ML12334A695
| ML12334A695 | |
| Person / Time | |
|---|---|
| Site: | Indian Point  |
| Issue date: | 04/29/2011 |
| From: | Richard Lee Entergy Operations |
| To: | Atomic Safety and Licensing Board Panel |
| SECY RAS | |
| References | |
| RAS 21566, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01 SEP-UIP-IPEC, Rev 0 | |
| Download: ML12334A695 (69) | |
Text
{{#Wiki_filter:United States Nuclear Regulatory Commission Official Hearing Exhibit NYS000174 Entergy Nuclear Operations, Inc. Submitted: December 16, 2011 In the Matter of: (Indian Point Nuclear Generating Units 2 and 3) ASLBP #: 07-858-03-LR-BD01 I"- Docket #: 05000247 l 05000286 C") o Exhibit #: NYS000174-00-BD01 Identified: 10/15/2012 "<t C") Admitted: 10/15/2012 Withdrawn: PROGRAM SECTION No. SEP-UIP-IPEC N Revision No. 0 o Rejected: Stricken: o Page 1 of 69 () Other: UJ a.. INDIAN POINT 2 & 3 UNDERGROUND COMPONENTS INSPECTION PLAN ENTERGY NUCLEAR ENGINEERING PROGRAMS APPLICABLE SITES All Sites: 0 Specific Sites: ANO 0 GGNS 0 fPEG I:2l JAF 0 PLP 0 PNPS D RBS 0 VY [J W3 [J HClN [J Safety Related: o Yes
~ No Program Section Revision Summary Current Description of Change Revision 0 New program section in response to NEI 09*14 for ~
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PROGRAM SECTION No. SEP-UIP-IPEC N o Revision No. 0 o () Page 2ol69 UJ a.. REVIEW AND CONCURRENCE SHEET Program Section
Title:
Indian Point Underground Comgonents Inspection Plan
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Reviewed By: Date: r/;;l Concurred: Responsib e SupervIsor 00 C") a
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PROGRAM SeCTION No. SEp*UIP-IPEC N o Revision No. 0 o () Page 3 of 69 UJ a.. REVISION STATUS SHEET SECTION PAGE NO, REV, Main Body 1 - 17 o Appendix A 18 - 51 o Appendix B 52 .. 56 o Appendix C 57 - 59 o Appendix D 60 o Appendix E 61 .. 62 o Appendix F 63 .. 64 o Appendix G 65 o Appendix H 66 o a> ('i') a
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N Revision No. 0 o o Page 4 of 69 () UJ a... TABLE OF CONTENTS A. PURPOSE .. ,........................................................................................... 5 B. BACKGROUND ...................................................................................... 5 C. t1EFERENCES ....................................................................................... 6 D. DEFINITIONS .............................................................................. ,. ........ 7 E. CORROSION OF METAL PIPE ............................................................ 8 F. CURRENT INDUSTRY EFFORTS ......................................................... 8 G. CURRENT ENTERGY EFFORTS ........... ,. ........ ,. ................................... 9 H. INSPECTION STRATEGY AND METHODOLOGIES ...... ,.., .................. 10 I. OPERATING EXPERIENCE ................................................................ 14 J. PROGRAM INTERFACES ..................................................................... 17 K. APPENDICES: ....................................................................................... 18 APPENDIX A: Piping Inspection Information ................................ ,. ....... 19 APPENDiX B: Tank Inspection Information .......................................... 52 APPENDiX C: Sump Inspection Information ......................................... 57 APPENDIX D: Drain Inspection Information ..... ., ................................... 60 APPENDIX E: CathodiC Protection PM Information ............................... 61 APPENDIX F: Component Inspection Data Sheet (Typical) ... ., .. ,. .. ,.,. ... 63 APPENDiX G: Integrated Schedule .., ...... " ................... ., ...................... 65 APPENDIX H: Program Drawings ......................................................... 66 a a""'" N""'C")" a a () w 0...
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PROGRAM SeCTION No. SEP-UlP-IPEC N Revision No. 0 o o Page 5 of 69 () UJ a... A. PURPOSE The purpose of this Program Section is to document the site's inspection plan for underground piping and tanks. The inspection plan development represents a specific commitment milestone in the NEI Industry Initiative that is due by June 30,2011. B. BACKGROUND Many nuclear plant systems contain one or more lines that are underground or buried. These systems may include safety and non-safety service water, circulating water, fire protection, diesel fuel oil, spent-fuel pool cooling water, miscellaneous radioactive lines, off-gas and yard drains. Many buried lines are coated or tape-wrapped with materials such as concrete, coal tar, asphalt-based materials, or epoxy. Although many of these lines were cathodically protected when plants were constructed, in many cases the cathodic protection system may not have been maintained or used consistently. The result is accelerated external degradation at locations where the coating has failed. Additionally, certain systems can be subject to internal corrosion as a result of microbiologically iniluenced corrosion (MIG) and other degradation mechanisms. Over the past several years there have been instances of inadvertent releases of licensed material due to underground and buried piping leaks from nuclear power plants. While none of these instances have threatened public health and nuclear safety or compromised environmental protection, public confidence in the safe operation of nuclear power plants has been affected and needs to be addressed. a""'" N""'C")" a a () w 0...
