ML091460613

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Inspection Cover Sheet, Report No. 50-219-08-007, Facility: Oyster Creek, with Handwritten Notes
ML091460613
Person / Time
Site: Oyster Creek
Issue date: 05/06/2009
From:
- No Known Affiliation
To:
Office of Information Services
References
FOIA/PA-2009-0070, IR-08-007
Download: ML091460613 (10)


Text

a---

INSPECTION COVER SHEET INSPECTORS Lead: J. Richmond FACILITY: Oyster Creek Other: M. Modes REPORT No: 50-219/2008-007 T. O'Hara (part time)

G. Meyer (part time) REPORT TYPE: DRS Team P. Kaufman (part time) INSP Dates: Oct 27 to Nov 6, 2008 Exit Date: Nov 6, 2008 Type of Inspection: License Renewal Commitments Inspection, during Outage INSPECTION PLAN IS ATTACHED INSPECTION PROCEDURE DATA Procedure Nos IPE Code Title of Proc Wdure In RPS/IP 71003 LI License Rene wal YES PIMS ITEMS ASSIGNED FOR REVIEW Procedure Nos IPE Code IFS Number Brief Description None.

ALLEGATIONS ASSIGNED FOR REVIEW Procedure Nos IPE Code ALG Number Brief Description

.None.

PROJECTS COORDINATION: Date Discussed with DRP Section Chief:

COORDINATED: ACKNOWLEDGED: n/a APPROVED:

(R. Bellamy, DRP) (R. Conte, DRS EB-1)

ARRANGEMENTS:

Hotel: Holiday Inn, Manahawkin, NJ Phone: (609) 481-6100

Contact:

NRC Resident Office Phone: (609) 693-0702 or Speed Dial -13 P. Tamburro (OC Lic. Renewal) Phone: (609) 971-4141 C. Taylor (OC Licensinca) Phone: (609) 971-4031

Oyster Creek ... .

License Renewal Outage Commitments Inspection Plan I' PURPOSE This plan specifies licensee outage activities to be inspected in order to verify license renewal (LR) commitments and proposed conditions of license are properly implemented. In addition, this plan specifies licensee outage activities to be inspected in order to verify the structural integrity of the primary containment. The plan also provides guidance for inspection scheduling, inspection activities, and resources.

II INSPECTION OBJECTIVES (1) Verify "outage-only" SER proposed license conditions are adequately implemented.

(2) Verify selected outage related SER LR commitments are adequately implemented.

(3) Assess AmerGen's actions to evaluate structural'integrity of the primary containment.

(4) Verify revisions and changes to outage related LR commitments, made after the SER was issued, were performed in accordance with AmerGen's commitment management program.

(5) Verify that any changes to the current licensing basis (CLB), that materially affects the LR application, pursuant to § 54.21 (b), were reviewed and evaluated in accordance with § 54, for outage related commitments.

III INSPECTION REQUIREMENTS Assess AmerGen's actions to evaluate (1) structural integrity of the primary containment, (2) any actual or potential corrosion rates are projected through the next operating cycle, and (3) significance of any water in the two floor trenches located inside the drywell.

Inspect a sample of outage activities, including modifications, maintenance, testing, and inspections, that implement aging management programs (AMPs) and time-limited aging analyses (TLAA) from existing, enhanced, and new programs. Assess AmerGen's implementing activities and examine records, to independently evaluate the effectiveness of AmerGen's aging management activities and programs. For the selected outage related inspection samples, verify that:

(1) AmerGen completed the necessary actions to comply with the SER proposed license conditions, and implemented the AMPs and TLAA in the SER.

(2) AmerGen followed the guidance in NEI 99-04 for LR commitment changes, including the elimination of commitments, and properly evaluated and reported, where necessary, changes to commitments which will be listed in the UFSAR, in accordance with § 50.59.

(3) AmerGen identified and evaluated CLB changes and revised AMPs, in accordance with § 54.21(b).

IV INSPECTION SCOPE On a Sampling Basis Verify or assess licensee'activities associated with the proposed license conditions and commitments listed below. This inspection effort is not intended to require inspector back shift (evening or night) coverage.

Outage-only SER Proposed License Conditions to be Inspected 4th Proposed License Condition: Perform full scope inspections of the drywell sand bed region every other refueling outage. This will be verified by completion of inspection samples for Commitment 27, listed below.

5th Proposed License Condition: Monitor drywell trenches every refueling outage to identify and eliminate the sources of water and receive NRC approval prior to restoring the trenches to their original design configuration. This will be verified by completion of inspection samples for Commitment 27, listed below.

