ML052020002

R23 Outage Slide - NRC Category C-3 Phone Call and NRC Discussion Points May 17, 2005

ML052020002
Person / Time
Site:	Prairie Island
Issue date:	05/17/2005
From:	Mahesh Chawla NRC/NRR/DLPM/LPD3
To:
Chawla M, NRR/DLPM, 415-8371
Shared Package
ML052010097	List: ML051870124 ML052020002
References
Download: ML052020002 (21)

Text

PI 2R23 SG NRC Phone Call 1

Prairie Island Unit 2R23 Outage*

NRC Category C-3 Phone Call and NRC Discussion Points May 17, 2005

• The attached information has not been validated. In many cases, it is preliminary information from ongoing inspection activities. To our knowledge, it is the best information available as of 6 PM on the date prior to this report and may be changed following further inspection, review, and analysis.

PI 2R23 SG NRC Phone Call 2

Participants

• Ben Stephens (PI SG Program Engineer)

• Richard Pearson (alternate SG Engineer)

• Scott Redner (SG NDE Level III)

• Jim Begley (Framatome CMOA analyst)

• Jeff Kivi (PI Licensing)

• Terry Silverberg (PI Director of Engineering)

• Scott McCall (PI Engineering Programs Manager)

• Tom Downing (PI Engineering Programs Supervisor)

PI 2R23 SG NRC Phone Call 3

Current Status of 2R23 ISI SG Inspection (As of 1800 on May 16, 2005) 8 6

1. of Pluggable Tubes 0

0

1. of In Situ Candidates 142 185

1. Reroll Candidates 100 100 Analysis

(% completed) 100 100 Acquisition

(% completed) 22 SG 21 SG Category

PI 2R23 SG NRC Phone Call 4

Q1: Discuss any trends in the amount of primary-to-secondary leakage observed during the recently completed cycle.

ØLeak rates based on Tritium have trended from 0.5 to 0.8 GPD over the last cycle.

ØLeak rates based on Argon have been constant at 0.8 GPD over the last cycle.

ØLeak rates based on Xenon have been constant (or less than detectable) at 1.0 GPD over the last cycle.

PI 2R23 SG NRC Phone Call 5

Q2: Discuss whether any secondary side pressure tests were performed during the outage and the associated results.

Ø Due to very low primary to secondary leakage, no pressure tests were done to look for tube leakage

Ø There are secondary side pressure tests scheduled after replacement of all the remaining Alloy 600 explosive plugs with Alloy 690 welded plugs

Ø The pressure test is not a code requirement but is based on external operating experience

PI 2R23 SG NRC Phone Call 6

Q3: Discuss any exceptions taken to the industry guidelines.

ØNo exceptions will be taken from industry guidelines.

PI 2R23 SG NRC Phone Call 7

Q4: For each SG, provide a description of the inspections performed including the areas examined and the probes used (e.g., dents/dings, sleeves, expansion-transition, U-bends with a rotating probe), the scope of the inspection (e.g., 100 percent of the dents/dings greater than 5 volts and a 20 percent sample between 2 and 5 volts), and the expansion criteria. Also, discuss the extent of the rotating probe inspections performed in the portion of the tube below the expansion transition region (reference NRC Generic Letter 2004-01, Requirements for Steam Generator Tube Inspections).

Ø Prairie island 2R23 steam generator inspection plan is attached on the following sheet.

PI 2R23 SG NRC Phone Call 8

S C O P E PROBE TYPE S/G 21 S/G 22 Full Length Bobbin 100%

100%

Rows 1 through 4U -Bends M R P C 100%

100%

Rows 5 through 8 U-Bends M R P C 33%

33%

Hot Leg Tubesheets M R P C 100%

100%

Hot Leg Roll Plugs M R P C 25%

25%

Post In Situ Pressure Test M R P C 100%

100%

Supplemental M R P C 100%

100%

Plug Visual N/A 100%

100%

Baseline new Re-Rolls Bobbin/MRPC 100%

100%

Except the bend portion of rows 1 through 4 u-bends.

ADR, CUD, DEP, DNI, DNT 5.0, DRI, DSI, DTI, INR 1.5 volts at a tube support plate, MBM, MRI, NQI, PLP (Bound MRPC PLPs), PSI, Cold Leg Thinning 40% or < 40% and 1.5 volts.

Expansion plan defined in plant procedure 2H25.1.

Note: Cold Leg Tubesheet MRPC Examination is conducted every other outage.

Inspection Plan

PI 2R23 SG NRC Phone Call 9

Q5: For each area examined (e.g., tube supports, dents/dings, sleeves, etc), provide a summary of the number of indications identified to-date of each degradation mode (e.g., number of circumferential primary water stress corrosion cracking indications at the expansion transition).

