ML18354A402

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Superseded Pages Per Revision 13 Update Dated 3/26/1992
ML18354A402
Person / Time
Site: Palisades Entergy icon.png
Issue date: 03/26/1992
From:
Consumers Power Co
To:
Office of Nuclear Reactor Regulation
References
Download: ML18354A402 (32)
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"" if'.::y;J..!2' )3 lo t7 2 CHAPTER 5 DESIGN OF STRUCTURES, SYSTEMS AND COMPONENTS TABLE OF CONTENTS Section~.

Title 5.1 *

~-ENERAL DESIGN CRITERIA 5.1.1 IN\\RODUCTION 5.1.2 GROUf I:

OVERALL REQUIREMENTS (CRITERIA 1-5) 5.1.2.1 Criterion 1 - Quality Standards and Records 5.1.2.2 CriteY\\ion 2 - Design Bases for Protection Against Page 5.1-1 5.1-1 5.1-2 5.1.-2 Natural Phenomena 5.1-3 5.1.2.3 5.1.2.4 5.1.2.5 5.1.2.6 5.1.3 5.1.3.1 5.1.3.2 5.1.3.3

- 5.1.3.4 5.1.3.5 5.1.3.6 5.1.3.7 5.1.3.8 5.1.3.9 5.1.3.10 5.1.3.11 5.1.4 5.1.4.1 5.1.~L2 5.1.4.3 5.1.4.4 5~1.4.5 5.1.4.6' 5.1.4.7 5.1.4.8 5.1.4.9 Criterion, 3 - Fire Protection 5.1-3 Criterion'4 - Environmental and *Missile Design Bases 5.1-4 Criterion 5'\\.- Sharing of Structures. Systems and Components -

Conclusions

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GROUP II:

PROTEG>TION BY MULTIPLE FISSION PRODUCT BARRIERS (CRITEili.A 10-19).

Criterion 10 - Reactar Design Criterion 11 - Reactor.. Inherent Protection Criterion 12 - Suppress'ton of Reactor Power Oscillations

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Criterion 13 - Instrumentation and Control Criterion 14 - Primary Coolant Pressure Boundary Criterion 15 - Reactor Coolant System Design Criterion 16 - Containment Des'ign Criterion 17 - Electrical Power\\Systems Criterion 18 - Inspection and Te~tinq of Electrical Power Systems

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Criterion 19 - Control Room

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Conclusions

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GROUP 111:

PROTECTION AND REACTIVITY\\.\\CONTROL

. SYSTEMS (CRITERIA 20-29)

Critericin 20 - Protection System Functi~ns Criterion 21 - Protection System Reliabi~ity and Testability

_ Criterion 22 - Protection System Independence

=triterion 23 - Protection System Failure Mo~es Criterion 24 - Separation of Protection and Control Systems

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Criterion 25 - Protection System Requirements for Reactivity Control Malfunctions

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Criterion 26 - Reactivit Control S stem Redundanc and Capability Criterion 27 - Combined Reactivity Control Systems Capability Criterion 28 - Reactivity Limits 5.1-5 5.1-5 5.1-5 5.1-5 5.1-5 5.1-6 5.1-6 5.1-7 5.1-8 5.1-8 5.1-9 5.1-10 5.1-*11 5.1-12 5.1-12 5.1-12 5.1-13 5.1-14 5.1-14 5.1-15 5.1-15 Rev 12

Section 5.1.4.10 5.1.4.11 5.1.5 5.1.5.1 5.1.5.2 5.1.5.3 5.1.5.4 5.1.5.5 5.1.5.6 5.1.5.7 5.1.5~8 5.1.5.9 5.1.5.10 5.1.5.11 5.1.5.12 5.1.5.13 5.1.5.14 5.1.5.15 5.1.5.16 5.1.5.15 5.1.6 5.1.6.1 5.1.6.2 5.1.6.3 5.1.6.4 5.1.6.5 5~1.6.6 5.1.6.7 5.1.6.8 5.1.6.9

5. I. 7 5.1.7.1 5.1.'7.2 Title Criterion 29 - Protection Against Anticipated Operational Occurrences Conclusions GROUP IV:

FLUID SYSTEMS (CRITERIA 30-46)

Criterion 30 - Quality of Reactor Coolant Pressure Page 5.1-17 5.1-18 5.1-18 Boundary 5.1-18 Criterion 31 - Fracture Prevention of Reactor Coolant Pressure Boundary Criterion 32 - Inspection of Reactor Coolant Pressure Boundary Criterion 33 - Reactor Coolant Makeup Criterion 34 - Residual Heat Removal Criterion 35 - Emergency Core Cooling Criterion 36 - Inspection of Emergency Core Cooling System Criterion 37 - Testing of Emergency Core Cooling System Criterion 38 - Containment Heat Removal Criterion 39 - Inspection of Containment Heat Removal System Criterion 40 - Testing of Containment Heat Removal System Criterion 41 - Containment Atmosphere Cleanup Criterion 42 - Inspection of Containment Atmosphere Cleanup Systems Criterion 43 - Testing of Containment Atmosphere Cleanuo Systems Criterion 44 - Cooling Water Criterion 45 - Inspection of Cooling Water System and Criterion 46 - Testing of Cooling Water System Conclusions GROUP V:

REACTOR CONTAINMENT (CRITERIA 50-57)

Criterion 50 - Containment Design Basis Criterion 51 - Fracture Prevention of Containment 5.1-19 5.1-20 5.1-20 5.1-20 5.1-21 5.1-22 5.1-22 5.1-22 5.1-23 5.1-23 5.1-24 5.1-25 5.1-25 5.1-25 5.1-26 5.1-27 5.1-27 5.1-27 Pressure Boundary Criterion 52 - Capability for Containment Leakage 5.1-28 Rate Testing 5.1-28 Criterion 53 - Provisions for Containment Testing and

~-

Inspection 5.1-28

--triterion 54 - Piping Systems Penetrating Containment 5.1-29 Criterion 55 - Primary Coolant Pressure Boundary Penetrating Containment Criterion 56 - Primary Containment Isolation Criterion 57 - Closed System Isolation Valves Conclusions GROUP VI:

FUEL AND RADIOACTIVITY CONTROL (CRITERIA 60-64)

Criterion 60 - Control of Releases of Radioactive Materials to the Environment Criterion 61 - Fuel Storage and Handling and Radioactivity Control ii 5.1-29 5.1-30 5.1-32 5.1-32 5.1-33 5.1-33 5.1-34 Rev 12

Section 5.1.7.3 5.1.7.4 5.1.7.5 5.1.7.6 5.1.8 5.2 5.2.1 5.2.1.1 5.2.1.2 5.2.2 5.2.2.1 5.2.2.2 5.2.2.3

5. 2. 2.. 4 5.2.2.5 5.2.2.6 5.2.2.7 5.2.2.8 5.3 5.3.1 5.3.1.1 5.3.1.2 5.3.2 5.3.2.1 5.3.2.2 5.3.3 5.4 5.4.1 5.4.1.1 5.4.1.2 5.4.2 Title Criterion 62 - Prevention of Criticality in Fuel Storage and Handling Criterion 63 - Monitoring Fuel and Waste Storage Criterion 64 - Monitoring Radioactivity Releases Conclusions OVERALL CONCLUSION Page 5.1-35 5.1-35 5.1-35 5.1-36 5.1-36 CLASSIFICATION OF STRUCTURES. SYSTEMS AND COMPONENTS 5.2-1 BACKGROUND INFORMATION 5.2-1 Classification Overview 5.2-1 Original Palisades Design Review 5.2-2 CP CO DESIGN CLASSIFICATIONS 5.2-2 Design - Class 1 5.2-2 Design - Class 2 5.2-3 Design - Class 3 5.2-3 Design - Palisades Modification 5.2-3 Inservice Inspection 5.2-4 Service Quality Group Classification 5.2-4 Service - Electrical and Instrumentation and Controls Eguioment Classification 5.2-5 Safety-Related Classification 5.2-5 REFERENCES WIND AND TORNADO LOADINGS WIND Design Parameters Forces on Structures TORNADO Design Parameters Forces on Structures PLANT REEVALUATION REFERENCES WATER LEVEL DESIGN FLOODING FROM NATURAL SOURCES
  • Descriotion of Events Effects on CP Co Design Class 1 Structures Related Equipment f:g.OODING AND WETTING FROM PLANT SOURCES
  • REFERENCES iii and Safety-5.2-6 5.3-1 5.3-1 5.3-1 5.3-1 5.3-1 5.3-1 5.3-2 5.3-2 5.3-4 5.4-1 5.4-1 5.4-1 5.4-1 5.4-2 5.4-3 Rev 12