Outage Related LR Commitment Items to be Inspected SER Commitment 24, One-Time Inspection Program SER Commitment 27, ASME IWE, Containment Metallic Liner Inservice Inspection SER Commitment 31, Structures Monitoring Program SER Commitment 32, RG 1.127, Inspection of Water-Control Structures SER Commitment 33, Protective Coating Monitoring and Maintenance Program SER Commitment 34, Non-EQ Electrical Cables and Connections SER Commitment 36, Non-EQ Inaccessible Medium Voltage Cables SER Commitment 41, Periodic Inspection Program SER Commitment 44, Metal Fatigue of Reactor Coolant Pressure Boundary SER Commitment 63, Buried Piping V INSPECTION GUIDANCE Based on outage schedule changes and back shift work, direct observation of in-field work activities may not be achievable for all of the inspection samples listed below. This inspection plan does NOT intend that all of the possible inspection samples listed below will be accomplished.

Each inspector should prioritize his inspection efforts to provide an optimum inspection sample coverage, based on AmerGen work schedules. The following GUIDANCE is provided for inspection samples which are expected to be available during our scheduled on-site inspection.

Tim O'Hara

1. Inside the drywell at sand bed region elevations, inspect licensee's drywell shell thickness (UT) and Service Level I Coating verifications. Independently assess shell and coating conditions, and compare to licensee inspection records. Not intended to observe 100% of all NDE data taking.
2. Inside the drywell in the 2 floor trenches, inspect licensee's drywell shell thickness (UT) and Service Level I Coating verifications. Independently assess shell and coating conditions, and water accumulation, if any. Independently assess caulk seal at the trench edge where the concrete meets the shell. Compare observations to licensee inspection records. Not intended

to observe 100% of all NDE data taking.

3. Inside the drywell, inspect licensee's visual inspection of moisture barrier seal between drywell shell and concrete floor curb inside drywell. Independently assess seal conditions, and compare to licensee inspection records. Not intended to observe 100% of all NDE data taking.
4. Outside the drywell, in the sand bed bays, inspect licensee's shell thickness (UT) and Service Level II Coating verifications. Independently assess shell and coating conditions, and compare to licensee inspection records. If schedule permits, independently inspect or observe licensee activities in Bay No. 1, 11, and 13. Not intended to observe 100% of all NDE data taking, and not intended to enter or inspect all sand bed bays.
5. Outside the drywell, in the sand bed bays, inspect licensee's visual inspection of moisture barrier seal between the sand bed concrete and the embedded drywell shell. Independently assess seal conditions. Independently assess overall conditions in the sand bed bays.

Compare observations to licensee inspection records. Not intended to observe 100% of all NDE data taking, and not intended to enter or inspect all sand bed bays.

6. As time allows, review 100% of the NDE data and inspection records (UT & VT data sheets) for above items. Compare UT data against licensee established acceptance criteria.

Michael Modes

1. Backup for Tim's inspection items (especially item 6, UT data review).
2. Inside the upper drywell at 23' (transition from 0.770" plate to 1.154" plate), 51', 60', 71' (knuckle region, transition from 2.625" plate to 0.640" plate), and 87' elevations, inspect licensee's drywell shell thickness (UT) and Service Level I Coating verifications. Choose elevations and samples based, in part, on schedule, availability, and ALARA. Independently assess shell and coating conditions, and compare to licensee inspection records. Not intended to observe 100% of all NDE data taking.

At the 23' and 71' elevations, 4 locations (6"x6" grids) at each elevation will be UT inspected. At each elevation, 2 of the 4 locations are new (no pre-existing data). At least one inspection sample should be from either the 23' or 71' elevation.

3. Review selected samples of NDE data and inspection records (UT & VT) for item (2) above.

Compare UT data against licensee established acceptance criteria.

4. Drywell floor trench in Bay 5 will have approximately 6" of grout removed for additional UT &

VT inspections. Verify licensee's inspection results are acceptable. Verify grout is reinstalled.

5. For the Fatigue Monitoring Program, verify whether any fatigue program inputs have changed base line calculations; verify whether the list of high cumulative usage factor (CUF) components changed. If locations on vulnerable components have changed, that may require a visual inspection or review of the component. Perform direct inspection as necessary.
6. For the Isolation Condenser, inspect licensee's One-Time Inspection of two stainless steel pipe sections in stagnant or low flow areas in the Isolation Condenser System, to verify no stress corrosion cracking. [this item may already have been performed, and may not be in this outage]
7. For the Isolation Condenser, inspect licensee's One-Time Inspection UT of the "B" Isolation

Condenser shell below the waterline, to Verify no pitting corrosion and confirm effectiveness of Water Chemistry Program.

8. Select at least one other One-Time Inspection item as an inspection sample, based on schedule, availability, and ALARA.
9. Select at least two Periodic Inspection Program items as an inspection sample, based on schedule, availability, and ALARA. An emergency service water piping expansion joint should be a higher priority, in this AMP category.

