ML20215C114
| ML20215C114 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak |
| Issue date: | 04/25/1986 |
| From: | Burns R, Fonseca C, Wrucke R TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC) |
| To: | |
| Shared Package | |
| ML20215B880 | List: |
| References | |
| FOIA-87-94 CPPP-1, NUDOCS 8706170587 | |
| Download: ML20215C114 (14) | |
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Job No. 15454/15616 Project. Procedure CPPP-1 Page 1 of 6 Rev 4 April 25, 1986 I
TEXAS UTILITIES' GENERATING CO. (TUGCO)
COMANCHE PEAK STEAM ELECTRIC STATION MANAGEMENT PLAN FOR PROJECT QUALITY (PIPING SYSTEM QUALIFICATION /REQUALIFICATION) 9
'h h Project Engineer h C. A. Fonseca Mb' dA Chief E/ginee/,
Project Engineer Engineering Assurance Division R. R. Wrucke Yb Quality Assurance Manager Project Manager R. P. Klause JA-874/
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(.J 8706170587 870612 PDR FOIA (l-s BAUMANB7-94 PDR 00364-1545405-N1
Job No. 15454/15616 Project Procedure CPPP-1 Pega 2 R:v 6 SCOPE This document describes the Management Plan for Project Quality (Quality Plan) for activities performed by Stone & Webster Engineering Corporation (SWEC) for consulting services for the Comanche Peak - Project.
The services covered by this Quality Plan are:
1.
Performance of pipe stress and pipe support requalification of existing unit I and 2 conditions.
This requalification consists of many sub-tasks.
Some of these sub-tasks are:
Verification that as-built. documentation is adequate to initiate stress analyses without undue risk that the analyses will have to be redone.
Resolution of "special technical concerns" identified by various ext.ernal organizations Development of appropriate fluid forcing functions Verification of system operating characteristics Performance of a walkdown of a sampling of stress' packages by engineering personnel to identify any technical concerns, not previously identified 4
2.
Support (e.g.
disposition of design change requests and nonconformances, approval of drawing revisions) for continuing piping and pipe support construction activities for Unit I and 2 3.
Development of pipe stress and support analyses and design details required to complete Unit 2.
4.
Administration, management and performance of activities associated with Hot Functional Testing of Unit 2 and review of changes to Unit i
I piping structural support system for assessment of the impact on the Hot Functional Test Program.
j This Management Plan for Project Quality shall be updated as neces sa ry to reflect changes in assignments and/or scope of work.
PROGRAM REQUIREMENTS AND ACTIVITIES I.
ORGANIZATION The organization for these activities is presented in Attachment 1.
Proj ect personnel are drawn from the Engineering Divisions and other Departments, as neces sa ry.
Individual responsibilities for the quality of work performed and the quality assurance efforts for this project are defined in the implementing procedures referenced in this Quality Plan, and in project organization charts (CPPP-2).
)
The specific responsibilities of the Project Quality Assurance Manager (PQAM) are as follows:
00364-1545405-N1
. Job No. 15454/15616 Project Procedure CPPP-1 Paga 3 Rev 4 Coordinate the development and approval of the Quality Plan.
Assist the project in implementing the Quality Plan.
Interface with the Client and other organizations regarding project quality assurance activities.
Coordinate SkTC audits of the project and any sub-contractors.
Assure adequacy of correcti -
nd preventive action taken for i
audit findings.
Assure the project is adequately staffed to implement all quality assurance activities.
Approve sampling plans used to determine adequacy of design.
Prepare at least annually, a report to the Client on the status of the SWEC QA program.
This report will be approved by the Quality Assurance Manager.
II.
MANAGEMENT PLAN FOR PROJECT QUALITY (QUALITY PLAN)
The overall SWEC Quality Assurance Program is designed to provide assurance that all SWEC activities are a ccomplished in a controlled manner.
The SkTC Corporate Quality Assurance Program complies with 5
10CFR50, Appendix B and NRC Regulatory Guides and is described in an NRC approved Topical Report, SWSQAP 1-74A, " Stone & Webster Standard Quality Assurance Program."
