NL-16-134, Submittal of Concrete Containment Inspection in Accordance with the Parties Approved Settlement of License Renewal Contention

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Submittal of Concrete Containment Inspection in Accordance with the Parties Approved Settlement of License Renewal Contention
ML16349A142
Person / Time
Site: Indian Point 
Issue date: 12/02/2016
From: Vitale A
Entergy Nuclear Northeast
To:
Office of Nuclear Reactor Regulation
References
NL-16-134
Download: ML16349A142 (195)
v • d • e


Text

{{#Wiki_filter:NL-16-134 December 2, 2016 Entergy Nuclear Northeast Indian Point Energy Center 450 Broadway, GSB P.O. Box249 Buchanan, NY 10511-0249 Tel 914 254 6700 Anthony J. Vitale Site Vice President Office of the NYS Attorney General The Capitol Albany, NY 12224-0341

SUBJECT:

Entergy Transmittal of Indian Point 3 ASME Section XI, IWL Concrete Containment Inspection In Accordance With the Parties' Approved Settlement of License Renewal Contention NYS-24 Indian Point Unit Number 3 Docket No. 50-286 License No. DPR-64

REFERENCE:

1.

Atomic Safety and Licensing Board Order (Approving Settlement of Contention NYS-24) ASLBP No. 07-858-03-LR-BD01 (January 26, 2012), (ADAMS Accession ML12026A431)

2.

Settlement Agreement Regarding New York State Contention 24 (December 21, 2015) (attached as Appendix 1 to Reference 1)

Dear Sir or Madam:

The purpose of this letter is to transmit the most recent ASME Section XI IWL inspection report for Indian Point 3 in accordance with the Atomic Safety and Licensing Board (ASLB) Order approving New York State's and Entergy Nuclear Operations, lnc.'s settlement, including dismissal, of Contention NYS-24, which concerned the structural integrity of the containment concrete at Indian Point Units 2 and 3 (Reference 1 ). The Settlement Agreement (Reference 2) is based, in part, on Entergy's agreement to provide New York State with "copies of the results of future ASME Section XI, IWL visual inspections and/or the results of inspections or tests that might replace, augment, or update these visual inspections of the exterior concrete surfaces of the containments." Accordingly, enclosing is a copy of Entergy Engineering Report IP-RPT-15-00063, "IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015" which documents the results of the most recent IWL inspection at Indian Point Unit 3.

NL-16-134 Docket No. 50-247

  • Page2of 2 If you have~any questions regarding this letter, please contact Mr. Robert Walpole, Manager, Regulatory Assurance at (914) 254-671 o.

Respectfully, AJV/sp

Enclosure:

EntergyEngineering Report IP-RPT-15-00063. "IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015" cc: NRC Public Document Room Mr. Douglas Pickett, Senior Project Manager, NRC NRR DORL . Ms. Bridget Frymire, New York State Dept. of Public Seivice Mr.. John Sipos, Assistant Attorney General, Office of the Attorney General for tbe State of N~W.,,, York

ENCLOSURE TO NL-16-134 ENTERGY ENGINEERING REPORT IP-RPT-15-00063, "IP3 ASME SECTION XI, IWL CONCRETE CONTAINMENT INSPECTION FOR 2015" ENTERGY NUCLEAR OPERATIONS, INC. INDIAN POINT NUCLEAR GENERATING UNIT NO. 3 DOCKET NO. 50-286

Engineering Report No. iP"'.RPT-15-00063 Rev. 0 Page I of 14 ---i Total pages with attachments: l 92 --===-Entergy

  • ENTERGY NUCLEAR NORTHEAST Engineering Report Cover Sheet IPI 0 ANOt0 Prepared by:

Verified! Reviewed by: "'Reviewed by: Approved by: Engineering Report Tille: IP3 ASME SECTION XI, IWL CONCRETE CONTAINMENT INSPECTION FOR2015 New [81 IP2 D AN02 D Engineering Report Type: Revision D Cancelled D . IP3 18] ECH D Applicable Site(s) JAF D PNPS GGNS D RBS EC No. [81 EC# 65310 ON/A Superseded D D D VY D WF3 D WPO D Report Origin: 181 Entergy D Vendor Vendor Document No.: _..::-N""'/ A....._ __ Quality-Related: 181 Yes D No John Skonieczny P.E. Design Verifier!Re¥:tl" twem* Allan Schiaffino ~~~:::--ik."A-Date: JOhf( A <o Date: Date: Date: /7>{1iJ/1, 1ohe-/Jte I

  • l 0/L<b fuo I
    For ASME Section XI Code Program plans per EN:-DC-120, If required~

IPEC IP-RPT-15-00063 REV.O Pa e 2of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 TABLE OF CONTENTS Section 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 3.1 3.2 3.3 3.4 3.5 4.1 4.2 7.1 7.2 7.3 7.4 7.5 8.1 8.2 Scope and Objectives.......................................................................................... 3 Background....................................................................................................... 3 Details............................................................................................................... 4 Qualifications of Personnel............................................,................................... 4 Qualifications of Equipment.............................................................................. 4 Accessible/Inaccessible Areas..........................................................................,. 5 Acceptance Standards........................................................................................ 5 Method of Evaluation of Results........................................................................ 5 Operating Experience........................................................................................ 6 OE12772 - North Anna..................................................................................... 6 Event Number: 280-010730-1, Surry!............................................................... 6 Summary of Results.......................................................................................... 7 Conclusion.................................................................................,.. ;................... 10 Reference Material............................................................................................ 10 Definitions........................................................................................................ 10

References:

Commitment Documents............................. ;................................. 12

References:

Development Documents............................................................... 12

References:

Interface Documents...................................................................... 13

References:

Containment ISi Drawings............................................................. 14 Attachments...................................................................................................... 14 Figures and Drawings.... :.................................................................... 15 Inspection Reports and Photos................................................................ 19

rPEC IP-RPT-15-00063 REV.O Pa e 3of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 1.0 Scope and Objectives This report satisfies the IWL requirements for the 1st period of the 2nd interval, and complements reports IP-RPT-09-00069, Rev. 0, IP-RPT-06-00013, Rev. 0, and IP3-RPT-STR-03517, Rev. 0, for the containment oflndian Point Unit 3. ' This report documents the general visual inspection of Class CC components and the Reinforced Concrete shell of Class CC pressure retaining components of the Vapor Containment (VC) for Unit 3 at Indian Point Energy Center. The inspection was done to identify signs of structural degradation that may affect structural integrity or leak tightness and to identify the required repairs and/or replacement activities to minimize . degradation due to environmental conditions and aging. In addition, previous findings of past inspections will be addressed in terms of changes since the previous inspection. This report was developed in accordance with the requirements of the ASME Boiler and Pressure Code, Section XI, Division 1, Subsection IWL, 2001 Edition, 2003 Addenda as required and modified by NRC, Code of Federal Regulation, Title 10, Part 50, Section 55a, "Codes and Standards,"(10CFR50.55a-1999). This inspection satisfies the requirements of the above code, as outlined in CEP-CII-004, Rev. 307, "General and Detailed Visual Examinations of Concrete Containments" and in:SEP-ISI-IP3-001, "IP3 Fourth Ten-Year Interval Inservice Inspection (ISi)/ Containment Inservice Inspection (CII) Program Plan," References 7.2.1, 7.4.6, and 7.3.4, respectively. 2.0

Background

The Indian Point Unit 3 Nuclear Rower Plant, located in Buchanan, New/York is operated by Entergy Nuclear Northeast, and was formerly owned by the New York Power Authority. The Indian Point Unit 3 Nuclear Power Plant is a 1025(plus)-Megawatt. electric, Westinghouse design, four-loop pressurized water reactor that was placed into commercial operation on August 30, 1976. The containment structure is a reinforced concrete vertical cylinder with a flat base and a hemispherical dome. A welded steel liner is attached to the inside face of the concrete shell to ensure a high degree of leak tightness. The cylinder consists of a side wall measuring 148 feet from the basemat to the springline of the dome, and have an inside diameter of 135 feet. The sidewalls of the cylinder are 4' -6" thick, and the hemispherical* dome is 3'-6" thick. The structure is supported by a 9 ft. thick basemat, which rests directly on bedrock. The original design of the containment preceded the issuance of ASME Section III, Division 2. As a result, the reinforced concrete primary containment was designed and constructed to the requirements of the American Concrete Institute, Building Code Requirements for Reinforced Concrete, ACI 318-63.

I:PEO IP-~-15-00063 REV.O Pa e 4of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 3.0 Details 3.1 Qualification of Personnel All of the inspections were performed under the direction of the IWL Responsible Engineer (RE). The RE is the Civil/Structural Design Engineering Supervisor at IPEC and a New York State Registered Professional Engineer in accordance with IWL Procedure. The Responsible Engineer has know ledge of the Design and Construction Codes as well as other criterion used in IP3' s Containment. Responsible Engineer (RE) met or exceeded the following minimum qualifications:

  • Knowledgeable or trained in the design, evaluation and performance requirements of structures,
  • Degreed Civil/Structural Engineer,
  • 10 years minimum related experience with a post-graduate degree and registered PE license.

Inspection Engineers were members of the Civil/Structural group and met or exceeded the following minimum qualifications:

  • Knowledgeable or trained in the design, evaluation and performance requirements of structures,
  • Qualified to perform visual examination either directly or remotely, with adequate illumination, to detect evidence of degradation.

All inspections were performed by a Level II certified inspector with support from two degreed engineers from the IPEC Civil Structural group under the direction of the RE. These engineers are knowledgeable and trained in the design, evaluation and performance requirements of structures and qualified to perforni\\t[sual examination either directly or remotely, with adequate illumination, to detect evidence of degradation. The walk-down team noted the conditions of structures. Areas of specific interest were photographed where possible. 3.2 Qualification of Equipment During the containment inspection movable tripod binoculars were used in bright daylight and shade. Smaller hand held binoculars were used in some areas where direct access was not possible but the viewpoint was too close for the large tripod binoculars. Indoors, existing building lighting was augmented with hand held portable spotlights exceeding 100 foot-candle at 20 feet focused on the required area under examination. The portable lights were fully charged before each use and never operated longer than four hours straight. The acuity achieved met and exceeded the requirements of Section XI Table IW A-2210-1 for visual examinations and therefore were acceptable to be used for General Visual Containment inspections. The equipment used was able to detect fine cracks and determine details of the surface from all vantage points.

Li?'EO IP-RPT-15-00063 REV.O Pa e 5 of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 Equipment used: Celestron 20x80 Giant Binoculars, No. 990176 Bushnell 13-7016 Binoculars Stanley SL5HS flashlight Illurninance Meter DLM2, ID. No. IP3-M-0619-0003 Entergy Character Card ID: 2011-6028 Details of the demonstration of qualification of the above equipment can be found at the beginning of Attachment 8.2. 3.3 Accessible/Inaccessible Areas The inspections were performed directly inside buildings, which are adjacent to the Containment Building and from the exterior using remote visual inspections. The location of the observation points are listed on the inspection report forms for each component. The equipment used enabled the inspectors to see the majority of the containment building. The very top of the dome was not inspected during this inspection due to the extraordinary expenditures required for access. The entire top of the containment building dome was visible from the top of the IPl stack and from the containment dome via man basket and crane during the previous inspection. The sides and slope of the dome were visible from the lower ground locations. The only other portions that were inaccessible are the atta,chment points between buildings, buried sections, and the sections behind the plant vent. The results of the inspections did not find anything that would warrant exploration of the inaccessible areas. The inaccessible areas are identified on the ISi drawings ISI-IWL-001 and ISi-IWL-002. 3.4 Acceptance Standards The RE and inspectors found no indications that would require further detailed evaluations for accessible or inaccessible areas. 3.5 Method of Evaluation of Results The Responsible Engineer reviewed the inspection checklists/notes and assessed the current condition of the structures. All defects were evaluated for their effect on the structure based on the applicable ACI, AISC, ASME Section XI, and NY State Building Codes. References 7.3.2, 7.3.3, 7.3.5, 7.3.6, and 7.4.7 were used to evaluate any flaws, indications, or degradation.

,.I IP.EC IP-RPT-15-00063 REV.O Pa e 6of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 The condition of structures are classified into one of the following: Acceptable - Acceptable structures are capable of performing their structural functions, including protection or support of safety-related systems or components. Acceptable structures are free of degradation, which could lead to possible failure. Acceptable with Deficiencies - Structures that are acceptable with deficiencies are capable of performing their structural functions, including the protection or support of safety-related systems or components. The deficiencies (degradation) are acceptable, but need monitoring. Unacceptable - Unacceptable structures are those which are.degraded such that they are not capable of performing their structural functions, including the protection or support of safety-related systems or components. 4.0 Operating Experience The following are two examples of the Operating Experience throughout the industry, in regards to IWL Containment inspections: 4.1 OE12772 -North Anna Inspection of North Anna Containment Concrete Structures Identifies Embedded Wood Abstract: During a required visual inspection of the U-1 and U-2 containment structures, several pieces of wood were discovered embedded in the concrete. To date, three pieces of wood have been discovered from the external visual inspection of Unit 1, and one piece in Unit 2. The wood was most likely part of the forms used during the initial construction of the units. Based on an evaluation of the defects and the design of the containment structure, structural integrity of the cont~inment has not been compromised. 4.2 Event Number: 280-010730-1, Surry 1 Event Date: 7/30/2001, INPO Change Date 06/03/2002, Unit: 280, Surry 1 Event

Title:

Embedded Material in the Containment Structures Event Summary: During July and August, 2001, detailed inspection of both Surry Unit 1 and Unit 2 containment exterior concrete was conducted for the ASME Section XI, IWL. base

IP.EC IP-RPT-15-00063 REV.O Pa e 7 of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 line inspection. Augmented detailed inspections of the containment dome areas were conducted during refueling outages, Unit 1inNovember2001 and Unit 2 in April 2002. The purpose of the inspections was to verify that no significant degradation of the containment concrete had occurred and to recommend actions necessary to prevent further degradation. The earlier detailed inspections of the containment concrete exterior resulted in finding numerous small cavities resulting from entrapment of air bubbles in the surface of formed concrete during placement and consolidation and numerous hairline cracks typical of concrete vessels subjected to elevated internal pressure testing. Minor surface defects were identified for future repair. During the augmented inspections in the refueling outages, small sections of dimensional lumber, debris, and wood chips were extracted from the containment dome areas, and the areas were patched. Three findings resulted in exposing the underlying reinforcing steel. The first involved repair of a spalled area down to sound concrete when a stx inch long section of two by four lumber-was found to extend into the structure past the reinforcing steel. The second was a five foot by three foot area of concrete that was missing the mortar and contained only coarse aggregate that extended sixteen inches into the structure. The third area involved a single reinforcing bar found without sufficient concrete cover. Repairs were made during the augmented inspection. Each of these areas was evaluated and found not to have adversely affected the ability of the containment structures to perform their design function. The containment structures were generally found to be in good material condition. The interface between the containment structure and grade was inspected with no findings. The interface between adjacent building slabs and the containment structure was inspected with no findings. The interfaces with adjacent structures were inspected with no findings. Embedded material had been cast into the containment structures during original'plant construction. The slight depression of the wood below the adjacent concrete indicated that the wood was likely concealed below a thin layer of cement paste immediately following removal of the concrete formwork. Over time this thin layer of concrete has spalled off, leaving the wood exposed. This event is not significant because the containment structures for both units were capable of performing their design function. This event is NOTEWORTHY because three areas were found not to have sound exterior concret~ covering the reinforcing steel. During the baseline IWL inspection at Unit 3 Indian Point, a small piece of wood was found embedded in the concrete. The wood was immediately removed and found to be 3" deep, thus, any issue of containment integrity was resolved. 5.0 Summary of Results The exterior inspection of the Unit 3 Containment Building was recently completed to fulfill the first period of the second interval for IWL inspections. The intent of this inspection was to monitor previously found anomalies, and identify new signs of

LPEO IP-RPT-15-00063 REV.O Pa e 8of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 structural degradation that could potentially lead to the design functional failure of the Containment Building structure. Also, any findings requiring repairs shall have work orders and/or condition reports written as called for. - This inspection was completed as a general visual. When needed, optical enhancing equipment with zoom capabilities up to 80x were used. The inspection sheets, notes, and photos can be found in section 8.2. In some cases, photos do not show the same level of detail as was seen in the field due to lesser zoom capabilities by the camera in use. The previous inspection report, IP-RPT-09-00069, identified several anomalies that have been reviewed and examined in the current inspection to determine if any further degradation has occurred. For the most part, the previous findings have remained unchanged over the past cycle. Those findings that have further degraded, such as spall areas increasing, were evaluated and deemed acceptable. Although the dimensions of these spalls may have, in some instances, exceeded the screening criteria set by CEP-CII-004, the containment integrity is not in question. The remainder of the inspection findings show no signs of further degradation and only require further monitoring at the next scheduled inspection. During the 2015 IWL inspection, several general typical concrete conditions were identified throughout the structure. Multiple components, i.e. VCC-19, list these general comments such as minor cracks and pattern cracking, numerous bugholes, leaching, scaling, and spalling. The generalization of these comments indicate that the findings are note worthy only and will not impact the structural integrity of containment. At this time, none of these indications warrant specific monitoring, thus specific characterization is not required and the conditions will continue to be looked at in the broad sense. Cracks are included as general comments. Reinforced concrete, such as containment, is expected to crack and none of the cracks have any significant width (considered tight) or rust staining. A sample comparison of areas with multiple cracks was made using photos from past inspections and no changes were identified. Therefore, the cracking on containment is concluded to be inactive pending the next integrated leak rate test (ILRT). The majority of the structure has a large amount of bugholes that can be seen in all the exterior photos. The previous inspection identified several new locations of rust staining, exposed rebar and embedded metal items which show signs of rust staining in addition to those identified previously. The rust streaks, in some instances, extend down over five feet. The 2015 inspection did not identify any new locations. The major contributors to rust staining on the VC are the lightning arrestors, the vent duct, a steel cable hanging down from the handrail in a joint which was removed after the 2009 inspection, and the handrail itself. None of these major contributors are part of the scope of this inspection, and play no role in the design function of the VC. The findings of potential exposed rebar, miscellaneous embedded steel, and voids with rust staining are part of the scope,

IP-RPT-15-00063 REV.O A ~Entergy IPEO Pa e 9of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 but do not appear to be excessive. The exposed steel seems to be the result of improper concrete cover during initial construction. In September of 2009, a crane was used to coat the handrail,* vent duct, and lightning arrestors. At that time the opportunity was seized to coat a majority of the exposed metal embedments with evidence of corrosion, including rebar. Although the as-found conditions did not warrant immediate repairs, the coating application will prohibit future' corrosion. The locations coated are shown in the pages of section 8.2 in their respective components with before and after photos of most of the areas. Coating as a repair method was selected since future ILRTs could potentially cause any concrete patches to pop out re-exposing the steel. The coating used per work order 00196946, task 04, was a PPG Amerlock epoxy sealer and a PPG PSX 700 Engineered Siloxane Top Coat. In general the coated locations do not show any signs of continued degradation. This inspection, along with previous inspections, identified multiple 1" diameter pipe inserts in zones 4, 5, and 6. The pipes were filled with concrete and used in original construction as weep holes. The majority of these pipes can be found around the equipment hatch in zone 6. Many stick out from containment approximately 1 ". Others were cut flush and in many cases covered by concrete. In addition, multiple Y2" drop-in anchor sleeves were found in the same zones. The pipes and anchor sleeves had minimal to no visible corrosion. Leaching is visible over the majority of containment. Areas in close proximity to the spring line previously experienced the most leaching. As you move away from the spring line in either direction, the leaching stains significantly decrease. Based on the existing condition, leaching on containment is inactive. There are no current stalactites or stalagmites and all visible locations are stains only. Using a sample of comparative photos from 2009 and 2015, the leaching stains all appear to be the same. During the inspection of the pipe penetrations, some areas of concrete flaking around various pipe penetrations were found. The flaking has exposed aggregate, but the integrity of containment has not been compromised. This flaking occurred in zone 004 between El. 43' and 68'. Also, several joint spalls ranging from 3 to 4 feet long with exposed aggregate have been identified in zone 001 between EL 68' and 88'. These spalls are not exceptionally deep and would not impose an immediate threat to containment integrity. They appear to be from original construction and resemble a honeycombing condition. Additional degradation is not expected to appear before the next 5 year inspection. Two additional components were added to the inspection that were not covered previously. Elevation 43' to 68' of zones 5 and 6 were added as components VCC-06A and VCC-06B. There were no significant findings in these areas.

IPEO IP-RPT-15-00063 REV.O Pa e lOof 14 IP3 ASME Section XI, iwL Concrete Containment Inspection for 2015 6.0 Conclusion

  • The Containment Structure remains fully capable of performing its design functions.

The Concrete Containment is Acceptable with Degradation in accordance with ASME Section XI IWL. The IWL components and structures are capable of performing their structural functions, including protection or support of safety-related systems or components. The components and structures are free of degradation which could lead to possible failure. Indications identified will not deteriorate beyond an acceptable condition prior to the next scheduled inspection. The overall condition of containment has remained unchanged for the most part. Additional deficiencies identified during the lat~st inspection are primarily due to enhancements to the documentation of the inspection to improve proper characterization for future monitoring and trending. These deficiencies typically are below the screening criteria requirements and in the past were not documented for such reasons. 7.0 Reference Material 7.1 Definitions Containment: The composite structure that serves as a leak-tight barrier that supports the load of the inside pressure in the event of a reactor coolant or steam system leak and prevents the uncontrolled release of radioactivity to the environment under normal and postulated accident conditions. Accessible Areas: Those areas of the containment pressure retaining surface, including integral attachments, that can be examined directly or remotely without installation of temporary means (i.e.: scaffolding or ladder) to accomplish the examination. Inaccessible Areas: Those areas of the containment pressure retaining surface, including integral attachments that cannot be examined directly or remotely due to permanent obstruction (i.e.: Embedment in concrete, interference of plant equipment or structures). General Visual Examination: A visual examination performed either directly or remotely to assess the general condition of the accessible containment surfaces and to detect evidence of degradation that may affect structural integrity or leak tightness. Structural Integrity: The ability of a structure or component to withstand prescribed design loads. Evaluation: The process of determining the significance of examination or test results, including the comparison of examination or test results with applicable acceptance criteria or previous results.

