ML20205T159
| ML20205T159 | |
| Person / Time | |
|---|---|
| Site: | South Texas  |
| Issue date: | 02/02/1987 |
| From: | STONE & WEBSTER ENGINEERING CORP. |
| To: | |
| Shared Package | |
| ML20205T066 | List: |
| References | |
| NUDOCS 8704070226 | |
| Download: ML20205T159 (133) | |
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l CATEGORIZATION OF f
THIRD PARTY DESIGN AND INDEPENDENT l
TECHNICAL ASSESSMENT ACTION ITEMS i
SOUTH TEXAS PROJECT i
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j FEBRUARY 2, 1987 O
l Il0USTON LICl! TING AND PokIR COMPANY i
i STONE AND kEBSTER ENGINEERING CORPORATION l
gafoBER SfoSNP b
i I' y rev, h Project Engineer
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1 50518-1447515-81
SWEC CATEGORIZATION REPORT SOUTH TEXAS PROJECT TABLE OF CONTENTS EXECUTIVE
SUMMARY
1.0 INTRODUCTION
1.1 General
1.2 Background
1.3 Scope 1.4 Approach 2.0 CATEGORIZATION ANALYSIS 2.1. Engineering and Design Process 2.1.1 Summary 2.1.2 Discussion 2.1.2.1 Design Document Adequacy 2.1.2.2 Design Process and Methods 2.1.2.3 Communication of Design Requirements between Groups 2.1.2.4 FSAR Control 2.1.2.5 Design Change Control 2.1.2.6 Design Document Control 2.1.2.7 Hiscellaneous Construction Related Activities 2.2 Design Process by Discipline 2.3 Invalid Action Items 2.4 Action Items not Affecting the Design Process APPENDICES 1.
Instructions for Categorizing and Coding Design and Technical Assessment Data.
2.
Listing of All Action Items 3.
Listing of Invalid Action Items 4.
Listing of Administrative Action Items Not Affecting the Design Process.
5.
Listing of Evaluated Action Items Considered in the Categorization Results.
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I EXECUTIVE
SUMMARY
U Stone & Webster Engineering Corporation (SWEC), at the request of Houston Lighting and Power Company (HL&P), performed Third Party Design and Independent Technical Assessments on the South Texas Project (STP).
The assessments reviewed the techteal adequacy of the design of representative i
STP systems and design features, and the adequacy of the STP engineering and design process.
The assessments were performed over a four year period beginning in January 1983, and were organized to review, on a selected i
j basis, key design documents of selected safety related systems and various technical areas including calculations, diagrams, drawings, specifications, system descriptions, and design criteria.
The safety-related systems included Component Cooling Waterl Control Room Heating, Ventilation and Air Conditioning; the Offsite AC and Medium Voltare AC Power Supply; and certain design process aspects of the Residual Heat Removal / Safety injection System.
The design features, processes, and analyses reviewed included snil structure interaction analysis, structural design, ASME !!! Class 2/3 pipe l
stress analysis, containment analysis, equipment qualification, ASME !!!
pipe support design, separation and fire protectica criteria, high energy j
line break (HELBA), ASME !!! Class 1 pipe stress analysis, site design 1
change control and a field walkdown to verify the consistency of hardware j
installation with the design basis.
Technical concerns identified during
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l the course of the assessments which appeared to require corrective and/or i
preventive actions were designated as action items.
Appropriate follow up I
measures were developed and implemented to close out the action items, not only on an individual basis, but also to resolve any generic conurns raised by these items. The principal generic concerns identified during the course l
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of the Engineering Assarance Program (EAP) involved the need to (a) reconcile inconsistencies among the various type design documents and keep them current, (b) develop and implement calculation finalization procedures and (c) provide appropriate documentation for the use of engineering judgment.
This report provides the results of SkIC's categorization and evaluation of the action items to determine whether there were any additional generic concerns which needed to be addressed to ensure l
the overall adequacy of the STP design and design process.
The categorization and evaluation program performed by ShT.C initially involved approximately 1220 separate action items which were identified in connection with the technical assessments.
Upon further review, 551 of these action items were determined to be invalid (i.e., items which, for various reasons, did not require any corrective or preventive actions) and l
another 116 were editorial / administrative in nature and had no effect on the 5
STP design or design process.
This left 553 action items for further i
evaluation based on their potential significance with respect to the i
adequacy of the design of other STP systems and structures which were not
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reviewed as part of the EAP and the adequacy of the overall engineering and
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design process employed by STP.
These action items were then sorted into l
various categories so that the type, cause, and significance of the action items could be evaluated on a collective basis.
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.I The EAP focused upon the review of the key design documents relating to the STP systems and design features included in the various technical i
assessments.
Predictably, the categorization and esaluation program confirmed that the majority of the action items involved the adequacy of the l
5051A-1447515 01 11
documents, primarily calculations and diagrams.
As a result, most of the action items fell into the Design Document Adequacy category which is the first of the seven major categories into which the action items were sorted.
The engineering disciplines which had the most action items involving calculations were the Pipe Stress 'and Supports Groups (PSSG) and the Mechanical Engir ering Group.
The discipline with the most action items involving diagrams was the Instrumentation and Controls Group (I&C).
This was expected, however, since the calculations and diagrams prepared by these groups, comprised the bulk of the documents reviewed during the technical assessments.
The majority of the design document deficiencies fell into two subcategories of the Design Document Adequacy Category, i.e.,
miscellaneous design document errors and not finalizing design documents or keeping them current.
The most prevalent cause of the first type of deficiency appeared to be inadvertent error, while.the latter appeared to result primarily because the documents involved were not updated on a timely basis.
Design document deficiencies of a more important technical nature, although fewer in number, included action items in the following Design Document Adequacy subcategories definition of design inputs or assumptions, definition of design document interfaces, documentation of engineering judgment, and the implementation of Final Safety Analysis Report (FSAR) commitments or design requirements.
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Five of the remaining six major categories accounted for. significantly fewer 1
l action items than did the Design Document Adequacy category described above.
j Arranged in order of decreasing frequency they included action items in the:
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Design Process and Methods category involving the adequacy of j
technical guidance and design procedures primarily in the Mechanical, Nuclear, and PSS Groups.
FSAR Control category involving inconsistencies within the FSAR i
and instances where the FSAR text had not been kept up to date with the latest design changes.
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Communications of Design Requirements category involving the I
l design interface with the Nuclear Steam System Supplier (NSSS) and other vendor-supplied designs and equipment.
1 Design Change Control category involving the adequacy of design I
4 change analysis and documentation described on Nonconformance
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Reports (NCR), Field Change Requests (FCR), Design Change Notices t
l (DCN) and Supplier Document Deviation Requests (SDDR).
t Miscellaneous Site-Related Construction Activities category involving construction procedures, installation, and inspection requirements, all of which were identified during the Field 4
Walkdown assessment.
No design documents were involved in this j
category.
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There were no action items found in the last major category, Design Document C
Control.
Review of the categorization and evaluation program results indicates that there are no significant design concerns beyonI those previously identified in the individual assessment reports and,related action items.
No additional trends nor generic concerns were detected which had not been previously recognized and resolved by the corrective and preventive measures that were undertaken to close out the individual action items and the generic implications associated with those items.
These measures include the upgrading of various STP Project Engineering Directives, Engineering Department Procedures, design criteria; enhancements ta the methodology utilized in preparation of the Fire Hazard Analysis; the establishment of a
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y special Pipe Stress and Supports Group Calculation Review Team and Open Item Tracking List; enhancements in the STP High Energy Line Break Analysis /
Moderate Energy Line Crack Analysis (HELBA/MELCA) walkdown effort, including additional documentation of walkdown findings and walkdown engineer training.
In order to resolve the concern with regard to documentation inconsistencies, HL&P has committed to a Bechtel-to-HL&P document turnover process intended to identify and correct any inconsistencies in the design documents not corrected in the normal design process.
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1.0 INTRODUCTION
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1.1 GENERAL This report provides the results of the categorization program which evaluated the action items identified during the Third Party Design and Independent Technical Assessments of the South Texas Project (STP).
The assessments were performed by Stone & Webster Engineering Corporation (SWEC) and the Houston Lighting and Power Engineering Assurance Department (HL&P EAD) as part of the Engineering Assurance Program (EAP) to review the technical adequacy of representative STP systems and other design features.
An action item consisted of any technical concern identified during the course of any assessment which appeared to require corrective and/or preventive action.
The action items were categorized and evaluated for individual and collective significance in order to determine whether any generic concerns exist which might affect the adequacy of other aspects of the.STP design which were not reviewed as part of the EAP, as well as the adequacy of the overall STP engineering and design process.
As part of the categorization program, each of the action items was assigned to a series of pre-established categories describing the type, cause, and significance of the technical concern that led to the action item.
The categorization of the action items in this manner provided a file of information cross-indexed to facilitate the evaluation and analysis of the collective significance of the action items.
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1.2 BACKGROUND
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J At the request of HL&P, SWEC performed Third Party Design and Independent Technical Assessments on the STP as part of the EAP to review the adequacy of the design of representative STP systems and structures and the engineering and design process employed on the STP.
The assessments were performed over a period of approximately four years from January 1983 through August 1986.
The verification of corrective and preventive actions implemented as a result of these assessments started in mid-1985 and was completed in December 1986.
The results of these assessments were documented in various SWEC Task Reports listed in Section 1.3.
Action items were developed by EAD based upon the technical concerns identified in the assessments.
These action items formed the basis for the categorization program.
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1.3 SCOPE The action items included in the categorization program were derived from the task reports on each of the technical assessments conducted as part of the EAP.
These reports were as follows:
83-1 Soil - Structure Interaction Analysis 83-IS Supplement - Soil - Structure Interaction 5051B-1447515-B1 1-2
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4 2 Design Process of RHR/SI System i
83-3 Piping' Stress Analysis i
84-1 Containment Analysis i
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84-2 Equipment Qualification l
84-3 ASME III Pipe Support Design l
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84-4 Separation and Fire Protection Criteria i
c 85-1 Control Room HVAC System i
1 85-2 Component Cooling Water System 1
l 85-2S-Supplement Component Cooling Water System (Site Design
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Change Control) l l
85-3 Offsite AC and Medium Voltage AC Power Supply Systems 85-4 High Energy Line Break Analysis i
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85-5 ASME Class 1 Pipe Stress Analysis l
l 86-1 Field Walkdowns J
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The scope of this report includes a summary of the categorization results and ~ an evaluation of action item categories, types of design documents affected by the action items, disciplines responsible for the action items, and causes of the action items identified in each of the reports listed above.
Each action item was coded at the outset to identify category of concern, type of affected design document, responsible discipline, cause, extent of conditions, and significance of the concern.
1.4 APPROACH Each action item resulting from the individual task reports was reviewed and
.s coded in order to establish a computer data base to be used to conduct the
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categorization analyses.
The effort consisted of assigning to each action item:
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A unique Identification Number which provides traceability to the task report and action item.
2.
A concise Description of the action item.
3.
An Action Item Code which identifies the nature of the technical concern (e.g.,
adequacy of functional design, code compliance, definition of design inputs or assumptions, adequacy of design process procedures, consistency of Final Safety Analysis Report (FSAR) with design, etc).
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I Document Type Code which identifies the type of affected document s
involved in the action item (e.g.,
FSAR, calculation, diagram, specification, etc).
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A Responsible Discipline Code which identifies the engineering or design discipline responsible for the condition reported in the action item (e.g.,
electrical, mechanical, pipe stress and
- supports, civil / structural, construction, licensing, etc).
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A Cause Code which identifies the cause of the condition (e.g.,
inadequate procedures, misunderstanding of requirements, incomplete supervision or review, need to update documents, etc).
In those instances where a specific cause for an action item was not identified by STP nor was it readily apparent to SWEC or HL&P EAD, the cause was coded as " unknown".
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An Extent of Conditions Code which identifies the extent of the conditions of the action item (e.g.,
isolated or unique, limited, extensive generic, etc).
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An Exclusion Code which is used to eliminate from further evaluation L
I action items judged to be editorial or administrative in nature and i
i having no affect on the design or design process.
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An Invalid Action Item Reason Code which identifies the reason why an action item was later determined to be invalid (e.g.,
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f misinterpretation, documentation not provided during the review, or additional information/ explanation provided after the review).
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'This information was entered on a separate coding sheet for each action item j-and reviewed by the engineer who performed the assessment to ensure that. the s
information was clear and consistent.
The coded information was then entered into a computer data base which was used to create various sorts and.
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groupings of data for analysis.
Appendix 1 provides the -detailed i
instructions ' utilized in coding and categorizing of action items, including I
definitions. of the seven major action item categories. and the associated j
subcategories within each group.
The individual action items that were
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coded in this effort are listed in Appendix 2.
It should be noted that the number of action items listed in Appendix 2 exceeds the total number. of I
action items identified within each task report because some action items i
were broken down into two or more sub-items when more than one concern was -
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identified within an action item.
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Following the categorizing and entry of coded information into the data i
l base,.the accumulated data was analyzed.
Those action items which were l
later determined to be invalid (listed in Appendix 3) and those which were
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judged to be editorial or administrative in nature having' no effect on the I'
design or the design process (listed in Appendix 4) were deleted from the categorization analysis.
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The remaining action items (listed in Appendix 5) were then analyzed on a 1
category-by-category basis.
The collective significance of all of the 1
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action items was then evaluated by analyzing the number and frequency of
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occurrence of action items in any given category to determine if they had any possible generic implications on the adequacy of the STP design, or the 3
overall engineering and design process.
These generic implications were then compared with the programmatic corrective and/or preventive actions taken in connection with the close out of the individual action items to determine trends or generic concerns identified during the categorization program which had not been previously identified and resolved during the EAP itself. The results of this evaluation are contained in Section 2 of this report entitled Categorization Analysis.
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T~ ~'N 2.0 CATEGORIZATION ANALYSIS L
2.1 ENGINEERING AND DESIGN PROCESS 2.1.1
SUMMARY
Results of the categorization program indicated that the Design Document Adequacy Category contained the majority of the action items that could raise a potential generic concern involving the adequacy of the engineering and design process. The design documents containing the most deficiencies in this category were calculations and diagrams.
A significant number of the design document' deficiencies fell into two of the eleven subcategories of the Design Document Adequacy Category. The two Os subcategories were miscellaneous design document errors (e.g.,
inconsis-tencies, numerical errors, missing information within the design document or the design input source was incorrectly or not adequately identified) and not finalizing design documents or keeping them current.
The deficiencies in these two subcategories of concern were primarily caused by inadvertent error and not updating documents on a timely basis.
Causes of some of the i
other action items in these subcategories include a need for more detailed procedures to ensure - that design documents are properly finalized, and a need for a more detailed review of documents prior to issuance.
Document deficiencies of a technical nature, although fewer in number, included action items in the following four Design Document Adequacy Sub-categories:
- 1) Definition of Design Inputs or Assumptions, in which
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- 2) Definition of Design Document Interfaces, in which inconsistencies occurred between design documents,
- 3) Documentation of Engineering Judgment, primarily involving the need for additional documentation and/or justification, and 4) Implementation of FSAR Commitments or Design Requireuents, in which the design analysis did not adequately address all of the relevant FSAR and/or design requirements.
The deficiencies in these four subcategories were caused primarily by inadvertent error; by STP design
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practice and engineering approach (i.e.,
design practices which did not require the preparers of calculations to clearly and completely document the use of engineering judgment, assumptions, and design inputs); and the need for a more thorough review of design documents prior to issuance. Another cause of fewer action items involved the adequacy or completeness of the 1
design procedures and criteria, principally in the area of ' pipe stress analysis and support design.
The remaining subcategories within the Design Document Adequacy category had significantly fewer action items and primarily involved specifications, calculations, and diagrams.
The action items in these five remaining areas of concern occurred due to causes almost identical to those previously mentioned.
Five of the six remaining categories of concern involved less than 20 percent (107) of the total evaluated action items.
The categories included
- 1) Design Process and Methods,
- 2) Communication of Design Requirements Between Groups, 3) FSAR Control, 4) Design Change Control, and 5) Miscellaneous Construction-Related Activities. The action items were C
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g fairly evenly spread over these five categories with the exception of Miscellaneous Construction Related Activities which had only 5 action items.
There were no concerns found in the last major category, Design Document Control.
The deficiencies found in the Design Process and Methods category were primarily concerned with the adequacy of technical guidance (including design criteria) in the Mechanical, Nuclear, and Pipe Stress and Supports Groups.
The deficiencies noted in the Comunication of Design Requirements Category were primarily concerned with the adequacy of the interface between the STP s
and Nuclear Steam System Supplier (NSSS)/ Vendors.
The deficiencies, which were observed mainly in vendor supplied documents did not result from any one particular cause.
FSAR Control category deficiencies resulted from concerns with inconsis-tencies within the FSAR and with the FSAR not being kept up-to-date with the latest design changes.
The electrical discipline was responsible for most of the items in this category.
Action items that fell into the Design Change Control category were concerned with design change analysis, documentation (e.g. Non-Conformance 4
l Report (NCR), Field Change Request (FCR), Design Change Notice (DCN),
Supplier Document Deviation Request (SDDR)], and implementation.
Site I
' A engineering was primari1y responsible for the deficiencies in this category.
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Miscellaneous Contruction Related Activities category deficiencies involved i
the adequacy of construction procedures, and installation and inspection requirements. No design documents were involved in this category.
There were no action items found in the last major category, Design Document Control.
Review of the categorization and evaluation program results indicates that there are no significant design concerns beyond those previously identified in the individual assessment reports and related action items.
No addi-tional trends nor generic concerns were detected which had not been pre-viously recognized and resolved by the corrective and preventive measures C'
that were undertaken to close out the individual action items and the
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generic implications associated with those items.
These measures include the upgrading of various STP Project Engineering Directives, Engineering Department Procedures, design criteria; enhanceme.nts to the methodology utilized in preparation of the Fire Hazard Analysis; the establishment of a special Pipe Stress and Supports Group Calculation Review Team and Open Item i
Tracking List; enhancements in the STP High Energy Line Break Analysis /
Moderate Energy Line Crack Analysis (HELBA/MELCA) walkdown effort, including additional documentation of walkdown findings and walkdown engineer training.
In order to resolve the concern with regard to documentation inconsistencies, HL&P has committed to a Bechtel-to-HL&P document turnover process intended to identify and correct any inconsistencies in the design-documents not corrected in the normal design process.
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2.1.2 DISCUSSION 4
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j There were 1220 action items resulting from the Third Party Design and Independent Technical Assessments listed in Section 1.3.
Action items that were not evaluated further included 550 that were later determined to be l
invalid (i.e., items that, for various reasons, did not require preventive I
or corrective actions as discussed in Section 2.3), and 116 editorial /
1 administrative items which were considered not to have an effect on the j
design and/or engineering and design process (Section 2.4).
The remaining l
j 554 action items were evaluated to ' determine if there were any generic i
concerns in the overall engineering and design process.
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In accordance with the SWEC categorization program (Appendix 1), the action.
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items were sorted into seven major Action Item Code categories so that items l
j having similar characteristics could be viewed collectively.
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l The number of action items assigned to each of the seven categories and, I
more specifically, each of the subcategories within the major Design i
1 Document Adequacy category are shown below.
The Design Document Adequacy subcategories are arranged in descending order, starting with.those having the largest number of action items.
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0 ACTION ITEM SUBCATEGORY / CATEGORY TOTALS Sub M. Cat.
1.0 Design Document Adequacy 447 Miscellaneous Design Document Errors 85 (document inconsistencies, missing information, references not adequately identified)
Finalization of Design Documents 73 (design documents not updated to current design changes, prepared, or updated to STP format)
Definition of Design Inputs and Assumptions 63 i
(input or assumption incorrect / incomplete)
Definition of Design Document Interfaces 60 (inconsistencies between design documents
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excluding updating to current design changes)
L Documentation of Engineering Judgment 56 (basis for input / assumption not ' justified)
!b Implementation of FSAR Commitments / Design 33
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Requirements (analysis did not address all applicable FSAR commitments and design requirements)
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Code Compliance 19 (codes, industry standards, regulatory guides) i i
Documentation of Design Basis 18 (incomplete documentation to support design basis)
Adequacy of Construction or Procurement 18 Documents (installation instructions /
specifications Adequacy of Calculation Methodology 11 (analytical method /modeling)
Adequacy of Functional Design 11 (deficiencies in functional design of system, component or structure) l I
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ACTION ITEM SUBCATEGORY / CATEGORY TOTALS (Cont.)
Sub Cg. Cat.
2.0 Design Process and Methods 27 (technical and administrative guidance /
procedures 3.0 Communication of Design Requirements Between 25 groups (interface between organizations /
interdisciplinary groups) 4.0 FSAR Control 26 (FSAR inconsistent with current design and within itself) 5.0 Design Change Control 24 (adequacy of design change document and/or its incorporation in the parent document) 6.0 Design Document Control 0
(adequacy of design document identification, distribution and availability) 7.0 Miscellaneous Construction Related Activities 5
(adequacy of procedures, installation, and inspection)
The action items within each major
- category, and its associated subcategories, have been further sorted by responsible discipline and cause.
The subcategory ranking within each category and the action item totals, by J
subcategory, responsible discipline, and cause are shown in Table 2.1-1 at the end of Section 2.1.
i The following discussion summarizes the evaluation results for each of the 1
j seven major categories including an analysis of the significance of any concerns identified in connection with the categorization program and the
-principal corrective / preventive actions that have already been taken to resolve the concerns.
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2.1.2.1 Design Document Adequacy
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There were 447 action items involving the implementation of the engineering j
and design process that fell into the Design Document Adequacy Category.
This was as expected since the EAP focused on a review of the adequacy of such documents related to the STP systems and design features included in the various technical assessments. The design documents considered included l
the FSAR, design criteria, calculations, stress data packages, diagrams, drawings, specifications, system descriptions and vendor documents.
The l
design document action items occurred primarily in the Miscellaneous Design i
Document Errors subcategory (Section 2.1.2.1.1) and the design documents 1
most affected were, predictably, calculations and diagrams which comprised the bulk of the documents reviewed during each of the assessments.
N Subcategories within the Design Document Adequacy Category, with fewer action items, included Finalization of Design Documents (Section 2.1.2.1.2),
Definition of Design Input or Assumptions (Section 2.1.2.1.3), Definition of Design Document Interfaces (Section 2.1.2.1.4), Documentation of Engineering Judgment (Section 2.1.2.1.5),
and Implementation of FSAR Commitment or Design Requirements (Section 2.1.2.1.6).
In each of these, the affected document type was calculations with the exception of Definition of Design Document Interfaces in which the primary affected document was diagrams.
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i The following discussion addresses each of the subcategories in the Design Document Adequacy Category starting with the subcategory having the greatest j
number of action items, i
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2.1.2.1.1 Miscellaneous Deslan Document Error i
There were 85 action items in the Miscellaneous Design Document Error 1
i subcategory. Miscellaneous errors included inconsistencies within a design i
document, numerical errors, missing or illegible information, and design i
input source incorrectly / incompletely identified.
1 There were 49 action items involving calculations, followed by j
diagrams (11), specifications (8), drawings (5), and several other design l
document types each having less than 4 action items.
Most of the mis-l cellaneous errors in calculations occurred in the Pipe Stress and Supports t
Group followed by the Mechanical, Electrical, and Civil / Structural Groups.
j The miscellaneous errors in diagrams occurred in documents issued-by the I
j Instrumentation and Controls Group. The primary cause for the miscellaneous f
errors was inadvertent error (27), followed by incomplete review (11) and l
STP design practice and engineering approach (9).
l 2.1.2.1.2 Finalization of Design Documents i
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There were 73 action items in the Finalization of Design Documents sub-i category. These action items involved design documents which had not been i
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kept current with the latest or final design changes, or had not yet been i
i developed, and final. calculations based upon preliminary, or unconfirmed, 1
i design data. The design document types primarily affected were calculations i
(38) and -diagrams (17).
The majority of the action items involving calculations occurred in the Mechanical and Pipe Stress and Support Groups.
The majority of the action items involving diagrams occurred in the Instru-S051C-1447515-B1 2-9 f
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The primary cause of the 73 action items in I
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this subcategory was untimely updating of documents (41) followed by inade-quate procedures (12).
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2.1.2.1.3 Definition of Design Inputs or Assumptions There were 63 action items in the Definition of Design Inputs or Assumptions subcatego ry.
These action items included concerns involving incorrect or incomplete inputs or assumptions being used in design analysis.
The I
affected design document types were primarily calculations -(48) followed by design criteria (7) and stress data packages (4).
The remaining affected design document types each involved less than 4 action items. The majority of the action items in this subcategory involved the Pipe Stress and Supports, and Mechanical Groups.
Causes for these concerns were primarily inadvertent error (21) followed by STP's design practice and engineering approach (11),
untimely updating of design documents (6), incomplete review (5), and inadequate procedures (5).
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2.1.2.1.4 Definition of Design Document Interfaces i
There were 60 action items in the Definition of Design Document Interfaces subcategory, which involved inconsistencies between design documents such as design criteria, calculations, diagrams, specifications, system descrip-tions, and vendor drawings. Inconsistencies caused by the untimely updating of design documents to keep them current with the latest design changes are addressed in the Finalization of Design Documents subcategory (Section 2.1.2.1.2).
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The types of design documents affected most were diagrams (22), calculations (12), design criteria (7), specifications (7), drawings (5), and system descriptions (4).
Other design document types with less than 4 occurrences included stress data packages, FSAR, and design change control.
The majority of the inconsistencies in diagrams involved documents issued by the Instrumentation and Controls Group (17).
The remaining action items involved Electrical (14), Mechanical (13), and Pipe Stress and Supports Group (6).
Other disciplines involved had less than 4 action items.
The causes were primarily inadvertent error (19), followed by incomplete review (10), and untimely updating of design documents to make them consistent with each other (6).
2.1.2.1.5 Documentation of Engineering Judgme'nt J
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There were 56 action items in the Documentation of Engineering Judgment subcategory, which stemmed from concerns involving the extent of documen-tation or justification for the basis of inputs or assumptions used in the i
design analysis.
There were 49 action items related to calculations and 4 related to design criteria.
The FSAR, a vendor document, and the Fire Hazards Analysis Report (FHAR) had one action item each. The action items in this category involved the Pipe Stress and Supports, and Mechanical Groups.
The primary cause was the STP design practice and engineering approach (19), followed by compliance with administrative procedures (7),
incomplete review (7), and inadvertent error (7).
l l
\\
I
'(s 5051C-1447515-B1 2-11
2.1.2.1.6 Implementation of FSAR Commitment or Desian Requirements 1
l There were 33 items in the Implementation of FSAR Commitment / Design 1
Requirements subcategory, which involved design analysis that did not 4
consider all relevant FSAR commitments, required design factors, or relevant design parameters or conditions.
The design document type primarily 1
l affected was calculations (31).
A stress data package and the fire hazards analysis operator action list had one action ites each. Most of the action I
items involved the Pipe Stress and Supports Group (19), followed by the
}
Mechanical Group (10).
The causes were primarily inadvertent error (9),
i l
inadequate procedures (6), and incomplete review (5).
4 i
j 2.1.2.1.7 Code Compliance i
There were 19 action items in the Code Compliance subcategory which related i
i to the interpretation and/or the incorporation of the applicable codes, l
industry standards or regulations within the design document.
Design document types primarily affected included calculations (7) and speci-fications (5).
Most of the concerns involved the Pipe Stress and Supports i
j Group followed by the Mechanical and Electrical Groups.
The causes for l
these action items were evenly distributed among inadvertent error, STP 4
j design practice and engineering approach, incomplete review, NSSS/ vendor i
error, inadequate procedures, and misunderstanding of. requirements.
I 4
i
)
5051C-1447515-B1 2-12 i
}
1 i
_ _ _ _ _ _. _ _. -.. -. _ - - -. _ _. _.. _ -. _. _. -. _ _ _ _, ~-
N 2.1.2.1.8 Documentation of Design Basis There were 18 action items in the Documentation of Design Basis subcategory which involved a lack of documentation such as calculations, design criteria, design specifications, and diagrams, to support the basis for a design. The design document types affected were primarily calculations (5),
followed by drawings (3), and FHAR (3).
Each of the remaining design document types affected had less than 3 occurrences.
2.1.2.1.9 Adequacy of Construction or Procurement Doctments There were 18 action items in the Adequacy of Construction / Procurement Documents subcategory which related to the adequacy of the drawingt.,
specifications and installation instructions required for construction, installation or procurement.
The majority of the action items involved specifications prepared by the Pipe ' Stress and Supports Group.
The causes were inadvertent error (6), followed by misunderstanding of requirements (4), and untimely updating of documents "to agree with the latest design information (3).
2.1.2.1.10 Adequacy of Calculation Methodology There were 11 action items in the Adequacy of Calculation Methodology subcategory which involved the adequacy or appropriateness of the methods or modeling used in the design analysis.
The only design document type affected by the action items was calculations.
Most of the action items involved the Mechanical, Nuclear, and Pipe Stress and Supports Groups. The ks 5051C-1447515-B1 2-13
causes for most of the action items were incomplete review prior to document signout and inadequate procedures.
2.1.2.1.11 Adequacy of Functional Desian There were 11 action items in the Adequacy of Functional Design subcategory which involved the adequacy of methods or modeling used in the design analysis.
The design documec*. types affected were primarily diagrams (6) followed by specifications (3), design criteria (1), and calculations (1).
The majority of the diagram deficiencies involved the Instrumentation and Controls Group.
The causes of these action items included the STP design practice and engineering approach, and completeness of review.
1 2.1.2.2 Design Process and Method There were 27 action items in the Design Process and Method Category which l
included unclear or incomplete technical guidance or procedures such as design criteria used for design work or design methods.
In addition, this category includes concerns relating to engineering and design work which did not conform to established technical design guidance or methods.
Also in this category are concerns regarding the adequacy of administrative procedures that help to control the engineering and design process, and equipment qualification document review.
Twenty three of the 27 action items in this category resulted from action items that fell within the Adequacy of Technical Guidance subcategory. The
\\
U 5051C-1447515-B1 2-14
,,m_.
.. ~ _.
4 majority of these items involved the Mechanical, Nuclear, and Pipe Stress and Supports Groups, followed by the Electrical Group.
2.1.2.3 Communication of Desian Requirements Between Groups There were 25 action items in this category which involved the adequacy of the interfacing and flow of design information between design and engineering groups within the STP organization and with other organizations.
The action items primarily involved concerns with the adequacy of the Architect / Engineer (A/E) - Supplier /NSSS interface (20).
The remaining items included concerns with interdisciplinary coordination (i.e. between i
groups within STP).
Vendor supplied documents were the design documents i
i most frequently affected and the concerns generally involved document legibility.
The most prevalent cause was inadequate procedures. Other less frequently occurring
- causes, such as compliance with administrative procedures, understanding of requirements, inadvertent error, and NSSS/
vendor error, did not indicate any significant weaknesses in the engineering I
and design process.
2.1.2.4 FSAR Control l
There were 26 action items in the FSAR Control Category which involved concerns with the design compliance with FSAR commitments, and deficiencies or inconsistencies within the FSAR itself. Fourteen action items related to the Adequacy of FSAR Content subcategory and 12 action items had concerns involving the Consistency of FSAR With The Design subcategory.
O 5051C-1447515-B1 2-15
/' )
FSAR content deficiencies primarily involved cases in which the FSAR did not thoroughly address or clarify some subjects, or contained inconsistencies within the text itself. The remaining concerns involved the FSAR not being kept up-to-date with the latest design changes in specifications, design criteria documents, etc.
Fifteen (15) of the action items were the result of the Task 85-3 review, Offsite AC and Medium-Voltage AC Power Supply System involving the Electrical, and Instrumentation and Controls Groups.