This Quality Plan identifies the procedures which implement the Quality Assurance Program as it applies to the specific SkTC scope of work to be performed.
Insofar as possible, applicable standard SkTC procedures are used to control the work. When situations arise where existing procedures do not completely address the requirements of the project activities, a Project Procedure will be written to:
1.
Supplement a standard procedure 2.
Modify a standard procedure (variances) 3.
Replace a standard procedure, or 4.
Provide guidance where a standard procedure does not exist Variances from Engineering Department standard procedures are processed according to Engineering Assurance Procedure (EAP) 5.7 and Engineering Department Policy and Procedure (EDPP) 1.7.
Variances from Quality Assurance Department procedures are referred to the Quality Assurance Department, Quality Systems Division.
The procedures listed in Attachment 2 describe how the corporate QA program and client requirements are met by the project.
8 l
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Job No.,15454/15616.
Project Procedure CPPP-1 Page 4
.Rev 4
~ Indoctrination and continuing education in the procedures which apply are provided to personnel involved in the project according to-Quality Standard (QS) 2.12, and Engineering Assurance Procedure (EAP) 2.4.
The. Engineering. Assurance Division (EA)-audits the effectiveness of and' conformance. to the SWEC QA Program according. to Section XVIII of this Quality Plan.
III.
DESIGN CONTROL A review will be performed to determine if the "as-built" documents are adequate to-serve as a basis for the initiation of pipe stress requalification.
This review will be performed and documented in accordance with Project' Procedure CPPP-5.
Project ' Procedures CPPP-6 and CPPP-9 describe the program for piping system (including supports).regaalification for Units 1
and 2
respectively.
Project Procedure CPPP-7 is the design criteria document for all pipe stress '.and pipe support analyses.
This procedure is prepared, reviewed.
and ' approved in accordance with Project Procedure CPPP-14.
In addition, CPPP-7 will be approved by the. Chief Engineer Engineering Mechanics Division.
This approval documents completion of an independent objective review for technical adequacy, All calculations will be prepared, reviewed, and controlled in accordance s.
O with EAP 5.3.
Computer programs utilized by these calculations will be documented and qualified in accordance with EAP 5.25.
Changes to the FSAR may be recommended as a result of the re-analysis effort.. These changes will be documented in accordance with EAP 2.10 and forwarded to the client.
Drawings prepared to describe necessary design modifications will be prepared, reviewed and approved in accordance with EAP 5.4.
Construction support. activities (e.g.,
disposition of design change requests,. drawing approvals, interface with site organizations) are controlled in accordance with EAP 3.3 and Project ' Procedure CPPP-13.
The engineering walkdown' to identify any technical concerns, not previously identified, will be performed in accordance with Project Procedure CPPP-8.
-The verification of system operating characteristics will be performed in I
accordance with Project Procedure CPPP-10.
SWEC will prepare, review, approve and perform the Owner's review of an ASME III stress report for each Class I support in accordance with Project Procedure CPPP-16.
A report describing SWEC's resolution of each identified technical issue will be developed and issued.
A cover page will be included for each Ou364-1545405-N1
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og iJob No. 15454/15616 Project Procedure CPPP-1.
Page 5 Rev 4
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Issue.
.This cover page. will be approved by the Project Engineer, Assistant Project Manager - Technical and the Project Manager.
Technical reports prepared to describe results of reviews or studies performed by SWEC (e.g.
Building Seismic Analysis. Verification Study) will be prepared, reviewed and approved in accordance with EDPP 8.8.10.
IV.
PROCUREMENT DOCUMENT CONTROL Procurement of subcontracted engineering services will be performed in accordance.with EAPs 4.1 and 4.25.
V.
INSTRUCTIONS, FROCEDURES AND DRAWINGS Engineering Department Procedures are controlled in accordance with EDPPs 1.2 and '1.7 and EAPs 5.1 and 5.7.
Quality Assurance Department Procedures are controll'ed in accordance with-QS 5.1, Project Procedures are processed in accordance with Project Procedure CPPP-14.
VI.