~Entergy IP.EC IP-RPT-15-00063 REV.O Pa e 11 of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 Bugholes: Small regular or irregular cavities, usually not exceeding 25mm in diameter, resulting from entrapment of air bubbles in the surface of formed concrete during placement and consolidation. This condition is illustrated by ACI 201.lR Figure A.3.3. Corrosion: Disintegration or deterioration of concrete or reinforcement by electrolysis or by chemical attack. This condition is illustrated by photograph in ACI 20 l. lR-68 (see Figure A.2.16). Cracks: A complete or incomplete separation, of either concrete or ~sonry, into two or more parts produced by breaking or fracturing. The different types (e.g.: pattern, checking, hairline, D-cracking) of cracking are illustrated by photographs in ACI 201.lR-68 (see Figures A.l.la-h, A.l.2a-c, A.1.3, and A.1.5). Cracking of the concrete cover is a common mechanism for any concrete structure. This condition is normally a result of normal expansion and contraction, which occurs within the concrete due to variations in temperature and stress. Passive Cracks observed in the concrete cover are acceptable for continued service and do not warrant a review by the IWL Responsible Engineer. Passive. cracks are defined as those having an absence of growth (when compared to the baseline examination results) and absence of other degradation mechanisms at the crack (e.g.: bulging caused by corrosion buildup). Distortion: Any abnormal deformation of concrete from its original shape. This condition is illustrated by photograph in ACI 201. lR-68 (see Figure A.2.2). Distortion of the concrete structure would be a result of abnormal loading conditions (e.g.: earthquake, water hammer) and the damage would be primary concentrated in the concrete cover. However, internal structural degradation may be possible. Efflorescence (Leaching): A deposit of salts, usually white, formed on a surface, the substance having emerged from below the surface. This condition is illustrated by photograph in ACI 201. lR-68 (see Figure A.1.1.g). Efflorescence (also referred to as leaching) is caused by exposure of the concrete to flowing or penetrating water that results in the leaching of certain salts, including calcium hydroxide, from the concrete paste. This condition normally occurs at locations of high moisture penetration and flow, such as cracks. Popout: The breaking away of small portions of a concrete surface due to internal pressure which leaves a shallow, typical conical depression. This condition is illustrated by photographs in ACI 201.lR-68 (see Figures A.2.7, A.2.7.1, A.2.7.2, and A.2.7.3).

LPEO IP-RPT-15-00063 REV.O Pae 12of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 Scaling (including peeling): Local flaking or peeling away of the near surface portion of concrete or mortar. Scaling may be loss of coarse aggregate particles as well as mortar. -This-condition is illustrated by photographs in ACI 201. lR-68 (see Figures A.2.9.la & b, A.2.9.2a & b, A.2.9.3a & b, A.2.9.4a & b, and A.2.9.5a & b). Spall: A fragment, usually in the shape of a flake, detached from a larger mass by a blow, by the action of weather, by pressure, or by expansion within the large mass. A spall is normally a circular or oval depression or in some cases elongated depression over a reinforcing bar. This condition is illustrated by photographs in ACI 201. lR-68 (see Figures A.2.10.1, A.2.10.2, and A.2.11.a & b). 7.2

References:

Comniitment Documents 7.2.1 Code of Federal Regulations; Title 10, Energy; Part 50, Domestic Licensing of Production and Utilization Facilities; Section 50.55a, Codes and Standards 7.2.2 Code of Federal Regulations; Title 10, Energy; Part 50, Domestic Licensing of Production and Utilization Facilities; Appendix J, Primary Containment Leakage Testing for water-cooled Power Reactors 7.2.3 Regulatory Guide 1.147, Revision 12, Inservice Inspection Code Case Acceptability, ASME Section XI, Division 1 7.2.4 USNRC NUREG-1522, Assessment oflnservice Conditions of Safety-Related Nuclear Plant Structures 7.2.5 USNRC Inspection Manual, Inspection Procedure 62003, Inspection of. Steel and Concrete Containment Structures at Nuclear Power Plants 7.2. 6 USNRC IN 97-11, Cement Erosion From Containment Sub-foundations at Nuclear Power Plants 7.2.7 USNRC IN 97-29, Containment Inspection Rule 7.3

References:

Development Documents 7.3.1 ASME Boiler and Pressure Vessel Code, Section XI, Subsections IWE/IWL 2001 Edition, 2003 Addenda 7.3.2 ACI 201.lR-08, Guide for Making a Condition Survey of Concrete In-Service

LPEC IP-RPT-15-00063 REV.O Pa e 13of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 7.3.3 ACI 349.3R-02, Evaluation of Nuclear Safety-Related Concrete Structures 7.3.4 SEP-ISI-IP3-001, IP3 Fourth Ten-Year Interval lnservice Inspection (ISi)/ Containment ID.service Inspection (CII) Program Plan 7.3.5 IP3-CALC-VC-03244, Acceptable limit for VC concrete Inspection per ASME Section XI, IWL 7.3.6 Report on Consolidated Edison's IP3, Containment Vessel Structural Integrity for Wedco Corp., dated February 21, 1975 (NYPA file# 45-C-0347) 7.3.7 Final Containment Design Report by Westinghouse Corp., dated September 1970 (NYPA file# 41-E-0541) 7.3.8 IP3-RPT-STR-03517, Rev. 0, "IP3 ASME Section XI, IWL Concrete Containment Inspection," 7.3.9 IP-RPT-06-00013, Rev. 0, "IP3 ASME SECTION XI, IWL CONCRETE CONTAINMENT INSPECTION FOR 2005" 7.3.10 IP-RPT-09-00069, Rev. 0, "IP3 ASME SECTION XI, IWL CONCRETE CONTAINMENT INSPECTION FOR 2009" 7.4

References:

Interface Documents 7.4.1 IP3-RPT-VC-1901 "Basis Document for Containment Integrity 7.4.2 SEP-RR-IPC-001, Rev. 0, "ASME Code Section XI-Repair/Replacement Program" 7.4.3' IP-C-01 "Installation Procedure for ConGrete Repairs" 7.4.4 EN-DC-150 Rev. 10, "Condition Monitoring of Maintenance Rule Structures." 7.4.5 EN-DC-147, Rev. 6, "Engineering Reports" 7.4.6 CEP-CII-004, Rev. 307, "General and Detailed Visual Exarllinations of

  • Concrete Containments"

IPEO IP-RPT-15-00063 REV.O Pa e 14of14 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 7.4.7 Entergy Report IP3-RPT-VC-03071, Containment Inservice Inspection first ten year MC & CC program, 09110199-09109/09. 7.4.8 NYPA memo IP-DEM-95-139, from S. Guarnaccia to J. Janicki, resolution of PIDs 18440 through 18445 7.4.9 Entergy Report IP3-RPT-STR-03398, Revision 0, ASME Section XI, IWE MC and Metallic Liners of Class CC components inspection, approved 7/31/01 7.5

References:

Containment ISI Drawings 7.5.1 ISI-IWL-001 "Containment Concrete Roll-Out Drawing Elev. 34'-0" to 191 '-0" 7.5.2 ISI-rwL-002 "Containment Concrete Dome Plan, Above El. 191'-0" 7.5.3 ISI-IWL-003 "Containment General Arrangement." 8.0 Attachments.1 Figures and Drawings.2 Inspection Reports and Photos

Indian Point 3 Nuclear Power Plant ATTACHMENT 8.1 FIGURES AND DRAWINGS

D c 6 .A 8 ................. 13~ fll COC1G1 NII Clllllllllll am... ..... 111~ _o_ =.- ~CCllC'lll'l!f'U.MU. -..m-................. i~ I I : Pm1lll ='!.&r.~ ~r:.al"='W.., VZZll =~,~11Csfrl$. vor ~~~ ~ ' I I I ~ I I :... .------aa OltJOttA. l&SLe FClll DClt-IOOIS'i'OI s I b I :..,.. I Itilllfi POINT t.n. 3 NJ::lEM Ptwl PUfiT ~t~~~s~~RETE ELEV. 34 *-o* TO 191 *-o* 2 2 =:; tM 00 ~ 00 ~ (") ct. 0 = ~~ ~ ("".) 0 = (").., ~ ft ("".) 0 = .... = .... = a ~ = ~ = "CS ~ (") ct. 0 = S' N = tll ~ ~ ~ "'d ~ '"3 I..... tll I = = = ~ tM "'d = ~

< =

IPEC IP-RPT-15-00063 REV.O IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 u ([ I w I-WW ~>, ~ go 30::_ ~~!: ~~> ~~~ u . a I ~i IN 0 0 I. ~ 5;... h~

":,". ~- :. < IP.EC IP-RPT-15-00063 REV.O IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 I I 0 i R I I R I m ~ I ~ !i! ~ a: ii"'... 0 z ~! !!!al ii - !i! 't. ~~ J~ ii ~== "' SI

Indian Point 3 Nuclear Power Plant ATTACHMENT 8.2 INSPECTION REPORTS

IP-RPT-15-00063. IPJ ASME Section XI, IWL Con~rete Contninment Inspection for 2015 *** ,, ', AJTACHMENT7.f *, ' ', DEMONSTRATION OF REMOTE EXAMINATION METHOD, '$heet1of1. Plant: Indian Point Energy Center,... Unit 3 Date: October 14. 2015

  • EQUl,PMENf USED:..*.
  • cELESTRON20 x 80 GIANT BINOCULARS, No. 990176,
  • Entergy Character Carel ID: 2011 * &Q;U3.

DESCRIPTldN OF,bE~ONSTRATION: <The neutral gr~i card with 2 llne rnarkings of thickness o.o1 s" and o.03".ta. emulate.. * *..

  • , concrete cracks on one side and characters on the other side was held at a measured
  • .* distance of 300 feet from the Binoculars which were mounted on a lriQo~..
      • Weather Condition: Partly Sunn)i~ 60deQrees F

..

  • Results: Both Unes and all lettering ~011 the test card *were Cleany visible. *,.

. LIMITATIONS: .. None * . **Demonstrati~ri Performecl By: *

  • .*.. Slgna'lure: J. ~uch~

~. pemo=~:::~~ Responsible Engineer Review*.

    • .. **Signature: R. Drake ' **".... ""'"'£

~"******

  • Date: f.P /;.Jr/t b Date: P~8/UIJ6'.

-:iat1ality GsRtro~ Review: . NDE 'KEVld . _ _h _ / . Signature:. V. Dittric~~Date: --~'1>1-'/! &-1-1/t-.f. __ I I Authorized Nuclear Inspector {ANll) ReView: . Signature: A.Schiaffino~

  • 1P"'.RPT-1S-00063 REV.O

. IP3 ASMESecdonXI, IWL Concrete Contninment Inspection for 2015 ATTACHMENT7A <..

    • Sheet 1of1*

Plant: Indian Point Energy Center - Unit 3 .*. EQUIPNIENT lJSED: *... .Stanley SL5HS Light .DEMONSTRATION OF REMOTE EXAMINATION METf:rOD. Date: 11/17/2015 Luminance Meter DLM2, ID No. IP3"'.M-0619-0003 Calibration Due Date of 9/28/2016. '**~---------------------------------------- > D~SCRIPtlON OF DEMONSTRATION: .. Based on a~ expect~ viewin9*distance of 20 feet or less for the visual examinations to *.*. be performed inside the Aux Boiler Feed Pump Building. Pipe Pen. and Electrical Pen the demonstration proved a light intensity in excess of 150 ft-candle ( 17 4) was achieved at a .... distance of20 feet using the Luminance Meter. The acceptable luminance is 50 ft-candle.

  • at.20 feet The test.was conducted at the 5' elevation oftheU1 Turbine BuildlnQwith the.*

bac1<groul'.ld liQ~J~!19 at le!~.. !lan 1 ~.Q &wcantj!e.. LIMITATIONS: Flashlight must be charg~d evetYfour hours (use restricted to four hours *or les~). *_*.

  • Demonstration Performed Sy:

Signature: J. Ruch ~ . Demonstraticm Witnessed

  • Signature: R. Latortue...

Responsible Engineer Re

  • w:..

. *Signature: R.Drake..

  • NI>£.

Qt1ali~* CeRtrel Rev* Signature: V. Dittrich ~'f?i<<;/ Authorized Nuclear Inspector (ANll) Review: Signature: A. Schiaffino ~ . &6 Date: _'1.;.+j_z1....,A""'""; fo=------

IP-RPT-15-00063 REV. 0 ~Entergy Pa e 4 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 ATTACHMENT 7.1 DEMONSTRATION OF REMOTE EXAMINATION METHOD Sheet 1of1 Plant: Indian Point Energy Center - Unit 3 Date: August 9, 2016 EQUIPMENT USED: Bushnell 13-7016 Binoculars . Entergy Character Card ID: 2011-6028 DESCRIPTION OF DEMONSTRATION: . The neutral gray card with 2 line markings of thickne~s o.p15", and 0.03" to emulate . concrete cracks on one side and characters on the other side was held at a measured

  • distance of 100.feetfrom the.binoculars.
  • Weather Condition:.. Partly Sunny. 80 degrees F
  • Results: Both lines and an lettering on the test card were, clearly visib_I~.

LIMITATIONS: None. Demonstration Performed By; Signature: J. Skonieczny ll;b'f ~ t(J-L-.::. :> ...-OS Date: °f-'Z./-l ?. Demonstration Witnessed By: Signature: C. Dolansk 1/i 1 ate: _ _,_~,,_/-=~:..J,./ 1 l_,_",,;;;..'./:; __ Signature: ~R~. D~ra=k=e~~~~~c.=..;;.- Date: __ q~j...;;'Z __ c-1-),...1../...:..~--- r 7 NOE Inspector Review: Signature: V. Dittrich ~#~Date: _....;o-:.?..::.*2:.:..l*..:..l=t, ___ Authorized Nuclear Inspector (ANll) Review: Signature: A. Schiaffino~ Date: ___ qr.._tf.s.c:;&..1..luft_t:z:.--__ I

. IP~RPT;.iS-00063 * .\\ IP~ i\\SME Section XI, IWL Concrete. Containment Inspection for 20~5. . CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION

  • Plant: IPEC - Unit 3 Interval Period: 2"d/1 51 lnsoection *Inspection Report No.: IP3-1 s.;1wL-001 Component.No: vcC-01 Zone No: 001..

Drawing No.: ISl-IWL-001

== Description:==

  • El. 34' - El. 43' Work Order No:

52493146

Equipment Used: None Limitations:. Accessible areas onlv *...
  • Recording* CC)ndition RI NRI NI N/A

.* **comments* Leaching or chemical attack

  • 0 L8J D

0 1,3 Abrasion or eroSion degradatio11 Q 0 r.81 D . Pop outs and voids 0 L8J D D 3 Scaling D 181 *o D 1 Spalls D D 181 D C~rros!on staining on concrete surfaces o* D f2] D Cracks D 181 D D 1,2,3 Exposed reinforcing Steel D 0 [8J D Deteriorating of CQncrete coatirig. if applicable

  • D D

D 181 ExceSsive corrosion of the* exposed embedded metal 0 D 181 D surfaces Detached embedmEaf1t or loose bolts D D 121 D Other (bugholes, honeyeomb) D ~ D D 1,3 . \\l'I01e::~Ke1cnes or p1~1ures mj,°;J1Jll1~ 10e1amy1nspecuon areas an~ 1~a~1ons.1.. 'J_ ~** Examined By: J. Ruch/ Date: '1As-h'1 Examined By: R. Latortue - atetJJ/tg/la Print/Si~ature/Level PrinVSlgnature/Level

  • R~ponsible Engineer Review:

I Yes 121 No D (OetailedVT-1 Examl(latlon RequiredAttachment7;3)

  • Acc..,ptable:

Comments:_.:.;=:::.:i.::~::.:.:.:!:..:.::.:.:..1..==.......,:.:.=~"""'"""""'-.......,..__ __________ ___

REV.O .. *. * * *. IP3 ASME Secti~n XI, lwL (;oncrete Containment Inspection for 1015 FORMVT-3C ... CONTAINMENT INSERVICE INSPECTION

  • RECORD OF vr - 3 /GENERAL VISUAL EXAMINATION

. _/ STATION/UNIT:.. IPECf Indian Point No. 3 COMPONENT NO. : _____ vc __ c __ -_0 __ 1 ____ _ ZONE No: 001 No *.. Comment Initial~ / ..

  • 1'[umerous bugholes, minor v~ical and jofot cracks, leaching, scaling, and spalling. *These are general conditions noted on containment that have NO impact to the ~ctural integrity ~d fall below the*

I .** requirement for thorough charactcriz.at.ion of indications for future monitoring. However, this condition was noted prior and continues to be note worthy onlv. 2 Vertical crack to.th~ rignt of middle of the zo~e bel\\\\feen the joints at El. 33' and EL 48'. It

  • in.the left middle panel there is a horizontal crack with some small voiding, honeycomb.and ¢ 3

minor ieaching between El. 40' and 43'. See photo Zl-01. I l .I

  • Entergy IPEC IP-RPT-15-00063 I

REV. O I Page 7 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-034-001 Photo Z1-01

lPJ AsME Section XI, IWL Concrete Contninment Inspection Ior lOtS. CONT,\\;INMENT l~E~VICE IN~PECTION RE~ORD OFVT '.'3/~ENERAL VISUAL EXAMINATION

  • Planfr IPEC-Unit 3. intervalPeriod: 2"d11st Inspection** Inspection Report No.: IP~15-IWL~001* *
  • Component No: V~C-02

. Z~ne No: 002 Drawing No.:. ISl-IWL-001. Descri!Jtion: *.

  • El. 34' ;.;.. El. 43' Work Order No:

52493146.*. Equipment Used: *.. **Stanley Sl5HS flashlight Limitations: Accessible areas only *.. Rec:ord.ing Condition ** 'RI NRI NI NIA comments.. Lef!Chil'.19 or chemi~al attack o** D IZJ D Abras!oi:i or* erosion degradation... D D 181 D Pop outs and voids ** D IZJ.o D 3 Scaling D D IZJ D Spalls.. ** D o* IZJ D Corrosion* staining on concrete surfaces

  • o D IZJ D

Cracks*..

  • D D

181 D Exposed reinforcing steel* l D D [8J D Deteriorating of concrete coating, if ~ppllcable .D (81 D D 2 Excessive corrosion. of the exposed embedded metal surfaces

  • D D

[8J D Detached embedment or loose bolts D D 12$1 D Other* o* l8J D D 1 . \\Note: ;;il\\eu.;nes or p1c*ures may oe auacnea 10 c1amy 1nspecuon areas anc 1ocauons.J Responsible Engineer Review: ** Acceptable: Yes l8J No [](Detailed vr-1 Examination Requir.ed Attachment 7.3) Comments: Vantage point: Inside AFWB Date: 111' /J' ~~,.,........~,--~.~~~-- Date:_._q~k--'Z1'-"-b_...1 b _____ _ . J

li>-RPT-15-00()63 .. JP3 ASME* Section XI, IWL Concrete Containment lnspe~tion for 20IS FORMVT..;3C

  • ** CONiAINMENT INSERVICE INSPECTION RECORD OF VT-3 /GENERAL VISUAL EXAMINATION
  • STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. :..... *......... _.....;V'-WC_,C._-_,0.__2...._ __

.. ZONE No: * *. 002

  • No.

Comment l~itials i * (;qatingpeeling and flaking on SOl1t1t end. ~-- Paintedtvan; mat*is visible as is the foundation p,.*. 3 Two shallow popouts at south end -.... I "xi,.x 1" deep~ See photos Z2-0l and Zl-02. Jll**

  • Entetgy IPEC IP-RPT-15-00063 I

REV.O I Page 10 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-034-002 Photo Z2-01 2015 Photo IWL-034-002 Photo Z2-02

le IPEO IP-RPT-15-00063 I REV.O ~Entergy I Pa!!el I or 17'1 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC -- Unit 3 Interval Period: 2ndl1'1 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-03 Zone No: -'0=0;..:..1 __

== Description:== 

--'E=I.:.... 4.:.:3:..' _---=E"'-'l.-=6:.:8_' -------

Drawing No.: ISl-lWL-001 Work Order No: 52493146 Equipment Used: None Limitations: Accessible areas only Recording Condition RI NRI NI NIA Leaching or chemical attack D 181 D D Abrasion or erosion degradation D D 181 D Pop outs and voids D D 181 D Scaling D 181 D 0 Spalls D 181 D D Corrosion staining on concrete surfaces D D 181 D Cracks D 181 D D Exposed reinforcing steel D D 181 D Deteriorating of concrete coating, If applicable D D D 181 Excessive corrosion of the exposed embedded metal 181 D D D surfaces Detached embedment or loose bolts D D 181 0 Other D 181 D D Comments 1 2,4 1 1,3 1 3 1 \\Nt11e: ::s11e1....,es or p1c1ures may De a~ 10 cianry inspecuon areas anc 1ocauons.J / Examined By: J. Ruch/ Date: (,.,};.$-ft(, Examined By: R. Latortue~~ate:l2li.J&/l PrinUSig~/Level ()//, Print/Signature/Level Responsible Engineer Review: Acceptable: Yes 181 No 0 (Detailed VT~1 Examination Required Attachment 7.3)

e I:i?EO IP-RPT-15-00063 I REV.O -::::::-Entergy I Page 12 of 174 IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 FORM VT-JC CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : _____ v __ c __ c_-__ o __ 3 __ ZONENo: 001 No. Comment Initials Numerous bugholes, minor vertical and joint cracks, leaching, scaling, and spalling. These l are general conditions noted on containment that have NO impact to the structural integrity ~ and fall below the requirement for thorough characterization of indications for future monitorin!l. However, this condition was noted prior and continues to be note worthy only. 2 Approximately 2" to 3" pop out at El. 48' no more than l" deep. See photo Zl-02. ~ Scaffold connection hole spalled exposing the steel plate backing with surface corrosion and ;/. 3 rust staining, approximately 6" x 8" with over 5' long rust stains (previously identified with no significant change). See photos Zl-03, Zl-OJA and Zl-OJB. 4 Small rectangular voids at regular intervals along top of 43

  • mat line. Likely left from jl(

scaffolding or fonnwork (not a degraded condition).

