ML20100L041

Forwards Revs & Additions to Reactor Pressure Vessel & Piping Component Preservice Insp Exam Data & Addl Info Re Relief Requests from Impractical Preservice Insp Exams

ML20100L041
Person / Time
Site:	Limerick
Issue date:	04/10/1985
From:	Kemper J PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To:	Schwencer A Office of Nuclear Reactor Regulation
References
CON-#285-541 OL, NUDOCS 8504160350
Download: ML20100L041 (50)

Text

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4 PHILADELPHIA ELECTRIC COMPANY 2301 MARKET STREET P.O. BOX 8699 PHILADELPHIA. PA.19101 JOHN 5. K EMPER VICE PRESIDENT E NGINEE R4NG AND RESE ARCH Mr. A. Schwencer, Chief Docket No. 50-352 Licensing Branch No. 2 Division of Licensing U. S. Regulatory Conmission Washington, DC 20555

Subject:

Limerick Generating Station, Unit 1 Preservice Inspection (PSI) Prograr:

References:

1.

Telecon between H. D. Honan, D. L. Schmidt (PECo) and R. Martin, C. Cheng, M. Htm (NRC),

E dated April 3, 1985 2.

Letter, J. S. Kemper (PEco) to A. Schwencer (NRC),

E dated July 17, 1984 i

3.

Letter, J. S. Kemper/V. S. Boyer (PECo) to A. Schwencer (NRC), dated August 23, 1984 1

4 Letter, J. S. Kemper (PECo) to A. Schwencer (NRC),

dated August 30, 1984 Attachnents:

1.

Limerick Unit 1 PSI Relief Requests (Revisions Only) 2.

Component Sunmary Table, -Rev. 2 3.

Attachment #1 to Stmnary Report #1 4

Safety Impact Stmnary, Rev. 1 File:

GOVT 1-1 (NRC)

Dear Mr. Schwencer:

We have recently ccmpleted the review of the reactor pressure vessel and piping component PSI examination data and, as discussed in the Reference 1 telecon, are providing the above attachments as revisions and additions to References 2, 3 and 4.

Attachments 1 through 4 provide additional information regarding relief requests from impractical PSI examinations for Unit 1.

Many of the changes shown in the attachments are editorial in nature intended to clarify Information previously submitted. A stmnary of the content of each attachment is as follows:

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This Attacivnent is cernprised of editorial revisions to a nunber of relief requests. These revisions clarify wording and include the changes necessary to maintain consistency with the Component Swnary t

Table. Also included are new Relief Requests 27 and 28 which involve a support attactment weld and bolting on the RHR heat exchangers.

This Attachment is comprised of the Component Sunnary Table, Rev.

2.

The Table has been revised to include miscellaneous additions and deletions. These additions / deletions are specifically identified as such by notes in the margin of the table. All other revisions are editorial in nature, such as clarification of the component / weld identification.

The included report, " Attachment #1 to Sunnary Report #1",

supports revised PSI relief request No. 5.

This report is provided as an addition to Tab 8 of General Electric's "USNRC Regulatory Guide 1.150 Report, Limerick Unit #1", previously submitted as Attachment 3 to Reference 2.

ThIs Attachment is comprised of revisions of an editorial nature to the Safety Impact Sucnary.

l Should any addItlonal informatIon be required, piease do not hesitate to contact us.

Sincerely, S,W Ar DLS/pdO4098512 Copy to:

T. E. Murley, Regional Administrator, NRC Region I See Attached Service List

O cc: Judge Helen F. Hoyt (w/o enclosure)

Judge Jerry Marbour (w/o enclosure)

Judge Richard F. Cole (w/o enclosure)

Troy B. Conner, Jr., Esq.

(w/o enclosure)

Ann P. Hodgdon, Esq.

(w/o enclosure)

Mr. Frank R. Romano (w/o enclosure)

Mr. Robert L. Anthony (w/o enclosure)

Ms. Phyllis Zitzer (w/o enclosure)

Charles W. Elliot, Esq.

(w/o enclosure)

Zort G. Ferkin, Esq.

(w/o enclosure)

Mr. Thcmas Gerusky (w/o enclosure)

Director, Penna. Emergency (w/o enclosure)

Management Agency Angus R. Love, Esq.

(w/o enclosure)

David Wersan, Esq.

(w/o enclosure)

Robert J. Sugarman, Esq.

(w/o enclosure)

Martha W. Bush, Esq.

(w/o enclosure)

Spence W. Perry, Esq.

(w/o enclosure)

Jay M. Gutierrez, Esq.

(w/o enclosure)

Atcmic Safety & Licensing (w/o enclosure)

Appeal Board Atmic Safety & Licensing (w/o enclosure)

Board Panel Docket & Service Section (w/o enclosure)

Mr. James Wiggins (w/o enclosure)

Mr. Timothy R. S. Canpbell (w/o enclosure)

Limerick Unit 1 PSI Rollef Requests (revisions only)

ATTACHMENT I

'l Limerick Generating Station, Unit 1 Preservice Inspection Relief Reauest ASME.B6PV Code Section XI

. i 5.

Class 1 Full Penetration Welds of Nozzles in Vessels-Inspection Program B Code Item No. B3.90. Category B-D

Code Requirement:

Those Reactor Vessel nozzle-to-vessel welds shall be volunetrically examined per Table IWB-2500-1 Category B-D, Item No. B3.90.

The examinations shall cover 100% of the welds and shall be perforned completely, once, as a preservice examination reauirement. The examination. volume shall-be as shown in Figure IWB-2500-7 (b) l /h\\

including the adjacent areas of nozzle and vessel base metal.

7 f

Relief Request:

Relief.is reauested from examining 100% of the reauired volume of four (4) nozzle-to-vessel welds identified as N2B, N2G, N4B and N4D.

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A description of the examinaton coverage, percent conplete, and the obstruction (s) for each nozzle-to-vessel weld is included as Attach-i ment 3 of this submittal.

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Limarick Generating Station. Unit 1 Preservice Inspection Relief Reauest ASME B&PV Code.Section XI 6,

Class 1 Pressure Retaining Welds in Piping Code Item No. B4.5. Category B-J Code Requirement:

Those pipe longitudinal and circumferential. pressure retaining welds included in Code Category B-J of Table IWF-2500 shall be volumetrically examined per Item No. F4.5 of Table IUP-2600.

The examinations shall cover 100% of the pressure retaining welds and shall be performed completely, once, as a preservice examination recuirement. The examination volume shall include the weld plus the base metal on each accessible side of the weld for a distance of 1/2T or 1 inch, whichever is sma]Ier.

Relief Reauest:

Relief is requested from examining 100% of the reaufred volume for reasons noted in the Component Summary Table. Examina-tions were performed perpendicular and parallel to the weld axis in accordance with subarticles III-4420 and III-4430, respectively. The percent complete of each exanination is also noted in the Table. There are 67 welds included in this relief l jf g request.

Justification-for Granting Relief:

The integrity of the piping pressure boundary has been verified by construction code testing reautrements. During fabrication, examinations were performed in accordance with that edition of ASME Section III in effect at the time of procurement. Field examinations, which included radiography, magnetic particle,

~ liquid penetrant, and hydrostatic pressure tests, were performed in accordance with the 1974 Edition of Section III, including the Addenda through Winter, 1974.

The ASME Section XI preservice ultrasonic examinations' vere augmented by complete liquid penetrant tests which were performed in accordance with the 1977 Edition of Section XI, including the Addenda through Summer,1978.

The minimal safety impact of incomplete Section XI preservice examinations described above is explained in the Safety Impact Summary which postulates that a defect has ' propagated through-wall undetected. Sufficjint system redundancy, leak detection capability, and alternative systems have been included in the plant design to assure plant safety.

Rev. 2 1 of 1

Limerick Generating Station, Unit 1 Preservice Inspection Relief Request ASME B6PV Code,Section XI 8.

Class 2 Support Members for Pumps Code Item No. B5.4, Category B-K-1 Code Requirement:

Those pump integrally-welded external support attachment welds included in Code Category B-K-1 of Table IWB-2500 shall be volu-metrica11y examined per Item No. B5.4 of Table IWB-2600.

The examinations shall cover 25% of the supports with attachment welds and shall be performed completely, once, as a preservice examination requirement. The examination volume shall include the attachment weld to the pressure retaining boundary plus the base metal beneath the weld and along the attachment for a distance of 2 support thicknesses.

Relief Request:

Relief is requested from performing the volumetric examination, obstructed by the material properties of the pump pressure boundary.

There are 4 integrally welded support attachments per reactor j

recirculation pump for a total of 8 supports included in this relief request.

Justification for Granting Relief:

The structural integrity of the support attachments and welds to the pressure boundary castings has been verified by construction code testing requirements. The reactor recirculation pumps were fabricated and tested in accordance with the 1968 Draft ASME Code for Pumps and Valves for Nuclear Power, including the March 1970 l /fh Addenda. Pump pressure boundary castings were radiographed.

Surface examinations were performed on all internal and external surfaces and were repeated for final machined surfaces. All i

bolting was visually examined. A hydrostatic pressure test was performed at 1.3 tires the design pressure.

The pump pressure boundary castings, material specification ASME SA-351 GR. CF8M, have precluded ultrasonic testing from providing a meaningful Section XI volumetric examination.

It is intended that liquid penetrant surface examinations serve as an acceptable alternative.

t The minimal safety impact of incomplete Section XI preservice exsminations described above is explained in the Safety Impact Summary which postulates that a defect has propagated through-wall, undetected.

Sufficient system redundancy, leak detection capability, and alternative systems have been included in the plant design to assure plant safety.

Rev. I 1 of 1

Limerick Generating Station. Ifnit 1 Preservice Inspection Relief Reauest ASME B&PV Code.Section XI 10.

Class 1 Valve Bodi_gg Code Item No. B6.7. Category B-M-2 Code Requirement:

Those valve internal pressure boundary surfaces included in Code Category B-M-2 of Table IWB-2500 shall be visually examined per Iten No. B6.7 of Table IWB-2600. The exaninations shall cover one.

valve in each group of valves of the same constructional design mia manufacturer that performs similar functions in a system and shall be performed completely. once, as a preservice examination reouirement.

Relief Request:

f Relief is requested from performing the reouired visual examinations.

These valves are identified in Part 2 of the Component Sunnary Table.

There are 68 valves comprising 18, groups included in this relief reouest.

g{g Justification for Granting Relief:

The integrity of each valve's pressure boundary has been verified by construction code testing recuirements. This code category includes both cast and forged valves that were fabricated and tested in accordance with that edition of ASME Section III in effect at the tine of procurement.

Note that some valves were fabricatri ami tested in accordance with the 1968 Draf t ASME Code for Pumps and Valves for Nuclear Power and Addenda. Generally, all cast valves and components were radioPraphed.

Surface examinations were performed on the internal external, and component surfaces of both cast and forged valves and were repeated for final machined surfaces. All bolting was visually examined.

Hydrostatic pressure tests in excess of.1.,5, tines the design pressure were performed.

It is intended that the visual examination of the valve internals, performed by the manufacturer, serve as an acceptable alternative to the dection XI preservice requirement.

In addition, field inspections prior to installation as well as successful pre-operational tests have provided reasonable assurance that wear from mechanical misalignment is not a factor. There is no impact on plant safety as a result of this relief request.

Rev. I 1 of 1

s Limerick Generating Station, Unit 1 Preservice Inspection Relief Request ASME BGPV Code,Section XI 12.

Class 2 Integrally Welded Support Attachments to Vessels

- Code Item No. C1.3, Category C-C Code' Requirement:

4 Those vessel integrally welded external support attachment welds

included in Code Category C-C of Table IWC-2520 shall be surface examined per Item No. C1.3 of Table IWC-2600. The examinations shall cdver 100% of the welds and shall be performed completely, once, as a_preservice examination requirement. The examination

- surface shall include 100% of the attachment weld.

Relief Request:

Relief is requested from examining 100% of the required surface due to' attachment design. There are 16 attachment welds.in 2 heat exchangers included in this relief request.

Justification for Granting Relief:

- The integrity of the heat exchanger pressure boundary has been verified by construction code testing requirements.

Examinations were performed in accordance with the applicable material specifications and the 1968 Editions of ASME Section.111, Class C and Section VIII, Division 1, for the shell and tube sides, respectively.

Shell plates received ultrasonic and magnetic particle examinations.

The entire shell, including nozzle-to-vessel and support attachment welds was radiographed. Magnetic particle examinations were repeated for final machined surfaces and welds. All bolting and machined surfaces were visually examined. A hydrostatic pressure test was performed at 1.5 times the design pressure.

The minimal safety impact of incomplete Section XI preservice examinations described above is explained in the Safety Impact-Summary which postulates that a defect has propagated through-wall, undetected. -Sufficient system redundancy, leak detection capability, and alternative systems have been-included in the plant design to assure plant safety.

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Limerick Generating Station, Unit 1 Preservice Inspection Relief Reauest ASME B&PV Code,Section XI

13. Class 2 Pressure Retaining Welds in Piping Code Item No. C2.1, Categories C-F and C-G Code Recuirements:

Those pipe circumferential butt welds included in Code Categories C-F and C-G of Table IWC-2520 shall be volumetrically examined per Item No. C2.1 of Table IWC-2600. The examinations shall cover 100% of the C-F welds and 50% of the C-G welds and shall be performed completely, once, as a preservice examination recuirement. The examination volume shall include the weld plus the base netal on each accessible side of the weld for a distance of 1/2T or 1 inch, whichever is smaller.

Relief Request:

Relief is requested from examining 100% of the recuired volume of the C-F welds for reasons noted in the Component Summary Table.

Examinations were performed perpendicular and parallel to the weld axis in accordance with subarticles III-4420 and III-4430, respectively. The percent complete of each examination is also noted in the Table. There are f4 welds included in this relief lg3 request.

Justification for Granting Relief:

The integrity of.the piping pressure boundary has been verified by construction code testing reouirements. During fabrication, examinations were performed in accordance with that edition of ASME Section III in effect at the time of procurement. Field examinations, which included radiography, magnetic particle. 11aufd penetrant and hydrostatic pressure tests, were performed in accordance with the 1974 Edition of Section III Addenda through Winte r, 1974.

The ASME Section XI preservice ultrasonic examinations were augmented by complete liquid penetrant tests (exception:

RH 190A), which l/h were performed in accordance with the 1977 Edition of Section XI, including the Addenda through Summer,1978.

The minimal safety impact of incomplete Section XI preservice exaninations described above is explained in the Safety Impact Summary which postulates that a defect has propagated through-wall, undetected.

Sufficient system redundancy, leak detection capability, and alternative systems have been included in the plant design to assure plant safety.

Rev. 2 1 of 1

Limerick Generating Station. Unit 1 Preservice Inspection Relief Recuest ASME B&PV Code,Section XI 16.

Class 2 Support Members for Piping Code Item No. C2.5. Category C-E-1 Code Reouirenent:

Those pipe integrally-welded attachment welds included in Code Category C-E-1 of Table IWC-2520 shall be surface examined per Item No. C2.5 of Table IWC-2600. The examinations shall include 100% of the supports with attachnent welds and shall be performed completely, once, as a preservice exanination requirement. The examination surface shall include the attach-ment weld to the pressure retaining boundary plus the the base metal beneath the weld and along the attachment for a distance of 2 support thicknesses.

Relief Reauest:

Relief is requested from the base metal area reouirement of Table IWC-2520.

For preservice inspection, the exanination surface shall be in accordance with the 1980 Fdition of ASPF Section XI, including the Addenda through Winter 1981, Figure IWC-2500-5. The preservice exaninations shall include the attachment weld to the pressure retaining boundary plus the base metal adjacent to the weld and along the attachnent for a distance of 1/2 inch on all sides of the weld.

During the preservice inspection, some exaninations were partis))y obstructed by additional hardware welded to the integral attachment or completely obstructed due to inaccessibility (e.g., the 11 Type XXIII penetration supports encased in concrete). Pursuant to the 1974 Edition of ASME Section XI, paragraph IUC-2100(b). construction NDE records for full penetration integral attachrent welds were used, where possible, to supplement the preservice exaninations.

For these full penetration welds, the construction Code and Figure IWC-2500-5 require the same areas to be examined.

The component summary table lists all cuality Group F supports with integral attachment welds along with the incomplete examination analysis report (IEAR) number (where applicable), the percent complete for each examination as well as those preservice examinations that could be supplemented with the construction NDE results. Note:

the reported percent complete is based on the 1980 Edition of Section XI.

Figure IWC-2500-5.

Including the 11 Type XXIII penetration supports, there are a total of 149 supports included in this relief reauest.

Rev. 2 1 of 2

Linerick Generating Station. Unit 1 Preservice Inspection Relief Reauest ASME B&PV Code.Section XI 16.

Continued

' Justification for Granting Relief:

The structural integrity of the support attachments, welds, and piping pressure boundary has been verified by construction code testing reauirenents. Construction NDE included surfece examinations (except the penetration supports) and hydrostatic pressure tests' performed in accordance with the 1974 Edition of ASME Section III as modified by the Winter 1974 Addenda.

For the penetration supports, the attachment welds and base metal were surface examined in accordance with the 1968 edition of ASME Section III including Addenda throuFh Winter 1970, except 1971 edition including Addenda through Funner 1972 for penetration X-207A.

2 of 2

Limerick Generating Station. Unit 1 Preservice Inspection Relief Reauest ASME B&PV Code.Section XI

17. Class 2 Pressure Retaining Welds in Pumps Code Item No. C3.1. Categories C-F and C-G Code Requirement:

Those pump casing weld joints included in Code Categories C-F and C-G of Table IWC-2520 shall be volumetric 11y examined per Item No. C3.1 of Table IWC-2600. The examinations shall cover 100% of the C-F welds and 50% of the C-G welds and shall he perfcrmed completely. once. as a preservice examination reauire-ment. The examination volume shall include 100% of the weld plus the base metal for one wall thickness beyond the edge of the weld.

Relief Request:

Relief is requested from examining 100% of the reauired volume of the C-F welds for reasons noted in the Component Summary Table. There are 56 welds included in this relief reauest.

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Justification for Granting Relief:

The integrity of the RFR and Core Spray pump pressure houndaries has been verified by construction code testing reauirements.

Examinations were performed in accordance with the applicable material specification and that edition of ASMF Section III in effect at the time of procurement.

The pump casings were radio-graphed and liquid penetrant tested. Surface examinations were repeated for final machined surfaces. Pump shell plates received ultrasonic and magnetic particle tests. All bolting was visually examined. Hydrostatic pressure tests were performed at 1.3 times the design pressure.

The ASME Section XI preservice ultrasonic examination of the shell welds was augmented by complete liquid penetrant tests.

which were performed in accordance with the 1977 Edition of Section XI, including the Addenda through Summer 1978.

The minimal safety impact of incomplete Section XI preservice examinations described above is explained in the Safety Impact Summary which postulates that a defect has propagated through-wall undetected. Sufficient system redundancy. leak detection capability, and alternative systems have been included in the plant design to assure plant safety.

Rev. I 1 of 2

Limerick Generating Station. Unit 1 Preservice Inspection Relief Peauest ASME B&PV Code.Section XI

17. ' Additional Information The following additional information was included in Mr. J. S. Kemper (PECo) letter to Mr. A. Schwencer (NRC). dated August 23. 1984.

1.

Weld identification figures from the Preservice Program Plan.

80A1558 for both the RHR and Core Spray pumps.

2.

Excerpts from the Core Spray pump Owners' Fanual (including General Arrangement Diagram) which provide general design notes-for the pump foundations. These notes are typical of both FFR and Core Spray pumps.

3.

Photographs (3) showing the pump foundation arrangement at the inlet nozzles for both the RHR and Core Spray pumps.

Inservice inspection of those pump shell welds that are incased in concrete must be deferred until such time that the pump is removed for maintenance. Either visual. surface or volumetric examinations may be performed depending on ALARA considerations and eauipment availability. Visual examinations from the exterior will he performed during system pressure tests. Shell leakage can he detected at the foundation construction joints.

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Lirrerick Generating Station, Unit 1 Preservice Inspection Relief Request-ASME BSPV Code,Section XI 19.

Class 1 Pressure Retaining Welds in Piping Code Item No. B4.5, Category B-J This relief request is withdrawn per Mr. J. S. Keeper (PECo) letter to Mr. A. Schwencer (NRC) dated August 30, 1984.

s Rev. 1 1 of I

Limerick Generating Station, Unit 1 Preservice Inspection Relief Request JASME BSPV Code,Section XI

20.. Class 2 Pressure Retaining Kelds in Piping Code Item No. C2.1, Categories C-F and C-G This relief request is withdrawn per Mr. J. S. Kemper (PECo) letter to Mr. A. Schwencer (NRC) dated August 30, 1984.