Section 5.5 5.5.1 5.5.1.1 5.5.1.1.1 5.5.1.1.2 5.5.1.1.3 5.5.1.1.4

5. 5.1.,2 5.5.1.3 5.5.1.3.1 5.5.1.3.2 5.5.2 5.5.2.1 5.5.2.2 5.5.2.3 5.5.2.4 5.5.2.4.1 5.5.2.4.2 5.5.3 5.5.3.1 5.5.3.2 5.5.4 5.6 5.6.l 5.6.2 5.6.2.1 5.6.2.2 5.6.2.3 5.6.2.4 5.6.3 5.6.3.1 5.6.3.2 5.6.3.3 5.6.3.4 5.6.4 5.6.5 5.6.6 5.6.6.1 5.6.6.2 5.6.7 5.6.7.1 5.6.7.2 5.6.7.3 MISSILE PROTECTION TORNADO MISSILES Design Parameters Title Containment Structure, Auxiliary Building, Turbine
  • Building Intake Structure Auxiliary Building Radwaste Addition Auxiliary Building TSC/EER/HVAC Addition Stryctyral Considerations Plant Reevaluation Review Parameters Summary TURBINE MISSILES

Background

High-Pressyre Turbine Missiles Low-Pressure Turbine Missiles Inspection Programs Low-Pressure Turbine Discs Turbine Overspeed Protection System INTERNALLY GENERATED MISSILES Containment Missiles Plant Reevaluation SITE PROXIMITY MISSILES REFERENCES DYNAMIC EFFECTS OF PIPE RUPTURE DEFINITIONS DESIGN BASES Svstems in Which Design Basis Failures Occur Identification of Essential Systems and Components Limitinr Conditions Safety valuation CRITERIA USED TO DEFINE BREAKS ASME Section III. Class 1 Piping ASME Section III Class 2 and 3 Pi in other than etween containment iso ation va ves

~onnyc ear C ass Piping 1gtn@ Penetratin£ Containment PR TE TIVE MEASUR S *

-~";::JET IMPINGEMENT PLANT MODIFICATION LINE-BREAK ANALYSIS Plant Modifications Involving High -or Moderate-Energy Piping Plant Modifications Involving Essential Systems and Com~onents HISTORY 0 PALISADES HIGH-ENERGY LINE-BREAK ANALYSIS High-Energy line Breaks Outside Containment Hi9h-Ener£y Line Breaks Inside Containment Mo erate-nergv System Pipe-Break Evaluation REFERENCES iv Page

. 5. 5-1 5.5-1 5.5-1 5.5-1 5.5-1 5.5-2 5.5-2 5.5-2 5.5-3 5.5-3 5.5-3 5.5-4 5.5-4 5.5-4 5.5-5 5.5-6 5.5-6

5. 5-7.

5.5-7 5.5-7 5.5-8 5.5-9 5.5-11 5.6-1 5.6-1 5.6-2 5.6-2 5.6-2 5.6-3 5.6-3 5.6-4 5.6-4 5.6-5 5.6-6 5.6-7 5.6-7 5.6-9 5.6-9 5.6-9 5.6-9 5.6-10 5.6-10 5.6-13 5.6-14 5.6-16 Rev 12

Section 5.7 5.7.1 5.7.1.1 5.7.1.2 5.7.1.3 5.7.1.4 5.7.2 5.7.2.1 5.7.2.2 5.7.3 5.7.3.l 5.7.3.1.1 5.7.3.1.2 5.7.3.2 5.7.3.3 5.7.3.4 5.7.3.5 5.7.3.6 5.7.3.7

5. 7.'4 5.7.5 5.7.5*.I 5.7.5.1.1 5.7.5.1.2 5.7.5.1.3 5.L5.l.4 5.7.5.1.5 5.7.5.1.6 5.7.5.1.7 5.7.5.2 5.7.6 5.7.6.l 5.7.6.2 5.7.7 5.7.7.1
5. 7.. 7.2 5.7.7.3 5.7.7.4 5.7.7.5 5.7.8 5.7.9 SEISMIC DESIGN SEISMIC INPUT Design Bases Title Ground Design Response Spectra Floor Design Response Spectra Damping Values SEISMIC ANALYSIS OF MAJOR CP CO DESIGN CLASS 1 STRUCTURES Containment Building Auxiliary Building SEISMIC ANALYSIS OF OTHER CP CO DESIGN CLASS 1 STRUCTURES Turbine Building CP Co Design Class 1 Portion CP Co Design Class 3 Portion Intake Structure Auxiliary Building Radwaste Addition Auxiliary Building TSC/EER Addition {Portion Page 5.7-1 5.7-1 5.7-1 5.7-1 5.7-2 5.7-3 5.7-3 5.7-4 5.7-5 5.7-6 5.7-6 5.7-6 5.7-6 5.7-7 5.7-8 Founded on WGDTRl 5.7-9 Other Auxiliary Building Additions 5.7-10 CP Co Design Class 1 Tank Foundations 5.7-10 Miscellaneoys Frames and Trusses 5.7-10 SEISMIC ANALYSIS OF CP CO DESIGN CLASS 1 PIPING 5.7-10 SEISMIC ANALYSIS OF MAJOR CP CO DESIGN CLASS 1 SYSTEM AND COMPONENTS 5.7-13 Primary Coolant System 5.7-13 Reactor Vessel Assembly 5.7-14 Steam Generators 5.7-14 Primary Coolant Pumps 5.7-14 Pressurizer 5.7-15 Primary Coolant System Piping 5.7-15 Pressurizer Quench Tank 5.7-15 Pressurizer Safety and Power-Operated Relief Valves 5.7-15 Other Major CP Co Design Class 1 Systems and Components SEISMIC ANALYSIS OF SPENT FUEL STORAGE RACKS Region 1 Racks Region 2 Racks SEISMIC ANALYSIS AND TESTING OF OTHER CP CO DESIGN CLASS 1 COMPONENTS Electrical Equipment and Instrumentation Tanks Appendages to CP Co Design Class 1 Components Overhead Cranes Containment Air Locks SEISMIC ANALYSIS OF BURIED STRUCTURES AND COMPONENTS SEISMIC INSTRUMENTATION REFERENCES v

5.7-15 5.7-16 5.7-16

5. 7-17 5.7-18 5.7-20 5.7-20 5.7-20 5.7-20 5.7-21 5.7-21 5.7:-21 5.7-22 Rev 12

Section Title Page 5.8 CONTAINMENT STRUCTURE 5.8-1 5.8.1 DESIGN BASIS 5.8-1 5.8.2.