For the most significant indications in each area, provide an estimate of the severity of the indication (e.g., provide the voltage, depth, and length of the indication). In particular, address whether tube integrity (structural and accident induced leakage integrity) was maintained during the previous operating cycle. In addition, discuss whether any location exhibited a degradation mode that had not previously been observed at this location at this unit (e.g.,

observed circumferential primary water stress corrosion cracking at the expansion transition for the first time at this unit).

PI 2R23 SG NRC Phone Call 10 100 100 100 100 Special Interest MRPC N/A 100 N/A 100 Plug MRPC 100 100 100 100 U-Bend MRPC 100 100 100 100 Bobbin N/A 100 N/A 100 Tubesheet Crevice MRPC Cold Hot Cold Hot SG 22 SG 21 Analysis Status (percent completed) as of 1800 on May 16, 2005:

Analysis Status

PI 2R23 SG NRC Phone Call 11 SG 21 Analysis Results to Date N

122° N/A 0.75 1

Expansion PWSCC (circ)

N N/A N/A N/A 0/0 U-bend ODSCC/PWSCC (axial/circ)

N/A N/A N/A N/A N

N N

N N

N New N/A N/A N/A N/A 0.37 0.44 0.52 N/A N/A 0.46 Length N/A N/A 0/0 Dent PWSCC (axial/circ)

Depth Volt Degradation Mode and Location N/A 0.52 2

Crevice ODSCC (axial) 38 2.49 50 Old AVB Wear (volumetric free span) 40 2.41 21 AVB Wear (volumetric) 44 1.70 97 TSP Cold Leg Thinning (volumetric)

N/A N/A 0/0 Plug ODSCC/PWSCC N/A N/A 0/0 Dent ODSCC (axial/circ)

N/A N/A 0

TSP ODSCC (axial)

N/A 0.16 1

Sludge Pile ODSCC (axial)

N/A 1.87 221 Expansion PWSCC (axial)

Structural and accident induced leakage integrity was maintained during the previous cycle

PI 2R23 SG NRC Phone Call 12 SG 22 Analysis Results to Date N

0.94 N/A 3.53 145 Expansion PWSCC (axial)

N N/A N/A N/A 0/0 U-bend ODSCC/PWSCC (axial/circ)

N/A N/A N/A N/A N

N N

N N

N New N/A N/A N/A N/A 0.32 0.53 68° N/A N/A 0.46 Length N/A N/A 0/0 Dent PWSCC (axial/circ)

Depth Volt Degradation Mode and Location N/A 0.15 3

Crevice ODSCC (axial) 38 2.38 33 Old AVB Wear (volumetric free span) 34 1.96 31 AVB Wear (volumetric) 44 0.69 140 TSP Cold Leg Thinning (volumetric)

N/A N/A 0/0 Plug ODSCC/PWSCC N/A N/A 0/0 Dent ODSCC (axial/circ)

N/A N/A 0

TSP ODSCC (axial)

N/A 0.11 2

Sludge Pile ODSCC (axial)

N/A 0.65 2

Expansion PWSCC (circ)

Structural and accident induced leakage integrity was maintained during the previous cycle

PI 2R23 SG NRC Phone Call 13 Q6: Describe repair/plugging plans.

15 3

Cold Leg Welded Plugs 9

3 Hot Leg Welded Plugs 18 10 Cold Leg Roll Plugs 18 10 Hot Leg Roll Plugs 15 3

Cold Leg Plug Removal 9

3 Hot Leg Plug Removal 0

14 ARE - Elevated Re-roll 14 40 AR2 - 8 Re-roll 87 155 AR1 - 6 Re-roll 5

5 In Situ Pressure Test S/G 22 S/G 21 SCOPE Predicted Repairs

PI 2R23 SG NRC Phone Call 14 Q6: Describe repair/plugging plans.

Required Repairs 15 3

Cold Leg Welded Tubesheet Plugs 9

3 Hot Leg Welded Tubesheet Plugs 8

6 Cold Leg Roll Plugs 8

6 Hot Leg Roll Plugs 15 3

Cold Leg Explosive Plug Removal 9

3 Hot Leg Explosive Plug Removal 0

8 ARE - Elevated Re-roll 25 48 AR2 - 8 Re-roll 117 129 AR1 - 6 Re-roll 0

0 In Situ Pressure Test S/G 22 S/G 21 SCOPE

PI 2R23 SG NRC Phone Call 15 Q7: Describe in-situ pressure test and tube pull plans and results (as applicable and if available).

ØWe are planning on performing up to 10 in situ tests.

ØWe have no plans to pull tubes for unit 2, as part of a licensed repair program. We have, however, contracted a vendor to be mobilized for a tube pull should an inspection finding require one.

