IR 05000410/1985025
| ML17054B920 | |
| Person / Time | |
|---|---|
| Site: | Nine Mile Point  |
| Issue date: | 09/27/1985 |
| From: | Linville J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I) |
| To: | |
| Shared Package | |
| ML17054B919 | List: |
| References | |
| 50-410-85-25, NUDOCS 8510080104 | |
| Download: ML17054B920 (52) | |
Text
U.S.
NUCLEAR REGULATORY COMMISSION
REGION I
Report No.
85-25 Docket No.
50-410 License No.
CPPR-112 Priority Category A/B Licensee:
Nia ara Mohawk Power Cor oration 300 Erie Boulevard S racuse New York 12302 Facility Name:
Nine Mile Point Unit 2 Inspection At: Scriba New York Inspection Conducted:
Jul
1985 to Au ust 30 1985 Inspectors:
R.A.
Gramm, Senior Resident Inspector J.M. Grant, Reac r Engineer Approved by:
Linvi11
, Chief eactor ojects Section 2C, RP Date Ins ection Summar Ins ection on Jul
1985 to Au ust 30 1985 Re ort No.50-410/85-25
~l:R i
i i bh i
i k
ties, procedures and records relative to the equal ity Performance Management Program, instrumentation components, piping and pipe supports, hydrostatic testing, diesel generator testing, and reactor pressure vessel internals records.
The inspector also reviewed licensee action on previously identified items and performed plant inspection tours.
The inspection involved 187 hours0.00216 days <br />0.0519 hours <br />3.091931e-4 weeks <br />7.11535e-5 months <br /> by the inspectors.
Results:
No violations were identified.
85i0080104" 851003'
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DETAILS Project Or anizations Nia ara Mohawk Power Cor oration NMPC Stone and Webster En ineerin Cor oration SWEC General Electric Com an GE ITT-Grinnel 1 Industrial Pi in Inc.
ITT Johnson Controls Inc.
JCI Reactor Controls Inc.
RCI Plant Ins ection Tours The inspector observed work activities in-progress, completed work and plant status in several areas during general inspection tours.
Work was examined for any obvious defects or noncompliance with regulatory require-ments or license conditions.
Particular note was taken of the presence of quality control inspectors and quality control evidence such as inspection records, material identification, nonconforming material identification, housekeeping and equipment'preservation.
The inspector interviewed craft supervision personnel, and quality inspection personnel in the work areas.
Observations are noted below:
The inspector observed in process installation work activity on pipe support BZ-71ANG.
The support was a large bore ASME Class 2 hanger.
The inspector reviewed the work package and associated engineering documents.
The inspector had no further questions.
The inspector observed work activity on the Hydraulic Control Units (HCUs).
The work included replacement of scram inlet valve teflon seats with tefzel and replacement of other o-rings.
The inspector reviewed the following documents:
Drawing 158B7630P005, work request 3669, and Field Deviation and Disposition Report KGl-0250.
The inspector had no further questions.
The inspector observed that within Power Generation Control Complex (PGCC)
panel H13-P642 a cable had been disconnected without a temporary modifi-cation tag.
The cable was identified as
TO AC-241/P4/From AC,TB-4.
The inspector asked the licensee if the cable disconnection had been properly controlled.
The licensee was unable to determine how the cable was disconnected.
The involved circuit was a non-safety related cable.
The licensee performed additional visual inspections of other panels.
Three other cables were found improperly disconnected.
Deficiency reports E04151, E04152, E04153, E04154 and temporary modification 85-08-160 were generated to document the hardware problems.
A Project Information Notice (PIN) 69 was issued to re-establish access controls for the control room
t
1 f
I I I \\
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areas to preclude further unauthorized work activities.
Based upon the licensee corrective actions, and determination that the cable was non-Class IE, the inspector had no further questions.
The inspector reviewed the NMPC audit program described within guality Assurance Procedure (gAP) 18. 10.
The licensee has established an allega-tion handling program for site personnel.
The inspector was informed that the guality First program was not covered by the audit program.
Based upon further discussions, the licensee committed within letter gA851547 to perform a formal audit of the guality First Program.
The inspector had no further questions.
The inspector met with licensee guality Assurance management to discuss the use of the Corrective Action Report (CAR).
The inspector reviewed the use of the CAR as a graded deficiency document for isolated or generic deficiencies.
The inspector had no further questions.
The inspector identified apparent visual damage to the Diesel Generator No. 1 exhaust expansion bellows.
The inspector was informed that Noncon-formance and Disposition (NKD) report 10,341 and Deficiency Report MO1190 had previously documented the bellows damage.
The inspector had no further questions.
The inspector reviewed Specification P301C.
ITT was directed to record the piece mark number location for the downcomer installations.
The inspector met with ITT personnel to discuss the method of tracking the downcomer mark numbers'nstallation documentation records were also reviewed.
The inspector had no further questions.
The inspector obtained an NRC list of 10 CFR Part 21 reports that apply to Nine Mile Point Unit 2.
On February 14, 1985, Morrison-Knudsen sent.a
CFR Part 21 report in regards to the HPCS diesel generator lube oil pressure switch operation.
The inspector was provided FDDR KG1-4208 that directs a rework of the lube oil system to ensure proper operability.
On May 13, 1985 Brown Boveri reported a deficiency with K-line Circuit Breakers Model numbers OD-4 and OD-5.
The inspector was provided Non-conformance and Disposition (N&D) report 12,856 that documents site inspection of the affected breakers.
Based upon licensee knowledge and disposition of the
CFR Part 21 notifications, the inspector had no further questions'he inspector reviewed the GE Environmental (}ualification (Eg) Report Book C11 Volume 1 for Magnetrol level switches.
A Preventive Maintenance (PM)
program was described to maintain qualification of the level switches.
The inspector reviewed specification SM01 PM requirements for the RCIC system instrumentation.
Specification SM01 did not include the PM items defined within the Eg report.
The inspector was presented Action Items E-E10, E-Ell and E-E13 from the recent SWEC Engineering Assurance audit.
The audit had identified generic problems with the PM program interface
with the EQ program.
As the licensee has previously identified this problem and has developed appropriate corrective actions, the inspector had no further questions.
As identified in section 3. l. of this report, the inspector identified a
NMPC open audit finding that had been generated prior to the NRC Construc-tion Appraisal Team inspection exit which has not been closed.
The licensee has provided further correspondence to Region I regarding the closure of GE related open audit findings.
The inspector will review the closure of NMPC open audit item 20-01.
(85-25-01)
No violations were identified.
3.
Licensee Action on Previousl Identified Items a.
(Closed)
CONSTRUCTION DEFICIENCY (83-00-13):
Discrepancies in QA records for W.J. Wooley manufactured components.