GENERAL DESCRIPTION 5.8-2 5.8.3 LOADS AND LOAD COMBINATIONS 5.8-5 5.8.3.. 1 Containment Structure Concrete 5.8-5 5.8.3.1.1 Construction Condition 5.8-5 5.8.3.1.2 Working Stress Condition 5.8-5 5.8.3.1.3

.Yield Strength Condition 5.8-6 5.8.3.2 Liner Plate Svstem 5.8-8 5.8.3.2.1 Liner Plate 5.8-8 5.8.3.2.2 Liner Plate Anchors 5.8-8 5.8.3.3 Penetrations 5.8-8 5.8.4 ANALYSIS 5.8-9 5.8.4.1 Containment Structure Concrete 5.8-9 5.8.4.1.1 General 5.8-9 5.8.4.1.2 Axisymmetric Loads 5.8-10 5.8.4.1.3 Nonaxisymmetric Loads 5.8-13 5.8.4.2 Prestressing System 5.8-13 5.8.4.2.1 Tendon Anchorage Zones 5.8-13 5.8.4.3

. Liner Plate System

5. 8-17 5.8.4.3.1 Liner Plate 5.8-17 5.8.4.3.2 Liner Plate Anchors 5.8-17 5.8.4.4 Penetrations
5. 8-18 5.8.5 DESIGN 5.8-18 5.8.5.1 Design Basis 5.8-18 5.8.5.2 Containment Structure Concrete 5.8-20 5.8.5.2.1 General Criteria 5,0-20 5.8.5.2.2 Construction Condition 5.8-21 5.8.5.2.3 Working Stress Condition 5.8-23 5.8.5.2.4 Yield Strength Condition 5.8-24 5.8.5.2.5 Results 5.8-28 5.8.5.3 Prestressing System 5.8-28 5.8.5.3.1 Tendons 5.8-28

. 5.8.5.3.2 Tendon Anchorage Zones 5.8-30 5.8.5.4 Liner Plate System 5.8-31 5.8.5.4.1 General

  • 5.8-31 5.8.5.4.2 Liner Plate 5.8-31 5.8.5.4.3 Liner Plate Anchors 5.8-33 5.8.5.4.4 Brackets 5.8-34

. 5.8.5.5

,.,*Penetrations 5.8-35 5r8.6 PENETRATIONS 5.8-35 5.8.6.1 Design Basis 5.8-35 5.8.6.2 General Description 5.8-35 5.8.6.2.1 Personnel and Equipment Openings 5.8-36 5.8.6.2.2 Other Openings 5.8-37 5.8.6.3 Design Criteria 5.8-37 5.8.6.3.1 Concrete Openings 5.8-37 5.8.6.3.2 Steel Penetrations 5.8-38 5.8.6.4 Analysis and Design 5.8-40 5.8.6.4.1 Small Penetrations 5.8-41 5.8.6.4.2 Large Penetrations 5.8-42 vi Rev 12

Section

- Title Page 5.8.6.4.3

/

Other Design Details 5.8-45 5.8.7 CONSTRUCTION 5.8-46 5.8.7.1 Materials 5.8-46 5.8.7.I.l Concrete 5.8-46 5.8.7.I.2 Reinforcing Steel 5.8-47 5.8.7.I.3 Prestressing Tendons and Hardware 5.8-47 5.8.7.I.4 Liner Plate 5.8-48 5.8.7.I.5 Steel Penetrations 5.8-48 5.8.7.I.6 Sheathing Filler*

5.8-48 5.8.7.2 Quality Control 5.8-49 5.8.7.2.1 Concrete Mix Design 5.8-49 5.8.7.2.2 Concrete Materials 5.8-50 5.8.7.2.3 Concrete 5.8-50 5.8.7.2.4 Reinforcing Steel and CADWELD Splices 5.8-51 5.8.7.2.5 Prestressing Tendons and Hardware 5.8-51 5.8.7.2.6 liner Plate 5.8-52 5.8.7.2.7 Steel Penetrations 5.8-53 5.8.7.2.8 Sheathing Filler 5.8-53 5.8.7.3 Construction Methods 5.8-54 5.8.7.3.1 Governing Codes 5.8-54 5.8.7.3.2 Concrete 5.8-54 5.8.7.3.3 Reinforcing Steel and CADWELD Splices 5.8-55 5.8.7.3.4 Prestressing System 5.8-55 5.8.7.3.5 Liner Plate 5.8-56

-5.8.7.4 Construction Problems 5.8-57 5.8.7.4.1 Cracking at Welds in Containment Liner Plate 5.8-57 5.8.7,.5 Containment Integrity and the Steam Generator Replacement Project 5.8-60 5.8.8 CONTAINMENT STRUCTURE TESTING 5.8-60 5.8.8.1 Integrated Leak Rate Testing 5.8-60 5.8.8.I.l Basis for Program 5.8-60 5.8.8.I.2 Test Guidelines 5.8-60 5.8.8.I.3 Test Frequency 5.8-61 5.8.8. 1.4 Preoperational Test Objectives 5.8-62 5.8.8.1.5 Acceptance Criteria 5.8-62 5.8.8.1.6 Historical Su11111ary 5.8-62 5.8.8.2 Lo!;;al Leak Detection Tests 5.8-63 5.8.8~2.l Basis for Program 5.8-63 5.8.8.2.2 Test Guidelines 5.8-64 5.8.8.2.3 Jest Frequency 5.8-64 5.8.8.2.4

-,A~~ceptance Criteria 5.8-65 5.a.8.2.5 Historical Sunvnary 5.8-66 5.8.8.3 Prestressing System Surveillance 5.8-66 5.8.8.3.1 Basis for Program 5.8-66 5.8.8.3.2 Surveillance Period 5.8-67 5.8.8.3.3 Surveillance Guidelines 5.8-67 5.8.8.3.4 Acceptance Criteria 5.8-70 5.8.8.3.5 Historical Summary 5.8-70 5.8.8.4 Structural Integrity Test 5.8-73

5. 8. 8.-4.1 Basis for Test 5.8-73 5.8.8.4.2 Test Guidelines 5.8-74 vii Rev 12

Section Title Page 5.8.8.4.3 Objectives 5.8-74 5.8.8.4.4 Test Data and Results 5.8-75 5.8.8.4.5 Summary 5.8-76 5.8.8.5 Ljner Pl9t~ snd Penetration Surveillance Progr9m 5.8-77

  • 5. 8. 0.. 5. 1 Basis for Program 5.8-77 5.8.8.5.2 Surveillance Period 5.8-78 5.8.8.5.3 Details of Program 5.8-78 5.8.8.5.4 Summary 5.8-79 5.8.8.6 End Anchorage Concrete Surveillance 5.8-79 5.8.8.6.1 Basis for Program 5.8-79 5.8.8.6.2 Surveillance Period 5.8-79 5.8.8.6.3 Surveillance Locations 5.8-80 5.8.8.6.4 Details and Results 5.8-80 5.8.8.6.5 Summary 5.8-81 5.8.9 STEAM GENERATOR REPLACEMENT CONSTRUCTION OPENING 5.8-81 5.8.9.1 General Descrigtion 5.8-81 5.8.9.2 Containment Reevaluation 5.8-82 5.8.8.3 Materials 5.8-84 5.8.9.3.1 Concrete 5.8-84 5.8.9.3.2 Reinforcing Steel 5.8-86 5.8.9.3.3 Prestressing Tendons and Hardware 5.8-86 5.8.9.3.4 Liner Plate and Hardware 5.8-86 5.8.9.3.5 Sheathing Filler 5.8-86 5.8.9.4 gualit~ Control 5.8-87 5.8.9.4.1 Concrete Mix Design 5.8-87 5.8.9.4.2 Concrete Materials 5.8-88 5.8.9.4.3 Concrete 5.8-88 5.8.9.4.4 Reinforcing Steel and CADWELD Splices 5.8-88 5.8.9.4.5 Prestressing Tendons 5.8-89 5.8.9.4.6 Liner Pl ate 5.8-90 5.8.9.4.7 Sheathing Filler 5.8-90 5.8.9.5 Construction Methods 5.8-90 5.8.9.5.1 Governing Codes 5.8-90 5.8.9.5.2 Concrete 5.8-91 5.8.9.5.3 Reinforcing Steel and CADWELD Splices 5.8-91 5.8.9.5.4 Prestressing System 5.8-91 5.8.9.6 CQntajnment Testing 5.8-91 5.8.9.6.1 Integrated Leak Rate Testing 5.8-91 5.8.9.6.2