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PROGRAM SeCTION No. SEP-UIP-IPEC N Revision No, 0 o o Page 6 of 69 () UJ a... C. REFERENCES
- 1. NEI 07-07, Final "Industry Ground Water Protection Initiative Final Guidance Document". August 2007
- 2. "Buried Piping Integrity Initiative", November 18, 2009
- 3. NEI 09-14, Rev. 1 "Guideline for the Management of Buried Piping Integrity",
January 2010
- 4. "Underground Piping and Tanks Integrity Initiative", September 2010
- 5. Letter to !\lk William Borchardt, NRC Executive Director for Operations, titled "Industry Initiative on Buried Piping Integrity", dated November 20,2009
- 6. EPR! TR-'I 016456, "Recommendations for an Effective Program to Control the Degradation of Buried Pipe", December 2008
- 7. Entergy Procedure EN-DC-343, Rev. 2 "Buried Piping and Tanks Inspection and Monitoring Program", January 2010
- 8. Entergy Program CEP-BPT-100, Rev 0 "Buried Piping and Tanks Inspection and Monitoring", October 2009
- 9. Entergy Project Report "Guidelines for Management of Reasonable Assurance of Integrity for Above and Under Ground SSCs Containing Radioactive Material", September 2010
- 10. Engineering Report ECH-EP-1 0-00001, "Radiological SSC Groundwater initiative Risk Evaluation Criteria", June 2010
- 11. Entergy Project Summary Report - "Radiological Material leak Prevention to Groundwater of Above and Under Ground Structures, Systems and Components", September 2010
- 12. EPRI Report IR-201 0-409, "Inspection Methodologies for Buried Pipes and Tanks", June 2010
- 13. EPR! Report 1019115, "Buried Pipe Guided Wave Examination Reference Document", Oct 2009 14.1 P-SMM-EV-1 03, "Petroleum Bulk Storage Tank Program" N
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PROGRAM SeCTION No. SEP*UIP-IPEC N o Revision No, 0 o () Page 7 of 69 UJ a.. D. DEFINITIONS Buried Piping and Tanks - Piping and tanks that are below grade and in direct contact with the soil or concrete (e,g, a wall penetration or embedded in concrete). Cathodic Protection {CP} Tile application of a current to the outside sUliace of the pipe with the purpose of reducing tile susceptibility of exposed sections of buried pipe (exposure caused by coating deterioration, damage. or voids) to corrosion. The application of a low voltage residual current causes a shift (wi til respect to the anode) of tile electrolytic potential at pipe exposed sites and thereby places the pipe in a more protected, less corrosive environment. Direct Examination -- Examination performed so as to be capable of mapping and categorizing corrosion defects, Direct exam may include soil excavations thai enable visual testing (VT), and manual measurements [including: ultrasonic testing (UT), radiological testing (RT), pit gage] to be performed, Direct examination can also include "smart pigging", Indirect inspection - Inspection that provides information on the condition of an underground pipe remotely; from ground level or from an exposed section of pipe that is distant or remote from the pipe section of interest. Reasonable Assurance (RA) - Reasonable Assurance is obtained when an engineering evaluation (including Fitness--for-Service), indirect inspections. direct examinations, and remediation, if necessary. of underground components is performed, Such a combination of activities will provide a high level of confidence that the structural and leak integrity of the piping systems will be maintained, Underground Piping and Tanks -- Piping and tanks that are below grade and that mayor may not be in direct contact with soil or concrete', This includes piping and tanks that are directly buried and those that are embedded in concrete or located in underground concrete vauits, tunnels, or guard pipes.
- Note: NUREG 1801 (GALL-Rev 2) Section XLM41 "Buried and Underground Piping and Tanl,s" makes the following distinction: buried piping and (Y')
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PROGRAM SeCTION NO. SEP-UIP-IPEC N Revision No. 0 o o Page 8 of 69 () UJ a... E. CORROSION OF METAL PIPE As coatings become damaged as a result of holiday formation, coal tar enamel embrittlement, tape wrap disbonding, etc., buried piping is directly exposed to soil. Without effective cathodic protection there is increased potential for external corrosion of the metal pipe. Corrosion mechanisms of metals in buried pipe can be categorized in three broad categories:
- 1. Wall thinning: This category encompasses electrochemical effects that typically result in general wall loss or local wall loss such as pitting, general corrosion, galvanic corrosion, crevice corrosion, microbiologically influenced corrosion, erosion-corrosion, and preferential weld attack (grooving).
- 2. Environmental cracking: This category encompasses inter-granular or trans-granular cracks such as stress corrosion cracking, hydrogen induced cracking, and fatigue cracking.