Ø Status - No tube pull needed.

Ø Status - No in situ needed.

PI 2R23 SG NRC Phone Call 16 Q8: Provide the schedule for steam generator-related activities during the remainder of the current outage.

ØET examinations were completed on May 16.

ØIn-situ testing is not required

ØRepairs should be completed by May 22

ØScheduled to install primary manways May 23

ØOutage schedule will be provided upon request

PI 2R23 SG NRC Phone Call 17 Q9: Discuss the following regarding loose parts: 1) what inspections are performed to detect loose parts, 2) a description of any loose parts detected and their location within the SG, 3) if the loose parts were removed from the SG, 4) indications of tube damage associated with the loose parts, 5) the source or nature of the loose parts, if known

PI 2R23 SG NRC Phone Call 18 1.

A) All bobbin data is evaluated for possible loose parts (PLP) and PLP wear using manual analysis by primary.

B) Secondary uses Computer Data Screening (CDS) with a PLP specific sort from TSH + 0.3 to 07H + 1.00 and from TSC + 0.3 to 07C + 1.00 and various wear detection sorts from TSH - 1.0 to TSC - 1.0.

C) The bobbin examination on peripheral and open lane tubes, 4 rows and columns deep are examined in a separate group which is identified as such to the analyst for heightened analysis awareness for PLPs.

D) All MRPC data is evaluated for PLPs.

E) All bobbin PLP indications are tested with MRPC.

F) All PLP indications are bounded radially by one tube at the same elevation.

G) A Foreign Object Search and Retrieval Inspection (FOSAR) is completed on the secondary side of one SG (21 this outage) on top of the tubesheet using fiberscope equipment every outage with a contingency plan to inspect the other SG based on eddy current results.

H) Any PLP that cannot be resolved with ECT are inspected from the secondary side for resolution.

PI 2R23 SG NRC Phone Call 19 2.

A) SG 21 has 9 MRPC PLP indications on the top of the hot leg tube sheet.

B) SG 22 has 14 MRPC PLP indications on the top of the hot leg tube sheet.

3.

A) SG 21 secondary side FOSAR is scheduled following sludge lancing on May 18.

B) SG 22 secondary side FOSAR is complete.

4.

A) SG 21 has no indication of wear associated with PLPs.

B) SG 22 has no indication of wear associated with PLPs.

5.

A) SG 21 PLP indications are most likely sludge rocks based on historical lookups. Visual confirmation will be conducted with the FOSAR inspection.

B) SG 22 PLPs - 8 indications are most likely sludge rocks based on historical lookups dating back to 1995 and 6 indications are from weld slag, machine remnants and sludge rocks.

See PLP Tables (next two slides)

PI 2R23 SG NRC Phone Call 20 SG 21 PLPs

?

?

Yes - 2003 No TSH +0.00 to +0.23 64 7

Yes - 2003 Yes - 2000 Yes - 2000 Yes - 1997 Yes - 2003 Yes - 2003 Yes - 2003 Yes - 2003 History No No No No No No No No Wear

?

?

?

?

?

?

?

?

Removed

?

?

?

?

?

?

?

?

Source 6

32 32 31 39 38 39 29 Row 64 51 50 50 31 31 30 24 Col TSH +0.09 to +0.45 TSH +0.02 to +0.24 TSH +0.12 to +0.50 TSH +0.05 to +0.25 TSH +0.00 to +0.35 TSH +0.05 to +0.25 TSH +0.03 to +0.20 TSH +0.02 to +0.31 Location

PI 2R23 SG NRC Phone Call 21 SG 22 PLPs Unknown No Yes - 1995 No TSH +0.13 to +0.35 47 33 Scale No No No TSH +0.15 to +0.38 59 37 Machine Remnant Yes No No TSH -0.02 to +0.29 73 5

Machine Remnant Yes No No TSH +0.08 to +0.39 73 6

Sludge Rock Yes No No TSH +0.08 to +0.42 73 7

Sludge Rock Yes No No TSH +0.00 to +0.40 73 8

Yes - 1995 Yes - 1995 Yes - 1995 No Yes - 1995 Yes - 1995 Yes - 1995 Yes - 1995 History No No No No No No No No Wear No No No Yes No No No No Removed Unknown Unknown Unknown Weld Slag Unknown Unknown Unknown Unknown Source 32 31 30 26 23 23 24 23 Row 47 46 45 42 23 22 20 20 Col TSH +0.14 to +0.45 TSH +0.45 to +0.70 TSH +0.10 to +0.33 TSH +0.08 to +0.29 TSH +0.65 to +0.94 TSH +0.67 to +1.31 TSH +0.00 to +0.44 TSH +0.06 to +0.54 Location