,f;;,"'~,y*uctura 1 Integrity Test 5.8-91 REFERENCES 5.8-93

5. 9 '

OTHER STRUCTURES 5.9-1 5.9.1 DESIGN CRITERIA 5.9-1

5. 9.. 1.1 CP Co Design Class 1 Structures 5.9-1 5.9.1.1.1 Design Methods 5.9-1 5.9.1.1.2 Loads and Load Combinations 5.9-2 5.9.1.2 CP Co Design Class 2 Structures 5.9-4 5.9.1.3 CP Co Design Class 3 Structures 5.9-4 5.9.1.4 Loads Common to All Structures 5.9-4 viii Rev 12

Section Title Page 5.9.2 CONTAINMENT INTERIOR STRUCTURES 5.9-5 5.9.2.l General Descriotion 5.9-5 5.9.2.2 Loads 5.9-6 5.9.2.3 Analysis and Design 5.9-7 5.9.2.4 Materials of Construction 5.9-8 5.9.3 AUXILIARY BUILDING 5.9-9 5.9.3.l General Descriotion 5.9-9 5.9.3.2 Loads 5.9-10 5.9.3.3 Analysis and Design 5.9-10 5.9.3.4 Materials of Construction

5. 9-11 5.9.4 TURBINE BUILDING AND INTAKE STRUCTURE
5. 9-11 5.9.4.l General
5. 9-11 5.9.5 AUXILIARY BUILDING RADWASTE ADDITION 5.9-12 5.9.5.l General Description 5.9-12 5.9.5.2 Analysis and Design 5.9-12 5.9.5.3 Materials of Construction 5.9-12 5.9.6

_AUXILIARY BUILDING TSC/EER/HVAC ADDITION 5.9-13 5.9.6.l General Description 5.9-13 5.9.6.2 Loads and Load Combinations 5.9-13 5.9.6.2.l Loads 5.9-13 5.9.6.2.2 Load Combinations 5.9-14 5.9.6.3 Analysis and Design 5.9-15 5.9.6.4 Materials of Construction 5.9-15 REFERENCES 5.9-16 5.10 SYSTEMS AND COMPONENTS 5.10-1 5.10.l DESIGN CRITERIA FOR CP CO DESIGN CLASS 1 SYSTEMS AND COMPONENTS 5.10-1 5.10.1.l CP Co Design Class 1 Piping 5.10-1 5.10.1.2 CP Co Design Class 1 Pipe Supports 5.10-2 5.10.1.3 Other CP Co Design Class 1 Systems and Components 5.10-4 5.10.2 DESIGN CRITERIA FOR CP CO DESIGN CLASS 2 AND CLASS 3 SYSTEMS AND COMPONENTS 5.10-5 5.10.2.l CP Co Design Class 2 5.10-5 5.10.2.2 CP Co Design Class 3 5.10-5 5.10.3 ANCHORAGE MODIFICATIONS FOR SAFETY-RELATED SYSTEMS AND COMPONENTS 5.10-6 5.10.3.l

~-P-i oi ng Systems 5.10-6 5.10.3.1.l 1974 Review 5.10-6 5.10.3.1.2 1979 Reanalysis 5.10-6 5.10.3.1.3 Revision of Seismic Piping Criteria - ASME Section III, Code Case N-411 5.10-7 5.10.3.1.4 Inspection and Enforce_ment Bull et ins 5.10-8 5.10.3.2 Masonry Walls 5.10-9

-5.10.3.2.1 History 5~10-9 5.10.3.2.2 Identification 5.10-9 5.10.3.2.3 Reevaluation 5.10-9 5.10.3.2.4 Modifications 5.10-10 ix Rev 12

Section 5.10.3.3 5.10.3.3.1 5.10.3.3.2 5.10.3.3.3 5.10.4 5.10.4.1 5.10.4.2 5.10.4.3 5.10.4.4 APPENDIX Electrical Eguioment History Identification Title Evaluation and Modifications QUALITY CONTROL Shop Welding Field Welding Inspection of Piping Field Inspection of Mechanical Components, Components and Instrumentation REFERENCES SA.I DELETED SA.2 DELETED SA.3 DELETED x

Electrical Page 5.10-10 5.10-10 5.10-11 5.10-11 5.10-11 5.10-11 5.10-12 5.10-13 5.10-14 5.10-15 Rev 12

5.2-1 5.2-2 5.2-3 5.2-4 5.2-5 5.3-1 5.4-1 5.5-1 5.5-2 5.5-3 5.5-4 5.5-5 5.5-6 5.5-7 5.5-8 5.5-9 5.6-1 5.6-2 5.6-3 5.6-4 5.7-1 5.7-2 5.7-3 5.7-4 5.7-5 5.7-6 5.7-7 5.7-8 5.7-9 5.7-10 5.7-11 5.8-1 5.8-2 5.8-3 5.9-1 LIST OF TABLES Title Palisades System of Classification for Structures/Systems/

Components Structures Classification Mechanical System/Component Classification Electrical Systems/Component Classification Instrumentation and Control/Component Classification Tornado Design Pressures Safety-Related Equipment That Requires Protection From Flooding Due to Failures of Nonclass 1 Systems Class 1 Structures Wall and Roof Thickness Dimensions and Impact Areas for 90° {120°) LP Disc Fragments Dimensions and Impact Areas for LP Cylinder and Blade Ring Fragments Exit Missile Properties for No 1 LP Disc and Fragments Exit Missile Properties for No 2 LP Disc and Fragments Exit Missile Properties for No 3 LP Disc and Fragments Exit Missile Properties for No 4 LP Disc and Fragments Exit Missile Properties for No 5 LP Disc and Fragments Exit Missile Properties for No'6 LP Disc and Fragments High-Energy Pipe Failures Outside Containment - Summary of Operating Stresses - Main Steam High-Energy Pipe Failures Outside Containment - Summary of Operating Stresses - Feedwater High-Energy Pipe Failures Outside Containment - Summary of Operating Stresses - Main Steam Dump Summary of Eliminated Hardware Resulting from Application of Generic Letter 87-11, "Relaxation of Arbitrary Pipe Rupture Requirements" List of Computer Codes Material Damping Values for Various Materials and Types of Construction Material Damping Values for Various Class 1 Structures Auxiliary Building TSC/EER Addition, Summary of Modal Parameters, Flexible Base Analysis Max,imum Spans for Rigid Class 1 Piping Systems Com.~~rison of Specifications for Seismic Requirements Maj'or Class 1 Components Seismic Loads {g)

Class IE Electrical Equipment and Instrumentation Seismic Loads Class 1 Tanks Seismic Loads {g)

Safety-Related Hydraulic Shock Suppressors {Snubbers)

Safety-Related Mechanical Shock Suppressors (Snubbers)

Containment Structure - Summary of Concrete and R~inforcing Steel Stresses Containment Structure Tendon Anchorage Zone Reinforcement Stresses Containment Structure Liner Plate Anchor Analysis Major Equipment Supports, Materials of Construction xi Rev 12

5.10-1 5.10-2 Title Class 1 Systems, or Portions Thereof, Included in the 1974

  • Review of As-Built Pipe Supports Systems Containing Safety-Related Piping xii Rev 12

Figure 5.5-1 5.5-2 5.7-i 5.7-2 5.7-3 5.7-4 5.7-5 5.7-6 5.7-7 5.7-8 5.7-9 5.7-10 5.7-11 5.7-12 5.7-13 5.7-14 5.7-15 5.7-16 5.7-17 I