A SWEC Procurement Quality Assurance (PQA) audit identified descrepancies within welder qualification maintenance records, nondestructive test* records, and the weld maps.
The inspector reviewed the following licensee docu-ments:
SWEC Report of a Problem IPR-50864.
SWEC Review of Woolley Manufacturing welding records, report 12177.50/FP09151 M/C-16.
SWEC Problem Report PR-QA-5.
Woolley letter 1041-459C.
SWEC Nonconformance and Disposition (NKD)
Reports V115, V116, V117, V120, V119, and V142.
SWEC Engineering and Design Coordination Report (EEDCR)
F12390.
SWEC Engineering Evaluation of Descrepancies in QA documentation for NMP2 Hatches and Airlocks.
Woolley developed a
QA action plan to address the identified defic-iencies.
To assure the acceptability of weld filler material a
review was performed on the weld filler material inventory log and-associated material certifications.
A review was performed of all welder qualification maintenance records in conjunction with the original welder qualification records.
A cross reference matrix was developed to determine the compatibility of the weld procedures used on the associated weld joint.
Woolley reviewed applicable, welding and NDE records to establish whether welding was performed subsequent to final ND V'
"I I g aE V
SWEC engineering subsequently analyzed the conditions which were not resolved by Woolley gA as follows:
Weld cards not available.
The inprocess records indicate that qualified welders performed the work with an appropriate weld procedure.
The welds were satisfactorily magnetic particle examined as documented on NDE reports.
Welder qualification maintenance records not available.
The welds in question were satisfactorily NDE tested.
The welders were post-qualified to verify maintenance of welding profi-ciency.
The welders had maintained qualification on similar welding processes during the time of equipment fabrication.
Inconsistencies amoung gA weld records.
The records were corrected to address items such as date inconsistencies, missing heat number, weld NDE performance, PWHT performance, and CMTR information.
Potential welding after final weld NDE.
Fifteen of the forty welds in question were subjected to a pressure test of 1. 15 times the design and a leak rate test at design pressure.
The welds were subsequently cycled through six simulated operational tests.
The welds maintained structural and leaktightness throughout the testing.
Twenty three of the forty welds were non-pressure boundary welds.
Engineering analyzed the stress in the welds and found that the welds were for construction aid, for installation of the equipment hatch only, or that the service loads are negligible for the welds.
Two of the forty welds were on the leak chase test angle.
SWEC engineering found the welds satisfactory as they passed a pressure decay test without leakage.
SWEC engineering found that in all cases of potential welding after final NDE, that the welds can satis-factorilyy perform the design function.
This item is closed.
b.
(Closed)
CONSTRUCTION DEFICIENCY (83-00-21):
General Electric supplied HEA relays.
GE identified relays manufactured between September 1980 and August 1983 that could malfunction because of the reduced trip force.
The inspector reviewed GE Service Advice letter 72/PSM-175. 1 which described the relay deficiency.
NMPC test pro-cedure EUGENE.021.
"Protective Relay Setting and Testing" was used to test all HEA relays with date codes corresponding to the above dates and relays missing date codes.
Two relays missing date codes tripped with a force application below the 500 gram criteria.
The deficient relays were removed from the switchgear and returned to GE.
Acceptable HEA relays were installed as replacments.
The inspector reviewed the following documents related to the deficient relay identification, disposition, removal and replacement:
C.
GE Instruction Manual GEH2058G, "Auxiliary Relays/Hand Reset with Target/Types HEA61 and HEA62".
Nonconformance and Disposition Reports 8413 and 8899.
Returned Material Report 85-0925.
SWEC Inspection Reports ESA41767, E5A44644, ESA43286, and E5A45945..
Work Control Report 2206.
Deficiency Reports E00167, E04212.
NMPC QCIR 2-85-0016, 2-85-0605.
The licensee verified that the relays were mounted in accordance with the GE instructions.
A re-inspection was performed to assure the validity of QCIR 2-85-0605.
NRC open item 85-19-03 will address the concern regarding questionable NMPC QC records as documented in section 3.ii of this report.
This item is closed.
(Closed)
UNRESOLVED (83-12-10):
Control of field issued weld filler material.
ITT Deficiency Report 4584 documented the filler material was not properly maintained at an elevated temperature.
The licensee ground out the questionable weld on pipe support BZ-76M and examined the base material with liquid penetrant.
The portable rod can was verified in working order.
ITT issued letter ITT-LTR-3907 to remind craft personnel to closely monitor the energization of the portable rod ovens.
The licensee performed a surveillance ( 1478-83) to verify proper control of field issued weld material.
This item is closed.
d.
(Closed)
FOLLOWUP ITEM (83-18-19):
HPCS pump moved into plant without Pre-Installation Verification (PIV).
The inspector reviewed SWEC IR E3K00539, which identified and dispositioned this deficiency.
The inspector noted that the licensee concluded that neither con-struction or FQC were fully aware of the PIV requirements.
Both FQC and L,K. Comstock craft were immediately re-trained.
The inspector reviewed the records for this retraining on PIV requirements and also verified that the licensee had taken the following actions:
Inspection Plans N20P275DFA001,
"Mechanical Equipment Erection-Installation and Alignment," and N20E061AFA097, "Electrical Installation Preinstallation Verification," were revised to be more explicit about when and how PIVs are to be conducted.
The Site Craft Awar'eness Training Program was revised to instruct the craft to contact FQC prior to requisitioning equipment so a PIV can be conducted,
C'I
Quality Standard QS-10.51, "Electrical Equipment Installations,"
was revised to require Construction to notify FQC prior to requisitioning equipment so FQC can conduct the required PIV.
The mechanical equipment erection inspection plan defines the conduct of the PIV as a mandatory holdpoint.
The licensee performed survei 1-lance M85-00695 which verified proper conduct of PIV inspections for two pieces of mechanical equipment.
This item is closed.
(Closed)
FOLLOWUP ITEM (83-18-20):
Motor Control Center (MCC)
shipping split bolting.
Nonconformance and Disposition report 7334 documented the use of commercial grade bolts in lieu of the SAE J429 bolts.
The inspector reviewed Gould message 84-56593.
Gould stated that commercial grade bolts had been used for the seismic qualifi-cation tests.
Gould subsequently revised the motor control drawing to reflect the use of commercial grade hardware.
The nonconformance report found the bolting acceptable, and was closed.
The licensee performed survei llances W-84-492 and E-84-599, and verified that the appropriate MCC drawing had been corrected.
The generic site issue of hardware conformance to the seismic qualification test configura-tion will be reviewed for NRC items 83-18-71 and 83-18-79.
This item is closed.