A IPEC IP-RPT-15-00063 I REV.O

  • ~Entergy I

Pa2e 13 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-043-001 Photo Zl-02

IPEO IP-RPT-15-00063 REV.O fl -- Entergy Pa e 14 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-043-001 Photo Zl-03 2009 Photo IWL-043-001 Photo Zl-03A

A E. IPEC IP-RPT-15-00063 I REV.O ~.ntergy I Page 15 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2001 Photo IWL-043-001 Photo Zl-03B

REV.O..***..... -IP-RPT-15-00063

      • ~ Ente;gy,

.---... -,P-3_,-A_S_.M_E_Sc ct-io_n_X_l_,I_WL ..... -.. -C-on-c-re_t_.e C--.on_t_lii-nm_e_n_t...,ln.... s..... pe_c_ti-on_ti_o_r-20_1_5 __.--t . *~, c_o_N.... T_AJ~N_M_ENT_ ..... 1 .... N.... se .... tt_v""'11c... e IN_s_P... Ec... r.... 1o_N_R_e..,.c_o __ RD_OF... VT_-_3_1G_e_N_J:R_A_L_V_1s_u_AL_*... E>c.* AM_,_1N..,A_T.... 10... N_ .. ~ Plant! IPEC ~Unit 3 Interval Period: 2nd/1 51 Inspection Inspection Report No~: IP3-15-IWL-001.-. Component ~o:. VCC-04

  • Zori~ ~o:.... 0=0=2 __ _,

Drawing No.: IS!-IWL-001 Work Order No:_.. 52493146 ""'* Limitations: Accessible areas only_ De5cript1on: _....,E=li-.. 4..:..;3::;.,.'_---=E=l*:...:e=a.... *_*.,..._ ____ Equipment Used: Stanley SL5HS flashlight Recording Condition NI RI

  • N~.1 N/A Comments*.

Leaching or chemical.attack D 181 D D 1....*.. Abrasion or erosion degradation D D [8J D Pop Quts and voids D o [8J D Scali.nQ 0 O_ [8J O.**_* '.. /. Spalls D D [8J D Corrosion staining on concrete surfaces D D [8J D r:*; Cracks. D [8J D o***_ 1 Exposed reinforcing steel D D [8J D Deteriorating of concrete coating, if applicable [8J D D D 2 -**. E><cesslve corrosion of the exposed embedded meta! D D [8J D . surfaces Detached embedment or loose bolts D D [8J D Other D [8J D D 1,3 lN01e; ;;,~etCneS Or p1cwres may D~Cui= 10 Cl8"1y 1nspecuon areas an< IOcaOOOS.J . n t"L" & Examined By: J. Ruch t M Date: tf/zltb Examined By: J. Skoniecznv ~~. ate:'}' ~ . **

  • Print/Si§'nature/Level f?rint/SignctJire/Leve!.

Res*ponsible Engineer Review: Acceptable: '~Yes 181 ' No D (Detailed vr-1 Examination Required Attachment 7.3) Date: _ ___,,.91..... t._/1"""-* __ Date:_~...,_[t1___,/.....,.tb=-.*. __

1..

                            • .. _.>> **.*****.*.* *..*. ********:~ti~lVI. vr~

.. ;c.* *.. QONTAINMEf\\ITJNSl:RVICJ;*INSPE:QTION RECORD OF VJ~3/GENERALVISUALEXAMINATION COMPONENT NO *. :...,...._..........

    • ...... *...... v.... c....

c..,.* -...;:0;....:.4..,..**-------

..:J:PEQ IP-RPT-15-00063

  • - Eqtetgy: *.__.__,__ __.._ ____ __.... __. *-**...,* _P_a._e_1s_or_1_14 ___ -.
  • .*.* jp3 ASME Sec ti.on XI, lWL Concrete Containment Inspection for 2015 C0Ni"~1NMENT INSERVICE INSPECTION RECORD oF.VT*3/GENERAL Vasu~ Ex~INATJO"' *

.. *Plantf.lPEC*-U~it.3 * ***. lntenlalPeriod: 2nd11st Inspection ****Inspection Report No.:**IP3~15-IWL-001** Compcment No: VCC-05

  • Zone No: _0._.0,...3 __ _

.Description:...._-'E=I;:..,. 4...:,.:3.,_'_-_..E..... l._,6;,;:;8_' -----,-. __ _ Drawing No.:. ISl-IWL-001 Work Order No: 524~3146

  • *
  • Equipf1le~t Used: ** Stanley SLSHS flashlight Limitations: Accessible areas only
  • *.. ~ Recording Condition RI NRI NI N/A comme~ts**...
  • Leaching or chEnnical attack D

181 D D 1 Ab~aslon or erosion degradation D D 181 D Pop outs and voids D D 181 D

  • s<?31ing..

/ 0 D l8l 0 Spalls D D 181 D Corrosion staini~g on coficrete surfaces D l8l D 0 2 *.. *.*

  • Cracks D

l8l D D 3,4 Exposed reinforcing steel D D (8J D Deteriorating of concrete coating, if applicable D D D 181 Excessive corrosion of the exposed embedded metal D D 181 D surfaces Detached embedment or loose bolts D D 181 *o Other D D l8l 0 . {Note:.:>l\\e11;;11es or* psctures may o~ Examined By: J. RuC!h I~ r1eu io c1amy 1ns1J=Uon areas anc 1ocauons.1 .....d **** .. Date: o/1 /tr,,, Examined By: J. Skoniecznv a iJ I

b.ate
q PrinUSi§"nature/Level PrinVSignat(u;e/Level Responsible Engrneer Review:

A~~ptabte: Yes IZI No D (Detailed VT-1 Examination Required Attachment 7.3) . Comm*nts:. Vantage point: Inside Upper Electrical Pen Tunnel. Date: ¢'/.

  • Date: q/zz/llo *
);
? *

/ : . FQRMVT-.~~*.*** ... < ** \\ \\' > CONTAINMENT INSERVICE INSPECTION* < >>.. <RECORDQF,vf ~ 3 /GENERALVISUAL ExAMINATlON COMPONENT NO.. :_ Comment Yl~ible rustspot~ ~lth stainill~behi~d penetmtionsH37,H47, and H49. Staining is from .a!>pv~ (no~ ftoin pe11,etmtions) an~ does not appear active .. 14* c~~~~ng wiilt 'i11ac~iye 1eaqhing ;: mfoor with no significant i;tack width.. In area of f172,.. H73 and ~74. 1'[oincreas"* See p~otos za~o1, Z3-02 nnd Z3~02A.

  • ~***

A IPEC IP-RPT-15-00063 I REV. O ~Entergy I Page 20 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-043-003 Photo Z3-01 2015 Photo IWL-043-003 Photo Z3-02

LPEO IP-RPT-15-00063 I REV.O --Entergy I Page 21 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-043-003 Photo Z3-02A

IPEO IP-JlPT-IS..00063 I REV.O e Bntergy I Pa!!c,.\\.l of I 7 I/ IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL ExAMINATION Plant: IPEC - Unit 3 Interval Period: 2nd11s11nspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-06 Zone No: --'0=0~4 __

== Description:== _.-E=I..:.... 4..:..:3~' ---=E=I...::.6.,.,.8' ______ _ Drawing No.: ISl-IWL-001 Work Order No: 52493146 Equipment Used: Stanley SL5HS flashlight Limitations: Accessible areas only Recording Condition RI NRI NI N/A Comments Leaching or chemical attack D 181 D 0 6 Abrasion or erosion degradation D 0 181 0 Pop outs and voids D 0 181 0 Scaling D D 181 0 Spalls D 181 D D 2,4,5,7 Corrosion staining on concrete surfaces D D 181 D Cracks D 181 D D 1,8,9 Exposed reinforcing steel D D 181 D Deteriorating of concrete coating, if applicable D 181 D D 3 Excessive corrosion of the exposed embedded metal D D 181 D surf aces Detached embedment or loose bolts D D 181 D Other (bugholes) D 181 D D 3 \\NOie: ~Ketcnes or pictures may oe ~ to c1an1y 1nspecuon areas ana 1ocauons.} ~ Examined By: J. Ruch I Date: '7,4.(tf, Examined By: R. Latortue rf.. Date: Print/Sig~e/Level Print/Signature/Level Responsible Engineer Review: Acceptable: Yes 181 No D (Detailed VT-1 Examination Required Attachment 7.3) Oate: __ j,,_t/....,,1,_,,b'""----- Oate:_--;q ~-b!--;h ...... Jb_,___ __ r'

A ~ Entergy IP.EC IP-RPT-15-00063 I REV.O I Page 23 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORM VT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ ........:.V=C=C_-~0=6 __ ZONENo: 004 No. Comment 11 *** - t Minor cracking, less than 1132" wide, and discoloration. jfl Spalling, 6"x4"x3" deep, with exposed aggregate at top and bottom of pipe penetration Le. 2 Same as previous inspection. Appears to be intentional removal due to interference. ~ See photos Z4-01 and Z4-01A. 3 General bugholes and coating cracking, t1aking, peeling visible from Pipe Penetration Area. 1l-4 Spalling, 4" x 4", with exposed aggregate around pipe penetration J is the same as previous ft inspection. See photo Z4-02. 5 Spalling, approximately 1" out from penetrations PP (180 degrees), Y (180 degrees), and Rf{, RR (270 degrees). Same as previous inspection. See photos Z4-03, Z4-04 and Z4-05. 6 Localized efflorescent staining throughout the Pipe Penetration Area. ~ 1 Rough grout around pipe penetration SS fJ(, 8 Minor hairline cracking in repaired area around pipe penetration DD. See photo Z4-06.

jlt, 9

In Mezzanine cracking <l/16" wide. See photo Z4-07. ~

  • Entergy IPEC lP-RPT-15-00063 I

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A IPEC IP-RPT-15-00063 I REV.O ~Entergy I Pae:e 25 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-043-004 Photo Z4-02 2009 Photo IWL-043-004 Photo Z4-03

A ~Entergy IPEO IP-RPT-15-00063 REV.O Pa e 26 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-043-004 Photo Z4-04 2009 Photo IWL-043-004 Photo Z4-05

A IPEO IP-RPT-15-00063 I REV.O ~Entergy I Page 27 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-043-004 Photo Z4-06 2015 Photo IWL-043-004 Photo Z4-07

A IPEO JP-RPT-IS.00063 I REV.O ~Entergy I P1t1?c~Yof I 7 'I IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OFVT-3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2m1/1 51 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: YCC-06A Zone No: _00=-=5..__~-

== Description:== __ E=I...... ~43 .... '_-....;;E=l.._.6..,.8._' ------- Drawing No.: ISl-IWL-001 Work Order No: 52493146 Equipment Used: None Limitations: Accessible areas only Recording Condition RI NRI NI NIA Leaching or chemical attack D 0 181 D Abrasion or erosion degradation D D 181 D Pop outs and voids D D 181 D Scaling D D 181 D Spalls D D l8l D Corrosion staining on concrete surfaces D l8l D D Cracks D D l8l D Exposed reinforcing steel D 181 l8l D Deteriorating of concrete coating, if applicable D D 181 0 Excessive corrosion of the exposed embedded metal D 0 C8J D surfaces Detached embedment or loose bolts 0 D 181 D Other (discoloroation) D 181 D D tNOte: >>"e1cnes or pictures may oe anacnea 10 c1amy tnspecuon areas ana 1ocauons.1 Responsible Engineer Review: Comments 1 2 3 Acceptable: Yes 181 No D (Detailed VT-1 Examination Required Attachment 7.3)

~ -=-Entergy IPEO IP-RPT-15-tl0063 I REV.O I Page 29 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: lPEC /Indian Point No. 3 COMPONENT NO. : _____ v.o:oc..-c_-....;;o=6A;...:..-__ ZONENo: 005 No. Comment Initials I Minor rust staining along bottom 3' of section j'I<. 2 Below hatch at approx. El. 48' there are two 2" long exposed misc. steel 3 '-6" apart. J( See photo ZS-01. 3 Discoloration/wet area S'xS' between El. 48' and 53'. See photo ZS-02. p(

IPEO IP-RPT-15-00063 REV.O Pa e 30 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-043-005 Photo Z5-0l 2015 Photo IWL-043-005 Photo Z5-02

~ IPEO IP-RPT-IS-00063 I REV.O ~Entergy I Paeell of f 7 'I IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3 Interval Period: 2nd/l51 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-060 Zone No: _O~Ow6...___~

== Description:== _ _,E=I.:..... 4..:.;:3,,_' ---=E=l...;::6=8' ______ Drawing No.: ISl-IWL-001 Work Order No: 52493146 Equipment Used; None Limitations: Accessible areas only Recording Condition RI NRI NI NIA Leaching or chemical attack D D r8I D Abrasion or erosion degradation D D r8I D Pop outs and voids D D r8I D Scaling D 0 r8I D Sp alls D D r8I D Corrosion staining on concrete surfaces 0 D r8I D Cracks D D r8I D Exposed reinforcing steel D D r8I D Deteriorating of concrete coating, if applicable 0 D D r8I Excessive corrosion of the exposed embedded metal 0 D r8I D surfaces Detached embedment or loose bolls 0 0 181 D Other (Rusting nails) 0 181 D D Comments 1 1r101e: ;:i~etcnes or pictures may oe, ~ea 10 etanry 1nspecoon areas anc 1ocauons.J '~ Examined By: J. Ruch I /J./i Date:~ Examined By: R. Latortue Zr:iate:Pti/,, Print/Signature/Level PrinVSlgnature/Level Responsible Engineer Review: Acceptable: Yes r8I No D (Detailed VT-1 Examination Required Attachment 7.3)

~ -=-Entergy LP.BO IP-RPT-15-00063 I REV.O I Pnee 32 of 174 IPJ ASME Section XI, IWL Concrete Containment Inspection ror 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : _____ v __ c __ c_-..... o.... a __ a __ _ ZONENo: 006 No. Comment Initials 1 Rusted nails protruding just below EL 68' near the right side of the zone. See photo Z6-01.

e IPEC IP-RPT-15-00063 I REV.O -=-Entergy I Page 33 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-043-006 Photo Z6-01

IPEO IP-RYf-15-00063 I REV.O ~Entergy I Pae.c3'1 of I 7IJ IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3 Interval Period: 2ndf151 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-07 Zone No: _.0...,0.... 1 __

== Description:== 

--~E=l~

. ss~*--_e_1._s~s~*~~~-------- Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surf aces Cracks Exposed reinf orclng steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other (bugholes, discoloration) Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only RI NRI NI N/A Comments D 181 D D 1 D D t81 D D D t81 D D t81 0 D 1,2 D t81 D D 1,2,3 D D 181 0 D 181 D 0 1,4 D D t81 D D D D 181 D D 181 0 D D 181 D D r8l 0 D 1,4 1r.101e: ::>Ke1cnes or p1c1ures may oe w to e1an1y lnspecuon areas an~ 1ocauons.) Examined By: J. Ruch I /),{.; Date: ~Examined By: R, L.atortue/~ate:~/ Print/Signature/level Print/Signature/Level Responsible Engineer Review: Acceptable: Yes r8l No D (Detailed VT-1 Examination Required Attachment 7.3)

a ~ Entergy LP.EC IP-RPT-15-00063 I REV.O I Pa~e 35 or 174 JPJ ASME Section XI, IWL Concrete Containment Inspection for 1015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : _____ v __ c __ c_-...;o;.;...7 __ _ ZONENo: 001 No. Comment Initials 1 Numerous bugholes, minor vertical and joint cracks, leaching, scaling, and spalling - all ~ minor and previously identified. 2 Horizontal and vertical joint intersection with spalling exposing aggregate and scaling. ~ (previously identified) 3 Numerous areas of 3-4 ft long joint spalls with exposed aggregate. (previously identified) ~ 4 Minor discoloration (blue coloring) near right side of the zone with some cracking. Between fo( El. 73' and 78'. See Photo Zl-04.

A IPEC IP-RPT-15-00063 I REV.O ~ Entergy I Page 36 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-001 Photo Zl-04

.e IPEO IP-RPT-15-00063 I REV.O -=-Entergy I Pa2e 37 of 174 IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT -3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2"d/1 51 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-08 ZoneNo: _0~0~2 ____ __

== Description:== 

--=El::... =68=-'--_,E=I..:... 8=8"'"'-------

Equipment Used: Stanley SL5HS flashlight Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other (bug holes) Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas onlv RI NRI NI NIA Comments D l8I D D 1 D D 181 D D D l8I D D D l8I D D l8I D 0 1 0 D l8I D D l8I D D 1,2 D D l8I D D l8I D D 4 l8J D D D 3 D D l8I D D l8I D D 1 \\N01e: ~1teccnes or p1ccures may oe auai;;neu 10 e1anry inspecuon areas arn: 1ocauons.J Responsible Engineer Review: Acceptable: Yes 181 No 0 (Detailed VT*1 Examination Required Attachment 7.3) Comments: Vantage point: Inside AFWB ...:..=.::.;::;.:...::;.:.;='--"'=:z;;.-::;....:;...L,:.__...._~.___..- Date:*--"4L...:;,~~Ut...._ __ ANU Review: Allan Schiaffino/ Print/Signature Date:_q~h_t-1:....r..)__.lle __ I

A ~ Entergy IPEO IP-RPT-15-00063 I REV.O I Page 38 of 174 IP3 ASME Section XI, IWL Concrete Contninment Inspection for 2015 FORMV1-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ --::V-=C=C;,,_-....::0=8 __ _ ZONENo: 002 No. Comment Initials I Numerous bugholcs, 11.."<lching and vertical cracking-all minor and previously identiti1.'tl ~ 2 Large pattern cracking and joint cracking, less than 1/16" wide (previously identified). See IL photos Z2-03. Z2-03A and Z2-03B. 3 Exposed embedded plate, 2" diameter with a 3" diameter spall, with rust staining. Has been P-coated over since last inspection. See photos Z2-04, Z2-04A and Z2-04B. 4 Coating peeling and flaking. ¢

A IPEO IP-RPT-15-00063 I REV.O ~ Entergy l Paf!e 39 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-002 Photo Z2-03 2009 Photo IWL-068-002 Photo Z2-03A

IPEC IP-RPT-15-00063 REV.O Pa e 40 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2005 Photo IWL-068-002 Photo Z2-03B 2015 Photo IWL-068-002 Photo Z2-04

A IPEO IP-RPT-15-00063 I REV.O

  • ~Entergy I

Pa!!e 41 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 .21.2009 2001 Photo IWL-068-002 Photo Z2-04B

£PEO IP-RPT-15-00063 REV.O Pa e 42 of 174 IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL.EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2"d/1st Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-09 ZoneNo: --..00~3---~ Drawing No.: ISl~IWL-001

== Description:== 

---=E....
1...... 6 __

8'_-_E=I __. __ as....

  • ______ _

Work Order No: 52493146 Equipment Used: Celestron Giant 20x80 Binoculars . Limitations: Accessible areas only Recording Condition Rt NRI NI NIA Comments Leaching or chemical attack D 181 D D 1 Abrasion or erosion degradation D D 181 D Pop outs and voids D 181 D D 2,4 Scaling D D 181 D Spalls D 181 D D 1 Corrosion staining on concrete surfaces D 181 D D 2 Cracks D 181 D D 1,5 Exposed reinforcing steel 181 D 0 D 2 Deteriorating of concrete coating, if applicable 0 D D 181 Excessive corrosion of the exposed embedded metal D 0 181 D surfaces Detached embedment or loose bolts D 0 181 0 Other (bugholes, exposed aggregate) D 181 D D 1,3 (Note: -=>Ketcnes or p1cwres may oe attacneo to c1anry mspecoon areas anc 1ocauons.1 Examined By: J. Ruch I i'f!;1t Date: <tMt. Examined By: J. Skonieczn~Ate: 'I-~ -I~ PrinUSignature/Level PrlnUSign re/Lefel Responsible Engineer Review: Acceptable: Yes 181 No 0 (Detailed VT-1 Examination Required Attachment 7.3) Comments: Vantage point: Control Building roof

s:::=: -=-Entergy LPEO IP-RPT-15-00063 I REV.O I Pnge 43 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ ___;v...:c...:c_-...;:o=g--- ZONENo: 003 No. Comment Initials l Numerous bugholcs. leaching, spnlling and cracking-all minor and previously identified. fl( Two l" diameter pop outs with exposed rebar and minor rust staining located at El. 80' have ~ 2 been coated. An additional indication is visible to the right. See photos ZJ-03 and Z3-03A. 3 Two areas of exposed aggregate, 12" x 4" and 12" x 6", visible from Electrical TuMel roof. fl1_ See photos Z3-04 and Z3-0S. Void from wood removal during 200 l inspection, 2" x l" x 3" deep, and a piece of exposed ~ 4 metal, 2" x I", with surface corrosion and staining, immediately adjacent. At El. 73 *. Area has been coaled but void is still visible. See photos Z3-06, Z3-06A and Z3-06B. 5 Area of cracking between approximately El. 73' and El. 78 '. See photo Z3-07. ff

e IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Page 44 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-003 Photo Z3-03 2009 Photo IWL-068-003 Photo Z3-03A

a IPEO IP-RPT-15-00063 I REV.O -=-Entergy I Page 45 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-068-003 Photo Z3-04 2009 Photo IWL-068-003 Photo Z3-05 /

IPEO IP-RPT-15-00063 REV.O Pa e 46 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-003 Photo Z3-06 2009 Photo IWL-068-003 Photo Z3-06A

A IPEO IP-RPT-15-00063 I REV.O ~ _Entergy I Pa2e 47 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2001 Photo IWL-068-003 Photo Z3-06B 2015 Photo IWL-068-003 Photo Z3-07

e I:IP.EO IP-R.PT-15-00063 I REV.O -=-Entergy I Pnl!e 48 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAI. VISUAi. ExAMINATION Plant: IPEC-Unit 3 Interval Period: 2nc111st Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-1 O Zone No: _0~0~4...._ __

== Description:== E:I:..:.. *.:,;68=-'--_,E=I'-'. a=-=a~*------- Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other (bugholes, drop-in anchor sleeves) Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only RI NRI NI NIA Comments D l8'J D 0 1 D D l8'J 0 D l8'J D 0 3,4 D l8'J D 0 1 0 l8I D D 1 D l8I D D 3 D l8I D D 1,2 D D 181 D D D D [8J D D l8I D D D l8I D 0 181 0 0 1,5 (Note: ~e11.011es or pictures may De anacnea 10 cianry mspecuon areas anc 1oca11ons.J Examined By: J. Ruch I~~ Date: 'fb ltt Examined By: J. Skoniecznvdl. li...*ril. ~Date: 9 Print/SI nature/level Print/Si naK:lfe/Level ~ g 9 Responsible Engineer Review: Acceptable: Yes 181 No 0 (Detailed Vf-1 Examination Required Attachment 7.3) Comments: Vantage point: Control Building roof and area between FH and VC Date:_j.-0""""1r,~1 t_,_,l C."'---- Date:_C/"'4-{z_7-1-/1-=b--- I

A -;;::::-Entergy IPEO IP-llPT-15-00063 I REV.O I Paize 49 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORM VT-JC CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : VCC - 10

~-

ZONENo: 004 No. Comment Initials l Minor cracks, scaling nod spoiling, leaching, discoloration, bugholes - all minor nnd nil previously 1fl. identified. 2 Large pattern cracking over 5' x 5' area (previously identified). f>;( 3 1-112" dia. pop-out with rust staining, visible between Fan House and Containment. ~ Located at El. 88' at left side of area next to FH wall. See photos ZJ..08 and Z3-08A. 4 2" dia. pop-out exposing steel with surface corrosion, visible between Fan House and ~ Containment. See photos ZJ-09 and Z3-09A. s Seven l/z diameter drop-in anchor sleeves with no evidence of corrosion, visible between pf( Fan House and Containment

a IPEC IP-RPT

  • 15-00063 I

REV.O ~ Entergy I Page 50 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-004 Photo Z4-08 2009 Photo IWL-068-004 Photo Z4-08A

A IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Pa2e 51 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-004 Photo Z4-09 2009 Photo IWL-068-004 Photo Z4-09A

IP-RPT45-00063. REV. o Pa e 52 of 174

  • IP3 A.SME s*ection XI, IWL Concrete Containment Inspection for 2015 CONTAINl'JIENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL E~INATION Plant: HIPEC - Unit 3 *.