- 3. Metallurgical effects: This category encompasses all degradation effects that cause a change to the metal microstructure or its mechanical propertiE's.
F. CURRENT INDUSTRY EFFORTS The industry, under the Nuclear Energy Institute's (NEI) leadership, established in the summer of 20091he Buried Piping Industly Task Force (BPITF) that is composed of NEI, Electric Power Research Institute (EPR!), Institute of Nuclear Power Operations (INPO), American Nuclear Insurers (ANI), and Utility representatives. The BPITF developed the Nuclear StrategiC Issues AdviSOry Committee (NSIAC) Buried Piping Integrity Initiative (approved by the industry's chief nuclear officers in November 2009, Reference 2) and the associated NE! 09-14, "Guideline for the Management of Buried Piping Integrity" (January 2010, Reference 3), The scope of the initiative includes all piping that is below grade, contains any fluid, and is in direct contact with the soil. The initiative was later submitted to the NRC via a letter from NEI (Reference 4). and tanks and below or are direct contact with the are safety related or contain licensed materia! or are known to be contaminated with licensed materiaL The Buried Piping Integrity Initiative and Tanks Initiative'" this a""' N""'C")" a a () w 0...
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N Revision No. 0 o o Page 9 of 69 () UJ 0. The initiative includes commitments for developing an inspection or condition assessment plan by June 30, 2011 for the initial buried piping scope and by December 31, 2012 for the added underground components scope of the initiative. The pian is to provide reasonable assurance of integrity of the associated components and shall include the following key attributes: identification of underground (below grade and buried) piping and tanks to be assessed. Potential inspection/assessment techniques.
~ inspection/assessment schedule for underground components based on risk ranking and prioritization,
$ Assessment of cathodic protection, if applicable.
G. CURRENT ENTERGY EFFORTS Scope was identified and risk ranking criteria were developed to help the Entergy Fleet prioritize the inspections of underground pipes and components subject to degradation initiating from either the inside of the pipe (ID initiated), or the outside of the pipe (OD initiated), or both acting in combination. Impact assessment (based on safety, public risk and economics) and corrosion risk assessment (based on soil resistivity, drainage, material and cathodic protection/coating) were initially completed to determine an inspection priority (high, medium, low). The prioritization is determined by the use of a risk matrix that rates the likelihood of failure against the consequences of failure for a given system, structure, or component (SSG) location. Since radiological SSCs were by definition considered high risk, these were futiher risk ranked relative to one another and characterized as high-high, high-medium, or high-low risk. The required inspections are selected depending upon the risk ranking. Those components and structures ranked the highest will be addressed with a higher priority and will be examined more extensively, The components and structures ranked in the medium and lowest category may be candidates for initial deferral. As there are currently no industry guidelines for determining and achieving of SSCs, commodities is obtained WhEH1 Fltness-for-Service evaluation, Indirect insP8ictICms Bxaminations, and remediation, if necessary, is performed. Suct: a combination of activities will provide a level of confidence that the structural and/or L[) thE, will be maintained, a""" N""" C") a a () w 0....
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PROGRAM SeCTION No. SEP-UIP-IPEC N r~evision No. 0 o o Page 10 of 69 () UJ a.. The RA guidelines establish methods for grouping of similarly designed and constructed piping lines and then prioritizing them for inspection. The RA guidelines provide minimum requirements for indirect inspection and direct examination of piping as well as post assessment techniques to establish Reasonable Assurance of Integrity. The Entergy-Exelon guidelines for RA are currently being reviewed by an EPRI Technical Advisory Group (TAG), of which Entergy is a member, for use across tile industry and for inclusion in the upcoming revision to NEI 09-14. H. INSPECTION STRATEGY AND METHODOLOGIES Detailed descriptions and discussions have been provided for the various available inspection/examination techniques and tools for buried piping and tanks. These can be found in EPRI Report IR-201O-409 (Reference 12). Specific recommended Inspection/examination methodologies for buried pipes and tanks are summarized herein. Preferred Inspection Mej1:lodologies for Piping Option 1: Use of Internal Direct Examination Pig In-line pipeline examination provides the most accurate means of mapping the wall's thickness condition. As a result the use of in-line examination plays an important role in developing reasonable assurance of integrity. These instrumented vehicles (called pigs) require access and possibly exit pOints in the piping system to enable deployment. Additionally, the deployment of the vehicle is best suited to certain piping configurations that should be assessed and determined prior to use of this method (Reference 12), Option 2: Use of Guided Wave Indirect Inspection The guided wave approach provides rapid assessment of wall loss over relatively long runs of pipe. The guided wave inspection may be performed without taking the process pipe out-of-service. The guided wave inspection is limited to approximately 50 feet of pipe in either direction, and is limited to detecting pits and remaining wall thickness. Readings beyond a flange cannot be performed has near (0 a""'" N""'C")" a a () w 0....