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Limerick Generating Station, Unit 1 Preservice Inspection Relief Recuest ASPE B&PV Code,Section XI

21. Class 2 Pressure Retaining Welds in Pressure Vessel Code Item No. C1.1, Category C-A Code Recuirement:

Those shell and head circunferential welds included in Code Category C-A of Table IWC-2520 shall be volumetrically exanined per Item No. C1.1 of Table IWC-2600. The examinations shall cover at least 20% of each circumferential weld, unifornly distributed among three areas around the vessel circumference, and shall be performed completely, once, as a preservice exanination requirement. The examination volume shall include the weld plus the base metal for one plate thickness beyond the edge of the weld joint.

Relief Recuest:

Relief is requested from our Preservice Inspection Progran Plan l/h requirement to examine 100% of each vessel shell circunferential weld for reasons noted in the Component Sunmary Table. There are 2 welds in the "A" and 2 welds in the "B" RHR heat exchangers lg included in this relief reauest.

Justification for Granting Relief:

The integrity of the heat exchanger pressure boundary has been verified by construction code testing requirenents. Examinations were performed in accordance with the applicable material speci-fications and the 1968 Editions of ASME Section III Class C and Section VIII. Division 1, for the shell and tube sides, respectively.

Shell plates received ultrasonic and magnetic particle examinations.

The entire shell, including nozzle-to-nozzle and support attachment welds was radiographed. Magnetic particle examinations were repeated for final machined surfaces and welds. All bolting and machined surfaces were visually examined. A hydrostatic pressure test was performed at 1.5 times the design pressure.

As noted in the Component Summary Table, the ultrasonic examination coverage, achieved during the preservice inspection, exceeds ASME Section XI (74/S75) recuirements. 'Since the code coverage

/fi requirement has been met, relief is requested only from the coverage requivement established in the Program Plan.

Tne minical safety impact of incomplete Section XI preservice examinations described above is explained in the Safety Impact Summary which postulates that a defect has propagated through-wall, undetected.

Sufficient system redundancy leak detection capability, and alternative systems have been included in the plant design to assure plant safety.

Rev. 1 I of 1 i

Limerick Genersting Station. Unit 1 Preservice Inspection Relief Reauest ASME B&PV Code.Section XI 24.

Cla ss 2 Pressure Retaining bolting Exceeding 1-inch in Dianeter Code Iten No. C4.2. Category C-D Code Requirement:

Those valve bolting components included in Code Category C-D of Table IWC-2520 shall be visually and either surface or volumetrically examined per Iten No. C4.2 of Table IWC-2600.

Bolting may be examined either in place under tension, when the connection is disassembled, or when the bolting is removed.

Examinations shall cover 10% of the bolting components, threads in the base material and flange ligaments between threaded stud holes for each bolted joint. but not less than two holts or studs per joint and shall cover 100% of the bolting per inspection interval. The examinations shall include bolts, studs nuts. bushings, washers, and threads in the base material and flange ligaments between threaded stud holes. Bushings, threads, a.:t ligaments in base naterial and flanges are reautred to be examined only when the connection is disassenbled.

Relief Request:

Relief is requested from completing the Code examinations e

for 100% of the bolts in each bolting set as scheduled in the PSI Program Plan. The examination (s), obstruction (where applicable) and number of holts per valve are noted in the Component Summary Table. There are 4, bolting sets included g

in this relief request.

Justification for Granting Relief:

The integrity of the valve pressure retaining bolting has been verified by Construction Code testing reauirements. Examinations were performed in accordance with the material specification and that edition of ASME Section III in effect at the time of procurement. Visual examinations were performed on the threads, shanks, and heads (where applicable).

Surface examinations were performed on either the finished bolting or the naterial stock just prior to threading.

It is intended that the examinations performed in accordance with the Construction Code serve as an acceptable alternative to the Section XI preservice reouirements.

Except for valves HV-51-182A and HV-51-182P.Section XI preservice jbg exaninations were performed with the bolting in place, under tension.

Visual and surface examinations were performed to satisfy Section XI requirements.

In addition, ultrasonic examinations were performed on the studs / bolts, where practical.

Rev. I 1 of 2

Limerick Generating Station, Unit 1 Preservice Inspection Relief Request ASME B6PV Code.Section XI 24.

Continued The pressure retaining bolting for HV-51-182A and HV-51-182B were magnetic particle examined by cualified

/

personnel in accordance with the recuirements of the draft ASME Section III, 1968 edition including addenda through Summer 1970 for class 1 valves.

All bolting included in this relief reauest is less than 2-inches in diameter. The first interval and successive inservice inspection programs will be based on the 1980 edition (or later) including addenda throt;h Winter 1981 (or later) of the ASME Section XI code. Therefore, only those pressure retaining class 2 bolting exceeding 2-inches in diameter will be examined during each inservice inspection interval.

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Preservice Inspection Relief Request ~

'ASME BSPV Code,Section XI t

25.

Class 1 Pressure Retaining Welds in Piping Code Item No. B4.5, Category B-J Code Requirement:

Those pipe circumferential and longitudinal pressure retaining lj{g welds included in Code Category B-J of Table IWB-2500 shall be volumetrically examined per Item No. B4.5 of Table IKB-2600. The following data.is required to be recorded to document the examinations per subarticle III-4500; a.

data sheet identity and date;

-b.

examination personnel; c._

applicable calibration sheet' identity; d.

examination procedure and revision; f.

surface from which examination was conducted; g.

record of indications (or lack of) which includes search unit location and orientation applicable to reflector; peak amplitude, reference level, and end points at reference level (parallel to reflector) along with the minimum and maximum sweep readings

_to the reflector; h.

.date and time period 'of the examination.

Relief Request:

Relief is requested from the recording requirement of item III-4500

'(g).as applied to geometric reflectors. There are 42 welds included

/fh in this relief request. These welds are identified in the Component Summary. Table.

Justification for Granting Relief:

-For geometric reflectors, the information not recorded on a consistent basis was the circumferential location (L) of the search unit, relative to the zero datum, for the peak amplitude response. - ID root geometry which was recorded as " intermittent 360" can be confirmed by data plots and/or review of the ASME Section III radiographs. There is no impact on plant safety as a result of this relief request.

Rev. I 1 of I

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Limerick Generating Station, Unit 1 Preservice Inspection Relief Request ASME BGPV Code,Section XI

' 26.

Class 2 Pressure Retaining Welds in Piping Code Item No. C2.1, Categories C-F and C-G Code Requirement:

Those pipe circumferential pressure retaining welds included in Code Categories C-F and C-G of Table IWC-2520 shall be voluretrically examined per Item No. C2.1 of Table IWC-2600. The following data is required to be recorded to document the examinations per subarticle III-4500, a.

data sheet identity and date; b.

examination personnel; c.

applicable calibration sheet identity; d.

examination procedure and revision; f.

surface from which examination was conducted; i

g.

record of indications (or lack of) which includes search unit location and orientation applicable to reflector; peak amplitude, reference level, and end points at reference level (parallel to reficctor) along with the minimum and maximum sweep readings to the reflector; h.

date and time period of the examination.

Relief Request:

Relief is requested from the recording requirement of item 111-4500 (g) as applied to geometric reflectors. There are 86, welds included /fi in this relief request. These welds are identified in the Component Summary Table.

Justification for Granting Relief:

t For geometric reflectors, the information not recorded on a consistent basis was the circumferential location (L) of the search unit, relative to the zero datum, for the peak amplitude response.

ID 4

geometry which was recorded as " intermittent 360'" can be root confirmed by data plots and/or review of the ASME Section III radiographs.

Fifty-nine of these welds will not require volumetric examination during inservice inspection. There is no impact on l

plant safety as a result of this relief request.

Rev. I 1 of 1 L

i Limerick Generating Station, Unit 1 Preservice Inspection Relief Recuest ASME & B&PV Code,Section XI 27.

Class 1 Support Members for Piping Code Item No. B4.9, Category B-K-1 Code Reauirement:

Those pipe inteFrally-welded attachment welds included in Code Category B-K-1 of Table IWB-2500 shall be volumetrically examined per Item No. B4.9 of Table IWB-2600. The examinatione shall include 25% of the supports with attachment welds and shall be performed completely, once, as a preservice examination reaufre-ment. The examination volvme shall include the attachment wcld to the pressure retaining boundary plus the base metal beneath the weld and along the attachment for a distance of 2 sunport thicknesses.

Relief Request:

Relief is requested from our Preservice Inspection Program Plan requirement to examine 100% of each attachment weld. There is one (1) support included in this relief request. The percent complete of the UT examination and the particular interference are identified in the Component Summary Table.

Justification for Granting Relief:

The structural integrity of the support attachments, welds, and piping pressure boundary has been verified by construction code testing recuirements. The attachment welds and base metal were surface examined in accordance with the 1974 Edition of ASME Section III, including the Addenda through the Winter,1974.

All of the 9 supports (100%) falling under item B4.9 of Code Category B-K-1 are included in the Program Plan. Since the Code requirements has been met, relief is reauested only from the PSI Program Plan schedule.

The minimal safety impact of incomplete Section XI preservice examinations described above is explained in the Safety Impact Summary which postulates that a defect has propagated through-wall undetected.

Sufficient system redundancy, leak detection capability, and alternative systems have been included in the plant design to assure plant safety.

Rev. 0 1 of 1

L Limerick Generating Station. Unit 1 Preservice Inspection Felief Recuast ASME B & PV Code.Section XI 28.

Class 2 Pressure Retaining Bolting Exceeding 1-inch in Diameter Code Item No. C1.4, Category C-D Code Requirement:

Those pressure vessel bolting components included in Code Category C-D of Table IWC-2520 shall be visually and either surface or volumetrically examined per Item No. C1.4 of Table IWC-2600. Bolting may be examined either in place under tension, when the connection is disassembled, or when the bolting is removed. Visual examinations shall cover 100%

of the bolts, studs, nuts, bushings, and threads in base material and flange: ligaments between threaded stud holes. Surface and volumetric examinations shall ' cover 10% of the bolting components, threads in the base material and flange Ifgaments between threaded stud holes for each bolted joint, but not less than two bolts or studs per joint and shall cover 100% of the bolting per inspection interval.

The examinations shall include bolts, studs, nuts, bushings, washers and. threads in the base material and flange ligaments between threaded stud holes.

Bushings, threads and ligaments in the base material and flanges are required to be' examined only when the connection is disassembled.

Relief Recuest:

Relief is requested from performing the reouired examinations of

'128 nominal diameter 1 1/8 inch holting sets for the A6B RHR Heat Exchangers.

C Justification:

The_ integrity of the RHR heat exchanger pressure retaining bolting has

-been verified by construction code testing reautrements. Examinations were performed in accordance with the material specification and that edition of ASME Section III in effect at the time of procurement. Visual examinations were performed on the-threads, shanks and heads (where Japplicable).

Surface examinations were performed in either the finished bolting or the material stock just prior to threading. A hydrostatic pressure test was performed at 1.5 times the design pressure.

It is intended that.the examinations performed by the manufacturer, serve as an acceptable alternative to the Section XI preservice recuirements.

The minimal safety impact of the incomplete Section XI preservice examinations described above is explained in the Safety Impact Summarv.

Sufficient system redundancy. leak detection capability, and alternative systems have been included in the plant design to assure plant safety.

Rev. 0 1 of 2

28.

Continued l

-All bolting included in this relief reauest is less than 2-inche's in diameter. The first interval and successive inservice inspection programs will be based on the 1980 edition (or later) including Addenda through Winter 1981 (or later) of the ASME Section XI code.

Therefore, only those pressure retaining class 2 holting exceeding 2-inches in diameter will be examined during each inservice inspection interval.

- Dt' ring the first interval. the RHR Heat Exchanger bolting will receive a visual exanination (VT-1), either in place or disassembled, at a time of maintenance or concurrent with the scheduled volumetric examination of the shell welds.

2 of 2 Component Sunmary Table, Rev. 2

LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, REV. 2 l

.The Component Summary Table is presented in two parts. Part 1 is an itemized listing of the pressure retaining components, welded attachments and supports for which complete preservice examinations in accordance with the 1974 Edition of ASME Section XI. Tables IWB-2600 and IWC-2600 fb

.were not concluded due to various physical impediments. Part 2 is a listing

- f Class 1 valves for which the manufacturer's internal surface visual o

examinations under ASME Section III are considered adeouate to meet the requirements of Section XI Examination Category B-M-2, Item B6.7.

Both parts of the table include components previously identified for relief request.

-The data provided in the Component Summary Table is based on Incomplete Examination Analysis Reports (IEAR's) and Revision 9 of the Preservice l

Inspection Program Plan as submitted by NES.

It is recognized that this Component Summary Table, as presented in h

this Revision 2, is subject to change, contingent upon the conclusion of I

current examination data analyses and modifications on the plant design and as-built configuration.

Revision Key A

- Revision to Component Summary Table, Revision 1.

A

- Additional Weld / Component for which relief is reauested.

I Note - Special instruction D/"X" - Delete from Relief Recuest "X", Component Summary Table, Rev. I 1 of 2

LIFERICK' GENERATING STATION. UNIT 1 COMPONENT

SUMMARY

TABLE. REV. 2 i

The following is an abbreviation index for use with the Component Summary Table:

-General

.N/A Not Applicable.

SIC Safety Impact Category - The Category number identified relates to a description in the Safety Impact Summary which follows the Component Summary Table.

Systems Residual Heat Removal RH High Pressure Coolant Injection HP Nain Steam MS Core Spray CS Feedwater FW Reactor Core Isolation Cooling RC' Reactor Recirculation RR Reactor Water Clean-up RW Control Rod Drive RD Component Suffixes A

New or additional weld LD Longitudinal Seam (Downstream)

LU -

Longitudiani Seam (Upstream)

Hin Inner Radius of Elbow Seam Max -

Outer Radius of Elbow Seam R

Repair Weld Examination Code VT Visual Examination

.PT Liould Penetrant Examination

~

MT Magnetic Particle Examination RT Radiographic Examination UT Ultrasonic Examination Long.

Longitudinal as defined in ASME Section XI.

Article III-4430. " Longitudinal Reflectors".

Cire.

Circumferential as defined in ASFE Section XI.

Article III-4420. "Circumferential Reflectors".

2 of 2

PAGE 1

LIMERICK GENERATING STATIDN, UNIT 1 a

COMPONENT

SUMMARY

TABLE, PART 1, REV.

2-Relief.

Component Ident. No.

Component Description

-Request Isometric Dwg No.

Code Category / Item No..

IEAR No.

Obstruction / Remarks

% Complete Method SIC-No.

==

=

e RHA-001A 12" Pipe to Pipe 2036 Joint Configuration 60% Long.

UT 4

6 91- @1 B-J/B4.5 Fitting to Pipe Weld 100%.Cire.

RHA-013 12" Flued Head (X-45A) 2212 Joint Configuration 60% Long.

UT 2

6 01- 01 to Val <e (HV-1F0174)

_ Fatting to Fitting Weld

& Cire.

B-J/94.5 y

RHA-092 12" Flued Head (X-13A) 2228 Joint Configuration

.30% Long.

'UT 2

6 01- 01 to Valve (HV-1F015A)

Fitting to Fitting Weld 50% Cire.

4 B-J/B4.5 RHB-002 12" Elbow to Valve-2289 ASME Code Plate 100% Long.

UT 4

6 A

4 et-C4 (1F065B) 98% Cire.

B-J/B4.5 4 1 RHB-913 12" Flued Head (X-45B) 2212 Joint Configuration 60% Long.

UT 2

6 01- 04 to Valve (HV-1F017B)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 RHB-082 12" Flued Head (X-13B) 2111 Joint Configuration 80% Long.

UT

-2 6

01-64 to Valve (HV-1F015B)

Fitting to Fitting Weld 50% Circ.

B-J/B4.5 RHC-013 12" Flued Head (X-45C) 2212 Joint Configuration 60% Long.

UT 2

6

,~

61-67 to Valve (HV-1F017C)

Fitting to Fitting Weld

& Cire.

B-J/94.5 RHD-813 12" Flued Head (X-45D) 2212 Joint Configuration 60% Long.

UT 2

6 01-C9 to Valve (HV-1F017D)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 RH-915 20" Flued Head (X-12) 2196

. Joint Configuration 80% Long.

UT 3

6 St-11 to Valve (HV-1F008)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 RHA-1904 6" Pipe to Flange 2235 Joint Configuration 30% Long.

UT 2

6 01-15 B-J/B4.5 Fitting to Pipe Weld

& Cire.

~

Columnar Structure of Dendritic Weld s

RHA-218 6" Flued Head (X-17) 2077 Joint Configuration 60% Long.

UT 7

6 01-16 to Valve (HV-1F023)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 HP-021 10" Flued Head (X-11).

2141 Joint Configuration 90% Long.

UT 8

6 02-et to Valve (HV-1F003)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 MGA-022 26" Valve (HV-1F0224) 2279 Joint Configuration 100% Long.

UT 2

6,25 Note

~

@3- 01 to Flued Head (X-74)

Fitting to Fitting Weld /

70% Cire.

1 B-J/B4.5 Recording of Geometric Reflector Data NES NCR 799

PAGE 2

LIMERICK GENERATING STATIDN, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Request d;

Coeponent Ident. No.

Component Description Isometrac Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

..==================

==

=

CA MSA-0239 26" Flued Head (X-7A) 2037 Joint Configuration /

95% Long.

UT 2

6,25 Note 03- 01 to Valve (HV-1F028A)

Recording of Geometric 70% Cire.

2 B-J/B4.5 Reflector Data-cy l

NES NCR 799 f

MSB-C24 26" Valve (HV-1F022B) 2273 Joint Configuration 100% Long.

UT 2

6 A

_J 03- 01 to Flued Head (X-78)

Fitting to Fitting Weld 60% Cire.

B-J/B4.5 MSB-025 26" Flued Head (X-7B) 2050 Joint Configuration 60% Long.

UT 2

6 03- 01 to Valve (HV-1F028B)

Fitting to Fatting Weld 85% Cire.

B-J/B4.5 MSC-022 26" Valve (HV-1F022C) 2281 Joint Configuration 100% Long.

UT 2

6,25 Note 03- 04 to Flued Head (X-7C)

Fitting to Fitting Weld /

70% Cire.

1 B-J/B4.5 Recording of Geometric Reflector Data NES NCR 799 MSC-C23 26" Flued Head (X-7C) 2275 Joint Configuration 100% Long.

UT 2

6 A

03- 04 to Valve (HV-1F028C)

Fitting to Fitting Weld 60% Cire.

B-J/B4.5 MSD-022 26" Valve (HV-1F022D) 2281 Joint Configuration 100% Long.

UT 2

6 A

C3- 04 to Flued Head (X-7D)

Fitting to Fitting Weld 70% Cire.

B-J/B4.5 MSD-023 26" Flued Head (X-7D) 2039 Joint Configuration 75% Long.

UT 2

6 03- 04 to Valve (HV-1F028D)

Fitting to F.tting Weld 90% Cire.

B-J/C4.5 6s CSA-015 Flued Head (X-16A) 2067 Joint Configuration 60% Long.

UT 2

6 04- 01 to Valve (HV-1F005)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 CSB-010 Valve (HV-1F006B) 2105 Joint Configuration 95% Long.

UT 2

6,25 G4- 04 to 12" Pipe Fitting to Pipe Weld /

90% Cire.

B-J/B4.5 Recording of Geometric Reflector Data v

NES NCR 799 CSB-015 Flued Head (X-168) 2085 Joint Configuration 40% Long.

UT 2

6 04- 04 to Valve (HV-108)

Fitting to Fitting Weld

& Circ.

B-J/B4.5 FWA-007 12" x 20* Reducer to 2292 Joint Configuration 100% Long.

UT 4

6 A

C2 05-91 20" x 20" x 12" Tee Fitting to Fittang Weld 70% Cire.

B-J/B4.5 C2 FWA-018 20" x 24" Reducer to 2292 Joint Configuration 100% Long.

UT 4

6 A

B5- 01 24" x 24" x 12" Tee Fitting to Fitting Weld 70% Cire.

Cd B-J/B4.5

-l PAGE 3

LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2

. Relief Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

n FWA-C28 24" x 24" x 12" Tee 2241 Joint Confsguration 60% Long.

UT 4

6 05- 01 to 24" Elbow Fitting to Fitting Weld

& Cire.

