at exit meeting on January 3,1986.
2.0 Containment Integrated Leak Rate Test
2.1 Documents Reviewed
PTP-GP-1,Rev.O, November 8,1985h~"PrimaryContainmentInte-
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grated Leak Rate Test (CILRT)"
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piping and instrumentation diagrams relevant to ILRT valve
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lineup
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calibration records for: 3 pressure gauges, 6 dewpoint hygro-
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meters,17 resistance temperature detectors, and 1 air flow
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meter
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containment volume fraction calculation
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ILRT related Technical Specifications
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instrumentation selection guide
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ILRT log of events
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QA/QC log
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ILRT data center log
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P-1000-1-GP-09, Rev. 0, December 10, 1985, Bechtel work plan /
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procedure record, " Leak Testing of Piping Systems, Test Proce-
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dure and Report"
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2.2 Scope of Review
The inspectors reviewed the above documents to ascertain compliance
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with the regulatory requirements of 10 CFR 50, Appendix J; Hope Creek
draft Technical Specifications; applicable industry standards and
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station administrative guidelines.
The inspectors witnessed activi-
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ties related to the ILRT and subsequent ILRT verification test. Also
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witnessed were structural integrity test (SIT) completion and drywell
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to torus bypass test.
The inspectors performed an independent calcu-
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lation of ILRT leak rate using PSE&G test data.
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2.3 Procedure Review
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The inspectors reviewed the ILRT procedure PTP-GP-1 for technical
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adequacy and consistency with regulatory requirements.
Review of
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the procedure's acceptance criteria, test methods and references
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indicate adequate conformance with 10 CFR 50, Appendix J.
The
inspectors reviewed the procedural valve line-ups for containment
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piping penetrations.
This review was performed to ensure that
systems were properly vented and drained to expose the containment
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isolation valves to test pressure with no artificial boundaries.
No unacceptable conditions were identified.
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2.4
ILRT Instrumentation Calibration
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Prior to performance of the test the inspectors reviewed the cali-
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bration records for the resistance temperature detectors (RTD's), dew
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point instruments, precision pressure gauges, and the verification
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test flow meter.
This review determined that Precision Pressure
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Gauge No. 2686 was not within the required 6 month calibration fre-
quency for ILRT instrumentation. Also, no records on the calibration
of the ILRT verification test flow meter were available.
The in-
spectors informed the licensee of these deficiencies which were then
promptly corrected before performance of the test.
The precision
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pressure gauge was recalibrated by PSE&G Nuclear Service Personnel
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and another air flow meter with current calibration was ootained.
The rest of the ILRT instrumentation was found to meet calibration
accuracy and frequency requirements.
Calibration standards used were
traceable to the National Bureau of Standards.
2.5 Test Performance & Control
The SIT, and drywell-to-torus bypass tests were performed within the
guidelines of the procedure. SIT completion involved pumping the
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containment to specific pressures to permit visual (soap bubble)
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examinations required to complete the primary containment ASME Code
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Section III acceptance pressure testing.
The purpose of the
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drywell-to-torus bypass test was to verify that the leakage from the
drywell to the suppression chamber which bypasses the downcomer vents
is within the acceptance criteria.
The ILRT of the containment is designed to test its leak tight
integrity. A problem with this test arose when a post test inspec-
tion by QA personnel of CIV's inside containment revealed a CIV with
it's clutch lever down.
This indicated that the clutch was engaged
and that the valve, instrument air valve No. KL-001 (HV-5148), was
closed by it's handwheel. Normal operation for this valve is accom-
plished by its motor operator.
Hand tightening of valves which are
normally motor operated may result in a tighter closure which can in-
hibit leakage through the valve and may cause a test result which
does not reflect the actual leak tight integrity of the containment
under accident conditions.
Although licensee QA personnel identified this problem it is consider-
ed a repetitive type of event; QA personnel had identified similar
findings prior to the initiation of the ILRT for which the appropriate
operations and test personnel had been made aware of and reportedly
corrected.
Therefore, it appears that additional corrective actions
are warranted in the area of procedural control of valve operations.
Closure of a CIV for an ILRT by other than normal means is a violation
of 10 CFR 50, Appendix J, Section III.A.I.(b) (50-354/85-65-01).
2.6 Test Chronology
See Attachment 1 to this report.
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2.7 Test Results Reviewed
2.7.1
The licensee evaluated the test results for the 24 hour2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> period
0421 December 31, 1985 to 0435 January 1, 1986.
The calculated
leakage rate at the upper confidence limit (UCL) was 0.181 WT.