l"- v o v C") PROGRAM SECTION No. SEp*UIP*!PEC N Revision No. 0 o o Page 11 of 69 () UJ a.. The locations for pe!iorming inspection will be based on the results of a soil survey to determine the most adverse locations, together with above grade survey to detect potential coating damage, to determine inspection locations. At inspection locations, local NDE of the pipe shall be performed together with guided wave inspection. Option 3: Use of Local Pipe Direct Examination NDE Pipe direct examination NDE utilizes direct measurement at exposed sections of the pipe. The locations for pe!iorming examinations will be based on the results of a soil survey to determine the most adverse locations, together with above grade survey, to detect potential coating damage to determine examination locations. Pipe Line Grouping Grouping of pipes for inspection is recommended in order to reduce the overall inspection cost and duration. Pipes can be grouped based on attributes such as pipe material, coating type, soil/backfill, age, operating parameters, size, process fluid, cathodic protection, and others. The specific grouping parameters will depend on the specific features of ihe components. The grouping of pipes with simiiar attributes may allow the results of the inspection to be extrapolated from one pipe to the others in the group, therefore reducing the number of excavations and cost. Completed direct examinations and results may be able to be applied to the entire underground line and to other pipes in the grouping. The Fitness for-Service Engineering Evaluation will be able to use this information to calculate remaining life and the time until the next scheduled inspection. Guidelines relative to grouping for inspection are outlined within Attachment B of Reference 9, "Fleet Guidance for the Determination of Reasonable Assurance for Structural and/or Leakage Integrity for High Risk Underground Piping". 8 groups were identified for the site: I"- a""" N""" C") a a () w 0...
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PROGRAM SeCTION NO. SEP-UIP-IPEC N Revision No. 0 o o () Page 12 of 69 UJ a... Pipe Une inspection Locations Excavations should be performed to maximize the potential to obtain information for the subject pipe and for other pipes that can be exposed in the same excavation, Several pipes being excavated in one location is preferred, but not required. Excavations shall be large enough such that a direct examination shall assess a minimum 10 feet length of pipe, if feasible. Inspection locations should be selected considering the risk ranking criteria and other information such as: Results of risk ranking, Inspections st10uld be distributed among the higher ranked locations. Locations where piping goes through penetrations into vaults or other structures. This includes pipe that is both encased and not encased in concrete. Locations where the pipe enters or exits the soiL Locations of dissimilar materials in contact without use of insulating kits. e Locations where the pipe enters or exits water.
- Results of 10 visual examinations.
Results of CP surveys and coating surveys, Select iocations where CP and coating surveys cannot be performed or are questionable. Results of any remote inspections that have been performed. Plant or industry operating experience.
- Trending of past inspection results.
Opportunistic inspections during maintenance activities (e.g., open valves).
- Cost and access can be considered when the risk rankings are similar.
The inspection and examination to be performed on an underground pipe or tank should be defined based on the expectation of susceptibility and the risk ranking results. The decision and basis for the decision on for inspections and examinations should be documented. Specific guidelines for inspection of buried piping are outlined within Attachment B of Reference 9, "Fleet Guidance for the Determination of ~1easonabie Assurance for Structural and/or Leakage Integrity for High Risk Underground Piping". Tank inspection should be performed on a prescribed inspection schedule as outlined in a PM, or as required by existing plant or state programs. The tank 00 address the wall thickness utilize inspection data to a""'" N""'C")" a a () w a..
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N Revision No. 0 o o Page 13 of 69 () UJ a... determine corrosion rate. inspection methodologies are outlined within Reference 12. Strategy for .~.~t§.rj.9r Building and Storm Drains Relative to reasonable assurance of integrity of exterior building and storm drains, the inspection strategy should be performed as a plant facilities' action to inspect for clogging, debris, and basic functionality. Establishing basic functionality of storm drains is important since the design of such systems, often utilizing bell and spigot concrete or cast ductile iron pipe, can be susceptible to leakage as a result of joint separation from settlement or soil erosion undermining the support of the pipe. The site wiH establish a PM frequency for tilis sse. As an example, an initial inspection frequency can be established and adjusted based on the results of inspection for continuity. If the pipe has been in place for a number of years and has not be subjected to ground surface disturbances, then a longer inspection period beyond the initial inspection could be warranted and justified. Drainage piping subject to local Vicinity excavation from site constlDction activities, haul path loading, or soil erosion (as examples), may warrant a shortE,r inspection period to ensure continuity of flow, PM frequency to ensure flow path (removing any clogging from site debris) may be warranted on a shorter cycle to that for establishing continuity, based on specific site conditions. Mitigation and leak management strategies should be implemented if the drains are found to be leaking or severi~ly degraded. Strategy for In-Building FIQ.Qr.Jdrgjr1§ In-building floor drains located at the lower elevations of buildings and structures, and accessible and inaccessible tunnels and vaults are typically embedded within the structures concrete and have soil on the outside of the structure or in direct contact with the soil. Relative to reasonable assurance of integrity of interior fioor drains, the strategy should be performed to inspect for clogging, debris, and ensure basic continuity and functionality. Provided the interior floor drains are protected witil a floor grate, the potential for repeat clogging is effectively eliminated. For floor drains embedded within the structures concrete, the assurance of integrity inspection Appropriate mitigation and leak management strategies Shall be if the floor drains are found to be leaking or severely degraded. Such mitigation a> include the floor drain and alternate a""'" N""'('i')" a a () w 0....