(Closed)
FOLLOWUP ITEM (83-18-27):
Pipe clearance gaps for box restraint dead weight supports.
Engineering and Design Coordination Report C02128 stated that a non-zero gap at the pipe resting point is acceptable.
SWEC design sketches SK-4710-MS-56-6 and SK-4710-MS-57-6 describe the acceptable gap conditions for various pipe sizes and operating temperatures.
The inspector reviewed SWEC calculation 517.45.05NZ(C)90 which analyzed the condition of deadweight pipe support gaps.
The analysis showed that gaps up to 1/8 inch are acceptable.
ITT procedure FQC 4.2-26-1,
"System Walkdown" requires verification of installed piping to ensure that pipe support gaps are in accordance with the SWEC design criteria.
This item is closed.
(Closed)
FOLLOWUP ITEM (83-18-28):
Field control of standard pipe support component material.
Initial corrective measures were instituted by the licensee to rectify the specific deficiencies identified during the CAT inspection.
ITT Area Managers were directed to perform weekly walkdowns to identify further housekeeping problems.
ITT roped off the material storage areas and put appro-priate items on dunnage.
The inspector reviewed the following docu-ments that relate to material handling:
Construction Site Instruction (CSI) 20.16, "Protection for Permanent Plant Equipment".
Construction Procedure (CP)
13, "Storage and Housekeeping".
t e
II
NMPC Surveillance M-84-597.
NMPC Corrective Action Request (CAR) 84. 140.
ITT CARs 680, 674, 647, and 626.
ITT Stop Work 84-01.
The licensee has provided enhanced procedural controls for material handling.
Further deficiencies have been properly documented and addressed.
ITT Quality Assurance stopped all production work, for a short period of time, to expedite resolution of the material handling problems.
Personnel were provided additional training in the material handling area.
The noted licensee deficiency documents have been closed.
The inspector has toured plant areas and found that pipe support material is generally well controlled.
This item is closed based upon the measures that have been implemented to increase the level of control for field issued pipe support hardware.
h.
(Open)
FOLLOWUP ITEM (83-18-29):
Dimensional inspection of supports not adequately defined.
The inspector verified that RCI Procedure
~
QAI-10-1 was revised to instruct FQC when dimensional verification was to be performed (i.e., during weld joint fit-up inspection and final visual examination).
However, following discussions with the licensee concerning RCI's scope of work on supports, the scope of RCI's future responsibilities was not clear, i.e., what RCI would be installing and inspecting.
The inspector questioned the licensee concerning:
The types of supports that RCI has previously installed and which ones required dimensional inspection.
The licensee's followup to the planned corrective actions identified on CAT 18-83, Rev.
05, dated 4/10/84.
The planned scope of work for RCI in the future.
Pending review of further licensee supplied information on these questions, this item will remain open.
(Open)
FOLLOWUP ITEM (83-18-30):
Snubber Pin-to-Pin Dimension on Vendor Drawings.
The licensee requested that GE explain the apparent discrepancy between the drawing pin-to-pin lengths for the recircu-lation pipe suspension supplied by GE.
Per letter dated 2/16/84, GE notified the licensee that GE drawing 767E722 was a purchase part drawing and as such identifies the basic locations and designs to be used by Pacific Scientific.
The inspector verified that Purchase Specification 21A3502 requires that Pacific Scientific develop
drawings and include actual normal working loads, settings for hot-and cold positions, cold position offset, actual travel and pin-to-pin length in the cold position.
Pacific Scientific drawing 1801000555 is the drawing required to be used for installation and inspection.
Following review of both the GE and Pacific Scientific drawings, the inspector agreed with the licensee that this open item arose from a misinterpretation of both drawings.
However, the inspector pointed out that it was not clear how the Site Inspection Plans ensured the Pacific Scientific drawing would be used.
Both SWEC and GE install snubbers at Unit 2.
SWEC IP N20P301FFA002,
"Field Fabrication of Pipe Supports by SWEC ASME III, Code Class 1,2,3 and ANSI B 31.1," outlines the inspection requirements for the dimension/tolerance attribute.
For SWEC's scope of snubber instal-lations, SWEC drawings are used for inspection.
The inspector pointed out to the licensee that it was unclear who is reponsible for inspecting installation of GE snubbers, whether dimension/tolerance attributes were provided, and whether FgC would be directed to use the Pacific Scientific drawing for inspection.
Pending review of further licensee supplied information, this item will remain open.
(Closed)
FOLLOWUP ITEM (83-18-58):
Conduct of concrete surface inspections.
The licensee has conducted in-process surveillance inspections to detect damaged concrete surfaces.
Nonconformance and Disposition reports have been generated as necessary to document and to provide direction to correct the noted surface defects.
The inspector reviewed the following SWEC inspection reports:
S5A60890, SSA60926, S5A60343, SSA60903, S5A62114, SSA60911, SSA6089, S5A60904, SSA60384, S5A60383, S5A60346, SSA60347, SSA60345, S5A60344, SSA60925, S5A61089, S5A62119, and S5A62116.
The reports document the satisfactory surface inspection of all Category 1 areas of the plant.
The licensee monitored the current installation of nine baseplates as documented by Surveillance Report C-85-00595, and found them satisfactory.
The inspector witnessed several baseplate mounting operations and found them satisfactory..
Based upon the visual surface inspections performed by SWEC and the satisfactory monitoring of baseplate mounting operations, this item is closed.
(Closed)
FOLLOWUP ITEM (83-18-61):
Class IE electrical equipment bolting hardware.
The licensee issued Nonconformance and Disposition report 7334 to document the commercial grade bolts used for the shipping splits on equipment 2EHS*MCC102 and 2EHS"MCC302.
The equipment supplier stated that commercial grade hardware had been used for the seismic qualification tests.
Drawing 0001.340-211-156 was revised to accurately show that commercial grade bolts were acceptable.
The inspector reviewed SWEC document IEEE01.520-5000/C,
"Seismic Rack Analysis".
The analysis indicated that the commercial grade bolts were acceptable based upon the low stress levels.
Assembly Fastener, Inc. certified that the hex head grade 2 cap
screws, used on the rack, meet or exceed the requirements of ASTM A307 Grade A.
This item is closed based upon the licensee determi-nation that the Motor Control Center and battery rack bolts were acceptable.
1.
. (Closed)
FOLLOWUP ITEM (83-18-65):
Resolution of NMPC audit open items.
The licensee had identified one hundred and eighty six (186)
open audit items at the time of the NRC CAT inspection exit.
Those items were closed by NMPC as of August 3, 1984.
The licensee reviewed the identified open items and found that none were required to be escalated to a nonconformance document.
The inspector reviewed NMPC procedure QAP 18. 10 which has been revised to eliminate the use of open items.