B-J/B4.5 FWA-031 Valve (HV-1F011A) 2285 Joint Configuration 100% Long.

UT 9

6 A

05-91 to 24" Elbow Fitting to Fitting Weld 60% Cire.

B-J/B4.5 FW4-032 24" El bow t o 2052 Joint Configuration 75% Long.

UT 9

6 C5- 01 Valve (1F0104)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 FW4-033 24" Valve (1F010A) to 2277 Joint Configuration 100% Long.

UT 2

6,25 Note 05- 01 Flued Head (X-9A)

Fitting to Fitting Weld /

60% Cire.

1 B-J/B4.5 Recording of Geometric Reflector Data NES NCR 799 FWA-034 24" Flued Head (X-9A) 2055 Joint Configuration 40% Long.

UT 2

6 05- 01 to Valve (HV-1F074A)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 FWB-007 12" x 20" Reducer to 2193 Joint Configuration 60% Long.

UT 4

6 05- 03 20" x 20" x 12" Tee Fitting to Fitting Weld

& Cire.

B-J/B4.5 FWB-016 20" x 24" Reducer to 2274 Joint Configuration' 100% Long.

UT 4

6 A

~

C5-93 24" x 24" x 12" Tee Fitting to Fittirg Weld 60% Cire.

B-J/B4.5 FWB-025 24" x 24" x 12" Tee 2078 Joint Configuration 60% Long.

UT 4

6 C5-G3 to 24" Elbow Fitting to Fitting Weld

& Cire.

B-J/B4.5-a FWB-C28 24" Valve (HV-1F011B) 2236 Joint Configuration 90% Long.

UT 9

6 05- 03 to 24" Elbow Fitting to Fitting Weld

& Cire.

.s 24" Elbow to 2051 Joint Configuration 75% Long.

UT 4, 9 6

FWD-029 03-83 Valve (1F010B)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 FWB-030 Valve (1F010B) to 2205 Joint Configuration 75% Long.

UT 2

6 C5- 03 24" Flued Head (X-98)

Fitting to Fitting Weld 90% Cire.

B-J/B4.5 FWB-031 24" Flued Head (X-9B) 2043 Joint Configuration 90% Long.

UT 2

6 C5-83 to Valve (1F0748)

Fitting to Fitting Weld 65% Cire.

B-J/B4.5 RC-131 Flued Head (X-10) 2259 Joint Configuration 100% Long.

UT 8

6 06-91 to Valve (HV-1F008)

Fitting to Fitting Weld 50% Cire.

D-J/D4.5

m PAGE' 4

LIMERICK GENERATING STATION. UNIT 1

.+

COMPONENT SUMMe.RY TABLE, PART 1,

REV. 2 Relief-Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

-IEAR No.

Obstruction / Remarks'

% Complete Method SIC No..

==

=

RRA-006LD-Man.

Elbow Seam Max. Radius 2013 Sock-O-Let Blocking 100% Long.

UT 4

6 C7-G1 B-J/B4.5 Scan Path 95% Cire.

RRA-006LD-Min.

Elbow Seam Min. Radius 2014 Sock-O-Let Blocking 100% Long.

UT

~ 4 6

G7-C1 B-J/B4.5 Scan Path 95% Circ.

m REA-037LU-Max.

Elbow Seam tian. Radius 2013 Sock-O-Let Blocking 100% Long.

UT 4

6 07-C1 B-J/B4.5 Scan Path 95% Cire.

m RRA-007LU-Min.

Elbow Seam Min. Radius 2014 Sock-O-Let Blocking 100% Long.

UT 4

6 07-61 B-J/B4.5 Scan Path 95% Cire.

RRA-008 Valve (HV-1F023A) 2239 Sock-O-Let Blocking 100% Long.

UT 4,10 6

07-Si to 28" Pipe Scan Path 97% Cire.

B-J/B4.5 RRA-022 28" Pipe to 2197 Joint Configuration 80% Long.

UT 4

6 G7- 01 28" x 28" x 12" Tee Fitting to Pipe Weld

& Cire.

B-J/B4.5 RRA-023 28" x 28" x 12" Tee 2080 Joint Configuration 40% Long.

UT 4

6-87-91 to 28" x 22" Cross Fitting to Fitting Weld

& Cire.

B-J/B4.5 RRA-035 28" x 22" Cross to 2030 Joint Configuration 70% Long.

UT 4

6 G7- 01 28" x 12" Reducer Fitting to Fitting Weld 40% Cire.

B-J/B4.5 RRB-005LD-Max.

Elbow Seam Max. Radius 2240 Sock-O-Let Blocking 97% Long.

UT 4

6 C7-C2 B-J/B4.5 Scan Path

& Cire.

v RRB-005LD-Min.

Elbow Seam Min. Radius 2029 Sock-O-Let Blocking 85% Long.

UT 4

6 C7 C2 B-J/B4.5 Scan Path

& Cire.

se RRB-006LU-Max.

Elbow Seam Max. Radius 2033 Sock-O-Let Blocking 85% Long.

UT 4

6 07-82 B-J/B4.5 Scan Path

& Cire.

rs RRB-006LU-Min.

Elbow Seam Min. Radius 2033 Sock-O-Let Blocking 85% Long.

UT 4

6 07-C2 B-J/B4.5 Scan Path

& Cire.

w RRB-021 28" Pipe to 2194 Joint Configuration 90% Long.

UT 4

6 07- 02 28" x 28" x 12" Tee Fitting to Pipe Weld 100% Circ.

B-J/B4.5 RRD-022 28" x 28" x 12" Tee 2031 Joint Configuration 40% Long.

UT 4

6 07- 02 to 28" x 22" Cross Fitting to Fitting Weld

& Circ.

B-J/B4.5 RRB-033 28" x 22" Cross to 2079 Joint Configuration 40% Long.

UT 4

6 07- 02 28" x 22" Reducer Fatting to Fitting Weld 8 Circ.

B-J/B4. 5

==

PAGE 5

LLIMERICK CENERATING S'TATIDN, UNIT 1 _

a COMPONENT

SUMMARY

TABLE,.PART 1, REV. 2*

. Relief Request

.a Component Ident.

No..

Component _ Descript ion

. IEAR No.

Obstruction / Remarks

% Complete Method SIC.

No.,

Isometric Dag No.

Code Category / Item No.

=

RRA-049 2" Nozzle to' Fitting 2290 Fitting Size 8 0% Lon'.

UT 10

.6..

A-g 87 _03 B-J/B4.5 Joint Configuration

& Cire.

~

RRA-050 Reducer to 2" Elbow 2082 Joint Configuration.

70% Long.

UT.

10 6

87- @3' B-J/B4.5 Fitting to Fitting Weld

& Ci re.

Proximity of Weld to

==

Min. Elbow Radius RRB-047 2" Nozzle to Fitting 2291-Fitting Size 8 0% Long.

UT 10 6; - A 07-64 B-J/B4.5 Joint Configuration

& Cire.

87 84 B-J/B4.5 2083 Joint Configuration 85% Long.

UT 10 6

J.

RRB-048 Reducer to 2" Elbow Fitting to Fitting Weld

& Cire.

Proximity of Weld to.

i Min. Elbow Radius g,

RW-044 4" Pipe to Valve (1016) 2265 Joint Configuration 80% Long.

UT 8

6',25 Note 08- 01 B-J/B4.5 Fitting to Pipe Weld /

100% Cire.

3-r.

Recording of Geometric Reflector Data NES NCR 799 RW-019 6" Flued Head (X-14) 2099 Joint. Configuration 70% Long.

UT 2

6 08- 02 to Valve (HV-1F004)

Fitting to Fitting Weld

& Cire.

B-J/B4.5 RW-087 2-1/2" Pipe to 2015 Penetration (X-38) 100% Long.

UT 4

6 98- @3 2-1/2" Tee.

Support Blocking Scan 66% Cire.

B-J/B4.5 Path RW-891 2" Pipe to Elbow 2046 proximity to Min. Radius 60% Long.

.UT 4

'6 08-83 B-J/B4.5 of Elbow and to Reducer

& Circ.

on Either Side of Weld sr RW-092 2" Elbow to Pipe 2045 Proximity to Min. Radius 50% Long.

UT 4

6 08-83 B-J/B4.5 of Elbow and to Valve

& Cire.

(1F029) on Either Side of Weld

~

RW-099 4" Tee to Cap 2021 Sock-O-Let Blocking 100% Long.

UT 4

6 C8-84 B-J/B4.5 Scan Path 70% Cire.

RW-110 6" Valve (HV-1F100) 2025 Joint Configuration 100% Long.

UT 4

6 08- 04 to 4" x 6" Reducer Fitting to Fitting Weld 40% Cire.

B-J/B4.5 e

RW-113 2" Weld-O-Let to 2032 Joint Configuration 80% Long.

UT 4

6 08-G4 2" Pape Fitting to Pipe Weld.

100% Cire.

B-J/B4.5 Overprep an Weld Toe

. ma

i t

e PPSE 6

LIMERICK GENEEATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV.

2*

Relief Request c

Component Ident. No.

Component Description Isometric Dwg No.

Code Category / Item rio.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

i

==

=

~ c RW-123 4" Pipe to Flow 2076

-JJint Configuration 90% Long.

UT.

4 6

08-64 Element (FE-1N038)

Fitting to Pipe Weld 8 Cire.

B-J/B4.5

,/

c m,

)

RW-133 4" Pipe to Elbow 2047 Joint Configuration 75% Long.

UT 4

6 G5- 04 B-J/B4.5

' Fitting to Pipe Weld

&_Cire.

3 VRR-1RP-H001 Pump Support, Lug Weld 2306 Forged Lug to Cast 0% Long.

UT 10 8

A 07-101 B-K-1/BS.4-Base Metal

& Cire.

VRR-1RP-H002 Pump Support, Lug Weld 2306 Forged Lug' to Cast 0%.Long.

UT 10 8

I G7-101 B-K-1/B5.4 Base Metal

~_

$ Cire.

VRR-1RP-H003 Pump Support, Lug Weld 2306 Forged Lug to Cast 0% Long.

UT 10 8

07-101 B-K-1/B5.4 Base Metal 8 Cire.

VRR-1RS-HA6 Pump Support, Lug Weld 2306 Forged Lug to Cast

'0% Long.

UT 10 8

A G7-101 B-K-1/B5.4 Base Metal

& Cire.

VRR-I R p-H004 Pump Support, Lug Weld' 2307 Forged Lug to Cast 0% Long.

UT 10 8

A

)07-102 B-K-1/B5.4 Base Metal

& Cire.

VRR-1RP-H005 Pump Support, Lug Weld 2307 Forged Lug to Cast 0% Long.

UT 10 8

07-1C2 B-K-1/B5.4 Base Metal

- & Cire.

g, f

VRR-1RP-H006 Pump Support, Lug Weld 2307 Forged Lug to Cast 0% Long.

UT 10 8

l G7-1@2 B-K-1/B5.4 Base Metal 8 Cire.

tr 1

VRR-1RS-HB6 Pump Support, Lug Weld 2307 Forged Lug to Cast 0% Long.

UT 10 8

G7-1C2 B-K-1/B5.4 Base Metal

& Cire.

o RRA-P-C001A Pump A Internal Casing 2305 Pump Manufacturer's 0% visual VT 10 9

07-G1 B-L-2/B5.7 Visual Inspection V

Considered Adequate l

RRB-P-C001B pump B Internal Casing 2305 Pump Manufacturer's 0% Visual VT 10 9

07-C2 B-L-2/B5.7 Visual Inspection Considered Adequate

• D RHR-HXA-N3 Heat Exchanger (A) 2224 Sock-O-Let Welded 98% Long.

UT 1

11 91-24 Nozzle to Head Weld in Scan Path

& Cire.

C-B/C1.2 w

RHR-HXA-N4 Heat Exchanger (A) 2042 Joint Configuration 80% Long.

UT 1

11 8 Circ.

C1-24 Nozzle to Shell 1 Weld o

C-B/C1.2 RHR-UXB-N3 Heat Exchanger (B) 2224 Sock-O-Let Welded 98% Long.

UT 1

11 C#

91-24 Nozzle to Head Weld in Scan Path 8 Circ.

C-B/ C 1. 2 co

p4GE 7

LIMERICM GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, pART 1, REV. 2 Relief Component Ident. No.

Component Description' Request

. Isometric Dwg No.

Coce Category / Item No.

'IEAR No.

Obstruction / Remarks

% Complete Method SIC -

No.

==

-===

em RHR-HXB-N4 Heat Exchanger ~(B) 2057-Joint-Configuration 90% Long.

UT 1

11 E C1 Nozzle to Shell 1 Weld

& Circ.

C-B/C1.2 RHR-HXA-1-A Top Mounting Support A 2255 Inside Fillet Weld 100% Outside-MT

'1 12 01-25 Heat Exchanger (A)

Not Accessible to Exam 0% Inside C-C/C1.3 Fillet RHR-HXA-1-B Top Mounting Support B 2185 Inside Fillet. Weld 100% Gutside MT 1

12 91-25 Heat Exchanger (A)

Not Accessible to Exam 0% Inside C-C/C1.3 Fillet RHR-HXA-1-C Top Mounting Support C.

2188 Inside Fillet Weld 100% Outside MT 1

12 01-25 Heat Exchanger (A)

Not Accessible to Exam 3% Inside C-C/C1.3 Fillet RHR-HXA-1-D Top Mounting Support D 2189 Inside Fillet Welds 100% Outside MT 1

12 01-25 Heat Exchanger (A)

Not Accessible to Exam 0% Inside C-C/C1.3 Fillet RHR-HXA-2-A Bottom Mounting 2204 I-Beam Obstructing Bottom 75% Outside MT 1

12 01-25 Support A Outside Fillet Weld 100% Inside Heat Exchanger (A)

Fillet C-C/C1.3 RHR-HXA-2-B Bottom Mounting 2179 I-Beam Obstructing Bottom 75% Outside MT 1

12 01-25 Support B Outside Fillet Weld 100% Inside Heat Exchanger (A)

Fillet C-C/C1.3 RHR-HXA-2-C

' Bottom Mounting 2195 I-Beam Obstructing 75% Outside MT 1

12 S1-25 Support C Bottom Outside Fillet 100% Inside Heat Exchanger (A)

Weld Fillet C-C/C1.3

"'i RHR-HXA-2-D Bottom Mounting 2183 I-Beam Obstructing 75% Outside MT 1

12 01-25 Support D Bottom Outside Fillet 100% Inside Heat Exchanger (A)

Weld Fillet C-C/C1.3 a,

RHR-HXB-1-A Top Mounting Support A 2178 Inside Fillet Weld 100% Outside MT 1

12 01-25 Heat Exchanger (B)

Not Accessible to Exam 0% Inside C-C/C1.3 Fillet RHR-HXB-1-B Top Mounting Support B.

217/

Inside Fillet Weld 90% Outside MT 1

12 01-25 Heat Exchanger (B)

Not Accessible to Exam 0% Inside C-C/C1.3 Lifting Lug on Outside Fillet

~

RHR-HXB-1-C Top Mounting Support C 2176 Inside Fillet Weld 100% Outside MT 1

12 01-25 Heat Exchanger (B)-

Not Accessible to Exam 0% Inside C-C/C1.3 Fillot

-]

1 D9.SE 8

LIMERICM GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, pART 1, REV. 2 Relief Component Ident. No.

Component Description Request

==

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC

. No.

==

=

~

R59-HXB-1-D Top Mounting Support D 2186 Inside Fillet Weld 100% Outside MT 1

12 St-25 Heat Exchanger (B)

Not Accessible to Exam 0% Inside C-C/C1.3 Fillet RHR-HXB-2-A Bottom Mounting 2198 I-Beam Obstructing 75% Outside MT 1

12 01-25 Support A Bot tom Outside Fillet 100% Inside 4

Heat Exchanger (B)

Weld Fillet C-C/C1.3 RHR-HXB-2-B Bottom Mounting 2293 I-Beam Obstructing 0% Outside MT 1

12 A

01-25 Support B Bottom Outside Fillet 100% Inside Heat Exchanger (B)

Weld Balance Insulated Fillet C-C/C1.3 RHR-HXB-2-C

. Bottom Mounting 2203 I-Beam Obstructing 75% Outside MT 1

• 12 01-25 Support C Bottom Outside Fillet 100% Inside Heat Exchanger (B)

Weld Fillet C-C/C1.3 PH.,-HXB-2-D Bottom Mounting 2199 I-Beam Obstructing 75% Outside MT 1

12 01-25 Support D Bottom Outside Fillet 100% Inside Heat Exchanger (B)

Weld Fillet C-C/C1.3

\\'

RHA-140AR 16" Flued Head (X-39A) 2088 Joint Configuration 60% Long.

UT 1

13 91-C2 to Valve (HV-1F021A)

Fitting to Fitting Weld 100% Cire.

i C-F/C2.1 u

RHA-148 16" pipe to Elbow 2294 Joint Configuration 90% Long.

UT 1

13 lA C1- 02 C-F/C2.1 Fitting to pipe Weld 10t3% Cire.

l r*

RHA-152A 6" Flued Head (X-205A) 2087 Joint Configuration 80% Long.

UT 1

13 G1-C2 to Valve (HV-1F027A)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 RHA-034R 18" pipe to 2257 Joint configuration 75% Long.

UT 1

13 01- 03 Flange (FE-1N014A)

Fitting to pipe Weld 100% Cire.

C-F/C2.1 RKA-C60R 30" pipe to Flange 2260 Joint Configuration 75% Long.

UT 11 13 01-63 C-F/C2.1 Fitting to pipe Weld 100% Cire.

RHA-0ESA 30" x 24" Reducer to 2242 Joint Configuration-80% Long.

UT 11 13 Note G1-83 24" pipe Fitting to pipe Weld 100% Cire.

4 C-F/C2.1

=r RHA-974A 24" Valve (HV-1F004A) to 2284 Joint Configuration 100% Long.

UT 5

13 A

01- $3 penetration-(X-203A)

Fatting to Fitting Weld 60% Circ.

C-F/C2.1 1

r.

'PAGE 9

LIMERICK GENERATING STATION, Ut>I T 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Descrip' tion Request

. Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

====................

....================== _======

==

...===

n RHA-094A 12" Pipe to 2208 proximity of Adjacent 100% Long.

UT 1

13 61-G3 18" x 12" Reducer Drain Line to Scan Path 50% Cire.

C-F/C2.1 On Pipe side and Columnar Structure of Dendritic Weld RH9-132A 16" Flued Head (X-398) 2101 Joint Configuration 80% Long.

UT 1

13 01-C5 to Valve (HV-1F0218)

Fitting to Fitting Weld

& Cire.

C-F/C2.1' RHD-149AR 6" Flued Head (X-205B) 2103 Joint Configuration 80% Long.

UT 1

13 01-C5 to Valve (HV-1F027B)

Fitting to Fitting Weld

& Circ.

C-F/C2.1 RHD-653R 30" Pipe to Flange 2207 Joint Configuration 40% Long.

UT 11 13 01- 06 C-F/C2.1 Pipe to Fitting Weld

& Cire.

RHD-067A Valve (HV-1F004B) to 2048 Joint Configuration 75% Long.

UT 5

13 01-C6 24" Flued Head (X-203B)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 RHC-017R 12" x 12" Reducer 2060 Proximity of Weld to 45% Long.

UT 1

13,26 01- 07 to id" Pipe Penetration Limiting

& Circ.

C-F/C2.1 Scan Path / Recording of Geometric Reflector Data NES NCR 799 RHC-153R 30" Pipe to Flange 2094 Weld Configuration 90% Long.

UT 11 33 01-68 C-F/C2.1 Loss of X-Ducer Contact

& Cire.

In Weld Toe RHC-065A Valve (HV-1F004C) to 2049 Joint Configuration 75% Long.

UT 5

13 01-48 24" Flued Head (X-203C)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 I-Beam Obstruction RHD-014R Valve (HV-1F017D) to 2086 Joint Configuration 90% Long.

UT 1

13 91- 09 12" Pipe Fitting to Pipe Weld

& Cire.

C-F/C2.1 RHD-S15R 12" Pipe to Elbow 2248 6" Sweep-o-Let in Pipe 100% Long.

UT 1

13 01-C9 C-F/C2.1 1/2" from Weld Limiting 98% Circ.

Scan Path RHD-C59 Flange to 30" Pipe 2243 Two Nozzles Partially 100% Long.

UT 11 13 01-10 C-F/C2.1 Blocking Scan Path 95% Cire.

RHD-072A Valve (HV-1F004D) to 2217 Joint Configuration 75% Long.