5.7-18 5.7-19 5.7-20 5.7-21 5.7-22 5.7-23 5.7-24 5.7-25 5.7-26 5.7-26 5.7-27 5.7-28 5.7-29 5.7... 30

5. 7.:.31 5.7-32 5.7-33 5,7:.34 5.7-35 5.7-36 LIST OF FIGURES Title LP Missile Geometries Ejection Angles for L~ Missiles OBE Horizontal Design Ground Response Spectrum (Housner)

Taft Ground Response Spectrum Versus Housner Ground Response Spectrum (SSE), 4% Damping Taft Ground Response Spectrum Versus Housner Ground Response Spectrum (SSE), 7-1/2% Damping Containment Building, Dynamic Model Containment Building, Modeshapes and Frequencies Containment Shell, Maximum Seismic Responses (QBE), Comparison of Responses for Fixed Base and Coupled Models DELETED DELETED DELETED DELETED Auxiliary Building, N-S Mathematical Model Auxiliary Building, E-W Mathematical Model DELETED DELETED DELETED DELETED Electrical Penetration Enclosure, N-S and E-W Dynamic Models and Maximum Seismic Responses (OBE)

Turbine Building, E-W Dynamic Models Turbine Building, E-W Fundamental Modeshapes, Outside Walls Turbine Building, E-W Direction, Maximum Seismic Responses (SSE)

Auxiliary Building Radwaste Addition, Dynamic Models Auxiliary Building Radwaste Addition, Floor Response Spectra (QBE), Mass Pt 4 - Elev 625' O", 1/2% Damping Auxiliary Building TSC/EER Addition, Dynamic Model Auxiliary Building TSC/EER Addition, Maximum Seismic Responses

- (QBE)

Au~iliary Building TSC/EER Addition, Floor Response Spectra (OBE), Elev 639' O", 1/2% Damping DE'lETED DE[ETED Piping Model for Dynamic Analysis, Main Steam in the Containment Building DELETED DELETED DELETED DELETED DELETED DELETED DELETED DELETED DELETED xiii Rev 12

Figure 5.7-37 5.7-38 5.7-39 5.8-I 5.8-I 5.8-2 5.8-3 5.8-4 5.8-5 5.8-5 5.8-5 S.8-5 5.8-6 S.8-7 S.8-8 S.8-9 S.8-IO

5. 8-11 S.8-11 5.8-11 S.8-II 5.8-I2 S.8-I2 S.8-I2 S.8-I2 S.8-I3 S.8-I3 S.8-I3 5.8-I3 S.8-I4 S.8-IS DELETED DELETED DELETED Title Containment Structure, Typical Cross Section, Sheet I of 2 Containment Structure, Typical Cross Section, Sheet 2 of 2 Containment Structure, Typical Piping Penetrations Containment Structure, Typical Electrical Penetrations Containment Structure, Reinforcing and Tendon Plan Adjacent to Equipment Hatch Containment Structure, Tendon Hardware Assembly, Horizontal and Dome Tendons, Shop Buttonheaded End, Sheet I of 4 Containment Structure, Tendon Hardware Assembly, Horizontal and Dome Tendons, Field Buttonheaded End, Sheet 2 of 4 Containment Structure, Tendon Hardware Assembly, Vertical Tendons, Shop Buttonheaded End, Sheet 3 of 4 Containment Structure, Tendon Hardware Assembly, Vertical Tendons, Field Buttonheaded End, Sheet 4 of 4 Containment Structure, Personnel Air Lock Containment Structure, Escape Air Lock Containment Structure, Equipment Hatch Door Containment Structure, Finite Element Mesh Containment Structure, DBA Thermal Gradients Across Containment Wall, No Insulation Containment Structure, Isostress Plot, Dome and Wall, D +Fi' Sheet I of 4 Containment Structure, Isostress Plot, Dome and Wall, D + F + I.ISP, Sheet 2 of 4 Contain~ent Structure, Isostress Plot, Dome and Wall, D + F + I.SP + T, Sheet 3 of 4 Contain~ent Structu~e, Isostress Plot, Dome and Wall, D + F + T, Sheet 4 of 4 Contain~ent ~tructure, Isostress Plot, Wall and Base Slab, D + F., Sheet I of 4 Containment Structure, Isostress Plot, Wall and Base Slab, D + F + I.ISP, Sheet 2 of 4 Contain~ent Structure, Isostress Plot, Wall and Base Slab, D + F + I.SP+ T, Sheet 3 of 4 C'ontain~ent Structu~e, Isostress Plot, Wall and Base Slab, Q;,.+ Ff + T, Sheet 4 of 4 Containment ~tructure, Stress Resultants, Dead Load (D),

Sheet I of 4 Containment Structure, Stress Resultants, Final Prestress (Ff)'

Sheet 2 of 4 Containment Structure, Stress Resultants, OBA Pressure (P),

Sheet 3 of 4 Containment Structure, Stress Resultants, DBA Temperature (Ta)'

Sheet 4 of 4 Containment Structure, Finite Element Mesh for Buttress, Plane Strain Analysis Containment Structure, Buttress Isostress Plot, Maximum Compressive Stresses, Sheet I of 2 xiv Rev I2

Figure

5. 8-1'5 5.8-16 5.8-16
5. 8-f7 5.8-18 5.8-19 5.8-20 5.8-21 5.8-22 5.8-22 5.8-23 5.8-23 5.8-23 5.8-24 5.8-25 5.8-25 5.8-26 5.8-27 5.8-27 5.8-28 5.8-29 5.8-30 5.9-1 Title Containment Structure, Buttress Isostress Plot, Minimum Compressive or Maximum Tensile Stresses, Sheet 2 of 2 Containment Structure, Model for Liner Plate Analysis, Sheet 1 of 2 Containment Structure, Model for Liner Plate Analysis, Sheet 2 of 2 Containment Structure, Results From Tests on Liner Plate Anchors Containment Structure, Thermal Gradient at Main Steam Penetration Containment Structure, Loads on Pipe Penetrations Containment Structure, Stress Concentrations at Equipment Hatch Opening CQntainment Structure, Liner Plate, Weld Cracking at Backing Strip Discontinuities Containment Structure, Liner Plate Test Sample, Elevation 600' O", Azimuth 113*, Sheet 1 of 2 Containment Structure, Liner Plate Test Sample, Elevation 600' O", Azimuth 275°, Sheet 2 of 2 Containment Structure, Liner Plate, Inspection and Method of Repair, Elevation 583' 6", Sheet 1 of 3 Containment Structure, Liner Plate, Inspection and Method of Repair, Elevation 588' 6", Sheet 2 of 3 Containment Structure, Liner Plate, Inspection and Method of Repair, Elevation 590' O", Sheet 3 of 3 Containment Structure, Location and Identification of Eleven Surveillance Tendons for One-and Three-Year Surveillances Containment Structure, Structural Integrity Test Inside Hoop Strain Profiles, Typical Section, Sheet 1 of 2 Containment Structure, Structural Integrity Test Outside Meridional Strain Profiles, Typical Section, Sheet 2 of 2 Containment Structure, Pressure Test, Displacement Profiles Containment Structure, Pressure Test, Tendon Load Change, Sheet 1 of 2 Containment.Structure, Pressure Test, Tendon Load Change,
  • Sheet 2 of 2 Containment Structure, End Anchorage Surveillance Program, Crack Surveillance Locations Dr... wtng to be provided in Rev i s ion 14 Drawing to be provided in Revision 14 Containment Structure, Interior Construction xv Rev 12

CONSUMERS POWER COMPANY PALISADES PLANT VARTt.111 ~

ITEM TAG NO DESCRIPTION TYPE A04 Stm Gen A Steam A

Generator PT0751A Pressure P/S0751A PIC0751A PT0751B P/50751B PIC0751B PT0751C P/S0751C PIC0751C PT0751D P/S0751D PIC0751D Stm Gen B PT0752A P/50751A PIC0752A PT0752B P/S0751B PIC0752B PT0752C P/S0751C PIC0752C PT0752D P/S0751D PIC0752D TNC\\TRllM.i T D4Nt::~