Audit deficiencies are documented on a Corrective Action Request or a Nonconformance Report.
The inspector identified that a recent NMPC audit had closed an open item that had been generated prior to the CAT exit which should have been closed by August 3, 1984.
The licensee stated that audit open items related to GE activities had been tracked independently of the 186 items previously reported to the NRC.
The licensee documented the existence of these further items in a letter to Region I dated August 21, 1985.
The licensee stated that all of the GE related open items had been reviewed for escalation to a nonconformance's indicated in section
of this report, the closure of the single GE related open item which remains will be tracked by the NRC.
The inspector reviewed NMPC letter NMP2QA064285 regarding open QA deficiencies.
The document indicated that deficiency closure has occurred in a timely manner and that management action is initiated to address missed closure dates.
Based upon the licensee review and actions taken to expedite the closure of the audit open items, this item is closed.
m.
(Open)
FOLLOWUP ITEM (83-18-75):
Inspection documentation does not list design documents.
The inspector determined that although the licensee had taken immediate actions to revise inspection plans to require that design documents used for inspection be listed on the applicable raceway tickets, hanger inspection checklists, weld data sheets and NDE inspection reports, it was not clear what the licensee did to reverify work that had been previously accepted.
The inspector requested further information concerning:
The number of EKDCRs and ACNs actually reissued.
The percentage of "closed thru incorporation" design changes which the reissuance represented.
How the results of the reinspection were being tracked and evaluated.
What RCI did to reverify previously-accepted wor Pending review of the licensee's response to these issues, this item will remain open.
(Closed)
FOLLOWUP ITEM (83-18-78):
GE released equipment nonconfor-ming to specification.
The RWCU pump motors sent to NMP-2 in error (GE FDDR-KGI-092) have been returned to GE, and replaced with two pump motors rated at 575 volts.
As par t of its corrective actions to this item, the licensee inspected a sample of previously accepted motors (N&D 9245).
Results of that inspection indicated discrepan-cies between readings on the motor tags and the vendor drawings, particularly with the amperage readings.
SWEC committed to review the results in more detail and to determine whether any of the differences were significant enough to affect already approved electrical load designs.
SWEC engineering found the power cable design adequately accommodated the identified variations.
The inspector also reviewed Revision B,
Change A to SWEC IP N20gAD77FA001 and observed that this revised inspection plan addresses the motor data that must be verified during receipt inspection of GE supplied safety-related motors and SWEC procured safety-related motors.
This item is closed.
(Open)
FOLLOWUP ITEM (83-18-119):
Piping system installations.
The inspector reviewed the following licensee generated deficiency docu-ments:
Nonconformance and Disposition reports 10,938, IG1246, IG2277, and IG2711.
Deficiency Report F424.
Advance Change Notice 19292.
,The previously identified deficiencies were either fixed or found acceptable as is by licensee engineering.
The inspector examined isometric 21-58 and noted three potential clearance concerns.
Spatial clearances of less than 7/8 inch were noted between the piping and a raceway 'support.
The licensee was asked to provide the clearance criteria which ITT utilized during the pipe inspection, and to assess this situation in light of the SWEC clearance walkdown program described by CSI
~ 11.
This item remains open.
(Open)
FOLLOWUP ITEM (83-18-120):
Installed pipe supports and restraints.
The inspector reviewed the following licensee generated deficiency documents that dispositioned the identified pipe support problems:
Nonconformance and Disposition reports IG-1138, IG-1210, 5866, and IG-124 Deficiency Reports 5109, 5007, 5003, 5000, and 5829.
Engineering and Design Coordination Report C02128.
Inspection Reports FU-033, FU271, and 1409.
The inspector asked the licensee to assure that DR5007 had addressed the gap descrepancies found on BZ-71JG.
The licensee was further asked to describe the corrective actions for the observations documented on page III-18 of NRC Inspection Report 50-410/83-18.
This item remains open.
(Closed)
CONSTRUCTION DEFICIENCY (84-00-13):
Single girder cranes.
The cranes (2MHS*CRN-2, -3 and -4) were found not seismically quali-fied.
SWEC performed a reanalysis and determined that the existing cranes required stiffening in order to be seismically qualified.
The inspector reviewed the following supporting information:
The final report for Construction Deficiency 84-00-13, dated 10/15/84.
Calculation MS 1917,
"Seismic Analysis of the Emergency Diesel Generator Cranes'
"
E8DCR C44982A, which dispositioned minor problems identified with SWEC installation drawing File No. 2.400-018-060C.
Construction Completion Checklists 4-02-46-4-730-002,
-003 and-004, used to verify the seismic upgrade of the cranes.
N8D 12391, which dispositioned deficiencies identified by licensee gA during evaluation and verification checks.
SWEC File No. 2.400-018-060C, the vendor installation drawing.
The inspector discussed the above documents with the licensee and verified that the required changes had been made.
No discrepancies were identified.
This item is closed.
(Closed)
CONSTRUCTION DEFICIENCY (84-00-16):
Reactor Core Isolation Cooling turbine exhaust check valve.
Licensee investigation in response to IE Information Notice 82-26 identified that a standard Velan check valve had been inappropriately used for the turbine exhaust.
The inspector reviewed the following documents:
Engineering Change Notice ICS-024 which was issued to replace valve 2ICS*V29 with a special lift check valve.
EEDCR P12,794 which revised Specification P303W to define the special check valve characteristics
'a
Material Receiving Report 84-20884 for the receipt of the special check valve.
SWEC material receipt Inspection Report
Ã4004040 for valve 2ICS"V29.
Nonconformance and Disposition report 10,351 which amended the valve identification and QC documentation.
E&DCR P13,019 which revised the piping installation dimensions to accommodate the new valve.
ITT Field Planner 832 issued for the removal of the old valve and replacement valve installation.
This item is closed based upon the replacement of Valve 2ICS'V29 with a valve suitable for the installation design conditions as determined by the licensee.
(Closed)
CONSTRUCTION DEFICIENCY (84-00-41):
Magnetrol level switch gasket integrity.
GE Early Warning Notice 47 identified a potential failure mode of the Magnetrol level switch model C-751 due to failure of the microswitch housing gasket during High Energy Line Break (HELB) conditions.
GE subsequently provided Environmental Qualifi-cation Report (Book Cll/Volume 1) for the level switches.
GE tested an equivalent switch, model 402, and found satisfactory response to DBE conditions.
Based upon the licensee finding that the magnetrol switch meets all environmental parameters, this item is closed.
(Cl osed)
CONSTRUCTION DEFICIENCY (84-00-47):
Seismic Qualification of HPCS Batteries.