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PROGRAM SECTION No. SEP-UIP-IPEC N Revision No. 0 o o Page 14 of 69 () UJ a... Strategy for Cathodic Protection An effective cathodic protection system is essential to minimize underground piping corrosion. However, most Entergy plant's cathodic protection systems were initially installed during plant construction and were rarely maintained. and in some cases abandoned thereafter rendering the systems incapable of providing the needed corrosion protection. In addition, many site modifications rendering t~le underground piping network even more complex were implemented since initial plant construction without evaluating the required potential updates to the system. Therefore, it is recommended to conduct an Area Potential and Earth Current (APEC) Survey to analyze and implement needed improvements to the corrosion control (coatings) and cathodic protection effectiveness of the station. Once the system modifications are implemented, the system will be maintained via recurring PMs based on vendor recommendations. L OPERATING EXPERIENCE (OE) The Underground Piping and Tanks Engineering Team examined operating experience via condition repoli LO-HONLO-2008-15. This CR examined Entergy, nuclear industry, and petro-chemical industry events relating to underground and buried piping. Each site subsequently proposed inspection locations to verify underground/buried equipment fidelity (e.g. LO-HQNLO-2008-15 CA 387 through 395). For this inspection plan, the OE lessons-learned examined are summarized below in the form of inspection goals (e.g., items to consider when making detailed inspection procedures) and inspection criteria. In general, LO-HONLO-2008- i 5 revealed that most underground and buried piping failures dealt primarily with legacy issues (e.g., equipment not being originally installed, operated, or maintained properly) and not pipeline aging per S6. By using this insight, sma!ier inspection goals and criteria have been developed for use in inspection procedures. a L[) a
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PROGRAM SeCTiON No. SEp*UIP-iPEC N Revision No, 0 o o Page 15 of 69 () UJ a.. Table 1 - Inspection Goals Basis Reference
~ s~ OE revealed that building penetration OE30462 buried pipe penetrations challenged pipe integrity.
or complex installations.
- 2. Determine if avaiiable cathodic OE has revealed that many cathodic OE28063 protection has been operated properly protection systems are improperly OE27897 prior to performing inspection. This installed or improperly operated.
includes proper voltages, run time, and Making this determination prior to CR-PNP-2007-21 periodic maintenance. excavation can prepare the inspection OE7061 team for needed corrective action and operability contingencies. CR-ANO-C-2008-1734
- 3. Be alert for potential mechanical Approximately 35% of events in LO- OE 5305 sneak circuits (e.g. piping failures HQNLO-2008-00015 were caused by OE12844 caused bv more than one stressor, or a multiple stressors that defeated in-not-so-obvious stressor) that may exist place barriers, These events can be OE13794 in the inspection path. These include: characterized as:
OE14132 Previous leakage events that OE15323 change underground soil conditions
- 1. Proximity failures (one event and create failures in adjacent OE21958 causing damage to adjacent equipment. equipment. This could be one leak OE25092 improper material pairing (e.g. that callses another leak or stray OE25410 aluminum on concrete base current).
causing external corrosion) OE26571
- 2. ~fll~;l;l_§'lI.§'Oi§ (evaporation and Potentia! stray curren! effects from subseauent condensation outside OE29'133 nearby eqUipment impacting failed the barrier, moat/drain cleanliness issues leading to defeated barrier, OE30462 eqUipment internal versus external corrosion OE30589 External inspection of line with high as the main driver).
internal stressors such as F AC OE31n8 (condensate return to condenser). OE31269 improper construction of protective Note that DeSign, Construction, Ops, and Maintenance activities have SER 4-81 trenches leading to barrier breach after line failure. initiated events. DOT experience L[) a
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PROGRAM SECTION No. SEP-UIP-IPEC N Revision No. 0 o o Page 16 of 69 () UJ a... Basis
- 5. Examine line history and operating Some OE shows that lines may have OE13794 events that may provide equipment been used in multiple ways and/or have OE12844 integrity insights. significantly deviated from normal operation. These deltas could cause OE21958 unexpected line integrity performance.
OE15323
- 6. Consider soil pH measurements at Soil can experience surface OE*12844 several depths. contamination from salt and other OE13794 chemicais. TaKing pH measurements at several depths can help riAt",r"';"'A potential for change.