CATE-GORY

. EXISTING REQUIRED 1

0-1200 0-1200 PSIG PSIG REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE A VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply Comply POWER REDUNDANCE SUPPLY 4 Channels Preferred

/Steam lE Generator Page 5 of 34 nT<:D 4V I nr~TTml CR TSC EDF COMMENTS Cl2 mis CFMS Indication used to determine ruptured steam generator to allow isolation fallowing steam ltne break Rev 13

CONSUMERS POWER COMPANY PALI SADES PLANT UllDTAltl C:

ITEM TAG NO DESCRIPTION TYPE ADS L T0103 Pressurizer

r P/S0103 Level LI0103A LI0103B LT0102 P/S0751A LIA0102A Ll0102B A06 AE2401L Containment A

AIT2401L Hydrogen AI2401L Concentration AE2401R AIT2401R Al2401R TN<:TRllMFI T ou11::r:

CATE-GORY EXISTING REQUIRED 1

0-100%

Top to (Equiva-Bottom of lent to Vessel top to bottom of vessel) 1 0-10 Vol%

0-10 Vol%

or 0-20 (capable Vol%

of operat-(switch ing from selectable) -2 to 60 from -2 to PSIG) 60 PSIG REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE A VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply Comply Comply Comply Comply POWER RE DUN DANCE SUPPLY 2 Channels Pref erred lE 2 Channels Preferred lE Page 6 of 3.

nT<:P AV I nrnmN CR TSC EDF COMMENTS C12 CFMS CFMS Indication used to allow termi-nation or throttling of SIS flows.

C02 CllA CFMS CFMS Indication used to determine when to initi-ate hydrogen recombiners Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT UADT4111 I' ITEM TAG NO DESCRIPTION TYPE B09 LEOlOlA Coolant B

LTRIOlOlA Inventory LEOlOlB L TRIOlOlB BlO SMM0114 Degrees of B

SMM0124 Subcoo ling Bll PCS Pressure B

(Pressurizer Pressure) 812 LT0383 Containment B

P/Sl812A Sump Water LPIR0383 Level (Narrow Range)

LT0382 P/Sl805A LPIR0382 B13 LE0446A Containment B

LIT0446A Water Level LPIR0383 (Wide Range)

LE0446B LIT0446B LPIR0382 B14 Containment B

Pressure TN<:Tl111111'"1,T DAm:i:-

CATE-GORY EXISTING REQUIRED 1

Top of Bottom of Core to Hotleg to Top of Top of Vessel Vessel 2

200°F 200"F subcooling subcool ing to 35"F 3S"F superheat superheat 1

0-4000 psig 2

0-100%

Narrow (Bottom to Range Top of (Sump)

Sump) 1 0-100%

Wide Range (Exceeds (Plant Maximum Specific)

Expected Water Level by

1. 5 ft) 1 0 - Design Pressure (PSIG)

REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE A VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply Comply Comply Comply N/A Comply Comply N/A Comply Comply Comply POWER REDUNDANCE SUPPLY 2 Channels Preferred lE 2 Channels Preferred lE 2 Channels Preferred lE 2 Channels Preferred lE

  • Page 9 of 34 nT"D AV I nl'ATTnN CR TSC EDF COMMENTS CllA CFHS CFMS Cl2 CFHS CFMS See Item AOl Covered by Item B07 Cl3 CFMS CFMS

~

Cl3 CFMS CFMS Covered by Item Cl2 Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT UllDTlllll F" ITEM TAG NO DESCRIPTION TYPE B15 POS0155 Containment B

POS0738 Isolation POS0739 Valve POS0767 Position POS0768 POS0770 POS0771 POS0910 POS0911 POS0939 POS0940 POSlOOl POS1002 POS1004 POS1007 POS1036 POS1037

  • POS1038 POS1044 POS1045 POS1064 POS1065 POSllOl POS1102 POS1103 POS1104 POS1358 POS1501 POS1502 POS1503 POS1910 POS1911 POS2009 POS2083 POS3001 POS3002 POS3029A POS3029B POS3030A POS3030B POS1805 POS1806 TN<:T12l1111'l IT D.Ulf.:I' CATE-GORY EXISTING REQUIRED 1

Closed -

Closed -

Not Closed Not Closed REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE A VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply Comply REDUNDANCE Redundant Isolation Method for Each Flow Path.

Redundant Position Indication for each Valve not Provided.

Page 10 of 34 POWER nTCD av I nr 4TJON SUPPLY CR TSC EDF COMMENTS lE Vari "FMS CFMS Battery ous Rev 13

I CONSUMERS POWER COMPANY PALISADES PLANT llADT4111 i:

ITEM TAG. NO DESCRIPTION TYPE COl 16 Core Core Exit c

Exit Temperature Thenno-couples LIRIOlOlA LIRIOlOlB C02 None Radioactivity c Concentration or Radiation Leve 1 in Circulating Primary Coolant C03 None Analysis of c

Primary Cool-ant (Gamma Spectrum)

C04 PCS P,ressure c

(Pressurizer Pressure) cos Containment c

Pressure TN<;TRllMi:I T DAU""

CATE-GORY EXISTING REQUIRED 1

O"F to 200"F to 2300"F 2300"F 1

,\\ Tech Spec Limit to 100 times Tech Spec Limit 3

lOµCi/ml to.lOCi/ml or TID14844 source tenn in coolant volume 1

0-4000 PSIG 1

-5 PSIG to design pressure REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE C VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply Comply POWER REDUNDANCE SUPPLY 2 Channels Preferred (8 Thermo-lE couples per Channe 1)

Page 12 of 34 nrc:1 AV 1 nr11.noN CR TSC EDF COMMENTS

\\

CUA CFMS CFMS Online Analysis capability iso-lated during accident.

Grab sample to be used to evaluate variable No online system for analysis available.

Grab sample to be used to evaluate variable.

Covered by Item B07 Covered by Item Cl2 Rev 13

CONSUMERS POWER COMPANY PALI SADES PLANT U4DTA 11 I'"

ITEM TAG NO DESCRIPTION TYPE Cl2 PT1812A Containment c

P/1812A Pressure LPIR0383 PT18D5A P/1805A LPIR0382 Cl3 Containment c

Effluent Radioactivity Noble Gases from Identi-fied Release Points Cl4 Effluent c

Radioactivity Noble Gases (From build-ings or areas where pene-trations and hatches are located)

TNSTRllMl'"I T D4Nr.:I'"

CATE-GORY EXISTING REQUIRED f

1

-14.7 to

-5 PSIG 185.3 PSIG to 3 times Design Pressure for Concrete 2

l0" 111'Ci/cc to 10*2"c i I cc 2

10*

11"c i/cc to 1031'Ci/cc REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE C VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply Comply POWER REDUNDANCE SUPPLY 2 Channels Preferred IE Page 14 of 34 nT<:<

4Y I nrtiTTnN CR TSC EOF COMMENTS

\\

Cl3 CFMS CFMS Design Pressure 55 PSIG Covered by Item E03 Covered by Item E03 Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT UAQTAlll I' ITEM TAG NO DESCRIPTION TYPE DOl FT0306 RHR System D

FIC0306 Flow D02 TT0351B RHR Heat D

TR0351 Exchanger TE0351B Outlet Temperature D03 LT0365 Accumulator D

P/S0365 Tank Level LIA0365 LM0365 LT0368 P/S0368 LIA0368 LM0368 LT0372 P/S0372 LIA0372 LM0372 LT0374 P/S0374 LIA0374 LM0374 INSTRllMl'l IT 114Nr.i:

CATE-GORY EXISTING REQUIRED

'. 2 0-8000 GPM 0-110%

GPM (6000 Design GPM design Flow Flow) 2 O"F to 40"F to 400"F 350"F 2

0-100%

10% to 90%

(Equiva-Volume lent to 5%

to 95%

Tank Volume REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Pre-QA Comply N/A Pre-QA Comply N/A Pre-QA None N/A POWER REDUNDANCE SUPPLY N/A Reliable Non-lE N/A Reliable Non-lE N/A Preferred lE Page 15 of 34 nTC:P l\\.V I nr 4T1n*f CR TSC EOF COMMENTS C02 CFMS CFMS A 11 components located in mild environment Cl2 CFMS CFMS A 11 components located in mild environment.