Interval Period: 2nd/1 61 Inspection Inspection Report No.: IP3*15-IWL-001. ** Component No: VCC*11 : Zone No:...... o .... o=s __ DescriJti~n: ____ El.... s ... a ..... **_-,..;;E=l..... 8'""8-*' _ 1 Drawing No.:. ISl-lWL.;.OQ1 Work Order No: 52493146

  • Equipment Used:

None . Limitations: Not accessible. Located behind FSB Recc>rding Condition.* RI NRI NI NIA ./.. Comments.** Leaching. or chemical attack D D l8J D Abrasionor erosion degradation

  • D D

l8J D Pop ou~~ and voids D D [8'J D Scaling,

  • D.o

[8'J D Spalls.

  • 0 D

[8'J D Corroslpn staining on concrete surfaces

.-' 0 D

[8'J D Cracks:..... D 0 [8'J D Exposed reinforcing steel D D rZJ D Deteriorating of concrete coating, if applicable D D D [8'J Excessive corrosion of the exposed embedded metal D 0 rZJ D surfaces Detached embed1T1ent or loose bolts 0 0 rZJ D Other 0 D 18] D (Note: ::SKe1mes or pictures may u~ucu ro CJanry mspecoon areas am 1oca11ons.} Examined By: J. Ruch I Al~ Date: o/11/tr Examined By: J. Skoniecznv 1~~/l.:..i:1ate: ct/~ ---1. Print/Si§nature/Level Print/Signatl.rfe/Level .~ Re5porislble Engineer,Review: Acceptable:

  • Yes l8I No D (Detailed VT-1 Examination Required Attachment 7.3) *

~.' -*. Pa c 53 of 174 IPJ ASME Section XI, IWL Concrete Containment Inspection ror 2015 FORM VT.:... 3C . CONTAl.NMENT INSERVICE INSPECTION RECORD OFVT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC/ Indian Point No. 3 COMPONENT NO. : ____ v..::;;c..::;;c_-_,1_,_1_.__~ ZONEN~: 005 No.. Commen~ Initials * ,. tltis component is ~{)t acccs~ible.. Located behind the FSB~.

j,;:

.*.* > \\ ::**....

      • *...._....,._,_.....,.............,._..................... _...---............. ---........ ---.........._....... ~-----....-....... --------...

.,.. ';::/):*:::::;::: CONTAINMENT INSERVICE INSPECTION RECORD OF VT;,3/GENERALVISUAL Ei<AMiNATION. .. '. Plant: lr.>ec2.:tinit3.* >1nte;,va1 Period: 2"dns1 Inspection**... Inspection ~eport No.: !Pj~15-!WL-001.* *... *.* > * ¢~mpol1ent ~o: !vcc-1; / zo~e No:.. ooa

  • Drawing No.: ISHWL-00{ * *

.. * *

  • llesc~ip~on! ***i* l >~1. '.ea* - EL as~**.
    • w6rk order ~o: 52493146 NRI..

NI 181 Cl CJ D l8J D IZL D Q 4 D 18L D D . 1 D 0 .. 181 D 181 0 l8J,*' D D D 0 D.. 181 tl l8J 0 D . Resp_pnslble Engi~eer.Review: . ~cceptable: ....* *v~s l8J. No*.o (Detailed vr~1. ExaminationRequir~d Attl'chmenn.:3)... *. * .*Comments: _.......... =;r.;::=="-='=.=...:=""---------------- v*~!:!!...!::!!!.!!..!!il.!!.a~~~:.....ai~~~ie.&b.. Date~.** "1e. ltt. -.--..,.,......,~,......... ________ _ -....=.:...==--......._-"""""=--------:...:.;;..=.------ oate:_** _'1'-=+i_z1..... A...,.;h_* *****-..,,,.....;--

  • IP-RPT~ts-00063.

Pa e 55 of 174 IP3 ~SME Section XI, IWL Concrete Containment Inspection for 2015. FORM VT;;... 3C CONTAINMENT INSERVICE INSPECTION

  • RECORD OF VT-3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPECJ Indian Point Nq. 3 COMPONENT j\\JO. :_. _____

vc ...... c 12 __ ZONENo: 006 No. Comment Initial$ <t ' Arca oflight scaling, approxilTlately S' x S', between El. 83' an4 El. 88'. (P('eviously identified) }'If-2 General bugholes~ pattern cracking, disi;oloration, and leaching '-'- all minor and identified pl previously.. 3 Not used µ 4 Two 1" locationi; with minimal coverage over rebar developing rust staining visible from catwalk Jeading to ground elevation under equipment hatch. ~ 5 Sixteen l" dia. pipe insert.S protruding I" from containment surface located under the equipment hatch. Identified in 2001 with no change. See photos Z6-02 and Z6-02A. Three I" pipe inserts previously identified in 200 I with no change. p£ See nhotos Z6-03 and Z6*03A. I

e IPEO IP-RPT-15-00063 I REV.O ' ~ Entergy I Page 56 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-006 Photo Z6-02 2001 Photo IWL-068-006 Photo Z6-02A

A E. IPEC IP-RPT-15-00063 I REV.O ~

  • ntergy I

Page 57 of 174 I IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-068-006 Photo Z6-03 2001 Photo IWL-068-006 Photo Z6-03A

. *.* ***** <> CONTAINMENT INSERVICE INSPECTIONRt:CORO QFVT ~GENERALVisuAt. EXAMINATION.. ** -*p:1ahti,;~~'...ubu3 /1~t~..Va1 ~eriod:_ 2m11151 tns~ection Inspection Report. No;:* IP3-1s.:1wL~()1 i*.-.-* .... Ccnrip~nerst"No: vc813 * .*. z~~e N~: oof .. D~awi~g No.: ISl~IWL-001 /.,' '-. e1.~:~~i.1oa*.:---*---****-

  • w6rk Order No:* 52493146 Limit~tions: *. Ac~ssible areas'onlv <p*.**

RI NRI NI : l8J D D 181. 181 D D. D l8J D *.o D D D l8J Excessive corrosion or the exposed embedded metal surfaees., D D 181 D l8J D o != a y nspec, ion are!ls an oca ions. Examin~d By:.J. Ruch I . *. Date: &Asrlt Examined By: R. Latortue ~ate~~)~~/ z.111~ *

  • . -.--_.*_ *
  • Print/SI natu~e/level Prinf/Signatur~evel

_.

  • Res13o~sil>*~ t:nglneer Revi~w:

-~. .

  • Acceptable:*.

Yes 1'81. t-Jo D (Detailed vr-1 Examination Required Att~chm~nt 7.3) .. Comments; _______.._.......,......................................................__~~~~~~~---~~~ . ANU. Re~ew: ~ltan Schiafflno/ Prinl/Sig11ature

    • FORMVT~3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUALEXAMINATION

.STATION/UNIT:. IPEC/ lndianPoint No. 3 COMPONENT NO. :.,..__.... *.... v.... c.... c.... ~.... 1.-3 __ ;.;,..__,...;-.. ZONE No: 001. No. Comment...

  • initials I

Minor crackS, leaching, scaling and spalling.;.. all minor and previously identified J>'l.. 2 Numerous bugholes and areas of discoloration (previously identified). .¢ 3 Min~r leaching typically from patched form holes. crncki~g.* Some rnfoor leaching from tight p(

~

4 Tight vertical cracks spanning multiple fo~ rows. located mostly on right side of the zone.

.*.. 't*: IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015

  • . ** **.CONTAINMENT JNSE!lVICE INSPECTION RECORD OF VT *3/GENERAL Vl~UAL EXAMINATION..

. *Plant: IPEC - Unit 3

  • Interval P~riod: 2nd/1st* inspection. Inspection Report No.: IP3-15-l\\AJL-001

.. Compone~tt.to: VCC-14 Zone No:* _0.... 0...,.2 __ Description; __,.... E=I_. 8'°"8..._'_-.;::e.... 1._,1~o""'a* ____...,_ __ Drawing. No.:.

  • 1$1-IWL-001 Work ()rder No:. 52493146.

Equipment Used: Bushnell 13-7016 Binoculars

  • Limitations:

Accessible areas only * *

  • .Recording Condition NRI CotllmentS RI NI N/A Leaching* or chemical attack..
  • 0

[8] 0 0 1 Abrasion or erosion degradation D 0 [8] 0 Pop outs am;I voids D 0 ~ D Scaling. D 0 l8J 0 Spalls*. D D [8] D Corrosion staining on concrete surfaces D 0 . [8] D Cracks**

  • D

[8]. D D .1 Exposed reinforcing steel D D [8] D Deteriorating of concrete coating, if applicable D D D [8] Excessive corrosion of the exposed embedded metal

  • D D

[8] D surfaces Detached embedment or loose bolts D D [8] D Other (bugholes, discol.oration)* D [8] D D 1,2 .( \\t"IU1e: ::>Ketcnes or plClures may oe.a.1m1;;11t:Q 10 c1amy insP=Uon areas anc 1ocanon$.J.

  • Examined By: J. Ruch IM tM Date: qhJt Examined By: J. Sko~iec~ny /~~bate:-1L2JI' Print/SIQ'flatt'.ire/Level *

.. Pnnt/S1gna re/level . Responsible Engineer Review:

  • Acceptable: **

.Yes [8] No D (Detailed VT-1 Examination Required Attachment 7.3) ..........,...........,..........,"""-"":;;;:::;..:o..;;;;;.._;;,~..=...~=--=--- Date:_...,i.,,.../!'-='&+fe;...._"-----.- ~--===----=--...........,...,.__ ___ ............. ~-- Date:. __ q_k1.,.b_J(p....._.. __ . r..

lP~:R,PT-15~00063 '.REV. 0 .. ~Entergy.....----------------------_,__-----.....ie.o...-------.......

  • lP3 ASMESection XI, IWL Concrete* Containment Inspection for :20.15

.FORMVT.,..3C ** .. RECO~g~~~~~~~~~~ 1 ~rs~;e~1~~ATION STATION/UNIT: IPEC /Indian PointNo'. 3 COMPONENT NO. : __ ___.V..:C..:C..;..-....:1:...:.4__.. _ _._ ZONEN'o:,..._.. __ _ No. Comment lnit1als 1

  • Numerous bjigholes, leaching arid vertical cracking~ all minor and previously identified.

2 Reddish discoloratiOn in both zqnes 2 and 3 over an area of roughly 20'x90' (previously identified). * *

  • ~
  • IP-RPT-tS"'.00063 IPJ ASME Section XI, IWL Concrete Containment Inspection for 20l5. *

'* CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION.... .*-** Plant: IPEC-i.Jnit 3 Interval Perlod~ 2"d/1 51 Inspection Inspection Report N~.:d IP3-15-IWL-001 ' Compone~t No: vcc.;15.... Zone No:..... 0~0...... 3 __ ... **. *:.* Descriptl~~: *.. El. as*~ El. 108' EquipmentUsed:. Celestron Gjant 20x80 Binoculars

  • * *. **-*. Recording Conditie>n
  • Leaching orche111ical att~ck Abrasion or erosion degradation Pop outs and voids

. 1. . ScaUng Spalls ' Corrosion staining on concrete surfaces. Cracks** Exposed reinforcing steel.. .. Deteriorating of concrete.coating, if applicable Excessive corrosion of the exposed embedded metal surfaces. c* Detached embedment or loose bolts. Other (bugholes,*discoloration) Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas_ only

  • RI NRI NI NIA Comments D

l'81 D D 1 D D l'81 D D D l8I D D D l8I D D 181 D D 1 D D l8I D

  • o [81 D

D ' 1 D D 181 D [J D.o.. *.. fgl D D fgl D .D D 181. 0 D fgl 0 D 1,2,3.4 r:* {N~m: ~Ke1Qlt:l> or pictures may oe auai;;m:u 10 ciamy mspecn.on areas anc 1ocauons.1 Examined ey: J. Ruch I Di -/% Date: '1/th& Examined By: J. SkoniecznvfJ!rc.fl'Jsoate: q/Y}!t PrintJSignatUre/Level Print/Sigma re/Level

  • .. Responsible Engineer Review:

Acceptable: Yes fgl No D (Detailed VT-1 Examination Required Auacliment7.3) Comments: Vanta e --=-==....._..................................,,,........ _,..~,..._----~~------------._..- Date:. __ ~~'"""/i"+¢ Date:_Cf.....,../ZJ_* ~Hlo....__ __ ?/

':* IP3 ASME Section Xl,lWL Concrete Containment Inspection for 2015 *. FORMVT-3C . *. **... *. CONTAINMENT INSERVICE INSPECTION.**..

      • .RECORD OF VT-3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC/ Jndian Point No.*~

COMPONENT NO. :_* .. --..,....... v.... c.... c_-.... 1.... s __ ~ ZONE No: . 003 . / No. Comment Initials \\ 1 Numerous bugholeS, leaching, spnlling. and cracking-,.. all minor and previously identified. 2 Reddish discoloratic>n in both zones 2 and 3 over an.area of roilghiy 2o*x90* (previously

ii identified).

3 One ~lock between El.98',and 103' above the Electrical Tunnel rfladder has a bluish Jill. discoforation 4 At El.

  • 103' di~ecily to.the right of item #:$ the horizontal seam. shows some red discoloration,<.

('

.... IP~RPt.:1s-00063 * *. REV.O IP3 ASME Section XJ, IWL Concrete Containment Inspection for 2ols. CONTAINMENT INSERVICE INSPECTION RECORD Of VT *3/GENERAL VISUAL EXAMINATIO~. Plant: IPEC* Unit 3 *. Jn~~rval Perfod: 2"d/j51 Inspection Inspection Report N~.: IP3-15-IWL-001 Compo11entNo:. VCC.. 16 Zone No: _o.... o._..4 _ __.._

  • . Descrlptio".1: *
  • El. 88'-. El. 108;

.Drawing No.: IS!-IWL'-001 Work Order No: ** 52493146 I Equipment Used: Celestron Giant 20x80 Binoculars Limitations: Accessible areas only

  • Recoriling Co"dltion.

RI NRI NI NIA

  • comments
    • Leaching or chemical attack
  • D l8J*

D D 1 . Abrasion or erosion degradation D D. l'8I D Pop out~ arid voids D 0 (81 D Scaling D l8J D D 1 Sp alls D l8J D D 1 Corrosion staining on concrete surfaqet; D D l8J D

  • \\ Cracks D

l8J 0 D 1 Exposeq reinforcing steel D D l'8I D Deteriorating of concrete coating, if applicable D D D

18)
  • Excessive corrosion of the exposed embedded metal surfaces **
  • D D

l8J D Detached embedment or loose bolts D D l8J D Other (abandoned anchors) D l8J D D 2 ... \\NO!e: ::;Keu.nes or p11;1wes may oe,a_;;ieu to c1amy mspecuon areas am 1ocauons.} . Examined By: J. Ruch I~; Date: tfh/tb Examined By: J. Skoniecznv 18..t.2nt4.:_ Date: er . Print/Si['nature/Level Print/Signattfre/Level - . ~esponsible Engineer Review: Acceptable: Yes. [81 No *o.. (oetailed VT-1 Examination Required Attachment 7.3) .Comments:. Vantage point: Control Building roof and area between FH and VC oate:.___..1~mE-f-ft"'"""'----- oate:._~...,..../ZJ~f ....... lle=---- I

. FORMVT-3C ..

  • CONTAINMENT INSERVICE INSPECTION
  • RECORD OFVT-3 /GENERAL VISUAL_ EXAMINATION REV.O

.. STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. :..... __ v..;::;c..;::;c_--.....:1..:.6 _ __._ ZONE No:.*.. 004 No. Comment

  • Initials I

Minor crac~ due to shrinkage, leaching. scaling and spalling ~-all minor and previou5ty identified. 'JI!- 2 Cut.off abandoned anchors at El~ 90'* and Et I 04 *. No rust visible. )(

IP*RP'f~IS-00063 .*.. *. IPJ ASME SectionXI, IWL Concrete Conbunment Inspection for 2015. . ***CONTAINMENT INSERVICE INSPECTION. RECORD OF VT *3/GENERAL VISUAL EXAMINATION

  • Plant:* IPEC - Unit 3 Interval Period: 2"d11s1 lnsoect!oh
  • Inspection Report No.: IP3~15-IWL-00.1

~ Component.No:; vcC-11 Zone No: 005. Drawing No.: ISl-IWL-001

  • Des~ription: _**... e

.... 1... ~ 88""'. *-**-~.... e=1.... 1'""oa

  • Work Order No:
  • 52493146

.. Equipment Used:. None . Limitations: Accessible areas only. ReeordJng' Condition RI NRI NI NIA Comm en.ts Leaching or chemical attack D 181 D d

      • 1 Abrasion or erosion degradaUon D.D 181 D

Pop outs and voids .* tJ D 181 D Scaling D l8I.o D 1 Spalls. D 181 [] D 1 Corrosion staining on concrete surfaces D D l8l D Cracks D 181 tJ D .*. 1 Exposed reinforcing steel D D 181 D Deterjorating of concrete coating, if applicable 0 0 D r8J Exte$sive corrosion of the expose~ embedded metal surfaees D 0 181 D Detached embedment or loose.bolts 0 0 181 0 Other (bugholes). D r8J D 0

    • 1.

. \\~'4ate: :3Ke1cnes or p1c1ures may oef K&f!J IO c1amy mspecnon areas anc 1ocauons.1 *.**.*..

  • . **
  • t~. *
  • Examined By: J. Ruch I LJ,./,

Date: uJyHh Examined By: R. Latortue

  • ate:b.t/;2.#h
  • *
  • Print/Sigfiature/Level Print/Signature/Level Responsible Engineer Review:..

Acceptable:* Yes r8J No 0 (Detailed VT-1 Examination Required Attachment 7.3) .* Comments:_....=='-"""=-=:.""""'""-----~--------

. ***.*. FORMVT~3C CONTAINMENT INSERVICE INSPECTION .. RECORD OF Vf""" 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC.llndianP~int No. 3.. COMPONENT NO. :..._....,......___,.;.v __ c..;:;;c_-.-.;:1...._7 __ _ ZONE No: 005.. *.. "T;..~.,.. No. Comment Initials Numerous bugholcs; vertical nndjoint cracks, leaching, scaling nnd spalling,,,:all minor and previously identified.... *. ./HI Y- 2 *.* The majotjty of this component is inac~essible.

  • ~*

.\\

IP-RPT-15-00063 * . \\ iPJ ASME Secdon XI, IWL Concrete Containment Inspection for 2015. CoNTAlNMENT INSERVICE INSPECTION RECORD OF VT "3/GENERAL VISUAL EXAMINATION Plant: 1Pec...:. Unit 3

  • Interval Period: 2"d11s11nspectlon Inspection Report No.: IP3-15-IWL-001 Component No: VCC-18.

Zone No: *..... o=0.-.6 __ Drawl ng No.: ISl.;IWL.:.001

Description:

_.E=I.:...~ a=a....

  • _.;.;""'El...,.......

1=08.._' ______ _ Work Order No: 52493146 Equipmet1t Used: Celestron Giant 20x80 Binoculars

  • Limitations:
  • Accessible areas only Recording Condition RI*. NRI NI NIA Comments*

Leaching Qr chemical attack D fgJ D D 2 Abrasion C)r erosion degradation D f81 D* D 2 Pop* outs ~hd voids D f81 D 0 3 Scaling D f81 D 0 2 Spalls D fgJ D D 2 Corrosion*staining on concrete surfaces D* f81 o* o*** fci\\;~~'.*..* c 13 t *.*. Cracks *.. **** D f81 o* D 2,6 Exposed reinforcing steel 121 D 0 D 1 Deteriorating of concrete coating, if applicable 0 D r8I D Excessive corrosion of the exposed embedded metal [] surfaces . i8J D D 1. Detached embedm~nt or loose bolts D D r8I D. Other (bug~oles, exposed miscellaneous steel) D f81 D D . 2,4,5 . * (Note: tiKetcn.es or p1c1ures may oe,0 ea 10 ciamy mspeeuon areas anc 1oca11ons.1... . ~ .. Examined By: J_ Ruch l LJ.L. Date: &Pt/tr,. Examined By:

  • R. Latortue if:.
  • Date-a/.u/.

U°JI~.. Print/Si~ature/Level Print/Signature/Level Responsible E~gine~ Review: . Acceptable:

  • Yes 181 No 0 (Detailed VT~1 Examination Required Attachment 7.3)

Comments: Vantage points: Behirid CST. Roadway south of Unit 1. 95' hill.

IP3 ASME Section XI, IWL Concrete Containment Inspectionfor 2015. FORMVTL3C .. CONTAINMENT INSERVICE INSPECTION *.* RECORD OFVT-3 /GENERALVISUALEXAMINATION ........ STATIO~/UNiT:. IPEC / lndia~Point No. 3 COMPONENT NO. :...... ____ v...;:;c...;:;c_*--'1""'8 __ _ ZONE No: .006. No. Comment Initials. Exposed metal tip ~t Et 95' to right othatch, roughly J..:f/2'.' din; Flush tD concrete surface with a 5'

      • .I
  • long rust streak. Coated in 2009 to prevent timber corrosion *. No change since Inst inspection.

IJ{; See photos Z6-04 through Z6-04C

  • 2 Minor pattern cracking, leaching, scaling (less than 4" diaq11:ter area), bugholes, roughly S'X:S' area of discoloration, joint spalling and nrciis with abrasion""' all minor and previously idcntitfod. '
  • JI(.**.

3 Small pop outs with rust and staining (previously identified).

  • Ji(.. *

~.-:t:~"* Exposed cmhL'tldcd steel plate. approximately 2" x 4", with minor surface ru5t and staining at El. 93'. ~* 4 Area eoatcd in. 2009 to prevent future corrosion. *No change since last iitspection. See photos Z6-0S thnmgh Z6-0SB. < T\\VO small CXPQSed metal inserts with minimal rust and staining hL*tween El. 93

  • and El. 98'. Arca JJt... *..

s coated in 2009 to prevent future corrosion. No change since last inspection. Si:ephotosZ6-06 through Z6-06B.