Causes included STP's design practice and engineering approach and inter-pretation of requirements.
2.1.2.5 Design Change Control There were 24 action items in this category, which involved design change
[3 evaluation, documentation (e.g., Nonconformance Reports (NCR), Field Change
\\,V)
Requests (FCR), Design Change Notices (DCN), Supplier Document Deviation Requests (SDDR)), approval, and implementation.
The action items involved the adequacy and completeness of design change (12) and adequacy of technical basis for design change (11). As would be expected, the majority of the design change control action items (21) were identified during the ITA 85-2 Supplement conducted at the site and involved the design change control documents (FCR, and NCR).
The majority of the action items were divided among the site engineering Mechanical, Pipe Stress and Supports, Plant Design, Construction, and Electrical Groups.
Five of the action items were caused by inadequate procedures.
Causes for the remainder of the action items did not indicate any specific trend.
h
\\v>
5051C-1447515-B1 2-16
=-.- -
2.1.2.6 Design Document Control
\\
Concerns in this category relate to the control of design documents including document identification, distribution, filing, and availability.
There were no action items in this category.
2.1.2.7 Miscellaneoun Construction Related Activities The action items in this category are related to concerns which in;olve construction-related procedures, installation, and inspection requirements.
These concerns are the result of the field walkdown (Task 86-1) and do not represent inadequacies in the engineering and design process.
There are 5 action items within this group including one item involving the inspection of an instrument tubing fitting by site engineering Instrumentation and Controls.
While no design documents were involved, one action item was determined to be the result of an inadequate special process procedure. Two causes of the action items involved the adequacy of the installation and inspection procedures and the implementation of technical guidance by construction.
5051C-1447515-B1 2-17
\\
Page 1 of v l
\\
l TABIE 2.1-1 i
ACTION I T Et1 B RANKED / SORTED BY CATEGORY TOTALED BY DISCIPLINE AND CAUSE S O U TS-4 TEXAS PROJECT I. O K SIGN 00CunENIS t
KIIM ITER CATE0ERY FMIEET E 10 IRS Bf 81KIPLIE==> (see page 4 for code listi IDIALS SY CAUSE==> (see page 4 for code listi CAI.
KICBIPTIM SCCWEEE I 234567 IT It il 12 13 14 15 I 2 34 56 7 8 9 le il 12 13 14 15 1.07 plSCELLANEBUS KSIN BE 05 13 12 17 1 2 27 I 8 3 1
6 6
5 27 I
il 16 3 9 I
-.,E M.
I 1.11 FinAlllATI M OF M SIGN 13 14 5 25 7 15 3 3 1 2 1 12 4
5 5 41 3
BOCINIENIS 1.05 KFisliitti OF K SI M IN 63 1 4 16 1 29 38 1
325 3 21 5 I 6 6 Il Pui/ASSWPIIGuS w
1.00 KFINIllM OF K SIM 00 60 171413 3 2 &
I 2 I
I 34 2 11 10 II & 3 i
h CisIENT INTERFKES 1.06 BetisEel4Tilli IF ENSIE 56 1 5 16 3 1 20 26 l
1 7
4 1 7 7 1 8 I 19 I EllM J MGEM ET l.03 IIFLEENIATION OF FSAR 33 1 10 19 3
3& I 29 5
2 2 3 CMullENIS/MSIEll MM*iS 3.04 COBE CanPLIANCE 19 I 323 6
2 2
2 24 1 2 5 3
1 1.02 80CasteI4!!M OF MSIM 10 354 1 2 3
I I
il 2 3 l
BASIS 1.10 AKilueCf GF CDIISTRutil0 18 2 1 3
Il I
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2 3 N/PSDCURElIENT DOCUMENTS 1.69 AMGUET OF [ALCUL AllDN 11 3
3 3 I I
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TABl.E 2.1-1 4
ACTION I T ElvlG R ANi<ED / SORTED BY CATEGORY T O T A L. E D BY DISC 1PL.INE AND C AL_JS E S O LJ T I-4 TEXAS P R O.'J E C T 4.O FSAF. CONTRDL EIIM ITER CATE00RT FRE8EuCT OF 10iKS BT 81EIPLIE==) (see page 4 Iw tode list) 10lRS 97 [AUSE==> tsee page 4 ty code list)
CAI.
KSCRIPTIM ammarEE I 234 56 7 8 9 10 11 12 13 I4 15 I 2 3 4 56 7 89 le 11 12 13 14 15 4.02 AMOUET OF FSE [0NTEN 84 I il 2 7 6 1 I
4.01 CONSISTEEV 0F FSAR Wii 12 4 5 3
4 2 4 I I
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4 5.0 MSIGN CHANGE CONTROL o
K ilm lien CAIEGORY FREduEE T IF ISTRE BT BlKIPLluE==> lsee page 4 Iw tese listi 10 IRS IT CAUSE==> tsee page 4 for code Instl CAT.
MICRIPilg ammasurf I 2 3 4 5 6 7 8 9 le 11 12 13 14 15 1 23 4 56 7 89 to il 12 13 14 15
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SS OF K$1611 CHANGE 5.02 AK 00 E T OF TECHNICR S 11 2
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I SE IKORPORATION l
7.0 FISCELLAEDUS CONSTRUCIlON REL ATED ACTIVlilES ACil0N ITER CAIEEORT FKOKET OF 10 IRS If 51ElPLIK==> 8see page 4 f u ccde !:st:
10i ALS Bf CAUSE==> ser pate 4 f or code listi CAI.
KSCRIPIIM OCCUAREEE I 23 4 5 6 78 9 10 11 12 13 14 15 1 23 4 56 7 8 9 to il 12 13 14 15
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2.2 DESIGN PROCESS BY DISCIPLINE 1
Each design fdiscipline was -evaluated to determine if there were a significant number of action items in any particular category or subcategory and/or design document type involving that discipline.
Each design discipline area of responsibility within the design process and the relative a
volume of design documents produced by the discipline were considered in the evaluation.
The number of action items within each discipline appear to be proportional to the scope of the task reviews and the number and type of design documents typically produced by the discipline. The disciplines and the action items for which they were responsible are as follows:
~
Number of Discipline Action Items i
Pipe Stress and Supports Group 152 Mechanical Group 146 i
Electrical Group 76 Instrumentation and Controls Group 67' Nuclear 32 Civil / Structural Group 30 2
Site Engineering 25 Others; Equipment Qualification (8) 26 Construction (7), Generic (5), Plant Design (5)
NSSS (1) Groups TOTAL 554 Calculation deficiencies, which made up approximately 53 percent of all the affected design documents, were primarily the responsibility of the Pipe Stress and Supports, and Mechanical Groups (See Table 2.2-1).
The total number of action items involving calculation. deficiencies for each 5051C-1447515-B1 2-22 4
s - -,
..ne.
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--m
discipline in the various subcategories appears to be approximately propor-s tional to the discipline's relative design effort in the subcategory.
It would be expected that the Pipe Stress and Supports, and Mechanical Groups would have the greatest number of calculation deficiencies since they typically prepare more calculations than most other disciplines.
Diagrams was the next most frequently occurring design document type having deficiencies accounting for approximately 13 percent of the design documents.
The majority of the diagram deficiencies involved the Instru-mentation and Controls Group, since they issue most of the diagrams reviewed (See Table 2.2-2).
The relatively high number of action items involving the Pipe Stress and Supports, Mechanical, Instrumentation and Controls, and Electrical Groups should not be a concern since the numbers are representative of the scope of the task reviews and each discipline's relative effort in their areas of design responsibility, and does not suggest, in and of itself, that there are any unique concerns associated with these disciplines.
- Further, i
preventive actions have been taken by the STP to improve the engineering and design process in these discipline's areas of design responsibility, i
lO J
5051C-1447515-B1 2-23 t
Par,e I of 2 s
TABIE 2.2-E (N C T I O tsa ITEMG RER(%TED TO C (T E.._ C t J L (-N T I O lsI S R(%IN3 K E I) / G O R T E D lis Y C /NT E G OftY S Q L 3 I l-1 TEX (%S IRONECT Atil0N ITER CATEGORY FMIKKT W TOTMS BT BlKIPLIE CAI.
MSCRIPilm KCWAEEE I 234 5678 9 10 11 12 13 14 IS A(lIauIrEM 1.01 MISCELLANEDUS M SIGN 00 73 5 16 2 33 11 6 50bIX IfIAS I. R 3 J E E I
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1.05 MFINiil0N OF MSIGN IN 51 1 4 14 1 23 35 g gg5TRUMENTAll0N AND EONIROLS y
PUT/ASSUMPi!DNS y gtggggggg 3 *IECHMICAL StSIEMi 1.11 FINAlllAll0N OF BESIGN 38 2 2 15 15 3 1 4 MEHMICAL COWONINIS DOCUMENIS 5 EDUIPMhi DUALIFIEATION
& Fife SINESS MB SWPORIS 1.03 IfrLEMENTAi!Oli 0F FSAR 31 1 8 19 3
7 ft M I M SIGN CDRMITMNIS/MSIEli MGM*is 6 NurLEAR 9 Cl4Il / SIEUCIURAL 1.00 NFINiil0N OF M SIGN B0 13 3 2 1 6
1 10 GEDIELHNICAL CUMENT INTERFACES 11 CON 31IiUCil0N 12 N31 DISCIPLINE RELAIED 1.09 AMDUACV OF CALCl:LAil0N 3
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2.3 INVALID ACTION ITEMS Invalid action items are those items that, upon further review, proved to be either not a concern, a duplication of another action item, or a suggested enhancement.
These items were excluded from further consideration since they did not involve corrective and/or preventive action.
a The reason for the majority of the invalid action items was that additional t
information and/or explanation was provided after the initial review.
I 1
Duplicate action items accounted for approximately 110 of the invalid items.
[
This group included similar items identified by more than one discipline, i
l which resulted from the review of documents of common interest (i.e., FSAR,
!g design criteria, etc.), and items identified in more than one task report because they were common to all systems reviewed.
l Action items which, after further evaluation, were considered to be enhancements accounted for the last group of invalid - items.
Suggested enhancements included recommendations for adding information for convenience or clarity of the design document. Appendix 3 provides a listing of invalid items.
2.4 ACTION ITEMS NOT AFFECTING THE DESIGN PROCESS Action items that were determined to have no affect on, or have only a I
remote possibility of affecting, the design or design process due to their administrative and/or editorial nature were also excluded from further 5051C-1447515-B1 2-27 t
.. _.... _ _ _.. ~. _..
i 1
i consideration.
The determination that an action item would not have an effect on the design process was based on backup information such as the STP 1
response to the action item, the SWEC evaluation of the response, and the results of the HL&P Engineering Assurance Verification Pro; ram.
The i
particular category to which the action item was assigned had no effect on this determination. Appendix 4 provides a listing of the 116 action items l
which were considered not to have an effect on the design or design process.
The following are examples of administrative or editorial type action items:
i Allowable loads used in a calculation were found to be correct, l
but reference to the vendor document providing the allowables, was not clearly stated (Action Item S84-3-53.1) l Because of a drafting error a drawing detail referred to an t
incorrect item number.
The bill of materials identified the correct item number.
(Action Item S85-2-42E2) i i
J J
1 5051C-1447515-B1 2-28 I
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i Appendix 1 l
i i.
i e
INSTRUCTIONS FOR CATEGORIZING AND CODING i
r DESIGN AND TECHNICAL ASSESSMENT DATA 4
t i
i SOUTH TEXAS PROJECT 1
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Appendix 1 Page 1 of 3 INSTRUCTIONS FOR CATEGORIZING AND CODING DESIGN AND TECHNICAL ASSESSMENT DATA SOUTH TEXAS PROJECT 1.0 IDENTIFICATION OF CONCERNS Assign an identification code number to each HL&P EAD action item.
1.1 Obtain a complete copy of the Task Files for each Third Party Design and Independent Technical Assessment task including Task Reports, Document Revi.w Plans. HL&P EAD Action Items. STP responses to HL&P EAD Action Items and any other SWEC reports included in the scope for a particular task.
1.2 Review all information pertaining to the particular task and assign a unique identification code for each action item. Prepare a list of code identification numbers.
1.3 The identification number will consist of an alpha numeric code as shown in the examples below:
e 1
4 E
e 4
e a
4
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e g
g A,%
t g
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A B
e
/
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4 4
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Proj ect Identification Code S-South Texas Project Task Report Code This code shall represent the Third Party Design or Independent Technical Assessment Task Identification Number i
-_.._. ~ _
)
4 f
Appandix 1 l
Page 2 of 3 HL&P EAD Action Item Number This code shall represent the HL&P EAD Action Item number.
Action Item Status Code 1
This code "0" shall represent any action item which still remains open at ' the completion of the categorization program.
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2.0 Categorizing and Coding Action Items I
1 2.1 Categorization and coding of action items will be performed by a SWEC
{
Engineering Assurance Engineer and reviewed by's SWEC Assessment Team j
Member.
5 i
2.2 Review South Texas Project Third Party Design and Independent Technical j
Assessment Task Reports, HL&P EAD Action Items and STP responses to HL&P EAD Action Items to fully understand the action item 2.3 Based on the above review, prepare a short' description of each action item using standard abbreviations to limit the description-to approximately 150 characters. Enter this description on an action item j
coding sheet (Attachment 1).
l 2.4 Determine if the action item description falls into one of the i
defined action item categories (Attachment 2), and check the most I
appropriate action item code number on the coding sheet. If the action item does not fit the pre-defined code, a new code will have to be established.
If an action item.actually identifies two or more problems, the action item will be split into separate action items and identified with the normal numerical designations plus the letter suffix "a",
"b", "c",
etc.
1, 2.5 Code the following characteristics and mark coding sheets accordingly:
I Action Item Type (See Section 2.4)
II Document Type III Responsible Discipline IV Cause l
V Invalid Action Item Reason VI Extent-of Conditions VII Exclusions Additional definitions and instructions are contained in Attachment 3.
l 2.6 Verify that the summary description and characteristic codes on each coding sheet is complete and accurate.
Document by initialing each coding sheet.
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_._-__._-..u___.-.__.___._____.__..,___.
I Appsndix 1 Page 3 of 3 2.7 A copy of the coding sheet will be submitted to the data entry personnel.
The original will be maintained in the assessment data back-up files.
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4 2.8 Coding of action items shall be consistent with the information obtained from the design review plans, task reports, HL&P EAD action
}
item lists and STP responses to HL&P EAD action items. Any additional data that is considered while-coding shall be approved by the Assessment Team Leader, resolved on the. code sheet and filed in the assessment data back-up files.
2.9 Action items are coded to the extent possible with the information available at that time.
For example if STP has not yet adequately responded to HL&P EAD action items. the validity and -extent of conditions of the action item can not be coded.
s 4
3 0
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_ _. _. -. ~. _ _. _ _. _ _., _.. - -.. _ _ _.. _ _..
App;ndix 1
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Page 1 of 1 p
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Proj./ Task Report No.
HL&P EAD Action Iter: No.
Status Description ACTION ITDI CODES DOCI' met? TYPE CODES t.90 RElla Mimrt 1.
_ t.01 astmeCY y rutflaat MI!g 2.
Design Basis (Design Criteria)
_t.42 MWutetta F Kite tests 3.
Calculation
_t.83 IWLaetatta y Flad C8W!fett/Elth ES'il
_ 4.
Strees Data Package
_!.M CM CSFLIAgg 5.
Diagram (F6ID. etc.)
_ t.95 IEF1sti!W W gtt!W !WUTIt9EWPf!M 6.
Drawing
_t.04 IMM5ftf!t t (mistta Jeugut 7.
Specification
_t.87 stEELIAEWS Ittim SICWT Ogges
_ B.
Syntam Description
_t.00 Witti!B W Ill!W IKupf luftstCt3 9.
hador Document
_t.M 4NanCT W CALCEAf!W EfetLNY
- 10. Equipeest Qualification Fackage
_l.10 ANhACT F CMfuitgipsenasurst granig
- 11. Design Change Control
_t.tl FlanLIZAfgg y gggg ggggg
_ 12. Technical Procedure 2.98 Milm egggs am ging
- 13. Administrative Procedure
_2.01 ausgaCY F ftGBICAL WIIME 14 Special Process Procedures l
_2.62 acteueCY y utta patas pegnums
- 13. Status Document /Indesee j
_2.83 assausCY W tt1P. RAL!f! Cat!W asCWEuf Evity
- 16. Fire Basarde Analysta Report 1.00CsuspitaffW W 98513 ggris sti g s 33,9
- 17. None 3.01 a0DutCT F IfftEllE1PLlassi CMllastig
- 18. Other i
_3.02 40thACY W Alt = SWMID/W$$ IgftNatg
,,, 1.43 astaueCY y A/t. CWituttet Inftwatt s.ee flas Cafett RESPONSisit DISCfFLINE CODES
_4.08 CMISilET F fles s!fu sigle
_4.42 IsthACT F Flat Cauftut 3.8e IE813 Cues CEE 1.
Instrumentation and Controle 2.
Electrical
_S.el WhaCT ad CEFLffDE38 F IEI!W OWEE 3.
Mechanical Systeme
_5.82 GEkst? F ftge! CAL gasts Fu Mats Omm 4.
Mechanical Componente
_S.83 4AEIueCT F Kits cent isteppennt!m 5.
Equipment Qualification 6 M ESIN IEisEst tqtm 6.
Pipe Strese and Supporte
_6.81 sothaCY W I!fftthi!W F Mlta legastre 7.
Plant Design
_4.02 afEWACY F Elth 8EW97 Ifitus !stsf.timits 8.
Nuclear
_ m et-r '=== *2s'ouc':3 esta't3 at? vt'its
_ 9.
Civil / Structural
- 10. Geotechnical CAU$t CCCES
- 11. Constraction 1.
Fail to coup with Admin. proc
- 12. Det Discipline talated
- 13. Licensing 2.
Fail. to Implement Tech. Guidance
- 14. NSSS 3.
Inadequate procedures
- 15. Other j.
4.
Incomplete training 5.
Misunder of rege'te 6.
Inadvertent error
_ 7.
Invalid Action Ites INVALID ACTION ITEM REASON CottS 9.
est go
- 10. Supvr/ Review incompi 1.
Auditor Misinterp.
- 11. NS$$/h ador Error 2.
Doc. not Prov. During Audit
- 12. (Taknown 3.
Add'1. infor./explan prov.
- 13. Fail. to Update Documente 14.
A-E Standard Practice
- 15. Other EXTENT OF CONDt?t0MS C00t3 EXCLUSIONS 1.
Isolated / Unique 1.
Is the action itse en editorial or administrative probles in nature with no 2.
Randos effect on the design process?
3.
Liatted 4.
Estensive (Discipline) 2.
Would the problem have resulted in the need for hardware changes or 5.
Estensive (Generic) operating restructions/ modifications?
6.
Unknown
App:ndix 1 1
Page 1 of 4 m
)
D E FI N I TIO N S C F A C II J N ! TEM CATE3ORIES i
C: TEG0R!ES D E F !.4 I T I 3 4 S 1
2
..H
!!!!34 Z:."EN'i Cef tctencies te. design / design d:cusentatt:n resalting froe taase:.a te teclesentatten of the design :r::ess or design nr: cess set.t::s.
1 1
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- .00
- E!!!N 8800E!! 44: MEFG:3 Cefittencies that relate to inadec24:tes att'ita t$e :esty :r::ess and/cr design :r: cess setho s.
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!. }0
- "'.4!0 i:04 :: Ei!!N RE*M'?! !!TWEE4 GRCuti Ina:eaua:tes in interface tatseen :rganstatt:ns/fancticna ;e:'.:s.t l
Iscia tres. Interface control refers t: the ft:e of design :af:rsat 1:n between organn:attens.
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- 3a : %;rC.
C:ndittens share t?.e design, alth: ugh assarentiv ade:;4:e. d:es.t:t i
cceolv sith CSAR ::eetteents also incle:es def t:teittesl.re:nsis:
J encies sithin,tne FSAR ttself.
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!. M lE5I3% :'A4GE **478:'
Inadecuate design :nange analysts, doceseatatt:n. 4:n*:,a; :* ::r "
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.ol.
esign decasents te.ciattig gest;a criterta re,e ot :ee *e.tsa 3 t: reflect destgi charges.
6.00 DE3!Su C00'JENT CONTROL Deftetencies relating to control of design docu onts - includtag ti entification, distratution, filing and availattltty :f d:casents.
'.00 915 EL J 4 ecd ::457RJCT:CN AELATED ACT!V!flES Deficiencies relating to construction relates cc::ehres, testallat ton, and inssection.
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Appendix 1 Attcclm:nt 2 Page 2 of 4
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DEFINITIONSOFACTION ! TEM SUB-CATEGORIES i
SUB-CATE60 RIES
- =
0EF14ITIO4S 1.00 CESI64 DOCUMEhtS
)
1.01 ACEGUACV 0F FLhCTICNAL CES!6N Deficiencies in design shich could affect the operation / function of a syntes, cosponent or structure.
1.02 DOCUMENTAi!0N OF DESI64 BASIS No docueentation to support the basis for a design e.g., no calcula tion or prendentified testing to support or verify design tasts. Do cueentation includes Calculations, Design Criteria, Design Spect4c ations, and Diagraes.
1.03 IWLIMENTATICN CF FSAA COMM!iMENTS/ DESIGN REEM'TS Analysis (e.g. calculationi incoselete, in that relevant design car aseters, conditions or FSAR coaatteents sere not considered er tact 4
uded to the analysts. Required design f actors sere not analated.
1.04 ::2E ::"PL!ANCE Ccooltance eith soplicable codes, industry standards, or regulation s is not evident in design or has been etsinterpreted.
1.0'
- EFINI?!:N CF lEi!i4 14PUT/ASSUMPf!ONS Input (inct aesign criternal or assueetten used for design ana ysts incorrect or seficient.
1.3 CC'JME4fA!!:N CF ENGINEERING JUDGEMENT Basts for taput or assueetton used in cesign analysis iot sunoorted tv focueentation or no Justification provided asthin !Pe ana;,sts.
!.07 RI!*ELLANEE S CES!6N CCCUPENT ERRORS Inconsistency sit' inn design doc, nuserical errors, etssing is4rsa:
i son, tilegiole, or f ailure to fo!!as adetnistrative scocedures in precaration of design docueent. Design input source docueent.as incorrectly or inadesuately identthed.
1.08 DEFI417!:4 CF *E5134 DCoENT INTERFACES Inconsistencies between design docusents escent undating to 6ees c4 trent eith the latest (final) design changes. Includes drastags, n i
agrees, design criteria, spect, cales.
v 1.0 4:EiUA f 7 lA."M*iC4 'EIWCSCL23' incor'ect. or inadeouste eethodisodeling used in anai,615.
1
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l App;ndix 1 Attachst:nt 2 Page 3 of 4
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D E F INii! O N S O F ACT!CN ITEM SUP-CATE6ORIES i t i-C a ! E S C A I E S DEF!NI!!ONS
- .10 A*EigACV ::
- N fAC:!::N/P90CUREMENT DOCUMENTS Engleeering/ design generated drastags, soettittattens, ano installa tion instructions so not contain sufficient inforeattJn f 3r c:nt:*.
ction, installation or grc:urteent.
FINa !!A!!:N OF lESIGN DCCCPENTS Calculations. systes descrtgttons, draetngs, etc. act :een ee:t :
- .11 s
arrent eith the latest (f tnal) design changes, or even *esare: 4:
all. Celes not crocerly earted Prelistaarv, Cosent:ei, er F:nai Ca
!cs by others not undated to the STP 'creat.
2.00 lE!!!NFo::I!!14
................."!!w::S 0.0; A:E;UaC( :: *!:'NICA. 3L::ahCE fetenical guidance (inc! Cestgn Criterta) er stocedures i:e :esty scre or fesign eethods inadeguate, etssing er sisleattig. Eng;nte*:
ag/destge eark serfo*eed does not confers ta esta3! shec tetta::ai design guidance Or technical design eethods.
- . T A:!I.a f :: M iiig :e g g;$ sqgc[3ggES Frecedures inen-tet'!nicall and adelitstrative sortt:9s 34 te:*a::ai grecedures includes Corgerate. Deearteent, a sinistrat:ve aac 3r:J c
ett grecesures/ inst uctions for the t:9 trol ci the testy crccess a re tilsing, inc3*stste9t or inadetuate.
- .0; A*E:g C' *F i;glF. OL*L**!*A*!:N CCCUMENT O!Ed 8evies cf vender equiseent quali4icatten de:i.eerts was n:' ::ac;e:e 3r accurate.
.b
- A: * :% ::
............'.'....';....................'.........*ES!N3!G975iEihEENG W i
- . c.
- !; % ** :'.*U':5 :P.: hen COCACINAf!C%
- eis:ter.ctes relates te :ne ' Ice of sestr :sf:reat::e. ta.te ~e :
egastrat:en serforsing tse design (e.;. tet.een :sse.gi;aes : ; :.
os estiin t*e AIE organizatien.
.0: ;*Est Cf :: a.E - iu80.:!*aili INTERFAC*
- ef t: ercies related to the fice of in'orsat;:n tetseea A E aas s.:
siters/Nii$.ncluding inconsistencies seteten a ! f:(.se*:s sat s.:
- lteriisii a:cueents and A/E revise of s.ss;terai!! :::.ee ts.
- R ::!;.;: *: ; ! ::s!!:.:**: l4*E:: :E 2et:::e*:les relat u ts tie 'lcs :4 :es;r.a':ria:::s :st.e** "#
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- sa:*2:::ng :r; ant:6t.:r. ac: tre erlaal:a:::t *es::*t;:.e *:
"e
- es.;.
Appendix 1 Attactament 2 1
- Page 4 of 4 1
1 1
l lE i4I!!3450F ACf10N ITE9 5UB-CATE60R!E5 i
i 4....R,.ES
.
- 4 i au sasssssssssssssssssssssssssssssssssssssssssa l[*lN[Tj)43 4
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3.): *:43' lie 4;T :F !!*4 a!!- lE!!!N The fest;n is assartet!v adeouate Det does 6:: ::ri:Ps *: :** * :e-sisg c ee:teeits as stated in the Fi48 (;.e..t.:: s:stes:.es :s:see n Fiat and design docueents),
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Q 2..':
4ET;;;2 * :345 :"MTE47 The FSAR :entains errors, es:sstens, is::nststenc:es. :r ; ::taa a:
i rding.
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g*:*3.- *'ta.gN *.paga-
.f Jt a troyed dest;9 tha'fe not ade9ua:8 Or : 33*ete 'e.;. *a* :.: a..
o a.
- c A
j 19acecuate enaiges. Feviews and acar:vais tes::*::* tate :* s;ss; ;.
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..,....gq.ggget
,,e fecueented hasts for :estgs than;e ;s :*a:e:. ate t.;. :e: ;:6.
.:4...- e :....
sin w a::4.
Jastift: ::en/ cal:. atten n:t :r:,1:e:.
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- E :- :~ *I!!!N -Ai!! lM*:REGRAIIN
- n::*:crat:se of test;n tr.aege det;eeat e.;. %..
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- 1 48e:ted :::;eent is in::eo:ste :r :ta*:.fe:e 1
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- aces 2 ate :tstrit.ts: ar.3 :: t :: : :es;;*. *:asi :: ::.ns*.
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- !%* :%:!i!! :es;t :::.ie t sta:;s ;te i. :a:.: :* ::r *:. ta*
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i Appendix 1 Page 1 of 6 INSTRUCTIONS FOR CATEGORIZING AND CODING DESIGN AND TECHNICAL ASSESSMENT DATA I
CODING INSTRUCTIONS II.
DOCUMENT TYPE CODES i
1.
FSAR 2.
Design Basis (Design Criteria) 1 l
3.
Calculation 4.
Stress Data Package 5.
Diagram (P&ID, etc) 6.
Drawing 7.
. Specification (Technical, Purchase Order)
===8.
System Description===
9.
Vendor Document (Drawings Manuals, Procedures) 4 10.
Equipment Qualification Package 11.
Design Change Control l
- 12. Technical Procedure i
13.
Administrative Procedure 14.
Special Process Procedures (Welding, Cleaning, etc.)
l 15.
Status Document / Indices 16.
Fire Hazards Analysis Report 17.
None 18.
Other INSTRUCTION i
1.
Select the most appropriate document type as sociated with the Action Item.
2.
For inconsistency between documents, identify both document types in the description and code the document which was at fault.
I 3.
If it can not be determined what document is at fault, code both documents.
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l Appendix 1 Page 2 of 6 CODING INSTRUCTIONS l
III. RESPONSIBLE DISCIPLINE CODES 1.
Instrumentation and Controls 2.
Electrical 3.
Mechanical Systems j
4.
Mechanical Components i
5.
Equipment Qualification i
6.
Pipe Stress and Supports 7.
Plant Design j
8.
Nuclear 9.
Civil / Structural
- 10. Geotechnical 11.
Construction
}
l 12.
Not Discipline Related I
j 13.
Licensing I
- 14. NSSS l
- 15. Other l
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INSTRUCTIONS 1.
For inconsistencies between disciplines, identify both disciplines in the description and code the discipline considered to be at fault.
l
- 2..
If it can not be determined what discipline is a fault code both disciplines.
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...-..-...-.-....1
-. -. _ _. ~.. - -. -.. -.
... ~. ~ -.. -.. _ - - -- --
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i Appendix 1'.
l Page 3 of 6 CODING INSTRUCTIONS IV.
CAUSE CODES i
1.
Failure to Comply with Administrative Procedures k
2.
Failure to Implement Technical Guidance 3.
Inadequate Procedures 4.
Incomplete Training 5.
Misunderstanding of Requirements 6.
Inadvertent Error i
l' 7.
Invalid Action Item i
8.
Incomplete Document Review Cycle 9.
Unclear Design Change 10.
Supervision / Review Incomplete (This code shall not be used when any of the above more specific codes can be used)
- 11. NSSS/ Vendor Error 12.
Unknown i
13.
Failure to Update Documents l
14.
A-E Standard Practice
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1 15.
Other i
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INSTRUCTIONS If code 7 invalid Action Item is identified additional coding shall not be performed with the exception of Invalid Action Item Reason Code. Select the one j-most appropriate code.
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i Appendix 1 l
Page 4 of 6 2
i CODING INSTRUCTIONS V.
INVALID ACTION ITEM REASON CODES i
j 1.
Auditor Misinterpretation t
i 2.
Documents not Provided During the Audit j
3.
Additional Information/ Explanation Provided Subsequent to the Audit.
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Appendix 1 Page 5 of 6 i
CODING INSTRUCTIONS VI.
EXTENT OF CONDITIONS CODES i
l 1.
Isolated / Unique - One of a kind or unique condition.
2.
Randon - Few occurrences and apparently randomly dispersed.
i 3.
Limited - Several or numerous occurrences but limited to a particular i
l circumstance. Examples:
(1) Deficiencies attributable to a particular preparer or reviewer, (2) Deficiency related to a specific type 1
analysis.
I 4.
Extensive Discipline - Widespread within a discipline.
5.
Extensive (Project Engineering Management / Administrative)
- Generic, 1
widespread deficiency that are not attributable to a discipline (e.g.,
i Records Retention).
(
l-6.
Unknown.
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INSTRUCTIONS i
If the extent is not clear, item 6 should be listed.
Select the one most appropriate code.
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Appendix 1 Page 6 of 6 CODING INSTRUCTIONS VII. EXCLUSIONS 1.
Is the Action Item a editorial or administrative problem in nature with no effect on the design process?
2.
Would the problem have resulted in the need for hardware changes or -
operating restrictions / modifications?
i 1
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INSTRUCTIONS 1.
These questions are to be answered Yes (Y), No (N), N/A (NA), or Unknown (U).
2.