UT 5

13 01- {0 24" Flued Head (X-203D)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 w

I

PAGE 10 LIMERICK GENERATING STATION, UNIT 1 d

COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Description Request c

Isometric Dwg No.

Code Category / Item No.

IEAR No.

. Obstruction / Remarks

% Complete Method SIC No.

=

m RH-028 24" Tee to 2089 Joint Configuration 98% Long.

UT 3

13 01-13 24" x 24" x 20" Tee Fitting to Fitting Weld

& Circ.

C-F/C2.1 RH-047R Valve 1F067B to 2287 Joint Configuration 80% Long.

UT 11 13 A

S1-13 20" Elbow

. Fitting to Fitting Weld 100% Cire.

C-F/C2.1 RH-109 Valve (PV-C-1F051A) 2247 Joint Configuration 80% Long.

UT 1

13 01 to 14" x 6" Reducer Fitting to Fitting Weld 70% Cire.

C-F/C2.1 RH-146 10" x 6" Reducer to 2059 1" Drain Line Weld 100% Long.

UT 1

13 81-14 Valve (PV-C-1F051B)

Partial Obstruction of 98% Cire.

C-F/C2.1 Scan Path RH-177 8" x 6" Reducer to 2256 ASME Code plate 70% Long.

UT 6

13 01-20 Valve (HV-130)

& Cire.

C-F/C2.1 RH-190A 6" Pipe to Pipe 2230

" Permanent" Hanger 0% Long.

UT.

16 13 01-20 C-F/C2.1 Complete Obstruction

& Cire.

RH-205A 6" Flange to 10" x 6" 2262 Joint Configuration 100% Long.

UT 17 13

'I 01-20 Sweepolet Fitting to Fitting Weld 80% Cire.

C-F/C2.1 RH-2214 6" Flange to 10" x 6" 2261 Joint Configuration 100% Long.

UT 17 13 C1-20 Sweepolet Fitting to Fitting Weld 95% Cire.

C-F/C2.1 o

RHA-244 Valve (HV-125A) 2066 Joint Configuration 60% Long.

UT 7

13 01-22 to Flued Head (X-204A)

Fitting to Pipe Weld

& Cire.

C-F/C2.1 RHB-185 Valve (HV-125B) 2064 Joint Configuration 60% Long.

UT 1

13 81-23 to 18" Pipe Fitting to Pipe Weld

& Circ.

C-F/C2.1 RKA-258 22" Elbow to Valve 2062 Joint Configuratio'n 75% Long.

UT 1

13 01-26 (HV-182A)

Fitting to Pipe Weld a Cire.

C-F/C2.1 e

RHA-259 Valve (HV-1824) to 2250 Joint Configuration 80% Long.

UT 1

13 01-26 18" x 22" Reducer Fitting to Fitting Weld

& Cire.

' F/C2.1 RHB-j93R 18" x 22" Reducer to 2263 Joint Configuration.

90% Long.

UT 1

13 C

01-26 Valve (HV-182B)

Fitting to Fitting Weld 100% Cire.

C-F/C2.1 c

1 PAGE.

11 LIMERICK GENERATING STATION, UNIT 1

~ -.i COMPONENT

SUMMARY

TABLE, PART 1, REV.

2' Relief Request Component.Ident. No.

Component Description

% Complete Method SIC No.

Isometric Dwg No.

Code Category / Item No.

LEAR No.

Obstruction / Remarks

==

=

RHB-194 Valve (HV-182B) to 2091 Sock-U-Let in Weld 100% Long.

UT 1

13 01-26 18" x 22" Reducer Scan Area 95% Circ.

C-F/C2.1 HP-022 Valve (HV-1F003) 2246 Proximity of Adjacent 100% Long.

UT S

13 02-61 to 10" x 12" Reducer Sock-O-Let to Weld 90% Circ.

C-F/C2.1 HP-024AR2 12" Pipe to Pipe 2264 Joint Configuration 90% Long.

UT 8

13 02- 01 C-F/C2.1 Weld Contour 100% Cire.

HP-085 12" Pipe to Elbow 2157 Proximity of Adjacent 80% Long.

UT 8

13 C2 C-F/C2.1 Wulded Drain Line in

& Cire.

Pipe to Scan Path HP-687 Valve (HV-1F072) 2206 Joint Configuration 70% Long.

UT 7

13 C2- 03 to Flued Head (X-210)

Fitting to Fitting Weld

& Cire.

C-F/ C2.1 HP-102 14" Pipe to Elbow 2106 Penetration blocking 50%

50% Long.

UT 8

13 C2-64 C-F/C2.1 of Scan Path 75% Cire.

HP-113 14" x 14" x 10" Tee 2098 Joint Configuration 100% Long.

UT 8

13

'C2-E4 to Flange.(FO-ID0104)

Fitting to Fitting Weld 40% Cire.

C-F/C2.1 HP-122 Elbow to 14" Pipe 2002 Proximity of Weld to 50% Long.

UT 8

13 22-C5 C-F/C2.1 Floor Penetration

& Carc.

HP-137R 14" x 10" Reducer to 2053 Joint Configuration 80% Long.

UT 8

13 C2- 05 Pump (10P204) Discharge Fitting to Fitting Weld 100% Cire.

C-F/C2.1 HP-142 12" Elbow to Flange 2276 Joint Configuration 100% Long.

UT 11 13 A

C2- 06 C-F/C2.1 Fitting to Fitting Weld 60% Cire.

MS-034 18" Elbow to Turbine 2001 Proximity of Welded 100% Long.

UT 15 13 03-E6 By-Pass Valves Hanger to Weld Scan 65% Cire.

C-F/C2.1 Area w

CSA-1COAR 10" Valve (HV-1F015A) 2283 Joint Configuration 70% Long.

UT 7

13 A

04-C2 to Penetration (X-207A)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 CSA-043 12" Elbow to 2238 Joint Configuration 90% Long.

UT 14 13 G4- 03 Valve (1F003A)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 Weld-O-Let in Scan Path CSA-065A 16" Valve (HV-1F001A) 2282 Joint Configuration 100% Long.

UT 5

13 A

04- 03 to penetration (X-2064)

Fitting to Fitting Weld 70% Cire.

C-F/C2.1 w

r PAGE 12 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV.

2*

Relief-

' Component Ident. No.

Component Description Request

_Isocetric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

CSA-069 12" Elbow to 2238 Joint Configuration 95% Long.

UT 14 13 G4-83 Valve (1F003C)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 Weld-O-Let in Scan Path CSA-093A

'16" Valve (HV-1F001C) 2282 Joint Configuration 100% Long.

UT 5

13 A

04- 03 to Penetration (X-20CC)

Fitting to Fitting Weld 70% Cire.

C-F/C2.1 CSB-026 14" Pipe to Elbow 2295 Joi.nt Confi guration 90% Long.

UT 14 13 A-G4-C5 C-F/C2.1 Fitting to Pipe Welo 100% Cire.

4 s

CSB-028 14" Pipe to Elbow 2296 Joint Configuration 90% Long.

UT 14 13 A

04- 03 C-F/C2.1 Fitting to Pipe Weld 100% Cire.

I CSD-106A 10" Valve (HV-1F0158)

~2278 Joint Configuration 100% Long.

UT 7

13 A

l 04- 05 to Penetration (X-2078)

Fitting to Fitting Weld 70% Cire.

C-F/C2.1 CSB-049 12" Elbow to 2238 Joint Configuration 90% Long.

UT 14 13 d

04- 06 Valve (1F003B)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 Weld-O-Let in Sean Path CSB-075 12" Elbow to 2238 Joint Configuration 95% Long.

UT 14

- 13 04- 06 Valve (1F003D)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 Weld-O-Let in Scan Path CSB-071A Valve (HV-1F001B) 2071 Joint Config'uration 70% Long.

UT 5

13 64.87 to Flued Head (X-206B)

Fitting to Fitting Weld

& Cire.

C-F/C2.1

\\*

CSB-099AR 16" Valve (HV-1F001D) 2280 Joint Configuration 100% Long.

UT 5

13,26 Note G4-67 to penetration (X-206D)

Fitting to Fitting Weld /

75% Cire.

5 C-F/C2.1 Recording of Geometric Reflector Data NES NCR 799 FWA-037 24" x 24" x 16" Tee 2058 Joint Configuration 60% Long.

UT 12 13 l

65- 02 to Valve (HV-1F032A)

Fitting to Fitting Weld

& Cire.

)

C-F/C2.1 j

FWA-038 24" x 24" x 16" Tee 2244 Joint Configuration 60% Long.

UT 12 13 1

05- 02 to 16" Elbow Fitting to Fitting Weld

& Cire.

C-F/C2.1 l

l FWD-032 Valve (HV-1F074B) 2040 Joint Configuration 75% Long.

UT 12 13 C5- 04 to 24" Pipe Fitting to Pipe Weld 90% Cire.

C-F/C2.1 4

I FWD-035 24" x 24" x 16" Tee 2022 Joint Configuration 80% Long.

UT 12 13 1

05- 04 to Valve (HV-1F0328)

Fitting to Fitting Weld

& Cire.

]

C-F/C2.1

)

PAGE 13 LIMERICK GENERATING STATION, UNIT 1

' COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

m FWB-036 16" x 24"'x 24" Tee.

2245 Joint Configuration 60% Long.

UT 12 13 05- @4 to 16" Elbow Fitting to Fitting Weld

& Circ.

C-F/C2.1 RC-0164 3" Valve (HV-1F008) 2258 1" Welded Drain Line 99% Long.

UT 8

13 A

C6- 02 to 6" x 3" Reducer in Scan Path 90% Cire.

N/A RC-059R 6" x 6" x 4" Tee

-2288 4" Leg of Tee Blocking 100% Long.

UT 12

~ 13 06- 03 to Valve (HV-1F013)

Scan Path (Former IEAR 70% Circ.

C-F/C2.1' 2011)

RC-101 10" Pipe to Cap 2005 Sock-O-Let Blocking 85% Long.

UT 8

13,26 06-C4 C-F/C2.1 Scan Path / Recording of

& Cire.

Geometric Reflector Data NES NCR 799^

RC-123 Valve (HV-1F060) 2068 Joint Configuration 50% Long.

UT 7

13 06- 04 to Flued Head (X-215)

Fitting to Fitting Weld

& Cire.

C-F/C2.1 RHC-$54LutoRHC-055LD Longitudinal Elbow Seam 2019

" Permanent" Welded 80% Long.

UT 11 14 C1- 08 C-F/C2.2-Support Brace on Weld

& Circ.

Seam RHC-056LutoRHC-057LD Longitudinal Elbow Seam 2020

" Permanent" Welded 80% Long.

UT 11 14 01-68 C-F/C2.2 Support Brace on Weld

& Cire.

Seam RHD-061LutoRHD-062LD Longitudinal Elbow Seam 2044

" Permanent" Welded 100% Long.

UT 11 14 01-10 C-F/C2.2 Support Brace on Weld 70% Cire.

Seam RHD-E63LutoRHD-064LD Longitudinal Elbow Seam 2018

" Permanent" Welded 80% Long.

UT 11 14 01-10 C-F/C2.4 Support Brace on Weld

& Cire.

Seam RH-016BLD-Max.

Longitudinal Elbow Seam 2054 Nozzle Welded on Seam 92% Long.

UT 3

14 01-12 C-F/C2.2 Centerline 3.8" from

& Cire.

Weld RH-016B MSR-025 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.1 MSA-025LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 63-23 C-F/C2.2 MSA-Q25LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 w

PAGE-14 LIMERICK GENERATING STATION, UNIT 1 e

COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

MSA-C26 26". Elbow to Pipe 2237 Base Metal 100%

RT 13 15 G3-C3 C-F/C2.1 MSA-C26LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 MSA-026LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15' 03- 03 C-F/C2.2 MSA-027 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 83-j33 C-F/C2.1 MSA-027LD-Max.

Elbcw Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 MSA-027LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

W~

13 15 C3- 03 C-F/C2.2 MSA-028 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 83- 03 C-F/C2.1 MSA-028LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03-83 C-F/C2.2 MSA-028LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 07 C-F/C2.2 MSA-029 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.1 4

MSA-029LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 i

03-93 C-F/C2.2 MSA-029LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 MSA-030 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.1 l

MSA-030LU-Max.

Elbow Seam Max. Radius 2237 Base Metal.

100%

RT 13 15 03-93 C-F/C2.2 MSA-030LU-Min.

Elbow Seam Min. Radius-2237 Base Metal 100%

RT 13 15.

C3- 03 C-F/C2.2 MSA-031 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.1 MSA-031LD-Max.

Elbow Seam Max. Radius 2237 Base Metal' c

100%

RT 13 15

]

03-63 C-F/C2.2

~

PAGE 15 LIMERICK GENERATING STATION, UNIT 1 uw COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

l Component Description

. IEAR No.

Obstruction / Remarks

% Complete

. Method.

. SIC, No.

Isometric Dwg No.

Code Category /Itera t4o.

. Request MSA-031LD-Min.

Elb'ow Seam Min. Radius.

2237 Base Metal.

100%'

RT 13 15 C3- 03 C-F/C2.2 i

MSA-032

.26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 i

03- 03.

C-F/C2.1 i

~

MCA-032LU-Max.

Elbow Seam Max. Radius 2237 Base Metal' 100%

RT 13' 15 03- 03 C-F/C2.2 MSA-032LU-Min. '

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 3

03-Q3 C-F/C2.2 MSA-034 26" x 26" x 14" Tee 2237 Dase Metal 100%.

RT 13 15 03-83

.to 26" Elbow i

C-F/C2.1 MSA-034LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 MSA-034LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 03

.C-F/C2.2 MSA-035 26" Elbow to Pipe 2237 Base Metal 100%

RT 13_

15 r

03- 03 C-F/C2.1 4

g, MSA-035LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 G3-93 C-F/C2.2

.y MSA-035LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15' 03- 03 C-F/C2.2 f

j MSB-027 26" Pipe to Elbow-2237 Base Metal 100%

RT 13 15 j

03- 03 C-F/C2.1 v.

I j

MSB-027LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 120%

RT 13 15 03- 03 C-F/C2.2 MSB-027LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 i

03- 03 C-F/C2.2 I

I MSB-028 26" Elbow to Pipe 2237 Base Metal 100%

RT 13

.15 03- 03 C-F/C2.1 a

MSB-028LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03-83 C-F/02.2 l

3 MSB-028LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 t

MSB-029 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 j

03- 03 C-F/C2.1

.m PAGE.

16 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relieff Request Component Ident. No.

Component Description SIC No.

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method'

==

=

MSB-029LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 i

83- 03 C-F/C2.2 MS3-029LD-Min.

Elbow Seam Min. Radius 2237 Base' Metal 100%

RT 13 15

.03- 03 C-F/C2.2 MSB-030 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 i

03-83

.C-F/C2.1 MSB-030LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 MSB-030LU-Min.

Elbow Seam Min. Radius 2237 Base Metal.

100%

RT 13 15 83- 03 C-F/C2.2 MSB-031 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 03' C-F/C2.1 MSB-031LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 MSB-031LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 NSB-032 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.1 MSB-032LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15

$3- 03 C-F/C2.2 MSB-032LU-Min.

Elbow Seam Min. Radius 2237 Base Metal-100%

RT 13 15 C3- 03 C-F/C2.2 l

MSB-034 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.1 MSB-034LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 C3-63 C-F/C2.2 1

MSB-034LD-Min.

Elbow Seam Min. Radius 2207 Base Metal 100%

RT 13 15 q

03- 03 C-F/C2.2 MSB-035 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 03-23 C-F/C2.1

~~

MSB-035LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 83- 03 C-F/C2.2 MSB-035LU-Min.

Elbow Seam Min. Radius 2237 Base Metal-100%

RT 13 15 03- 03 C-F/C2.2

A pAGE 17 LIMERICK GENERATING STATION, UNIT 1 q

COMPONENT

SUMMARY

TADLE, PART 1, REV. 2 Relief

. Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete

. Method SIC No.

..............======

==

.---===..................

==

====...

.9 MSB-038 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.1 m

MSD-038LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03-63 C-F/C2.2 M

MSD-038LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 03 C-F/C2.2 s.

MSE 123 26" Elbow to pipe 2237 Base Metal 100%

RT 13 15 G3- $3 C-F/C2.1

' ^W

.x g

MSB-039dd GLa.

Elbow Seam Max. Radius 2237 Base Metal 100%

R1 13 15 03- 03 C-F/C2.2 K

MSD-039LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 G3- 03 C-F/C2.2 x

MSC-025 26" pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1 MSC-025LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15-03- 05 C-F/C2.2 MSC-025LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 C3-C5 C-F/C2.2 G

MSC-026 26" Elbow to pipe

~2237 Base Metal 100%

RT 13

'15 G3-C5 C-F/C2.1 GC MSC-026LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15

'03- 05 C-F/C2.2 MSC-026LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-027-26" pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1 MSC-027LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-027LD-Min.

Elbow Seam Min. Radius 2237 Dase Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-028 26" Elbow to pipe 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1 MSC-028LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2

T:

PAGE 18 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 IRelief Request Component Ident. No.

Component Description

% Complete Method SIC No.

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

==

=

m MSC-028LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 j g MSC-029R 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1 e

~=

MSC-029RLD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03-OS C-F/C2.2

.W.

MSC-029RLD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-030 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1

- MSC-030LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT

'13 15 03- 05 C-F/C2.2 MSC-030LU-Min.

Elbow Seam Min. Radius

'2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 av MSC-031 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1 MSC-031LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-031LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-032 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 C3-25 C-F/C2.1 MSC-032LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-032LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-034 24" x 26" x 14" Tee 2237 Base Metal 100%

RT 13 15 03- 05 to Elbow C-F/C2.1 s.

MSC-034LD-Max.

Elbow Seam Max. Radius 2237.

Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSC-034LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03-C5 C-F/C2.2 MSC-035 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 G3- 05 C-F/C2.1

=

_m__

PAGE 19 LIMERICH GENERATING STATION.-UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1,.REV.

2' Helief-Component Ident. No.

Component. Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

MSC-035LU-Max.

. Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 63-65 C-F/C2.2 MSC-035LU-Min.

Elbow Seam Min. Radius 2237

' Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 o

MSD-025 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 63- 05 C-F/C2.1 m

i MSD-C25LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03-c5 C-F/C2.2 c

MSD-025LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2

<S i

MSD-026 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15

@3- 05 C-F/C2.1 i

i MSD-026LU-Max.

Elbew Seam Max. Radius 2237 Base Metal 100%

RT 13 15

]

83-C5

'C-F/C2.2 1

MSD-026LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03-C5 C-F/C2.2

. rc MSD-027 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03-E5 C-F/C2.1 MSD-027LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 S3- 05 C-F/C2.2 MSC-027LD-Min.

E'1 bow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03-C5 C-F/C2.2 MSD-028 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 05 C-F/C2.1 MSD-028LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 83- 05 C-F/C2.2 MSD-028LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSD-029 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1 MSD-029LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSD-029LD-Min.

Elbow Seam Min. Radius 2237 Base Metal i

100%

RT 13 15 63- 05 C-F/C2.2 w

n:

pAGE 20 LIMERICK GENERATING STATION, UNIT 1

~4 COMPONENT

SUMMARY

TABLE, PART 1, REV.

2' Relief Component Ident. No.

Component Description Request iW Isometric Dwg No.

' Code Category / Item No._

IEAR No.

Obst ruct ion /Remar ks

.. % Complete Method SIC No.

==

=

A MSD-030 26" Elbow to Pipe 2237 Base Metal 100%

RT.

13 15

@3-65 C-F/C2.1 c

MSD-630LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSD-030LU-Min.

Elbow' Seam Min. Radius 2237 Base Metal.

100%

'RT 13 15 03- 05 C-F/C2.2 MSD-031 26" Pipe to Elbow 2237 Base Metal 100%

RT 13 15 03-65 C-F/C2.1 MSD-031LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSD-031LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 MSD-032 26" Elbow to Pipe 2237 Base Metal.

100%

RT 13 15 03- 05 C-F/C2.1 MSD-032LU-Max.

Elbow Seam Max. Radius 2237

. Base Metal 100%

RT 13 15 03-c5 C-F/C2.2 MSD-032LU-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03-25 C-F/C2.2 MSD-034 26" x 26" x 14" Tee 2237 Base Metal 100%

RT 13 15 03-65

,to 26" Elbow C-F/C2.1 MSD-034LD-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT 13 15

@3- #5 C-F/C2.2 v

MSD-034LD-Min.

Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 v

MSD-935 26" Elbow to Pipe 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.1 oc MSD-035LU-Max.