The inspector reviewed the licensee's final report (dated 2/22/85)
on the subject deficiency and the background information on the actions taken to resolve the deficiency.
The following documents were reviewed:
E&DCR F41663A, which approved the change from 750 mcm cable to
¹2 AWG cable terminating at the battery.
N&D 8196, FDI-TWAJ and FDDR-KG1-3429, which approved the replacement of the damaged, temporary HPCS battery with the permanent battery.
IR E5A42777, the inspection report for the permanent battery installation.
N&D 11688, which dispositioned an unsatisfactory inspection finding on the installed cable connection E8DCR F42717, which approved the required change to the vendor drawing to reflect the disposition of NED 4688.
FDDR-KG1-3969, which provided instructions for changing vendor drawing, SWEC File No. 1.050-001-006.
u.
The inspector discussed the above with the licensee and verified that the licensee had replaced the 750 mcm cable with 82 AWG cable and had replaced the temporary battery with the permanent HPCS battery.
No discrepancies were identified'his item is considered closed.
(Closed)
UNRESOLVED (84-05-03):
Use of permanent plant material for equipment dunnage.
ITT issued Inspection Report IP-10633 which identified the tube steel used to support the heat exchanger.
The tube steel involved was scrapped by ITT.
The inspector reviewed construction procedures CMP 1.3 and 1.4 that provide generic material control requirements.
The licensee established a site wide system for the marking of scrap and surplus material.
This item is closed.
v.
(Closed)
FOLLOWUP ITEM (84-09-01):
Maintenance of minimum and maximum pre-heat temperature limits.
The licensee revised the following procedures to ensure that both minimum and maximum pre-heat temperatures are monitored and recorded:
ITT FQC 4.1-3 JCI QAS-1101-NMP2 RCI NMQAI-10-1 SWEC QCI 10. 08 Based upon the necessary revisions to'he applicable weld inspection procedures this item is closed.
(Closed)
VIOLATION (84-09-05):
Short term trend analysis program.
The inspector reviewed QCI 16.01,
"Short Term Trend Analysis."
The procedure had been revised to provide clear definition of a negative trend.
The inspector reviewed short term trending worksheets.
SWEC analysis NMSL-001 was reviewed by the inspector.
The analysis docu-mented that the average commodity reject rates had decreased from 1983 to 1984.
The inspector reviewed NMPC Corrective Action Request (CAR) 85.0005 which had been generated to document procedural implementation problems of QCI 16.01.
The CAR was satisfactorily responded to by SWEC and subsequently closed by the licensee.
This item is close I t
X.
(Closed)
UNRESOLVED (84-13-03):
Backfit requirements for generic Engineering and Design Coordination Report (E&DCR) requirements.
SWEC issued letter NM2M-2388 to all site contractors that specified E&DCRs were to be backfitted unless otherwise stated in the E&DCR disposition.
SWEC engineering randomly reviewed 1000 E&DCRs.
One hundred and twenty one (121) of those were generic in nature.
Three (3) of the E&DCRs were required to be backfitted.
SWEC verified that measures had been taken by the appropriate organization to perform the backfit.
SWEC engineering issued letter NMP2-PPS-16-103 which
'equires that all E&DCRs issued since September 11, 1984 be affixed with an explicite statement as to the backfit requirements. 'he inspector sampled several current E&DCRs and found the requisite backfit notation stated on the E&DCR.
Based upon the above licensee actions, this item is closed.
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(Closed)
VIOLATION (84-13-04):
Thread engagement of Service Water strainer top bolts.
Nonconformance and Disposition report 8974 docu-mented the underlength bolts.
The bolts were found to be acceptable based upon Zurn's revised stress analysis report (SWEC file STRS.05.410-5001A).
SWEC letter 9MF-679 states that Procurement guality Assurance modified inspection plans associated with twenty three purchase specifications to include an inspection attribute for proper thread engagement.
The ASME N-1 and N-2 code data reports for the strainers were amended to reflect the actual bolts used during fabrication.
The licensee stated that site inspection plan N20P275DFA001 was revised to require a vendor workmanship verifica-tion upon final FgC inspection.
This item is closed.
(Closed)
UNRESOLVED (84-13-05):
Preventive Maintenance (PM) program for testing phases'he licensee stated that electrical equipment which has been turned over for testing will normally be energized and that the required space heaters will also be energized.
The Buffalo Forge Service manual for the fan damper linkages states that during operation, no lubrication is required.'&DCR F01800 was generated to provide gC involvement for the strainer disassembly during test phases.
NMPC procedure EE-GENE-006 ensures that electrical cabinet heaters remain energized after turnover for testing.
Startup Admini-strative Procedure (SAP)
114 was generated to control PM activities for equipment during the test phases.
The inspector discussed the implementation of SAP-114 with the NMPC PM coordinator.
This item is closed based upon the licensee development of procedural controls for the test phase PM program.
(Closed)
PROGRAM WEAKNESS (84-18-05):
Licensee control of.design change directives.
The licensee investigated the SWEC disposition to three NMPC letters previously reviewed by the NRC.
The licensee found that SWEC had properly dispositioned the NMPC design change requests.
NMPC engineering has established a formal tracking log to coordinate the flow of design change information between SWEC and NMPC.
The inspector reviewed the status log and found it properly maintained.
The inspector reVjewed a sample of Design Review Open Item forms which had been used to coordinate outstanding design
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change questions.
Based upon the licensee implementation of a formal design change request log, this item is closed.
(Closed)
VIOLATION (84-18-07):
Instrument support stand fillet welds.
JCI issued Inspection Surveillance Report ( ISR) 9530 which documented the undersized welds on support BZ-4934.
Nonconformance and Disposition report JC-383 found the welds acceptable.
The inspector reviewed calculation 12177-NP(S)-Z-350-SC-0383-0 which stated that 3/16 inch fillet welds were adequate for the support loads.
JCI re-inspected the welds on support BZ-493J and found them satisfactory.
SWEC engineering identified sixteen (16) other instru-ment stand supports with fillet welds across the full thickness of the angle.
Engineering analyzed the supports and reduced the required weld size.
JCI rei nspected the supports to the revi sed design criteria.. Support BZ-493F was inspected prior to the promulgation of the reduced weld size requirements and found unsatisfactory as documented on JCI ISR 10,626.
SWEC NLD JC-490 analyzed the weld condition and found it acceptable as the design requirements of 3/16 inch were met. 'he inspector reviewed JCI ISRs 12487, 12485, 12486, 12451, 12453, 12452, 12465, 12466, 12467, 12464 and 12484 which documented the support weld reinspections.
JCI procedure gAS-1101 was revised to provide additional acceptance criteria for weld examinations.
This item is closed.
CC.
dd.