- 7. Consider water table changes and Soil chemistry changes (depending on Corrosion Principles impact on corrosion rates. soil moisture content) and corrosion + Water Table rates can significantly increase with profiles.
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- 1. Ensure buried lines meet proper Some pipe failures have occurred from CR-IP3-2009-00584 depths for adequate freeze protection, improper burial depths.
This can be accomplished by visual verification of depth, and visual verification for lack of freeze/thaw damage.
- 2. Inspect coatings for holidays and Some coating failures have resulted OE9163 proper installation. Consider using from aging. However, most coating OE12698 License Renewal coating removal failures result from improper installation guidance from GALL Rev 2, which are (poor backfil!, improper preparation, OE17575 based on line length and needed poor care, not instailed, or improper OE18596 inspection frequencies. Examine the coating choice).
line for both general corrosion and OE23565 pitting corrosion, and attempt to take OE25997 LIT measurements (or alternate thickness measurements) where OE27146 practical. The acceptance criterion for pipe operabiiity is primarily based on OE27897 minimum wall thickness since buried OE29020 piping is well supported by earth. However, gross pitting or general OE29733 corrosion may require structural OE29126 analysis. OE30927 DOT
- 3. Verify proper material installation Improper design or construction have OE28063 according to original and/or revised lead to improper material installation OE16189 specification.
OE14585
- 4. Verify backfill ac,c,vlu,,:\! to Course backfiil has caused coating OE27146 original ~p"'<;'"<;dll<J" SEP~SW~001 IPEC Fire Protection Program per EN-DC-3aO (Y')
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PROGRAM SECTION No. SEP*Ulp*IPEC N Revision No. 0 o o Page 18 of 69 () UJ a... K. APPENDICES APPENDIX A: Piping Inspection Information APPENDIX B: Tank Inspection Information APPENDIX C: Sump Inspection Information APPENDIX D: Drain inspection Information APPENDIX E: Cathodic Protection PM information APPENDIX F: Component Inspection Data Sheet (Typical) APPENDIX G: Integrated Schedule APPENDIX H: Program Drawings a""'" L[) N""'('i')" a a () w 0....
PROGRAM SECTION No. SEP*UIP-IPEC Revision No. 0 Page 19 of '70 APPENDIX A INSPECTION EXCEL SPREADSHEET ffi§!Qg£lli~~[f!~,gy A combination of indirect inspections and direct examinations will be pertormed in accordance for the Determination of Reasonable Assurance for Structural and/or Leakage Integrity for Piping" (Reference 9). The results of the indirect inspections (e.g. above ground DCVG and/or cause the prescribed location above to be moved. that will be used and where (e.g., guided wave at wall penetrations and then coating guided wave at excavation point; above ground DCVG and then coating inspection; NDE and excavation point). If above ground inspection is not relevant, describe contingency .
."""==~==;:':",,"' e.g., 20ft south of the CST or the building
="=.:':'-==='::'.'-: Explain why the actual 10ft location is selected (e.g. access, shoring, depth, CP protection).
the uncovered lines is not being directly examined. EXC1, EXC2, EXC3, etc .
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PROGRAM SECTION NO. SEP-UIP-IPEC Revision No. 0 Page 20 of 69 PIPE GROUP I DESCRIPTION ITEM
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PROGRAM SECTiON NO. SEP-UIP-IPEC Revision No. 0 Page 21 of 69
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PROGRAM SECTION NO. SEP-UIP-IPEC Revision f'.h 0 Page 22 of 69 APPENDIX A PIPING INSPECTION INFORMATION SEGMENT PIPE GROUP/ RISK RANKING DIRECT LENGTH DESCRIPTION NUMBER ITEM PRI SOil? INSPECT LOCAnON EXCAVATION IN-LINE MISCELLANEOUS NOTES LOCATION JUSTIFICAnON NUMBER INSP. Ii IPEC00234058 IPEC00234058
PROGRAM SECTION NO. SEP-UIP-IPEC Revision No, 0 Page 23 of 69 APPENDIX A PIPING INSPECTION iNFORMATION DESCRIPTION IPEC00234059 IPEC00234059
PROGRAM SECTION NO. SEP*UIP~IPEC Revision No. 0 Page 24 of 69 APPENDIX A PIPING INSPECTION INFORMATION SEGMENT PIPE GROUP I RISK RANKING __l~.