Cl3 CFMS CFMS Note 1 Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT llADTAlll~

ITEM TAG NO DESCRIPTION TYPE D04 PT0363 Accumulator D

P/S0363 Tank Pressure PIA0363 PT0367 P/S0367 PIA0367 PT0371 P/S0371 PIA0371 PT0369 P/S0369 PIA0369 DOS VOP3041 Accumulator D

VOP3045 lsolatfon VOP3049 Valve VOP3052 Position D06 FTD212 Boric Acid D

FY0212 Charging Flow FIA0212 P/50212 TNSTRllM~IT DllNr.:~

CATE-GORY EXISTING REQUIRED 2

O to 300 0 to 750 PSIG PSIG 2

Closed or Closed or Open Open 2

0-140 GPM 0-110%

Design Flow REGULATORY GUIDE 1.97 REV 3, PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Pre-QA None N/A Pre-QA None N/A Pre-QA Comply N/A POWER REDUNDANCE SUPPLY N/A Preferred lE N/A lE Battery N/A Reliable Page 16 of 34 nTSP av I nl'ftTTnN CR TSC EDF COMMENTS Cl3 CFMS CFMS SI Tank Designed for 300 PSIG.

Note 1 I

C03 CFMS CFMS Note 2 C02 CFMS CFMS Design Flow is Non-l~

132 GPM.

A 11 components located In mild environment.

Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT U4DT4UF ITEM TAG NO DESCRIPTION TYPE 007 FT0308 Flow in HPI D

P/S0751A System FI-030BA (Flow to Cold FI-0308B Legs)

FMD308 FT0310 P/S0751B FI0310A FI0310B FM0310 FT0312 P/S0751C FI0312A FI0312B FM0312 FT0313 P/S0751D FI0313A FI0313B FM0313 D07A FT0316 Flow in HPI D

P/S0316 System (Flow FI0316A to Hot Legs)

FI0316B FT0317 P/S0377 FI0317A FI0317B TN<<;TllllMl'"l 1T DAllCC" CATE-GORY EXISTING REQUIRED

' 2 D-250 GPM 0-110%

per injec-Design t ion line Flow 2

0-350 GPM 0-110%

per injec-Design tion line Flow REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALi FI CA TI ON Comply Comply N/A I

Comply Comply N/A REDUNDANCE N/A N/A Page 17 of 34 POWER nr<:P AV I nrATTnN SUPPLY CR TSC EDF COMMENTS Preferred Cl3 CFMS CFMS Design flow is lE C33 225 GPM per in-jection line.

Preferred Cl3 Design flow is lE 300 GPM per in-:-

jection line.

Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT UADJ 4 ti F ITEM TAG NO DESCRIPTION TYPE D08 FT0307 Flow in LPSI

~:;.

P/S0751A System FI0307A FI0307B FM03D7 FT0309 P/S075IB FI03D9A FI0309B FM03D9 FT03ll P/S075IC FID311A FID311B FMD311 FT03I4 P/SD751D FI03I4A FID314B FMD3I4 D09 L TD33I Refueling D

P/S033I Water Storage LIA033I Tank Level LT0332A P/S0332A LIAD332A' DlO AI2103 Reac'tor D

AI2I04 Coolant Pump AI2203 Status AI2204 TM<:TDJIUt"llT llAllC.C' CATE-GORY EXISTING REQUIRED 2

0-2000 GPM 0-110%

per injec-Design tion line Flow 2

0-IOO%

Top to Equivalent Bottom to Top to Bottom 3

0-800 Amps Electric Current REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply N/A Pre-QA Comply N/A N/A N/A N/A POWER REDUNDANCE SUPPLY N/A Pref erred IE N/A Preferred IE N/A Same Bus as Powers Pump Page 18 of 3 nrc:~ l\\Y 1 nrtinnN CR TSC EOF COMMENTS

\\

CI3 CFMS CFMS Design flow is I500 GPM per injection line.

CI3 CFMS CFMS All componenets located in mild environment C12 CFHS CFHS Rev 13 _

CONSUMERS POWER COMPANY PALISADES PLANT UllDTAlll F' ITEM TAG NO DESCRIPTION TYPE Dll FE1039 Primary D

FM1039 System Safety FI1039 Valve Positions FE1040 (including FM1040 PORV and Code FI1040 Valves)

FE1041 FM1041 FI1041 FE1042B FM1042B FI1042B FE1043B FM1042B FI1042B 012 Pressurizer D

Level 013 EAI1211 Pressurizer D

EAI1305 Heater Status 014 LT0116 Quench Tank D

LIA0116 Level 015 TE0116 Quench Tank D

TIA0116 Temperature 016 PT0116 Quench Tank D

PIA0116 Pressure TNC:TJ1llll~llT. DUJi::~

CATE-GORY EXISTING REQUIRED

. '*
2 Closed -

Closed -

Not Closed Not Closed 1

0-100%

Top to (Essenti-Bottom ally Top to Bottom 2

0-200 Amps Electric Current 3

0-100%

Top to Bottom 3

O"F to SO"F to 350"F 750"F 3

0 to 25 0 to PSIG Design Pressure REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALi FI CAT ION Comply Comply N/A Pre-QA Comply N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A POWER REDUNDANCE SUPPLY N/A Preferred lE N/A Same bus as heaters N/A Reliable Non-lE N/A Reliable Non-lE N/A Reliable Non-lE Page 19 of 34 OTC:P AV I -

I lllN CR TSC EOF COMMENT~

CllA CFMS CFMS Covered.By Item ADS C02 CFMS CFMS All components in mild environment C02 CFMS CFMS C02 Note 3 C02 CFMS CFMS Rupture Disk at 100 PSIG.

Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT ITEM TAG NO I D17 DlB Stm Gen A LT0757A PS0757A LI0757A LT0757B PS0757B LI0757B Stm Gen B LT0758A PS0758A LI0757A LT0758B PS0758B LI0757B Stm Gen A PT0751A PS0751A PIC0751A PT0751B PS0751B PIC0751B PT0751C PS0751C PIC0751C PT0751D PS0751D PIC0751D VAIHlllU F' JN<;.TDllYl'IT ouu::i:-

CATE-DESCRIPTION TYPE GORY EXISTING REQUIRED Steam Generator Level Steam Generator Pressure D

2 REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC POWER nrc:P Av 1 nr ~TTnN MENT QUALIFICATION QUALIFICATION REDUNDANCE SUPPLY CR TSC EDF

\\

Page 20 of 34 COMMENTS Covered by Item AD3 Covered by Item A04 Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT UADfAlll s;"

CATE-ITEM TAG ND DESCRIPTION TYPE

~y f.:E~H~

D23 FT0301 Containment D

FI0301A Spray Flow

'~ ~

FI0301B FT0302 FI0302A FI0302B D24 Cooler Heat removal D

2 Valve by Contain-Position ment fan heat POS0824 removal POS0847 system POS0861 POS0862 POS0864 POS0865 POS0873 POS0870 Cooler Fan filll!!!

52-1208 52-1209 52-1210 Service Water Pump filll!!!