(Closed)
VIOLATION (84-19-04):
Pipe support baseplate gaps.
ITT issued unsatisfactory IR FU6346 to document the concerns on support BZ-60-G-004-S2.
The baseplate was reworked to add the required shims and reinspected by ITT.
ITT procedure FgC 4.2-14-12, was revised to require a gap verification for support baseplates at final inspec-tion.
ITT devised a sampling reinspection program to ensure that previously accepted baseplates complied with the engineering require-ments.
The sample failed and ITT performed a
100% reinspection of 203 baseplates of which fourteen ( 14) were rejectable.
The licensee stated that all the respectable supports were reworked.
The inspector reviewed a sample of inspection records to assure satisfactory rework was accomplished.
This item is closed.
(Closed)
VIOLATION (84-19-05):
Adherence to engineering directives for ITT installation activities.
NKD IG-4990 dispositioned the base stand acceptable as a visual examination of the material and analysis of as built dimensions.
The licensee stated that both the foreman and general foreman involved in the work were retrained on the requirement of working within the guidelines of the governing requirements.
ITT generated letter ITT-IOC-8712 which was.sent to all ITT employees.
The letter states that it is mandatory to adhere to engineering directives.
This item is close gV~
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ee.
(Closed)
CONSTRUCTION DEFICIENCY (85-00-10):
Material supplied by Northern Steel Corporation.
Northern Steel had procurred items from Ernst Steel Company and Alliance Fastener Company who did not have an acceptable QA program.
The inspector reviewed Nonconformance and Disposition (N&D) reports Z118 and Z119 which documented the items supplied by Ernst and Alliance.
N&D report Z118 evaluated:several of the items and downgraded the steel to QA category II (non-safety related).. Twelve remaining beams were evaluated on N&D Z119.
Samples were removed from four beams to verify that the material conformed to ASTM A36 requirements.
The N&D was closed based upon Pittsburgh Testing Laboratory results that documented conformance with ASTM A-36.
The inspector reviewed the following documents related to the rework of the beams from which the material samples were obtained:
SWEC drawings ES-71R-1, ES-53AL-3.
Northern Steel Drawings E-4328-1, E4328-13.
SWEC Inspection Reports ESA44588, ESA45775, ESA44342.
E&DCRs C42973.
The inspector examined the rework for beam DGB-4.
This item is closed.
(Closed)
FOLLOWUP ITEM (85-04-01):
Steel products supplied by Interstate Steel.
SWEC Procurement Quality Assurance reviewed Interstate records for control of cutting operations on A36 plate material.
The licensee stated that all material supplied directly to the site had been properly controlled during the cutting operation.
The licensee review included purchase orders, shop travelers, pro-cessing sheets and mill test reports.
Both Northern Steel Corpora-tion and Gives Steel Company provided a statement that only full size plates were obtained from Interstate.
The material cutting control would not be of concern for items supplied through either Northern or Cives.
Based upon the licensee investigation, this item is closed.
(Closed)
UNRESOLVED (85-06-02):
Piping system support prior to flushing.
The inspector reviewed a
SWEC memorandum dated November 9, 1984 that outlined the minimum requi red pipe supports for system flush activities.
The inspector reviewed NMPC CAR 85-1004 which identified further concerns with the piping support adequacy, The licensee provided the inspector with an evaluation which found that all safety related flush paths had been turned over with all supports installed or that the minimum required supports were installed in accordance with engineering direction.
This item is close hh.
(Open)
UNRESOLVED (85-13-05):
Inspection of structural steel.
The inspector noted licensee correspondence that indicated construction had not yet turned over the steel stair towers for Quality Control (QC) inspection.
The inspector asked the licensee to review the reason for the extensive time lag between construction completion and QC inspections This item remains open.
(Open)
FOLLOWUP ITEM (85-19-03):
Conduct of Startup Quality Assur-ance activities.
The inspector reviewed the licensee response to Inspection Report 50-410/83-18.
The licensee committed that con-tractor quality records would explicitly state the pertinent design documents utilized to perform the associated inspection.
The inspector reviewed NMPC Quality Control Inspection Report (QCIR)
2-85-0016 that lacked such documentation.
The inspector asked that the licensee evaluate the adequacy of the QCIR program in relation-ship to the previous commitments'his item remains open.
(Closed)
FOLLOWUP ITEM (85-99-02):
Cives structural steel shop welds.
No new licensee initiatives were proposed in response to the NRC SALP item.
The licensee corrective actions for this item will be tracked via NRC open items 83-18-48, 83-18-49 and 83-18-79.
This item is closed.
kk.
(Closed)
FOLLOWUP ITEM (85-99-04):
Licensee control of in-process piping activities.
Based upon satisfactory NRC inspection of in-process activities documented within Inspection Reports 85-25, 85-19, 85-13 and 85-02.
This item is closed.
(Closed)
FOLLOWUP ITEM (85-99-05):
Conduct of Quality Control piping inspection training activities.
The inspector attended an ITT snubber installation training class as documented in section 7a. of this report.
The training was comprehensive and appropriate for the associated installation activity.
This item is closed.
mm.
(Closed)
FOLLOWUP ITEM (85-99-07):
Schedule NRC Appendix R plant review.
A review of the Appendix R program has been scheduled for October 21, 1985.
The licensee is currently preparing a projected completion status for Appendix R design and hardware installations.
This item is closed.
(Open)
FOLLOWUP ITEM (85-99-08):
Impact of schedular pressures upon inspection conduct.
The inspector interviewed QC inspectors prior to a hydrotest.
The inspectors stated that they had worked five twelve hour days and that the hydrotest would last for approximately twenty-four hours.
The quality of inspection could be adversely affected by the amount of hours worked by the QC personnel.
This item remains ope S'
00.
(Closed)
FOLLOWUP ITEM (85-99-09):
Licensee remedial actions to rectify electrical vendor deficiencies.
The licensee has implemented a
100% site verification of the electrical equipment terminations.
Site QA receiving inspection plans have been revised to require more stringent inspection.
The corrective action implementation for terminations will be tracked via NRC open item 85-04-03.
This item is closed.
pp (Closed)
FOLLOWUP ITEM (85-99-10):
Conduct management meeting to discuss licensee resolution of Power Generation Control Complex (PGCC) problems.
A management meeting documented in NRC report 85-26 was held on July 23, 1985 to discuss the PGCC.
The licensee stated that a site verification was performed of the PGCC terminations and harness suppor'ts.
Seven GE Field Deviation and Disposition Requests (FDDRs) were generated to resolve the identified deficiencies.
GE performed a
100% electrical separation inspection panel walkdown prior to PGCC shipment.
The licensee stated the following additional actions have been implemented regarding PGCC electrical separation:
Consolidated separation criteria in a matrix format.