  • 6 Minor tight cracking to right of equipment hatch. See photos Z6-07 and Z6-07 A..

fl

LPEO IP-RPT-15-00063 REV.O Pa e 70 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-088-006 Photo Z6-04 2009 Photo IWL-088-006 Photo Z6-04A

A IPEO IP-RPT-15-00063 I REV.O -~ Entergy I Pa2e 71 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-088-006 Photo Z6-04B 2001 Photo IWL-088-006 Photo Z6-04C

A IPEC IP-RPT-15-00063 I REV. O ~Entergy I Pa2e 72 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-088-006 Photo Z6-05 2009 Photo IWL-088-006 Photo Z6-05A

IPEO IP-RPT-15-00063 REV.O Pa e 73 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-088-006 Photo Z6-05B 2015 Photo IWL-088-006 Photo Z6-06

IPEO IP-RPT-15-00063 I REV.O ~Entergy I Page 74 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-088-006 Photo Z6-06A 2009 Photo IWL-088-006 Photo Z6-06B

e IPEO IP-RPT-15-00063 I REV.O -- Entergy I Page 75 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-088-006 Photo Z6-07 2015 Photo IWL-088-006 Photo Z6-07 A

  • IP".'RPT-15-00063 IP3 AS.ME ScdfonXl, IWi. Concrete Containment Inspection for 201S
  • .*CONTAINMENT INSERVICE INSPECTION Rec ORD OF VT-3IGENERJ,LVISUAL EXAMINATl()N Plant:. IPEC - Unit 3 Interval Period: 2nd11st Inspection Inspection Report No.:. IP3-15-!WL-.001

. col11pc:u1ent No: VCC-19 Zone No: _0.... 0~1 __ Destnption: _._**=El.......... 1o __ a __ *_*:..;. __ E=l. __ 1 __ 2=a_* *_* _____ _

  • Equipment Used:. Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemlcal attack Abr~shm or erosion degradation.

Popduts and voids Scaling Spans*. Corrosion staining on*concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coatin~. if applicable **. Excessive corrosion of the exposed embedded metal surfaces. Detached embedment or loose bolts Other (bugholes) Drawing No.: !Sl-IWL-001 Work Order No: 52493146

  • . Limitations: *. Accessible area*s only*

RI NRI .NI N/A Comments 0 fZI 0 0 1,3. D 0 ~ D 0 0 l8J D CJ r8I

o. D 1

D fZI D D 1,2

  • D* D l8J D

D r8I D D 1,3 0 0 181 0 D D D 181 [] D 181 0 D D 181 D D fZI [] D 1,2 ,c tNote: S~ketches or pictures m;;;;7a to clamy 1nspec;uon areas anc 1oca11ons.J R. LatQrtue fl~oate~ Examined By: J. Ruch I Date: (,/.µf/16 Examined By:

  • Print/Signature/Level.
  • Print/Signature/Level Respqnslble Engi11eer Review:.

Acceptable: ,Yes ~ No D (Detailed VT-1 Examination Required Attachment 7.3) Comments:--"'==;;o.;:..,..,.,.==-=...,.;..="""""............_ __ __,.. _______ _ oate:.~~l.JJ!.,s~h::._-e ______ _ Date:___,~..,_k--l-1b.__.1~....__ __

IP~:RJYr-tS-00063 JlEV.O.. 1P3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C*.

  • CONTAINMENT INSERVICE, INSPECTION

.. RECORD OF \\ff - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: lPEC /Indian Point No. 3 COMPONENTNO. =---**.... v.... c.... c_-..... 1~9-""""-'-_ ZONE.No: 001 No.*. Comment Initials* 1 Pauem cracking, numerous bugholes, leaching, scaling nnd spnlling - all minor nitd previously ~ identified. 2 Area of exposed aggregate due to joint spalls and areas of discoloration.:.. all minor and. Pl previously identified. j Below right side lightning arrestor there is a tight vertical crack spanning multiple rows with IJIL intermittent ~inor leaching.

IP3 ASME Section Xi, IWL Concrete Containment inspection fo'r 2Q 15 ** .* CONTAiNMENT INSERVICE INSPECTION RECO~D QF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 *

  • Interval PeriOd: 2ru111st Inspection. lnspectio.n Report No.: IP3-15.;IWL-001 Component No: vcc.;20 Zone No:

002 -~-___,...,... D~cription:. __ E=l,.... -...10""'8._'.... .;.."""E=l._.1.-28..,'_.... _______ _ Drawinf;J No;: ISl-IWL.,001 Work Order No: 52493146 . Equipment Used: Bushnell 13-7016 Binocular& Limitations:. Accessible areas only

  • Recor~ing Condition RI NRI NI N/A.

Comments* leaching or chemical attack D 181 D D 1 Abrasion or erosion degradation D D 181 D Pop outs and voids D D 181 D

scaling D 0 181 D

Spalls. D l8J 0 D 2,4 Corrosion staining on concrete surfaces. \\ D 0 'jg] 0 Cracks 181. 0 D D 1 Exposed reinforcing steel J8J D 0 D 2 Deteriorating of concrete coating, if applicable

  • D D D

181 Excessive corrosion of the exposed embedded metal D d 181 D surfaces Detached embedment or loose bolts D D l8J D Other (bughol~s. discoloration, splatter) 0 'jg] D 0 1,3,5 lN.ote: ~l\\e11;nes or picmres may oe ~t;\\,I to.__my mspecuon areas anc 1ocauons.1 . Examined By(.J. Ruch I

1.
  • Date: <i/!ftt,, Examined By: J. Skoniecznv tJ,.t,f 4ate: '1

. Print/Si~e/Level ReSporisible Engineer Review: ... Print/Signa re/Level Acceptable:~. .Yes 181 No 0 (Detailed VT*1 Examination Required Attachment 7.3) Comments: Vantage oolnt: Turbine Building Roof N/E corner Date:_t:J~b 'IG~Ut.~--~ I "'1 Date: __ q/;. ___ 'Z7_b........ b _____ _ I

IP-RPT-15-00063 -.. -Entergy IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OFVT-3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC / Indian Point No. 3 COMPONENT NO. : __ __.;...vc ...... c ...... -...... 2=0 __ ZONENo: 002 Comment 1 Numerous bugholes, leaching and vertical cracking~, all minor and previously identi tied. {fl<. 2 Minor spalls, approximately I" to 3" long and less than W' wide, some exposing small areas II!. of rebar (previously identified). 3 Reddish discoloration in both zones 2 and 3 over an area of roughly 20'x90' (previously JI<. identified). 4 Concrete separated indicating potential future spall of 6" x 3" area at El. 113 '. !)It. See photo Z?-05. s Area of concrete/paste splatter. See photo Z2-06. JI-

A IPEO IP-RPT-15-00063 I REV.O ~Entergy I Page 80 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-002 Photo Z2-05 2015 Photo IWL-108-002 Photo Z2-06

IPEO IP-RPT-15-00063 I REV.O ~ -=-Entergy I PaJ?e 81 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAI. VISUAL EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2nc111s1 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-21 Zone No: _0...,0... 3....__ __

== Description:== 

--=E:.o.l.....

10""'8=-'--_,E=l:.....1.:..:2=8._' ------- Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Sp alls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other (bugholes) Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only RI NRI NI NIA Comments D l8I D D 1 D D l8I D D l8I D D 3 D D l8I D D l8I 0 D 1,2,3,5 D l8I D D 2,3 D l8I D D 1 l8I D D 0 2 0 0 0 181 D 0 l8I 0 0 0 l8I D 0 l8I 0 D 1,4 vw1e: :::iKeu;nes or pictures may oe am:1Y1w 10 cianry 1nsp=uon areas anc 1ocauons.) Examined By: J. Ruch I~ 11( Date: i'h.h~ Examined By: J. Skoniecznvtl\\,.£_f".Jl:oate: PrinVSid'nature/Level PrinVSignattire/Level Responsible Engineer Review: Acceptable: Yes 181 No 0 (Detailed VT-1 Examination Required Attachment 7.3) Comments: Vantage point: Turbine Building roof 9-

e

  • ~ Entergy IPEO IP-RPT-15-00063 I

REV.O I Pa2e 82 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : ___ v..... c..... c_--"2'--1 __ _ ZONENo: 003 No. Comment Initials 1 Numerous bugholes, lt.oaching, spnlling llfld cracking - oil minor and previously identified. ft 7" long x W' wide exposed steel bar with rust and staining due to spalling at El. 118' 2 (previously identified). The exposed metal was coated in 2009 to protect against future corrosion. See photos Z3-08 through Z3-08C. 3 Partial spall, less than 3" diameter, with surrounding minor pop outs, W' diameter, with

p.

visible rust (previously identified). 4 Reddish discoloration in both zones 2 and 3 over nn area of roughly 20'x90' (previously fl( identified). 5 Approx. 2' right of item 2 a patched area is flaking off. See photo Z3-08. µ

e IPEO IP-RPT-15-00063 I REV.O ~Entergy I Page 83 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-108-003 Photo Z3-08 2009 Photo IWL-108-003 Photo Z3-08A

e IPEO IP-RPT-15-00063 I REV.O ~.Entergy I Page 84 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-003 Photo Z3-08B 2001 Photo IWL-108-003 Photo Z3-08C

. CONTAlNMEITT INS~RVICE INSPECTION RECORD OFVT.;3/GENERAL VISUAL l:XAlllllNATION.....,.. **,,..*..

{'i~1a~t:JPEc-Lf1it 3 H

l~t~~~lPeri6d£ ;ruJ,1st lnspectlo~

  • . **=-
  • *****. pompo~~nt ~(): \\lcc-22 <*.* Zone ~o:...... o

... a... 4,_*...._ __ DraW,lng No.: IS!-IWL-001

wdrkOrderNo:
  • 52493146 *

. * : :)1:>~scr1pt1~*~:

  • eL 108* _.:~1.: 12a*. *.. * ********** >

... limi~ti~*ns:. Accessible areas.only\\. NRI NI.**NIA.

  • nspec on areas ~

.........................,,........... _.....__ Date:. 'fhAi Ex~mined By:.!:l.:J*:J;S~kgonrnie!llcz~* **nn~4~l.t,,;~~ .* PrlnVSignat.. <:. ';:*.. ~*:*:.

  • R~sponslble E~gineer Review: * *
  • Acbeptable:
  • Yes 181..
  • No D (Detailed VT.:1 ~amina~ion Required Att~hment 7.3).

Comment$: v~r\\tage point: Cdl'ltrol BuHding'roof' RE'. Signature: R. Drake l .Oate:............ '+--"'"+-4--.;;;::;;;....._ __

  • ... * *
  • Print/Si re/Level. *. *
  • Sit~ Level~e~iew: Victor Dittrich~~ d

,, ~ f*tt.*!&. Prlnt/Sigriatute/Level *.. *.. **.*.. *

  • ANll,Review: Allan Schiaffino/**~*.* 8.$6. *
  • J=>ririt/Signature Date:

',U~h' Date:._* .*~"""1-/Z?......,* )...,...1t:;,-...,.**. *_**. _

'.fORM VT.... ac. ' j

>'*)
:
  • .. *.coNTAINMENTINSERVIQE INSPECTION**.. * \\.

, 'RECOROOFVl".-3/GENERALVISLJALEXAMiNATION***

  • STATION/UNIT: iPEC;/ lndia.n ~oint No. 3 <.

COMPQNEl\\JTNQ. :_* --.---------_,..... ~'..-.':. "..

IP-ltP1'-15-00063 lP3 ASME Section XI, IWl.,Concrete Containment Inspection.for ~015 . CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERALVISUAL EXAMINATION. Plant: IPEC-Unit 3

  • lnt~~al Period: 2"d/151 Inspection Inspection Report No.: IP3-1 S-IWL-001.. *..

component No; vcC-23 ** *. zone No: _,o=o=s..___.... Drawing No.: ISl-IWL-001 D(!!;¢ription: *

  • El. 108' ;.;. Et 128'
  • Work Order No:

52493146 Equipment Used:

  • None Limitations:. Accessible areas onlv.

NRf

  • Recording Condition RI NI NIA Connnents.*.*..*

Leaching or chemical attack*...

  • D 181 D

D 1 Abrasion or erosion degradation D D 181 D Pop.outs and voids D 181 D D 4 Scaling

  • 0 181 D

D .1 SpaHs. D 181 D D 1 Corr.osion staining on concrete surfaces D D ~ D Cracks 0 181 D 0 1,5 E;xposed reinforCing steel D 181 D d 4 Deteriorating of concrete coating, if appljcable D D... *o 181 Excessive corrosion of the exposed embedded metal D D 181 D surfaces Detached embedment or loose bolts .o; D* ~ D Other (bugholes, exposed miscellaneous steel) D l81 D D .** 1,3 \\No1e:.. ~Ke1cnes or p1c1ures may ce auacnea.10 c1an1y 1nspecnon areas an.c 1ocat1ons,) Examiried By: J. Ruch I~ 11/

  • PrintJSignatUre/Level Date:~/#'/!&. Examined By:. R. Lat~rtue {~ate~to//,

Print/Signature/Level* Responsible Engineer Review: ACC?eptabte: Yes l81. No D (Detailed vr *1 Examination Required Attachment 7.3) ~~!!J9!!~1.<¢C.wal~~~~---* Date: 'l}o/J&t ~-===~....rG-=:----:..L:::~-- Date:

  • q_/z1p*f>

.. IP-RPT,..15-00063 IP3 ASME Section XI,IWL ConcreteContaininentlnspection for 2015 *. FORMVT-3C > CONTAINMENTINSERVICE INSPECTION . REGORD OFVT - 3 /GE:NERAL VISUAL EXAMINATION ... STATION/UNIT: IPEC /Indian Point l\\lo; 3 COMPONENT NO. : ___ v... c... c_..,-=2=3---,.___,_..,.,..

  • ZONE No:

005 No. Comment Initials I Num~ous bugholcs,. cracking, leaching, scaling and spalling"'"' all minor and previously identifi~.

  • I'<
2.

The majority of this component is inaccessible.

  • pl<

3 Exposed metal insert, approx. 1 *~., dia., with rust and some staining at El. 122'. This ft indication was coated in 2009. See photos ZS-03, Z5-03A and Z5-03B. . / !JI<... 4 Exposed rebnr tips dlle to the end patches beginiting to pop o~t. Light rusting.

5.

Vertical cracking paI"ticularly in first two rows in the area above the hatch.. See photo ZS*04. ...µ

llAE I P E O lP-RPT-15-00063 I REV.O i -~.. ntergy I Pa2e 89 of 174 IP3 ASME Section XI, lWL Concrete Containment Inspection for 2015 2015 Photo IWL-108-005 Photo Z5-03 2009 Photo IWL-108-005 Photo Z5-03A

e IPEO IP-RPT-15-00063 I REV.O ~Entergy I Page 90 of 174 i IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-005 Photo Z5-03B 2015 Photo IWL-108-005 Photo Z5-04

A IP.BO IP-RPT-15-00063 I <?1 REV.O ~ Entergy I Pn~e 1t6. of \\ 7 i/ IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3 Interval Period: 2°d/1 51 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-24 ZoneNo: _0=0~6..._ __

== Description:== 

--'E=I...._. 1.-0.... 6'-' --=E=l...... 1=28"'-'-------

Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, If applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other (bugholes) Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only RI NRI NI N/A Comments D 181 D D 1 D 181 D D 1 D l8J D D 2,4 D l8J D D 1 D l8J D D 1,5 D 181 D D 2,3 D l8J D D 1 l8J D D D 2,6 D D D l8J D D l8J D D D l8J D 0 l8J D D 1 v~o1e: i;>l\\etcnes or p1etures may oe auacneo 10 oamy mspecuon areas anc IU\\.iduons.J Date: 64.td<P Examined By: R. Latortue /~oate:Nf~g/ ZOl 4 Print/Signature/level Examined By: J. Ruch I P*f(./Jt. Print/Signature/Level Responsible Engineer Review: Acceptable: Yes 181 No 0 (Detailed VT-1 Examination Required Attachment 7.3)

a ~ Entergy IP.EC IP-RPT-15-00063 I REV.O I Pnee 92 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : VCC - 24 ~~~~~~~~~~- ZONENo: 006 No. Comment Initials I General pattern cracking, joint cracking, scaling, bugholes, abrasion, leaching and spalling - /A-all minor and previously identified. 2 Exposed re bar tips with rust and staining due to pop outs between El. 113' and El. 123'

p.

previously identified with no visible change. See photo Z6-08. Exposed embedded pipes, approx. l" diameter, with rust staining. This area continues to 3 remain unchanged since 200 I inspection. Inside of pipes filled with concrete. µ See photo Z6-09. 4 Voids from unfilled form tie holes between El. I 18' and El. 123' previously identified with ~ no visible change. See photo Z6-l0. 5 Incipient spall, less than 4" in size, between El. 123' and El. 128' previously identified with ~ no visible change. Locations of exposed metal embedments and rebar on the equipment hatch extension. Listed as indications 4 thru l 0 of Attachment 8.5 of previous report. These locations were coated in 2009 to protect against future corrosion. See photos Z6-11 and Z6* 11 A for general area view. Exposed rebar at El. 113' approx. IO" long with faint evidence of corrosion on hatch. µ. Previously indication #4. See photo Z6-12. Two small exposed metal inserts at El. 113' with minimal rust and staining on hatch. Previously indication #5. See photo Z6-13. Smull exposed metal insert at El. 113' with minimal rust and staining on hatch. 6 Previously indication #6. See photo Z6-14. Small exposed metal insert at El. 113' with minimal rust and staining just to right of hatch. Previously indication #7. See photo Z6-15. Anchor hole approx. 5/8" dia. at El. 113

  • with minimal rust and staining on hatch.

Previously indication #8. See photos Z6-16 and Z6-17. Small exposed metal insert at El. 113' with minimal rust and staining on hatch. Previously indication #9. See photo Z6-17. Two small nails at El. 113' with minimal rust and staining on hatch. Previously indication #10. See photo Z6-18.

A IPEO IP-llPT-15-00063 I REV.O -=::::-Entergy I Page 93 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-006 Photo Z6-08 2009 Photo IWL-108-006 Photo Z6-09

IPEC IP-RPT-15-00063 I REV. 0

Entergy I

Page 94 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-006 Photo Z6-10 2015 Photo IWL-108-006 Photo Z6-11

  • Entergy IPEO IP-RPT-15-00063 I

REV.O I Page 95 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-006 Photo Z6-11A 2009 Photo IWL-108-006 Photo Z6-12

e IPEO IP-RPT-15-00063 I REV.O 'e-Entergy I Pa2e 96 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-006 Photo Z6-13 2009 Photo IWL-108-006 Photo Z6-14

f!JEntergy I PEO IP-RPT-15-00063 l REV.O l Pa{!e 97 of 174 .o IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-006 Photo Z6-15 2009 Photo IWL-108-006 Photo Z6-16

AE. IPEO lP-RPT-15-00063 I REV.O ~ ntergy I Page 98 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-108-006 Photo Z6-17 2009 Photo IWL-108-006 Photo Z6-18

  • IP-RPT-1~0006J
  • REv.o
      • .. IPJ.A~ME Section Xl,iWL Concrete Containment lnspf?ctlon for 2015

..**.. CoNTAlNMENT INSERVICE INSPECTION RECORD OF VT *3/GENERAL VISUAL EXAMINATION. .. Plant: IPEC - Unit 3

    • interval Period: 2"d/~

61 inspec!ion Inspection Report No.: IP3-15-IWL-001 *.

  • Component No: vct.:25
  • Zone No: _.*00=--1 __ _

Description:

*--=El.._.....

12 .... s ..... *_;.. __ E,...l.._1..... 4 __ 8_'.,.....

  • _. ------

Equip'11ent Used: Celestron Giant 20x80 Binoculars Drawing No.: ISl-IWL-001 Work Order No: 52493146 * . Limitations: Accessjble areas only:. Recording Condltldii.*.* Rf NRI NI NIA Comments*. Leachi11g or chemical attack D l8J D ti 1 Abrasion or erosion degradation D D r8l D Pop.outs and voids. D D r8l D Scaling D £8:1 D D 1 Spalls*.

  • D r8l D

D 1,2 Corrosion staining oriconcrete surfaces D.D. r8l 0 Cracks D 181 ' D.d 1 ' Expo~~ reintorclng steel

  • D 0

l8J D Dete~orating of concrete coating, if applicable 0 0 D ,'181 Ex~sive corrosion of the. exposed embedded metal D D r8l 0 surfaces Detached embedment or loose bolts** D D 121 D Other (bugholes).. 0 l8J D D 1,3 lN01e: :::.Ketcnes or p1ciures may oe anacnea 10 c;1an1y inspec11on areas anc 1ocauons.1 Examined By: J. Ruch I ft Print/Si natu~e/Level

  • Date: '1,41itfG Examined By: *. R: Latortue f ~ate"LJ.tkrah..a1~
  • Print/Signature/Level Responsible Engineer Revie~:

Acceptable: Yes r8l No D (Detailed VT-1 Examination Required Attachment 7.3)

.. IP-RPT-lS-00063 Pn e 100 of 174 JPJ ASME Section XI, IWL Concrete Containment lnspe".tion ror 2015 FORMvr..:.3c CONTAINMENT INSERVICE INSPECTION *

  • Rl:CORD OF VT-3 /GENERAL VISUAL EXAMINATION.*

STATION/UNIT: IPEC / Indian Point No. 3 COMPONENT NO.:,.....*

  • __

_,_v...;;c...-c..,.......... 2.... s_** --- zoN"E No: 001

  • No.

2 3 Comment* Pattern crilcking, cracks; nr~ of dis~~loration, numerous bugholes, leaching~ scaling and joint.. spalling-. an minor and previously identified. four verticaljoirit spalls with exposed aggregate (previously identified). Previou51y identified area of brown discoloration (approximately 3* lqilg by 8" wide). "' **~~: ';:(*~*, Initials

.* Component N~: VCC-26

  • <*rJ~s~dptio~:: ::_~1.12a:*~El.~48i.
~qui~ment ~sld: >Bushnell 13~7016 Blnoculars
  • **Excessiv.e cor{'.()sion of the exposed embedded. metal surfaces Detached embet:frtu~nt or loose bolts

. *

  • Res~Qnsible Engineer Review:

D D D D r8I _, D -o 181 181 -o. D 181 l8L -- tl D 181 181 D cf tI er D Acceptable:

  • Yes rgi*

No 0 (Detailed VT*1Examlnation*RequiredAttac~rnent7.3) -

N.*<*******
  • .****r=oRM vt"""*3c *
  • RECg*~~~~~*~1~~~~W~Y 1~fs~f0~~~ATION..