%/ day. This was done using the mass point method.
The test
acceptance criteria based on 0.75 La is 0.375 WT %/ day.
The inspectors performed an independent calculation of the test
results using test data to compare with the licensee's leak rate
calculation. A comparison of licensee to NRC results is given
below. The units are WT %/ day, allowable is 0.375.
Licensee
Mass point method - 0.176, Calculated UCL - 0.181
Mass point method - 0.175, Calculated UCL - 0.179
The above values are subject to add-on local leakages from
valves that will be reworked after the ILRT.
Also, the total local leakage from instrument Air Valve No.
KL-001 (HV-5148) is planned to be added to the ILRT result as
previously detailed in paragraph 2.5.
This is the CIV which was
found to be manually closed.
This add on leakage will compen-
sate for any difference in leakagc through the valve which may
have occurred due to it being hand tightened instead of being
closed by its motor operator.
2.7.2
ILRT Verification Test
The ILRT was followed by a successful superimposed leak veri-
fication test.
The licensee imposed a leak of 0.470 WT %/ day on
the existing overall containment leakage.
This number repre-
sents approximately 1.0 La.
The test results were within the
acceptance criteria band.
The inspectors also verified these results by independert calcu-
lations. A comparison is given below. Again, units are con-
tainment air WT t/ day.
Licensee
Mass Point Band -
0.520 s 0.571 s 0.770
NRC - Mass Point Band - 0.520 s 0.591 s 0.770
These preliminary results indicate a successful ILRT.
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2.7.3
Drywell-To-Torus Bypass Test
The bypass leakage rate satisfied the acceptance criteria of a
drywell-to-torus differential pressure change of less than 0.25
inches of water per minute for 10 minutes.
2.7.4
SIT Completion
This test was performed by the licensee in conjunction with con-
tractor personnel (Becthel Construction) and was fully successful.
All weld joints within the test boundary were examined for leak
tightness and found to be acceptable.
No unacceptable conditions were noted.
3.0 Facility Tours
The inspectors conducted inspection tours independently both before and
during ILRT.
Examined during these tours were containment system bound-
aries, component tagging, and instrumentation to support the ILRT. During
these tours the inspectors observed licensee personnel checking for
evidence of leakage and inspecting containment boundaries.
No unacceptable conditions were noted.
4.0 Independent Calculations
The inspectors performed independent calculations of the containment
leakage and subsequent ILRT verification test. Details are included in
Section 2.7 of this report.
5.0 QA/QC Involvement
The inspectors observed QA/QC personnel monitoring the activities con-
cerning the SIT, ILRT, ILRT Verification Test, and Drywell-to-torus bypass
test. QA/QC personnel performed 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> surveillance of these activities
and were knowledgeable of test sequences and their responsibilities.
No unacceptable conditions were noted.
6.0 Exit Meeting
A meeting was held on January 3, 1986 with PSE&G/ Hope Creek management to
discuss the scope and findings of the ir spection as dalineated in this
report. At no time during this inspection was written information pro-
vided to the licensee.
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Attachment 1 to Report 50-354/85-65
Test Chronology
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DATE
TIME
ACTIVITY
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12/27/85
1315
Commenced final drywell walkdown
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12/23/85
0555
Commenced pressurizing w/ incremental hold
points for SIT completion
12/29/85
0045
SIT completed and results acceptable
12/30/85
2330
Commenced pressurizing for ILRT
2355
Commenced 4 hr. stabilization period
12/31/85
0421
Commenced ILRT
01/01/86
0435
Ccmpleted ILRT, realigning computer program
for the ILRT verification.
0800
Commenced verification test
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1200
Completed verification test
1245
Reviewed verification test data and found
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satisf actory results.
1335
Commenced depressurization
2310
Completed post test inspection of torus
exterior shell & supports. No deficient
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conditions noted.
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01/02/86
0114
Completed torus interior structural
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inspection.
No deficient conditions noted.
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0205
Commenced inspection of 17 motor operator
CIV's in drywell.
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0310
Inspection of 17 CIV's completed. One
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valve KL-001, HV-5148 was found to have
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manual operator clutch engaged.
0350
Commenced post ILRT drywell inspection
0607
Completed post ILRT drywell inspection.
No
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structural or equipment deficiencies noted.
2343
Commenced drywell-to-torus bypass test
stabilization.
01/03/86
0050
Commenced bypass test
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0112
Completed bypass test
0210
Orywell depressurized.
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