Prepared electrical separation handbook.
Clearly marked Class IE cables, conduits, and wiring'E engineering performed a site walkdown of the PGCC panels.
SWEC engineering performed a site walkdown of the PGCC panels.
The licensee stated that the PGCC panel inspection for divisional and subdivisional separation resulted in the issuance of approximately 300 FDDRs.
The associated corrective actions were implemented by December 1984.
This item is closed.
qq.
(Closed)
FOLLOWUP ITEM (85-99-11):
Monitor implementation of the licensee Quality Performance Management Program (QPMP).
The resident inspector and members of the Region I management staff have reviewed the QPMP reports.
The conduct of the QPMP board meetings has been evaluated as documented within NRC reports 85-25, 85-19, 84-14, 85-10 and 85-04.
This item is closed.
(Closed)
FOLLOWUP ITEM (85-99-12):
Evaluate results of NMPC hardware reinspection efforts.
NRC Management Meeting reports 85-21 and 85-26 document the review of the NMPC reinspection activity.
This item is close.
Licensee Action on Bulletins and Circulars a
b.
(Closed)
IE BULLETIN (74-08):
Deficiency in ITE Molded Case Circuit Breakers, Type HE-3.
ITE modified the magnetic structure for all HE-3 breakers manufactured after May 1974.
The SWEC Excluded Equip-ment List states that only HE-3 breakers manufactured after May 1974 are acceptable for use on site.
This item is closed.
(Closed)
IE BULLETIN (75-06):
Defective Westinghouse Type OT-2 electrical switches.
The SWEC Excluded Equipment List prohibits the use of the switches onsite.
This item is closed.
C.
(Open)
IE BULLETIN (78-02):
Terminal block qualification.
The inspector requested that the licensee provide a environmental quali-fication report for the NEMA Type 12 enclosure.
This item remains open.
(Closed)
IE BULLETIN (79-17):
Pipe cracks in stagnant borated water systems at PWR plants.
The Standby Liquid Control (SLC) system was evaluated by the licensee to assess the potential for stress corrosion cracking.
Only a short portion of the piping is exposed to stagnant boron solution, the remainder is laid up with demineralized water.
Contaminant levels of chlorides, sulfates and iron are controlled.
The system temperature is maintained at a relatively low level.
General Electric stated that no cracks have been reported for BWR SLC systems.
On the basis of the licensee evaluation, this item is closed.
e.
(Closed)
IE Bulletin (79-24):
Frozen lines.
The inspector reviewed the licensee reponse to FSAR question 440. 17.
FSAR sections 5.4.6. 1.5, 5.4.7. 1.4, 9.2.5, 9.3.5.2 and 4.6. 1.1.2 describe cold weather protection for the RCIC, RHR, ultimate heat sink, SLC, and CRD systems respectively.
SWEC letter 9M2-7751 states that all safety related piping and piping components are located within heated buildings or buried in tunnels sufficiently below grade to preclude freezing.
This item is closed.
(Closed)
IE BULLETIN (82-04):
Deficiencies in primary containment electrical penetration assemblies.
Bunker Ramo electrical penetra-tion assemblies are not used at Nine Mile Point 2.
The SWEC Excluded Equipment List prohibits future use of Bunker Ramo penetrations onsite.
The licensee has additionally requested that SWEC (via letter 10, 158 dated June 25, 1985) review the NMPC Excluded Equipment List in relationship to the current SWEC list.
This item is close.
ualit Performance Mana ement Pro ram The inspector reviewed the twentieth and twenty-first Quality Performance Management Program (QPMP) reports.
The inspector and the Region I Section Chief attended the twentieth QPMP licensee executive board meeting.
As the, level of bulk construction activity is declining, the licensee has amended the QPMP report format to consolidate the data presentation.
No violations were identified.
6.
Instrumentation Com onents The inspector reviewed the following JCI installation packages for two instrument stands:
BZ-493H drawing BZ-493H-3 weld data sheets Advance Change Notices 22451, 18562 Weld Material Requisitions Field Material Requisitions Hanger Installation Checklist BZ-493J drawing BZ-493J-3 Nonconformance and Disposition JC-445, JC-325 Inspection Surveillance Reports 10402, 8713, 7986, 8356 and 8713 Weld Material Requisitions Field Material Requisitions The inspector examined the instrument stands and found them in conformance with the design requirements.
No violations were identified.
7.
Pi in and Pi e
Su orts a
The inspector reviewed the following documents that define snubber installation criteria for ITT:
Field Quality Control Procedure FQC-4.2-28-1, "Verification of Installation Operations for Mechanical Snubbers".
Procedure PHD-7594-1,
"Maintenance and Installation Manual for use with Standard ITT Grinnell Fig.
306 and Fig.
307 Mechanical Shock and Sway Suppressor".
The inspector noted that procedure FQC-,4.2-28-1 did not include an inspection attribute for maximum pin-to-pin criteria.defined on ITT drawing CH-1084-6.
ITT immediately revised the inspection procedure to include the necessary dimensional check.
No snubber installations had been previously inspected.
The inspector attended a training course for ITT Quality Control and craft personnel regarding the.,snubber installation process.
The training was comprehensive and covered the various facets of the new ITT work for snubber installations.
The inspector had no further questions.
/
b.
The following documents that pertain to the piping system as-built program were reviewed by the inspector:
"Seismic Analysis for As-Built Safety-Related Piping Systems" FSAR section 3.7.3.8A.
Project Procedure (PP)
93, "Category 1 Pipe Stress and Supports Final Reconciliation".
NMPC letter dated August 13, 1979, G.K.
Rhode to B.H. Grier (Region I).
GE specification 22A6792.
GE letter NNP2-2799 dated July 16, 1979.
QA Inspection Plan N20P301PFA002,
"Installed Pipe".
QA Inspection Plan N20P301FA001,
"Installed Pipe Supports".
SWEC Specifications P301C, P301A, P301F, P301J, P301V.
Procedure CSI 14.15, "Field Procedures for In-Process Verifi-cation of Piping Geometry and Pipe Support Locations".
Project Guidelines (PG) 22,
"Documentation of BOP As Built Conditions" PG 46, "Documentation of GE-NSSS As-Built Conditions".
Quality Control Instruction (QCI) 10.07, "Preliminary and Final As-Built Verification of Large Bore Piping Geometry and Pipe Support Location".
'II
QCI 10.10, "Final As Installed Verification of Small Bore Pipe Support Location".
RCI procedure ABWD-1, "Instruction for As-Built Inspection/Veri-fication Walkdown".
RCI QA Instruction (QAI) 3-7, "Final Design Review and As-Built Reconciliation for Stress Analysis".