Editorial or administrative problems in nature include examples such as:
o Typographical error o
Incomplete numbering of calculation pages and indexes o
Incorrect transfer of P&ID line numbers
)
o Timeliness of incorporating PCRs, DCNs, etc 3.
If question #1 is positive, question #2 should be answered NA.
4.
If question #1 is negative, question #2 should be answered Y, N or U.
5.
If the answer to question #2 cannot be determined based on the audit records (i.e., report, project response or auditors evaluation or the experience of the evaluator) the question shall be marked unknown. Subsequent review will be performed, if deemed necessary.
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Appendix 2 Page 1 of 37 LISTING OF ALL ACTION ITEMS SOUTH TEXAS PROJECT This appendix lists all action items which have been coded and entered into the data base.
Listed for each action item is the (1) identification number, (2) category code and (3) description.
Action item category code descriptions are shown below.
1.0 DESIGN DOCUMENTS ADEQUACY 1.01 Adequacy of Functional Design 1.02 Documentation of Design Basis 1.03 Implementation of FSAR Commitments / Design Requirements 1.04 Code Compliance 1.05 Definition of Design Input / Assumptions 1
)
1.06 Documentation of Engineering Judgment s,_ /
1.07 Miscellaneous Design Document Errors 6
1 1.08 Definition of Design Document Interfaces 1.09 Adequacy of Calculation Methodology l
1.10 Adequacy of Construction / Procurement Documents 1.11 Finalization of Design Documents l
2.0 DESIGN PROCESS AND METHODS 2.01 Adequacy of Technical Guidance 2.02 Adequacy of Design Process Procedures 2.03 Adequacy of Equipment Qualification Document Review 3.0 COMMUNICATION OF DESIGN REQUIREMENTS BETWEEN GROUPS 3.01 Adequacy of Interdisciplinary Coordination 3.02 Adequacy of A/E - Supplier /NSSS Interface 1
3.03 Adequacy of A/E - Construction Interface 4.0 FSAR CONTROL 4.01 Consistency of FSAR with Design 4.02 Adequacy of FSAR Content 5.0 DESIGN CHANGE CONTROL t
((n
)
5.01 Adequacy and Completeness of Design Change
_,/
5.02 Adequacy of Technical Basis for Design Change 5.03 Adequacy of Design Change Incorporation 5051D-1447515-B1
i
).
i Appendix 2 Page 2 6.0 DESIGN DOCUMENT CONTROL 6.01 Adequacy of Distribution of Design Information i
6.02 Adequacy of Design Document Status Identification / Indexes l
l 7.0 MISCELLANEOUS CONSTRUCTION RELATED ACTIVITIES i
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O C
O All ACTION ITEMS SOUTH TEIASPROJECT eee ID TVFE DESCRIPT!0N S83 1 01 1.02 SEISMIC DESIGN CRiiERIA AND RELATED FSAR SEtil0N DON'T CLEARLY SPECIFY REQiS USED TO PERFORM SDIL-SIRUCTURAL INTERACil0N ANRYSIS FOR CAT I STRUCI.
583 1 02 4.01 FSAR IKONSISTENT WITH ESPONSE SPECTRA KVELOPED FROM DESIGN GROUMB IIME HISTORIES AT FPED. LESS THM 0.4 CPS
$83 1 03 4.02 FSAR IKONSISTENT N!iH 3-DIMENSIONAL TIME HISTORY DYNAMIC AMLYSIS RESARDING ALSEBRAIC COM81NAi!DNS OF TIME HISTORT RESPONSES 583 1 04 1.06 DESIGN BASl$ SSI ANALYSIS DID NOT CLEARLV ADDRESS EFFECT OF CMNGES IN STRUCT. CONFIS. Oh FLOOR RESPONSE SPEtillA 583 1 05 1.05 MEAS MT THICKESS IN SSF MODEL MS ASSUED TO K 4* O' WHEREAS THE ETUAL Mi !3ICHESS NAS 6' 0*
S83 1 06 1.09 METHODOLOGY IKONSISTENT IN KTER M1 KLATIVE DISPLACEMENTS RE: SINGLE-STEP VS TMD-STEP FER METH00 583 1 07 0.00 MARIN6 STRESS DEVELOPED UWER MEAR FDN Mi DURING A SEISMIC EVENT NAS NOT ANK 583 1 08 1.05 SEISMIC STRESS ANALYSIS OF LOAD-CARRYING MALLS ANO BASE MT KSI6il IIDN'T IELUBE THE LATEST SEISMIC LOADS AW MEA 6 CONFIGURAT10ll S83 1 09 0.00 DESIGN BASIS FLOOR RESPONSE SPECTRA MD REANALYSIS USING EMS METINID DID NOT COMPLY MITH R61.122/RES. POS. El 0F R61.122 583 1 10 1.06 DESIGN BASIS VERTICAL FRS CURVES DID NOT INCL LOCR EFFECTS OF FLOOR FLEl!BILITY S83 1 !!
0.00 DESIGN BASIS FRS CURVES DID NOT REF EHS RESPONSE SPECTRA FOR VERIFICAi!ON OF PRIOR A4 FUTURE SEISMIC DESIGN AM/OR DUALIFICATION 583 1 12 0.00 SEISMIC QUE PROCED RE: FRS RIGNENTED Bf ENS-SSI ANR, DID NOT INCL NSSS ASSESSNENT 593 1 13 0.00 EVALUATE SWEC RECOMMENNil0NS IN FINAL SEC REPORT FOR 83-1 583 IS 01 0.00 REFEKEES NHICH ARE SUPERCEND B&R CRITERIA ANO DMES ARE NOT TRErABLE (15-2,3,4,5,6,8 41.11) 583 15 02 1.11 KSISN LDADS NERE NOT UPDATED BASED ON LATEST COMPUTER ANALYSIS OR NERE PREVIOUS LOADS NOTED AS CONSERVAllVE 1S-312.11 583 15 03 1.03 THERML GROWTH OF COLU#NIS NOT CONSIKRED IN CRCULATION IN EC0h.AKE WITH FSAR LDADIN6 COMBINATIONS IS-6t2.2)
S83 IS 04 1.04 INSUFF. JUSTIFICAi!DN PROVIM D IN C RCULATION FOR SELECTIN 6 GOVERNING CUBICLE CONFIGURATION 15-911.2)
S83 IS 05 1.05 CALCULATION REFERENCE IS IMAPFROPRIATE TO DOCUMENT DLF FOR JET IMPINGEMENTIPIPE NHIP 15-914.51 583 2 01 3.01 STRESS ANALYST NOT PROVIKB RL POSSIRE SIGNIFICANT RHRISI SYS OPERATING MODES FOR CONS!KRAT10N FOR STRESS ANALYSIS 583 2 02 3.02 RHRISI SYS DES!6N 0005 REU'6 MES VERIF MERE NOT SENT FOR VERIFICATION S83 2 03 2.01 NO SUIKLINE FOR VENDOR VERIFICATION OF CALCULATED N0llLE LOADS WHEN ALLONABLE II0llLE LDADS ARE NOT AVAILABLE 583 2 04 3.01 NNES 0W6S NERE NOT SENT TD THE AFFECTED CIVIL DISCIPLIE 5
583 2 05 1.02 SYS CALCS KRE NOT PERFORMED TO CONFIRM THAT IHt/SI PIPING ARRANGEENTS MEET NNES PRESS-BROP CRITERIA 583 2 06 2.02 CALC PROCED DID NOT REDUIRE THE CRC PURPOSE, SCOPE, COELUSIONS, ETC, TO K INNTIFIED IN TE CRC o-583 2 07 0.00 COPIES OF DOC REVIEN NOTICES MARING SIGNATURES OF INTERFEINii DISCIPLIES KRE NOT PRESERVED E
583 2 08 2.02 INCONSISTEKIES EIIST IN SEVERE PR9CEDUES RE: LilllTATIONS OF TE IINIERIATE SUPERVISOR N
S83 3 01 1.05 PIPE STRESS AMLYSIS CRITERIA KFEREEES IKORRECT SECil0N OF ASE CODE K: EIEMPTION OF THERML STRESS RATCHET CECK y
1 583 3 02 0.00 PIPE STRESS ANAL CRITERIA REFEREEES NESTINGHOUSE GEERIC OBE CYCLES AT NSSS/B0P inTERFEE INSTEAD OF PLMT SPECIFIC REOM*TS y
583 3 03.1 1.05 PIfi STRESS M AL CRiiERIA DID NOT CONSIE R TRANSIENT EFFECTS OF RELIEF VR VE OPERATION 583 3 03.2 1.05 PIPE STRESS ANAL CRITERIA DID NOT ADEDUATELY ADORESS TERML TRMSIENTS IN ASNE !!! CL 1 PIPE STRESS MR 583 3 03.3 1.05 PIPE STRESS ANAL CRITERIA DOCUMENI DOES NOT REF ASME III COE E004110NS C0VERING THERNAL TRANSIENTS-LOAD COMBIMTIONS 583 3 03.4 1.05 PIPE STRESS Ah4 LYSIS CRITERIA DOES NOT ADEDUATELY ADDRESS SEISMIC ANCHOR MOTION DISPLKEMElli FOR ALL LDAD COMBIMTI0llS 583 3 03.5 4.01 FSAR IKONSIST. NiiH PSAC, RE: COMBINING DCCASIONAL LOADS SUCH AS FLUID TIIANSIENTS NITH OBE LDADS FOR CL 2/3 STRESS MAL SSI 3 03.6 0.00 PIFE STRESS ANAL CRITERIA DID 1101 PROVIK A REF. FOR METHODS FOR C0llBillllNi MOMENTS FOR CL 2/3 STRESS ANAL 583 3 03.7 1.05 PIPE STRESS MALYSIS CRITERIA DID NOT ADDRESS TESilNG LOAO CONDITIONS AND CORRESPOWING ELONAKE STRESSES i
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AlL ACTION ITEMS SOUTH TEIASPR0 JECT eae ID itPE DESCRIPi!ON S843 06 1.10 PIPE SUPPORI FIELD FABRICAi!DN & INSTAL *N SPEC OID NOT ADDRESS UNACCEPTABLE DEVIATIONS RESuli!NG IN B0ff0 MIN 6 OR TOPPING OUT OF SPRING HANGERS 584 3 07 0.00 PIPE SUPPORT FIELD FABRICAi!DN ANI INSTALLATION SPEC DID NOT GUALIFY THAT I 2-INCH DEVIATIONS ONLY APPLY TO ADJUSTABLE LENGTH SUPPORT ASSEM S84 3 08 0.00 FIPE SUPPORT FIELD FAB & INSTAL'N SPEC DID NOT DEFINE ' SNUG TI6H1' FOR BOLTS FOR INSTALLING RISER CLAMPS RESULTIN6 IN PoiENilAL OVER-TOROUING 584 3 09 1.10 PIPE SUPPORT FIELD FABRICATION AND INSTALLATION SPEC DID NOT CLARIFY PIPE CLAMP INSTALL INSTRUCTIONS RE: FULL EMING BETEEN ALL LU6S A S84 3 to 1.10 PIPE SUPPORT FIELD FABRICATION AND INSTAL *N SPEC DID NOT CLARIFY THE TRANSVERSE RELOCATION OF A ELD TO THE OPPOSITE SlK OF A STR 584 3 11 1.10 PIPE SUPPORT FIELD FABRICATION ANO INSTAL *N SPEC PERMITS UP TO A I/B INCH GAP BEINEEN A PIPE AND ITS SUPPORT N/0UT PIPE STRESS
$84 3 12 1.10 PIPE SUPPORT FIELD FA8RICATION AND INSTALLATION SPEC DID NOT CLARIFY THE CRITERIA USED 10 DETER THE KED OR DESIGN OF PLATE SilFF
$84 3 13.1 1.10 PIPE SUPPORT FIELD FAB & INSTAL'N SPEC DID NOT SPECIFY A LONER LIMIT OF TOLERANCE ON THE TOTAL CLEARANCE DIMENSION ETEEN P S84 3 13.2 1.10 FIPE SUPPORT FIELD FABRICATION AND INSTALLAi!0N SPEC DID NOT AK 90ATELY SPECIFY A U-BOLT INSTALLAT10N/ CLEARANCE REDR'T
$84 3 14.1 1.07 PIPE SUPPORT DESIGN CRITERIA ODES NOT ADEGUATELY ADDRESS APPLICABillIY OF RE6 SUIDES 1.124 AND 1.84 584 3 14.2 1.04 PIPE SUPPORT DESIGN CRiiERIA DID NOT ADDRESS LATERAL STABILITY AND CRIIICAL BUCKLING FOR THE SIMPLIFIED EVALUATION OF STRU STEE 584 3 15.1 0.00 FIPE SUPPORT DESIGN CRITERIA DID NOT PROVIDE JUSTIFICATION FOR USING NRC BILLEilN 107 NHEN ANALYilCAL LIMITS ARE EICEE9ED S84 3 15.2 0.00 PIPE SUPPORT DESICN CRITERIA DID NOT AKOUATELY ADDRESS TE ANAL. OF RESTRAINT ATTACMENTS, RE: USE OF PSK 5.16.3 NEL5 DETAIL 584 3 16 1.05 PIPE SUPPORT DESI6N CR!iERIA DID NOT ADDRESS NAM /SM TUBE AliACHENT TO LRSR TUBE MS THE POTENTIAL PUNCHING SHEAR PROS.
S84 3 17 0.00 PIPE SUPPORT KSIGN CRITERIA DID NOT PROVIDE JUSTIFICATION FOR NOT CONSIDERING PRYING ACI!ON FOR OTER THM NORMAL LOADS S84 3 18 1.06 PIPE SUPPORT DES!6N CRITERIA DID NOT PROVIDE JUSTIFICATION FOR NOT CONSIERING FRICTION F0KES FOR OTER THAN NORMAL LO S84 3 19 0.00 PIPE SUPPORT DESI6N CRITERIA DID NOT SPECIFY M UPPER LIMli 0F SUPPORT STIFFNESS IN TE AUt STEEL KS!6N S84 3 20 0.00 FSAR DID NOT CLEARLY DEFINE 'DE'aBit CONO! TION' RE: PLANT CONDITION OR SYSTEM CONOli!ON S84 3 21.1 4.01 FSAR DOES NOT REFERENCE THE SPECIFIC ASME !!! CODE EDITION MD AOKNDA FOR CLASS 1 PIPE SUPPORTS E94 3 21.2 4.01 FSAR DOES NOT REFERE EE THE SPECIFIC ASME III CODE EDlil0N AND ADK NDA FOR CLASS 2 AND 3 SUPPORTS (SEE A/E 584-3-21.11 584 3 22 3.02 PIPE SUPPORT VENDOR DES 16N SUIES LACKED CLAR!if RE: EFFECT OF SKENED SUPPORTS ON PIPE STRESS ANALYSIS S84 3 23.1 0.00 A CONTROLLED INDE! 0F PIPE SUPPORT VENDOR'S CERI. DESIGN REPORT SUMMARIES ILDRSI NAS NOT M ING MAINTAINED 584 3 23.2 1.10 PIPE SUPPORT VENDOR DID NOT PROVIDE A CERT OF LDAD CAPACITY FOR STD LU8AliE PLATE ASSEMBLIES USED IN ASME III CLASS 1 PIPE SUFF 584 3 24 3.01 SUIDELINES OF SUPPORT DESIGN (PED-0231 DID M0T RED THE C/S GRP TO RESPOND IN ALL CASES TO THE PSS6'S INTERFACE LDAD TRANSM
$84 3 25 2.02 GulDELINES OF SUPPORT DESIGN (PE0-0231 IS INCONSISTENT IN THE DEFINiil0N OF 'RH' 584 3 26.1 1.07 PIPE SUPPORT CALCULATION DID NOT CONTAIN AN INTERFACE LOAD SEET LOCAilN6 THE INTERFACE MD 61VING TE SUPPORT REACTIONS" S84 3 26.2 5.02 CALC DID NOT INCL AN ADEQUATE BASIS FOR DUALIFYIN6 VENDOR-SUPPLIED CLMP MODIFIED BV CHANNEL ELDED 10 li 7
584 3 27 1.03 PIPE SUFFORT KSIGN CALCS DID NOT ADEQUATELY 00ALIFY ITEMS SUCH AS INTERMED PLATES, PIPE CLAMPS, SNUBEA BRAClfEIS, ETC.
S84 3'28.1 1.03 CALC CID N01 INCL STRUC ADEQUACY EVAL FOR ALL NELDS OR S!llN6 0F ELDS FOR FIELD JOINING PEICES OF STRUCI MB SNUBKR ASSEMBLIES e
S84 3 28.2 1.03 NELD EVALUATION DID NOT TA*E INTO ACCOUNI THE REDUCT10N IN THE FILLET ELD THROAT SilE DUE TO MEMBER ANGULARIIY S84 3 29 1.03 PIPE SUPP CALC 010 NOT INCL FRIC110N FORCE RESULTIN6 FROM PIPE THERMAL MVMNTS OVER 1/16' IN UNRESTRAINED DIRECTION 584 3 30 5.02 PIPE SUPPORT CALC DID NOT INCL AN EVALUATION OF VENDOR QUALIFIED liEMS THAT HAVE MEN MODIFIED (SEE A/I S84-3-26.2) 584 3 31.1 1.05 PIPE SUPPORT CALC DID NOT AK 0UATELY SPECIFY REFERENCE TO ENSURE TRACEAllLlif S84 3 31.2 1.05 FIPE SUPPORT CALC REF FOR VENDOR ITEM LOAD RAi!N6S DID NOT ADEQUATELY IDENT CDRS (SEE A/I 584-3-31.11 S84 3 32 1.06 FIPE SUPPORT CALC DOES NOT DOCUMENT THAT THE SPRING OF VAR'4BLE SPRING HM6ERS DOES NOT TOP OR BOTTOM DUI DURING ALL CONDIi
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S84 4 26E2 3.02 FIRE AREA IN WHICH SAFEff-RELATED RELAY PANEL IS LOCATED NOT LISTED IN IMPELL CALC. E6(6.2) 584 4 27 2.01 CABLE INSTALLATION PROCEDURE INCOMPLETE RE: SPECIAL REDUIREMENTS FOR USE OF NON-00ALIFIED CABLE E7(2.ll 584 4 28 1.07 CABLE TRAY COMBUSilBLE LOADING DIFFICULT TO VERIFY DUE TO INCOMPLETE TRAY IDENTIFICATION E8tl.1) 584 4 29 1.11 DESIGN CHANGES TO PROVIDE PROTEtilVE K VICE C00RDINAT10N AND/OR ALTERNATIVE ACil0NS NOT AVAILABLE FOR REVIEW 84-4-E9(1.ll 584 4 30A 1.10 SPECIFICATION DOES NOT PROV!K PHYSICAL DETAILS FOR GROUNO BUS Cll6.51 584 4 308 1.04 SPECIFICATION REQUIREMENTS RE: CRiiERIA FOR SELECTIN 6 00MilTY OF DETECTORS NOT CONSISTENT WiiH NFPA RECOMENDAI10N C S84 4 3tA 1.01 FIRE PUMP AUTO START FOR EAKR LO PRESSURE WOULD BE LOST ON FAILURE OF COMON SENSIN6 LINE C214.2.li S84 4 3tB 1.01 P&lD DRANING SHONS PRESSURE RESULAllN6 VALVE FOR DIESEL HT EICHAN6ER INSTALLED INCORRECILY C214.2.2) 584 4 3!C 1.04 SEVERAL COMPONENTS REQUIRED BY NFPA NOT SH0H ON P&lD FOR COOLING WATER LINE TO DIESEL HT EXCHM6ER C2(4.2.31 S84 4 31D 1.08 P&lD NOT CONSISTENT WITH LO6IC AND/OR ELEMENTARY DIAGRAM RE: INSTRUMENTAi!DN C214.2.4) 564 4 32A 3.02 LOGIC DIAGRAM NOT CONSISTENT WITH VENDOR INSTALL /0P MANUAL RE: FUNCTION OF SIDP/ RESET PUSHBUTTON 0414.2.1)
S84 4 32B 0.00 SEE ACil0N ITEM 584-4-31D, DRP 84-4-6-02, liEM 4.2.4 S85 4 148 0.00 DESIGN CRITERIA DOES NOT ADDRESS CRACK POSTULATION FOR M0KRATE ENER6Y CLASS I PIPING EM217.21 585 1 01 4.02 TABLE 6.5-1 0F FSAR CONCERNIN6 ESF FILTER SYSTEMS IN ERROR FOR HVAC IN CONTROL R00M S85 1 02 1.08 CR11ERIA FOR SM0kE PURSE IS INCONSISTENT BETEEN FSAR AND DESIGN CRITERIA S85 1 03 4.01 CONIROL ROOM HVAC SYSTEM INCONSISTENCY EXISIS BET EEN FSAR AND VENDOR DOCUMENTS RESARDIN6 FAN SPEEDS 583 1 04 4.01 FSAR NOT CONSISTENT WITH KSI6N DOCUMENTS RESARBING CLASSIFICATION OF CONTROL ROOM HVAC SYSTEM 585 1 05 4.02 FSAR AND DES!6N CRiiERIA DID NOT ADDRESS REOUIREMENTS FOR THE CONTROL ROOM BREATHING SYSTEM 583 1 06 1.07 DES!6N CRITERIA INCONSISTENT RESARDIN6 CONTROL ROOM MKEUP FILTER TRAIN OPER DURING LOSS OF 0FFSITE POWER S85 1 07 1.05 CONTROL ROOM HVAC SYS CALC FOR DUTSIDE AIR DID NOT CONSIDER WORST CASE CONDITION S83 1 08 1.07 HVAC DES 16N CRITERIA DERR LO6 INCORRECTLY REF NRON6 SECTION S85 1 09 4.02 STP SHOULD JUSi!FY USING NON-!E DEVICE FOR TRIPPING HEATERS IN THE CONTROL RM HVAC SYS UNDER ACCIDENT CONDITIONS S85 1 10.1 1.08 INCONSISTENCES EXIST BETWEEN DESI6N CRITERIA AND SPEC. FOR MOTORS RE: VOLTAGE RATINGS A-S85 1 10.2 1.11 UNABLE 10 VERIFY EIISTENCE OF DESIGN DOCUMENTS THAT SPECIFY REOUIREENTS FOR MI CONTROL circuli CABLE LEN6THS 585 1 10.3 1.08 DISCREPANCIES EllSi BEINEEN DESIGN CRITERIA AND SUPPORTING CALCULATIONS FOR MBIENT TEMP USED IN RCB HVAC SYS 585 1 10.4 1.06 CABLES INSTALL IN CONDUli NOT CONSIDERED NHEN 00 W UTIN6 E AT RELEASEB FROM ELEC. EDUIP.
2 585 1 10.5 1.06 HEAT RELEASE CALC DID NOT JUSilFY THE ASSUMPi!ON THAT 601 0F CABLE INSTALL IN CABLE TRAYS K RE ENER6 fled S65 1 10.6 2.01 DESIGN CRITERIA DOES NOT ADDRESS DESIGN LENGTH OF ELEC. CABLE VS INSTALLED LENGTH S85 I 11 1.11 SYSTEM DESLRIPil0N NOT ISSUED FOR CONTROL R00M HVAC SYSTEM g"
S85 1 12 0.00 CONTROL ROOM HVAC DES!6N CRITERIA DOES NOT ADDRESS REQUIREMENTS FOR DN LINE TESTING (SEE ACTION ITEM S85-2-676) 585 1 13 2.01 CONTROL ROOM HVAC CESIGN CR!iERIA DOES NOT ADDRESS CEMICAL TREATMENT SMPLING REQUIREMENTS FOR CHILLED WATER SYS S85 1 14.1 1.11 EAB CONTROL R00M HVAC CALCULATION FOR HEAT LDAD NOT IDENilFIED AS PRELIMINARY 583 1 14.2 1.08 CONTROL ROOM HVAC SYS CAL FOR KEAT REL FROM ELEC MOTORS INCONSISTENT WITH M SIGN CRITERIA S85 1 14.3 1.11 EFFICIENCY DATA CALC FOR ELEC MOIDRS IN CONTROL ROOM HVAC SYSTEMS USED REPRESENTATIVE DATA RATHER THAN ACTUAL
Appendix 2 Page 14 s
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ALL ACTION ITEMS SOUTH TEXASPROJECi eee ID TYPE DESCRIPTION 585 I 34.3A 1.!! DRMINGS ANO SPECIFICATION IN CONFLICT REGARDING ASSI6 MENT OF SAFEif CLASS 585 1 34.3B 0.00 FIRE PROTECTION PUMP SPECIFICAll0N DOES NOT ADDRESS SEISMIC REQUIREENTS FOR DRAIN PIPING 585 1 35.1 1.11 CONTROL ROOM TEMPERATURE AND RELATIVE HUMID!IV VALUES USED IN EQUIPMENT SPECIFICAT10NS CONFLICT WITH DESI6N CR!iERIA DOCUENTS S85 1 35.2 1.07 PRESSURE DROP DATA FOR SILENCERS IKONSISTENT NiiHIN SPECIFICATION SECTIONS 585 1 36 1.11 INCONSISTENCIES EXIST BETWEN SPECIFICAll0N, VENDOR MOTOR DATA SHEET AM FM CURVES RE6ARDING FAN SPEED S85 1 37.1 1.11 DISCREPANCIES EIIST BETWEEN EQUIPENT SPECIFICATION A110 DESIGN CRITERIA REGARIING NORMAL AG ACCIENT PRESSURE PMMETERS S85 1 37.2 0.00 SPEC. DID NOT DELINEATE COMPLETE D0C. IDENTIFICAi!0N REQUIREENTS S83 1 38.1 1.11 300 TON CHILLER PURCHACE SPEC ENVIROMENTE CONDITION REQUIREMENTS IN CONFLICT NITH EQUIP 90AL KSl6N CRITERIA DOCUMENT S85 1 38.2 2.01 PROCUREMENT SPEC FOR SAFEIV CLASS CHILLERS AM THE DESIGN CRITERIA DOCUENT IN CONFLICT RE6M0 LNG ENTERING NATER TEMP 585 1 38.3 0.00 EPEC EQUIPMENT DATA SHEET CONFLICIS NITH FSM RE6ARDING LINE VOLTA 6E Al MOTOR FOR CHILLER PulF S85 1 39A 1.07 HVAC INSTALL SPEC INCONSISTENT IN KFINING EFFECTIVE CODE DATES S83 1 39B l.08 HVAC INSTALL SPECIFICATION AND PROCUREMENT SPEC CONFLICT REEM0!N6 EFFECTIVE CODES AM DATES S85 1 40A 3.01 ENVIRONMENTAL CONDITIONS CONTAIE D IN PURCH. SPEC. FOR AC EQUIPMENT IS NOT CONSISTENT WITH EQUIP. 00AL. MSIGN CRITERIA S83 1 408 0.00 SPECIFICATION NOT UPDATED TO REFLECT FILL IN BATA SUPPLIED BY VENBOR FOR MOTOR CHARACTERISTICS 585 1 41 0.00 VENT DUCT NELD INSP. CRllERIA APPLIED TO CLASS 8 & D JOINTS DOES NOT AGREE NITH INDUSTRY STANSAR95 S85 1 42 4.01 TOIIC 6AS ANALYlER SPECIFICATION IKONSISTANT NITH FSAR RE:IEEE 323 REOUIREMENTS SB5 1 43 0.00 SPEC REQUIREMENTS RE6ARDING TUB!NE SUPPORT MI. SPACING APPEARS TO BE TOO RI6!D S83 1 44.1 1.11 INTERFACE DRMING LACklN6 DETAILS FOR FIRE DETECTORS IN RELAY MB C0lFUTER ROOMS 10 OPERATE HVAC DAMPERS 585 1 44.2 0.00 AIR LEAKAGE 00mitTIES SHOW ON EAB CONTROL ROOM EWELOPE DRMING DO NOT AGREE uliH AIR FLON CRC.
585 1 45 0.00 FABRICAi!0N DRANIN6 DOES NOT SHON SPLITTER DMPER ON Fall RETURN AIR BUCT S83 1 46 0.00 NO FIRE DMPERS IN AIR DUCT SEPARATING CONTROL ROOM FROM RELAY ROOM y
S85 1 47 1.11 KLU6E NATER SUPPLY SYSTEM INTERFACE NOT REFEREEED ON EAS CONTROL ROOM DUISI K AIR MAKEUP SYS DN6
'8 585 1 47.1A 1.11 DRAIN SYSTEM INTERFACE NOT REFEREKEB ON EAS CONTROL ROOM OUTSIK AIR MAFEUP SYSTEM DRMING S83 1 47.1B 0.00 DUPLICATES ACTION ITEM NO. 505-1-15 R
583 1 47.2 1.01 PROVI K JUSi! FICA 110N FOR USING A SINGLE TORNADO DAMPER K SIGN IN THE CONTROL ROOM OUTSIDE AIR MAKE-UP SYS'ry M
S85 1 48 0.00 FIRE PROTECTION SYSTEM CRITERIA DOES NOT ADDRESS OPEN BOORS ETWEN MIN CONTROL ROOM AllD ADJ0lN1116 ROOMS N
I 583 1 49 1.01 VEllDOR DRAWING FOR ECM PUMP DID NOT IKNilFY Ullli BT COMPONENT NAME OR EDUIPMENT NUMER 7
S83 1 50.1 0.00 ESSENilAL COOLING NATER AND ESSENTIR CHILLED NATER SYS. INTERFACE IS NOT CLEARLY KFIED ON P & I DRANING S85 1 50.2 2.01 IEONSISTEEIES EXIST BETEEli HVAC SYS MSIGN CRITERIA AND INSTRLAT1011 DRAll!N6S REGARDING EDUIPMENT DRAINS TO SUMPS 585 1 50.3 1.11 CONTROL VALVES ASSOCIATED WITH EAS CONTROL ROOM ENVELOPE AHU CAllNOT BE VERIFIED S85 1 51.1 1.07 SPECIFICAll0N DATA SHEETS FOR FLON ELEENTS LACFED KIAILED lilSTRUCil0ll 10 VEllBOR S85 1 51.2 0.00 FLOW ELEMENT PROCUREENT SPEC. NUMER IS NOT KFEREKED ON DATA SHEEIS 585 1 51.3 0.00 FLOW ELEMENT DATA SHEEIS 110T FILLED IN BV VENBOR FOR REQUESTED INFO.
595 1 52 1.01 VALVE POSITION INDICATOR NOT SHONN DN FIRE PROTECTIO 11 BRAlllN6 FOR ME AUI BLB6.