John Richmond

1. Inspect at least one sand bed bay, not inspected by Tim. Independently assess shell and coating conditions, and compare to licensee inspection records. If schedule permits, Bay No. 1, 11, and 13 are a higher priority.
2. Review the engineering evaluations of drywell shell thickness verifications, and compare to licensee established acceptance criteria. Verify predicted corrosion rates will not result in exceeding minimum thickness values during the next operating cycle.
3. Verify reactor cavity strippable coating was applied prior to cavity flood-up (records and video review).
4. Verify reactor cavity concrete trough drain line is not blocked (camera video record).
5. Verify by records review or direct observation, that daily checks are performed to quantify and monitor reactor cavity seal leakage, when the cavity is flooded.
6. Verify by records review or direct observation, that daily checks are performed to identify any water leakage from the five sand bed region drain lines.
7. Inspect at least one electrical test of an inaccessible medium voltage cable.
8. Inside the drywell, verify licensee visually inspects a representative sample of accessible cables and connections located in adverse localized environments, for indications of accelerated insulation aging. Independently assess cable conditions, and compare to licensee inspection records. If schedule conflicts prevent drywell inspection, then inspect in .the trunion room.
9. Verify new ESW piping is tied-in and placed in-service in place of existing old piping.
10. Verify licensee's structural monitoring inspection of intake structure for components submerged in salt water. Review video inspection records of ESW/SW piping & components located under the Deck. Independently assess observable conditions, and compare to licensee inspection records.

Paul Kaufman

1. Backup for drywell ISI data review.
2. Backup for Michael's ISI inspection items.
3. Perform follow-up inspection, as needed.
4. Backup for John's inspection items.

VI INSPECTION LOGISTICS Inspection Personnel John Richmond Lead Michael Modes Tim O'Hara 3 days only (10/28-30)

Glenn Meyer Training Paul Kaufman 2nd week only (11/3, and 11/5-6)

Inspection Schedule Site specific training and bag-man trip Oct 2 In-office Prep Oct 14 - 24 On-site Inspection Oct 27 to Nov 6 Entrance Meeting: Monday, Oct 27 at 10 AM Exit Meeting: Thursday, Nov 6 at 10 AM HRMS Information Each inspector should track his hours-charged to the inspection.

Inspection Report Number 05000219/2008007 Task Codes COM (Briefing Preparation & Attendance)

LRP (Preparation & Documentation)

LRT (Travel Time)

LI - 71003 (Direct Inspection)

Inspection Report Documentation Feeders are to be written in MS Word; format specifics to be provided later.

Weekend and Daily Over Time Authorization R. Conte has approved weekend & daily OT, as needed to support outage inspection schedule.

Attachment 1 - AmerGen Scheduling & Planning Details

ýhedulie Dates urrg nt as of- Octb jom b ctivjtjsjljstej acjshjfj*

  • \Drywell Shell Thickness Verifications Lower Drywell Shell Internal UT (at Sand Bed Region elevations) 19 Locations inside drywell [IS-328227-004, 3.2.2]

e7x7 arrays over a 6"x6" area, and 1x7 arrays, on 1" increments 229 Oct Day Shift, R2096031 [date confirmed by NDE]

Commitment 27, Item (1 & 21)

Lower Drywell Shell External UT (in Sand Bed Bays) 1 6 UT readings, in the 10 bays (2-shift, 24-hr activities) [IS-328227-004, 3.2.3]

  • *ccess through 20" manway (tunnel)

Commitment 27, Item (9, 14, & 21) ..

C;Bayl1 28 Oct P[critical bay,, ý_sýýQ previous inspectlorj]

Bay 3 28 Oct Bay 5 27 Oct Bay 7 29 Oct Bay 9 28 Oct Bay 11 28 Oct c[riticay* *bnbpfesvious inspctio Bay 13 28 Oct , [critical ba based on. previous inspecti#n]

Bay 15 28 Oct Bay 17 28 Oct Bay 19 28 Oct Upper Drywell Shell UT at Elev 71' (knuckle region)

Transition from 2.625" plate to 0.640" plate [IS-328227-004, 3.2.8]

4 locations using a dynamic scan of a 6"x6" area 1 Nov, R2096037 Commitment 27, Item (11)

Lower Drywell Shell UT at Elev 23' (bottom to middle spherical plates)

Transition from 0.770" plate to 1.154" plate [IS-328227-004, 3.2.7]

to 4 locations using a dynamic scan of a 6"x6" area 1 Nov, (R2096Q37 ??)