RCI walkdown packages IPR-015 and IPR-016.
Based upon the inspectors review of the as-built piping program requirements, implementing procedures and RCI as-built documents, the following concerns were,'discussed with the. licensee.
FSAR section 3.7.3.3.3B defines the as-built criteria for the recirculation piping system and GE letter NMP2-2799 requested that SWEC perform the as-built examination.
The current site as-built procedures do not require an as-built walkdown for GE designed piping systems.
RCI procedure ABWD-1 does not require QC involvement during the system walkdown phase of the as-built process.
This appears to be inconsistent with the project implementation of IE Bulletin 79-14.
RCI walkdown package for drawing SA-4017 documented a descre-pancy within the GE scope of designs No notification was readily available which would provide GE the reconciliation input.
The above concerns are unresolved pending licensee review. (85-25-02)
The inspector asked the licensee to review the FSAR description of the as-built program.
Licensing Change Document Notice (LDCN) 1690 was generated to expand the FSAR description of the piping system as-built program.
No violations were identified.
8.
H drostatic Testin a.
The inspector witnessed a hydrostatic test for Boundary Identifica-tion Package (BIP) RHS131.001 line RHS-H-004.
The inspector reviewed the following documents within the test package:
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SMEC procedure MP.GENE.001,
"Generic ASME 111 Pressure Test Program" Isometrics 66-56, 66-36 and 66-41 The inspector accompanied the SWEC QC personnel and the ANI during the piping walkdown.
The use of calibrated pressure gauges was observed.
The test was performed in accordance with ASME Section III requirements.
The inspectors'ad no further questions.
b.
The inspector witnessed preparation for hydrostatic testing on the Service Mater System.
The use of calibrated test pressure gauges was noted.
The inspector accompanied SWEC personnel during portions of the system venting operation.
The vent point requirements were revised by the test engineer due to a procedural error.
The inspector interviewed personnel associated with the test and discussed the level of ANI involvement.
The inspector had no further questions.
No violations were identified.
9.
Diesel Generator Testin a.
The inspector reviewed the following documents that describe diesel generator test criteria:
Regulatory Guide 1. 108, "Periodic Testing of Diesel Generator Units Used As Onsite Electric Power Systems at Nuclear Power Plants".
Nine Mile Point NRC Safety Evaluation Report Section 8.3. 1 and 9.5.6.
Nine Mile Point
FSAR Tables 14.2-125, 14.2-126, 14.2-127 and 14.2-128.
The following test procedures were then reviewed to verify compliance with criteria contained in the above identified documents:
Mechanical test procedure MD. 100.A04,
"Standby Diesel Generator Air Start Capacity Test".
Mechanical test procedure MD.0100.A03, "Standby Diesel Generator Reliability Test".
The inspector discussed the following concerns with the licensee regarding diesel generator testing:
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25 Regulatory Guide 1.108 section C.2.b requires that redundant diesel generators be started simultaneously during the reli-ability demonstration to identify potential common mode failures.
Procedure MD.0100.A03 does not incorporate provisions for a simultaneous start of the redundant generators.
Regulatory Guide 1. 108 section C.2.d requires that upon completion of the diesel reliability demonstration that periodic testing, including startup, of the diesels occur at no more than 31 day intervals.
The inspector could not identify a procedural requirement to implement the periodic test starts.
The Safety Evaluation Report page 9-61 requires that NMPC demonstrate the diesel air start system capacity for five (5)
consecutive starts to rated speed and voltage within ten seconds.
Procedure MD.0100.A04 requires only two (2) starts to rated speed and voltage within ten seconds.
The above concerns are unresolved pending licensee review. (85-25-03)
b.
The inspector witnessed a test start of Diesel Generator No.3.
The use of a pre-start checklist was noted.
The inspector reviewed procedure MD.0100.A02, "Division II Diesel Generator" and observed the satisfactory test engineering signoff of the applicable test prerequisites.
The procedure had been approved by the Joint Test Group.
The inspector reviewed the test summary log.
The use of calibrated Measuring and Test Equipment (METE) was observed.
During the test run, vibration monitoring of the generator bearings was performed in accordance with procedure MW.GENE.001, "Vibration Testing of Rotating/Reciprocating Equipment."
During the test, the diesel tripped due to an overspeed condition.
The inspector had no further questions.
No violations were identified.
10.
Reactor Pressure Vessel Internal Records The inspector obtained a list of RCI generated Work Packages (WP).
The following work packages and associated documents were reviewed:
WP002,
"Feedwater Sparger ¹4 Repair",
NED-RC60, FDDR KG1-0296, SR 85037, SR 85034.
WP006,
"Work Package for Feedwater Sparger ¹3 Bracket End Prep",
N&D-070,, FDDR KG1-0315.
WP018,
"Head Cooling Spray Nozzle Installation" WP020,
"Work Package for Control Rod Velocity Limiter Modification,"
EEIOCR C18106, FDI 11/31263, SR 85-137, SR 85-12 ~.
I
WP051,
"Work Package for Rework of Shroud Head Lug",
N&D RC-083, FDOR KG1-263, NDE reports.
WP040,
"Work Package for Installation of Top Guide Wedges and Keepers",
SR 85-87.
WP070,
"Work Package for Core Spray Post Dowel Pin Repair",
SR 85-61, NKD RC-132, FDDR KG1-0404.
The inspector was informed that RCI would review the packages again prior to turnover to SWEC.
The inspector had no further questions.
The inspector reviewed the following GE documents:
22A7410 MPL B13-3020,
"Reactor Assembly As-Built Record Requirements" 22A7409 MPL B13-3020,
"Reactor Installation Specification" The inspector notified the licensee that the information provided to fulfill the engineering requirements in procedure 22A7410 for as-built dimensions, test data, and photographs would be reviewed when available.
(85-25-04)
ll.
Preliminar Testin The inspector reviewed test procedure ES.0072.001,
"25 KVA Uninterruptible Power Supplies."
The inspector witnessed test activities for procedure step 8.46.
He noted the use of properly calibrated test equipment.
The test prerequisites were satifactorily signed off.
The voltage and amperage readings were within the test limits.
The inspector had no further questions.
12.
Unresolved Items Unresolved items are matters for which more information is required in order to ascertain whether they are acceptable items, or violations or deviations.
Unresolved items were identified in paragraphs 7b and 9a of this inspection report.
13.
Mana ement Meetin s
At periodic intervals during the cour se of this inspection, meetings were held with senior plant management to discuss the scope and findings of this inspection.
Based on the NRC Region I review of this report,and discussions held with licensee representatives on August 30, 1985, it was determined that this report does not contain information subject to
CFR 2.790 restrictions.
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