S85 1 53 0.00 DUPLICATES ACil0N liEM NO. S85-1-47.1A
Appendix 2 Page 17
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O ALL ACil0N ITEMS SOUTH TEIASPROJECT eea ID TYPE DESCRIPil0N
$85 2 37A 0.00 P & 10 DOES NOT IENTIFY COMECilNG FLANCES AT PIPE TO PIPE COMEtil0N S85 2 37B 1.07 ISOMETRIC DRMIN6 REFERS 10 IKORRECI SPOOL PIECE NUMBER 583 2 38 0.00 DUPLICATES TO ACTION lier SO5-2-12A SBS 2 39A 0.00 STP TO DEFINE LDAD FACTOR FOR FAULIED CONDITION S83 2 398 1.06 JUSTIFICATION NOT PROVIDED FOR NOT PERFORMIN6 SHEAR TENSION INTERACT 10N FOR ANCHORS S83 2 40A 1.07 JUSilFICAil0N NOT PROVIDED FOR USE OF PRELIMINARY PIPE STRESS CRC AS INPUT TO PIPE SUPPORT ANALYSIS S85 2 40B l.07 INSUFFICIENT KF KTAll WiiHIN PIPE SUPPORT CRC RE: DESIGN CRiiERIA DOCUMENT (SEE ACil0N ITEMS $84-3-31.1 AND 31.2)
S85 2 40C 0.00 VALIDITY OF SNUBKR ELOWARE LOAD IS DUESTIONABLE S85 2 41A 0.00 DUPLICATES ACTION liEM S85-2-404 S83 2 41B 1.06 PIPE SUPPORT CALC DID NOT ADDRESS ALL STRUCT ELDS (SEE ACTION ITEM NO. S84-3-28.1) 585 2 41C 0.00 BEVEL ELD SYMBOL DOES NOT CONTAIN ENOUGH INFO TO DETER WELD ADEDUA CY S83 2 41D 0.00 DUPLICATES ACTION ITEM 595-2-408 585 2 41E 1.07 INSUFFICIENT REF NITHIN PIPE SUPPORT CRC. RE: DURIFICAi!ON OF FIELD ELD (SEE ACTION ITEMS SB4-3-31.1 MD 31.2) 585 2 42A 1.02 DRMING BASEPLATE ATTACHMENT CONFISURAi!ON DIFFERENT FROM ONE ANAlflED 585 2 42B 0.00 JUSTIFICATION NOT PROVIDED FOR WELD WRITE 4FF IN CALC S83 2 42Cl 0.00 DUPLICATES ACTION ITEM NO. S85-2-408 583 2 42C2 1.07 PIPE SUPPORT CALC DID NOT REFEREKE ANCH0P BOLT ALLOWARE OR COMPO ENT STIFFNESS VRUES S85 2 42C3 1.07 PIPE SUPPORT CALCULATION ins NOT REF UNOALANCED VERTICAL FORCE 585 2 42D1 1.11 STRUT ALLONAR E LDAD IKORRECT S85 2 4202 0.00 ANCHOR BOLT ALLOWARE LOADS IKONSISTENT KTEEN CALCULAi!GN MO KSIGN CRITERIA S85 2 4203 0.00 MCHOR BOLT SilFFNESS VALUE IKONSISTENT DETEEN CALCULATION AND KS16N CRiiERIA S85 2 42O4 0.00 STIFFNESS VALUE USED FOR REAR BRACKET STRUT WAS IKORRECT
'8 583 2 42El 1.07 REVISION LEVEL INDICATED IN TITLE ROCK OF BRMING NAS IKORRECT S85 2 42E2 1.07 DETAIL OF BASEPLATE WAS IKORRECTLY IKNTIFIED ON SUPPORT ORMING S85 2 42E3 1.07 BOLT MINIMUM EMBEDMENT LENGTH (DIMENSION) MISSING FROM DRMING 583 2 42E4 0.00 DUPLICATES ACTION ITEM NO 585-2-41E S85 2 43A 0.00 PIPE SUPPORT CALC DID NOT REF THE LATEST PIPE STRESS CALC USED FOR LOAD INPui 7
$83 2 438 1.06 00ALIFYING ANALYSIS NOT PROVIDED FOR INTERMEDIATE PLATE USED IN PIPE SUPPORT KSIGN S85 2 43C1 1.07 REF NOT PROVIDED FOR PIPE SUPPORT K SIGN CALC y
S85 2 43C2 0.00 DUPLICATES ACTION ITEM NO 585-2-43C1 O
585 2 43Di 0.00 DUPLICATES ACi10N ITEM S85-2-42D1 585 2 4302 1.11 VENDOR SUPPLIED SilFFNESS VALUE USED IN CALC FOR CCW PIPE CLAMP WERE NOT TE LATEST VALUE S83 2 43D3 0.00 DUPLICATESACTION liEM 585-2-42D4 585 2 44A 0.00 PIPE SUPPORT DESIGN CALC INCONSISTENT WITH PIPE SUPPORT DESIGN MANUAL RE: BEARING STRESSES 585 2 448 0.00 DUPLICATES ACTION ITEM S85-2-40B
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AlL ACTION ITEMS SOUTH TEIASPROJECT ID TVPE DESCRIPTION S85 2 45A 1.07 STRESS CALCULAll0N INCORRECTLY REFERENCE A SUPPORT CALC AS FINAL 585 2 458 0.00 DUPLICATES ACTION ITEMS S85-2-45A, 4562 MD 45L 583 2 4501 1.11 DRIENTATION OF SLOBAL 000RDIMIES IN COMPUTER MODEL NOT DEFINED WITHIN STRESS CALC 585 2 45C2 1.03 MTHEMAllCR PIPIN6 MODEL DID NOT ADDRESS RL NODE POINTS S83 2 45C3 0.00 DUPLICATES ACil0N ITEM S85-2-45LI S83 2 450 1.07 DISCREPANCIES FOUND IN SUPPORT DIMENSION LOCATIONS IN THE PIPING ANDCOMPUTER MODELS S83 2 45El 0.00 NO REFEREEE IN STRESS CRCULATION FOR APPLICABilliY OR NON-APPLICABILITY OF JET IMPlN6EMENT LDADS S85 2 45E2 1.05 CCW STRESS ANAL FOR RCB DOES NOT DESCRIK VARIOUS M0K S OF DPERATION S85 2 45E3 1.05 CATE60RIZAi!0N OF LOADS AS NORML, UPSET, EMER6ENCY OR FAULTED COND!!!DNS MISSING FROM CCW STRESS ANALYSIS S85 2 45E4 1.05 CN DID NOT ADDRESS TEMP AND PRESS COND!il0NS FOR BRMCH LINES 585 2 45E5 0.00 CALCULA110N DID NOT ADDRESS PIPE RUPTURE MD JET IMPIN6EMENT LOADS S83 2 45E6 1.03 STRESS DATA PACKAGE CALCULATIf.N DOES NOT ADDRESS FUNCTIONAL OPERABI LITY OURING DDA SBS 2 45Fl 1.07 CONTAINMENT BLD6 SHELL LOADING CALC DOES NOT REFEREKE SOURCE FOR DISPLACEMENTS DUE TO DBA S83 2 45F2 0.00 TOTAL CONTAINMENT DISPLACEMENT IN SOUTH EAST GUANDRMT IS SHOWh IN NRONS DIRECTION S85 2 45F3 1.01 STRESS CALCULATION LACKS DEFINITION OF TERMS S85 2 45F4 1.03 CALCULAi!0N DOES NOT REFEREEE APPLICARE REACTOR CONTAINMENT FM COOLER SUPPORT DRAWING S85 2 4561 0.00 SLEEVE CLEMANCE NOT LISTED ON CRC DPEN liEM LIST FOR CONFIRMATION S85 2 4562 2.01 SLEEVE CLEMANCE NOT ENSURED FOR ALL LOADING CONDITIONS S83 2 4563 1.07 CALC DOES NOT REF SOURCE FOR ALLONABLE ACTIVE VALVE END LOADINGS S83 2 45H 0.00 DUPLICATES Atil0N liEM S85-2 45E4 585 2 451 0.00 DUPLICATES ACT10N ITEM S85-2-45E2 583 2 45J 1.03 CALCULATION DOES NOT ADDRESS FLUID TRANSIENT LDADS NOR IS THIS INFORMTION PROVIMD IN THE STRESS DATA PACKA6E E
S85 2 45K 1.05 CALCULATION UTILIZED IK OCRECT 'SIF' FACTOR AT ONE NOBE
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S83 2 45L1 0.00 THE MTHEMATICAL M0KL DOES NOT INDICATE MASS PolNT LOCATIONS S83 2 45L2 0.00 MSS POINT SPACING CONFLICIS WITH STP PROCEDURE GUIDELINES 585 2 45MI 0.00 STIFFESS DEVIAfl0N SHEETS UTILIZE IKORRECT KNERIC SIIFFESS VRUES S85 2 45M2 1.06 JUSilFICAi!0N FOR SUPPORT STIFFESS DEVIATION IS OUESil0NADLE E
S85 2 45M3 1.07 INCORRECT PIPE SUPPORT CALCULAil0N NUMK R REF IN STRESS CALCULATION S85 2 45M4 1.07 CALCULAi!ON REFERENCES ARE IKORRECT RE6MDING REVISION LEVEL w"
585 2 45N 0.00 STRESS CALC DOES NOT REF VENDOR DETAll DRAWING FOR PEEIRATION ASSY.
S85 2 450 1.05 STRESS ANAL CRITERIA DOES NOT CLEARLY IDENTIFY ALLONADLE ACCELERATIONS FOR DUTTERFLY VR VES S85 2 45P 0.00 AliRIBUTE JUD6ED NOT ECESSARY AND, THEREFORE NOT ADDRESSED S85 2 46A 0.00 CCW SYSTEM INSTRUMENTATION DESCRIPT!0N IN FSAR REOUIRES CLMIFICATION RE: POWER SUPPLY FOR NON-CLASS IE INSTRUMENTS 583 2 468 1.08 IEDNSISTENCY BEINEEN FSAR AND SYSTEM DESCRIPIION RE: FUNCT10N OF CCN SURSE TANK LON-LON-LEVEL TRIP OF CCN PUMP MOTORS S85 2 47A 0.00 DUPLICATES ACTION ITEM NO. S85-1-10.1
AlL ACTION ITEMS SOUTH TEIASPROJECi eae ID TYPE DESCRIPi!0N S83 2 4781 0.00 DUPLICATES ACTION liEM NO S85-1-10.3 S85 2 4782 0.00 DUPLICATES ACTION ITEM NO S85-1-10.3 S85 2 47B3 0.00 DUPLICATES ACT10N ITEM NO. 585-1-10.3 585 2 47C 0.00 DESIGN CRiiERIA DOES NOT ADDRESS SilING OF FEEDER CA8tES FOR CLASS IE MOV'S S85 2 48A 0.00 DUPLICATES ACil0N ITEM NO $85-1-10.4 SE3 2 488 0.00 DUPLICATES ACTION ITEM NO S85-1-10.5 S85 2 48C 0.00 JUSilFICATION REQUIRED FOR ASSUMPil0N THAT HEAT ELEASE FROM CABLES INSTRLED IN TRAYS REMAINS CONSTANT, DURING NORMAL AND LOCA.COMITIONS 58;i 2 48B 0.00 DUPLICATES ACTION ITEM NO. S85-1-10.6 S85 2 49A 1.01 SYSTEM DESCRIPT10N LACKS CLARIFICATION OF CCW PUMP MOTOR Am NONCLASS IE MOV'S IN RE6ARD TO PROTECTIVE CIRCuliS S85 2 498 1.08 circuli DESIGN AND SYSTEM DESCRIPi!ON INCONSISTENT RESARDINS CCN PUMP MOTORS AUTO TRIP ON GROUW FAULTS S83 2 50A 0.00 DUPLICATES ACTION ITEM S85-1-29.1 S85 2 508 0.00 DUPLICATES ACT10N liEM NO. 585-1-29.2 S85 2 50B 0.00 DUPLICATES ACI!ON liEM NO. 585-1-29.2 S83 2 50C 0.00 DUPLICATES ACTION ITEM NO. S85-1-29.3 S85 2 500 0.00 DUPLICATES ACil0N ITEM NO. S85-1-29.6 S85 2 500 0.00 DUPLICATES ACTION ITEM NO. S85-1-29.6 S83 2 51A 0.00 DUPLICATES ACTION ITEM NO. S85-1-30.2 585 2 518 0.00 DUPLICATES ACTION liEM NO. 585-1-30.1 S83 2 51Cl 0.00 DUPLICATES ACTION liEM NO. S85-1-30.4 S85 2 51C2 0.00 DUPLICATES ACTION ITEM NO. S85-1-30.4 583 2 52 0.00 DUPLICATES ACil0N ITEM NO. 585-1-29.4 S83 2 53 0.00 DUPLICATES ACTION ITEM NO. S85-1-30.3 E
583 2 54A 0.00 DUPLICATES ACTION ITEM NO. S85-1-32 585 2 548 1.07 'R00MNISE SUMARY HEAT LOSS' CRC FOR MA8 DOES NOT ! ELUDE HEAT LOSSES FROM POWER CARE TRAYS h
SB5 2 55A 0.00 DUPLICATES AC110N liEM NO. S85-1-31 585 2 558 1.02 JUSilFICAll0N REDUIRED FOR HIGH SETTINGS OF MOV RARMS ANO OPERATOR RESPONSE TIE ISEE ACTION liEM NO. S85-2-47C)
S85 2 56 0.00 IEEE CODE DATE IN 8UTTERFLY VALVE SPEC NAS [E ONSISTENT W!iH MATL REQUISITION I
585 2 57A 0.00 QUAllFICATION OF CCW PUMPS TO CURRENT ENVIRONMENTAL REQUIREMENTS NAS NOT CLEARLY STATED IN SPEC 585 2 578 1.07 I KONSISTEK IES EIIST N! THIN SPEC. RESARDING CONTINUOUS OPERATION OF CCW PUMP MOTOR DURING AM81ENT AND ACCIDENT CONDITIONS N"
S85 2 57C 0.00 DUPLICATES ACil0N ITEM NO. 585-2-22B 585 2 58 1.08 SPECIFICAT10N INVOIES 801 DR 901 IN LIEU OF 801 VOLTA 6E APPLIED FOR STARTING OF M.D. BUTIERFLY VALVES AS REQUIRED BY DESIGN CRITERIA 583 2 59A 0.00 RACENAY LAYOUT BRANING IS INCONSISTENT WITH COMPUTERIZEO RACENAY REPORT RE: COWuli IIE TO CABLE TRAY SB5 2 598 0.00 CONOUlf LAYOUT DRANING AND COMPANION STATUS REPORT IN CONFLICT RE6ARDING THE IKLUSION OF LEVEL SUITCHES SB5 2 60A 0.00 VE WOR VALVE OPERATOR DRANING NOT EIPLICli REGARDING STARTIN6 VOLTA 6E REDUIREMENTS FOR VALVE OPERAIDRS S85 2 60B l.07 ELECIRICAL PARAMETERS NOT SHOUN ON VENDOR NIRIN6 DIA6 FOR VALVE OPERATORS
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d ALL ACil0N LIERS SOUTH TEIASPROJECT eee 10 TYPE DESCRIPT!DN SB5 2 61A 0.00 C0ll/ BREAKER TRIP SETTINGS ON ONE-LINE DIA6 NOT ADEQUATE S85 2 61B 0.00 DUPLICATES ACTION ITEM NO. S85-22-6tA 585 2 61C 0.00 ENVIRONMENTAL CONDlil0NS NOT BEING I ELUDED IN PURCH SPECIFICA110NS NEEDS JUSTIFICATION S85 2 62Al 0.00 STP PURCHASE SPECIFICAi!ONS DO NOT IK NTIFY APPLICABLE PROJECi/ UNIT IN SCOPE DESCRIPT!0NS S85 2 62A2 0.00 DELETING CODES AND STMDARDS SEtI10N FROM PURCH SPECIFICATION FOR PRESS SWITCHES EEDS JUSTIFYING 585 2 62B1 0.00 STP PURCHASE SPECIFICAi!ON B0ES NOT DEFIE BUYER AND SELLER S85 2 62B2 0.00 STP PURCHASE SPEC DOES NOT EFINE BASIC FUNCTION OF ORIFICE PLATES SB3 2 62C 0.00 LACK OF REF ASME II INIKR WELDIN6 SECTION OF PURCH. SPEC NEEDS JUSTIFYING 585 2 62D 1.01 VERIFICAT10N IHAT INSTRUENTATION PURCMSED FOR CCW SUR6E TANK MEETS WESTINGHOUSE REDMTS NAS IMDEQUATE S85 2 62E 0.00 DUPLICATES ACT!DN ITEM NO. SB5-2-62A2 S85 2 62F 0.00 STP PURCH SPEC DOES NOT DEFINE CODE CLASSIFICATIONS S83 2 63A 1.06 USE OF NON QUALIFIE0 CLASS lE LOW-LOW LEVEL SW!iCH USED IN SUR6E IMK FOR TRIPPING CCW PUMP MOTORS EEDS JUSTIFYING 585 2 638 1.07 IEONSISTENCY BEIKEN P&lD AND THE ELEM/ LOGIC IM ICATE SINGLE FAILURE WILL CAUSE UNSAFE CONDITION S85 2 64A 0.00 SYSTEM DESCRIPTI0el LACKS DEFINiil0N RE6ARDIN6 PRESSURE SWiiCH FUNCTIONS S83 2 648 1.08 DESIGN FUNCTION OF CCW LOW-LOW LEVEL SulTCHES WILL NOT BE MET IF SI OR LOOP SI6NAL IS PRESENT S83 2 64C 1.07 SYS DESCRIPTION CONTAINS INCORRECT VR VE IDENTIFICATION NUMBER 585 2 640 0.00 DUPLICATES ACTION liEM NO. S85-2-08 S85 2 65 0.00 DUPLICATES ACil0N ITEM No. S85-2-08 S25 2 66 1.11 CCW SET POINT CALCS WERE NOT ISSUED (SEE ACTION ITEN NO. S85-1-331 S85 2 67A 0.00 00lFONENT IDENTIFICATION MARKIN6 [NCONSISTENT ON ELEMENTARY DRANIN66 S85 2 67AA 0.00 LIGHTS AND POSITION SNITCHES FOR V R VES AhE NOT SHOWN DN ELEM & LO6IC DIAGRAMS S85 2 678 1.01 USE OF NON SAFETV LEVEL SWITCH IN A CLASS 12 CIRCU!i EEDS JUSTIFYING ISEE ACTION ITEM NO. S85-2-67611 S85 2 67C 1.11 P&lD DRAWING DOES N0i REFLECT REOUIREMENTS OF ELEM DIA6 REGARDING NUMBER OF SOLENDID VRVES MD POWER SOURCE S85 2 670 1.01 WHY FUSE IN CCW PUMP TRIP CIRCUIT IS NOT AK00ATELY MONITORED KEDS JUSi!FYING (SEE ACTION ITEM NO. S85-1-65)
A-S83 2 67E 1.01 NOT MONITORING KNIFE FUSE SuliCH LOCATED IN CCW PUMP circuli NEEDS JUSTIFY!N6 N
S85 2 67F1 0.00 RELAY CONTACTS ON DRANING BETEEN TRAIN R AND S EED TO BE IKNilFIED N
S83 2 67F2 0.00 LOGIC FROM MSIER SAFEif INJECTION S16ML DOES NOT SHOW SAFETY TRAIN INTERFACE y
S83 2. 676 0.00 NESAi!VE WIRE FROM SWITCH APPEARS TO SERVE NO PURPOSE IN CIRCUIT AND EEDS TO BE JUSTIFIED (SEE ACTION ITEM S85-1-12) 585 2 6761 0.00 USE OF NONQURIFIED LEVEL & Fl0W SWITCHES IN CCW PUMP INTERLOCK CIRCUIT NEEBS JUSilFYING ISEE ACTION ITEMS 585-1-63 MD S85-2-678) y S85 2 67H 0.00 SCHEMi!C DRMIN6 SHOWIN6 POWER SOURCE FOR LEVEL SWITCHES EXCLUDED SOE LEVEL SuliCHES SB5 2 6711 0.00 DUPLICATES ACTION ITEM NO. S85-2-6712 S85 2 6712 0.00 LOGIC DIAGRAM DOES NOT ADDRESS ALL MODES FOR LDSS OF 0FF-SITE PEWER 585 2 67J 1.04 USE OF SINGLE TUBE SENSING LINE FOR BOTH SAFEif AND NONSAFETY RELATED INSTRUMENTS E EDS JUSTIFYING S83 2 67r.
1.07 PLIO ORAWING SHOWS DISCHARGE FROM CCW PUMP B GDING 10 INCORRECT VALVE SB5 2 67L 0.00 NOT ADDING DELAY TIMERS 10 CCW PUMP CIRCUIT TO PREVENT ACCIENTAL CLOSING OF RCP THERML BARRIER LINE DISCH VALVES NEEDS JUSTIFY 1NG
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j ID TYPE DESCRIPTION S83 2 67M 0.00 ELEM DIA6 IDENTIFIES INPUT TO VALVES AS SEQUENCE MODE U.V. IN LIEU OF MODE !! OR III i
S85 2 67N 1.08 ELEMENTARY OIA6RMS ARE lilCONSISTENT IN IDENTIFYIN6 SNiiCH MARKINGS S85 2 67N 1.08 ELEMENTARY DIAGRMS ME INCONSISTENT IN IDENijFYING SWITCH MARKINGS 585 2 67N1 0.00 DUPLICATES ACTION ITEM NO. S85-2-67N
$85 2 670 0.00 LOGIC DIAGRAM DOES 110T SHOW INDICATING Ll6Hi FOR MOTOR OVERLOAD S85 2 67P 1.07 ELEKMIARY OIAGRM ASSIGIED SWITCH NiiH A NRON6 TA6 NUMBER 585 2 670 1.11 LOGIC AllD ELENENTARY DIA6RMS CONFLICT RESARDING VALVE CONTROL LOGIC 585 2 67R 0.00 DUPLICATES ACTION ITEM NO. S85-2-67C 583 2 67S 1.08 LOGIC MD ELEKNTARY DIA6RMS C0KLICT IN ASSIGil!N6 CONTET DESIGNATIONS S83 2 67T 1.07 LO61C DIA6 DOES NOT REF C0lFM10N ELEM DRANINS 583 2 67U l.it PLID'S DG NOT REFLECT LOGIC A110 ELEMENTARY DIAGRAMS RE6ARDIN6 BREAirER POSITION FOR CCN PIMP & SUR6E TK LON LEVEL INTERLOCK S85 2 67V 1.07 ELEM DIA6RM INCORRECTLY IDENilFIES SWITCH NITH NRON6 NUMER 585 2 67N 0.00 DUPLICATES ACTION ITEM 110. S85-2-67E S85 2 67I 0.00 ELEM AND LOGIC DIA6RMS D0 IIOT REFLECT SYS KSCRIPTION REGARDING INDICATOR LI6 HTS FOR SOLENOID YEVES 585 2 67Y 0.00 DUPLICATES ACTION ITEM 110. S85-2-67C SB5 2 67I 1.11 SYSTEM DESCRIPT!0N AllD ELEMENTARY DIA6. INCONSISTENT REGARDING LOCAL CONTROL FOR CCM BYPASS VEYES SB5 2 68 0.00 NHY SPEC FOR SOLE 110lO VALVE WAS NOT REVISED TO ELETE VRVE NEEDS JUSTIFYING 585 2S OIA 5.02 FCR IIOT STATING SPECIFIC REASON FOR CHANGE FCR M2(2.2Al 585 2S 018 6.02 FCR NOT IN TRACKING DATA BASE FCR M2(2.2BI S85 2S OIC 5.01 SCOPE OF DESIGN CHANGE UNCLEAR DN FCR M2(3.2) 585 2S OIC 0.00 NOT PROVIDING SPECIFIC REAS0li FOR CHM 6E FCR M4(B.01 S85 2S 01D 5.01 FCR DES!6N CHANGE ACCEPTANCE DASED ON VEN00R TELECON IN LIEU OF KSIGN BASIS DOCUMENTS FCR M3(8.01
'8 S85 25 Off 0.00 SPECIFIC REASON FOR CHAll6E IIDI PROVIKO FCR M8(2.01 583 25 016 5.02 FCR BASIS FOR ACCEPTANCEIVENDOR APPROVR Iloi INDICATED MI6(8.0)
S85 25 OlH 0.00 DISPOSli!DN NOT CLEARLY NORDED llCR PSS3(3.01 S83 2S 011 5.02 EFFECT OF INSULATION REMOVE Iloi DOCUMENTED KN-PSS4(6.0)
N S83 2S O!J 5.03 FAILURE TO INCORPORATE SUPPORT LOCATION KVIATION INTO DESIGN DRMING KN-PSS5(6.0Al 7
S83 2S OIK 5.02 FAILURE TO DOCUMENT ACCEPTABILITY OF SUPPORT RELOCAllON DCN-PSS5(6.08)
T S85 2S Oll 0.00 DASIS OF ACCEPTANCE OF CHAN6E NOT SPECIFIED DCN-PSS6(6.01 u
S83 2S CIM 0.00 FCR IIOT STATIN 6 SPECIFIC REAS0ll FOR CHANGE FCR-PSS13(2.0)
S85 25 OlN 5.02 FAILURE TO DOCUMENT BASIS FOR ACCEPTABILITY OF BES1611 CHANGE FCR-PSS13I8.0)
S85 25 010 5.02 FAILURE 10 DOCUMENT DASIS FOR ACCEPTABILITY FOR KSI611 CHM 6E (FCR-PSS!4 (2.01)
S83 2S OIP 5.01 SUFFICIENT DESCRIPT!0N OF PROBLEM NOT PROVIDED SUCH THAT PREVEllTIVE ACTION Call K ACCESSED IFCR-PSS14(8.0ll S85 2S 010 5.02 FAILURE TO PROVIDE TECHillCAL JUSTIFICAi!ON ANO 00TAIN PSS APPROVE FCR-PSS15I8.01 585 25 OIR 0.00 DCN REFERENCES INCOMPLETE DCN-02(6.0)
O O'
O ALL Atil0N ITEMS SOUTH TETASPROJECT eea 10 IVPE DESCRIPil0N 585 25 OlS 0.00 SEE ACTION ITEM 585-2S-07N S83 25 Oli 0.00 K N ' REASON FOR CHANGE' IKOMPLETE FCR-CIG(2.01 583 2S 010 0.00 JUSilFICATION FOR FCR DISPOSli!DN NOT C0ffLETE FCR-Cl2(4.0)
S85 2S OlV 5.02 FCR ' REASON FOR CHANGE" IKOMPLETE FCR-C15(2.0)
S85 2S O!N 0.00 FCR BASIS FOR CHANGE NOT PROVIDED FCR-Cl9(4.01 S85 25 02A 5.01 ED REVIEW OF FCR NOT NOTED OR PERFORMED IN ACCORD EDP 4.62 FER-Ml(8.21 583 2S 02AA 0.00 LDSE REVIEW NOT FORMALLY DOCUMENTED K N-62(4.0)
S85 2S 02AB 0.00 SEE ACTION ITEM S85-2S-02Y NCR-62(5.31 S83 2S 02AC 0.00 SEE 585-2S-021 ER 62(5.4) 585 25 02AD 0.00 HOUSTON OFFICE REVIEW OF NCR NOT REQUIRED K R-62(5.5) 585 2S 02AE 0.00 SEE Aci!DN ITEM S85-2S-02Y i
S85 2S 02AF 0.00 SEE $85-2S-02l KN-63 (7.4) 583 25 02B 5.01 NO INTERDISCIPLINE REVIEW DURIN6 FCR PROCESSING FCR-M2(3.1,4.lB,0.ll S85 2S 02C 0.00 UTILillNS M FCR ISSUED BY PIPING IIN LIEU OF MECH) TO PROCESS A PLIO CHANGE FCR-M2(4.31 S85 2S 020 0.00 VALVE RETA66ED WITHOUT Uill!!!N6 M ER FCR-M2(B.3)
S85 2S 02E 0.00 UTILil!N6 M FCR TO IN!!! ATE P&lD C'iM 6ES BYPASSES CLIENT REVIEN FCR-M5(8.2)
S85 25 02F 0.00 SEE ACTION ITEM 585-25-02 AF & A6 KN-M12 (7.01 585 25 026 0.00 SEE ACTION ITEM 585-2S-016 FCR-MI6(B.0) 585 2S 02H 0.00 USE OF KN W!iHOUT REQUIRING A DCAR K N-PSS6(7.0)
S85 25 021 5.01 110 STRESS REVIEN OF ER TO DETERMINE IMPACT OF MIR WALL V10LAIl0NS ON BENDING STRESS ER-PSS9(5.01 583 25 02J 5.02 DISPOSITION OF NON-CONFORMAKE (ER) NOT CONSISTElli UliH FSAR KR-E8(3.1)
S85 2S 02K 5.02 DISPOSlil0H OF NON-CONFORMANCE (NCR) NOT CONSISTENT UlTH FSAR KR-EB(3.21 583 25 02L 5.01 E R DISPOSTI0lNI IS IKOMPLETE KR-E10(3.01
${
585 2S 02M 0.00 LACK OF GC PARTICIPAi!0N IN SOME FIELD ELECTRICAL TESTS NCR Ell (3.01 S85 25 02N 0.00 NON-00NFORMMCE (ER) APPROVE CYCLE IKOMPLETE NCR-E12(5.ll S83 2S 020 0.00 PE APPROYR OF DCN NOT READILY VERIFIABLE EN-Cll7.2)
SBS 2S 02P 0.00 FCR APPROVR CTCLE IK OMPLETE FCR-08(5.0) 7 585 23 020 0.00 IMPACT OF FCR CHM 6E ON LOGIC DIA6RM NOT APPARENT FCR-CIO (4.0)
S85 2S 02R 5.01 VENDOR CONCURRENCE FOR FCR CHM 6E NOT APPARENT FCR-Cl2(5.0) w" 585 2S 02S 0.00 FCR APPROVAL CYCLE I KOMPLETE FCR-Cl2(6.0) 583 2S UIT 0.00 VENDOR CONCURREEE FOR FCR CHM 6E NOT APPAnENT FCR-C15(5.0)
S85 2S 020 0.00 APPROV E CTCLE FOR FCR IK 0MPLETE FCR-C15(6.01 585 25 02V 0.00 VENDOR APPROVE OF FCR CHANGE NOT APPARENT FCR-C16(5.01 S83 2S 02N 0.00 HOME OFFICE APPROVE FOR FCR CHANGE NOT APPARENT FCR-C16(B.01 S85 25 02I 0.00 SE!SMIC ADEDUACY NOT ADDRESSED /OR REVISED INSTRUMENT MOUNTIN6 C18(6.01
S S
x b
d ALL ACil0N ITE95 SOUTH TEIASPk: JECT eea ID TYPE DESCRIPTION S83 2S 02Y 5.01 FCR/NCP/DCN DO NOT C0 CUM. INTERDISCIPLINE REVIEN FCR-Gl(B.21 S85 2S 02l 5.01 FCR/NCR/DCN 00 NOT DOCUMENT CLIENT APPROVAL OF CHANGES 10 PLIDS/ SINGLE LINES FCR-Gl(8.31 585 2S 03A 5.01 PE APPROVAL OF FCR NOT EV! K Ni AS REQUIRED BY PROCEDURES FCR-E2(6.01 585 2S 038 5.01 PE APPROVAL OF FCR NOT EVIENT AS REQUIRED BY PROCEDURES FCR-E5(6.01 S85 2S 04A 0.00 REFEREEIN6 FSAR REVISION REQUIREENTS FCR-M2(7.01 583 2S 048 0.00 'FSAR CHM 6E REQUIRED
- BLOCK ON DCN NOT STATUSED DCN-E15(5.01 583 25 04C 2.02 FCP FORMAT-POSITIVE INDICAT10N THAT CHM 6E NAS REVIEKD FOR FSAR IMPACT NOT PROVIDED FCR-61(7.01 585 2S 04D 2.02 FCR FORMAT-POSillVE INDICATION THAT CHANGE NAS E VIENED FOR REPORTABILITY (K R) NOT PROVI M D FCR-Gl(B.ll S83 2S 04E 2.02 'r9 FORMAT-POSlilVE INDICAi!DN THAT CHANGE NAS REYlENED FOR FSAR IMPACT, NOT PROVIMD ER-62(5.ll S85 2S 04F 2.02 KN FORMAT-POSli!VE INDICAi!0N THAT CHANGE NAS REVIEED FOR REPORTABILITY (KRI NOT PROVIDED DCN-63(7.ll S85 25 05A 5.01 FCR PROBLEM DESCRIPil0N LACKS CLARiiY MD ACCURACY FCR-E3(5.01 S83 2S 058 5.01 FCR PROCESSED INCORRECILY FCR-E4(5.01 583 25 06A 5.01 INCORRECT UNil DESIGNAi!ON DN FCR FCR-K4(1.0) 583 2S 068 0.00 DRANING REFERENCE TO BOM NOT PROVIDED FCR-N5(1.ll
$85 25 06C 5.01 IKORRECT 00K CLASS DESI6NATOR FCR-M5 (1.2)
S85 25 06D 5.01 CHM 6E ADDIN6 FLAN 6E DESIGNATORS TO Pl!D HOT PROCESSED FCR-M5(8.ll S83 2S 06E 0.00 SEE AC110N ITEM S85-2S-06A FCR-MI6(1.01 S85 25 06F 5.01 FCR INDICATES ESIGN CRITERIA NOT SAi!SFIED HONEVER DFS!6N CRITERIA NOT REFEREEED FCR-PSS14(1.01 S85 2S 066 1.08 O!SPOSITION OF KR NOT CONSISTENT NITH REFERENCE ER-E9(3.01 585 25 06H 0.00 REPORIABILITY (K R) STATUS OF E R HOT CORRECT NCR-Ell (2.01 SB5 2S 061 0.00 REFEREKE TO UPDATE OF ELECTRICAL RACEN4Y FILE NOT IELUKD ON DCN, DCN-Cl(7.ll 585 2S 06J 0.00 DCN BOES NOT INCLUDE REFERNCE TO LOGIC IIA 6RM DCN-C7(1.01
- g S83 2S 06K 0.00 FCR CHANGE NOT INCORPORATED IN SPECIFICATION FCR-08(1.01 g
S85 2S 06L 0.00 FCR DOCUENT REFERENCES INCOMPLETE FCR-C8(4.01 A-585 2S 06M 0.00 FCR DOCUMENT REFERENCE INCOMPLETE FCR-C10(1.01 E
SB5 2S 06N 0.00 FCR REFERENCE TO DOCUMENTS REQUIRING UPDATE IEDIFLETE FCR-Cl2(1.0)
N S85 2S 07A 5.01 FCR DISPOSlil0N DID NOT ADDRESS ALL TECHNICAL CHM 6ES FCR-M2(4.lAl y
S85 2S 018 0.00 USE OF FCR IN LIEU OF A E R FCR-M2(4.21 g
S85 2S 07C 0.00 SPECIFVING MATERIAL REQUIREMENTS ANB AVAILABILITY FCR-M4 (3.21 y
S83 2S 070 0.00 TRAIN C CH M6E ALSD APPLICABLE 10 TRAINS A & B FCR-M5(1.31 S85 25 07E 0.00 DESIGN DOCUMENT CONSISTENCY FCR-M6(2.0)
S83 2S 07F 0.00 DISPOSITION OF NCR IS VA6UE MD CONDli!0NAL NCR-M14(3.Il SB5 25 076 5.01 INCORRECT STATEMENT IN ER DISPOSITION NCR-M1813.2) 385 2S 07H 0.00 NCR ISSUED BASED ON LACK OF MAINTAINA8illiVINCR STATEMENTS INCORRECT RE: VIOLATION OF SEPARATION CRITERIA, NCR-M18(3.3) 585 25 071 5.01 FARilAL/ FINAL DISPOSlil0N BLOCK NOT COMPLETED NCR-M18(3.4) l
(d 0'
ALL ACil0N liEMS SOUTH TEIASPROJECT eae ID IVPE KSCRIPTION S85 25 07J 0.00 MALYSIS OF LOCAL STRESSES Ai INTE6RAL ATTACH.IPIPT INTERFACE LACKS JUSTIFICATION FCR-PSS214.0)
S83 25 07E 0.00 SEE ACTION ITEM 585-2S-OlH NCR-PSS(3.01 S85 2S 07L 0.00 EFFECT OF RELOCATION OF SUPPORT LCAD NOT ADDRESSED DCN-PSS8(6.01 S85 25 07M 0.00 CAUSE OF NONCONFORNANCE NOT ADDRESSED E R-PSS-!!(5.0)
S83 2S 07N 0.00 DCN DISPOSTION NOT CONSISTENT WITH LOGIC DIA6 RAM DCN-C7(6.01 S85 2S 070 0.00 FCR APPROVE CYCLE IS IEOMPLETE FCR-C18(4.0) 583 23 07P 0.00 E R DISPOSlil0N IK OMPLETE E R-C21(3.2)
S85 25 OB 0.00 DELAYS IN DISPOSlil0NING OF KR ER-M15(5.01 585 3 01B 4.01 DISCREPAKIES EllSi BETEEN FSAR MD PROFILE DRMING RESARDING CENTER LINE DISTANCE KINEEN TRANSMISSION LINE T0ERS S853 03 0.00 SEE ACTION ITEM 585-3-10 585 3 04 4.02 FSAR IKONSISTENT IN DESCRIPi10N OF OFF-SITE 345 KV TRANSMISSION LIES BEIN6 AVAILABLE AT FUEL LOAD DATE S83 3 0'!