Elbow Seam Max. Radius 2237 Base Metal 100%

RT

'3 15

'03- 05 C-F/C2.2 1

a MSD-035LU-Min.

' Elbow Seam Min. Radius 2237 Base Metal 100%

RT 13 15 03- 05 C-F/C2.2 GBB-118-H008 Pipe Support, 4 Lucs None N/A,See Relief Request 100% Surface MT 1

16 01-102 C-E-1/C2.5 c:

GBD-118-H073 pipe Support, 16 Lugs

'2135 Adjoining Clamp /IEAR 100% Surface MT 1

16 01-102 C-E-1/C2.5 Supplemented by ASMC Section III Inspection Results

- ~

PAGE 21 LIMERICK GENERATING STATION, UNIT 1

..K COMPONENT

SUMMARY

TABLE, pART 1, REV. 2 Relief-

' Component'Ident. No.

Component Description Request Isometric-Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method

. SIC No.

==

=

Wh GDB-118-H901 Pape Support, Anchor 2312 Missed Areas /IEAR 100% Surface MT 1

16 01-102 Sleeve Supplemented by ASMC C-E-1/C2.5 Sect ion III -Inspect ion Results GBB-101-H018 Pipe Support, 4 Lugs 2142 Adjoining Clamp 90% Surface MT 1

16 01-103 C-E-1/C2.5 GBB-162-H034 Pipe Support, 8 Lugs None N/A,See Relief Request 100% Surface MT 1

16 01-103 C-E-1/C2.5 GBD-117-H006 Dipe Support, a Lugs 2147 Adjoining Clamp /IEAR 100% Surface MT/PT 1

16 01-103

.C-E-1/C2.5 Supplemented by ASME Section III Inspection Results GbB-117-H020 Pipe Support, 8 Lugs 2116 Adjoining Clamp 90% Surface MT 1

16 01-103 C-E-1/C2.5 GDD-118-H001 Pipe Support, 8 Lugs 2118 Adjoining Clamp 90% Surface MT 1

16 01-103 C-E-1/C2.5 GBB-118-H017 pipe Support, 4 Lugs 2127 Adjoining Clamp 90% Surface MT 1

16 01-103 C-E-1/C2.5 g,

GDB-118-H080 Pipe Support, 10 Lugs 2139 Adjoining Clamp /IEAR 100% Surface MT 1

16 Note 01-103 C-E-1/C2.5 Supplemented by 6

ASME Section III Inspection Results GBB-118-H902 Pipe Support, Anchor 2311 Missed Areas /IEAR 82% Surface MT 1

16 01-103 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results GBB-120-H008 pipe Support, 12 Lugs 2137 Adjoining Clamp /IEAR 100% Surface MT 1

16 A

01-103 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results v

HisD-117-H001 Pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 11 16 01-103 C-E-1/C2.5 v

HDB-117-H018 Pipe Support, O Lugs 2182 Adjoining Clamp /IEAR 100% Surface MT/PT 11 16 01-103 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results HDD-117-X-203A Penetration Anchor 2297 Buried in Concrete 0% Surface MT 5

16

~

01-103 Ring Plate C-E-1/C2.5

pAGE-22 LIMERICK GENERATING STATION," UNIT-1 COMPONENT

SUMMARY

TABLE, pART 1, REV. 2 Relief.

Request Compone** Ident. No.

. Component Description Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks,

% Complete Method SIC No.

==

=

O GBB-107-H019 pipe Support, 4 Lugs 2184 Adjoining Clamp /IEAR 200% Surface.

MT/pT 1

16 01-1@5 C-E-1/C2.5

. Supplemented by ASME Section III ca Inspection Results GBD-118-H903 pipe Support, Anchor 2144 Adjacent Hanger /IEAR 100% Surface MT 1

16

-e t

01-105 Sleeve Supplemented by C-E-1/C2.5 ASME Section III Inspection Results e..

GDD-118-H904 pipe Support, Anchor 2191 Adjacent Hanger and 100% Surface MT 1

16 j

01-105 Sleeve House Steet/IEAR C-E-1/C2.5 Supplemented by ASME Section III Inspection Results GBB-101-H004 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 01-106 C-E-1/C2.5 3

GBD-161-H026 pipe Suppert, Stanchion None N/A.See Relief Request 100% Surface MT 11 16

'81-106 C-E-1/C2.b GDB-117-H003 pipe Support. 8 Lugs 2214 Adjoining Clamp /IEAR 100% Surface MT 1

16 01-106 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results GBD-117-H004 pipe Support, 8 Lugs 2175 Adjoining Clamp /IEAR 100% Surface MT/pT 1

16 01-1C6 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results GDD-118-H011 pipe Support, 4 Lugs 2172 Adjoining Clamp /IEAR 100% Surface MT 1

16 S1-106 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results GDD-118-H016 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 01-116 C-E-1/C2.5 w

GDD-118-H049 pipe Support, 8 Lugs 2167 Adjoining Clamp 90% Surface MT 1

16 01-106 C-E-1/C2.5 e

GDB-118-H062 pipe Support, 8 Lugs None N/A,See Relief Request 100% Surface MT 1

16 81-106 C-E-1/C2.5 w

GBB-118-H905 pipe Support, Anchor 2311 Missed Areas /IEAR 100% Surface MT 1

16 01-106 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results ta l

pp.GE 23 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief l

Component Ident. No.

Component. Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method

' SIC No.

==

=

A GBB-120-H007 pipe Support, 12 Lugs 2166 Adjoining Clamp /IEAR 100% Surface MT/PT 1

16 G1-1C6 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results HBB-117-H005 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 11 16 01-166 C-E-1/C2.5 HBB-117-H006 pipe Support, Saddle None N/A,See Relief Request

,100% Surface MT 11 16 1

01-106 C-E-1/C2.5 HBB-117-H019 pipe Support, 12 Lugs None N/A,See Relief Request 100% Surface MT 11 16 01-106 C-E-1/C2.5 HBB-117-X-203B penetration Anchor 2297 Buried in Concrete 0% Surface MT 5

16 01-1E6 Ring plate C-E-1/C2.5 GBB-102-H035 pipe Support, Sleeve 2302 N/A, Refer to ASME Section 100% Surface MT 1

16 A

01-106A C-E-1/C2.5 III Inspection Results

~

GBB-119-H002 pipe Support, 4 Lugs 2109 Adjacent Hanger, pipe and 100% Surface MT/pT 1

16 01-107 C-E-1/C2.5 Wall /IEAR Supplemented by ASME Section III Inspection Results GBB-119-H012 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 01-107 C-E-1/C2.5

' GBB-119-H015 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 01-107 C-E-1/C2.5 GBB-119-H023 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 01-107 C-E-1/C2.5 GDB-119-H041 pipe Support, 8 Lugs 2128 Adjoining Clamp 90% Surface MT 1

16 01-107 C-E-1/C2.5 GDB-119-H044 pipe Support, 8 Lugs 2180 Adjoining Clamp /IEAR 100% Surface MT/PT 1

16 G1-107 C-E-1/C2.5 Supplemented by ASME Section III Isispection Results GBB-119-H092 pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 1

16 01-107 C-E-1/C2.5 w

GDB-119-H095 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 01-107 C-E-1/C2.5 GDB-119-H901 pipe Support, Anchor 2311 Missed Areas /IEAR 100% Surface MT 1

16 01-107 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results

PAGE 24 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1,

REV. 2 Relief Component Ident. No.

Component Description Request Inometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

======= A

==

/2\\

GDD-119-H902 Pipe Support, Anchor 2154 Hanger Configuration.

100% Surface NT 1

16 C1-107 Sleeve Long. Weld Inaccessible /

C-E-1/C2.5 IEAR Supplemented by ASME Section III Inspection Results G9B-119-H011 Pipe Support, 16 Lugs 2122 Adjoining Clamp /IEAR 100% Surface MT/PT 1

16 01-108 C-C-1/C2.5 Supplemented by ASME Section III Inspection Results HBD-117-H022 Pipe Support, 8 Lugs 2124 Adjoining Clamp /IEAR 100% Surface MT/PT 11 16 01-108 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results HDD-117-X-203C Penetration Anchor 2297 Buried in Concrete 0% Surface MT 5

16 01-108 Rang Plate C-C-1/C2.5 HDD-118-H080 pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 11 16 01-108 C-E-1/C2.5 HDD-118-H081 Pipe Support, Stanchion None N/A,See Relief Request 100Y Surface MT 11 16 C1-108 C-E-1/C2.5 GDB-119-H018 Pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 G1-109 C-E-1/C2.5 GDB-119-H027 Pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 G1-109 C-E-1/C2.5 GDD-119-H032 Pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 1

16 G1-109 C-E-1/C2.5 GDD-119-H060 Pipe Support, 4 Lugs 2120 Adjoining Clamp 90% Surface MT 1

16 G1-109 C-C-1/C2.5 GDD-119-H068 Pipe Support, 8 Lugs 2126 Adjoining Clamp /IEAR 100% Surface MT/PT 1

16 01-109 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results GDD-119-H903 Pipe Support, Anchor 2311 Missed Areas /IEAR 100% Surface MT/PT 1

16 01-109 Sleeve Supplemented by ASME C-C-1/C2.5 Section 111 Inspection Results GDD-119-H904 Pape Support, Anchor 2311 Missed Areas /IEAR 100% Surface MT 1

16 01-109 Sleeve Supplemented by ASMC C-E-1/C2.5 Section III Inspection Results

.i m.

. PAGE -. 25 LIMERICK GENERATING' STATION,. UNIT 1 COMPONENT-

SUMMARY

TABLE, PART 1, REV.

2' Relief Request Component Ident.'No.

Component Descript' ion

' Obstruction / Remarks

% Complete Method SIC No.

Isomet'ric Dwg No.

Code Category / Item No.

IEAR No.

.......jgg.

GDD-119-H017 Pipe Support, 12 Lugs 2155 Adjoining Clamp /IEAR 100% Surface MT/PT 1

16 119 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results HBB-117-H021

. Pipe Support,.8 Lugs.

None N/A,See Relief. Request 100% Surface MT 11 16

.4 01-116 C-E-1/C2.5-HBB-117-X-203D-Penetration Anchor 2297 Buried in Concrete 0% Surface MT 5

16 01-119 Ring plate C-E-1/C2.5 s

l HBB-118-H083 Pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 11 16 S1-110-C-E-1/C2.5 HSB-118-H084 pipe Support, Stanchion None N/A,See Relie f Request 100% Surface MT 11 16 01-110

.C-E-1/C2.5 HDB-118-H001 pipe Support, 4 Lugs None N/A,See Relief Request.

100% Surface -

.MT 3

16 01-112 C-E-1/C2.5 HDB-118-H003 pipe Support, 12 Lugs 2148 Adjoining Clamp /IEAR 100% Surface MT 3

16 01-112 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results

)

HDB-119-H002 Pipe Support, 8 Lugs 2132 HBB-119-H8 Hanger 95% Surface MT 3

16 01-112 C-E-1/C2.5 HDB-119-H901 pipe Support, Anchor 2311

' Missed Areas /IEAR 100% Surface MT 3

16 01-112 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results

.+-,

HBD-119-H902 Pipe Supoort, Anchor 2117 Attachment Plate on 100% Surface MT 3

16 01-112 Sleeve Sleeve /IEAR Supplemented H

C-E-1/C2.5 by ASME Section III Inspection Results HDB-118-H013 Pipe Support, Saddle 2266 1 Sq. Inch of Caddle Base 100% Surface MT/PT 3

16 01-113 C-E-1/C2.5 Metal is permanently Obstructed by 8 Gussets /

IEAR Supplemented by ASME Section III Insp Results HBB-118-H035 Pipe Support, 12 Luus 2202 Adjoining Clamp 90% Surface MT 3

16 01-113 C-E-1/C2.5 HBB-118-H040 Pipe. Support, 8 Lugs.

None N/A,See ReliefrRequest 100% Surface MT 3

16 01-113 C-E-1/C2.5 w

6

pAGE 26 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, pART 1, REV. 2 Relief Request c

Component Ident. No.

Component Description

% Complete Method SIC No.

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks HBB-118-H042 pipe Support. 8 Lugs 2164 Adjoining Clamp 90% Surface MT 3-16 01-113 C-E-1/C2.5 c

HBB-118-H069 pipe Support, Saddle 2267 1 Sq. Inch of Saddle Base 100% Surface MT/pT 3

16 01-113 C-E-1/C2.5 Metal is permanently Obstructed by 8 Gussets /

x IEAR Supplemented by ASME Section III Insp Results EBB-121-H901 pipe Support, Anchor 2311 Missed Areas /IEAR 100% Surface MT/pT 7

16 A

01-114 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results EBB-121-H902 pipe Support, Sleeve 2104 Floor Elevation 217 100% Surface MT/pT 1

16 01-114 C-E-1/C2.5 Blocking Access /IEAR Supplemented by ASME Section III Inspection Results GrB-103-H001 pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 1

16 01-114 C-E-1/C2.5 ECB-111-H901 pape Support, Anchor 2311 Missed Areas /IEAR 100% Surface pT 1

16 A

01-115 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results ECB-111-H001 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface pT 18 16 01-116 C-E-1/C2.5 GBB-111-H004 pipe Support, 8 Lugs 2123 Adjoining Clamp /IEAR 100% Surface MT/pT 1

16 01-117 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results HDB-140-H010 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 17 16 01-118 C-E-1/C2.5 HBD-140-H017 Pipe Support, Anchor 2303 N/A, Refer to ASME Section 100% Surface pT 7

16 A

01-118 Sleeve III Inspection Results C-E-1/C2.5 v

HBB-140-H001 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 17 16 01-119 C-E-1/C2.5 w

HBB-140-H018 pipe Support. Anchor 2304 N/A, Refer to ASME Section 100% Surface pT 7

16 A

01-119 Sleeve III Inspection Results C-E-1/C2.5 c=

PAGE ' 27

. LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, pART 1 REV. 2 Relief-Component Ident. No.

Component Description SIC No.

Request Izometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method HBD-160-H001 pipe' Support, 8 Lugs 2136 Adjoining Clamp and 100% Surface MT 16 16 01-120 C-E-1/C2.5 Hanger /IEAR Supplemented by ASME Section III Inspection Results HDB-160-H002 pipe Support, 8 Lugs None N/A,See Relief Request 100% Surface MT 16 16 01-120 C-E-1/C2.5 HBD-160-H016 pipe Support, 8 Lugs None N/A.See Relief Request 100% Surface MT 16 16 01-129 C-E-1/C2.5 HBB-160-X-225 penetration Anchor 2297 Buried in Concrete 0% Surf' ce MT 6

16 a

91-120 Ring plate C-E-1/C2.5 GDB-108-H011 pipe Support, 8 Lugs 2174 Adjoining Box Support /

100% Surface MT 1

16 81-122 C-E-1/C2.5 IEAR Supplemented by ASME Section III Inspection Results GDD-188-H004 pipe Support, 12 Lugs 2152 Adjoining Clamp & Hanger /

100% Surface MT 1

16 G1-123 C-E-1/C2.5 IEAR Supplemented by ASME Section III Inspection Results GBD-119-H100 pipe Support, 12 Lugs None N/A,See Relief Request 100% Surface MT 1

16 S1-126 C-E-1/C2.5 y

EDB-108-H022 pipe Support, 4 Lugs 2138 Adjoining Clamp /IEAR 100% Surface MT/pT 8

16 C2-101 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results EDD-108-H004 pipe Support, 8 Lugs 2143 Adjoining Clamp /IEAR 100% Surface MT 8

16 02-102 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results EBB-108-H008 pipe Support, 6 Lugs 2918 Adjoining Clamp 90% Surface MT 8

16 C2-102 C-E-1/C2.5 EDB-108-H038 pipe Support, 4 Lugs 2131 Adjoining Clamp /IEAR 100% Surface MT 8

16 02-102 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results w

EDD-108-H901 pipe Support, Sleeve 2311 Missed Areas /IEAR 100% Surface MT 8

16 02-102 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results w

pAGE 28

. LIMERICK GENERATING STATION, UNIT 1 c;

COMPONENT

SUMMARY

TABLE, pART 1,' REV. 2 Relief Request q

Component Ident. No.

Component Description Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

==

-=======

==

=

.q HDB-108-H003A pipe Support, 8 Lugs None

'N/A,See Relief Request 100% Surface MT 8

16 C2-103 C-E-1/C2.5 A

HBB-108-H004 pipe Support, 12 Lugs 2223 Adjoining Clamp /IEAR 100% Surface MT 8

16 C2-103 C-E-1/C2.5 Supplemented by ASME Section III eg Inspection Results HBB-108-H005 pipe Support, 8 Lugs 2133 Adjoining Clamp /IEAR 100% Surface-MT/pT 8

16 C2-103 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results

,1 HDD-108-H006 pipe Support. 8 Lugs 2134 Adjoining Clamp 90% Surface MT 8

16 02-103 C-E-1/C2.5 EBB-129-H011 pipe Support, Saddle None N/A,See Relief Request 100% Surface.

MT 8

16 C2-104 C-E-1/C2.5 EBB-129-H043 pipe Support, 8 Lugs 2173 Adjoining Clamp 90% Surface MT 8

16 02-104 C-E-1/C2.5 EDB-129-H902 pipe Support, Anchor 2108 Hanger, Floor and Wall /

100% Surface MT 8

16 C2-104 Sleeve IEAR Supplemented by

\\'

C-E-1/C2.5 ASME Section III Inspection Results EBB-129-H004 pipe Support, 8 Lugs 2115 Adjoining Clamp /IEAR 1e*% Surface MT 8

16 C2-1C5 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results EDD-129-H005 pipe Support, Welded 2114 Hanger Clamp EBB-129-H4/

100% Surface MT 8

16 C2-1C5 Clamp IEAR Supplemented by C-E-1/C2.5 ASME Section III Inspection Results EDD-129-H901 pipe Support, Stanchion 2110 Hanger and Wall /IEAR 100% Surface MT 8

16 02-105 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results EDD-129-H903 pipe Support, Welded 2311 Missed Areas /IEAR 100% Surface MT 8

16 02-107 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results EDD-103-H013 pipe Support, Sleeve 2311 Missed Areas /IEAR 100% Surface MT 15 16 03-103 C-E-1/CE.5 Supplemented by ASME Section III Inspection Results e

p4GE 29 LIMERICK GENERATING STATION,. UNIT 1 m

COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Description Request Icometric Dwg No.

Code Category / Item No.

IEAR No.

Obstructson/ Remarks

% Complete Method SIC No.

.....==========.....

...===......=======

=

sm EDB-104-H013 pipe Support, Sleeve 2311 Missed Areas /IEAR 100% Surface MT 15 16 03-103 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results EDB-101-H013 pipe Support, Sleeve-2311 Missed Areas /IEAR 100% Surface MT 15 16 03-105 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results EDB-102-H013 pipe Support, Sleeve 2311 Missed Areas /IEAR 100% Surface MT 15 16 ~

03-105 C-E-1/C2.5 Supplemented by ASME Section'III Inspection Results EDB-106-H006 pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 15 16 03-106 C-E-1/C2.5 i.

EBB-106-H010 pipe Support, O Lugs 2301 N/A, Refer to ASME Section 100% Surface MT 15 16

[A 03-106 C-E-1/C2.5 III Inspection Results l

te GDD-113-H007 pipe Support, 4 Lugs 2181 Adjoining Clamp 90% Surface MT 14 16 44-1C2 C-E-1/C2.5 GBB-113-H008 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 14 16

@4-102 C-E-1/C2.5 GBB-113-H009 pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 14 16

$4-102 C-E-1/C2.5 GDB-113-H901 pipe Support, Sleeve 2311 Missed Areas /IEAR 100% Surface MT 14 16 04-122 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results GBB-115-X-207A F:metration Anchor 2297 Buried in Concrete 0% Surface MT 7

16 84-1C2 Ring plate C-E-1/C2.5 GBB-113-H001 pipe Support, Stanchion None N/A.See Relief Request 100% Surface MT 14 16 04-103 C-E-1/C2.5 GDB-113-H006 pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 14 16 C4-103 C-E-1/C2.5 HDB-120-H030 pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 11 16 C4-103 C-E-1/C2.5 HBB-120-H031 pape Support, Stanchion None N/A,See Relief Request 100% Surface MT 11 16 G4-103 C-E-1/C2.5 m

PAGE 03 LIMERICK GENERATING STATION, UNIT 1

-=

COMPONENT

SUMMARY

TABLE, P6RT 1, REV. 2 Relief Component Ident. No.