STATION/UNIT:: IP.ECilndian Point No. 3 COMPONENT NO. :.**

  • .C'.... *

.*.. ZbNENo: * ;0()2*****. Joint, spalling, apfiroxirnat~ly 4. long by ~"'wide, at EL i 38. (previo~ly identified wilh no*, chang~)-: > Diagonal~palls, all 1¢sstfutn,J"t0ng byW'-Wide, bet~een El. UJ' and El. 138' (preViow;ly identified with no changes): Y' ~* t"~~"deep'sp11ttfpopoutat El.*143\\ This waspre~iously identified and.remain~ unchanged with no expcised metal, rusting, i:>i' leaching'.

p14..**.. ***

Reddish discoloration in bolh zones 2 and 3 over an area of roughly 20' x90'. ~... ~**.*. Approxiiriately*s*.9f roughjo~nt With minor separatiot(atEt 148'. Thereis no.exposed rebar, ritst stailling, or leap~ills at this location.. Exposed~t~el, ~~r~x. Yzdillllleter, with minimal rust ~nd staining at El. 138'. The area.. was ciea~e4 arid prime coa.ted..See photo z2:01.

e LPEC IP-RPT-15-00063 I REV.O ~ Entergy I Page 103 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-128-002 Photo Z2-07

AE t LPEO IP-RPT-IS-00063 I REV.O I Pn2e 104 of 174 -- n,ergy IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2"d/1 51 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-27 Zone No: _0=0=3=----

== Description:== 

--=El:.;.....;..;12=8=-'--..;:E=l.'-1,_4...

8,_' ------- Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas onlv RI NRI NI N/A Comments 0 [8J D 0 1 0 D [8J D 0 D [8J D D D [8J D D [8J D D 1,2,3,4 D [8J D D 3 D [8J D D 1,4 [8J D D D 3 D D D [8J D D [8J D D D [8J D D [8J D D 1,5 \\1-coce:.:il\\e11*nes or p1ccures may oe aua"' *=to c1amy inspt:\\,Uon areas anc """'uons.J Responsible Engineer Review: Acceptable: Yes [8J No D (Detailed VT-1 Examination Required Attachment 7.3)

A ~Entergy LPEO IP-RPT-15-00063 I REV.O I Pane 105 or 174 IP3 ASME Section Xl, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ __.;..v __ cc..:;;..._---2 __ 7 __ ZONENo: 003 No. Comment Initials I Numerous bugholcs, leaching, spnlling nnd cracking - nil minor and previously identified. ft(. 2 Area of spalling, 2" x 4" x Vz" deep (previously identified with no significant change). ~ Exposed embedded steel, I W' x l" area, due to a spall with rust and staining at El. 128'. 3 This condition was previously identified and coated in 2009 to prevent further corrosion. It See photos ZJ-09 through Z3-09B. 4 Joint crack and partial spall with a I' long vertical crack at El. 128' (previously identified ~ with no significant change). 5 Reddish discoloration in both zones 2 and 3 over an area of roughly 20'x90' (previously ~ identified).

a IPEC IP-RPT-15-00063 I REV.O -=~ Entergy I Pae:e 106 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-128-003 Photo Z3-09 2009 Photo IWL-128-003 Photo Z3-09A

e IPEC IP-RPT-15-00063 l REV.O ~Entergy l Pa!!e 107 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-128-003 Photo Z3-09B

IP-RPT~l5-00063 ..REv.o fp3 ASME Section XI, IWL Concrete Containment Inspection for l015

  • .
  • CONTAINMENT INSERVICE INSPECTION RECORD OF VT ~3/GENERAL VISUAL ExAMINATION *'.

Plant:

  • 1PEC - Unit 3 Interval PeriOd: 2"d/1 51 Inspection Inspection Report No.: IP3-15-IWL-001
  • Component No: VCC-28 Zone No:... o....

o....,4 __ ,*' Drawing No.: ' ISlltWL-001 *' Description; *_ .. _.... El........ 12 ... a....

  • _-.... E...
1..... 1.... 4....

8'_., ______ _ ..

  • Work Order No:

52493146 Equipment Used:. Celestron Giarit 20x80 Binoculars

  • Limitations: Accessible areas only l:lecording Condition RI NRI NI NIA Comments Leaching or c:hemic:al attack D

[8J D D 1 Abrasion or efosion degradation D D [8J D Pop outs and voids

  • D D

[8J D Scaling D [8J D D 1 Spalls D l8l D D 1 Corrosion staining oil concrete surfaces D D l8l D Cracks D l8l D ', D '1 Exposed reinfor~ng steel

  • D D

[8J-D Deteriorating of ~onc:rete eoating, if ~pplicable D D D 181 Excessive c()rrosion.of the exposed embedded metal, D D 181 D surfaces Detached embedment or loose bolts D D 181 o, Other (bµgholes, exposed aggregate).* 0 l8l D D 1,2 lJ'l01e:.,l\\e1w 1es or picwres may oe auac1,~ 10 c1aniy mspecuon areas ant 1ocaucms.} Examined By: J. Ruch I~

  • -*-*** Date: rbA(; Examined By: :=.:J.'-'i:S~k~onw.i:ie~cz:!!::.:.n;i.=:i.,..:..:.=~-... ~ate: * 'l/r/t c Print/Signature/Level..

PrinUSign

  • Responsible Engineer Review:

Acceptable: Yes [8J. No 0 (Detailed VT*1 Examination Required Attachment 7.3). Comments:: Vantage ooint: Control. Building roof

IP-RPT-15-00063 REV.O. Pa e 109 of 174 IP3 ~SME Section XI, IWL Concrete Containment lnsp~ctlon for 2015 FORM VT - 3C . CONTAINMENT INSERVICE INSPECTION.,,

    • .. *. RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: *IPEG/.indian*Point No, 3..
  • COMPONEt>,JT NO. :....__~v..... c..... c_-.... 2..... a....... ---

ZONE No: 004 *. No. Comment .* Initials* I Numerous bug}toles, crncking, teuching, scaling, and spalling.- all minor and previously identified.. pt 2 Previously identified exposed a!WCgate between El. 133' and EL 138' is very minor. j//.

A.*.. ~Enteigy . IP-RPT ".15-00063 REV.O IP3 A$ME Se~tionXI,*IWL Concrete Containment lnspectfo~ for 2015 CONTAINMENT INSERVICEfNSPECTION RECORD OF VT*3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 ** lnterve1I Period: 2"d/1 51 Inspection Inspection Report No.: IP3-15-oNL-001.**

  • dotnp~~ent No: VCC-29
  • Zone.No:...:O:<.ioo~s-* --.

. Drawing No.: ISl-IWL-001

    • Description: __ e

... 1 ..... *..,.12... B._' ---=E=l....... 1..... 48=-'-* ------- Work Order No: 52493146 Equipment Used: Celestron Giant 20x80 Binoculars Limitations: Accessible areas only Recording Condition ~I NRI NI NIA

  • . Comments Leaching or chemical attack D

181 D D 1 Abrasion or erosion degradation D l&l D D 4 pop outs and voids **. *. D l&l D D 1 Sealing D 1'81 D D 1 Spalls D 1'81 D D 1 Corrosion staining on concrete surfaces D l8l D D 2 Cracks 0 181 D D 1,3 Exposed reinf(lrcirig steel D D C81 D Deteriorating of concrete coating, if applicable D D D 1'81 Exce5sive corrosion of the exposed embedded metal D D ~ D surf aces Detached embedmellror loose bolts D D 1'81 D Other (bugholes). D 1'81 D D 1 \\l~ule;.,l\\eu;;nes or pictures 111ay oe ~d-?u lD c1arny mspecuon areas an1i 1~uons.1 rJ~. Examined By: J. Ruch I ~ *

    • . *. Date: r,4atft. Exammed By: R Latortue l
  • ate;tJJ/ztJ/

~ Print/Signature/level. . Responsible Engineer Review: Pnnt/S1gnature/Level

  • Acceptable:

Yes 181 ** No D {Detailed VT*1 Examination Required Attachment 7.3)

..... \\

          • ~ Er1tergy**

0 ~---------------........

  • IP3 ASI\\IJE Section XI, IWL Concrete Containment Inspection for 2015 IP-RPT-15-00063 REV.O FORMVT-3C
  • CONTAINMENT INSERVICE.INSPECTION

'RECORD OFVT-3 )GENERAL VISUAL EXAMINATION. STATIONfUNIT: IPEC/lndianPoint No. 3 ZONE No:*. 005 . COMPONENT NO. :

    • VCC - 29

~

  • No~.. **

Comment Initials I B~gholcs.throughout, minor cracking due to shrinkage, leaching, scaling, spalling and pop outs.:.:all 'jl(. minor and previously ideniit;cd with no change$. 2 Visible rust stains from cage ladder supports (previously identified). 3 ZO" longjoirit crack at El. l33' and a 6' long joint crack at El. 138' (previously identified.* !/!. with no significant change). _, I. 4* Abrasion, 6" x 6., at El. 138'.

  • . IP-RPT-15-00063 *.* *
    • .*..* IP3 ASME Sccdoo XI, IWL Concrete Containment Inspection for 201~ *.*. * *
    • *.*. :.. *.1*

CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION

  • Plant: IPEC.;.;. Unit 3 Interval Period.: 2nd/1 51 lnscectloo Inspection Report No.: IP3~15-IWL-001 Component No: VCC-30 Zone No: 006 Drawing No.:

ISl-IWL-001

Description:

___ E=I"-. 1...,2:.8._' *---=E,..1....:1...:.48::..'..;.*_.* -_* ------ Work Order No: 52493146 -

  • EquipmenfUsed:
  • Celestron Giant20x80 Bjnoculars limitations: *..
  • Accesslble areas only.*

Recording Condition _ RI NRI NI N/A Comments-Leaching or chemical attack. D r8I q D 1, 3-Abrasion or erosion degradation D D [81 D Pop outs and voids D 181 D D 1,3,4,5 Scaling.. D r8I o* D 1. Spells* D r8I D D 1 Corrosion staining on concrete surfaces D D [81 D c.racks. D 181 D D 12 f Exposed reinforcing $!eel* -- D D r8I D Deteriorating of concrete coating, if applicable D D D 181 Excessive corrosion of the'exposed embedded metal ** D D [81. D

  • surfaces Detached embedment or loose bolts 0

D [81 D Other D [81 0

0.

1

  • * * *,... ute: o:iKe1cnes.or pic1ures may oe.anacnea to c1anty 1nspec11on areas anll 1ocauons~1 Examined By:.* J. Ruch I~

,;If... *Date: b,lw£1; Examined By: R~ Latortue /~oate~U//, .** *

  • Print/Si(nafure/Level Print/Signature/Level
  • Responsibl~ Engineer Review:.

Acceptable: Y~s r81 No D (Detailed VT-1 Examination Required Attachment 7.3)

~* . *. **.. **. IP-RPT-tS*00063 .. REV.O.**. IP3 ASl\\'1ESection XI,(wL Concrete Containment Inspection for 2015.*. **.**. FORMVT~3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION .. STATIQN/UNIT:** IPEC/!ndlianPoint No. 3. COMPONENT NO.: ___ .. vc i*** __ .. "c..... -_30 ZONENo: 006 No. Comment. Initials augholeS through~tit, cracking due to shriqkage, lea~hing, s~aling, spalling and pop outS.~ all minor and previously identified*. 2 Vertical cracks 5' long and 3~5' ofc between El.133; and Et. 138' previously identified with no significant changes. 3 Small pop out, 2" diameter, at old scaffold point with 6" long leaching stain at El. 133 *just to right of hatch, *.*

  • 4 Small popout, 2"~ia. O~ right side with no leachlng.

~** .1. 5 Small void nt El.143' approx. 2"dia. Just right of hatch centerline. Depth-I". ~-**.***

IP-RPT-15-00063 REV.O

  • CONTAINMENT INSERVICE INSPECTION RECORD OF VT *3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3..* Interval Perlc>d: 2ru1/1 51 l~soectioo.. Inspection Report No.: IP3-15-IWL--001.
    • . C~mponent No:.VbC-31 Zone No:. 001 Drawi11g No.: *ISl*IWL-001
  • Descrlptlon: _..... E

... I.._. 1.._4.... 8.._' --=El.......... 1a... a.... * -_.------- Work Order No: 52493146 Equipment Used:

  • Celestron Giant 20ic80 Binoculars.

Limitations: Accessible areas ontx RI NRI NI NIA .* *.Comments Recording Condition Leaching or chemical attack D 0 123 0 Abrasion or erosion deQradatlon D 0 123 0 Pop ouls*~nd voids 0 l&1 0 D

3.

Scaling D 0 ~ 0 Spalls 0 l&1 0 0 1,4. Corro.sion staining on c0ncrete surfaces 0 D 181 0 Cracks D l&1 D p .1 ecposed reinforcing s,teel.. 0 D 123 0 Deteriorating of concrete coating, if applicable 0

o. 0 181 Excessive corrosion of the exposed embeclded metal 0

D l&1 D surfaces Detached embedment or loose bolts.. D D 181 0 Other (bugholes, honeycombing) 0 - l&1 0 D 1 \\1"111e: ::ixe1cnes or p1c1ures may oe auacnea 10. cramy 1nspec11on areas anc 1ocauon~.J Examined By: J. Ruch r M H . Date: llM~. Examine~ By: R. Latortuel~ate:bMl41' Print/Signatu.re/Level v Print/Signature/Level _Responsible Engineer Review: Acceptable: Yes 1'81 No D (Detailed VT ~1 Examination Required Attachment 7.3) Comments:_._...... """"'"""""'""""""-=-=-=-................__~_,.....,_~----~~_,..~--

IP3 ASME Section X:I, IWL Concrete Containment Inspection for 2015 . FORMVT-3C .* CONTAINMENT INSERVICE INSPECTION RECORD.OFVT - 3 /GENERA~VISUAl.. EXAMINATION. ..

  • STATION/UNIT: IPEC/lndian Point No. 3

. COMPONENT NO.=-----*... v.... c.... c.....

  • ~--3..... 1_. ----
      • ZONENo:
  • 001 No.

Comment Initials I Vertical and patten! crocking, numerous bugholcs, orelis of discoloration and joint spoils... nil minor /}(. and nil previously identified. Diagonal cold joint, approximately 9' long, with a section of spalling, approximately 4' long 2* (previously identified with no significant changes)~ Indication previously labeled as jll spalling appears k> actually be exposed aggregatesihoneycombing. Located n~r center of zone from El. 163' to El.168'. See photos Zt-05 and Zt-OSA. 3 N.umerous I" diameter voids, roughly W' deep, without rust or sta.ning previously identified ~ with no significant changes. (prob~bly bugholes) 4 Joint spall with aggregate exposed (previously identified and couldbe referring to item #2). ?£.

  • .. - ~

'v..

LPEO IP-RPT-15-00063 I REV.O ~Entergy I Paee 116 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-148-001 Photo Zl-05

.Entetgy IPEC IP-RPT-15-00063 I REV.O I Page 117 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-148-001 Photo Zl-OSA

.E IP.BC IP-RPT-15-00063 I REV.O ntergy I Pn2e 118 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2n<111s1 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-32 Zone No: _0.._0..... 2..__ __

== Description:== 

--=E'"""*..:..14 __ 8.._'_-..... E=l._.1...,6=8'"-' -------

Drawing No.: ISl-IWL-001 Work Order No: 52493146 Equipment Used: Bushnell 13-7016 Binoculars Limitations: Accessible areas only Recording Condition RI NRI NI N/A Comments Leaching or chemical attack D t8I D D 1 Abrasion or erosion degradation D D t8I 0 Pop outs and voids D t8I D D 4 Scaling D D t8I D Spalls D t8I D D 2 Corrosion staining on concrete surfaces D D t8I D Cracks D 181 D D 1,2 Exposed reinforcing steel t8I 0 D D 4 Deteriorating of concrete coating, if applicable D D D l8J Excessive corrosion of the exposed embedded metal D 0 t8I D surfaces Detached embedment or loose bolts D D t8I D Other D 181 D D 1,3 \\Note: ::iKetcnes or pictures may oe auai;i1t1t110 cianry inspecuon areas anc iocauons.J Examined By: J. Ruch 1.{JAI{ tfl.. Date: tWHb Examined By: J. Skonieczny/~"'7i~ate::J...JJi./b Print/SignatUre/Level Print/Signa re/Level Responsible Engineer Review: Acceptable: Yes t81 No D (Detailed VT-1 Examination Required Attachment 7.3) Comments: Vantage point: Turbine Building Roof N/E corner Date: ,J,, 11' --~7__.~,~------- Date:_1'....,h~2.:1=-+f..;;..<l '2ic..-__

e -::::::-Entergy I:i?EO IP-R.PT-15-00063 I REV.O I Pa1te 119 of 174 IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ __...v_..c...;;;;.c_-__ 3=2 __ ZONENo: 002 No. Comment Initials I Numerous bugholes, leaching an<l vcnicnl cracking - all minor and previously i<lentified. 2 8' long joint spall and cracking at El. 148' previously identified with no significant change. ¢ 3 Reddish discoloration in both zones 2 and 3 over an area of roughly 20'x90' (previously pl!. identified). 1" diameter pop out with exposed rebar and faint rust staining at El. 153'. This area was ~ 4 cleaned and prime coated but no finish coat was applied due to location over the main steam dump valves. See photos Z2-08 and Z2-08A.

e IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Page 120 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 t It 2009 Photo IWL-148-002 Photo Z2-08 2009 Photo IWL-148-002 Photo Z2-08A

IP*RPT-15;.00063... **. REV.O Pa e t:U of 174 IPJASME Section XI, IWL Concrete Containment Inspection for 2015 . :CONTAINMENT INSERVICl;. INSPECTION RECORD Of VT *3/GENERAL VISUAL EXAMINATION H Plant:IPEC-Unit3

  • .. lntenla1Pe~16cl: 2"d11st lnsoection Inspection Report No.: IP3-15-iWL~001.

..* *component.No: VCC-33 .Zone N9:..... o=o=3 __ _

== Description:== _ _.E=I..... 1.._4..,.8.._' --*=E.... I. __ 168==-'-*------- . Equipn'ient Used: .* Celestron Giant 20x80 Binoculars . Recording Condition Leaching or chemical attack Abrasion or erosion degradation

  • Pop outs.and voids.

.*scaling****** Spans Corrosion staining on eoncrete surfaces Cracks** Exposed reinforcing steel Deteriorating of concrete eoating,.. ifappllcable *.*. Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other

  • Drawing No~: ISl-IWL-001 Work Order No:

52493146 Limitations: Accessible areas only RI NRI NI NIA Comments D 181 D D 1 D D 181 D D D l2SJ. D D tJ 181 D D 181 D D 1 D D IZJ D D 181 D . D 1 D D 181 D 0 D D l8J D D ~ D D D i8J D 0 181 D D 1,2 .,,....,te: ;;11\\e11;11es or f)l'i\\U1es may De auacnea 10 \\Olctny inspecuon areas anc 1ocauons.} ~esponsible Engineer Review: Aeceptabte:

  • Yes 181 No* D (Detailed VT-1 Examination Required Att~chment 7.3)

Date:._~'-+L,s..31~r</J..,, _ _,____.__ Date:_q....,.,b=+'-'hb ____ _ I I

... *.*. :: * *.. o* IP-RPT-15-00063.. . REV. O

a:::QE.. *....----------------11

. Pa e 122.of 174

  • IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015

. ***.FORM VT...:3c... *... * :**

    • cbNTAlNMENT INSERVICE INSPECTION

. RECORD OF VT-3 /GENERALVISUAL EXAMINATION STATION/UNIT: IPEC /;Indian Point No. 3

  • .COMPONENT NO. :

VCC-33 ~------......... ------------- ZONENo: 003 No. Ce>mment 1 Numerous bugholes, lcaching, ~palling and cracking-all minor nnd pn:viously identified. 2

  • Reddish discoloration in both zones 2 and.3 over an area of roughly 20'x90' (previously*

identified}.

  • Initials

1P.:.RPT-tS-OOO<fa

  • . REV.O Pa e 123 ot 174 IP3ASME Section XI, IWL Concrete Containntent Inspection f~r 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT *3/GENERAL VISUAL ExAMINATION

.*. Plant: IPEC-Unit 3. Interval Period: 2il<l11 51 lnsoectlon Inspection Report No.: IP3-15~1WL-oo1 : . Component No:'vcc.34 Zeme N~:

  • 004
  • Drawing No.:
  • ISl-IWL-001 Descriptl~n:
  • **El. 148' - El. 168' Equipment Used: ** C~lestron Giant 2ox80 Binoculars Recording Condition.;,*
  • Leaching or chemical attack Abrasion or erosion* degradation Pop oi.its and voids Scaling * *

$palls Corrosion stainl.ng on concrete surfaces CrackS.. *** Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessiye corrosio" of the exposeg.embedded metal . surfaces* Detached embedment or loose bolts Other (bugholes)

  • Work OrdefNo: 52493146 Limitations: Accessible areas cmlv RI NRI NI NIA Comments D

l8J 0 D 1 D o* l81 D D l8J.*o* D 2 D l81 D D 1 0 l81 D 0 1 0 0 l81 D D l8I D D 1 D D l8J D D 0 D [81 D 0 l8J D* 0 D. l81 D D [8] D D 1.. /. . v-w1e: ;:il\\eu.;nes or pictures may oe auacrn:=u 10. cianry insp~on areas anc 1ocauons.1

  • . **. Examined By: J. Ruch I ~
  • * *
  • Date: 'f!tlrG Examined By: ~J.:..SS~k!:!!o.ll.'!ie~c~zn.!L!.:~~~=~ate: 41.. B'-H:.

Printl$lgnature/Level PrinUSign Responsible Engineer Review: \\

  • Acceptable:
  • Yes [81. No 0 (Detailed VT-1 Examination Required Attachment 7~3).

Date: _ __.,~~lt=',,...h....,,_. ___ _ Date:_* _... _qh,__t1..... t....... 1t:, I

. IP-RPT-15-00063.. * ... FORM VT-3C *.

  • **. CONTAINMENT INSERVICE INSPECTION
                • RECORD OF VT--31.GENE:RAL VISUAL EXAMINATION REV.O STATION/UNIT: IPEC i lndianPolnt No. 3 COMPONENT. NO. :_. ____ v __

c __ c_-...;;3-..4_*.;_.;....;...,...._ ZONENo: 004

    • No.