DOCUMENT CONTROL Project Procedure CPPP-3 describes the filing and distribution control requirements for project generated documents (e.g., Correspondence) and client supplied documents (e.g., As-Built Drawings).
EAP 5.3, supplemented by Project Procedures CPPP-3 and CPPP-11 describe U.-
distribution and indexing / filing requirements for proj ect genera ted calculations.
VII. CONTROL OF PURCHASED MATERIAL ~, EQUIPMENT, PARTS AND SERVICES EAP 7.1 describes the method for the Engineering Assurance Division to evaluate suppliers of procur'd engineering services.
VIII.
IDENTIFICATION AND CONTROL'0F MATERIALS, PARTS, AND COMPONENTS (Not within the scope of work)
IX.
CONTROLOFSPECIALPROCESfp (Not within the scope of work)
X.
INSPECTION.
SWEC will perform activities associated with Hot Functional Testing in accordance with CPPP-17.
j XI.
TEST CONTROL (Not withn: the scope of work)
XII.
CONTROL OF MEASURING AND TEST EQUIPMENT l
(Not within the cope of work) 4 00364-1545405-N1 i
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r Jeb No.' 15454/15616 Project Procedure CPPP-1:
Page 6 Rev 4" i
'XII1. HANDLING,-STORAGE,'AND SHIPPING.
(Not within the scope of work)
XIVJ. INSPECTION, TEST, AND OPERATING STATUS Not within l SWEC's. scope of work, except.as ~ ' described -in Criteria XI,
-Test Control.
XV.
NONCONFORMING MATERIALS, PARTS OR COMPONENTS'
-The ' scope of ; work' does - not in'lude any activities that require :the e
comparison ' of.. as-installed conditions to the engineering / construction-requirements.
If items are ' observed, which require client action- (e.g.,
overstressed conditions),. they' will be documented and reported. to the client in accordance with Project. Procedure CPPP-3.
'l LSWEC will provide e' ngineering - dispositions for TUGC0 Nonconformance Reports (NCRs)'in accordance with CPPP-13.
XVI. CORRECTIVE ACTION QS 16.1.
and ' EAP 16.1 describe SWEC methods for obtaining - corporate.
resolution of potentially significant and generic concerns.
The criteria for the identification of conditions that seguire review to deterraine reportability under 10CFR50.55(e) and/or 10CFR21 are define'd in 4
QS/EAP 16.2 and QS/EAP 16.3, respectively.
Identified conditions are processed for review / evaluation in accordance with Project Procedures CPPP-6 and' CPPP-7.
Items, that the Project Engineer determines may be reportable under 10CFR50.55(e) will be assiged an evaluation' number.
The Project Engineer will obtain this evaluation number from the Site Coordinator, responsible for ~ documenting ' potentially significant items /
events (TUGCO).
XVII. QUALITY ASSURANCE RECORDS Project Procedure CPPP-4 implements QS 17.1 and EAP 17.2.
This procedure identifies the records to be turned over to the client and the records to be retained by SWEC.
XVIII. AUDITS Engineering Department activities are audited according to EAP 18.1.
00364-1545405-N1
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.. Job No.115454/15616' L
CPPP-1 Rev 4 ATTACHMENT 2<
Page 1 of 2 Engineering Assurance Procedures EAP 2.4 Indoctrination,- Continuing ' Education and Certification Requirements EAP 2.10 Handling of Changes to Licensing Documents EAP 3.3-
~ Site Engineering EAP 4.1 Procurement System E..
EAP 4.15 Preparation and Control of Engineering Service' Scopes of Work EAP 5.1 Preparat. ion, ' Issue, and Control of Engineering Assurance Procedures EAP 5.3 Preparation and Control of Manual and Computerized Calculations (Nuclear Projects).