Component Description Request

.i.

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

.......,zg HBB-120-X-206A Penetration Anchor 2297 Buried in Concrete 0% Surface MT 5

16 C4-103 Ring Plate C-E-1/C2.5 HBB-120-X-206C P2netration Anchor 2297 Buried in Concrete 0% Gurface NT 5

16 C4-103 Ring Plate C-E-1/C2.5 EBB-131-H008 Pipe Support,.8 Lugs 2209 Adjoining Hanger 95% Surface MT 8

16 C4-1C5 C-E-1/C2.5 GBB-112-H037 Pipe Support, 4 Lugs None N/A,See Relief Request 100% Surface MT 14 16 G4-1C5 C-E-1/C2.5 GBB-112-H050 pipe Support, 16 Lugs None N/A,See Relief Request 100% Surface MT 14 16 64-1C5 C-E-1/C2.5 I

GBB-112-H901 Pyjj Dupport, Anchor 2311 Missed Areas /IEAR 100% Surface MT 14 16 G4-105 S l o.?. e Supplemented by ASME C-E-1/C2.5 Section III Inspection Results GBB-114-X-207B Penetration Anchor 2297 Buried in Concrete 0% Surface MT 5

16 64-105 ding Plate C-E-1/C2.5 GBB-112-H001 Pipe Support, Stanchion None N/A,See Relief Request 100% Surface NT 14 16 C4-106 C-E-1/C2.5 GBB-112-H010 Pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 14 16 04-106 C-E-1/C2.5 HBB-120-H013 Pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 11 16 l

04-107 C-E-1/C2.5 i

HBB-120-H032 Pipe Support, Stanchion None N/A,See Relief Request 100% Surface MT 11 16 G4-107 C-E-1/C2.5 HBB-120-X-206B Penetration Anchor 2297 Buried in Concrete 0% Surface MT 5

16 G4-107 Ring Plate C-E-1/C2.5 HDB-120-X-206D Penetrat ion Anchor 2297 Buried in Concrete 0% Surface MT 5

16

$4-107 Ring Plate C-E-1/C2.5 w

EBB-109-H004 Pipe Support, 4 Lugs 2160 Adjoining Clamp /IEAR 100% Surface MT/PT 8

16 C6-102 C-E-1/C2.5 Supplemented by AGME Section III Inspection Results me.

~

PACE 31 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV.

2' Relief Component Ident. No.

Component Description Request Isomatric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

EBB-109-H009 Pipe Support,'8 Lugs 2163 Adjoining Clamp 90% Surface MT 8'

16 06-192 C-E-1/C2.5 EBB-126-H002~

Pipe Support, 4 Lugs

'2158 Adjacent Hanger Clamps 80% Surface MT 8

16 06-103 C-E-1/C2.5 EBB-126-H005 Pipe Support, 4 Lugs 2170 Adjoining Clamp 90% Surface MT 8

16 06-103 C-E-1/C2.5 EBB-135-H002 Pipe Support, 4 Lugs 2140 Adjoining Clamp 90% Surface NT 8

16 06-103 C-E-1/C2.5 EBB-135-H025 Pipe Support, 8 Lugs 2162 Adjoining Clamp 90% Surface MT 8

16 06-123 C-E-1/C2.5 EBB-135-H028 Pipe Support, 4 Lugs 2161 Adjoining Clamp /IEAR 100% Surface MT 8

16 C6-103 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results EBB-135-H901 Pipe Support, Anchor 2171 Gusset to Sleeve Welds 100% Surface MT/PT 8

16 06-103 Sleeve Blocking partial Base C-E-1/C2.5 Metal Examination /IEAR Supplemented by ASME Section III Insp Results EBB-135-H902 pipe Support, Anchor 2311 Missed Areas /IEAR 100% Surface MT 8

16 C6-103 Sleeve Supplemented by ASME C-E-1/C2.5 Section III Inspection Results HBB-101-H001 pipe Support, 4 Lugs 2169 Adjoining Clamp /IEAR 100% Surface MT/PT 8

16 06-104 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results HBB-101-H006 Pipe Support, 4 Lugs 2165 Adjoining Clamp /IEAR 100% Surface MT/PT 8

16 06-104 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results HDD-101-H011 pipe Support, 4 Lugs 2159 Adjoining Clamp /IEAR 100% Surface MT/PT 8

16 06-104 C-E-1/C2.5 Supplemented by ASME Section III Inspection Results w

EBB-142-SH-E04 Pipe Support, 8 Lugs None N/A,See Relief Request 100% Surface MT 19 16 A

09-101 C-E-1/C2.5 EBB-142-SH-E13 pipe Support, 8 Lugs None N/A,See Relief Request 100% Surface MT 19 16 A

E9-181 C-E-1/C2.5

PAGE 32 Yd

...~,IMERICK GENERATING STATION, UNIT l'

. 2'

. Relief.

COMPONENT

SUMMARY

TABLE, PART 1, REV.

Request c

Component Ident. No.

Component Description.

Method SIC.

No.

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete,

.......jg,

E EB-142-SH-E 19 Pipe Support, 4 Lugs 2308 N/A, Refer to ASME Section 100% Surface PT 19 16 A-

- l l

E9-101 C-E-1/C2.5 III Inspection Results EBB-142-SH-WO3 Pipe Support, O Lugs None N/A,See Relief Request 100% Surface MT 19 -

16 A

E9-102.

C-E-1/C2.5 4

, EBB-142-SH-W12 Pipe Support. 8 Lugs None N/A,See Relief Request' 100% Surface NT 19 16 -

A

'89-102 C-E-1/C2.5 EDD-142-SH-W18 Pipe Support, 4 Lugs 2309 N/A, Refer to ASME Section 100% Surface PT 19 16 A

69-102 C-E-1/C2.5 III Inspection Results RHA-P-A Inlet Flange to Nozzle 2226 Incased in Concrete 0% Long.

UT 11 17 A

& Cire.

01-27 & 01-83 Weld, Pump A C-F/C3.1 Inlet Nozzle to Casing 2226 Incased in Concrece.

0% Long.

UT 11 17 A

RKA-P-B

& Cire.

01-27 & 01- 03 Weld, Pump A C-F/C3.1 RHA-P-C Cas'ing Weld, 2226 Incased in Concrete 0% Long.

UT 11 17.

A

& Cire.

91-27 & 01- 03 Pump A C-F/C3.1 I

(,

RHA-P-D Outlet Head to Casing 2226 Incased in Concrete 0% Long.

UT 11 17 A

& Cire.

01-27 & 01-93 Weld, Pump A C-F/C3.1 u

RHA-P-E Elbow to Outlet 2097 Joint Configuration 90% Long.

UT 11 17 100% Cire.

01-27 & 01- 03

. Head Weld,. Pump A C-F/C3.1 t.

RHA-P-F Flange to Outlet Elbow 2097 Joint Configuration 90% Long.

UT 11 17 100% Cire.

91-27 & 01- 03 Weld, Pump A.

I C-F/C3.1 RHA-P-O

'(

, Es

_ Stuffing Box to Outlet 2097 Joint Configuration 90% Long.

OT 11 17 100% Cire.

01-27 & OL: 03

. E?phw Weld, Pump A

' C-F 'C3.1'

u t

Inlet FIEiige to' Nozzle 2226 Incased in Concrete 0% Long.

UT 11 17 A

PHB P-A t Cire.

~ 01r 27 & 03.06 Weld, Pump B I

} '

C-F/C3.1 Ve, I

h RHB-P-B Inlet Nozzle'to Casing 2226 Incased in Concreto

'0% Long.

UT 11 17 A

& Cire.

01-27 & 01- ?8 Weld, Pump B 6,-

C-F/C3.1

{

RHB-P-C Casing Weld, Q' 2226 Incased in Concrete 0% Long.

UT 11 17 4 A-01-27 A b,. J36.

Pump B

& Cire.

U C-F/C3.1

^-

. t:

p 1

w-y

\\N UE'4

'~

PAGE 32 4

6 4

~

s 3

4

~ LIMERICK GLNEF.4 TING STATION, UNIT 1 COMPONENT SUMMNRY,TADLE,,PART 1, HEV. 2

-e S'

~

~

Relief

"i4 Q

+

Request Component'Ident. No.

' Component Description

+

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obst'ruct t on/ Remarks

% Complete Method SIC No.

.......gg;

~,

RHB-P1T Outlet Head to Ca' ult (.

,2226 Incased-in Concrety 0% Long.

UT 11

'17 A

C1-27 & 01-.06 Weld, Pump B

• ~~ ' d

& Cire.

C-F/C3.1 RHB-p-EJ Elbow t'o Outlet 2097 Joint Configuration 90% Long.

UT 11 17 01-27 4 01- 06 Head Weld, Pump B 100% Cirq.

~

C-F/C3.1 RHD-P-F.

Flange to Outlet Elbow 2097 Joint Configuration 90% Long.

UT sti 17 01-27 4,01- 06 Weld, Pump B 100% Circ.

C-F/C3.1,

\\

RHD-P-G,

Stuffing Box to Outlet 2097 Joint Configuration 90% Long.

UT 11 17 01-27 4,01-OS _

. Elbow Weld, Pump B 100% Cire.

C-F/C3.1

\\

RHC-P-A '

ainle': Flange to Nozzle'.

2226 Incased in Concrete 0% Long.

UT 11 17 A

01-27 & 01- 08 Leld, Pump C

& Cire.

.C-F/C3.1 Inlet Nozzle to Casing 2226 Incesed in Concrete 0% Long.

UT 11 17 A

RHC-P-B Weld, Pump C

& Cire.

C)y-27 & 01-Ort e! '

C-F/C3.1 RHC-P-C Casing Weld, 2226 Incased in Concrete 0% Long.

UT 11 17 A

'ea-27 4 01- 08, Pump C

& Cire.

2 C-F/C3.1 RHC-A-D Outlet Head to Casing 2226 Incased in Concrete 0% Long.

UT 11 17 A

01-27 & 01- 08 Weld, Pump C

& Circ.

C-F/C3.1 RHC-P-E Elbow to Outlet 2063 Joint Configuration 50% Long.

UT 11 17 et-27 4 01- 08 Head Weld, Pump C 100% Cire.

C-F/C3.1 RHC-P-F Flange to Outlet Elbow 2063 Joint Configuration 50% Long.

UT 11 17 61-27 & 01- 08 Weld, Pump C 100% Cire.

C-F/C3.1

.s RHC-P-G Stuffing Box to Outlet 2063 Joint Configuration /

50% Long.

UT 11 17,26 Note 01-27 & 01- 08 Elbow Weld, Pump C Recording of Geometric 100% Cire.

7 C-F/C3.1 Reflector Data NES NCR 799 RHD-P-A Inlet Flange to Nozzle 2226 Incesed in Concrete 0% Long.

UT 11 17 A

01-27 & 01-10 Weld, Pump D

& Cire.

C-F/C3.1 w

RHD-P-B Inlet Nozzle to Casing 2226 Incased in Concrete 0% Long.

UT 11 17 A

01-27 & 01-10 Weld, Pump D

& Cire.

C-F/C3.1

.~'

-PAGE 34 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REv. 2.

Relief Request

==

Component Ident. No.

-Component Description Ieometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete

' Method SIC No.

==

=

RHD-P-C Casing Weld,

.2226 Incased in Concrete 0% Long.

UT 11 17

'A

& Circ.

01-27 & 01-10 Pump D

'C-F/C3.1 RHD-P-D

' Outlet Head to Casing 2226

_ Incased in Concrete 0% Long.

UT 11 17 A

& Cire.

.61-27 & 01-10 Weld, Pump D C-F/C3.1 RHD-P-E Elbow to Outlet 2070 Joint Configuration 90% Long.

UT,

11-17 G1-27 & 01-10 Head Weld, Pump D 100% Cire.

C-F/C3.1 RHD-P-F Flange to Outlet Elbow 2070 Joint Configuration 90% Long.

UT 11 17 100% Cire.

61-27 & 01-10 Weld, Pump D C-F/C3.1 RHD-P-G Stuffing Box to Outlet 2070 Joint Configuration 90% Long.

UT 11 17 100% Cire.

01-27 & 01-10 Elbow Weld, Pump D C-F/C3.1

\\

l CSA-P-A Inlet Flange to Nozzle 2225 Incased in Concrete 0% Long.

UT 11 17

& Cire.

C4-C9 & 04- 03 Weld, Pump A C-F/C3.1 CSA,-P-D Inlet Nozzle to Casing 2225 Incased in Concrete 0% Long.

UT 11 17

& Cire.

j C4-C9 8 04- 03 Weld, Pump A C-F/C3.1 g

l CSA-P-C Casing Weld, 2225 Incased in Concrete 0% Long.

UT 11 17

& Cire.

C4-69 & 04- 03 Pump A y

C-F/C3.1 CSA-P-D Outlet Head to Casing 2225 Incased in Concrete 0% Long.

UT 11 17

& Cire.

G4- 09 & 04- 03

~ Weld, Pump A C-F/C3.1

- CSA-P-E Elbow te Outlet 2095 Joint Configuration 90% Long.

UT 11 17

• l E4- 09 & 04- 03 Head Weld, Pump A

& Circ.

C-F/C3.1 CSA-P-F Flange to Outlet Elbow 2095 Joint Configuration 90% Long.

UT 11 17

& Cire, 64-C9 & 04- 03 Weld, Pump A v.

C-F/C3.1 CSA-P-G Stuffing Box to Outlet 2095 Joint Configuration 75% Long.

UT 11 17

& Cire.

C4-89 & 04- 03 Elbow Weld, Pump A C-F/C3.1 CSC-P-A Inlet Flange to Nozzle 2225 Incased in Concrete 0% Long.

UT 11 17

& Cire.

04- 09 8 04- 03 Weld, Pump C C-F/C3.1 l

NAM g

3

~

~PAGE 35 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1 REV. 2 Reisef Component Ident. No.

Component Description Request

. Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

CSC-P-B; Inlet Nozzle to Casing 2225 Incased in Concrete 0% Long.

UT 11 7

.C4.09 & 04- 03 Weld, Pump C

& Cire.

C-F/C3.1 CSC-P-C Casing Weld, 2225 Incased an Concrete 0% Long.

UT 11 17 04-C9 & 04- 03 Pump C

& Cire.

-c C-F/C3.1 CSC-P-D Outlet Head to Casing 2225 Incased in Concrete 0% Long.

UT 11 17 04-C9 & 04- 03 Weld, Pump C

& Cire.

C-F/C3.1 CSC-P-E Elbow to Outlet 2095 Joint Configuration 90% Long.

UT 11 17-G4- 09 & 04- 03 Head Weld, Pump C

& Circ.

C-F/C3.1 CSC-P-F Flange to Outlet Elbow 2095 Joint Configuration 90% Long.

UT 11 17 C4-89 & 04- 03 Weld, Pump C

& Cire.

C-F/C3.1 CSC-P-G Stuffing Box to Outlet 2095 Joint Configuration 75% Long.

UT 11 17 64-C9 & 04- 03 Elbow Weld, Pump C

& Circ.

C-F/C3.1 CSB-P-A Inlet Flange to Nozzle 2225 Incased in Concrete 0% Long.

UT 11 17

$4- 09 & 04- 06 Weld, Pump B

& Cire.

C-F/C3.1 CSB-P-B Inlet Nozzle to Casing 2225 Incased in Concrete 0% Long.

UT 11 17 E4-C9 & 04- 06 Weld, Pump B

& Cire.

C-F/C3.1 CSB-P-C Casing Weld, 2225 Incased in Concrete 0% Long.

UT 11 17 i

E4-69 & 04- 06 Pump B

& Cire.

C-F/C3.1 CSB-P-D Outlet Head to Casing 2225 Incased in Concrete 0% Long.

UT 11 17 04- 09 & 04- 06 Weld, Pump B

& Cire.

C-F/C3.1~

w.

CSB-P-E Elbow to Outlet 2093 Joint Configuration 90% Long.

UT 11 17 04- 09 8 04- 06 Head Weld, Pump B

& Circ.

C-F/C3.1 CSB-P-F Flange to Outlet Elbow 2093 Joint Configuration 90% Long.

U1 11 17

^

G4- 09 & 04- 06 Weld, Pump B

& Cire.

C-F/C3.1 CSB-P-G Stuffing Box to Outlet 2093 Joint Configuration /

75% Long.

UT 11 17,26 04- 09 & 04.06 Elbow Weld, Pump B Recording of Geometric

& Cire.

C-F/C3.1 Reflector Data NES NCR 799

PAGE

-36 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLC, PART 1,

REV. 2 Relief Component Ident. No.

Component Description Request c

Isometric-Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

.......,g CSD-P-A Inlet Flange to Nozzle 2225 Incased in Concrete 0% Long.

UT 11 17 04- 09 4 04- 06

. Weld, Pump D

& Cire.

C-F/C3.1 q

CSD-P-B Inlet Nozzle to Casing 2225 Incased in Concrete 0% Long.

UT 111 17 04-69 4 04- 06

. Weld, Pump D

& Cire.

W C-F/C3.1 CSD-P-C Casing Weld, 2225 Incased in Concrete 0% Long.

UT 11 17 j

G4-69 & 04- 06 Pump D

& Cire.

C-F/C3.1 CSD-P-D Outlet Head to Casing 2225 Incased in Concrete 0% Long.

UT 11 17 04-C9 & 04- 06 Weld, Pump D

& Cire.

C-F/C3.1 CSD-P-E Elbow to Outlet 2093 Joint Configuration 90% Long.

UT 11 17 64- @9 & 04- 06 Head Weld,-Pump D

& Cire.

C-F/C3.1 CSD-P-F Flange to Outlet Elbow 2093 Joint Configuration 90% Long.

UT 11 17 C4-C9 & 04- 06 Weld, Pump D

& Cire.

C-F/C3.1 CSD-P-G Stuffing Box to Outlet 2093 Joint Configuration /

75% Long.

UT 11 17,26 Note G4- 09 & 04- 06 Elbow Weld, Pump D Recording of Geometric

& Cire.

7 C-F/C3.1 Reflector Data NES NCR 799 RHA-P-Al Pump A Support Anchor None Incased in Concrete 100% of VT 11 18

~g 01-27 4 01- 03 1 1/4" Dia. Bolting Accessible C-E-2/C3.4 Bolting RHD-P-Al pump B Support Anchor None Incased in Concrete 100% of VT 11 18 01-27 & 01- 06.

1 1/4" Dia. Bolting Accessible C-E-2/C3.4 Bolting RHC-D-P1 Pump C Support Anchor None Incased in Concrete 100% of VT 11 18 G1-27 & 01- 08 1 1/4" Dia. Bolting Accessible C-E-2/C3.4 Bolting RHD-P-Al Pump D Support Anchor None Incased in Concrete 100% of

. VT 11 18 01-27 & 01-10 1 1/4" Dia. Bolting Accessible C-E-2/C3.4 Bolting HP-P-A Pump Support, Anchor None Incased in Concrete 100% of VT 11 18 C2-106 8 1-1/4" Dia. Studs Accessible C-E-2/C3.4 Bolting w

CSA-P-Al Pump A Support Anchor None Incased in Concrete 100% of VT 11 18 04- 09 & 04- 03 1 1/4" Dia. Bolting Accessible C-E-2/C3.4 Bolting

PAGE 37-LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

. TABLE,'PART 1, REV.

2*

Relief Component Ident. No.

. Component Description

- Req uest.

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method

. SIC No.

............==

9%

CSC-A-Al Pump C Support Anchor None Incased in Concrete 100%.of VT 11

'18 G4-69 & 04- 03' 1 1/4" Dia. Bolting Accessible C-E-2/C3.4 Bolting CSB-P-Al Pump B Support Anchor None Incased in Concrete 100% of VT 11 18

'G4-C9 & 04- 06 1 1/4" Daa. Bolting Accessible m

C-E-2/C3.4 Bolting CSD-P-Al Pump D Support Anchor None Incased in Concrete 100% of VT

!1 18 04-69 & 04- 06 1 1/4" Dia. Bolting Accessible C-E-2/C3.4 Bolting s

RHR-HXA-3 Heat Exchanger (R) 2056 Joint Configuration 90% Long.

UT 1

21 01-24 Shell 3 to Shell 2 Weld

& Cire.

C-A/C1.1 RHR-HXA-4 Heat Exchanger (A) 2233 Studs and Nuts on 75% Long.

UT 1

21 01-24 Shell 1 to Flange Weld Flange Side 100% Cire.

C-A/C1.1 RHR-HXB-3 Heat Exchanger (B) 2061 Joint Configuration 90% Long.

