ET 09-0014, Response to Request for Additional Information Regarding 10 CFR 50.55a Request I3R-06

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Response to Request for Additional Information Regarding 10 CFR 50.55a Request I3R-06
ML091210226
Person / Time
Site: Wolf Creek Wolf Creek Nuclear Operating Corporation icon.png
Issue date: 04/23/2009
From: Garrett T
Wolf Creek
To:
Document Control Desk, Office of Nuclear Reactor Regulation
References
ET 09-0014
Download: ML091210226 (8)


Text

W0LF CREEK WNULAR OPERATING CORPORATION Terry J. Garrett April 23, 2009 Vice President Engineering ET 09-0014 U. S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555

Reference:

1) Letter 1T 08-0044, dated September 16, 2008, from T. J.

Garrett, WCNOC, to USNRC

2) Letter dated March 27, 2009, from B. K. Singal, USNRC, to R.

A. Muench, WCNOC

Subject:

Docket No. .50-482: Wolf Creek Nuclear Operating Corporation's Response to Request for Additional Information Regarding 10 CFR 50.55a Request 13R-06 Gentlemen:

Reference 1 provided Wolf Creek Nuclear Operating Corporation (WCNOC) 10 CFR 50.55a Request 13R-06, which requested alternatives to the requirements of American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code, Section Xl for Class 1 piping welds examined from the inside of the reactor vessel.

On February 23, 2009, the Nuclear Regulatory Commission (NRC) Project Manager for WCNOC provided by electronic mail a draft request for additional information (RAI) regarding 10 CFR 50.55a (Relief) Request 13R-061. A follow-up telephone discussion between the NRC and WCNOC staff was conducted on March 5, 2009, for additional clarification of the RAI, at which time it was agreed that WCNOC would provide its response within 30 days from the NRC letter providing the RAI. Reference 2 provided the NRC letter and RAI. Attachment I lists each request/question contained in the NRC RAI followed by WCNOC's response.

Attachment il contains sketches of the subject welds as requested in RAI Request Item 1.

P.O. Box 411 / Burlington, KS 66839 / Phone: (620) 364-8831 An Equal Opportunity Employer M/F/HC/VET

ET 09-0014 Page 2 of 2 This letter contains no commitments. If you have any questions concerning this matter, please contact me at (620) 364-4084, or Mr. Richard D. Flannigan at (620) 364-4117.

Sincerely, Terry J. Garrett TJG/rlt Attachments: I Response to Request for Additional Information Regarding 10 CFR 50.55a (Relief) Request 13R-06 II Sketches of the Subject Welds as Requested in RAI Request Item 1 cc: E. E. Collins (NRC), w/a V. G. Gaddy (NRC), w/a B. K. Singal (NRC), w/a Senior Resident Inspector (NRC), v/Ia

Attachment I to ET 09-0014 Page 1 of 4 Response to Request for Additional Information Regarding 10 CFR 50.55a (Relief) Request 13R-06 Wolf Creek Nuclear Operating Corporation (WCNOC) Letter ET 08-0044 (Reference 1), dated September 16, 2008, submitted 10 CFR 50.55a Request 13R-06, which requested alternatives to the examination requirements of American Society of Mechanical Engineers (ASME) Boiler and Pressure Vessel Code,Section XI for Class 1 piping welds examined from the inside of the reactor vessel. WCNOC 10 CFR 50.55a Request 13R-06 proposed an alternative to the depth sizing error requirements of ASME Code Cases N-695 and N-696, and also proposed an alternative to supplement the ultrasonic test (UT) method with eddy current examinations when performing examinations of the Code specified pipe weld volumes from the inside diameter (ID) surface due to existing ID configurations, for the third 10-year inservice inspection interval at Wolf Creek Generating Station (WCGS).

NRC letter dated March 27, 2009 (Reference 2), provided an NRC request for additional information (RAI) regarding WCNOC 10 CFR 50.55a Request 13R-06. Provided below is a list of each request/question (in: italicized font) contained in the NRC RAI followed by WCNOC's response (in bold font).

Flaw Depth Sizing Alternative

1. Page 1 of the applicationidentified welds as either Category B-F or Category B-J. Please provide representative sketches of the configurations and identify the weld and base material (carbon steel, stainless steel, Inconel, etc). Include in the sketches the impediments that are preventing the Code-required examinations.

WCNOC Response:

See Attachment II.

2. Page 4 of the application indicates that these welds were examined during fourteenth refueling outage (RF14). If the vendor being used for the welds in this request is the same vendor that was used for RF14, please provide a discussion on the vendor's efforts to satisfy the Code-required root mean square error (RMSE) since RF14.

WCNOC Response:

The vendor has demonstrated the ability to meet a depth sizing qualification requirement with an RMSE of 0.189 inches instead of the 0.125 inches required by Supplement 10, and an RMSE of 0.245 inches instead of the 0.125 inches required for Supplements 10 and 2 combined as per approved Code Case N-696. Since Refueling Outage 14, no further effort has been made by this vendor to improve their RMSE.

Attachment I to ET 09-0014 Page 2 of 4

3. The Electric Power Research Institute (EPRI) - PDI identified a surface roughness criterion of 1/32-inch gap beneath the transducerfor ultrasonictesting (UT) examinations. The inside diameter(ID) surface roughness of many of PDI's test specimens used for ID performance demonstrations are outside this standard. Having test specimens with an acceptable ID surface provides an opportunity for qualifying to the Code-required 0.125-inch RMSE. The availability of test specimens with acceptable ID surfaces is the responsibility of the entity desiring to use these test specimens in their performance demonstrations. Please discuss the vendor's depth sizing RMSE capabilities when using test specimens made with acceptable ID surfaces.