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PROGRAM SECTION NO. SEP-UIP-IPEC Revision No. 0 Page 49 of 69 APPENDIX A PIPING INSPECTION INFORMATION
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4~inch Aux Steam Condensate !'eturn !ine Iro;,/! !P1. Excavated and found heavily corroded in 2007. Associated burled a~jncn (entire length) IPEC00234085 IPEC00234085
PROGRAM SECTION NO. SEP-UIP-IPEC Revision No. 0 Page 50 of 69 APPENDIX A PIPING INSPECTION INFORMATION SEGMENT PIPE GROUP/ RISK RANKING DIRECT LENGTH DESCFUPll0N NUMBER ITEM PRI SOIL? INSPECT LOCATION EXCAVATION IN-LINE FUNDING MISCELLANEOUS NOTES I.OCATION ,JUSTIFiCATION NUMBER INSP. # SOURCE
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PROGRAM SECTION NO. SEP~UIP*IPEC Revision No. 0 Page 51 of 69 APPENDIX A PIPING INSPECTION INFORMATION S~~~';iM
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41943 9321-1" 4181:, NIA NIA NlA YES N/A NIA 9321-.- 41823 IPEC00234087 IPEC00234087
PROGRAM SECTiON NO. SEP-UIP-IPEC Revision No. 0 Page 52 of 69 APPENDIX B TANK INSPECTION INFORMATION DESCRlpn'?~ _______-+_T~A::;Nc::K,,-9.~OUP liTEM __ RISK RANKING jfEI.9~ --j'c-_ _ _ MISCELLANEOUS N.Q!~=-S_ _ __ SCHEDUI.E (Cl/YYYY) FUNDING SOURCE PMIO NUMBER' PMID DESCRIPTION'
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PROGRAM SECTION NO. SEP-UlP-!PEC Revision No. 0 Page 53 of 69 APPENDIX B TANK INSPECTION INFORMATION RISK RANKING PRI I _____________________!!I.I§CELLANEOUS NOTES PMIO NUMBER' PMID DESCRIPTION'
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IPEC00234089 IPEC00234089
PROGRAM SECTION NO. SEP-Ulp*IPEC Revision No. 0 Page 54 of 69 APPENDiX B TANK INSPECTION iNFORMATION IPEC00234090 IPEC00234090
PROGRAM SECTION NO. SEP-UIP-IPEC Revision No. 0 Page 55 of 69 APPENDIX B IPEC00234091 IPEC00234091
PROGRAM SECTION NO. SEP-UiP-IPEC Revision No. 0 Page 56 of 69 _ _-C.l\ic..!I~.CELLANEO~~ NOTES PM!D DESCRIPTION' tightness tests, using approved NYS DEC test method. (IP2 is categorized as a Major Oil Storage Facility (MOSF.) leak tests, utilizing pressure/vacuum/UT method, and satisfy Westchester County Dept of Heaith (WCDOH) tank categorized as a Petroleum Bulk Storage (PBS) facility.)
!P-SMM-EV-103, "Petroleum Bulk Storage Tank Program" IPEC00234092
PROGRAM SECTION NO. SEP-UIP-IPEC Rev. No. a Page 57 of 69 APPENDIX C SUMP INSPECTION INFORMATION DESCRIPTION SUMP GROUP IITEIili RISK RANKING (PRI) MISCELLANEOUS NOTES SCHEDULE (Q/YYYY) FUNDING SOURCE PMID NUMBER' PMID DESCRIPTION' IPEC00234093 IPEC00234093
PROGRAM SECTION NO. SEP-UIP-IPEC Rev. No.O Page 58 of 69 APPENDIX C SUMP INSPECTION INFORMATION SUMP NUM8Eil DESCRIPTION SUMP GROUP liTEM RISK RANKING (Pi'll) MISCEI.LANEOUS NOTES INSPECTION STRATE(W SCHEDULE (QIYYYY) FUNDING SOURCE PMID NUMBER' PMIO DESCRIPTION' IPEC00234094 IPEC00234094
PROGRAM SECTION NO. SEP-UIP-IPEC Rev. No. 0 Page 59 of 69 APPENDIX C SUMP INSPECTION INfORMATION DESCRIPnON SUMP GROUP I iTEM RISK RANKING (PRI) MISCELLANEOUS NOTES
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or potentially contaminated are included. IPEC00234095 IPEC00234095
PROGRAM SECTION NO. SEP-!UP-IPEC Revision No. 0 Page 60 oj 69 APPENDIX D DRAiN iNSPECTiON INFORMATION SECTION DESCRIPTION DRAIN GROUP liTEM RISK RANKING (PRI) MISCELLANEOUS NOTES NUMBER jt***************************+**7.INsPEc*nON-4------------+---------+-"--""-"""~"".----------- --------------------------1 STRATEGY SCHEDULE (QlYYYY) FUNDING SOURCE PMID NUMBER PMID DESCRiPTION
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IPEC00234096 IPEC00234096
PROGRAM SECTION NO. SEP-UiP-iPEC Revision No. 0 Page 61 of 69 APPENDIX E CATHODIC PROTECTION PM INFORMATiON DESCRI~]).Q.I!......._._.__ GROUP/ITEM *__~~~~~~~~~JP-.~R~I)~1-4__________M~IS~C~E~I.=l.~A~~~E~.O~U~S~N~O~T~E=S_________ ~
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IPEC00234097 IPEC00234097