UT 1

21 01-24 Shell 3 to Shell 2 Weld

& Circ.

C-A/C1.1 RHR-HXB-4 Heat Exchanger (B) 2234 Studs and Nuts on 74% Long.

UT 1

21 81-24 Shell to Flange Weld Flange Side 100% Cire.

C-A/C1.1 MSC-036 26" Pipe to 2003 Adjacent Nozzle Blocking 100% Long.

UT 13 22 -

C3-C5 8" Sweep-O-Let Scan Path 90% Cire.

C-F/C2.3 HP-P-B Pump Casing Stud Bolting 2232 Pump Manufact urer's 0% Visual VT/UT 11 23 C2-1E6 38 1-3/4" Dia. Studs Visual. Inspection 100% UT C-D/C3.2 Considered Adequate PSV-51-1F055A-B 6"

x 10" Relief 2271 Valve Bonnet Blocking 100% Visual VT/MT 17 24 A

l 01- 03A Valve Bolting Access to One Side of 95% Surface 6 Studs and Nuts Four Nuts C-D/C4.2 PSV-51-1F0558-B 6" x 10" Relief 2272 Valve Bonnet Blocking 100% Visual VT/MT 17 24 A

01- 06A Valve Bolting Access to One Side of 95% Surface 6 Studs & Nuts Four Nuts C-D/C4.2 HV-51-182A-B 22" Motorized Gate Valve 2298 N/A,See Relief Request 0% Visual VT/MT 1

24 A

01-26 & 10- 01 Bolting

& Surface

~

24 Studs & Nuts C-D/C4.2

,t.

me M

PAGE 33 LIMERICK GENERATING STATION, UNIT 1 c;

COMPONENT

SUMMARY

TABLE, PART 1, REV.

2*

Relief Request c

Component Ident. No.

Component Description

% Complete Method SIC No.

Ieometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

.......jg HV-51-182B-B 22" Motorized Gate Valve 2298 N/A.See Relief Request 0% Visual.

VT/MT

.1 24 A

St-26 & 10- 01 Bolting-

& Surface 24 Studs & Nuts cd C-D/C4.2 RHA-006 12" Pipe to Valve None Recording of Geometric 100% Long.

UT None 25 sq 01- 01 (HV-1F041A)

Reflector Data

& Cire.

B-J/B4.5 NES NCR 799 RKa-009 12" Elbnw to Pipe None.

Recording of Geometric 100% Long.

UT None 25 01- 01 B-J/B4.L Reflector Data

& Cire.

NES NCR 799 RHC-007A 12" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 25 61- 07 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 RHC-009 12" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 01- 07 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 HP-037 10" Pipe to Elbow None Recording of Geometric 200% Long.

UT None 25 A

82-91 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 HP-911 10" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 25 E2- 01 B-J/B4.5 Reflector Data

& Cire.

b^

NES NCR 799 HP-012 10" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 j

S2- 01 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 MSD-019 26" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 C3- 04 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 CSA-012 12" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 G4-81 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 FWA-019A 12" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 25 03-81 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 C"

FWA-030 24" Pipe to Valve None Recording of Geometric 100% Long.

UT None 25 05- 01 (HV-1F011A)

Reflector Data

& Cire.

.B-J/B4.5 NES NCR 799 w

FWB-CO8A 12" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 25 05- 03 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799

M.

PAGE 39 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, FART 1,

REV. 2

' Relief Request Component Ident. No.

Component Description Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

.% Complete Method SIC No.

.......... -==.....

.....===================

==

.................===.....

===.....-===.

====....

..==

=

.m FWD-C21 12"-Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 05-C3 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 FWB-E27 24" Pipe to Valve None Recording of-Geometric 100% Long.

UT None 25 l

]

C5-93 (HV-1F011B)

Reflector Data

& Cire.

B-J/B4.5 NES NCR 799 RC-CG9 4" Elbow to Pipe None Recording of Geomet: 4c 100% Long.

UT None 25

,e 06-41 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 4

RC-127 Valve (HV-1F007)

None Recording of Geometric 100% Long.

UT None 25 06- 01 to 3" Pipe Reflector Data

& Cire.

B-J/B4.5 NES NCR 799 RC-133 3" Pipe to Flued None Recording of Geometric 100% Long.

UT None 25

[

06-O!

Head (X-10)

Reflector Data

& Cire.

.B-J/B4.5 NES NCR 799 l

py RRB-336LU-Maw.

12" Elbow Seam None Recording of Geometric 100% Long.

UT None 25 A

07-C2

. Maximum Radius Reflector Data

& Cire.

B-J/B4.5 NES NCR 799 RW-@23R1 4" Pipe to Elbow None Recording of Geometric 100% Long.

UT tJone 25 l

$8-91 B-J/B4.5 Reflector Data

& Circ.

,y NES NCR 799 RW-@33 45 Degree Elbow to None Recording of Geometric 100% Long.

UT None 25 l

88-61 4" Pipe Reflector Data

& Cire.

G B-J/B4.5 NES NCR 799 RW-033 4" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 25 C8-G1 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 RW-038 4" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 CS- 01 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 se RW-639 4" Pips to Elbow None Recording of Geometric 100% Long.

UT None 25 E8-61 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 RW-642 4" Elbow to Flued Head None Recording of Geometric 100% Long.

UT None 25 A

C8- 01 (X-44). Process Pipe Reflector Data

& Cire.

D-J/B4.5 NES NCR 799 to RW-0TG Valve (1017) to None Recording of Geometric 100% Long.

UT None 25 08- 01 4"

Pipe Reflector Data

& Cire.

B-J/B4.5

.NES NCR 799

PAGE 43 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Description Request c:

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

c:

RW-049 4" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 25 C8-81 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 RW-650 4" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 25 C8-61 B-J/B4.5 Reflector Data

& Circ.

NES NCR 799 RW-Cut 4" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 68- 01 B-J/B4.5 Reflector Data

& Cire.

NES.NCR 799 RW-052 4" Pipe to 45 Degeee None Recording of Geometric 100% Long.

UT None 25 08-61 Elbow Reflector Data

& Cire.

B-J/B4.5 NES NCR 799 RW-C55 4"

Pipe to Pipe None Recording of Geometric 100% Long.

UT None 25 E8- 01 B-J/B4.5 Reflector Data

& Circ.

NES NCR 799 RW-@57 4"

Pape to Pipe Nor e Recording of Geometric 100% Long.

UT None 25 08- 01 B-J/B4.5 g

Reflector Data

& Cire.

e NES NCR 799 RW-060

' Nozzle (N15) to None Recording of Geometric 100% Long.

UT None 25 08-93 2" Elbow Reflector Data

& Cire.

B-J/B4.5 NES NCR 799 RW-061 2" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 25 A

C8-83 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 RW-117 2" Valve (1F050)

None Recording of Geometric 100% Long.

UT None 25 C8-64 to Pipe Reflector Data

& Cire.

B-J/B4.5 NES NCR 799 RW-121 4" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 25 08 04 B-J/84.5 Reflector Data

& Cire.

NES NCR 799 RW-124 Flow Element None Recording of Geometric 100% Long.

UT None 25 08- 04 (FE-1N938) to Reflector Data

_& Cire.

4" Pipe NES NCR 799 B-J/B4.5 RHA-016h 12" Elbow to None Recording of Geometric 100% Long.

UT None 26 C5 01- 02 18" x 12" Reducer Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 c

RHA-027A 18" x 18" x 18" Tee None Recording of Geometric 100% Long.

UT None 26 01- 02 to Pipe Reflector pata

& Cire.

CC C-F/C2.1 NES NCR 793

-m PAGE 41 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item.No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No........g.

RHA-149A

'16" Pipe to Pipe None Recording of Geometric 200% Long.

UT None 26 C1-C2 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RHA-935A 18". Pipe t e Pipe None Recording of Geometric 100% Long.

UT None 26 01- 03 C-F/C2.1 Reflector Data

& Cire.

..s NES NCR 799 RHA-039A 18" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 01-C3 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 Recordi'g of Geometric 100% Long.

UT None 26 RHA-053A 18" Pipe to Pipe None n

01- 03 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 l

RHA-066A 24" Pipe. to Pipe None Recording of Geometric 100% Long.

UT None 26 01-63 C-F/C2.1 Reflector Data

& Circ.

NES NCR 799 RHA-1073 18" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26

,,)

01- 03 C-F/C2.1 Reflectcr Data

& Cire.

NES NCR 799 RHA-112 20" x 18" R ducer None Recording of Geometric 100% Long.

UT None 26 81-63 to Elbow Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 RHB-124R1 8" Elbow to Valve None Recording of Geometric 100% Long.

UT None 26 A

St- 06 HV-C-1038 Reflector Data

& Circ.

C-F/C2.1 NES NCR 799 l

RHB-115 18" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26 01- 06A C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RHC-015 12" Pipe to Elbow None Recording of Geometric 100% Long.

UT

.None 26 l

01- 07 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 w

RHC-019B 18" Pipe to Elbow None Recording of Geometric 100% Lor.g.

UT None 26 01- 07 C-F/C2.1 Reflector Data

& Cire.

• " i NES NCR 799 RHC-221 18* Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 01- 07 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RHC-026A 18" Pape to Pipe None Recording of Geometric 100% Long.

UT None 26 01- 07 C-F/C2.1 Reflector Data

& Circ.

NES NCR 799

~

l E

- - ~. -

PAGE 42 LIMERICK GENERATING STATION, UNIT 1 cs COMPONENT

SUMMARY

TABLE, pART 1 REV.

2-Relief Request Component Ident. No.

Component Description.

IEometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

RHC-030 18" Elbow to Elbow None Recording of Geometric 100% Long.

UT None 26 A

cd 01- 07 C-F/C2.1 Reflector Data

& Circ.

NES NCR 799 g3 RHD-C47B 18" Tee to 18" Pipe None Recording of Geometric 100% Long.

UT None 26 01- 09 C-F/C2.1 Reflector Data

& Cire.

ns NES NCR 799 RHD-C56A 18" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26

'01-10 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RH-C83A 16" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26' G1-12 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RH-@38A 20" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 01-13 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RH-C38B 20" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 G1-13 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RH-070R 20" Valve (1F067A)

None Recording'of Geometric 100% Long.

UT None 26 A

C1-13 to Elbow Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 sr 4

RH-1284 10" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 01-14 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 i

RHA-225 6" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26 01-16 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 i

RH-170A 18" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 01-17 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 w

RHD-170 10" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26

- $1-19 C-F/C2.1 Reflector Data 8 Cire.

NES NCR 799 RH-1994 6" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26 01-20 C-F/C2.1 Reflector Data

& Carc.

NES NCR 799 RH-200D 6" Tee to Pipe None Recording of Geometric 100% Long.

UT None 26 01-20 C-F/C2.1 Reflector Data

& Circ.'

NES NCR 799 2

y--

y e

.PRGE 43 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV.

2-Relief Component Ident. No.

Component Description Request Inometrie Dwg No.

Code Category /Itera No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

RH-207A 6" Tee to 6" Pipe.

None Recording of Geometric 100% Long.

UT None 26 C1-20 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RH-2*8 6". Pi pe t o El bow None Recording of Geometric 100% Long.

UT None 26 01-20 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RH-229 Elbow to 6" Pipe None Recording of Geometric 100% Long.

UT None 26 C1-23 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RH-210 6" Pipe to Elbow None Recording of. Geometric 100% Long.

UT None 26 01-23 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RKA-255 18" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 01-26 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RHA-261A 18" Elbow to Tee None Recording of Geometric 100% Long.

UT None 26 A

01-26 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 HP-032R 12" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 A

E2-et C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 HP-@35R 12" Pipe to Elbow None Recording of Geometric 100% Lorg.

UT None 26 A

C2- 01 1-F/C2.1 Reflector Data

& Cire.

NES NCR 799 HP-082 20" x 12" Reducer None Recording of Geometric 100% Long.

UT None 26 02-C3 to Elbow Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 HP-097A 14" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 A

C2- 04 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 v

HP-147A 8" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 A

C2-27

'C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 MSA-@30B 26" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 C3- 03 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 MGB-030A 26" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 A

03- 03 C-F/C2.1 Reflector Data

& Circ.

NES NCR 799 w

^

m wi PAGE 44 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV.

2' Relief Request

. Component Ident. No.

_ Component Description e.

Iscuetric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

MSD-030A 26" Pipe to Pipe None Recording of Geometric 200% Long.

UT None 26

$3-C5 C-F/C2.1 Reflector Data

& Circ.

NES NCR 799 MSD-030B-26" Pipe to Pipe

!4one Recording of Geometric 100% Long.

UT --

None 26 03- 05 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 MSD-@36 26" Pipe to 6" None Recording of Geometric 100% Long.

UT None 26 4

93-C5

'Sweepolet Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 MS-614 26" x 26" x 14" Tee None Recording of Geometric 100% Long.

UT None 26 l

03- 06 to Pipe Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 MS-917 14" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26 03-96 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 CSA-021C 14" Pipe to Pipe None Recording of Geoestrie 100% Long.

UT None-26 C4- 02 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799

\\

CSA-036A 12" Pipe to pape None Recording of Geometric 100% Long.

UT None 26 64-63 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 CSA-055 16" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26

@4- 03 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 CSA-056A 16" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 G4- 03 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 CSB-019 12" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26

$4- 05 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 w

CSB-027 14" Elbow to Pipe None Recording of Geometric 10J% Long.

UT None 26 64- 05 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 CSB-058R 16" x 16" x 14" Tee None Recording of Geometric 100% Long.

UT None 26 64-27 to Elbow Re*1ector Data

& Cire.

C-F/C2.1 NES NCR 799 CSB-062 16" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 04- 07 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 we

PAGE 45 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1,

REV. 2 Relief Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

CSB-086A 14" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26

$4- 07 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 CSB-092R 16" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 64- 07 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 CSB-G94R 16" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 34-67 C-F/C2.1 Reflector Data

& C' c.

NES NCR 799 CSC-002 6"

Pipe to None Recording of Geometric 100% Long.

UT None 26 G4- 08 Valve (HV-127)

Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 CSC-008A Elbow to 6" Pipe None Recordtry f Geometric 100% Long.

UT None 26 64-C8 C-F/C2.1 Reflector Data

& Circ.

NES NCR 799 FWA-042 Valve (HV-1F105) to None Recording of Geometric 100% Long.

UT None 26 65- 02 8" Elbow Reflector Data

& Circ.

C-F/C2.1

.NES NCR 799 FWB-033 12" Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 C5- 03 B-J/B4.5 Reflector Data

& Cire.

NES NCR 799 RC-CS2A 6" Elbow to None Recording of Geometric 100% Long.

UT None 26 A

06- 02 6" x 3" Reducer Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 RC-104R 10" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26 06-64 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799

.RC-108 10" Elbow to Pipe None Recording of-Geometric 100% Long.

UT None 26 06-64 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 rs RC-110 10" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 06- 04 C-F/C2.1 Reflector Data

& Circ.

NES NCR '/99 RC-111 10" Pipe to Elaow None Rer.ording of Geometric 100% Long.

UT None 26 06- 04 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RC-112 10" Elbow to Pipe None-Recording of Geoinetric 200% Long.

UT None 26 C6-64 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 w

_._4 PAGE 46 LIMERICM GENERATING STATION, UNIT 1

.i COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Request Cowponent Ident. No.

Component Description SIC No.

Isowetric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method.

i RC-113 10" Pipe to 45 None Recording of Geometric 100% Long.

UT

.None 26 06- 04 Elbow-Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 RC-115 10" Pape to Pape Ncne Recording of Geovnetric 100% Long.

UT None 26 06- 04 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RC-116 10" Pipe to Elbow None Recording of Geometric 100% Long.

UT None 26

~.

06- 04 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RC-117 10" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26 06- 04 C-F/C2.1 Reflector Data'

& Cire.

NES NCR 799 RC-119 10" x 8" Reducer None Recording of Geometric 100% Long.

UT None 26 06- 04 to 8" Elbow Reflector Data

& Cire.

C-F/C2.1 NES NCR 799 i

RC-121A 8"

Pipe to Pipe None Recording of Geometric 100% Long.

UT None 26 4

06- 04 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 RDA-002 8" Pipe to Tee None Recording of Geometric 100% Long.

UT None 26 69- 01 C-G/C2.1 Reflector Data

& Cire.

NES NCR 799 on RDA-913 8" Tee to Pipe None Recording of Geometric 100% Long.

UT None 26 C9- 01 C-G/C2.1 Reflector Data

& Cire.

i NES NCR 799 RDA-015 8" Elbow to Pipe None Recording of Geometric 100% Long.

UT None 26

^

09-St C-G/C2.1 Reflector Data

& Cire.

NES NCR 799 RDA-021 45 Degree Elbow to None Recording of Geometric 200% Long.

UT None 26 C9- 01 8" Pipe Reflector Data

& Cire.

C-G/C2.1 NES NCR 799 w'

RDA-026 8" Tee to Pipe None Recording of Geometric 100% Long.

UT None 26 C9-91 C-G/C2.1 Reflector Data

& Circ.

NES NCR 799 RDB-917 8" Pipe to Tee None Recording of Geometric 100% Long.

UT None 26 "i

69- 02 C-F/C2.1 Reflector Data

& Cire.

3 NES NCR 799 RDB-019 8" Tee to Pipe None Recording of Geometric 100% Long.

UT None 26

• i i

C9- 02 C-F/C2.1 Reflector Data

& Cire.

NES NCR 799 w

PAGE' 47 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident.'No.

Component Description Request

=3 :

Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

DCA-105-H002 Pipe Support, 4 Lugs 2268 Adjacent Cire. Weld 100% Long.

UT 3

27 A

01-111 B-K-1/B4.9 80% Cire.

RHR-HXA-B Shell Flange 1 1/8" 2310 64 Studs & 128 Nuts 0% Visual VT/MT 1

28 A

C1-24 Stud Bolting Per Each of 2 Heat

& Surface C-L/C1.4 Exchangers RHR-HXB-B Shell Flange 1 1/8" 2310 64 Studs & 128 Nuts 0% Visual VT/MT 1

28 A

01-24 Stud Bolting Per Each of 2 Heat

& Surface C-D/C1.4 Exchangers RHB-003 Valve (1F065B) to 2008 IEAR Voided 100% Long.

UT N/A N/A D/6 01-64 12" Pipe

& Cire.

B-1/B4.5 RHB-004 12" Pipe to Elbow 2009 IEAR Voided 100% Long.

UT N/A N/A D/6 01- 04 B-J/B4.5

& Circ.-

e RHB-005LD-Max.

Elbow Seam Max. Radius None Relief Request Deleted 100% Long.

UT N/A N/A 01-64 B-J/B4.5

& Cire.

RHD-CG4 12" Pipe to Elbow 2007 IEAR Voided 100% Long.

UT N/A N/A D/6 G1- 09 B-J/B4.5

& Cire.

51-1FG67A-B 20" Gate Valve Bolting 2253 IEAR Voided N/A N/A N/A N/A D/24

@t-13 N/A 51-1F067B-B 20" Gate Valve Bolting 2253 IEAR Voided N/A N/A N/A N/A D/24 St-13 N/A 51-HV-1F006A-B 20" Motorized Gate Valve 2253 IEAR Voided N/A N/A N/A N/A D/24 81-13 Bolting N/A v

51-HV-1F006B-B 20" Motorized Gate Valve 2253 IEAR Voided N/A N/A N/A N/A D/24 01-13 Bolting N/A RH-163 Valve (HV-C-154A) to 2074 IEAR Voided 100% Long.

UT N/A N/A D/13 01-14 10" x 6" Reducer

& Cire.

C-F/C2.1 RH-194A 6" Pipe to Pipe 2231 Weld Deleted From Program N/A N/A N/A N/A D/13 61-29 C-F/C2.1 Plan 51-PSV-1F097-B 4" x 6" Relief Valve 2253 IEAR Voided N/A N/A N/A N/A D/24 01-21 Bolting N/A RHR-HXB-1 Heat Exchanger (B) 2227 IEAR Voided 100% Long.

UT N/A N/A D/21 01-24 Head to Shell 4 Weld

& Circ.

C-A/C1.1

PAGE

~43 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV. 2 Relief Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

HDD-118-H050 Pipe Support None DesiDr. Change, Integral N/A N/A N/A N/A D/16 C1-106 N/A Attachments Deleted HBB-118-H012 Pipe Support None

'Desagn Change Integral N/A N/A N/A N/A D/16 01-113 N/A Attachments Deleted HP-013A 10" Tee to Blind Flange 2192 IEAR Voided 100% Long.