WCNOC Response:

Based on discussions with EPRI, it is WCNOC's position that the roughness criterion of 1/32-inch gap beneath the transducer for UT examinations established by PDI was applicable to outside diameter (OD) examinations only, and is not applicable to ID examinations like those addressed by 10 CFR 50.55a (Relief) Request 13R-06.

The vendor performed demonstrations on shop simulated (smooth ID) dissimilar metal welds and on field simulated (rough ID) dissimilar metal welds at EPR. There are currently no austenitic field weld samples with smooth ID surfaces available. The vendor performance did not meet the 0.125 inch RMSE for depth sizing.

Surface condition is only part of what creates difficulty for a Supplement 10 ID examination to achieve a 0.125 inch RMSE sizing capability. These welds are typically in close proximity to other austenitic piping welds, which creates a situation where sound must be transmitted partially through an adjacent austenitic weld in order to size deeper flaws.

Additionally, the primary cooling water piping welds that are examined from the ID are typically very thick (approximately 2.5 inches). Trying to achieve a 0.125 inch RMSE for depth sizing over the full thickness of thick piping welds is also very difficult, regardless of surface condition or other limitations. For this combination of reasons, the industry came up with the methodology of tracking the sizing capability for the ID examination procedures and applying the difference between the actual RMSE and the Code required RMSE to the sizing performed from the ID. This way, even though the procedure does not meet the Code required 0.125 inch RMSE, an error factor can be added to the flaw size determined during the examination in order to apply a level of conservatism to the measurement.

4. The PD! program test specimens contain ID surface roughness that existed in the field prior to utilities implementing risk-informed inservice inspection (RI ISI) programs. These test specimens normally exceed the 1/32-inch gap between the transducer and surface that PDI determined as acceptable for UT examination. For RI ISI programs, the ID surfaces should be conducive to UT examinations. In the event that a flaw is detected, please discuss your efforts to

Attachment I to ET 09-0014 Page 3 of 4 provide a surface roughness that supports a vendor's 0.125-inch RMSE qualifications.

WCNOC Response:

To provide a smooth (machined) surface on the ID of the subject welds would result in a hardship/unusual difficulty without a compensating increase in the level of quality and safety. The nominal thickness of the piping welds, which are the subject of this relief, range from 2.32" to 2.94".

The difference between the demonstrated RMSE (0.245") and the Code required RMSE (0.125") is 0.120", which is approximately 5% of the thinnest nominal wall. The amount of radiation dose and resources necessary to achieve a smooth surface is not commensurate with the increase in the level of quality and safety.

Adding the difference between the actual demonstrated RMSE and the Code required RMSE to the flaw size is a conservative measure that will ensure the integrity of the subject piping. This alternative provides an acceptable level of quality and safety.

Flaw Detection Alternative During RF14, the NRC granted WCNOC a similarrelief on these welds in a letter dated December 27, 2006 (ADAMS Accession No. ML063470082). The relief was based on a partial UT examination combined with a supplemental eddy current testing examination and visual examination. In the WCNOC letter dated September 16, 2008, no visual examination is included in the proposed alternative. Please clarify if a visual examination is to be performed and, if not, please detail how the same level of safety will be accomplished.

WCNOC Response:

A Category B-P VT-2 examination is scheduled to be performed as required by ASME Section Xl, per 10 CFR 50.55a.

Attachment I to ET 09-0014 Page 4 of 4

References:

1. WCNOC Letter ET 08-0044, dated September 16, 2008, from T. J. Garrett, WCNOC, to USNRC, "10 CFR 50.55a Request 13R-06, Alternative to the Examination Requirements of ASME Section XI for Class 1 Piping Welds Examined from the Inside of the Reactor Vessel."
2. NRC Letter dated March 27, 2009, from B. K. Singal, USNRC, to R. A. Muench, WCNOC, "WOLF CREEK GENERATING STATION - REQUEST FOR ADDITIONAL INFORMATION RE: RELIEF REQUEST 13R-06, ALTERNATIVE TO THE EXAMINATION REQUIREMENTS OF ASME SECTION XI FOR CLASS 1 PIPING WELDS EXAMINED FROM THE INSIDE OF THE REACTOR VESSEL (TAC NO. MD9658)."

Attachment II to ET 09-0014 Page 1 of 2 Sketches of the Subject Welds as Requested in Request for Additional Information (RAI) Request Item I NSE=Nozzle to safe-end SEP=Safe-end to piping Figure 1 Inlet piping to safe-end and safe-end to inlet nozzle welds (Not to scale)

I Inlet No The ID of the inlet safe-ends have uneven and non-uniform surface geometry. The dotted line indicates an example of the ID aeometrv of the inlet safe-ends.

Note: Vendors are unable to meet the Code requirement for depth sizing of 0.125 inch RMSE for configurations typical of the above when performing examinations from the Inside Diameter (ID).

Nozzle to Safe-end (NSE) welds Safe-end to Pipe (SEP) welds RV-302-121-A BB-01-F102 RV-302-121-B BB-01-F202 RV-302-121-C BB-01-F302 RV-302-121 -D BB-01-F402

Attachment II to ET 09-0014 Page 2 of 2 Figure 2 Outlet nozzle to safe-end and safe-end to outlet piping welds (Not to scale)

SEP weld Pipng = NSE weld I I Outlet NozzlIe 1

Note: Vendors are unable to meet the Code requirement for depth sizing of 0.125 inch RMSE for configurations typical of the: above when performing examinations from the ID.

Nozzle to Safe-end (NSE) welds Safe-end to Pipe (SEP) welds RV-301-121 -A BB-01-F103 RV-301-121-B BB-01-F203 RV-301-121-C BB-01-F303 RV-301-121 -D BB-01-F403