4.02 FSAR IKONSISTENCIES EXIST RE6ARDING LOSS OF IEEPENDENT RIGHT-OF-NY OR OUTAGE OF MY TWO CIRCUITS S85 3 06 1.08 DISCREPANCIES EXIST BETEEN FSAR AND PURCHASE ORK R REGARDIN6 SilE OF circuli SWITCH FOR 150 MVAR REACTORS S83 3 07 0.00 E&P DRMING C"ES NOT AGREE WITH FSAR IN ETAILIN6 HIGH VOLTAGE LIES S85 3 08A 1.08 FSAR F16URE DES NOT IKLUM ALL CIRCuliS AS SHOWN IN FSAR TEIT MB DN HL&P DRMING S85 3 08B 4.02 FSAR DESCRIPi!ON ON TYPES OF RELAYS FOR HVDC circuli E EDS CLARIFICATION S83 3 08C 4.02 CONFLICI EIIST BETEEN FSAR & HL&P DRAWING RE6MDING GTY OF CT'S FOR RELAYING CIRCULI S83 3 09A-C 4.02 CERTAIN NURE6 6UIKS, BRMCH TECH POSITIONS AND SEERAL DESIM CRITERIA HAVE NOT MEN IKNTIFIED IN THE FSAR SB5 3 10 4.01 FSAR DOES NOT ADDRESS INKPE MEEE OF PREFERRED POE R SYSTEM FROM ONSITE SYSTEM (SEE ACil0N liEM M. S85-3-3) 583 3 100A 1.11 IKONSISTEKY EXIST BETWEEN ELEM AM LOGIC DIAGRAMS FOR ESF LOAD SEOUEEER E ID RELAYS S83 3 101A-B 4.01 IEONSISTEEIES EXIST BETEEN SINGLE-LINE DIA6 AND FSAR RE6MBiW6 REACTOR COOLMT PtNIP TRIP DUE TO USERVOLTAGE MD UNDERFREDUEEY S85 3 !!
4.02 CLMIFICA110N LACKING IN FSAR NHETHER THE PREFERRED POWER SYSTEM IS IELUKB IN R&P OA PROGRM S85 3 12 1.07 ST8Y TRANSFER PROTECTION CALCULATION INPUT REFERE KE IM KOUATE S85 3 13 1.08 INCONSISTEEIES EIIST KTEEN 13.8 KV EMER. TRANSFORER CALC AM SET POINT INDEI CALC REGARDIN6 eJIP TAP AND TIE BIAL A-583 3 14 1.06 STABILITY STUDIES FOR DETERMINING SETilNGS FOR DUT OF STEP RELAY PROTECTION FOR STP SEERATORS NERE WT PERFORED S83 3 15 1.08 CONrLICT EXISTS ETEEN PURCHASE SPEC AND ONE LINE DIA6RM IN RELATION TO TRMSFOMER IKNTIFICAi!ON NUMERS S85 3 16A-B 1.07 GROUNDIN6 LAVOUT DRAMINGS ARE KFICIENT RE6ARDING ANODE LOCAi!DN DIENSIONS AS MTERIAL REDM'TS 7
S85 3 17 1.02 NO CALCULAi!0N TO JUSi!FY THE AK90ACY OF THE INSTALLATION PREDICTED AND TOLERABLE STEP AND TOUCH POTENTIALS S85 3 18A-E l.08 INCONSISTENCY EIIST BETEEN SINGLE-LINE DIAGRM MD E&P DRMINGS RE6ARDING BIFFERENTIAL KLAY DESCRIPTION g
S85 3 19 1.11 INCONSISTENCIES EXIST BETEEN SINGLE-LINE MD SET POINT INDEI DIA6RMS FOR EMER SERVICE IFR RE6ARDIN6 NO. OF TRIP KVICES 585 3 20 0.00 JUSTIFICATION REDUIRED FOR NOT PROVIDING A DEDICATED GROUS FAULT PROTECTION FOR MIN & EER. TRMSFORMERS 585 3 21 0.00 FUNCTION OF UNBALAKE RELAY ON EER. TRANSFOMER AS SHOWN ON SINGLE-LIE DIAGRM EEDS TO K EIPLAINED (SEE ACTION ITEM S85-3-99) 585 3 22A 1.07 SINGLE-LINE DIA6 RAM FOR MIN 6ENERATOR UNil DID NOT SHOW EICliATION SYS TRIPS & ALARMS 585 3 228 0.00 INCONSISTENCIES EIIST DN DIA6RANS RELATING TO DVERCURRENT RELAYS FOR MIN GEERATOR UNIT 583 3 23 0.00 DESISN OF BENERATOR BREAFER SUPPORT STRUCTURE TO SUSTAIN LOADS IMP 0K D BY BREAKER OPERATION K EDS VERIFICATION
Appendix 2 Page 28
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ALL Atil0N ITEMS SOUTH TEIASPROJECT eee ID TYPE DESCRIPi10N S85 4 17A 1.07 IKOMPLETE REFEREEE SPECIFIED FOR COMPUTER PROGRM 'REPIPE' EM5(2.2) 583 4 17B 0.00 SOURCE OF FRICTION LOSS EDUATION N0i FOUNO IN REFEREEED DOCUMENT EM5(4.3)
S83 4 IBA 0.00 LACK OF JUSTIFICAi!0N FOR ASSUMPil0N TMi PIPE SE6ENT IS DEPRESSURilED EM6(1.ll S85 4 188 0.00 THE POTENTIAL EFFECTS OF ELDED AITACMENTS ON PIPE STRESS RESULTS IS NOT ECOUNTED FOR EM6(4.2)
S85 4 19A 1.04 FAULIED SHEAR RLONKE SPECIFIED IN CRCULAi!DN NOT CONSISTENT WITH APPLICARE INDUSTRY DESI6N 00KS EM7(3.4) 585 4 199 0.00 JUSi!FICATION REQUIRED FOR ADJUSTMENT OF PIPE DIAMETER IN ME210 COMPUTER CODE MEYSIS EM7(4.ll S85 4 19C 0.00 JURISOICil0NE BOUWARIES BEIKEN ASME III AND AISC COMPONENTS NOT CLEAR EM7(6.31 585 4 20 1.07 IKONSISTEEY BETEEN CALCULAi!ON MD KSIGN DRMING FOR M.S. RESTRAINT EM12(3.4)
S85 4 21 0.00 JUSilFICAll0N NOT PROVIND FOR LIMITATION OF JET IMPIN6EENT ZONE OF INFLUENCE EM13(1.1)
S83 4 224 0.00 BREAK EICLUSION ZONE STRESSES NOT EVALUATED FOR SOME BRANCH LIE BREAKS EM14(1.lAl S85 4 228 0.00 FSAR STRESS ALLON RE FOR BREAK EXCLUSION ZONE NOT CONSISTENT WITH ES!6N CALC EM14(1.48)
S83 4 22C 1.05 INCORRECT RLOMRE STRESS VALUE USED IN CRCULATI0li FOR A PORI!DN OF ftS PIPIN6 IN BREAK E!CLUSION ZONE EM14(1.4Cl SB5 4 23 1.07 NAIARDS ANALVSIS DOES NOT CLEARLY KFEREKE FRA/REV M INPUT M24(1.31
$83 4 24A 0.00 JUSTIFICATION FOR TAR 6ET CATE60RilATION (ESSENilEliYi Wi CLEM M25(1.01 S83 4 249 0.00 USE OF PRELIMINARY INPUT DATA (UNISSIEll IN FRA M25(7.2.ll S83 4 24C 0.00 JUSTIFICAi!DN WHEN JET IMPIN6EMENT PROTECTION IS REQUIRED IS VA6UE M25(7.3.21 585 4 24D 0.00 FRA DOES NOT PROVI K ACCEPTAK E CRITERIA FOR IWACTEES M25(7.3.3) 585 4 24E 0.00 FRA DOES NOT PROVI E ACCEPTANCE CRITERIA FOR IMPACTEES M25(7.3.41 585 4 24F 0.00 SINGLE FAILURES WHICH OCCUR WITH PIPE BREAK ME NOT DISCUSSED M25(7.3.5) 585 4 25A 1.07 INCORRECT INTERFACE REFERE EES ON P&lO M27(2.31 585 4 25B 1.11 ACTUR DESIGN IS I K ONSISTENT N!iH TYPE OF ISOLAi!ON V R VES STATED IN THE K Sl6N CRITERIA M27(2.4)
S85 4 26A 0.00 UNACCEPTABLE IARGETS LISTED IN FRA ARE NOT IELUBED IN HAIMD ANALYSIS M28(1.0BI 585 4 26B 0.00 HELBA MORK LO6IC INAK90 ATE TO ENSURE CONSISTEEY BETWEN M AW FRA M28(1.0Cl S85 4 26C 0.00 EVRUATION/JUSTIFICAil0N FOR LIE NON-ESSENTIRITY UNCLEM M28(2.01
{
585 4 26D 0.00 ITEMS REQUIRING PROTECTION ARE NOT NOTED AS COMITTED IN FRA M2O(4.00) 583 4 26E 0.00 CALCULAi!ON NUMBERING N01 IN ACCORDMCE WITH PROJECT STAWARDS M2B(8.0Al S83 4 27A 1.07 INPUT SOURCE DOCUMENT REVISION NUME RS NOT INDICATED M29(1.4A,B,C)
E 585 4 278 0.00 SKETCH REFERE EE IS UNCLEAR M29(6.0) 585 4 28ALB 0.00 ESSENTIAL COMP 0ENTS REDUIRING PROTECTION /PROTECTI0lt REDM*1S ARE NOT IMICATED OR COlFLETED M31(4.0,5.0) w 583 4 2BCLE 0.00 SEE ACTION ITEM S85-4-23 M31(7.2,7.3.21 585 4 28D 0.00 JUSTIFICAi!ON RESARDilI6 IMPACTEE ESSENTIRITY IS UNCLEAR M31 (7.3.1) 585 4 28F 0.00 COELUSION DOES NOT lilDICATE THAT JET FORCE CALCULAi!DNS ARE REQUIRED FOR ESSENTIE COMP 0ENTS M31(7.3.3) 583 4 294 0.00 ELECTRIC R IMPACTEES NOT LISTED IN THE HAIARDS ANALYSIS CR CULATION B-E4(1.2.li S85 4 298 0.00 ELECTRICR IMPACTEES NOT LISTED IN TE HAIARDS ANALYSIS CALCULAi!ON 8-E4(1.2.2)
S85 4 29C 1.11 FRA CALCULAi!0NS DO NOT REQUIRE NALKDO W 0F INSTALLED EONDITION AS FINAL ACCEPTANCE CRITERIA FOR IMPACTEES 8-E4(1.4)
s N
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ALL ACTION ITEMS SOUTH TEI4SPROJECT fG9 ID TYPE DESCRIPi!0N
$85 4 29D 0.00 CONDUITS WHICH APPEAR TO BE IN IONE OF INFLUEEE NOT IKLUND IN FRA CALCULATION B-E413.1.1)
S83 4 29E 0.00 SEE ACTI0li ITEM S85-4-29D, DRP 85-4-8-E4(3.1.Il S83 4 29F 0.00 SEE ACTION ITEM 585-4-290, DRP B5-4-8-E4(3.1.ll, 8-E413.1.31 585 4 296 0.00 SEE ACTION ITEM 585-4-29D, DRP 85-4-8-E4 (3.1.11, B-E4(3.1.41 585 4 29H 0.00 SEE ACTI0li ITEM 585-4-29D, DRP 85-4-8-E4(3.1.1), 8-E4(3.1.5)
S85 4 291 0.00 FRA CALCULAll0N I KLUKS NON-SAFETY RELATED ITEMS ON IMPACTEE LIST 8-E413.1.61 583 4 29J 0.00 SEE ACTION ITEM 585-4-29D, DRP B5-4-8-E4 (3.1.1), 8-E4(3.1.71 583 4 29K 0.00 SEE ACTION ITEM $85-4-29D, DRP 85-4-8-E4 (3.I.11, 8-E4(3.1.8)
S85 4 29L 0.00 SEE ACTIGN ITEM S85-4-29D, DRP 85-4-8-E4(3.1.1), 8-E4(3.1.9)
S85 4 29M 0.00 SEE ACTION ITEM S85-4-29D, DRP 85-4-8-E4 (3.I.11, 8-E4(3.1.10)
S83 4 29N 0.00 FRA CALCULAi!Dil DOES NOT IELUDE REFEREEE TO DOCUMENT USED IN INNilFYING ELECTRICAL CABLE IMPACTED B-E4(3.1.lli S85 4 30A 0.00 FRA CR CULAi!0N RESULTS APPEAR TO E I KONSISTENT N!iH ONE ANOTHER 8-E415.1.1)
S85 4 308 0.00 IELUSION OF IMPACTEE SHEETS IN HAZARDS CALCULATION IS IKONSISTENT NiiH PURPOSE OF THE CALCULATION 8-E415.1.21 585 4 30C 1.07 FRA CALCULATION '
SUMMARY
OF RESRTS' NOT CONSISTElli UITH FillDINGS OF THE CALC 8-E4(5.1.31 S85 4 314 1.08 RACEWAY DRAlllll6S DO NOT SHOW SAME CONDUli IN SAME LOCI.!!Old 9-E512.2.1)
S85 4 318 1.08 RACENAY DRANINGS DO NOT SHOW SAME TWO CONDUli Ill SAME LOCATION 9-E512.2.3)
S85 4 32A 0.00 INSTRUMENTS LISTED IN FRA CALCULAll0ll ARE NOT lilPACTED, HONEVER TUBIN6 (110T LISTED) SOETIES IS 4-C6(1.0.1.A) 585 4 328 0.00 SEE ACTION ITEM S85-4-32A, DRP 85-4-4-06 (1.0.1A) 4-C6(1.0.11) 585 4 32C 0.00 SEE ACI10N ITEM 585-4-32A, DPR 85-4-4-C6(1.0.1A) 4-06(1.0.3Al S85 4 32D 0.00 SEE ACTION ITEM S85-4-32A, DRP 85-4-4-C611.0.1A1 4-0611.0.4A) 585 4 32E 0.00 SEVERAL COLUMNS OF FRA !!IPACTEE SHEETS ARE IIOT FILLED IN 4-C6(4.0)
S85 4 32F 0.00 SEE ACTI0li ITEM 585-4-32E,DRP 85-4-4-C6, ITEM 4.0 4-C6(5.11 585 4 33A 0.00 ISSUED HAIARDS All4 LYSIS CALCULATION Dil NOT REFEREEE CURRElli ISSUE OF PIPill6 DRANill6 8-08(6.0.11 S85 4 338 0.00 FRA All) HAIARDS AllALYSIS CALCKAi!ON llFACTEE LISTS ARE NOT CONSISTENT B-C8-(6.0.21 S85 4 33C 0.00 HAZARDS AllALYSIS CALCULATION IMPACTEE SHEETS SHOULD IELUDE *REllARKS' LIST 8-0816.0.3) 585 4 34A 0.00 SEE ACTION ITEli S85-4-32A, DRP 85-4-4-0611.0.1A), 4-C10(1,01)
N 585 4 348 0.00 APPARENT IE0llSISTEEY lil WMEELATURE FOR SAME VRVE SH0llN ON BIFFERENT PIPilI6 DRANill6S 4-010(1.0.21 7
585 4 34C 1.07 FRA RESULTS ARE NOT CollSISTENT WITH THE IIICLUND ANALYSIS 4-C10(1.0.3)
S85 4 34D 1.08 LOCATION OF INSTRUMENTS SHOWN ON CALCULATION Sl(ETCH NOT CONSISTENT WITH ISSKD COMPOSITE PIPING DIA6 RAM 4-C10ll.0.4) w S85 4 34E 0.00 FRA REFERE KES Il0T COMPLETE 4-C10(1.0.51 S83 4 34F 0.00 PR0iECT10ll REQUIREllENTS 1101 IKNTIFIED 011 FRA IMPACTEE SEETS 4-C1014.0)
S85 4 346 0.00 SEE ACTION ITEM SB5-4-34F, DRP 85-4-4-C10 ITEM 4.0 4-C10(5.11 583 4 34H 1.09 REQUIRED EQUIPMENT REDUNDANCY FOR POSTULATED LillE BREAK NOT KilollSTRATED IN FRA 4-C1015.2)
S85 4 35Al 0.00 SEE ACTION ITEM S85-4-32A, DRP B5-4-4-06, liEM 1.0.1.A, 4-C12(1.0.1A1 S85 4 35A2 0.00 VALVE APPEARS TO K AN IMPACTEE BUT IS NOT LISTED IN THE FliA 4-012(1.0.18)
Appendix 2 Page 34 i\\
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\\ V AlL ACil0N ITEMS SOUTH TEIASPRDJECT eee 10 ifPE DESCRIPil0N S85 1 19 3.02 DIMENSIOML TOLEMNCE SHOUN ON TUBING 150 NOT CONSISTENT WliH VENDOR REDUIREMENTS FE 86-1-5(1.8.18) SB6 1 20 3.02 INSTRUMENT LINE FLEI HOSE NOT INSTRLED IN ACCORDMCE WITH VENDOR RECOMMENDATIONS FK 86-1-5(I.B.lti S86 1 21A 0.00 INSTRUMENT INSTALLATION MY MAKE TEST MD MINTAINENCE DIFFICULT FE 86-1-5tl.8.2Al S86 1 218 0.00 INSTRUMENT INSTALLATION MKES READIN6 0F DEVICE DIFFICULT FE 86-1-5(1.8.2B) S86 1 22Al 0.00 SEE ACTION liEMS 84-2-42 FE86-1-5(1.8.3Al S86 1 22A2 0.00 SEE S84-2-42, FE 86-1-5(1.8.4A) 586 1 22A3 0.00 SEE S84-2-42, F K 86-1-511.8.48) 586 1 220 1.02 NON SAFETY-FLEI HOSE CONNECTED TO SAFETY RELATED LIES ARE NOT INSTELED TO ASME 111 PER LICENSING COMMITMENT FE 86-1-5(1.8.3B) 586 1 23 7.00 INSPECT 10N OF INSTRU TUBING FlilIN6 MAKEUP NOT PROVIM D F E 86-1-5(1.8.51 S86 1 24 0.00 FLOW ELEMENT INSTALLATION RE: MIN STRA16Hi LENGTH 0F PIPE, NOT IN ACCORD WITH ASME F E 86-1-5(1.8.61 S86 1 25A 0.00 VALVE LIMil SWITCH POSlil0N NOT CONSISTENT ulTH VALVE POSli!ON FK B6-1-5 (1.8.7Al S86 1 258 7.00 FLOW ELEENT ROOT VALVE IS VIBRATIN6 M0 LEAKING FUC 06-1-511.8.79) S86 1 26 0.00 ISOLATION RELAY CIRCUITS ARE NOT MONITORED FWC 86-1-5(1.9.11 S86 1 27 0.00 CERTAIN SAFETY RELATED EQUIPMENT CAN K OPERATED FROM DOTH MIN CONTROL ROOM MD SWITCH 6 EAR ROOMS FE 68-1-5(1.9.2) 586 1 28 0.00 INSTRUMENTS ON AUI SHUIDOWN PAEL HAVE IKORRECT N0ENCLATUE FE 86-1-5(1.9.31 586 1 29 1.02 JUSTIFICATION TO CL EIRM ACCEPTABILITY OF MI LENGTH OF UNSUPPORTED CABLE EllilN6 IRAY NOT AVAILAKE FE B6-1-511.9.41 586 1 30 1.02 JUSTIFICATION TO CONFIRM AK90ACY OF TRAY / TRAY SUPPORTS DUE TO EXCESS CABLE NE16HT RESULTING FROM CABLE LOOPS NOT AVAILABLE FE B6-1-5(1.9.5A) S86 1 31 0.00 CABLE LOOPS IN CABLE TRAY APPEAR TO VIOLATE MINIMUM BEND RADil FE 86-1-511.9.581 586 1 32 0.00 SEPARATION SETEEN SAFETY MD NON-SAFETY ELATER CONSUITS IS NOT CONSISTENT WITH COMITMENTS FE 86-1-5(1.9.61 S86 1 33 0.00 CALCULATION INPui BASED ON SPEC REQUIREMENT HOWEVER CALC NOT MAKED COMITTED 86-1-6-ill.21 S86 1 34 1.05 CONSERVATIVE CRC ASSUMPi!0N NOT UTILIIED TO DETERMINE MONT RESP. TIE 86-1-6-Ill.3) S86 1 35 1.11 TOIIC GAS RARM PTS IKONSISTENT ETEEN CRCULAT10NS FOR CR HA8 LIABILITY 6 MONITOR SPEC 86-1-6-112.1) $86 I 36 1.06 FAILURE TO ACCOUNT FOR REDUCil0N IN FLON AREA NMEN DEVELOPING HVAC 150 TIME BRP 86-1-6-1(3.0.21 586 1 37 0.00 DESISN BASIS FOR RAINFALL ASSOC. WITH TORN DO REOUIRES FURTHER JUSi!FICATION DRP 86-1-6-211.1.1) 586 1 38 0.00 NOISE AS INDICATION OF BEAK DOES NOT HAVE AKDUATE BASIS DRP B6-1-6-2(1.1.2) 586 1 39 1.05 BASIS FOR CALCULATION INPUT IKONSISTENI WITH REQUIREMENTS OF KSIGN CRiiERIA BRP B6-1-6-2(1.1.3) N S86 1 40 0.00 IEONSISTE K IES IN SPECIFICAi!ON RE: STANDPIPE PRESSURES ANO FLOWS BRP 86-1-6-2(1.1.4,1.1.51 7 586 1 41 0.00 CALCULATION ASSUMPil0N REQUIRES CONFIRMTION, HOEVER IS NOT NOTED AS SUCH 86-1-6-211.2.2) SB6 1 42 0.00 CALCULAll0N REFERENCES FLOOD DESIGN CRITERIA HONEVER SPECIFIC INPUT IS NOT IELUDED IN CRIT. BRP 86-1-6-2(1.31 w S86 1 43 0.00 FLOW INDICAT10N/R ARM WILL NOT PROVIDE NOTIFICAil0N OF PIPE IREAK DRP 86-1-6-2(3.0.2) S86 1 44 1.07 CALCULAi!0N SUMMRY INCONSISTENT WITH CALCULATION RESULTS (TEIT) DRP 86-1-6-215.0.l) 586 1 NA 0.00 PROCEDURE DESCRIBING REVIEW AND DOCUMENTAT10N OF 'AS-INSTALLED' PHYSICE INDEPENSEEE OF ELECTRICR SYSTEMS NOT ISSUED FUC 86-1-4(i.1.9) 3 1
4 Appendix 3 Page-1 of.17 i LISTING OF INVALID ACTION ITEMS SOUTH TEXAS PROJECT This appendix lists all invalid action items including any enhancements which may have been coded. Enhancements are suggestions by the reviewers for improving design documents or the design process through the addition of i information or instructions. The (1) identification number and i (2) description is listed for each invalid action item. The reasons for the invalid action items are listed below: 1. Reviewer misinterpretation 2. Documents not provided during the review. 3. Additional information or explanation provided l'ater. 1 I i ' s 4 l l l I 5051D-1447515-B1 i -n-.-,--,-,,--,,,.,.,--.. ,,.., _ -, - = - -., - -. .,..-,nn.a,..,.,_.e,,,,n. ,-,,.n,,.n,,-,-,-.,- ..,n,,,,-,_,m,,
Appendix 3 Page 2 I, m,i a s 1 l X Q w CW m m E 6 Q N w E N O w 4 m e m E 3 = g J E E W 4 Q 4 mg a A W E Q w W 4 J bE a U m Wh 5 2 = m m = W E W J = 4 m a w A B m Y J J E J M pW d 4 W a= 4 E w Q A E M C M Q W Q W w W
- W 6
b W 6 W w Cmq N w X Q E w W E m M W e W = M M = = m E m Q W WW > w 4 W 4 g m M % m C M Q W W 3 E Q W N w W W m W A G Q W E Q X E Q N m X M = w -a W W W W MQ W W mW h W m E K a E - g a ww % A m - W Q w D E = g e w C E M w k 6 4 M w Q W M A C ma w= Q w Q A 3 = > N Q e = > M Q> wp >E Q W W
- K W d d O
A O wg = > E=3 E w E 3 wudwd X W 6 m m W W w J Q me w W m4 W 2W E X W M W Q Q Z =ww - Ca X Z = Q w W W W W E 6 d e > Q @ E E E wM W Q E Q W M E A W W W4 E W = 4 > m w wC W mm W Q 6. W W E Q E S m W W X -A wQ 4 = E m = o 3 D E C 4 X
- > E E R A -
W W E M w>- E = C m E m Z W = A Q M M A Qw w > K W wQ=m4 = w > J m g Q E J O E +3 w 6 W Q S4 J - 4 wm Q Q 4 7% w m M*wbE ESSm EE a>Em>W / E =E 3 ww EE M w Q J mm 4 W um wa p 4 A W NE M w dE se h C mW m W - W w W d E E X Q Q E m W W = Z E W m e w % Q 4 WW = > m C X X k 4 Bm M E M E 6 > > E m>m E Q a = m www = wC - Q - W> E > c> J Q Q - 3 s a W (g, >O w A W - D J wW 4 3 Q E Xm mEIE M = W w m> wd m W M O M MDI=w w A Q Wm M w -uW maw e4 X 4 E O m E Q Q - m ww w = W X X d m >. C h uc m E e
mmA
QW h 4 3 Q w wZ w m> m=>E J J 4 = 4 W mG W W 6 A W Q E = wN q ww M
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d mCU E e A wk J E E m 4 Q 4 2 4 6 3 W J C m mE wX >w e E E E E w% E o W p = Q - W m W W C A - J a e mm 4 3 W M M E m Q W mZ W W Q6 2 QM M W E D W A Q => W o ww> E A W E d E W W M W Wh wwW Um m ww = " 6 -Q > M Q W Q - M E m6 > mmZ m E E > www W Q w O mm 6
==csE m m W E E m W E } Q W h W MM W W W C M M S Q W W W > W wm X W W M M Q =XW C J mw Q w > > = E 2 2 4 4 A E N mmw 4 W O w E J E 6 W > = ww w Z Q Q - XW QQ M W M M6 W 4 Q Q4 M 4 Q E - A E 4 Q E M Q > M w Z E wh = MW W W Z W E MQ w @ 4 k mG h w & W W W W C Q W w w w O E w U Que W E E m A C E Q W W 4 W E E => = O W W E W =W W W G W m 4 h d E Q W" X M G wM W E W WW Q U m=>JK > w E W A w E - U D mQ m=w aW M a=4 Q W W W 4 cme 2 mm u m w c1 ~ M M 6 = > E A X W D M E W Q E a mm mdQ W wQ Q 4 3 wS W Ww w& WO A M + C 4 m A 6 > 4 3h W mm > G 6 6 4 Z E Q
> W W 3 4 = mM W Q=
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e mwO Q w Q E m>A E h mmA E m 6 E QM W m mm>~=WO E W O w w e W 4 Q J E e y4 wQwk w Q= Q 4 cme M Z M Qm=z wW w w m o E mm w C =X mm>>> Q Q > = wwQ wm m R A Z 4 3W E mwc Z > W= W QE M W W W wQ Q W C W G mW Ww w 2 6 ww w > Q u Q E mm A A d m4 W mm m> q ww WE 4 = Q E W M wE = 3 E = 3 W E m X E g g > E W X W W - Q X > W A w d E Q W W O B > wm em>W mO Q Q wa w WW O w = QQ Q W M M Q W E m E Q m = =W q Q w > > w w w Q E X Z E Q w 2 A w > Q E Z Q JE M E > > = > G Q h E mm 6 Q E
- W J
h C W W C W Q X W 4 W X w DwmO M C 6 E -M E W A E Q G Q W 4 W = = Q M E > wQ= A 6 4 W E WmE Q W 3 m Q w = > mwh E J E M Q Q w q E wWh W m W E W > = mE M E = wQ = woM A C m W M M > w>g E M E E W W - mq e m 2mM M W 4 4 4 w Q Q 3 E J Z = > 4 e Q O m we4 W e 3 mJ J J M Q w MOW W E U W E 4 W Q Q ww Q X e e E A Q - ~OW E E Q Q > NW W w e M w E E E D G E M d W wM M J wmW E w = w>m6 M WE 4 4 4 C W M E e a wM E 6 mm wQ 4 4 wQ e M M - wW M W > > Q w e > Q wM e Q E wmw-=w E E M E W E W A W mmM QQ = C O W Q Z > W W E E W Q W CW wE Q E M 3 e Q - > E mmM K E Q R M E U Q mm O 3 mw M =E W wwW Q M um4 4 =E C WwW > w Z E = E Q 6 >w=4 4 > W Q - W E % C 6 QW W E g h O Q mO W 4 Q 4 Q Q Q Q 4 > = = = = Q Q m=E 3 4 3 =w > > >== w = = = = K E E A = W A M H O Q E M M M 2 4 6 m mmmA Q M Q M mew Q A mW W EM X wwWW e W EWE E W M w Z E E E Q wh M w 6 www WWw emW W W J J J J > wJ "E W J E M E W E = = M W W A > A E E E > W E E E 4 4 4 4 2 4 mE W WW W w m w OQ E M wM mm m mmm mQ m m - m mw -J 4 4 4 4 4 Q d 4 w - E X X E w = E = 4 = = w M M W wO G = W W M W k J J M > d Q wQ W W > > 6 E E E M Am X W W E E Q Q WQ wZW J J.J CW Q W m6 6 4 = E E E J = = = W E M b X X E mmmM E m w m = Q Q amE M U M 4 6 6 J O Q w O Q Q bommmmO om M E m>m4==> O X m m - wwW --wC m>> m W Z W 4 6 4 4 WW WwW W W W N 4>>>w E M E M Q w m > W M M J WE Q > Q G Q W U S W WW W h > > W W W = W W W 4 4 K m w 4 w O mmmmw M D 3 6 2 w3 W mmmma3 m m M M mmmM mmmm& W M W mmmmcQ mmM 4 m E mM m4 4 Q W 6 wwW w E w = E & A >>>A A 4mmmmq A mh Q> 3 w w w ~ ~ ~ w 2 =Q www em WU Q E E E E E w h W W W E > > > > O A 4 A > EE 4 W 4 E E E Z Z Z Z E I 4 4 X E E m W W = 4 wmmmmm==W w m3 3 W gupspad aJ m3 aQ Q W W E D M w M 4 =6 A A = u = h A h e a e e mA e Q Q w w \\ E w -mW W -W W W W ~ d W O E mmmmW mZ Z M J G mm-C w A A A A wW W W h wQ w w = A > M w M A mm wmmmmW W W W A mW > > A A mM Q M W s W A A A A= w 3 3 Z =
==3 Q 6 = = = W W W W > =W W W3 C 4 M QE A mmO 4 6 mmmwW W W mmwE E Q Q m. .e, o N P% > M WA -b b N Y mOe fd b T Y h3 b @ Q Y U b M b Y M b M he N O O C ** *== G O O O G O * ** = w N P1 M P9 #7 W W w W W W mmmM m 4 -0
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m = = = = = w N M MM M M M M M M M M M M MM M M M M M ei M M M M M M Ve m M M M M M M M M M PS M M M Pao M M M Peb M e9 M F, M M V. P4 M e, M er. em M M M M W W W W W W W W W W W W W W Q W W W W WW W W W W W W W W W W W W W W ~ m m m m m m m m m m m m Lb mM m m m m Vs mW mmmmmmM VJ mmmmm