Comment. . Initials* .. 1 Numerous bugholes, cracking, leaching, scaling and spalling'-all minor and previo~ly identified. ~ 2 Two small pop ou!S,2" dia. each.at El. t 68 *. See photo Z4-10., pt( *. *

. :.. *~ :

IP-R.PT-lS.:00063 REV.O l(l3 ASME Section XI, IWL Concrete Conta_inment Inspection for 2015 . CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3

  • Interval Period: 2"d/1 51 Inspection Inspection Report No.: *.IP3-15-!WL*001.

Compqmmt No: VCC-35 Zone No:' 005 . -Description: ___ E=I.... 1... *48 ___ ' --*..-E-.l._.1...,68...,'.... .~ Equipment Used: Celestrori Giant 2oxao Binoculars m:tecording Coridition Leaching or chemical attack Abra.sion *or erosion_ degradation pop outs and voids.. Scali rig Spans Cqrroslon staining on concrete surfaces Cracks Exposed reinforcing steel* Deteriorating of cotic~te coating, If applicable Excessive corrosion of the exposed embedded metal surfaces Detaqhed embedment or loose bolts Other Drawing No.: ISl-!WL:-001. Work Order No: 52493146 *** Limitations: Accessible a(eas onlv... RI NRI NI NIA Comments D l8l D 0 1 0 l8l D 0 . 2.*.. D 181 D D

  • 1 D

181. D 0

    • 1 0

181 D D .. **** 1 ti.. 181 D D

  • . 3**

[] 181 D 0 1 D D f8J 0 D 0 D f8J D D 181 D D D 181 0 0 181 D 0 .. *1 (Not~: :>Ke.tcnes or prcture~ may oe adg 10 cramy mspec.uon areas anc 1ocauons.J Examined By: J. Ruch,.A,,J Date: t4Bdt: Examined Sy: R. Latortue f..~ate:.11.lhtJ/. .

  • PnnVSrgnature/Level.

Pnnf/Srgnature/Level Responsible Engineer Review:..

  • Acceptable:*
Yes 181.** No D (Detailed VT-1 Examination RequlredAttachment 7.3)

..:.=<=--'::.:.::~::;;,.c;oi-r:.a=~_._.-==-i......,,=.::~.... - Date: _ __..,;,_..11.... ' 1.,...h_, _____ _

  • ANH Review: Allan Schl~ffr o/.

... Print/Signature

  • .Date:._* -~..a+fn......,*,,,.....6 fee;.._. _ _
  • IP-RPT-15~00063 i..

Pa e 127 of 174 IP3. ASME Section XI, IWL Concrete Containment Inspection for ~015.* . FORMVT-3C CONTAINMENT INSERVlCE INSPECTION _

  • _

RECORD O_F VT - 3 /GENERAL VISUAL EXAMINATION. STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO.:_* __ ..,;;;v..;:oc,..c_*---=3=5 __ ZONENo: 005 No. Comment 1n1ua1s I .. Bugholes throughout, cracking duet~ shrlnkngc, leaching, scaling, spoiling, and pop outs,.- all minor 1 ~n~ previously identified" 2 .Large areas of pitting/abra..~ion with exposed aggregate above FSB 5' x S" (previously f';( ... i4entified With no significant changes). 3 Visible rust stains* from cage ladder support (previously identified). ?<*.

. CONTAINMENT INSERVICE INSPECTION RECORD OF VT*3/GENERAL VISUAL EXAMINATION Plant: IPEC,.. Unit 3

  • Interval Period: 2"d11s1 lnspection Inspection Report No.: *1P3-15~!WL-001
  • .* Component No:. VCC-36 *** ***Zone No: _o.,..o... a __ _

Drawing.No.: ISl-!WL-001 *

== Description:== ...,.._,E..,.1.,__1...,48 .... '_..:.._.e...,1."""1...,.a.... a*_, Work Order No: 52493146 Equipment Used:,

  • Celeslron Gjant 20x80 Binoculars.

Limitations: Accessible area§ only Recording Condition. RI NRI NI.,. NIA Comments L~achll'lg or chemical attack D l8I D D

2 Abrasiori or erosion ~egradation. '

D D l8I D Pop outs and voids D 181 0 D 3 Scaling D 0 l8I D Sp;alls D l8I D D

  • 1
  • Corrosion staining* on concrete suifac~s D

0 l8I D Cracks* D

  • l81*

D 0 1 Exposed relnf orclng stiael D D l8I D Deteriorating of concrete coaling, if applicable D .. [j D 181

  • .. :=,

Excessive corrosion of the exposed embedded metal D .. D l8I D surfaces Detached embedment or loose bolts D 0 {8J D Other (bugholes) 0 181 D D 1 \\l'lote: ~Ketcnes or p1ctur~ may oe aJtacnea 10 c1anry mspecuon areas an~ 1oca11ons.) Examined By: J. Ruch,*~/){. Date: b~,.4~.Examined By: R. bato~ue f&oate:~ht;,, Print/~ifii;;1ture/Level

  • Print/Signature/Level Responslble Engineer Review:
  • *
  • Acceptable:

Yes ~ No 0 (Detalled VT-1 Examinati~n Required Attachment 7.3)

  • Comments:_...,......,=='-=="'"""'-='-'-"'....._._..................,,..,,.....-=..._---------.-----~

. IP-RPT-1"5-00063. REv.o.*. FORMVT--3C ....... *.. *.*... CONT,t\\INMENT INSERVICE INSPECTION. .

  • RECORD.OFVT - 3 /GENERAL VISUAL EXAMINATION

'.*STATION/UNIT~ IPEQ/ Indian Poi~tNo~ 3 COMPONENT NO. : ________ vc __ c __ -_3 __ 6 _____ ___ >ZONE No: 006 No.

  • Comment Initials I

Numerous bugholes, vertical cracks (some greater than S' long), joint/pattern cracking and ~ spallirig::"" aUminor and previously identified. . Areas of pattern discoloration, possibly from pattern cracks that opened during 2 pre~urization or containment releasfog calcium and then closing (previously identified with pl. no significant changes). 3 Min~rpop o~ts.(less than 3dia. and l" deep) and small diameter voids (deeper than the fo( typical bughole). Condition reinnins unchanged from previous inspections. v

IP-RPT-15-rioo63 **.*

  • *.IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMEP,ITINSERVICE INSPECTION RECORD OF VT~3/GENERAL VISUAL EXAMINATION Plant: * !EEC,.,. Unit 3 lnte,,;_~1 Period:. 200/1 51 Inspection..
  • Inspection Report No.: IP3-15-IWL-001

. *.*. component No: VCC-37 *.. *

  • Zone No:* __,0=0:..:..1 __ _

<Description: *_.. E ... I.._. 1.-6=8._'* --***=E..,.i..... 19=3._' _______ _ Equipment Used: Celest~on.Giant 2oxao Binoculars Recording Condition*

  • Leaching or chemical attack Abrasion or erosion degradation
  • Pop outs and voids

. / Scaling .spans Corrosion staining on concrete surfaces. * *. Cracks Exposed reinforcing steel Deteriorating of concrete coating; if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other (bugholes) *

  • Drawing NQ.:

ISl-IWL-001 Work Order No: 52493146 limitations: Accessible areas only RI NRI. NI N/A. comments D 181 D D 1,3 D D r8l D D 0 181 D D D l8J D D 181 D D 2 D o* [8] D D l8J q D 1,2,3 D D. 181 D D D D 181 D 0 181 D 0 0 181 D D 181 D D 1

  • .. "uie: <:>Ke11,;11es or p1c1ures may De a~

10 c1amy mspecuon areas am 1oca11on~.J ~

    • Examined By: J. RUch I ~

Date: /;Q/l[t? Examined By: R. Latortue 'fl..

  • ate~/.

z..

  • Print/Signature/Level Print/Signature/Level.

Responsible Engineer Review: Acceptable: Yes *rgi No D (Detailed VT-1 Examination Required Attachment 7.3) Conime11ts: Vantage ooint: SHB lower roof * * *

  • IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORM VT - 3C *..
  • .. CONTAINMENT INSERVICE INSPECTION

.. RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPE.C / l11c:tianPoint No, 3 COMPONENT NO. :_ vc __ c"'-'"--".""""'"'37._.* ------ . **... ZONE No:

  • 001 No.

Comment Initials 1 Numerous bugholes, crocks, areus of discoioration, and leaching - all minor and previously identified. Ji(.* 2 Joint cracking with spalls. some exposing aggregate (previously identified-with no pf 'significant changes). 3 Leaching from multiple tight vertical cracks originating from joint at El. 193 '. See photos Zl-06 and Zl,.07. \\

e IPEC IP-RPT-15-00063 I REV.O -- Entergy I Page 132 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-168-001 Photo Zl-06 2015 Photo IWL-168-001 Photo Zl-07

IP.BO IP-RPT-15-00063 I REV.O ~ ~ Entergy I Page 133 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVlCE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2nd/1 51 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-38 Zone No: _0 ...... 0 ..... 2 ____ _

== Description:== 

--=El"'",..-168=-' ---=E=l._.1.:::.93~*-------

Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other (bugholes, aggregate) Drawing No.: IS!-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only RI NRI NI N/A Comments D 18] D D 1 0 - D 18] D D 18] D D 3 D D 18] D D 181 D D 2,3 D D 18] D D 181 D 0 1 D D 18] D D D D 18] 0 D 18] D D D 181 D D 18] D D 1,4,5 v"ote: :stcetcnes or pictures may De attacneu to ctanry 1nspec11on areas anc 1ocauons.1 Examined By: J. Ruch/~ Date: ~hb Examined By: J. Skoniecznv2f;~&ate: 9-f'- fb Print/Signature/Level Print/Signa e/Level Responsible Engineer Review: Acceptable: Yes 181 No D (Detailed VT-1 Examination Required Attachment 7.3) RE Signature: R. Drake I . Date:_..... __ ~.z;._---- Prin tu re/Level Site Level~Review: Victor Dittrich/~~~ Lttl( -:Mt:> '"" PrinVSignature/Level.. ANH Review: Allan Schiaffino/ ~ . ;kl!) Print/Signature Date:. _ _...9.'-#"b....,'+J.... 14L.-__ 7 I Date:_~1..p:./zz~p;...,L.<e __

e ~ Entergy IPSO IP-RPT-15-00063 I REV.O I Page 134 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : ___ v __ c __ c_-__..38......__ __ _ ZONENo: 002 No. Comment Initials 1 Numerous bugholes, leaching, nnd vertical crocking - nll minor and previously identified. ~ 2 Vertical joint spall, approximately 3" long, at El. 178' (previously identified with no pl( significant changes). 3 Partial spall/pop out of grouted area, approximately 3" x 2" x Y:", at El. 183' (previously j)f(. identified with no significant changes). See photos Z2-09 and Z2-09A. 4 Reddish discoloration in both zones 2 and 3 over an area of roughly 20'x90' (previously ~ identified). 5 Exposed aggregate over length of seam at spring line ~

  • M

e IPEC IP-RPT-15-00063 I REV.O ~Entergy l Pae:e 135 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-168-002 Photo Z2-09 2009 Photo IWL-168-002 Photo Z2-09A

  • IP.EC

.

  • IP-RPT;.1$--00063 Pa e 136 of 174
  • IP3ASl\\1E Section XI, IWL Concrete Containment Inspection for 2015.*.

. col'<Q'AINMENTINSERVICE IN:SPECTION RECORD OF.VT-3/~ENERAL VISUAL EXAMINATION. Plant: JPEC _; Unit 3 Interval Period:* 2"d/1 51 Inspection Inspection Report No.: IP3-:-15-IWL-001 . f::omponent No: VCC;,39.

  • Zone No: _0=0=3-....... _ _.._

== Description:== __ E __ t....... *..... 16.... 8._' _-... E...,L..... 1..... 93"""'------- Equipment Used:

  • Celestron Giant 20x80 Binoculars
  • Recording Conditiqn**

Leachiflg or chemieal attack Abrasion or erosion degradation Pop oqts C;lnd voids. Sc;;tling.* SpaHs* Corrosipn staining on concrete surfaces Cra~ks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment ot loose bolts Other. Drawing No.:. ISl-IWL-001.

  • Work Order No:

52493146 Limitations: Accessible areas only. RI NRI Nf NIA . Comments D 181 D D - 1 D D 181 D D o.*. 181 D D D 181 D' D 181 D D 1 D D 181 D D 181 D 0 1<.***.. D 0 181 0 D D D 181 D D. 181

o.

[] D 181 D D 181 *** D D 1,2 \\t'<<ne: ;;;il\\e1i;;ues or p1cwres may oe auac1n::u 10 c1amy inspecuon areas am 1ocauons.1 Examined By:. J. R~ch ! ;eAIJ(.. Date: 'l/Jp(, Examined By: J. Sko~iec~nv {)zr(- :::- a_~te: ct'-~ Print/S1gnature/Level.. Print/S1gnati.tfe/Lever. Responsible Engf neer Review: Acceptable: Yes 181 No D (Detailed VT-1 Examination Required Attachment 7.3) Lrlt Date:. __ ~_h ......,,...,_.h...... '......

  • __ _

Date:* t:t#1p4'

"~,.;........j~-------

IP~RPT-tS..:09063 REV *. O. . IPJ ASME Section xi, IWL Concrete Containment Inspection for 2015. .. FORMVT-3C ..*. *.*~eco~g~~A~~~~~~~~~r~~~f[~~~~ATION . STATION/UNIT: IPECllndian PointNo. 3 COMPONENT NO. : ______ .. """v=c=c_*--=3=9..----"-__. ZONENo: 003 Comment

  • Initials 2

Reddish disctSlofution in both zoll~s 2 and 3 over an area of roughly 20'x90' (preViously . identified). '¢..

IP*RPT-lS-00063. .. 1~3 ASME Sedion XI, l\\VL Concrete Containment Inspection for 2015 .. *.*.. * * *.... * * * ** * *.C(JNT~INMENr l~si;R\\Jtce INSPECJION RecoRo:oF VT -3/Ge~_EReJ- \\i1suAL ExAM1NP.r10N . Plant: IPEC.:.. Unit 3

  • Interval Period: 2"d11st Inspection lnspeCtlon Report No.: IP3-15-IWL~Of

(:omponent No;* VCC"'40 Zone No: __ o=o-4 _____ _ Drawing No.:. !SHWL~oo1. OeS~fiption:.. *... El. 168' ~ El. 193' Work Order NQ: 52493146 Equipment Used: Celestr,~n Giant 20x80 Binoculars. Limitations: Accessible areas only....

  • , Recording Condition RI NRI NI N/A

< Comments

  • Leaching or chemical attack D

l8I D D 1 *. Abrasion or erosion degradati~n D D [8J D Pop outs and v9ids

  • D D

[8J D Scali~g D l8I D D 1 Spalls* D 181 D D 1 Corrosion staining on concrete surfaces.*.

  • .~

D 0 [8J 0 Cracks D 181 D 0 1 Exposed reinforcing steel..... *... D 0 l8I D Deteriorating of concrete coating, if applicable D D D l8I Excessive corrosion ofthe exposed embedded metal surfaces D D 181 0 Detached embedment or loose.bolts D D 181 D Other (Bugholes, discoloration) D 181 D D 1,2~3,4 tNoce:. ~... e11;11es or plClures may oe auacnea 10 c1amy mspecuon areas anc rocauons.J Examined By: J. Ruch 1.##f **

  • Oate: 'i/7pt;; Examined By: J. Skonieeznv~T ~Date: <t*'(-1 G *.

Print/SignatUtellevel Print/Signa re/L?vel Responsible Engineer Review:

  • Acceptable:

Yes 181 No 0 (Detailed VT-1 Examination Required Attachment 7.3) Comments:_................ """""'......................................... ~;:=-o---,.--~~---~------------~ Date:

  • t/" l!J.

I. Date: qkz/l~ f

FORMVT-3C * *.*. * ..* tjONTAINMENT INSERVICE INSPECTION..*...,* RECORD OF VT -3 /GENERAL VISUAL EXAMINATION

  • STATION/UNI+; IPEC / lndianPoint No. 3 COMPONENT NO. :.,....* ____.,...v __ c __ c_-...... 4.....

0.,..* --- ZONE No:. 004. No. Comment Initials 1 Num"rous b,ugholes. cracking, leaching, scaling and sp~lling-all minor and previously identified. ~ 2 Exposed aggregate, approximately 8" x 4" area, at El. l 73 '. f£*** 3 Two small dark repaired areas near left side of zone at El. l 78' and 183 '. ll< j)ll.. 4 Ma ofhigb concelltrati<ln of large bugholes between El. 183' and 188'. /

IP-RP'l'-15-0006~ *.*'

  • *.. 11>3 ASME S.cclion XI, lwL Concrete Containment Inspection for 2015

. *.*CONTAINMENT l...,SERVICE INSPECTION RECORD OF VT *3/GENERAL VISUAL EXAMINATION Pl~ni: JPEC ~Unit 3 lnte~alPerlod: 2".d11st Inspection Inspection Report No.: IP3'-15-IWL-001

  • . **.. Component No: VCC-41 * *
  • z~ne N~: *... o=o=s--..,..
  • Description:
          • El.168' - El.193' Equipment *Used:

Celestron Giant 20x80 Binoculars.

  • > ** ** Recording Condition Leaching or chemical attack.*

Abr(islon or ero5ion degradation Pop outs and voids Scaling Spalls .*Corrosion. staining on concrete surfaces Cracks EXposed reinforcing steel

  • Deteriorating of concrete eoating, ifapplicable
  • Excessive cor.rosioil of the exposed embedded metal surf aces Detached embedment or loose bolts Other (bugholes)

' 'Drawing No.: ISHWL-001 Work Order No: 52493146 Limitations: *.. *Accessible areas only RI NRI NI N/A Comments D 181 D D 1,8 D D 181 D D D 181 D D (81 D D 2 D 181 D D 2,4,5 Cl 181 [] D 3,7

  • o 181 0

D 2 D D (81 0 D D D 181 D D 181 0 D 0 rgJ 0 D 181 D D 1,6 .. \\Noie: ~Ke,..... es or pictures may ue anacner;1 lO. c1aniy inspecuon areas ana 1oca11ons.7 ~amined By: J. Ruch I 'K./lf

  • Date: k"M?f6 Examined By: B.Latortue 'll.~.Oate:/1JMMJ6 Prinl/Slgtrafuli/Level Print/Signature/Level Resp()nslble Engint!er Review:

Acc;eptable:. .. Yes 181.* No 0 (Detailed VT-1 Examination Required Attachment 7.3)

  • Comments! Vantage point: 95' hill.

REV~O

  • .* Pn e J4l-of. 174 IPJ A~ME Section XI, IWL Concrete Confainm~ni Irisp~ction for 1015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION.*

.*.*... RECORD OF VT-.. 3 /GENERAL_ VISUAL EXAMINATION STATION/UNIT: IPEttlndian Point f\\Jo. 3

  • . ** * *zoNE-No:. *. oos COMPONENT NO. : ___._vc_c __ -_.. _41 ______ _

No. Comment

  • *.Initials 1 **...,'

N(}t asm<)oth surface~ aggregate c~poscd due to originalvibratio~ issul!S and non-active leaching. Ji( Conditions. remain unchanged since previous inspections. 2< Minor spalling, p~ttem cracking, joint cracking, and scaling throughout component .. /K (previously identified). 3 Line of nist sp~ts and staining between El. 168 *.and El. 178' (previously identified with no

      • .fl.

significant changes). A* Small spall, approximately i'x 3" x* W' deep, al Et. t 70'. .... ;t 5 Small spall, apprmdmately 1 w* x I.. x 1/8" deep, at El. 183'. jK /I( 6 High concentration ofbugholes in row at El. 168'-173'. See photo ZS.OS. 7>*** Ru5t slairling fro11fplant vent dt1ct supports ft 8 Leaching from tight cracks along dome line at EL. 193' appears inactive~ See photo ZS.06. ~ ~.

  • ~'1*>"'

fl IPEC IP-RPT-15-00063 l REV.O ~Entergy I Pae:e 142 of 174 i IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-168-005 Photo Z5-05 2015 Photo IWL-168-005 Photo ZS-06

. IP-RPT-15*00063.* 'REv.o** IP3ASME Section XI, IWL Concrete Containment lnsp~tion for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant:. IPEC-Unit 3 lntenlal.Perlod:. 2nd/151 Inspection Inspection Repor:t No.:* IP3-15-IWL-001 *

  • t:omponent No: VCC-42

. Zone No:. 006 *

  • Drawing No'.~ ISl-IWL-riOt *.

. OescriJ>lion:*.. --=EI.,._..... 16...,8"-'*_--=E=l.'-"'1=9=3'__.._._ ____ _ Work Order No: 52493146 *

  • Equipment Used:
  • Celestron Giant 20x80 Binoculars Limitations: : Accessible areas oi'!ly Recording Condition.

RI NRI NI NIA Comments Leaching or: chemical attack 0 !&I 0 0 1,2,6 Abrasion or erosion degradation D D r8J D y Pop outs and void~ **

  • d

!&I D D 2,3 Scaling.* tJ D r8J D Spalls. D 181 D D 2.4 Corrosion staining on cancrete surfaces. D D '181 D Cracks** 0 !&I D D 1 *... Exposed reinforcing steel D D 181 D Deteriorating of concrete coating, if applicable D D D 181 Excessive corrosion of the exposed embedded metal

o D 181 D

surfaces Detached embedment or loose bolts [] D !&I D Other (bugholes) D 181 D *o

  • .
  • 1,5 Examined By: *x.:J *..:..R~u~ch~* ~~~..;._-* Date:~//& Examill~d By: R. Latortue~ate"4llifi/&>14 Print/Si nature/Level PrinVSignature/Level

. ~Nou11: ;;:i11e1cnes,or P*.ct~res. may De auacnea to c1anry mspec11on areas an~ M<.auons,J Responsible Engineer Review: Acceptable:*

  • .. *Yes r8I fllo D (Oetailed.VT-1 Examination Required Attachment 7.3).

REV.O > IP3 ~SME Section XI, IWL Concrete Containment Inspection for 2015

  • .. FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF Vr ~ 3 /GENERAL VISUAL EXAMINATION
  • .. STATION/UNIT: IPEC/ Indian Point No.*~

ZONE No:

  • 006 COMPONENT NO'. :...,..-..___~V-==C..:C-..:......:.,..4:.::2..:.,... _ __.._

No. Comment Initials 1 Nu111er0us bugholes, leuchiog, puttein arid vertical cracking"" all minor and previously identified.*. JI( Pre-emergent "incipient" spall, approximately 9" long arc, with teiiching and small pop outs #.*. 2 surrounding the are~ (previously identified with no significant change).. 3 Several 1 '; diameter voidstpop outs near right edge of zone (previously identified with no ~**:* significant change). 4 Arel} of spalling over 2\\long on fonn joint (previously identified With no significant change).