152-103 152-204 152-205 TNSTIWMS:-IT g4Nt::S:--

EXISTING REQUIRED 9~~009 GPM 0-110%

Design Flow Indicating Plant lights Specific REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALi FI CA Tl ON QUALIFICATION Pre-QA Comply all N/A components mild environ-ment Comply Comply N/A POWER REDUNDANCE SUPPLY-2 Channels Pref erred lE N/A Reliable lE Page 23 of 34 nrcc 4V 1nr4TrnN CR TSC EOF COMMENTS Cl3 CFMS CF~S Design Flow C33 2700 GPM COB CFMS CFMS Status deter-mined by confirming cooler valves aligned, fans running and service water available.

Only cooler inlet and out-let valves located in a harsh environment.

Rev 13

CONSUMERS POWER COMPANY PALISADES PLANT

  • uaDTAlll F ITEM TAG NO DESCRIPTION TYPE D31 CCW Pumg Component D

Current Coo ling Water AI-0941 Flow to ESF AI-0942 System AI-0943 CCW Pumg Discharge Pressure PT-0918 PIA-0918 CCW Surge Tk Level LT-0920 LIA-0920 SOC Hx Out Temg TE-0912 TI-0912 TE-0913 TI-0913 D32 L Tl012 High Level D

LIA1012 Radioactive Liquid Tank L Tl014 Level '

LIA1014 LT1016 LIA1016 LT1018 LIA1018 TllC:TDllll~I T DAllr.:C" CATE-GORY EXISTING REQUIRED

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SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-.:

ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALIFICATION Comply Comply N/A PT-0918 TE-0912 TE-0913 in harsh environment N/A N/A N/A REDUNDANCE N/A N/A Page 25 of 34 POWER nrc:P av 1 nr.. rrnN SUPPLY CR TSC EDF COMMENTS Reliable cos

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CONSUMERS POWER COMPANY PALISADES PLANT UADTAlll ~

ITEM TAG NO DESCRIPTION TYPE D35A Power od' supplies status of standby power Startug Xfmr Status EVl-0003 1-2 Volts EAl-OOOlX 1-2 Amps-X EAl-OOOlY 1-2 Amps-Y EAl-OOOlZ 1-2 Amps-Z 2400 Volt lE Bus Status EVl-0001 1-D Volts EVl-0002 1-C Amps EAl-0003 1-D Amps EAl-0004 1-C Power EWl-0007 1-D PoWer EWl-0009 Diesel Gea Status EVl-1107 1-1 Volt EVl-1107L 1-1 Volt EVl-1213 1-2 Volt EVl-1213L 1-2 volt EWl-1107 1-1 Power EWI-1107L 1-1 Power EWl-1213 1-2 Power EWI-1213L 1-2 Power SPl-1107 1-1 Frequency SPl-1107L 1-1 Frequency SPl-1213 1-2 Frequency SPl-1213L 1-2 Frequency TNC:TDllUC"l IT DAUl!C" CATE-GORY EXISTING REQUIRED

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Specific 0-3 KV 0-3 KAMP 0-3 KAMP 0-3 KAMP 1-C Volts 0-3 KV 0-2 KAMP 0-2 KAMP 0-5 MW 0-5 MW 0-3 KV 0-3 KV 0-3 KV 0-3 KV 0-3 MW 0-3 MW 0:-3 MW 0-3 MW 55-65 Hz 55-65 Hz 55-65 Hz 55-65 Hz REGULATORY GUIDE 1.97 REV 3 PARAMETER

SUMMARY

TABLE TYPE D VARIABLES QA REQUIRE-ENVIRONMENTAL SEISMIC MENT QUALIFICATION QUALfFICATION Pre-QA Comply N/A 0-3 KV POWER REDUNDANCE Sl,IPPLY N/A From Bus being monitored Power to alarm from lE Battery bus Page 27 of 34 nTC:P AV I nrATTnN CR TSC EOF COMMENTS

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If the emergency generators fail to start, the Plant auxiliaries can be fed via the main transformer in a backfeed mode.

Refer to Subsection 8.6.2 for the details of controls switching required.

Operation After Loss of Coolant Accident - The emergency generators are required to supply power only if the offsite power source fails.

At this time, the automatic features will govern and DBA sequencers will sequen-tially load the diesels.

Operations During or After Fire Accident - The 1-1 emergency diesel gener-ator has three remote/local isolation switches (one for output breaker and two for diesel/generator) to allow control in the event of fire in the control room, cable spreading room, auxiliary building corridor 590' level, or engineering safeguards panel room.

These switches are intended to en-sure operability of safe shutdown equipment per 10 CFR 50.48 and 10 CFR 50, Appendix R.

Operability of 1-2 emergency diesel generator after a fire could be restored by operation of slide links in control circuitry. Opera-tion of these slide links is not required, however, by the Appendix R, Safe Shutdown Analysis.

Operation of these switches/slide links is governed by Off Normal Procedure 25.2.

Reference FSAR Section 7.4 for critical fire areas.

Testing - Automatic start and load sequencing of the emergency generators are tested as part of the safety injection testing.

For details see Subsection 7.3.5.

The emergency generators' start-up may be manually tested at any time to verify required voltage and frequency are obtained within acceptable limits and time.

To verify load acceptance by the generator, the emergency generator breaker is closed manually and the engine loaded onto the 2,400 volt bus for parallel operation with the onsite or offsite power source.

Refer to Technical Specifications for further details.

8.4.1.3 Design Analysis The emergency generators have been selected to have sufficient capacity to supply the minimum necessary engineered safeguards loads with only one generator operating.

In addition, each generator has enough reserve capacity to start and carry the largest single engineered safeguards device that may be loaded on the bus by a control circuit malfunction.

The emergency generators are designed to reach rated speed and voltage and to be ready for loading within 10 seconds after the receipt of a start signal and be capable of loading and carrying required safety-related loads within the times established for sequential loading (see Tables 8-6 and 8-7).

To assure reliability, each emergency generator has two independent star-t circuits on separate de sources and two separate air starting motors.

The start signal is initiated by two separate sources.

Physical separation is maintained between the two emergency generator units and their associated controls

  • FS0686-0568D-TM13-TM11 8.4-3 Rev 11 J

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Each emergency generator and diesel engine is provided with several alarms, interlocks and trips.

Each engine may be started and placed in service locally or from the control room.

The generators may be synchronized from the control room so that they can be paralleled with the system for loading tests.

Each diesel is located in a separate room as is shown on Fig-ure 1-3.

Each room has separate access doors.

Local alarms (engine trouble) at each diesel are:

Prelube Oil Pump Failure Low Lube Oil Pressure Trip Lube Oil Temperature High Lube Oil Temperature Low Lube Oil Filter Differential Pressure High Jacket Water Temperature High Jacke,t Water Expansion Tank Low Level Service Water Low Pressure Overspeed/Underspeed Trip Low Starting Air Pressure Engine Overcrank Trip Remote alarms at the control room for engine trouble are segregated between disabling and nondisabling conditions as follows:

- Troubling/nondisabling:

Lo~al engine trouble (see above)

S~art signal blocked:

Loss of de control Engine overcrank trip Overspeed/underspeed trip Low lube oil pressure trip Control switch not in automatic In addition, a trip of the diesel generator breakers by anything other than a manual trip is annunciated separately in the control room as is low level in the main fuel oil storage tank, day tank hi-lo level, and generator overload.

The diesel generator breakers will be opened should there be an overload, or generator differential relay operation, or should the diesel shut down.

Additionally, a short duration trip signal is provided to the diesel generator breakers whenever a signal is initiated to automatically fast transfer the normal source of power to the start-up transformer.

This trip signal places a diesel generator paralleled with the onsite or offsite source in a standby condition ready to energize the bus and sequence loads in the event the fast transfer to the alternate source is unsuccessful

  • FS0686-0568D-TM13-TM11 8.4-4 Rev 10

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