Appendix 3 Page 3 /\\v) mN*$ j $5 Es -T E Q= Q Q W w W mJ m 4 E Z m m @ E m E E w m W 6 W e = Q J Q m n m A N J 4/5 W E e 4 W J Z M W E em e Q 4 wp M W M E m M E W D = 6 Q A M W w h m w Q g A m E w 6Q m a W W W O W W W E W E W E m w@ G m m mm C h E m w m J Q W X W A M E W W W W MQ W W d q M M A M W Q w m W W W = 4 e Q W > m M m A 4 M g Q QW W = W W = W m Q E 2 = E M = > wwp W = W w > Q W J W Q A O Q W m mE E W O W 6 E D4M m C = W Q" mm = w E J Q E J = W M M
- J Q
= > m W M E C J 4 Q h N MW J w M J 6 e W W = W Z w Q W W N Q > W e>4 W = m E m ww E w> M e E W W W d m W W M E C O M 4 W M Z E A A d C D E w E W m A = E Z E Z w Q WW 6 EMW m> Q Q = L Z E m o W Q 6 Qw w E Q mp Qw w e 6 W W W W h ad W m 3 > = Q \\ W C E M W E G W W A M W 8 h 1 m Z m > h wmW W w Q m J W M >E Q W N / mW > Q h wD W w W E a m wK m m A wQ m. WW A m w=> W M E M A W E mm M =m W E J 4 3 E W = O 3 W Q =>W Q mE =h Q W A m=W@E w O m 6 6 m W W U m E m S e Q m 4
- Z m 6m E
E W S =WCW W Z W A E m 4 = = W - > h a m W 6 C W W W W W W W E mm W S m Q E O G M Q ag M wQ U U q mh > 46 W > > h = Q A W m O = E C w Q >M en E mmmh W M A m 3D J D a m W Q E Q O w=e W 6 W Q E a c 4 A K W m d Q 4 mW W h > O w=Z W A M E Q w h E ww Q E 4 Z M W J W W G = W w W G E M E W > W w wD C M D M 6 4 = G w 3 m E G Z W Q W W e D k J D E h J G W m C W X Q M wcw J M J M M QQ "U W aE W a w Q E w g E E 4 4 Q W 4 h E d W W E W C Q wW
== > G 6 W h QW = Q Q > > 4 = > W M W w G A W Q E D W d k J w E E 4 Q Q 4 E M Q W Q E W M=>Q WW W h = = Q W W K W E Q Q W C - em E W E m M m M W Z 3 W D=Q 4 W W Q E G =e W = W Q W W Q w m E mO = 4 W QW Q = u S w=WQ E h E a W m W m d W W me wm @ m 3 w>6 6 4 W W W
- E WW Q M
-w WM
- E A WWWC M W J w W E J
Q W " Q 6 m W wwm M m A & 6 Z W - W Q 6 d emW m W Q W QM W Q > W w m W M Q E w m W E W E Q E E W D D = > A Q A W Q E A h m>>A J O mW w E 6 w Q m J W E m m EE-W QW g w G Ok w D > E D W w O w Q a wwwW OM G h > w 6 m > > mE Z M J
- M E
G E Q 6 W w Q (#9 Q W W w Q M W m W 6 mO m Q J W Q W E W W W E Q M W Q > = Q E E 4 W mM W m E E h Q Q W Q w ww > W W Q E = M 4 = 6 - S A E Q Q Z u m k w mmO w C m W O W E J M W J M O W m E Q Q Ww h E A M h mmA M d Q U Q A wQ 4 m> W E W D M Qwm > T wC J C w U n g J m = ww m=QW E 4 WA Q E p w W W a W C W E wm m Q E 6 Q D E W Q uG = um ma M - M E m=D W Q D A W Q LO m E E q w w w eQ= U h QQ E m mW W W Z = W mW ma =
- p mh m E m=
6 W M G A W = wM 4 4 v wC ad w= Qw C wmm J A >&= E W mM W E W m E m3D w = G W W J E h J DE W Q W W D E J W h cW E J w D 6 M W Z W W m A E Q m P Q w - E > W E W J Nm M C J Q W W w C O A G m > > > > > > fd LM M E o m e A W M W W M Q J awh J mw m O mmwch h h hm W mu - M M w W wa U d aW A E m W Q w w 5U
- m wM 6 3 = =
k W a t B A Q 6 6 4 E E Q W W W E C w U m E w>G W W = W W E E C W M UM 4 W W d > cmw >W E E M W s w W www Q Q W W W Z W WE W E D E w D E w 4 Q A A A A > Q w M M mW WU M P h O Q W aQ O W M W h = W M M = h E q = J w m A C mmmmO 4 > 3 Q Q M QwQ E w h ch W O W Q = M g mmW W W w w w w w W E W E W Z = Om E 6 > W W W Q m W E W E Q M E Q A O C 4 Q - Q E 4 6 Q w 6 mE G A Q C Q Q M W M E W W = O D wW > mZ M E E M M M M E w E wM - Q A C Q E h Q Q > = w w w W Q = Q G W 2 O wW Q mm E W Qw Om> Q E = Q Q W W W D M D > mE QE E Q E WmmW M wq = Q Q Q Q O d d = = U m h 6 m m d - A M = M > cwQ Q A d W Q ma J E Q Q Q = Q W Q W 6 4 E M mh Q w e w O w w ws>6 A Q Q Q E E Q E a E h 6 - G e>mh > E m m-uuuuumW a w 6 Q H = 6 4 S E D EW eEWQ dE Q m h w > cw m amuh adwWW W wW W E m m mW WW -m W mm WW w w h = 6 M E W ummmmmW W h h A w k w 2 A m - W MW m>Q W M 4 W J J M G M M W Q M E m ~ 4 W 4 w= W Q4 3 4 4 4 Q w W W > > > W WE Q E >>>>>m>>W a K Q W m W W WW h Q W Q E m O - w M m mM M W E m m m>m=> E J D J w E E w U W J O Q Q Q Q Q Q Cs Q W mwZm = 4 O d q uM E W W em Q E 6 4 A A A A A A A A W mw w D QQ Q J J W Q Q Q mm W D A A A A A A A 4 m G w w> J W Q 4 G u m m eG w w w 4 m G D D D D D D D U mummW Q E O W W W W W E Q Q Q w 3 h h mmmmmmmmm e =
- e 4 M m
A d c A d Q - A =smamm W W WW = U w w mm-w gg m E U w W W WW W WW ww A W A U WW E wa w3 4 Q Q ad D m4 4 4 4 W W D A A A 6 h m A A A D W D W WW Q 4 4 4 G > 4 G W W G W mmmmmmAG Q W Q W WmW W W W W Zu m Z Z W Q h h h h h D mW = w w w = m w = A = A b 4 A A A A A t %d - N w M M c4 M N c=N M as N ON n4 % m NNNN O N N N N N N N N N. c, NNNe NNNNNN ea NM w 43 N N N w W ( = w .a - - N N c rw M M eeooQ o o e ,T) ~ ~ e ~ ~r-eoeoQ M M M M MM m = = = N NN N N N N N NN N N NN NN M M M M M M M M M M M M M MM w w w w w w w w w w w ww w w w w e w w w w w w w w w *
- O W WW W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W mmmmmmmmmmmmmmmmmmmmmmmmmmmmMmmmmmm
=
O O O INVALID ACTION ITEMS SOUTH TEIASPR0JECi eee ID DESCRIPi!0N S84 3 15.1 FIPE SUPPORT DESIGN CRITERIA DID NOT PROVIDE JUSilFICAi!0N FOR USIN6 WRC BULLEllN 107 WHEN ANALVIICAL LIMITS ARE EICEEKD S84 3 15.2 PIPE SUPPORT DESIGN CRiiERIA O!D NOT ADEQUATELY ADDRESS THE ANAL. OF RESTRAINT ATTACHMENTS, RE: USE OF PSDC 5.16.3 WELD DETAIL 584 3 17 PIPE SUPPORT DESIGN CRITERIA DID NOT PROVIDE JUSTIFICAi!DN FOR NOT CONSIERIN6 PRVIN6 ACT10N FOR OTHER THAN NORMAL LDADS S84 3 19 P!PE SUPPORT DESIGN CRITERIA DID NOT SPECIFY AN UPPER LIMIT OF SUPPORT STIFFNESS IN THE AUI STEEL DESIBM $84 3 20 FSAR DID NOT CLEARLY DEFINE 'DESI6N CON 0lil0N' RE: PLANT CONDITION OR SYSTEM CONDITION S84 3 23.1 A CONTROLLED INDEI 0F PIPE SUPPORT VENDOR'S CERT. DESIGN REPORT SUMMARIES (LDRS) WAS NOT BEING MAINTAINED 584 3 34 FIPE SUPPORT CALC PROV10E0 NO JUSilFICATION FOR ASSUMING AGUAL LOAD DISTRIBUTION (503) BETWEEN PA!R OF SNUB 8ERS (SEE A/I S84-3-2.2) 584 3 37.1 PIPE SUPPORT DESIGN CALC INCORRECTLY CHECKED THE STIFFNESS OF THE SPRING SUPPORT 584 3 41 PIPE SUPPORT CALC DID NOT ADEQUATELY CLARIFV THE LDADIN6 CONDlil0NS S84 3 43.3 PIPE SUPPORT WELDIN6 CALCS USED TWO DIFFERENT WELD STRESS ALLOWABLES FOR TE SAME SUPPORT W/0UT CLEAR JUSTIFICAil0N S84 3 47.2 STRUCT ADEDUACV 0F SUPPORT CALC DID NOT ADDRESS WHY THE LAR6EST LDAD WAS NOT USED IN THE ANALYSIS 584 3 49 STRUCI ADEQUACY OF SUPPORT CALC DID NOT PROVIDE JUSi!FICATION FOR CONSIDERING ONLY FAULIED LDAD CONDS IN DESIGN S84 3 49.2 STRUCT ADEDUACY OF SUPPORT CALC DID NOT CLEARLV IDENT THE DESIGN LDABIN6 CONDITION S84 3 50.2 STRUCI ADEQUACY OF SUPPORT CALC DID NOT REFERENCE THE SOURCE OF ACTUAL LDAD TO BE SUPPORTED BY CLIP AN6LES S84 3 52.1 STRUCT ADEDUACY OF SUPPORT CALC DID NOT ADE00ATELY SPECIFY RUN PIPE MATERIAL AS INPUT DATA 584 3 52.2 PIPE SUPPORT FABRICATION ISOMETRIC DID NOT SPECIFY SUPPORT LOCATION OR TVPE 584 3 52.3 STRUCT ADED'JACY OF SUPPORT CALC DID NOT CLEARLV ]NDICATE WHY FAULIED ALLONABLES WERE USED WHEN CALC STATES THAT NORMAL / UPSET LOAD 60VERNS S84 3 53.2 STRUCI ADE00ACV 0F SUFPORT CALC DID NOT SPECIFY BOLT TOROUIN6 REOM*TS FOR SilFF CLAMP TO PREVENT EICESSIVE CLAMPING LOADS ON PIPE WALL S84 3 54 SIRUCT ADEQUACY OF SUP CALC USED TO OVAL ANOTHER SUPPORT BY COMPARISON DID NOT CONSIE R ALL PERTINENT LDADINGS, ETC. (SEE A/I S84-3-51) 584 3 58.2 PIPE SUP DESIGN CALC cts VENDOR ITEMS AGAINST SUPPORT DESIGN LOADS BUT DID NOT REFERENCE SOURCE OF DESIGN LDADS $84 3 59.1 STRUCT ADEDUACT OF SUPPORT CALC DID NOT SPECIFY RUN PIPE MATERIAL AS INPUT DATA (SEE A/I 584-3-52.11 584 3 59.2 CALC EVAL THREE SUPPORTS DID NOT ADEQUATELY ADDRESS THREE SETS Of LDADIN6S/ SUPPORT CONFIGURATIONS (SEE All SB4-3-511 E S84 3 60.2 STRUCI ADEQUACY OF SUP CALC DID NOT ADEQUATELY SPECIFY/ REFERENCE LOAD RAi!NG FOR SNUBBER FORWARD BRACKET NELD ${ SS4 4 01 ACCEPTABILITY OF DIRECT LETDOWN TO RHT IS NOT DOCUMENTED 7(2.2.51 S84 4 02 SAFE SHUTDOWN EQUIPMENT LIST DOES NOT INCLUDE HEAT TRACIN6 EQUIPMENT FOR BORIC ACID EQUIP 7(2.2.6) S84 4 084 METHOD FOR UPDATIN6 AREAS REQUIRIN6 EMER6ENCY LIGHTING NOT K FINED 7(4.11.1) S84 4 08B PROCEDURE DESCRIBING IN-SERVICE TESilNG AND INSPECTION NOT AVAILBE 7 (4.11.2) 2 584 4 09 APP. R EVAL REPORT DOES NOT ADEQUATELY ADDRESS MECHANICAL DAMA6E TO EQUIPMENT 8(4.1.2Al S84 4 10D NOT ALL EQUIFMENT AFFECTED Bf FIRE IN CONTROL R00M IS LISTED IN AREA EVALUATION AS DESCRIBED IN IMPELL REPORT 815.2.41 c. 584 4 13 CLASSIFICAi!0N OF COMPONENTS AS SOE NOT IN ACCORDANCE WITH PROCEDURE B(6.0.2) 584 4 14 DPERATOR ACT10N 10 ISOLATE SEAL INJECTION NOT SPECIFIED B(6.0.3) 584 4 ItB PRESSURE TRANSMITTERS NOT INDICATED AS APPENDit R DEVIATION 4(6.0.18) S84 4 17A LOOP OPERATOR ACTIDN 10 PRECLUDE EXCEEDIN6 CHAR 61NG PUMP NPSH NOT INDICATED 4(6.2.11 584 4 17B OPERATOR ACTION ASSUMED PRIOR TO DAMAGE BY FIRE IS UNJUSTIFIED 4(6.2.2) S84 4 IB PENETPATION SEALS PROCURED TO QUAL CLASS 7 ALTHOU6H INSTALLED IN CAT I STRUCTURES M6(4.31
(d f .U v INVALID ACTION ITEMS SOUTH TEIASPROJECi eee ID DESCRIPil0N S84 4 19 AFW STORAGE CAPACITY IS INSUFFICIENT M7(4.1.1,4.1.2) 584 4 22 EFFECT OF RCS DISCHARGE FROM PRT NOT ADORESSED M7(6.21 S84 4 24A DPERAi!DN OF CVCS SYSTEM MAY BE AFFECTED DUE TO ACCUMULAi!0N OF SOLIDS M9(2.3.Il 584 4 249 RV PIPING DESIGN INADE00 ATE M9(2.3.21 S84 4 24C SEAL WATER HEAT EICHANGER INADEQUATELY SilED M9(2.3.3) S84 4 25 DRAWINGS DEPICIING RACEWAY SECTIONS NOUIRIN6 FIRE PROTECTION NOT AVAILABLE E5(3.91 584 4 2681 FORMAT USED 10 (DENTIFY CABLE ROUTING NOT FOLLONED CONSISTENTLY WITHIN IMPELL CALCULAil0N 008 E6(6.1.ll 4 584 4 2682 SEE ACTION ITEM $84-4-10B DRP 84-4-8 (5.2.2) 584 4 26Cl SEE ACTION ITEM S84-4-26A DRP 84-4-E6(3.1.ll E6(6.1.21 S84 4 26C2 CEE ACT!DN ITEM 584-4-10B DRP 84-4-8(5.2.2) 584 4 260 SEE ACTION ITEM 584-4-26A DRP 84-4-E6(3.1.ll S84 4 26El SAFETY-RELATED RELAY PANEL AND CONTROL CABINET NOT LISTED IN SAFE SHUID0NN EQUIPENT LIST E6(6.21 584 4 328 SEE ACTION ITEM 584-4-310. ORP 84-4-6-02, 11ER 4.2.4 S83 4 14B DESIGN CRITERIA DOES NOT ADORESS CRACK POSTULAll0N FOR MODERATE ENER6Y CLASS I PIPING EM2(7.2) S85 1 12 CONTROL ROOM HVAC DES!6N CRITERIA DOES NOT ADDRESS REQUIREMENTS FOR ON LINE TESilN6 (SEE ACTION ITEM S85-2-676) S83 1 14.4 Ll6HTING LOADS USED IN THE CALCULAi!ONS FOR THE CONTROL ROOM COOLING SYS APPEAR TO BE LOW 583 1 18.24 PRESSURE LDSS COEFFICIENTS APPLIED IN CALC FOR CONTROL ROOM HVAC SYS INCORRECTLY APPLIED $85 1 20.7 COMPUTER DUTPUT ELEMENTS ERE NOT DEFINED IN ECHW NETWORK ANAL CALC 585 1 22A JUSilFICATION REQUIRED FOR HVAC CALCULATION STATEMENT THAT OVERSTRESSED WELD IS ACCEPTABLE 585 1 22D HVAC CALC DEFICIENT IN REFERENCING SEISMIC ACCELERATION VALUES SOURCE S85 1 23.3 CALCULATION DOES NOT ADDRESS TYPE 11 AND 111 SUPPORTS FOR DUCT WORK CONNECT!DN S85 1 23.4 HVAC SYS CALCULATION DOES NOT REFERENCE VARIOUS INPUT SOURCES SUCH AS DUCT WEIGHTS ALLONABLE STRESSES S83 1 23.5 HVAC CALC DOES NOT INCL ANAL FOR DUALIFYIN6 BUILT-UP STIFFENE1 COMBINAi!ON S83 1 24.2 SELECTION OF MOST CRlilCAL CONFIGURA110N OF VENT 00CT FITTINGS TO BE JUSTIFIED WITHIN CALCULATION 585 1 24.3C HVAC CALCULAi!DN DID NOT REFERENCE SOURCE OF FAILURE PRESS USED IN ANALYSIS S83 1 24.5 CALC DOES NOT IDENTIFY BASIS FOR SEISMIC ACCELERATIONS UTILIlED 7 SB5 I 278 ESSENilAL CHILLER LOAD CALCULAi!0N USED H16HER THAN MAI HEAT LOAD VALUES IN FHB FOR CHILLER SillNG 585 1 27C DUFLICATES ACTION ITEM NO S85-1-27A u SB3 1 28.1 CM EIP TANK CALCULAil0N DOES NOT REQUIRE CONFIRMATION OF MAKEUP WATER PRESSURE UTIlllED 585 1 28.2 CHILLED NATER EIP TANK CALCULAi!0N DOES NOT ADDRESS SYS LEA 6A6E DURING POST ACCIDENT CONDIi10NS S85 1 29.5 VERIFY ELEC CABLE DUTSIDE DIMEkSIONS USED IN CABLE AMPACITY CALCULATION S83 1 29.6 CALCULATION FOR CABLE AMPACITIES REQUIRES CLARIFICAi!ON FEGARDING I FILL OF 5*VS.6* IRAYS S83 1 30.1 CALCULATICN DOES NOT ADDRESS MOTOR STARi!N6 CON 0lil0NS WHEN CALCULATING MAI CABLE LEN6THS $83 1 30.2 CALC F0ft LENGTH OF POWER CABLE DID NOT CONSIDER APPARENT INCREASED RESISTENCE DUE 10 PR0llMITY EFFECT OR CONDUCIOR LAY
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O m m INVALID ACTION ITEMS SOUTH TEIAS PROJECT eea ID CESCRIPi!0N 565 2 120 CALCULAi!0N STATUS NOT CLEARLY INDICATED ON CALC COVER SHEEI S83 2 13A DUPLICATES ACTION ITEM S85-2-13B 585 2 148 VALID!iY OF CCW SYS ANRYSIS FOR CRCULAi!N6 VOLUME OF SYSTEM P!P!N6 NEEDS JUST!FYIN6 S83 2 14C DUPLICATES ACTION ITEM 585-2-12A S83 2 15A NOT ADDRESSING WESilN6 HOUSE POSITION ON CORROSION INHIBITORS IN CLOSED LOOP CCW SYS CALC NEEDS JUSilFYING 585 2 16B JUSilFICAi!ON REQUIRED FOR NOT ADDRESSING ALL SINGLE TRAIN MODE REOUIREENTS IN CCW SYS CALC 585 2 17 INCORRECT FORMULA USED IN CALCULATING CFM FLOW RATE FOR AC SYS AT A ROOM TEMP OF 120 DE6. F 585 2 IBB DUFt! CATES ACTION ITEM S85-2-17 S85 2 204 SURGE TANK STATIC PRESS NOT INCL IN COMPUIER MODEL 583 2 209 DUPLICATES Atil0N liEM S85-2-12A 585 2 228 INCONSISTENCIES EXIST BETWEEN EDUIP OUR DES!6N CRITERIA AND PURCH SPECS RESARDING ENVIRONENTR PARAMETERS S85 2 22C VALVE SPECIFICAil0N DEFICIENT IN PROVIDING FLOW RATES S83 2 23A TEMP RANGES PROVIDED IN CCW PUMP SPEC CONFLICIS WITH FSAR S85 2 23C CCW PunP SPEC DATA SHEET CONTAINS CONFLICTING REQUIREMENTS FOR FLOW RATE S85 2 230 CLARIFICATION REQUIRED ON PUMP NF BOUNDRV AT BASEPLATE 585 2 24C SURSE TANK N0ZILE LOADS FOR OTHER THAN FAULTED CONDITIONS WERE NOT SUOM!iTED BY VENDOR AS REQUIRED BY PURCH SPEC 585 2 25 VERIFICATION THAT HEAT EXCHAN6ER VENDOR MET TUBE VIBRAi!0N SPEC REQUIREMENTS WAS NOT PROVIDED S85 2 27 DUPLICATES ACTION ITEM 585-2-26 S85 2 28 INCONSISTENCIES EIIST BETWEEN VENDOR DRAWING AND STP SPEC RE6ARDING SURGE TANK CAPAtliY 585 2 298 CCW PUMP FLOW RATES ASSUMED IN IN!!!K DES!6N NEED VERIFICATION WITH FLOW RATES PROVIDED BY VENDOR 585 2 29C DUPLICATES ACTION ITEM 585-2-26 583 2 290 STP SPECIFICAT10N AND VENDOR DRAWIN6 IN CONFLICT RE6ARDING PUMP ROTATION $85 2 30A RCP AND CCW COMPOSITE DRAWINGS IN CONFLICI WITH P & ID: FLOW INSTRUMENTATION ON ' HOLD
- SBS 2 31 CCW PUMP RECIRCULAI!ON LOOP NOT PROVIDED S
i S83 2 328 DUPLICATES ACTION ITEM S85-2-32A 585 2 33A INCONSISTENCIES EIIST ON P & IDS IN THE METHOD OF IDENTIFYING INTERFACING LINE NUMBERS 585 2 339 P & ID SHOWS A NON-STD PIPE REDUCER 7 S85 2 35A FLANGE SYMBOL FOR CCW PHANTOM CHECK VALVE MISSING ON INTERFACING P & ID 583 2 37A P L ID DOES NOT !DENTIFY CONNECTING FLANCES AT PIPE TO PIPE CONNECTION y 583 2 38 DUPLICATES TO ACTION ITEM 585-2-12A 583 2 39A STP TO DEFINE LDAD FACTOR FOR FAULTED CONDli!ON S83 2 40C VALIDlif 0F SNUBBER ALLOWABLE LOAD IS QUESi!DNABLE S85 2 41A DUPLICATES ACTION ITEM S85-2-404 l S83 2 41C BEVEL WELD StMBOL DOES NOT CONTAIN ENOUGH INFO TO DETER WELO ADE004 CY S85 2 410 DUPLICATES ACTION ITEM 585-2-408
Appendix 3 Page 8 n / T \\ ) \\/ m
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O O O INVALID ACTION ITEMS SOUTH IEIASPR0 JECT eee 10 DESCRIPi!ON S85 2 50A DUPLICATES Ati!04 ITEM 585-1-29.1 585 2 508 DUPLICATES ACTION lier NO. S85-1-29.2 585 2 508 DUPLICATES ACil0N ITEM NO. S85-1-29.2 585 2 50C DUPLICATES ACTION ITEM NO. S85-1-29.3 585 2 500 BUPLICATES ACTION ITEM NO. 585-1-29.6 585 2 500 DUPLICATES ACTION ITEM NO. 585-1-29.6 585 2 51A DUPLICATES ACTION ITEM NO. 585-1-30.2 585 2 518 DUPLICATES ACTION ITEM NO S85-1-30.1 585 2 51C1 DUPLICATES ACTION ITEM NO. 585-1-30.4 585 2 51C2 DUFtICATES Acil0N ITEM NO. 585-1-30.4 583 2 52 DUPLICATES ACTION ITEM NO. S85-1-29.4 585 2 53 DUPLICATES ACTION ITEM No. 585-1-30.3 583 2 544 DUPLICATES ACTION ITEM NO. S85-1-32 585 2 554 DUFilCATES ACTION ITEM NO. S85-1-31 583 2 56 IEEE CDE DATE IN BUTTERFLY VALVE SPEC MAS IEONSISTENT WITH MATL REQUISITION 585 2 57A DUALIFICATION OF CCN PUMPS TO CURRENT ENVIRONMENTAL REDUIEMENTS NAS NOT CLEARLY STATED IN SPEC SBS 2 57C DUPLICATES ACTION ITEM NO. 585-2-228 585 2 59A RACEWAY LAYOUT BRANING 15 IEONSISTENT MITH COMPUTERIZED RACEWAY REPORT M: CONBUIT TIE TO CABLE TRAY 585 2 598 CONDUIT LAVOUT DRANING AND COMPANION STATUS REPORT IN CONFLICT REGARDING THE INCLUSION OF LEVEL SWITCE S S85 2 604 VE e 0R VALVE OPERATOR DRAWING NOT EIPLICli M SARDING STARTING VOLIAGE K OUIM MENTS FOR VALVE OPERATORS S85 2 6]A COIL / BREAKER TRIP SETTINGS ON ONE-LINE DIAG NOT ADE00 ATE S85 2 618 DUPLICATES ACT10N ITEM NO. S85-22-61A 'g S85 2 61C ENVIRONNENTAL CONOITIONS NOT BEIN6 IELUBED IN PURCH SPECIFICAi!0NS EEDS JUSTIFICATION g 585 2 62Al STP PURCHASE SPECIFICAi!DNS 00 NOT IK NTIFY APPLICABLE PROJECT / UNIT IN SCOPE K SCRIPTIONS 0-585 2 62A2 DELETING CONS AND STANDARDS SECTION FROM PUECH SPECIFICAil0N FOR PRESS SMITCHES NEEDS JUSTIFY!N6 585 2 6281 STP PURCHASE SPECIFICAi!DN DOES NOT KFINE BUYER Am SELLER w 585 2 6282 STP PURCHASE SPEC DOES NOT K FINE BASIC FUNCTION OF ORIFICE PLATES 7 585 2 62C LACK OF REF ASME II UNKR WELDING SECTION OF PURCH. SPEC NEEDS JUSTIFYING 585 2 62E DUFt! CATES ACTION ITEM NO. 585-2-62A2 585 2 62F STP PURCH SPEC DOES NOT KFINE CODE CLASSIFICATIONS 595 2 64A SYSTEM DESCRIPi!ON LACKS KFINiil0N REGARDING PRESSURE SWITCH FUNCTIONS E85 2 640 DUPLICATES ACTION ITEM NO. S85-2-08 585 2 65 DUPLICATES ACTION ITEM NO. S85-2-08 S85 2 67A COMPONENT IDENTIFICATION MARFIN6 IEDNSISTENT DN ELEMENTARY DRANINGS 585 2 67AA LISHIS AND POSITION SWITCHES FOR VALVES ARE NOT SHONN ON ELEM & LOGIC DIA6 RAMS
Appendix 3 Page 10 f,U l E R = ? b ? G n = m E l .5 ~ W 70 m 71 W 05 Y = = = WW M W E = E-w m y m =E W w W: W mW 5 o = = Mw E S 5 E o S- =Wm W = A m
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.~. Y k INVALID ACTION ITEMS SOUTH TEIASPROJECT eae ID CESCRIPTION 583 25 02F SEE ACTION ITEP 585-25-02 AF & A6 KN-M12 (7.0) 583 2S 026 SEE Ei!0N ITEM 585-2S-016 FCR-M16(8.0) S83 25 02H USE OF DCN WITHOUT K00!BING A KAR DCN-PSS6(7.0) S85 25 02M LACK OF DC PARTICIPATION IN SOME FIELO ELECTRICE TESTS ER Ell (3.01 585 2S 02N NON-CONFORMANCE (NCR) APPROVAL CYCLE IEDRPLETE K R-E12(5.Il S85 25 020 PE APPROVAL OF SCN NOT READILY VERIFIABLE KN-Cl(7.2) S85 25 02P FCR APPROVAL CYCLE I E OMPLETE FCR-C8(5.0) S85 2S 029 IMPACT OF FCR CHANGE ON LO6IC DIA6RM NOT APPARENT FCR-CIO (4.01 585 25 02S FCR APPROVAL CYCLE I KOMPLETE FCR-Cl2(6.01 583 2S 02T VENDOR CONCURKEE FOR FCR CHM 6E NOT APPAENT FCR-C15(5.01 S85 25 02U APPROVAL CTCLE FOR FCR IEDMPLETE FCR-015(6.01 585 25 02V VENDOR APPROVAL OF FCR CHMGE NOT APPAENT FCR-C16(5.01 585 2S 02N HOME OFFICE APPROVAL FOR FCR CHANGE NOT APPARENT FCR-C16(8.01 585 2S 021 SEISMIC ADEDUACY NOT ADORESSED/0R REVIM D INSTRUMENT MOUNTING C18(6.0) 585 25 04A REFEREKING FSAR REVISION EDUIREENTC FCR-M2(7.01 S85 2S 048 'FSAR CHANGE REDUIREB' BLOCK ON K N NOT STATUSED OCN-E15(5.01 S85 25 068 DRMIN6 REFEREEE TO BOR NOT PROVIDED FCR-M5(1.1) 585 2S 06E SEE Ati!DN ITEM $85-2S-06A FER-M16(1.0) g 585 25 06H REPORIABILITY (DER) STATUS OF NCR NOT CORRECT E R-Ell (2.0) S85 25 06! REFERE KE TO UPDATE OF ELECTRICAL RACENAT FILE NOT INCLUDED ON DCN, KN-Cl(7.1) 585 IS 061 KM DOES NOT IELUDE REFEREE TO LOGIC DIAGRM EN-C7(1.0) 585 25 06K FCR CHANGE NOT IKORPORATED IN SPECIFICATION FCR-C8(1.0) 'g 585 2S 06L FCR DOCUMENT REFEREKES IKOMPLETE FCR-C8(4.0). g 585 25 06M FCR DOCUMENT REFEREEE IKOMPLETE FCR-C10(1.01 A-S85 25 06N FCR REFER E E TO DOCUMENTS REOUIRING UPDATE KOMPLETE FCR-Cl2(1.0) 585 25 078 USE OF FCR IN LIEU OF A K R FCR-R2(4.2) w 585 25 07C SPECIFYING MATERIAL E 00lREMENTS AND AVAILABILITY FCR-M4 (3.21 y 585 2S 07D TRAIN C CHANGE ALSO APPLICABLE TO TRAINS A & B FCR-M5(1.31 g 583 25 07E BES!6N DOCUMENT CONSISTEEY FCR-M6(2.0) g 583 2S 07F DISPOSITION OF NCR IS VA6UE MD CONDITIONAL KR-M14(3.Il P 585 25 07H NCR ISSUED BASED ON LACK OF MAINTAINABILlif/KR STATEMENTS IKORRECT RE: VIOLATION OF SEPARATION CRITERIA, ER-M18(3.3) 585 2S 07J ANALYSIS OF LOCAL STRESSES AT INTESRAL ATI K H./PIPT INTERFACE LACKS JUSTIFICATION FCR-PSS2(4.0) 583 25 07K SEE Ei!DN ITEM 585-2S-OlH ER-PSS(3.0) 585 25 07L EFFECT OF RELOCAi!DN OF SUPPORT LDAD NOT ADDRESSED DCN-PSS8(6.01 585 25 07M CAUSE OF NOKONF0FiMMCE NOT ADDRESSED ER-PSS-Il(5.0)