  • ~***

5 Exposed aggregate due,to loss of cement matrix from original over vibration, rotighly 3'. JI.*.. *.* long (previously i<lentified with. no significant change). ~ .~* 6 Moderate leaching from dome spring line \\ _;)

IP-RPT~lS-00063 REV.O

  • IPJ ASME Section XI, IWL Concrete Containment Inspection for 201S.*.
  • CONTAINMENT INSERVICf! INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION
  • Plant: IPEC-Unit 3
  • lnte..VarPeriod: 2"d/181 Inspection Inspection Report No.: IP3~15~1WL.:001 cofu~~nent No:.VCC-43 * *. Zo~eNo: _o;::;.;0,.,.1 ____ _

~- Drawing No.:. ISl-IWL-001.

== Description:== ___,,.-D=o=rn=e=------"-------------- Work Order No: 52493146 Equiprrient Used:

  • Celestron Giant 20x80 Binoculars
  • limitations: Accessible areas only
Recording cC>nditiori RI NRI NI N/A

.. Comments Leachlrig or chemical attaCk D [81 [J D 1

  • Abrasion or erosion degradation D

D [81 D P()P outs and voids* D [81 0 0 . 1 scaling 0 D f2I D Spalls D [81 0 D 1,2,5,7 Corrosion staining on concrete surfaces 0 D f8I 0 Cracks I D [81 D D 2~11 Exposed reinforcing steel D D [81 D D~te~orating of concre.te coating; if applicable D D

0. [81 Excessive corrosion of the exposed embedded metal
  • 0 0

[81 D sui'faces. ~* ~~*,:._, .-~ /',* Detached embedment or loose bolts* 0 D r81 D Other (bugholes. exposed aggregate)*.. D r81 D 0 1,3,4,6,8,9, 10 _ tNote: _0K~1cnes or pictures may oe 'Lea to c1amy tnspec~on areas anc 1ocauons.} .* f~ Examined By: J. Ruch/ M: Date: 6Y..t¥fi6 Examined By: R. Latortue.. ate:.1Jdz6/. Pfint/Sidftature/Level Print/Signature/Level

  • Responsible En$1fneer ~eview:

. Acceptable.: Yes [81 No 0 {Detailed VT*fExamination Required Attachment 7.3) Date: *

  • 9/t, /I'

...,-...,-~7,...._7.,.....:;._~--~ Date:--._*~r+-=-i'Z1-=+p'--=k-* _

< f Pl ASME Section XI, IWL Concrete Containment Inspection for 201$

  • .. **. FORM VT-3C

.*** * /CONTAINMENT INSERVICE INSPECTION

  • RECdRD OF VT-3 /GENERALVISUAL EXAMINATION '

STATION/UNIT: IPEC /Indian Point No. 3 ZONENo:.* *001 COMPONENT NO. :__,,,...__....,.......v""'c.... c..... "'.""__,4....,3 __ No *. *

  • 1 I** :2 4

5 6; 7 8 . Comment Initials Numerous bugholcs; leaching, lo.calizcd spoil areas, joint spalls with exposed aggregate and pop outs~

    • ~.

all minor and previotislY identified. f'f * *

  • HoriZontal cracks with spalling and a diagonal crack, approximately 3 '*long, with spalling (previo\\)Sly identified with no sigrii~cant changes).

Exposed aggregate, 12** x 4" area, located 2 panels down and 1 to the right from the left lightning arrestor. Expo~ed aggrega,e, 10;' long x 2wide {at widest location), located.S'~l4'h row.down and third ()Ver from. le~ bor()er. Indication appears to be rrom original construction form work. Spall, approximately 3 d.iameter x.%" deep, located gth row down and 7111 over from tefi border. Two adjacent areas of'.exposed aggregate, approximately 12" x 4" and 9 x 2", located 5

  • panels up from spring line and 7 panels over from left border. See photo Zi-08. This photo represents a typical condition.

Potenti~l. future spaU, approximately 4" x 3" area, located 4 panels up from* spring Hne and 9 over from left border in t~p left comer of panel. Exposed aggregate, approximately 2' x 2" diagonal, located 2 panels up from spring line and 6 over from left border. flt ~**

  • ~*

P'-...

  • ~

Exposed aggregate, approximately 6" x 8 area, located 2 panels down and *5 over from left 9 border. pll 10 Exposedaggregate, approximately 12" x 8" area, located I panel down and 5 over from right borde~. 11....

  • Verticafcracking in first 1.;.2 rows is more pronounced possibly due to staining. Cracking is more visible towards the right side.

A LPEO IP-RPT-15-00063 l REV.O , -==~ Entergy I Pa!!e 147 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-001 Photo Zl-08

Ill IP-RPT-15-00063 I REV.O IPEO ~ Entergy I Paee 148 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3 Interval Period: 2"d11s1 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-44 ZoneNo: -""'00=2=---~

== Description:== 

--=D=om-..;.;:;.e _________ _

Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only RI NRI NI N/A Comments D r8I D D 2 D D r8I D D D r8I D D D r8I 0 D r8I D 0 3.4,6 D D r8I D D r8I D 0 2,3,4 D D r8I D D D D r8I D 0 r8I D 0 0 IZJ D 0 IZJ D 0 2,5 {Note: ::>Keu;;nes or p1c1ures may oe auacnea 10 carny tnspecoon areas am tocaoons.J Responsible Engineer Review: Acceptable: Yes IZl No 0 (Detailed VT-1 Examination Required Attachment 7.3) Date:_-..£,!/.µ../~'h~'---- I Date:._1'""-+h.:;;.;t."1+..:.P-=k __

A ~ Entergy IP.EC IP-RP'f-15-00063 I REV.O I Page 149 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ _...;;v_;;:;c;..;;;;c_-_4._.4 __ ZONENo: 002 No. Comment Initials I See photo Z2-10 for general view of dome in zone 2. /,f 2 Numerous bugholcs, leaching and v1:rtical cracking - all minor and previously idcntifo.-d. ~ 3 Cracking and spalling with exposed aggregate at cylinder to dome interface (previously ~ identified with no significant changes). 4 Joint cracking and spalling with exposed aggregate over IO' long section at El. 198' /,( (previously identified with no significant changes). 5 Exposed aggregate, approximately 6" x 8" area, located 3n1 row up and 2nd panel over from fl( left boundary. See photo Z2-11. 6 Joint spnlling and separation near lightning arrestor. See photos Z2-J2 and Z2-12A. pl(

a IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Pa2e 150 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-002 Photo Z2-10

A IPEO IP-RPT-15-00063 I REV.O ~Entergy I Pa!!e 151 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-DOME-002 Photo Z2-11 2015 Photo IWL-DOME-002 Photo Z2-12

IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Paee 152 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-002 Photo Z2-12A

a IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Pnee 153 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC-Unit 3 Interval Period: 2"d/1s1 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-45 ZoneNo: _0_0~3....._ __

== Description:== 

--=D=om=e _______ _

Equipment Used: Celestron Giant 20x80 Binoculars Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only Recording Condition RI NRI NI NIA Comments Leaching or chemical attack D IZI D D 3 Abrasion or erosion degradation D D IZI D Pop outs and voids D D IZI D Scaling D D l2SI D $palls D IZI D D 1 Corrosion staining on concrete surfaces D D [gJ D Cracks D [gJ 0 0 1 Exposed reinforcing steel D D [gJ D Deteriorating of concrete coating, if applicable D D D IZI Excessive corrosion of the exposed embedded metal D D l8J D surfaces Detached embedment or loose bolts 0 D l8J D Other 0 r8J D D 2 {Note: ::>Keccnes or pictures may ce ~ea 10 ctanry mspewon areas an<, tocauons.J Examined By: J. Ruch I~ Date: 'lh !tti Examined By: J. Skoniecznv~'r 9._.::._ Date: Cf~ Printls* 'fultUre/Level Print/Si nature/l'evel g Responsible Engineer Review: Acceptable: Yes IZI No D (Detailed VT-1 Examination Required Attachment 7.3) LtlT Date: t:/ Ju,'" ...:.:.>::.:.::.:......::;..:.:==-.....-,,__...._.tL.L..___.""""'w.zla:m::;::'--""""""=-- r I ANll Review: ~Allilla!!Jn~S~c:b.hi~affiffj1!]n0Ql/:_(.:~~~::==:B~[_ ___ Date: q/1-"11' fez Print/Signature I

a = ~ Entergy IP.EC IP-RPT-15-00063 I REV.O I Pn~e 154 or 174 IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 FORM VT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ __:.V..:C..:C_-......:4:.::.5 __ ZONENo: 003 No. Comment Initials l Cracking and spalling with exposed aggregate at cylinder to dome interface. fY!. 2 Panel at spring line bordering zone 4 is wavy and appears to stick out.

t See photos Z3*10 and Z3*10A.

3 General inactive leaching consistent throughout containment. fl!- See photos Z3-10 and Z3-10A.

  • EnteTgy IPEO IP-RPT-15-00063 I

REV.O I Page 155 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-DOME-003 Photo Z3-10

e IPEO IP-RPT-15-00063 I REV.O ~Entergy I Page 156 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-003 Photo Z3-10A

e IPEO IP-llPT-15-00063 I REV.O '=:::;.-Entergy I Pa2e 157 or 174 IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3 Interval Period: 2nd/1$1 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-46 Zone No: _o=o.... 4..__ __

== Description:== 

--=D=om=e _________ _

Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas onlv RI NRI NI NIA Comments D l8J D D 4 0 0 l8J D 0 0 l8J D 0 D 181 0 D 181 D D 1,2 D 181 D D 3 D [8J D D 2 D D 181 D D D 0 [8J D D 181 D 0 0 [8J 0 D D l8J D lN01e: ::;Ketcnes or p1crures may oe anai;i~tN to c1amy mspecuon areas anc 1ocauons.1 Examined By: J. Ruch I f>:f..§{ Date: '1/!Ac, Examined By: J. Skonieczny !2Si" ~ate:'!- ~' 1 C:. PrinVSignature/Level PrinUSlgna

  • re/Level Responsible Engineer Review:

Acceptable: Yes 181 No D (Detailed VT-1 Examination Required Attachment 7.3) Date: _ _.;.,..../t..... ',,...h..._, __ Date:_~_/z"'"""l1 /r--1{o I

A -=-Entergy XPEO IP-RPT-15-00063 I REV.O I Paa:e 158 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 FORMVT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : __ __:.v..=:;c..=:;c_-.....:4=6 __ ZONENo: 004 No. Comment Initials 1 Multiple small spalls at fonn joints approx. l" long x l" wide x I" deep ~ 2 Cracking and spalling with exposed aggregate at cylinder to dome interface (previously flt identified with no significant change). 3 Rust stains from lightning arresters (previously identified and all lightning arresters have

/(

been coated). 4 General inactive leaching consistent throughout containment. See photo Z4-11. fl/.

A IPEC IP-RPT-15-00063 I REV. O ~ Entergy I Page 159 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2'009Pboto IWL-DOME-004 Photo Z4-11

e IPEO IP-RPT-15-00063 I REV.O ~Entergy I Pat!ell,oof 11 ti IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION Plant: IPEC - Unit 3 Interval Period: 2nd/1 51 Inspection Inspection Report No.: IP3-15-IWL-001 Component No: VCC-47 Zone No: __ o __ o __ s __ _

== Description:== __ D om""""""e _________ _ Equipment Used: Celestron Giant 20x80 Binoculars Recording Condition Leaching or chemical attack Abrasion or erosion degradation Pop outs and voids Scaling Spalls Corrosion staining on concrete surfaces Cracks Exposed reinforcing steel Deteriorating of concrete coating, if applicable Excessive corrosion of the exposed embedded metal surfaces Detached embedment or loose bolts Other Drawing No.: ISl-IWL-001 Work Order No: 52493146 Limitations: Accessible areas only RI NRI NI N/A Comments D 181 D D 1,6 D 181 D D 5 D 181 D D 1,3,5,7 0 [8l 0 D 1 D 181 D D 1,3,4,5,6,7 D 181 D D 3,4,6,7,9 D 181 0 D 1,2,3,4,5,6 0 D 181 D D D D 181 D D 181 D D D 181 D D 181 D D 4,5 \\"'<lie; ~Ketcnes or pictures may oe a1racm:"' 10 c1amy mspecuon areas an~ 1oca11ons.1 Responsible Engineer Review: Acceptable: Yes 181 No 0 (Detailed Vf-1 Examination Required Attachment 7.3) ...-=..=~'"""'""'"'-....&..as-......~o:...:-....;-=:;.<1<~..._...- Date:._......,~,....../J;;;+,/t....,L--__ ~~~~~~::__ ....LL,::::.t.Q~- Date: ___ q,__/ZJ.....,h.__l fo=---- r *

-::::;;-Entergy LPEO IP-RPT-15-00063 I REV.O I Pal!e 161 of 174 IPJ ASME Section XI, IWL Concrete Containment Inspection for 2015 FORM VT-3C CONTAINMENT INSERVICE INSPECTION RECORD OF VT - 3 /GENERAL VISUAL EXAMINATION STATION/UNIT: IPEC /Indian Point No. 3 COMPONENT NO. : VCC - 47 ~----------~~~~~ ZONENo: 005 No. Comment lnltlals 1 First two rows of dome: Minor cracking due to shrinkage, pop outs, leaching, scaling and 11<. spalling - all minor, non-active and previously identified. See photo ZS-08. Vertical cracks 5' long and 5' o/c along the first row of the dome. This condition is ~ 2 consistent over the majority of the dome and previously identified with no significant change. See photo ZS-08. Third and forth rows of dome: Joint cracking, spalling, staining from duct support steel and 3 vertical cracks S' long and 5' olc - all minor and previously identified. See photo ZS-08. pl!_ Dark rust staining spot nt top of 3rd row. Steel not yet visible. See photo ZS-09. Fifth and sixth rows of dome: Joint cracking, vertical cracks, minor spalling, bugholes and JI<. 4 staining from lightning arrester-- all minor and previously identified. Area of abrasion below arrester. Seventh and eighth rows of dome: Joint cracking and spall approximately 5' long adjacent p 5 to duct support, spall areas less than 5" in size, pitting/abrasion, and bugholes - all minor and previously identified. 6 Ninth and tenth rows of dome: Leaching, pattern cracking, joint spalls, cracking, and ~ staining - all minor and previously identified. 7 Eleventh thru thirteenth rows of dome: Small spall areas, pop outs adjacent to duct and rust ~ staining - all minor and previously identified. 8 Steel cable rusting along a vertical joint (previously identified). Cable removed during fl. coating of vent duct. Six Yi" diameter pipe inserts sticking out approximately l" from containment with minimal ~ 9 surface corrosion. Approx. 15' from vent duct. All six were coated in 2009 to protect against future corrosion. See photos ZS-10 lhrough ZS-tOD. 10 See photo ZS-07 for general view of dome in zone 5. ~

A IPEC IP-RPT-15-00063 I REV.O ~Entergy I Page 162 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-005 Photo Z5-07

A IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Paee 163 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-DOME-005 Photo Z5-08 2015 Photo IWL-DOME-005 Photo Z5-09

AEnlelf?Y IPEO IP-RPT-15-00063 I REV.O I Pae:e 164 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2015 Photo IWL-DOME-005 Photo Z5-10 2009 Photo IWL-DOME-005 Photo Z5-10A

A LPEO IP-RPT-15-00063 I REV.O -::::;:-Entergy I Pa2e 165 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-005 Photo Z5-10B 2009 Photo IWL-DOME-005 Photo Z5-10C

e IPEO IP-RPT-15-00063 I REV.O ~Entergy I Page 166 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-005 Photo Z5-10D

_IP~RPT-1~00063 CONTAINMENT INSERVICE INSPECTION RECORD OF VT-3/GENERAL VISUAL EXAMINATION**--- Plant: HIPEC;,. Unit 3 _ _ l~t~rval Period: 2ru111~ 1 lnsoectioO lnspec!ion Report t4o.: IP3-15-IWL~o1 *.

  • -*-Component No:- vcc-4a***- _- Zone No: oos Drawing No~: 1s1-1wl..-001 Descrfptlon: ___....,.Do=m..,..e=-----------

Work Order No: 52493146 Equipment Used: Celestron Giant 20x80 Binoculars __ Limitatio.ns: Accessible areas only _---***.

  • Recording Condition RI NRI NI N/A Comments Leaching or chemical attack l8J 0

D D 1,. -- Abrasion or erosion degrad~tion 0 D r&l D Pop outs.and voids 0 O' [81 D Scaling-* 0 181 0 0 1 Spalls D 0 181 D Corrosion staining on concrete surfaces *** 0 0 181 D Cracks -.--**_ -*** D 181 0 D 1,2 Exposed reinforcing steer - 0 0 l8J D .Deteriorating of concrete*coatin!;J. If applicable D 0 0 r&l Excessiv~ corrosion of the exposed embedded metal __ 0 D r&l D surfaces Detached embeclment or loose bolts 0 D r&l 0 Other D r&l D D 1},'1. _ \\No1e: o:>K~1cnell or p1e1ures ms;_;;;;:Jjeu 10 c1an1y 1nspec11on areas ana 1ocauons.1. _ - _ _ _ _ If.~~ _ - Examined By: J. Ruch I Date: ~ Examined By: R. Latortue l ~Date'./IJl.DJI. PrinVS1gnature/Level Responsible Engineer Review: PnntlS1gnature/Level Acceptable! _ -- - Yes* 181 No 0 (Detailed VT-1 Examination Required Attachment 7.3) L*X: Date: __ tf ..... u-/..... lt..__ __ Date:_-_q..,_..h........ 1.,....../1_~-- J I

IP-RPT~l5~00063 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 .. _ -- FORMVT..:.3C - CONTAINMENT INSERVICE IN$PECTION RECORD OFVT.;. 3 /GENERAL VISUAL EXAMINATION --_- STATIONtlJNIT: IPECilndian PointNri. 3 COMPONENT NO. :_..,._..__..v.... c.... c_-.,..,.4=8 __ ZONE No:

  • 006 No.

Comment Initials 1 -- 2_ 3 4 Minor pattern cracking due to shrinkage, bugholes, leaching, shaling, and Spalling-all min~r. inactive, and previously identified. ---. Vertical cracking o~curs roughly s* long ands* ofc t1µ-oughout entire component _ (preyiously identified and no significant changes). Exposed aggr~gate, approximately IS' long, along joint previously identified as spaUing appears to just be a rough fonn edge. -Exposed aggregate, approximately 10' long, along joint previously identified as spalling appears to just be a rough fonn edge I __

IP-RPT ~ 15-00063 REV.O.. Pa c 169 of 174 IP3 ASME Section XI, IWL Concrete Containment Insp~ction for 201$ .*. *.

  • Plant: lf.!EC 1 Unif3.

Jnterval P~riod: -2°il/1st Inspection Inspection Report No.: 1p3;.15-1Wb-001. Component No: VCC-49 Zone No!..... o .... o..... 7 _ _..,.....,.. DrawingNo.: ISl-IWL-001

Description:

... _. *-*.:;D.... o"""m-=e_.:_....-....; _______ _ Work Order No:. 52493146 Equipm~nt Used:. None

  • Limitations:

See comments Recording Conclition. RI NRI NI NIA Comments 1* Leaching or ch~mical attack*** D [8J D D 2 Abrasion or.erosion* degradation

  • D 0 l8l D

Pop outs and voids D [8J D D 1 Scaling D D [8J D Spalls D D 181 o-Corrosion staining on concrete surfaces..

  • D l8l D

D

1...

Cracks. D l8l D D 1,2 Exposed reinforCing steel.* D D [8J 0 . Deteriora~ing of concrete coating, if applicable D D D [8J Excessive corrosion of the exposed embedded metal D D [8J D surfaces *

  • . Detached erri bedment or loose bolts
  • D D

181 0 .. Other D l8l D q 1,2 - \\Note: '11\\etcnes or p1c:wres may oe auacm~u 10 ciamy mspecuon areas anc 1ocam; ns.J Examined By: J. Ruch I 16{-/( Date: rh/t~ Examined By: J. Skonieczny at"t~ate: 9-e-J 6 _ Print/Signature/Level .*

  • Print/Siglia e/Level

~ Responsible Engineer Revf ew: Acceptable: Yes l8I No D (Detailed Vf-1. Examination Required Attachment 7.3) Date: 'IH&.h' *

  • ~-~,~~,

........... ---~ Date:_* ~~~~l#--'-'.hfa_..__

IP-RPT-15-00063 REV.O

  • Pn e 170 of 174 IP3 ASMlt Section. :XI, I\\VL Con~rete Co'ntninment Inspection for.2015...

FORMVT-3C CONTAINMENT lNSERVICE INSPECTION

      • ** RECORD OF vr-3 /GENERAL VISUAL EXAMINATION

. STATION/UNIT: IPEC/lndian PointN9. 3 COMPONENT NO. :_* ---*

  • .* _vc __ c"-* -_4_9_. *---

ZONE No:

  • 007 *..

No. Comment

  • Initials Tight radial criii:k.S adop of concrete pour arid cracks at circumferential constnictiori joints.

ConstructionJofois sloppy and rotigh with several pop outs ofpalchcd construction scaffold locations. pl(_ I

  • .Deficiencies: Rust,stains from lightning arresters, ring hand rail supports, and vent supports~ stains
  • not from cracks. All.steel inserts were coated in 2009. Other conditions remain the same.

See photos Z7.:01, Z7~02 and Z7-03 taken before coatinli of steel surfaces.*

  • Numerous bugholes, pattern cracking, and surface cracks with leaching ~ all minor and
  1. fl.',.

2 previously.identified. See photoi7-04. 3 See photo z1~os *for general view of top of dome before coating. fl!. S(!e photos Z7-0.6 and Z7-07 for general view of top of dome.after coaling.

IP-RPT-15-00063 REV. 0 ~ .Entergy LPEC Pa e 171 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-007 Photo Z7-01 2009 Photo IWL-DOME-007 Photo Z7-02

A IPEO IP-RPT-15-00063 I REV.O -- Entergy I Pa!!:e 172 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-007 Photo Z7-03 2009 Photo IWL-DOME-007 Photo Z7-04

e IPEO IP-RPT-15-00063 I REV.O ~ Entergy I Pae:e 173 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-007 Photo Z7-05 2009 Photo IWL-DOME-007 Photo Z7-06

  • Entergy IPEO IP-RPT-15-00063 I

REV.O I Page 174 of 174 IP3 ASME Section XI, IWL Concrete Containment Inspection for 2015 2009 Photo IWL-DOME-007 Photo Z7-07}}

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