UT N/A N/A D/6 C2- 01 B-J/B4.5

& Cire.

55-HV-1F001-B 10" Motorized Globe 2254 IEAR Voided N/A N/A N/A N/A D/24 C2-C2 Valve Bolting N/A 55-HV-1F006-B 12" Motorized Gate 2254 IEAR Voided N/A N/A N/A N/A 0/24 02-G4 Valve Bolting N/A 55-HV-1F807-B 14" Motorized Gate 2254 IEAR Voided N/A N/A N/A N/A D/24 I

02- 04 Valve Bolting N/A

_ 41-HV-111-B 8" Motorized Gate 2252 IEAR Voided N/A N/A N/A N/A D/24 C3-65 Valve Bolting N/A HBB-120-H019 Pipe Support None Design Change, Integral N/A N/A N/A N/A D/16 C4-193 N/A Attachments Deleted

% :)

RC-058R2 6" Pipe to 2006 IEAR Voided 100% Long.

UT N/A N/A D/13 06-63 6" x 6" x 4" Tee

& Cire.

C-F/C2.1 RRA-027LD-Max.

Elbow Seam Max. Radius None Relief Request Deleted 100% Long.

UT N/A N/A G7-61 B-J/B4.5

& Cire.

4 RRA-027LD-Min.

Elbow Seam Min. Radius None Relief Request Deleted 100% Long.

UT N/A N/A 07- 01 B-J/B4.5

& Cire.

RRA-@28LU-Max.

Elbow Seam Max. Radius None Relief Request Deleted 100% Long.

UT N/A N/A G7- 01 B-J/B4.5

& Cire.

RRA-028LU-Min.

Elbow Seam Min. Radius None Relief Request Deleted 100% Long.

UT N/A N/A 07-61 B-J/B4.5

& Cire.

RRA-037LD-Max.

Elbow Seam Max. Radius None Relief Request Deleted 100% Long.

UT N/A N/A G7- 01 B-J/B4.5

& Cire.

RRA-038LU-Max.

Elbow Seam Max. Radius None Relief Request Deleted 100% Long.

UT N/A N/A G7- 01 B-J/B4.5

& Cire.

==l

PAGE 49 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 1, REV.

2' Relief Component Ident. No.

Component Description Request Isometric Dwg No.

Code Category / Item No.

IEAR No.

Obstruction / Remarks

% Complete Method SIC No.

==

=

RDA-019 8" Elbow to Pipe None Relief Request Deleted 100% Long.

UT N/A N/A 09-C1 C-G/C2.1

& Cire.

RDS-C11 8" Pipe to Elbow None Relief Request Deleted 100% Long.

UT N/A N/A C9- 02 C-G/C2.1

& Circ.

W

,=i n

%9 A*l

%9

.,9 0

%.F

%ne.

V:

we e

tua

.a DAGE NO. 00001 03/08/85 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 2 REV. 1 CLASS 1 VALVES, EXAMINATION CATEGORY B-M-2, B6.7 Relief Valve IEAR

. Mfg.

Requwst System Group. Valve Number No.

Manufacturer Valve Description Method SIC No.

MS -

1 41-HV-1F028A D,C,D 2305 Atwood & Morrill 26" Globs Valve Cast None 10 MS 1

41-HV-1F022A,B C D 2305 Atwood & Morrill 26" Globe Valve Cast None 10

-4.

MS.

2 41-PSV-1F013A-H,J-N,S 2305 Target Rock 8" Relief Valve Forged None le FW 3

41-HV-1F011A,B 2305 Anchor Darling 24" Gate Valve Cast None

'10

.,)

FW'

.4 41-1F010A,B 2305 Atwood & Morrill 24" Check Valve Cast None 10 o.

FW 4

41-HV-1F074A,B 2305 Atwood 4.Morrill 24" Check Valve Cast

.None 10 RR 5 HV-1F023A,B 2305 Lunkenheimer 24" Gate Valve Cast None 10 RR.

5 43-HV-1F031A,8 2305 Lunkenheimer 24" Gate Valve Cast None.

10 c-RW 6

44-HV-1F001 2305 Anchor Darling 6" Globe Valve Cast None 10 RW 6

44-HV-1F004 2305 Anchor Darling 6" Globe Valve Cast None 10 g,,

RW 7A 44-HV-C-1F105 2305 Anchor Darling 6" Gate Valve Cast None 10

\\#

RW 7A 44-1F027 2305 Anchor Darling 6". Gate Valve Cast None 10 RW 78 44-HV-1F100 2305 Velan 6" Gate Valve Forged None

.10 RH 8

51-1F077 2305 Anchor Darling 20" Gate Valve Cast Ncne 10 RH 8

51-HV-1F017A,B,C.D 2305 Anchor Darling 12" Gate Valve Cast Ncne 10 RH 8

51-1F060A,B 2305 Anchor Darling 12" Gate Valve Cast None 10 RH 9

51-HV-1F015A,B 2305 Anchor Darling 12" Globe Valve Cast None le RH 9

51-HV-1F023 2305 Anchor Darling 6" Globe Valve Cast None N/A lD/10 RH 10 51-1F019 2305 Anchor Darling 6" Check Valve Cast None 10 RH 11 51-HV-1F050A,B 2305 Atwood & Morrill 12" Check Valve Cast None 10 RH 11 51-HV-1F041A,B,C,D 2305 Atwood & Morrill 12" Check Valve Cast None 10 RH 12 51-HV-1F008 2305 Velan 20" Gate Valve Forged None 10 RH 12 51-HV-1F009 2305 Velan 20" Gate Valve Forged None 10

PAGE NO. 00002 04/C8/C5 LIMERICK GENERATING STATION, UNIT 1 COMPONENT

SUMMARY

TABLE, PART 2, REV. 1 CLASS 1 VALVES, EXAMINATION CATEGORY B-M-2, D6.7 Relief Valve IEAR Mfg.

Request Syst ens Group Valve Number No.

Manufacturer Valve Description Method SIC No........ g RH 12 51-1F065A,B,C,D 2305 Velan 12" Gate Valve Forged None 10 RH 12 51-HV-1F022 2305 Velan 6" Gate Valve Forged None 10 CS 13 52-HV-108 2305 Anchor Darling 12" Check Valve Cast None 10 CS 14 52-HV-1F005 2305 Anchor Darlang 12" Gate Valve Cast None 10

' CS 15 52-HV-1F006A,B 2305 Atwood & Morrill 12" Check Valve Cast None 10 CS 16 52-1F007A.P 2305 Velan 12" Gate Valve Forged None 10 HP 17 55-HV-1F002 2305 Anchor Darling 10" Globe Valve Cast None 10 HP 17 55-HV-1F003 2305 Anchor Darling 10" Globe Valve Cast None 10 t9 ke t#

% 9 e

0

%d ther

.M Attachment #1 to Sunmary Report #1 L

l ATTACHMENT 3 ATTACHMENT #1:

Effect of RPV Nozzle Configurations on Category BD to SU MARY REPORT #1 Examinations for Limerick #1

REFERENCE:

Philadelphia Electric Company Limerick Nuclear Generating Station Contract #8031-M-246B Unit #1 - RPV Pre-Service Ultrasonic Examination This report is presented to document the effect of the Limerick Unit fl RPV nozzle

' conffgurations on the ASME Section XI Category BD Ultrasonic Examination.

The Limerick Unit #1 RPV contains 34 nozzles requiring ultrasonic examination under Code Category BD. These ncules are fabricated from six basic forging configurations. The configurations and the nozzles fabricated from them are:

Type "A" 30.082" nominal OD N1 A and B Type "B" 27.281" nominal OD N3 A, B, C and D Type "C" 14.250" nominal OD N2 A, B, C, D, E, F, G, H, J and K N4 A, B, C, D, E and F N5 A and B i

N17 A, B, C and D Type "D" 9.250" nominal OD N6 A and B (closure head)

Type "E" 6.250" nominal OD N8 A and B N9 Type "F" 6.250" nominal OD N7 (closure head)

The basic nozzle configurations are shown, by type, in Figures 1 through 6.

Each of the basic nozzle configurations has the same limiting factor to the examination of the attachment weld. The factor is the radius on the nozzle side of the weld centerline. The radius causes the search unit to lift (lose contact) as it crosses the centerline. The lifting of the search unit affects both the "T" scan (transverse to the weld) and the "F" scan (parallel to the weld) of all 34 nozzles.

The examination of 28 nozzles was performed using remote automatic examination equipment. The remaining six nozzles were manually examined. The nozzle configuration had the greatest effect on the remote automatic examinations. This is due to the requirement that the search unit (package) forward movement on "T" scans be terminated prior to damaging the scanner. The "T" scans are considered to have terminated an average of.5" from the weld centerline, on the vessel side of the weld centerline unless otherwise noted. This stopping point is considered to provide the examination of the maximum feasible volume on an othemise unrestricted nozzle to vessel weld. When factors such as weld reinforcement make it necessary to terminate the scan at a point farther from the weld centerline, the actual termination points are noted on the data sheets.

In cases such as this, the actual scan termination points are used to calculate the unexamined volumes. When configuration causes examination of a smaller than average volume, the affected examination shall be noted in the final report as being restricted.

Examinations which meet or exceed the average examined volume shall be considered as complete examinations.

GENER AL h ELECTRIC

2 of 3 Figures 7 through 12 show the unexamined volume due to the nozzle configuration for each nozzle type. The calculations were made treating the sound beam as a single ray, taking no credit for beam spreading. This treatment yields a conservative result. The calculations are based on the 45* and 60* beaming angles used at Limerick.

In this report, unexamined volume is considered to be the portion that is interrogated by neither beaming angle. Partially examined volume is the portion that is interrogated by the 60* beambig angle only. Fully examined volume is the portion that is interrogated by both the 45* and 60* beaming angles.

It is ii6portant to note here that the examinations were performed from the shell side of the weld only due to the referenced nozzle configurations.

Calculations of the average unexamined, partially examined and fully examined volumes for "T" scans of the six nozzle forging types are as follows:

Figure 7 Type "A" Fully Examined 79.29%

30.081" OD Partially Examined 6.80%

N1 hozzles Unexamined 13.91%

Figure 8 Type "B" Fully Examined 73.26%

27.281" OD Partially Examined 6.30%

N3 Nozzles Unexamined 20.44%

Figure 9 Type "C" Fully Examined 77.55%

14.250" OD Partially Examined 7.80%

N2 Nozzles Unexamined 14.65%

N4 Nozzles N5 Nozzles N17 Nozzles Figure 10 Type "D"*

Fully Examined 72.36%

i l

9.250" OD**

Partially Examined 9.67%

N6 Nozzles Unexamined 17.97%

l Figure 11 Type "E" Fully Examined 78.22%

6.250" OD Partially Examined 7.65%

N8 Nozzles Unexamined 14.13%

N9 Nozzles Figure 12 Type "F" Fully Examined 76.24%

6.250" OD Partially Examined 7.27%

N7 Nozzle Unexamined 16.49%

• Restriction varies.

• • Worst case calculation.

In all six nozzle forging configurations, the "P" scans of the nozzle side of the I

weld were not perfomed. The unexamined "P" scan volume therefore equals 50% for l

all configurations.

j SEN ER AL h ELECTRIC

3 of 3 Limited examinations occurred on four Type C nozzles. The restriction to the scanning were caused by either the package lifting off the weld at a point farther from the weld centerline than the average termination point or interference due to the placement of another nozzle.

The affected nozzles are:

. N2B 60* stopped 1.375" short of the centerline due to lift off

'N2G 60* stopped 1.375" short of th'e centerline due to lift off N48 60* stopped 1.375" short of the centerline due to lift off N4D T Scan interference due to the placement of Nozzle N11B For these nozzles the percentages of the volumes that were fully examined, partially examined and unexamined are:

Type C Fully Examined 75.42%

14.250" OD Partially Examined 5.67%

N28 and G Unexamined 18.91%

N48 N4D Fully Examined 69.21%

6.88%

23.91%

DISCUSSION Both ASME Section XI and ASME Section V recognize that not all configurations of weldments can be completely examined.Section V, Article 4, Paragraph T-441.4.4 states that, wherever feasible, the weld should be scanned from both sides on the same surface. When this is physically impossible due to the configuration of the weldment, the restriction is to be noted in the report of the examination.

As shown in Figures 7 through 12, the Category BD nozzle-to-vessel welds were examined from one side only due to the configuration. The partial examination is considered to satisfy Section V Article 4 examination requirements, since 100% of the volume that could be examined (feasible) was examined. Due to the radius, alternate beaming angles offered no appreciable increase in examination volume.

Full Vee Path calibrations and examinations were not performed due to both the inherently long metal paths involved and the inability to accurately predict the reflected angle of the sound beam when going through the vessel cladding.

GENERAL h ELECTRIC

NOT 10 SCALE 4

TYPE 'A' NDZ2LE FORGING 30.082* NOMINAL 0.0.

N0ZZLE SIDE RADIUS 4.875' N0Z2LES N1 A AND N1 8 REClWQR.ATINI OUTLET l

i i

i 1

i i

)

1 FIGIRE 1 i

A -

O e

T

/

k w

W c

Gust g suGe a

I. git.gg a

!si rnN Edbb as

NOT TO SCALE TYPE "C" NOZ2LE FORGING 14.250" N MINAR. 0.0.

N0ZZLE SIDE RADIUS 3.562" N0ZZLES N2 A THROUGH N2 K RECIRCEATION I EET M a twt 0 UGH 104 F FEEDWATER IIE.ET i

N5 A AW IEi 8

'v

\\

CORE SPRAY IEET N17 A 1Nt00EH N17 D LOW-PltES$tNIE COENIT INECTIdll l

l

'l 4

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f FIGURE 3 i

v

t

/

/

'm X

)',

4y

/

r.~.5

~la k wg'.p{I 519~g E~5$,

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NOT TO SCALE TYPE *E" N0ZZLE FORGI M 6.250" NOMINAL 0.D.

NOZZLE SIDE RADIUS 3.125" N0ZZLES N8 A AND NB B JET PtNF INSTRUENTATION i

4 N0ZZLE N9 CONTRG. R00 DRIVE RETWtn X

i I

i i

FIGURE 5

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=

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ll 1

TYK *t" 27.N1 W W.

FF851 AKA A. B. C. 3 = W in2 g

1MRLLY MIARIES A. E. n. G = 13.89 in!

/

45* er 80" Sul.T E. N. El and W. F. S = 4.M int l

es* Aas sea s. C. a. F. n. El = 49.sr tar

'a TOTALLY W IARTE S TIR. R = 29.441 0F THE IWB 2500-7b EqutREMNT.

EINIfMTION PERf4IBES F3151 W SIM OF M LB SNLY IN accel 19AACE WITH I

SECTICII Y. AllTICLE 4. PAltAsstAPM T-441.4.4.

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f TYPE *r 9.250" OB IEpt.

G EEut JIAEA A. B. C. 3 = 15.83 in2 3

TorELY tmEEustaEn s. E, s = r.s1 in2 N

00* GIE.Y E. F. S = 1.53 fn2 t

C F

l 45* W 88* A. 3. F. E = 11.49 in2 19 TALLY MED TElBE = 17.95 W TE IM 2500-?b ret lUIRDENT.

60*

EmullIIATim PERFINEW FiltBI OIE SIE F WELD SET IN AccutRMCE WITM j

SECTION T. ARTICLE 4. PNUISIUIPn T-441.4.4.

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Safety impact Sumery, Rev.1 DLS/pd0!098513 4

ATTACHMENT 4 Limerick Generating Station. Unit 1 Safety Impact Summary. Rev.1 l..

RHR system weld / bolted connection outside containment, downstream of pump discharge check valves:

During normal plant power operation, weld is unpressurized or slightly pressurized by keep-full systems.

Significant leakage may affect pressure boundary of one RHR loop.

Significant leakage is detected by leak detection systems or loss of system function.

If leak is within the shutdown cooling loop the plant can be safely shut down using the main condenser and the unaffected RHR loop.

2.

Reactor coolant pressure boundary weld (RCPB): Weld is normally pressurized during power operation.

Inboard containment isolation l

(or RCPB) valve performs RCPB isolation function. Significant RCPB leakage is detected by leak detection systems. The plant can be safely shut down using unaffected systems.

3.

RHR shutdown cooling suction line weld between normally closed valves:

During normal plant operation, significant leakage is detected by

{

1eak detection systems. The plant can be safely shut down using the main condenser and the alternate shutdown coolit.g method.

4.

RCPB weld between the RPV nozzle and the inboard isolation valve:

l /h Weld cannot be isolated. RCPB leak detection systems detect significant leakage. Plant technical specifications require plant shutdown when significant unidentified leakage occurs. The plant can be safely shut down using the normal shutdown methods.

5.

Suppression pool boundary weld: During normal plant and system operation, weld is pressurized with less than 30 feet of hydrostatic head. Weld cannot be isolated. Significant leakage is detected by leak detection systems.

Several means of providing makeup water to the suppression pool are available. Pump compartments adjacent to the suppression pool are watertight.

If leak affecte one loop of RHR. the plant can be safely shut down using the malt condenser and the unaffected RHR loop.

6.

Containment atmosphere boundary weld: Weld is not pressurized during normal plant operation. Normal plant operation is not affected by leakage. Leakage will be detected during containmet local or integrated leak rate tests. The plant can be safely shut down using i

the normal shutdown methods.

7.

System boundary weld:

Weld is not normally pressurized during plant power operation.

During normal system operation..significant leakage is detected by leak detection systems. The plant can be j(hg safely shut down using the normal shutdown methods.

DLS/me

Limerick Generating Stationi. Unit 1 Safety Impact Summary, Rev.1 8.

HPCI, RCIC and RWCU system welds outside contalument: During plant power operation, significant leakage from lines which are pressurised with steam or hot water is detected and automatically isolated by

-leak detection systems. None of these systems are required for normal plant shutdown. Planit can be safely shut dowin using normal shutdown methods.

9.

Feedwater system weld inside containment:

Signiificant leakage is detected by leak detection systems. Leak can be isolated by remote actuation of valve HV41-F011A or B.

Planet can he safely shut down using normal shutdown methods.

10. Reactor Recirculation weld: Significant leakage is detected by 1eak detection systems. Leak can be isolated by remote actuation of valve HV43-F023 & HV43-F031. Plant can be safely shut down using normal sht.tdown methods.

11. RHR, HPCI, RCIC and Core Spray system welds between the pump suction contalument isolation valve and pump discharge check valve: During

[

plant. power operation, weld is slightly pressurized by the hydrostatic head of the suppression pool or condensate storage tank. Significant leakage is detected by leak detection systems. If the leak is withlin an RHR shutdown cooling loop the plant can be safely shutdown using the main condenser and the unaffected RPR loop.

12.

Feedwater system weld outside containment:

Weld is pressurized duritig plant power operation. Leak detection systems detect significant C

leakage. Containment isolation occurs automatically upos loss of feedwater flow. Other systems are availabic to provide makeup water to the RPV during plant shutdown.

13. Main steam system weld outside containmenit: Weld is pressurised during plant power operation.

Significant leakage is detected by leak detection systems and automatically isolated. The plant cati be safely rhut down by depressurising via the suppression pool and removing heat via the RHR system.

14. Core spray system weld outside containment: During plant power operation, weld is slightly pressurized by hydrostatic head or keep-full systems. Leak detection systems detect significant leakage. The plant can be safely shut down using normal shut-down methods.

Limerick Generating Station. Unit 1 Safety Impact Summary. Rev. I

15. Main steam system weld inside the turbine enclosure: Weld is pressurized during plant power operation.

If leak is not large enoug'a to be detected and automatically isolated as per Category 13 leakage would be detected by other methods (e.g. area and stack radiation monitors) and manually isolated. The plaut can be safely shut down by depressurizing via the suppression pool and removing heat via the RHR system.

16.

RHR system, vacuum relief line weld outside containment: Weld is not pressurized during normal plant or FHR system operation.

Plant can be safely shut down using normal shutdown nethods.

17.

RHR system, pressure relief line weld / bolted connection outside containment: Weld / bolted connection is not pressurized during normal plant or RHR system operation. The plant can he safely shut down using the normal shutdown methods.

J 18.

RHR system, RPV head spray weld inside containment between normally closed valves: Weld is not pressurized during plant power operation.

Significant leakage is detected by leak detection systems.

The plant can be safely shut down using the normal shutdown methods.

19.

CRD system. scran discharge piping weld outside containnent. Weld is not pressurized during normal plant operation. Leakage is i

detected during system leakage tests. The plant can he safely shut down using normal shutdown methods.

DLS/me I

A

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