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INVALID ACTION ITEMS SOUTH TEIASPROJECT eee 1 ID DESCRIPiloll 585 4 37 HIGHEST INTERMEDIATE STRESS VALE NOT USED FDR BREM POSTULATION EN15(3.1) 585 4 38 SEE ET10N ITEM 585-4-41A 585 4 39 PIPE BREAK NOT POSTULATES AT 3/4' MANCH CONNEti10N OF RHR PIPill6 SBS 4 40A NORDIN6 0F SPECIFICATION UNCLEM REEARIING TE SCOPE OF RESTRAINTS TO K SUPPLIED EM20(1.Il 585 4 408 SPECIFICATION DOES NOT PROPERT REFEREEE A6NT STANDARD SNT-TC-IA ER20(2.li l 585 4 414 THE ASSUMPTION REGARBING JET IIFINSEENT PROFILE REDUIRES CONFIRMTION EM21(1.Il 585 4 41B POSTULATED BREAK NOT EVRUATED FOR JET IMPINEENT EFFECTS EM2113.1) S85 4 41C LOCALIZED JET IMPIN6EENT TEMPERATURE EFFECTS IdlT USED IN AMLYSIS OF JET EFFECTS 585 4 418 LENETH OF JET ZONE OF INFLUE EE REOUIRES JUST!FICAil0N EM2tl5.29) 585 4 43C ASSUMPi!ON NOT IKMTIFIED AS REOUIRING CONFIRMil0N EM23(1.21 585 4 43D MISSING REFEREEE TO ConPUTER PR06MM E101 USED IN ANALYSIS D23(2.2) 585 4 43E DISPLACE 6T OF DOS OF RUPTURED PIPE ANS EFFECTS ON JET PROFILES EMIRE CONFIRMil0N EM23(4.2) S85 4 44 ECEPTAIILITY OF JET LOAD 011 REET0R C00LMT PINIP IB REOUIRES COII'IRflATION EM24(4.0) 585 4 44B ECEPTA81Llif 0F JET LDADS ON STRUCTURE STEEL REOUIRES CONFIRMTION S85 4 44C ACCEPTA81Llif 0F JET LOADS ON PIPING AND INSTRUMENT TUBING REDUIES COEIRflAi!ON l 585 4 458 AIIAL LDADS BUE TO FRICTI0li EFFECTS NOT COESIKREI ISEE ACTION ITEN S85-4-45C) EM25(3.2C) 585 4 45E ASSUED LEK OF JET LOAD ON ESTRAINT STRUCTURE RE001RES JUSTIFICATION EM2513.2D1 585 4 456 JUSTIFICAllN REDO FOR IVNAMIC LOM FETOR ASSOCIATER UlTN HOEYCOM LDADING (SEE ETION ITEM 585-4-45F-Il EM25(4.68) 585 4 46 LDETH OF PIPilE INCLUMB IN JET IONE OF INFLUEllCE NOT CONSISTENT WITH JET IONE DIRENSIONS EN2&l6.lB) 585 5 03 RNR SYS STRESS NTA PEKAGE CRCULAll0N LERS COMPLETE REFEKEE OF ITS APPLICA81Liif TO STESS CRCS 585 5 12 RELATIVE SEISRIC ANENDR BISPLACEENT AT RCL N0ZILE AND CONTAIMENT STituCTURE ARE NOT O9VIOUS IN COMPUTER PROGRM 585 5 16 RHR COOLER DUTLET TEfF DURING SIS MOK CRC DOES NOT PROVIK BASIS FOR ROUNIlll6 0FF TEIFERATMES 585 5 23 ENVELOPED TRANSIDT BID NOT IELUK PRESS TRANSIDTS Ill TE NORflE HEATUP AND COOLDONN TMNSIENTS ${ 585 5 28A INADEBUATELY DOCUMENTATION FOR SELECTION OF TIME PMSEB TERML TERMS (SEE ETION ITEM N0. S85-5-301 585 5 289 DUPLICATES ETION ITER W. 585-5-30 S85 5 32 CONFLICTING DATES ETEEN ASE III BESIGN SPEC AM STRESS REPORT REGAROING CGTIFICAi!0N 585 5 348 SOURCE DOCUMENT FOR CONTAllNIENT INTERNAL STRUCTURE ESPONSE SPECTRA INPUT NOT IDENTIFIED IN C01FUTER RUN E 585 5.38 IKONSISTEEIES EIIST KINEEN FATI6UE ANALYSIS AND CLASS I SillESS CRC RE: THERNAL IRMSIST INFORMTION 585 5 39.I ASSUMED B-SIDE THICKNESS OF KDUCING TEE USEB IN STRESS AllAL CRC OF DISCONTINUITY EFFECT MS NOT JUSTIFIED s* S85 5 39.2A METHOD OF CALCULATING AYE TEMP FOR S0trET M L E R VALVE TO PIPE Il0T I ELU K D IN STRESS IIEPORT 585 5 39.28 STRESS CRC IIB NOT JUSTIFY THE ASSUMPil0N OF OllLY AIIR HEAT FLOW IN THE 29 AllRYSIS SBS 5 39.2C NEAT TRANSF fl0KL IID NOT JUSi!FY EICLUSION OF GAP KTNEEli PIPE BUTT EM MO SOCKET ELEB VEE $85 5 40 STRESS CALC DES NOT AK90ATELT DOCUMENT REFERENCES Allo SOUEES OF IIFUT DATA $86 1 01A ACCEPIMCE CRITERIA COMPARING ll6T/Ullli LD6TH FOR SIESMIC II/I INTERETION IS UNJUSTIFIED FK B&-1(1.li 586 1 02 FIGURES REPRESENiill6 TYP SIESMIC II/I IMIRECT HAIARDS KED CLARIFICATION F K B6-1-l(1.1.3)
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.. = _ _ _...... t I Appendix 4 Page 1 of 5 i LISTING OF ADMINISTRATIVE ACTION ITEMS NOT AFFECTING THE DESIGN PROCESS j SOUTH TEXAS PROJECT i This appendix lists all the action items that are considered to be editorial i or administrative having no effect on, or only a remote possibility of f effecting, the design and/or design process. The (1) identification number, (2) category code, and (3) description is listed for each action item. i a 1 1 i i I i I 1 I 1 l i I i t i i l 5051D-1447515-B1 l 1
Appendix 4 Page 2 l f I Nj J w y
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ADMINISTRATIVE ACTION ITEMS NOTAFFEETINGDESIGN PROCESS l SOUTH TEIASPROJECT l la DESCRIPTION 584 3 56 P!FE SUP SNt3RR HOT LENGTH AS SHOM ON KSIEN dug IS IEOWSISTENT WITH RESULTS DF PIFE SUP SNUOKR CALC 584 4 19 OPERATOR ACilCNS SPECIFIED IN OPER ACTION LIST CO NOT AGREE WITH APP R EVAL REPORT 4(6.0.1A) 1 584 4 17C OFERATOR ACTION SPECIFIED IN APPENDII R EVAL NOT INCLUN D IN OPER ETION LIST 4(6.0.2.41 l 584 4 21 INCCNSISTEEY IN BORIC ACID REDUIREENTS BETNEEN THE TECH. SPECS AND FSAR N7(6.ll l 584 4 238 FLOOD LEVEL SPECIFIEB ON SEAL DRMIN6 INCONSISTENT WITH APPLIC. FLOOD CALC. M12.3.2) 584 4 23C PENEIRATICN NUMER IKORRECTLY INNTIFIED ON SEAL DRMING M(2.3.31 584 4 23D INC0 ERECT KTAIL REFERENCED ON SER MMING M(2.3.41 585 1 01 TAitE 6.5-10F FSAR CONCERMING ESF FILTER SYSTERS IN ERROR FOR WAC IN CONTROL R00R 585 1 08 WAC DESIGN CRITERIA KRR LOG IKORRECTLY KF WRONG SECTION $85 I 10.6 DESIGN CRITERIA DOES NOT ADDRESS DESIGN LENSTH OF ELEC. CABLE VS INSTALLED LENGTH 585 1 15 CONTROL ROOM REEUP AIR FLOW CALC DID NOT ANDUATELY PEF DUCT ARRGRI Du6 585 1 16.4 CONTROL ROOM WAC EDUIPMENT CALCULATION BIS NOT CLEARLY EF MOTOR H.P INPUT 585 1 22F INCONSISTENCY IN RLONABLE SIMSS VALK USEB FOR ELD CAFACliY IN ANR. OF WAC SYS S85 1 27A ESSENTIAL CHILLER LOA 8 CRCULATION REFEREEED A SUPPORTINE CALC NNICH HAD NOT YET KEN ISSUED 585 1 27D CRC REFERENCED A SUPPORilN6 CRC WHICH HAD NOT YET Kell ISSUED 585 1 31 n!SSING PEFERE KE IN SET PolNT INDEI 585 1 35.2 PRESSURE DROP DATA FOR SILEEERS INCONSISTENT WITHIN SPECIFICATION SECTIONS 585 1 39A WE INSTALL SPEC IEGNSISTENT IN KFINING EFFECTIVE CODE DATES 585 1 60 SinBOLS AND LEGEMS HAVE NOT KEN USED CONSISTENTLY ON ELEENTMY IIA 6RANS 585 1 68 ING CONTACTS SHOM ON ELEENTARY DIAGAM INNTIFIEB WITH SME NUMER 585 1 73 LOGIC $!AGRAM KFEREEED MON 6 ELEENTARY DIAGRAM FOR RAAMS 585 2 10B SIGNED OUT CALCULATION L Er5 ISSUE DATE 585 2 20C CALCILAllDu INNTIFICATION OF VR VEIORIFICE NunBERS INCOMPLETE 585 2 200 FLON ELEMENT INCORRECTLY IKNTIFIEB IN TE MTH MOKL FOR PHR HEAT EICHANGER a-N S85 2 308 CCW COMPOSITE DRAu!N6 CONTAINS NRONS YRVE TAE NUMERS S85 2 355 IEORRECT GRID C00981NATE SHONN ON P & ID FOR THE KRINERRIZED MTER LIE 585 2 42El REVISION LEVEL INDICATED IN TITLE R0tt OF DRAulNG MS IEDRRECT 7 585 2 4?E2 CETAIL OF BASEPLATE MS IEURRECTLY IDENTIFIED ON SUPPORT DRAulN6 585 2 45M3 INCORiiECT PIPE SUPPORT CALCULAil0N NURKR KF IN STRESS CALCULATION w $85 2 45P4 CALCULAi!ON KFEKEES ARE IKORRECT RE6MDING REVISION LEVEL 585 2 453 STE SS ANAL CRITERIA DOES NOT CLEARLY IN NTIFY ELOM8tE ACCELERATIONS FOR BUTTERFLY VR VES $85 2 67t FtID DRANING SHOWS DISCMRSE FROM CCW PulF B 60!NS TO IEDRRECT VALVE $85 2 67P ELEENTARY DIAGRM ASSIGNED SWITCH WITH A WRONS TAG IUt0ER SE5 2 675 LOGIC AND ELEENTAAY BIA6RMS CONFLICT IN ASS!6 MING CONTACT KS!6 NATIONS 585 2 67T LCGIC DIA6 DOES NOT REF COMPMION ELEM DRAulN6
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_ _ _ _ _. ~. _ _ _. _. i i-i i Appendix 5 i Page 1 of 17 i l LISTING OF EVALUATED ACTION ITEMS CONSIDERED IN CATEGORIZATION ANALYSIS i SOUTH TEXAS PROJECT This appendix lists all the valid. action items which were considered in the - 3 categorization analysis (Section 2.0). Valid action items are those items i j which resulted in a revision to a design ' document or technical administra-i j tive procedure, or in a hardware change. Valid action items have also had i 1 their corrective / preventive actions verified and have been closed out to the i satisfaction of HL&P Engineering Assurance. i i i I 1 i 4 { 1 i s 1 2 i i i i j 5051D-1447515-B1 i i
i .l 1 n Appendix 5 Page 2 f t 5 ks 4an v3 5 w a a 5 a" = m k -e se= ag a E =gJ* G as amas = A Ew 0
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(% ,O EVALUATED ACTION ITEMS SOUTH TEIASPROJECT eea ID TYPE DESCRIPil0N 385 4 22C 1.05 INCORRECT ALLONABLE STRESS VALUE USED IN CALCULATION FOR A PORI!DN OF MS PIPING IN BREAK EICLUSION IONE EM14(1.4C1 583 IS 03 1.05 CALCULAi!ON REFERENCE IS INAPPROPRIATE TO DOCUENT DLF FOR JET IMPINGEMENT / PIPE WHIP 15-914.51 SB6 1 34 1.05 CONSERVATIVE CALC ASSUMPIION NOT UTILIIED 10 DETERMINE MONI RESP. TIME 86-1-6-111.31 586 1 39 1.05 BASIS FOR CALCULAll0N INPUT INCONSISTENT WITH FEDUIREMENTS OF K SIGN CRITERIA DRP 86-1-6-2(1.1.31 S83 1 04 1.06 DESIGN BASIS SSI ANALYSIS DID NOT CLEARLY ADDRESS EFFECT OF CHAN6ES IN STRUCT. CONFI6. ON FLODR RESP 0 HSE SFECT S83 1 10 1.06 DESIGN BASIS VERTICAL FRS CURVES DID NOT INCL LOCAL EFFECTS OF FLOOR FLEXIBILITY 583 3 67 1.06 PIPE STR ANAL CRITERIA DID NOT PROVIDE JUSTIF OF DEC00PLIN6 CRITERIA AND CONSIDERAi!DN OF SIF AT BRANCH CONNECTIO S83 3 27 1.06 PIPE STRESS CALC DID NOT VERIFY N0llLE/ VALVE EMD LOADS AT PIPIN6/EDUIPMENT INTERFACE NILL BE WlIHIN SPECIF S83 3 28 1.06 ASME III CL 2/3 PIPE STRESS CALC SPECIFYING TP 304 MATL. DID NOT VERIFY THAT CALC STRESSES ERE BELOW TP 304L AL 583 3 30 1.06 PIFE STRESS CALCS DID NOT INDICATE THAT ALL APPLICABLE LOADING COMBINATIONS INCL JET IMPINSEENT HAD BEEN CONS 583 3 68 1.06 ECCS-SI STRESS ANAL DID NOT JUSTIFY NOT COMPLETELY ENVELOPIN6 RESPONSE SPECTRA CURVES 584 1 04 1.06 NO DOCUMENTAi!0N OF ENGINEERING ASSUMPT!DN THAT LESS THAN 30 MIN. RECIR START WOULD HAVE NO AFFECT DN CONT S84 1 07.3 1.06 CALES DID NOT ALWAYS ADEDUATELY DESCRIBE ASSUMPi!DNS OR STATE THE BASIS FOR AN EN6R'S JUD6EMENT S84 2 11 1.06 EQUIP QUAL DESIGN CRITERIA SUFFORTING CALC DID NOT JUSTIFY RELATIVE HUMIDITY VALUES S84 2 16.1 1.06 SIM LINE BREAK CALC DID NOT PROVIDE JUST!FICAi!ON FOR ASSUMPi!0N THAT ALL DOORS ARE INITIALLY CLOSED S84 2 17.1 1.06 HELB CALC FOR AREAS WITHIN MAB DID NOT PROVIDE JUSTIFICATION OF ASSUMPi!0N RE: DAMPER CLOSURE TIME 584 2 26.1 1.06 VENDOR SEISMIC ANALYSIS FOR RMS TANK DID NOT VERIFY ASSUMPi!DN OF TANK RIGIDITY S84 3 18 1.06 FIPE SUPPORT DESIGN CRITERIA DID NOT PROVIDE JUSTIFICATION FOR NOT CONSIDERING FRICTION FORC S84 3 32 1.06 PIPE SUPPORT CALC DOES NOT DOCUMENT THAT THE SPRING OF VARIABLE SPRING HANGERS DOES NOT TDP OR BOTTOM S84 3 33 1.06 PIPE SUPP0Pi CALC RE: SUPPORT STIFFESS DID NOT ADDRESS THE FLEXIBILITY OF SUPPORTIN6 STEEL STRUCTURES $84 3 36.2 1.06 PIPE SUPPORT DESIGN CALC DIO NOT PROVIDE JUSi!FICAi!DN FOR NOT CONSIDERIN6 THE EFFECT OF SEISMIC DISPLACEENT
- n-S84 3 '9 1.06 CALCS WERE PERFORMED TO ANALYIE PIPE SUPPORT COMPONENTS N/0UT ADE00ATELY DOCUMENTING EN6R'S JUD6EME E
S83 1 10.4 1.06 CABLES INSTALL IN CONDUIT NOT CONSIDERED NHEN COMPUTING HEAT RELEASED FROM ELEC. EQUIP. S85 1 10.5 1.06 HEAT RELEASE CALE DID NOT JUSTIFY THE ASSUMPTION THAT 6010F CABLE INSTALL IN CABLE TRAYS WERE EER61ZE0 S85 1 18.3 1.06 ASSUMPTIDW FOR PRESS DRO' NAS NOT IDENT IN CALC FOR CONTROL R00M RETURN A!R INLET AND DUTLET DUCTS { $851 20.1 1.06 HVAC CHILLED WATER SYS NETWORK ANA CALC FOR CONTROL ROOM DIO NOT DOCUENT REASON FOR SELECTING TRAIN 'C' AS L 585 1 20.9 1.06 ECHW NETWORK ANALYSIS DID NOT CONSIDER PUMP DE6RADAfl0N FOR IN SERVICE TESTING REQUIREMENTS 2 535 1 21.2 1.06 JUSTIFICATION FOR NOT USING RECOMMENDED HEAT LOAD NUMBER NOT SPECIFIED IN CALC FOR CDOLING COIL 585 1 229 1.06 SiliCH WELD NOT CONSIDERED IN ANALYSIS OF DCUBLE VANE TURN FOR VENT DUCT 585 1 24.1 1.06 HVAC CALCULATION LACKS JUSTIFICAi!0N FOR ASSUMPi!ONS USED FOR STIFFNESS CONF 16URAil0N m SS5 1 24.34 1.06 HVAC CALC DID NOT CONSIDER SSE LOADING CONDITION 585 1 26A 1.06 JUSilFICAi!0N NOT PROVIDED FOR ASSUMPTION THAT PREL CHILLER LDAD CALC RESULTS ARE ACCURATE N!iHIN + OR - 101 0F F SB5 1 29.1 1.06 JUSilFY ASSUMPTION OF 1001 OF FULL LDAD CURRENT FOR MOTORS WHEN CALCULATING AMPACliY DERAi!NG FOR ELEC CABLES 585 1 29.2 1.06 JUSilFY CRITERION FOR NOT REQUIRING ADDTIONAL DERAi!NG OF CABLES PENETRATING FIRE NALLS $85 2 10A 1.06 NO BASIS IN CCW CALC TO SUPPORT ASSUMPil0N RESARDING SWITCHOVER FROM INJECTION MODE TO RECIRC. MODE FOLLOWING L
Appendix 5 Page 5 m l E ( ) W t W \\ W hw A 'i W i = Q M J E = Q 3 m 6 M 4 Q W Q W E E a W m O = d Q E G m m u e m 6 M me mm Q e M e W E m M e m W = O M m e M M D 4 e s w e 0 Q O w w m M T M = m O M e M mM e 8 E E m e M w E N M Q Q w M M w M w t E J e e % w m E m M M Q 6 M eq % u M m M e M q w D 6 M m m e M W W M b W W m wW a> E E A E m Mm mw w 2' = w 4 3 m W % w mW W X W Q A A m E m g ~ W w w S w = m E mm 3 A = m W E W W M W Q Q w Q W M W = Q E E m = Q W C h X w M Z J wW e W W mw Qmq E Q W w W G C U ww q wwQ W= C 6 m w Q 3 W = W m D ma m W W W W W E O
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w M JW m wa 4 3 6 6 J NM W N D O E W E - W 4 W J % G D wW wm Q Q,W E C w e ww-4 $4 W W W W W 4 M 8 - N = J J Q w m e mm mb w 4 W X m E Om W M 4 Q M mm m m E E > W W w A M M w J h d & w E E w Q = JW X = W M AWwE ~ 4 J E W X W W Q w 6 E E W WE "J W E WM E w K W 4 X 6 J a O Q E mw>J ew e CW wQ 4 M w W m 6 - e Q Q me mes q E E W J w M E W J m > 4 A w W G M MQM OO E W W W E 3 6 E Q W W w 4 e J W E J % J w C E E Q W W w m W QM WJ 4 wwE= Q Jua>=O m>wk J W M W m= W G E
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Q W W WWW W Z mO Z G mW w= cac S qE 4 > W 4 - W w X 3 E Q = w 6 4-4 3 W E > Q W E d wh C E Q D W J O E 4 Q Q w W mmD Dmp E fD X! M Q wQ 4 4 E Z Q J 4 w e C D m*W A m w M wwQ QW Q Q mE O N Q h 4 E w w 6 W Q E W W W mmW W W Q Q Q W WO W Q E Q Q W E Q Z M E Q K M4 E Q J J J J W 4 4 A Q Q Q M O
.J m3 Wh =
E W W W W mN w C 4 4 " W 4 3 W Z A A A 4 44 4 w o > J w W M 6 mu muw=AW > W W W W Z m E D D D D J = E J W u M W C O M 6 E wa m=4 M w wh= > O mmm>>m>O A G O E W E ph k J D E W Q Q E mm>E m W W W M E Z m > = J W QD E h mW D mmmm mW M 4 W W W p D W p >E D W 3 W D 3 WW W W Q w u ka w ww Q wE m m A A w g uA g M M E Z 4 h4 4 J M W J M W 3 h J W Q umM um 6 4 w m w w h >= > O mw C W h m E 4 4 Qm4 4 E WC 4 4 w W W Z E W J J A A & h mmA mW 4 4 W W Z w eW W wa DU E = WW WW E mmM w mA W O W W1 M k1 M M h3 M W1 W1 M M k"D MM M k"b M ki M W1 ki M k1 M M W1 W1 M M M M k"D W h1 W1 A C e e e e e e e o e e e o e e e e 0e 0e 0 00 0e 0 0 0 0e 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 e e e e e e m m m m m m N m m m m m m m m m m m m m m m m m m m m m m m m me 0 0 0 0 0 0 0 0e 0 0 m m m m e e e e e I \\s es m. M Ne N Oo M N m e M N M e we N M w e e w % A e
- W ED e
W W C mW W W W M 4 M C W Q M MM 4 44 4 0 m G1 O= O r4 C4 to O=a N N k1 G3 D= O M M M M CD C=== A a:a-M = = N O ** m - N NN N N M m m m m N ww wwM m m m m M N m
- e M MM P1 MM M ee **
- e
- ee==== ** ** ** N NN N N N N NNM 97 M M k"b ki N ww w
- er e **
- e M M M tr9 M W1 ki M ki M M M7 ki trl W"3 W4 W W1 W4 M M M M M ki ki *
- O
= M M tD M MM M M M M M M M M M M M M M M M M M M M M M M M M M CO M M M @ M M mmmmM mM mmmmmmmM mmmmM m m m m m m en m W W W m
Appendix 5 Page 7 n \\J w m W Q W X w g Z w W w W w m wmW W W w M 4 m E W W ^ m A w X m E D aR 6 O N 2 E M W W W w e E Q E W W M A M WE m 4 Q 4 D E m A Q A w D E W W E% W N 6 m M W W E Q E W W E Q Q 4 6 W W W W E 6 4 E O Z E ~ m gE w J w m W W m E 4 M W E Q E 4 W 4 D o O E C M mm C E 4 W g W = W W E N WE = 4 W Z E o Q 3 k m DW w W = W N E o J - a N= W wm D f m>Q 4 0m a E w Q W w W W W A E m4 D E = O = W M W W W E Q Q C M A W W W W E m DM E m E E o a M = A X J Q D A 4 4 Q D W e N w 4 m w M E g Q E K W W E e w W S Q 4 N" mE O W BW mW w C O W 8 EW W W E O QW Q W W X X X X 4 W M W C W Q g Z - Q W w y W ~ 4 em e - u Q W W W W w o E m E
- W m
W mc md W C D E W w W m D E 9 W Wm W W w A W Q - cma X E A Q w w
- m e Q
W Q E =Rh A E W O = W w W E W G w E DM E 6 C WW mw M Q w g _ me = A W Z W== A m4 3 Q Q Q WOW h Q > m A W Q m E E W A 6 E E W E W U p > G U N W w E W W w Q E E - W W mm d e E mO W E 4 Q E Q E p W w = W Q Q M A W W E 4 W D E O W 4 M M 6 = Q E G mO W
== W w m E W W M e E M E W e W M D Q Q W W w E W Q m E W6 m Z W A mE W E M E W W m W WW W e W 4 W m W Q Q W Q D > W w C W O Q Q E E W Z W 4 N E m E W Wm W m W 6 mE mQ 6 mA w-W = E W Z W e ww w E am > E W W E W A M O W W E Ww >"W A W W w C W mM w 3 ~h W w J E e W W W m Q ~ 4 WW W 4 W mW3 W w 3 2 4 C gm W E W 4 > mE W EaQN E e W ) W Z Q W W QW m h M W m E m O m Q A M E
- J mm W W
4 E W W E W W E Q D o > m w ww W 4 W J E Q mW W \\ 4 Q Q A W E A G E Q Z m W WWW o W w E E Q A M E E Q 4 = E E 4 W w W 4 W mm D U QWC Q W W E G A >4 4=w 3%M 3 3 W W Q w W J E W h E 4 Q J - J W C E m W 4 h G W M 4 m Q4 W - W u wJ mwd S w W > Q m2 2 - > > E - a Q m W E E W X W C W X W w s> E W 6 A Zw W e W W W W E W W Z W W
- E E w E d > =
m W O M w W Q w U E W E W 4 m w W w C W6 m c W 3W m O E >mm m E W 4 W 4 ee mE W Z W Z J 4 K J w Q W mE W E Q C M M W w E W k W W W om 6 m E C E G E RW W m W 4 6 WQ4 J w w C K momm Q W W = W W w C D m - A - G W E 6 m O M 4 46 E W K E E Q Q W WW-Q W mgE WE W W X M D W w Q w mW Q mL se W w 6 4 k mW 4 mW m O > > E w w mW W Q Q W Jm W Q w W W W > 2mc A > 4 M > E Z W W w Q mm M M Q M Q w E C W mW Q W E E E Q a mw E mW 4 mw wW W W W W E h mb E A ADE W 4 3 W W Q D 4 W > >m4 mm6 K Q J W W b cQ W W m 3 W-W Z w J 6 4 M W m3 W J X6 w A D >> EW C W W A G E mm W d W D Q w C E W E G G E E W O O ee Q mW e W W M W W Ww s G W E WW C M Q ZW E 4 4 mQ G W G EW mw g J 4 W E 6 W W W W Q W W D 4 J a d Q W W J wWE S w wW m M mW 4 w w mW m w k D M4 E d wz3w W C W Q M W E QE EX 4 W E D Z J W m>Q mD E M 4 E C W Z D mm W W W A6 W O W Z m W m E m E W W J C W w k W Q G E Q mu Z W W WE MQ W W O W Q X mcW 4 mm U - A >J C W m E mW w w E m G W Z D DW E W W C W W WW W W 4 mW W W WE E Q W E E Q Q mW J 4 W m U E m d E W W W W W m O W K W O W E Q Z E Q W MD W 4 EM E D E N W M h W W E L OW J C E G R E w QW w W W w W 4 W E d w E E W S W 5Q > 4 Q S w cW O w wwwk w mmu wE D W a m mJ D 3=> W mw4 X w E Q E E m M Q W w w SW W WW E m mE > J w JW wW W E 4 6 aQW mW E E J mcE Q J 4 4 3=W J Q 3 k B E C W D E 6 W W E 6 J - mW D M E - 4 m sD J J MQ E w W W WW W Q W WQE 6 J 4 4 J A > Q E C W W > C W W QW A W M Q W m W = A E m 5 W D DJ W W U 3 2 Z 4 4 C M M M J W W C >mE Q w E W E W E E WE W 6 m o E D4 GD W Q E M J - U M A C M E D Q Q w E W mw E d u E Ww - E D Q M W W W Q4 E E J w mm W E W 4 E mm W J W E -mE W Q E Q E w 6 W C W > > > W Q E W W W W mmW mO W E D Q Q W m W W 6 aw k A M h W M 4 J W E Q E Q W J mE W E W J W W m4 E E Q 6 E C E Q
- W D W C W D w E W W E W Q W = wc E