Commitment 27, Item (10)

Upper Drywell Shell UT at Various Elevations 9 locations using a 7x7 array, at elev. 50', 51', 60', and 87' [IS-328227-004, 3.2.1]

1 Nov, (R)

Commitment 27, Item (7)

Drywell Floor Inspection Access Trenches LUT & VT in Bay 5 & Bay 17 Trenches [IS-328227-004, 3.2.6]

Roemove & reinstall lower 6" of grout at bottom of Bay 5 trench Inspect caulk sealant (trench edge where concrete meets shell)

Verify no water accumulation 29 Oct, R21 17387 Commitment 27, Item (5,16, & 20)

Drywell Shell Leakage Verifications

< pCavity Strippable Coating ior to flood-up 27 Oct, R2098683 Commitment Item (2)

Rx Cavity Concrete Trough Drain 2 amera Inspection of Rx cavjty trough drain line for blockage only 1 drain line, goes to RW drain on Elev 70' 290ct, R2095857 Commitment 27, Item (13)

Rx Cavity Seal Leakage Trough Drains Daily leakage check when cavity is flooded cceptance criteria < 12 gpm 1 drain line, goes to RW drain on Elev 70' No leakage detection instrumentation (27 Oct, R2102695 Commitment 27, Item (3)

I Sand Bed Region Drains (5 drain lines)

    • -*Daily leakage check 7*9 -.7 Oct, R2102695 Commitment 27, Item (3)

C S*oisture Barrier Seal between Sand Bed Region Concrete and Embedded Drywell Shell 7*.*_.*" I~~pct seal at junction between concrete and shell [IS-328227-004, 3.2.4.1 .4]

-ee sandbed dates

-Commitment 27, Item 12, & 21)

Moisture Barrier between Drywell Shell and Concrete Floor "Curb inside .. .Drywell

.~ ,S~ ~.li. s :* t o s - rie' -ebetW hell,'

e -en-"u-b -andý*s*d~

~ ~ ?9-30 Oct, R2097321

,ommitment 27, Item (17)

Drvwell Shell Coating Verifications Drywell Interior Service Level I Coating Inspect shell coating inside drywell 28 Oct, R2096685 Commitment 33, Item (1)

Drywell Exterior Service Level II Coating in Sand Bed Bays VT epoxy coating in each bay (2-shift, 24-hr activities) [IS-328227-004, 3.2.4]

%*5sseesandbed dates

/Commitment 27, Item (4 & 21)

Commitment 33

=,

Electrical Cable Inspections

.. Feeder Cable to Auxiliary Transformer (Bank 4)

Inaccessible Medium Voltage Cable

"- Perform power factor test of 4 kV transformer feeder cable 30 Oct, R2026131 v

, Commitment 36 Feeder Cable to Startup Transformer (Bank 6)

Inaccessible Medium Voltage Cable Power factor test of 4 kV transformer feeder cable 4 Nov, R2033700V/

Commitment 36 P-37-1

-- (2-e C ,

to Feeder Cable Inaccessible Medium Voltage Cable U' Hi-Pot feeder cable 28 Oct, R2054006 -

Commitment 36 l-Feeder Cabi* Piu375 Hi-Pot f!decabler )5--

?? SGedule Daie, (2, 9713?

Commitment6 - -

Cable Inspection in Trunion Room Visually-ihspect a representative sample of accessible cables and connections located in adyefse localized environments, for indications of accelerated insulation aging 28 Oct, R2122597

/Commitment 34 Cable Inspection in Drywell Viisually inspect a representative sample of accessible cables and connections located in

"/adverse localized environments, for indications of accelerated insulation aging v28 Oct, R2122597 Commitment 34 Non-drvwell ISI & NDE Inspections Isolation Condenser One-time Inspection UT of "B"Isolation Condenser shell below the waterline, to verify no pitting rorpsion and confirm effectiveness of Water Chemistry Program.

31 Octm-coatings inspection with UT ommitment 24, Item (2)

Isolation Condenser One-time Inspection of two s inless steel pipe sections in stagnant or low flow area in the Isolation Condenser Syste , to verify no stress corrosion cracking.

F 10 A2184119 (AR/Library)'

? Schikedi Cl? <<< this item may already have been performed in 2004 Commitment 24, Item (8)

Open Cycle Cooling & Buried Pipe Inspections w* A ESW Expansion Joint

/Periodic inspection 27 Oct, R2081668 Commitment 41

. SW Buried Piping

/1 Replace previously un-replaced buried ESW piping

_ .New pipe already installed, needs to be connected in-place of existing old pipe 5 Nov, C2017279 (date for new piping tie-in)

_.Commitment 63 ESW Intake Structure Periodic inspection of components submerged in salt water Structures Monitoring Program, inspect ESW/SW piping & components located under the Deck ROV video of piping and coating 28-29 Oct, (h-212*0584 ??)

5 Nov, (R0808959 ??)

Commitment 31 Item (7)

Commitment 32 Item (2)