EAP 5.4 Review and Approval of Project Production Drawings EAP 5.7 The Preparation, Issue and Control of Project Manuals EAP 5.25 Computer Program Documentation and Qualification EAP 7.1 Engineering Assurance Evaluation of Engineering Service Suppliers EAP 16.1' Problem Report System EAP 16.2 Notifying Clients of Potentially Reportable Deficiencies under 10CFR50.55(e) 1 EAP 16.3 Identifying and Reporting Defects and Failues under 10CFR21 to Comply EAP 17.2 Quality Assurance Records EAP 18.1 Audits Engineering Department Policies and Procedures
'EDPP 1.2 Preparation and Control of Engineering Department Policies
.and Procedures EDPP 1.7 Preparation and Control of rivision Technical Procedures, Standards, Guidelines, and Division Memorandums DPP 8.8.10 Prepar ion and Publication of Selected Technical 00364-1545405-N1 4
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iJob ho~'15454/15616; CPPP-1
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1 Quality Standards-
'QS 2.4'
. Ma'nagement Plans-for Project Quality.
a
.QS/.12
' Qualification,
, Certification,.
Indoctrination and 2
Continuing Education of Personnel M
QS 5.1 Qua'11ty Standard Procedural System QS 16.1 SWEC Problem Report System I
QS 16.2
. Notifying ' Clients. of Potentially Reportable.Defi'ciencies under 10CFR50.55(e)
~ QS 16.3 Identi under,fying and' Reporting ' Defects and Failures to comply.
+
QS.17.1 Quality Assurance-Records System Project Procedures CPPP-2.-
Project Organization Charts CPPP-3 Document Control CPPP-4 Recor'ds Management Plan CPPP-5 Field Walkdown Procedure CP.PP-6 Pipe Stress Analysis Procedure for As-Built ASME III Class j..
2/3 Piping Systems-CPPP-7 Analysis and ' Desiga Criteria for Pipe Stress and Pipe Supports for ASME III'C1. ass 2/3 Pipin'g Systems CPPP-8 Support System Verification Walkdown i
(
.CPPP-9 Pipe Stress / Support Requalification' Precedure - Unit 2
(
i CPPP-10 Power Division Procedure for Documented' Review of Plant -
Operating Mode Conditions CPPP-11 Administrative Control of Calculations CPPP-13 Site Construction Support Activities
. CPPP Preparation, Review and Approval of Project Procedure s
CPPP-16 Stress Reports, Class 1 Pipe Supports CPPP-27 Test Activities 00364-1545405-N1
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Project ' Frceedure CPPP-6 w.
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Page 1 of 1 ACTIVITY OPERATION SEQL'ENCE Result of SWEC Input from i
SWEC Development of Design Other Organizations Field Walkdown Criteria / Procedures Resolution of Special Technical Concerns l'
Review and Verification of Design /As-Built Information t
Requalification Analysis of Output to Other
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Pipe Stress and Support Organizations Designs
_A Hardware Modification No Recommendation
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Yes c
n As-Built Verification Final Field Walk-of Hardware Modification down of Clearance Verification No As-built Condition of Yes Hardware Modification Acceptable?
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' Job No. 15454 Project Procedure CPPP-6
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Page 1 of 1
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PIPE STRESS REQUAI.IFICATION FLOW CHART l
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Paptag Deswtage/5ystes Parameters
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Pipe Moveeests at $1eeves Boot Valve Nevenests for lastr w as 3rstans Stress Levs! for Pipe 8 sak' Possuistaes Pipe seveeests at Support / Pipe Rupture testrasas Lecstseas Pusettesal Capattist; tvaluattee wetietbeuse of Essestas! Paping e Lates free g
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Job No. 15454 Project Procedure CPPP Rev. 2 -5 l
Page 1 of 1 PIPE SUPPORT REQUALIFICATION FLOW CHART SWEC Pipe Stress Results t
Westinghouse Class 1 Pipe Support TUGC0 As-Built Pipe Support Loads Group Information and Non-ASMI Attachment I
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and Anchor Bolt Qualification i
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i Support / Structural Documentation and Class 1 Pipe Support
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t Interface Reaction Loads Load Transmittals Results, Including Pipe and KDER Input to TUGC0
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Support Stiffnesses, to Westinghouse Design Modification /BNR DrawingChangeRecommendationj to SWEC-SEO j
0113-1545405-HC4
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