PROGRAM SECTiON NO. SEP~UlP-IPEC Revision No. 0 Page 62 of 69 APPENDIX E CATHODiC PROTECTiON PM INFORMATION DESCRIP1l0N GROUP/ITEM RISK RANKING (PRI)' ______________________~I.§2..~!_LANEOUS NOTES SCHEDULE (Q/YYYV) FUNDING SOURCE PMID NUMBER' PMID DESCRIP1l0N' IPEC00234098 IPEC00234098
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N Revision No, 0 o o Page 63 of 69 () UJ a.. APPENDIX F Page 1 of 2 Component Inspection Data Sheet, Typical SCOPE System Number/Description: Line/Tank Number: Component Number: Segment Number{s): Segment Location: Drawing Number(s): Inspection Priority: Basis for Scope Selection: _.__......._---------- WORK MANAGEMENT Engineering Change: PM/WO Number: Clearance Number: LCO Number: - - - - - - - - - - - ,..- ......... ..--- ~ Condition Report Number: - - - - - - - - - - - ,.............- PRE-INSPECTION VERIFICATIONS Previous Inspection (YIN) Cathodic Protection (YIN) Functional (YIN) Rectifier Number: Coating (YIN) Type: _ _ _ __ Soil Analysis (YIN) Backfill Type: __.....'_ _ __ Contains Rock (YIN) Fluid Medium: _ _ _ _ _, Radionuclide (YIN) Permit ~.Jumber: ...........................~ __ Confined Permit Number' ____................. Job Safety Hazards Analysis (YiN) Asbestos Abatement (YIN) Lead Paint (YIN) a> a> a
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PROGRAM SeCTION No. SEP-UIP~IPEC N Revision No. 0 o o Page 64 of 69 () UJ a.. APPENDIX F Page 2 of 2 Component Inspection Data Sheet, Typical SCHEDULE Online (YiN) Divisional Week: _ __ Scheduled Start Date: Actual Start Date: Scheduled Finish Date: Actual Finish Date: INSPECTION METHOD(S) Indirect Inspection Coating Holiday Detection (YIN) Method: _ _ _ _ _ _ _ __ Internal Inspection Pig (Y/N) Vendor: ..._______.____ Pipe Cleaning (YIN) Visual: VT-1 (YIN) VT-2 (YIN) VT*3 (YIN) Direct Local NDE (YIN) Method: _ _ _ _ _ _ _ __ Ultrasonic/Guided Wave (YIN) Other: _ _ _ _ _ _ _ _ _ _ _ _. M&TElTOOlS M~I.~. Digital Ught Meter: Expiration: _ _ _ _ __ Ultrasonic Meter: Expiration: _ _ _ _ __ Transducer{s): Expiration: _ _ _ _ __ Holiday Detector: Expiration: ._ _ _ __ Pit Gauge: Expiration: List all required: a Date:~ _ _ __ a....... N""'C")" a a () w 0...
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PROGRAM SECTION No. SEP-UIP-IPEC N Revision No, 0 o o Page 65 oj 69 () UJ a... APPENDIX G INTEGRATED SCHEDULE INSPECTION II WOit
, "'inch WD Line 252 (RWST overflow to WHUT)
, 3,'nch 81 Line 161 (SIP ,eturn to the RWST) 12-inch SI Line 181 (RWST to Cont. Spray Pump:;.}
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,6-inch 81 Une 155 (RWSTto RHR Pumps) 18-incFI outer pipe containing 6-inch AUX STM L!ne 561
~nd 2-inch COND Line 678 ADDITIONAL EXCAVATION SITES TO BE SELECTED BASED ON APEC SURVEY RESULTS AND SiTE SOIL .A.NALYSIS.
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Reference:
drawing 9321-F-26313 fmm Refueling Water Storage Tank (NORTH) See legend below for line description: BUried lines continue to the Fuel Storage Building on the Left (WEST). PAS is at lower left A 15 ft (N-S) x 20 It (E-W) x 8 It (deep) excavation (grade is at approx. EI. 54 ft) wi!! uncover the following lines: N a
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PROGRAM SECTION No, SEP-UIP-IPEC N Revision No, 0 o o Page 67 of 69 () UJ a.. APPENDIX H PROGRAM DRAWINGS EXC2-2: IP2 West Side of the Turbine Building
Reference:
Drawing 9321-2700 Co-ordinated excavation with installation of EC 25313 Lines to be inspected 24-inch SIN Lines 408 and 409 lengU'1 circumference. the access point iocation, the of 1::1. 8'-6", and the access point is at 4'6" downstream of a vertical rise at 1'-6" trom ('i') excavation will be 10ft (E-W) )( 12 ft (N-S) x 10ft deep. a
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PROGRAM SECTION No. SEP-UIP-IPEC N Revision No, 0 o o Page 68 of 69 () UJ a... APPENDIX H PROGRAM DRAWINGS Exes-s: BURIED LINES FROM THE IPS CST TO THE AFW PUMP BLDG. REF: DWG. 9321-F-22673 IP3- YARD AREA BE a
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