E Q mmW QQ w w wm aw 2 % > w > G k w w 2 W M W Z C D D D 3Q wC & W E D K W Q EW E E L Q Q K mW W Q = Q 6 6 E W U w m W E mW C Q E A 4 4 Q m _ E W mW >W m - W E O DQ w W wmm U E w = Q = Q Q QJW M A W m>E " m W Q W W E w w Q W 6 6 wW M 4 Q E E Q E E M w & WmWW W E M mJ d Q W W > W Q Q E C W m W W D 6 Q U E D Q E E
- I D
m 2 A E U W WW m E W Q J Q W M E W J M G M 6 W M W Q 3 mmO Q w M D 6 4 W4 > Q A W W D Q E m W w % W E D E E U W W Q E W W w E E mwb 3W Q Q X A E C W W W 4 Q mm wQ Q W W W E 4 WE X E W W am Z E w M mW 6 J E N Z Q Q W Q ummmON 4 J 2 = 4 D Q Q W W E 4 Q W E p ww A A A J - Q m >4 E M E AQ J W Q Q QQ = = Q QQ U E EE w w > > 4 W 4 4 e u Q W E w6 6 W W WmE wM h W E 4 Q u W E E wX X X -
- E E C W i
Q O EQ J > O w W W w m4 Q We D W W = W m o d d mE wmmmE 2 4 J w aw E Q Q W " W W w wE E QQ w - W _ m4 G dJ 6 W 3 w w W C 4 G Q X m 4 4 4 Q D D 4 W 4 mmW W mW m>W W mmm E E X D D w d e J J Q W E J W W O W W W A mmmD J Q 4 4 4 Q W 4 Q QW W D D Q Q Q s C J O Q Q m4 W W Q 4 % QW & me m m = M X mW E W W W = > wmE > W u W W W W Q WN E Q M J 9 4 4 W E W W Q QW W W W W W M Q M 4 J J J E C A E 4 Q > w C 4 h 4 4 4 4 W O W 4 X X E E - m a E A mw4 4 4 D W A m W EW w = W hW W W M W E E w w w -w m Q w W W W w D > w w d h a = w W W W W A A A 4-w smw = A m 2w > D J L M w XQw m w Q wM A mmmmM Q w E M E W Q E X m h h W 6 6 6 J W W W WW W A G M W 4 J mE A M M E h mDw m D4 - w w W W E m mmmE M A a 6 D C W Z Z Z > W J e mW D W W W W W W W = N Z Z Z Z mW W Q 4 m C mW W W mD w 3 3 mW 4 m>=W W W A D Q wwww Wmmow W E M E E E W W E G A m4 W D W W W D M A Q M D W W 4 mA mmm4 % W 4 6 4E E E E C W W W E A W 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 N N N N N N N N N N C. o c o o o o o o o o o o o o o o. o o o o o o o o o o o o o o o o o. o. A= __e _e _o _e _e _e _e _o _e _o _e _e _a _e _e _e _= *=_=_=__e _e _e _e _e _o _e 7, W ts\\ N M .e e4 mW Q4 mm E 4 4 m Q_ 4 W T e W = P_% N_ w wa W W C_P u- _ m W N ui 4 CD oN w3e e M W M w n4 CD== P% W Pm N oW 4 w__4 M w w w 4 w N N _ N NM M O _ _ wM N w N w w re de N N N NNN N N N N M Pi M W W W WW w w ee se== w M M M M M PS M N N M W W W W h1 W1 W #1 W W W W W W W W W W W w e t1 W 4 wi M M M M M M M w w w Q W W W W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W w mmmmmmmmm@ mmmmmmmmmmmmmmmmmmmmmmmua m
Appendix 5 Page 8 f\\ \\J j I l S. 1 4 I l M N h U-O M N O E M 4 4 Q WE e 5 MW ~ W ~ -2 W 5 m A. MJ E W W W Q w M WW E = M W M' 4W E W W > W E Jm m M W J W 8 W m = 6 m C E m M J w6 E W W W mG Q 3 Q W W 4 = Q W W = W W mb W m B K w E % Q 4 E W Q W 4 m E W X W X m A E
- M m
Q WQ Em W E E E Q w W G E Q W W m Wm W e Q M W E W Q D W E w G E m>EQ m Q E w m4 QJ W Q 6 m W Q 4 W W J W Q Q E W W 4 w a A E 5mW W W w A MW W W EE m W Q A E w W QM J D mW Ww > Q W DW E m A W C W WQ me Q 4 E M K Q E W A E QW J m W Q W WW ED W E D X E WQ w w O w W E QM C o M J QQ UW M W Q E E m W W w = W 4 C mW 4 E W E W A W M M = W W E E w e 3 4 2 mE > 4 E E W = > w W E w w E W S M QW Z J m W 6 Q D W D W W W E W E Q CA E J W W W Q Q D A Q M W W Q W W W QQ E W W D M WW m Q E J DU [ EI6 Im A W 4 E E M W E E E E J s W E4-E 4 Q W mOQ w w A mQ W 6 Z E w W mD w a A w 4 Q Wm /. W -E J J m WW 4 W E C J O m 4 J E QwW Q w 3 W W MEW E a = W X Q W W E w E K Ww h E E C D Q 4 O W E w Q 4 3 3 W E Z EE W Q E W e W M E W E J W h A E W W W 4W E6 Q J mW J 4 G M E J W O M J Q M w Ep p W W ww MW m W w 6 Q 4 2 6 W W mEJ W Z D w X W E M E 4 >W E Q W WW E w E 4 m W W E O Dw W A 6 C J 4 gm W E M J mW W M w A W w 3 $2 E58= AW e 4 Em D QQ Wg = E Q E J e mW Q E S m W W W 4 M W w m4 m D Q W J W 4 W J W - Q J D W uw J W - W W E G W O J W EWWW K Q W J 6 ~ J 6* M U Emm4 W J G Z M O D > mW E W W m E J cW4 W O J W W W W ed WW Q W E ww Z w E W 4 W C A W mW Q w C U E a W X W W m MM N W D M > E > W E > 2 4 X E A 6 3 w Q 4 E W W W W W m W A 4 6 E Q mQ Q E =
- DM ee m Q W E W W E W QQEM 4 E
= Q w 4 6 J Q M A W J J M 6 W W 4 4 4Q > Q A > 6 > > Q W W E 4 J W k mE b M M QQ e m W Q E A w W X E D W W D C J W E E W J W 6 JE A D E W W w E M W = W W E W Q R QQ h 4 m > = e Q > Q Q U E DW E W J W W 4 J W Q w A w w M 6 d WWJ Z W E w K W C MW W O E w E 4 w J W W A W M W Q E WWQ W M D M > J J E W D A w W wCU M W D4 W E C L 4E E W E W Q Q W h W W W W W E E mE w JMum m> Q X W mhW CU E W W M Q w mm E E R W Jw > 4 E 4 Q Q E m 2 d>5EEWBEQ 3E EZ ETWmS~8dEJEW "*""5G W W JwW E E W D 4 W W W WW w C C A M A J Z M E WW E mW 4 W C W W E Q Z mJ A J O E W E M 6 W D M A A G E Q W W OW O D O E wWE U W-mw E D wW W E WW Q D W Q= w 3
- C 4 W X J E we E C E W 4 = E J M QW E J M k b M mmW mQ Q J 4
w ww 3 E h E W W W Z W W Q W 6 E W E E m Q > Q mEO O 6 Q Q M4 mm m W W W W W Q W W W E 4 = ww w dE W E W Q E W W E 3 M w 4 > E WA W E = > W w W W J E wE J C 2 Q O m 4 4 4 m4 - E Q W W A S 3 E mm X d w Q W Z W QWW W Q = Q W E JW 4 W Q 4 h C C > W Q DA W W Q J W J U M E W E Q 4 d D Q E A O QE E M W E w E E Q -E 4 m>>>O w b M M E E mW 6 W E Q C J W WWW W = D U 3 4 W A Q E w C m6 m W - E - W W Q A > > W 4 4 W E mQ X J E J E C M A = > M C 6 ZA J E X w E O QWE E M W W E E 6 > E m w 2 E Q W A E - W D W Q w h E W Z W W W A Q W Q Q M 6 k E JW O W W J J m 3 Jw h M W 4 p O m w Q X W 4 Q 6 m E E 45 W J w Q 4 W AM E C W E W 3 A W W W E Q W Q W Q -QWW W 4 mQ W W > Q X mE W w mme O E J h= Q M W 3 mmW mW A A J A w mW w Q Q 3 W @ M Q W E w J Z X Q 4 A G AMw WQ W E Z W N w E m > E W > w w =>A W E J W E w W D Sa wmmJ 4 W Z N m4w Q zw h C 4 Z Q E W X J UmmmW J Wm W A E W C W 4 4 AW m Ow M X E = J 4 D W M M WmQ h w 4 QQ Q W M W w k W 3 WE p > C WE w W J Q J m Q Q Z W W 6 W 6 4 6E J O E C W w C C E mE Q B D Q 6 E E M E Q Qw CW Qw W J J E m Q > 4 E W u - Q W W W QW C D Q w m 4 4 4 W 4 2 6 4 W W 5C m E Q w6 4 W mO w C W m W Waugh 4 > W > W W 2 E J 6 C Q E MgW w E Q w 2 W W 4 4 E W W 6 Q W E E-Wu5=="dW: WE Smm Wa=23E = = " " W eSmWSW W W WJ D W = EwmEEawZ d 4 w Q EW 4 J w A EQ E2 3W D O - W - - Q = W = W 4 J 3 - > W w E = E E Q W w k W Z W C W Q Ww mO Q Q W D 4 W E W 4 A W W W Q Q E E W U Z J Q A Q QE E M 3 J U E 4 m m W W W D W 4 - m A A w A 4 3 W 4 M 4 C A GU E W W 4 mwQW W W W U mw W W W A A W 4 E W W 5 =M D W J W W w h 4 w h W J amE E = A 2 O W m>MW E A C E E W W W E h h E C A > W E M 6 - w 3 6 h M M E Q M W W W WW Q E E Q - w W W E M E C W m 6 6 E M E = mQ d m D W DWDw mW X 3 W QU Q W W D Q W Q E* D D W W W W W W W W E A E w &M 1 2 Z Z m4 4 2 W M Q 3 W 3 6 E O mmmA A J 6 E M E E J W w M m eW E Q W W W > > W A D W W E W W M D E Z w w C W W w C W C M A M AmO w W W WW Z Z hW N mW m W E M M w = A A maM Q W W W W N N N N NN N N N N N N N N N N N N N N N N N N N N N N N N N N N N N A C O O OOO O O C C O OO O O O O O O O O O O O O O O O D O C O O O O 5 NO N$NONNOONN SOS $UN ONONONN O SOS (J Oe M* 4 CD*. M. 4* W*
- 04 er CP e N Os Cm N N N 4 N O O = N * *
- N M M M M M C w -
.e a W C W 6 6 4 M W W W W W 4 G h 6 W N M M _ w M - O* 4 er O Q O = W e
- F W w M 4O=== N N N N N N
- F M 4 4 O==*
e-a eo N M w w er er er er er er er er *.
- w M M M M M
==e
== w w
==e ce eo e-o ao e-o
==e N N N N NN N N N N NN c4 N eN N NN ey me er er er k1 M ki k1 M M M k1 W1 M h1 h1 k1 O ki k1 WM k1 W1 W1 M M M M M b1 k' M M W1 O QW W W WW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W = W M M MMM M M M M M M M M M M M M M W mM M M M M M M M M M M M M M e
} \\ G j G EVALUATED ACT!ON ITEMS SOUTH TEIAS PRDJECT eee ID TYPE DESCRIPTION S85 2 49A 1.07 SYSTEM DESCRIPTION LACKS CLARIFICAil0N OF CCW PUMP MOTOR AND MONCLASS lE MOV'S IN REGARD TO PROTECTIVE CIRCUITS S85 2 545 1.07 'ROCMWISE SUMARY EAT LOSS' CALC FOR MAS DOES NOT INCLUDE HEAT LOSSES FROM POWER CABLE TRAYS S85 2 578 1.07 INCONSISTENCIES EIIST WITHIN SPEC. RE6ARDIN6 CONTINU0US OPERATION OF CCW PUMP MOTOR DURIN6 AMBIENT AND ACCIDEKT CONDITIONS S83 2 600 1.07 ELECTRICAL PARAMETERS NOT SHOWN ON VENDOR WIRING DIA6 FOR VALVE OPERATORS S85 2 63B 1.07 INCONSISTENCY BETWEEN P&l0 AND THE ELEM/LO6IC INDICATE SINGLE FAILURE WILL CAUSE UNSAFE CONDITION S85 2 64C 1.07 SYS DESCRIPTION CONTAINS IKORRECT VALVE IDENTIFICATION NUMBER 585 2 67V 1.07 ELEM DIA6RM INCORRECTLY IDENTIFIES SWITCH WITH WRONG NUMBER S85 3 12 1.07 STBY TUNSFER PROTECTION CALCULATION INPUT REFERENCE INADEDUATE 583 3 16A-8 1.07 6 ROUNDING LAYOUT DRAWINGS ARE DEFICIENT RESARDING AN0DE LOCATION DIMENSIONS MD MATERIAL REDM'TS S05 3 22A 1.07 SINGLE-LINE DIAGRAM FOR MAIN SENERATOR UNIT DID NOT SHOW EICITATION SYS TRIPS & ALARMS 595 3 26 1.07 345-KV SURSE ARRESTORS WERE NOT IDENTIFIED ON ELEMENTARY DIAGRAM 585 3 30A 1.07 INCONSISTENCIES EXIST RESARDIN6 IDENTIFICATION OF SUDDEN PRESS RELAY SURSE SUPPRESSORS ON VENDOR DWG AND ELEMENTARY DIAGRAM 585 3 30B l.07 CIRCUIT IDENTIFICATION NUMBERS INCONSISTENT BETEEN ELEMENTARY DIAGRM AN VENDOR DRAWIN6 S83 3 30C 1.07 ppendN PRESSURE ALARM CONTACTS ARE IKNTIFIED BY DIFFERENT NUMBERS ON ELEM DIA6 VS. VENDOR DRAWIN6 585 3 30D 1.07 INCONSISTENCIES EIIST BETNEEN ELEMENTARY DIA6RM AND VENDOR DW6S RESARDIN6 NUMBERING OF TERMINALS FOR SUDDEN PRESS RELAY CONTACTS 583 3 31 1.07 VARIOUS ERRORS ON ELEM DIAGRM VS VENDOR DOC RESARDIN6 IDENTIFICATION OF CONTACTS MD DEVICE NUMBERS ON STDBY TRANSFORMER S85 3 57 1.07 VARIOUS ' UNRESOLVED MATTERS
- EXIST IN CLASS lE VITAL 125 DC SYS DESCRIPTION S83 3 60F 1.0713.8KV SWITCH 6 EAR CALCULATION NOT KEPT CURRENT NITH DRAWING RE: INSTMTANEOUS SETTIN6 583 3 88 1.07 VARIOUS INCONSISTENCIES EIIST BETWEEN CENTRIFU6AL CHARGING PURP ELEM AND LOGIC DIAGRMS S85 5 04 1.07 ASME CLASS i STRESS ANAL REPORT DOES NOT INDICATE REVISION LEVEL OF REFERENCED STRESS CALC 583 5 05 1.07 REVISION NO. DF REFERENCES IN CLASS 1 STRESS REPORT AND CLASS 2 STRESS ANALYSIS ARE NOT CONSISTENT S85 5 06 1.07 STRESS ANAL WAS INCONSIST WITH STRESS REPORT IN REFERENCING REVISION LEVELS FOR PIPING DESIGN CRITERIA DOCUMENT SBS 5 20 1.07 PIPE STRESS ANAL CALCULATION FAILED TO DOCUMENT SOURCE OF TEWORARY STRAINER NE16HT APPLIED SBS 5 22 1.07 SOURCE OF TRMSIENT CONDITIONS NOT ADEBUATELY REF IN STRESS CALCULATION 583 5 24 1.07 ENVELOPED TRANSIENT NOT ADEGUATELY SHOWN IN STRESS REPORT FOR DA CAT I CALC S85 5 29 1.07 STRESS REPORT REF INCORRECT COMPUTER RUN NO. FOR PRIMARY STRESS VALUES AT NODE 493 S842 07 1.07 EQUIP DUAL SPEC DID NOT ADEGUATELY ADDRESS DUALIFIED LIFE REQUIREMENTS 2
S85 1 16.2 1.07 COMPUTER R00M RELATIVE HUMIDITY USED IN HVAC CALC INCONSISTENT WITH DESIGN CRITERIA DOCUMENT 584 4 06 1.07 SPURIDUS OPERATED EQUIPMENT LISTED IN SAFE SHUIDOWN TABLE OF FHAR HOWEVER NOT SAFESO EQUIP 7(4.1.61 e 584 4 28 1.07 CABLE TRAY COMBUSTIBLE LOADING DIFFICULT TO VERIFY DUE TO INCOMPLETE TRAY IDENTIFICATION EB(3.Il SBS 4 09A 1.07 SENERIC FAC. RESPONSE ANAL. (FRAI FOR THE IVC LACKS EIPLICIT DESCRIPTION OF COWOMENTS M17(1.01, 2.0, 6.11 585 4 09E 1.07 EFFECTS OF PIPE BREAFS ARE NOT EIPLICIT/FAC. RESPONSE ANAL. EVALUATION LACKS CLARITY M17(7.31 585 4 23 1.07 HAZARDS ANALYSIS DOES NOT CLEARLY REFERENCE FRA/REV AS INPUT M24(1.31 583 4 27A 1.07 INPUT SOURCE DOCUMENT REVISION NUMBERS NOT INDICATED M29(1.4A,B,Cl 585 4 300 1.07 FRA CALCULAi!0N '
SUMMARY
OF RESULTS* NOT CONSISTENT WITH FINDINGS OF THE CALC 8-E4(5.1.31
Appendix 5 Page 10 -5 . =x u = e. e e O G uu W Y E 5" m o es E w .W B m m = SW G 5 5 S g m y u = Wh Y g bmW 5 =rw = m== w m m m m = - g w* =
== T5E = = S E "wW = = m E "E" E = 5 Y W"g"". w 5 m W b w Q W W J w W" d= 5 yew -5 m a -w -w
. m
Eg-w m a gw = = a Br SgM kEW W Y E 5*- 88 W 8S" o a mm a z e= s5-W
==.m
== e-ss m R 85
- E5
=5".Gg"8 W SE I gMme r=Ew= W sE m - 5 5 _s w E =- = = E W.a =E wms .=- -u = m- .wSm5 2.*S"* EE I g 4 =5 =- m=awkW's E EE w -m o-o -= w O -mm mEWMEdm=WG~M*E 82 w=EE mw-C-Du m E s w -=W
==G = =
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== W M m2 Z e W W W K 4W4 k mmW MOM M mQ D W OM = E W m > 3 4 WW E W W A 36 Q W WQ wW E X m md m M A M E E w Q Q 6 m>>=Z EQ w 3 w Q M E - W E d6 M Wd d e d W d 6 m m => 4 WW C > J W ZW W W E C W W W C W E O 6 3 3WWE E Z 6 QW W W C M M Q M E E w E W M A - O mm O mm e mW 3 Wm-U E m m4 am W E m E Q W C M E E E Q 4 6 G W Q 3 amC E O Q E m M d m 4 6 mC W WW Wem w m e w Z mA W w w J W E hW E wQ Q wm EmE E E Q W > ~ W W W W W J E > J O 3 vi X4 J E W E E M w w E C e W X w =C Q m E QXw W W W W a4 w W > > W Q W E 3 0 M W W W Q W W w - Cx 6 M E M =mW W Q E w Q w m W 4 mE d =e m mmW W E M a 3 M 3 w= 2 W 6 6 m M 4 w e w M M X u mE G A 6 W W W WM EW Q W W A 6 W W C W W = > > Q Q W mm EmpE J E w M W m W E X E W E e* W M E M E mmw 6 w = d C e Qd A W w eww 3 A E W W W m WW E Q Wm M O E m > 3 O W Z M = E Q M W Q Q Q 6 6 E E C E 8 w Cm6 mc W WmW QQ M W E A WC Q
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Q Qw We==w w w w h > W E C 6 W mW mE W E W 4-Q E Q Z E 4 W O w m M M M M M M W W mE M E > % 3 E mmW E E wW mWWW wwW W W em-W W W S Q QW W E W W Q 6 4 W m m4 Q M W W mm Q3Q W w = Z A E X E E W E W - mow m> > > > > > 4 mm w Q w m Q mmmmw w w w wwm E W W U w W W U U U U J W WQ M Q Q w3 W A M 3 3 A m Q W W ~ W X M E E E R E S Q ~ W mW J h > Q w W m wh E E Q A > W W mQ m M W E w C W W 4 4 k m w w w J E E umwwwwwwW wC U mE D> > > W W W W W E W mm4 2550$$$$$$=25WE"WgE w M M 3 X Q Q wC W d - S$"E"WWE>>EB" dst 3 E w6 mm mmmmmmO wm>E mE E mE E E = = 4ew Q Q M W s W M E wz zR E M E M M E m W W WOW W M W E 3 W WW C W W m w W K Q WQ Q Q Q Q Q WW C WW E E A = Q mmd W J U U W W W U 6 mumA M W Wmmm - W M D w W C A Z W W mE mW OU W 4 6 > u d a w mE QE E E E E E w=E > QM www W d WC X C 6 4 C Z W W q E q Q 6 m WM w - m m m K Q w mm mWW Q Q Aemw 3 M E wmmE E Q W W mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm& A cooC oC ocoC ooO ooooooooooooooooooo& ooc S SOS OONOOOOONOOOUO SOOOOOOOO OOOUO 8\\ T Y m e n=amuee ae E E W eQ mamuamQ ua er o as M W Ga w k7 0 & oM =a O-O* bi N N aC M w er N N N *= M M W mC C G Q 4 C ow w =W mmmP P & P O Q m 4 4 C NM O m w = M
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== E >Q Q E 4 y D mm 4 > = 4 E W w ~6 m m W Q mwk w E 6 J C o G ee ck D W M mE wm O E 6 A 4 ww3 4 G X - w > m3 W W E w w mW C w M W Q 4 M e E W mO E E w J E 4 E W 4 m E A h mm 4 W e O m E E C 4 E W 4 w W E mW W J D w E w m A O w m mE 6 w 3 C Z 6 M A E W W W w 4 m4w6 K W K Q Q DW Q E. W 4 = > W W W w W W 4 K 3 E d w mE wh W G K W m6 4 W W Q w 3 W w E W QE 4 w QW C D E Q J W W ee M J E E Q X w m E M 4 Q W E P WW C W D E 6 4 K w w W W > 4 E J Q w > E Q J E m W E M W G E Z 4 = 6 4 m>w W wm2 Wm W > WE B K mW mw Q 4 w4 M W " w E E E m2 J 3 > E W K ww w W W w J m Q W Q WMQ K ww A D O X 4 4 E m wA W W4W D > m E E C 4 g D D 4 2 D = W Jw W W E U w W E 4 W 6 w w m gA. 2 = 2 m D M 4 W W mm M m2 mQ 2 C D E W Q W m E a A G E> w ww D G E m c2 w S mmW E X Q E Q uo Ew h 2 E wWW E Z W G w w=JEQ W W 4-4 W w Q 4 Q J Q W = w E M W M E W Q W E m J m wE 6 ME M W A W W E E Z E 4 m e EE CE W mC D Q 4 JW w Q X w W > W Q E W = W 4 5 > Q A W W mE C W w > w E W w> w w E C D D E D W 6 4 wm W mmw 4 m 6 E w 4 > E A E W E Q W DW 4 E W w W m D W W E > h m>4 4 mK w C W mw aQ Z 4 A m w W 3 W wG Z - Q E m wW W J 4 Jm E D W W Q G E E > 2 m 2 W 6 mmw w W Q e W W E C D O C QQ W E m W Q W 4 4 w>mu 4 W D E QGW mE W W owwwmW N U W Z wW W E DQ E X Q A w 2 > Q E E m Q 4 W ZE > O A > Q Z J M W W w W E w E Q W W W mw C 4 4 W Q W 4 W J J W mmw G W X m DQ w m4 2 J E W W W E k E > > W G G 4 4 D O W A 3 > > E E 4 J O m @ JW M 6 W Z E W E w d mZ - > 4 4 E W wW 3 wW mW O E W 3 J D > WW WW C E w mm O M D X E O > 2 E 4 3 W W 4 Q Wm4 D E w u W Q E E m w wm 2 > 4 2 4 Z > 2 2 4 W 2 mq d w w k W w g Z O wQ C W 4 Q= ww - O M W Z W= W w E mW h > Q U E mwW W Z w E XW A W W 2 J Q J Z m>W M 2 C E wC E E 6 2 w>= E 4 >W QW W Q Q 6
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Q D m W W 6 D WQW E G O e M C E E = > m W w Q W w O W 4 2 4 E E A M" Q E > w Q Q E 2 4 W w >ww p E s* WW D E O J W w W E m Z w c E -Q 6 A mK U Q E W Q W w W G - mewM EA Z Q E W Q Q w W Q E W w - J 4 w d aW E m W J J mw M O E 2 mwE M A 4 uG WwJ W WW 6 E 2 W E 4 4 E mQmW A 4 J 4 W wA mW CW W W E wW E Q wE-W W w 3 E 4 w A S W M M U O W W Z = O M WE D A E w E E Q E E S Q W Z E W W M W A C E Z E D m>E XW Em 6 C W W G Z w G O W h >O E Q W w K E Q E W C W Q E mW W E M 6 O2 W E W Z E 2 C O 2 JmE W W W E Q Q E E W W Q w Q W W W O m m w W 6 E 4 Q 2 E E Z 6 J =>E O Q wW M M W Q w E 4 w E W O W 4Q Q M w W W C 4 Q m W E 6 W 6 E J Q W Q E Q W E w cW w h w> E m W6 wmE 4 h 6 E - E Ww aW W m E Z W M E E 2 2 4 mwC E m E W 4 4 W Q W WQ 6 4 E M 6 W E E Q A E w W W O O Q W E E W O C O Q ww M wE wC O Q 4 W W W W G E wW C - M w6 w d W= W= W W D W - 6 Z W A W C W a = = W U Q Q Q Q 6 m E 4 4 Q 4 W W 6 4 W Q E E w Z E G 4 um W M AA M W 6 Q 4 W Z M D K 4 4 2 wWW W W ED mmD E C J X W E X X = > 4 D D J 2 E wu 6 5 2 2 A Q 3 = E E wmW W W Q Q M E W O W J W X E W Q J w Q WW E w 2 O 4 W a a a o E W mW W 4 D E 4 W W E4 wm W 3 E E O wC Z 6 = c4 AAm W W W U ma 6 e - W W aJ O w rS Q Q 4 W 2 T w E E Q Q W w w 33 wQ=W WW W 6 m E E4 W W W E W U m E wm 3 4 E W w> W X w C E wQ J 4 4 m W 3 W E M Q - 2 4 b W E Q Q 6G A A W W Q E W Q Q wO 4 M W W E w CW W w wW C D W 4 m W 4 Z E= w E Z W M O W 4 Q U M O mW W mZ W U w 2 m 3 2 W A W 3 J O C =EAW C W w 3 4 W 2 3 m L, 4 > m 4 W4 4 W O 2 4 & m m U w = E D h w d a 2 4 Q > 2 O m6 E M E J 6 0 W E W O " mE W A E W W D J W J w2 Z 4 E mw a = wm3 E m2 W 4 w mW W Q X Z E Q E w 4 4 MA 4 > 4 W W D W W A W W A w AWW m3 E k w E D J h > w E W m 4 T w d 4 W E M E W 4 Qw E X W u M m WE 4 6 h C 4 W 3 > m 4- > 4 W W E = w mm4 E M O w w W 2 A 3 wd W Q w Q W W W 6 J D O w A Q W E D Z W Q Z m> W 3 4 Q 4 4 E W J W W = E C E u man W E W Q 2 m W J J 4 J W W4 Q W E E Q E W E E w E Q E w aE E > mQ J J 4 wW Z A > w E wW W 4 2 = O 4 > W J O Z Q Q W W O X O m m ew a = > E W 6 W C O G E O 4 Q U E W 4 E EW E E mO > O w E E 2 m m E X W wm>>E Q = w m4 4 O W E E q > K W wO w& W E J W D 2 Q E C Q Q Aw w2 A W Q W E A J m 4 W > 3 4 E W mwm w E W Q Q Z wJ E J J O Q J W J A E d mW A W 4 4 3 4 Q 4 Z w e EQ 4 W e W C Q w C C O QwC O w W W ww e Q E w w 3 A U W E Q wQ6 O N E 6 mE wd 4 4 W
- 2 K J W W W E Z E E JW E E E M E 2 E D w W E C A i
a W 3 we uw w w mO W Q me = > W W w 4 C E Q w oE E Q Q aQ E d ww s4 mA Q mE w E W 4 mm6 2 E 2 E X X 4 X mC W 4 2 wW p O E M G S w d 4 W D W mO E > 4 6 Q w O Q Z i E E m E QW 6 4 E M mw wW C W W W 6 W Q W Q M w C W 2 W J m 6 > Q Z m _ _ _ _ _ - - - _ _ _ _ _.= _ _ _ _ _ - - - - - - - w - - - - w _ w w a w m - w w w = m m m w w - w - m m m e w w w w w w w w w w m - w w e e p e o e e o e e e e e e e o e e e e e e e o e e e o e e e e o e e o w w m M m M M W -M M M M M M m W W W W W W W M M M M M M M M M M M M N \\ l \\ l / 4 4 \\g/ N. e M. N. =. M. M. w N. M. =. M. w w w w w m e e m m& N w memW P O M w w -= 4 W==W. O. M wmN W N C. mC N. *m& se I 4 y cw e.e to M to P9 mm m e-. m eo NN 91 P, H to M er er m m m Pw N Pm e P= l J ~ ~ ~ ~ ~ ~ ~ ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ........ w e., m, m e., m m,,, m m m., m., ., _, m m m m., O W M W W WW W W W W W W W W m LD W W W W W W M W W W 4D W M W M M ED O M = M mmmmmmmmmmmmmmmmmW W mmmmmmmmmmmmmtu 'A
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