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Revision 31-i

Comanche Peak Nuclear Power Plant, Units 3 & 4COL Application

Part 2, FSAR

CHAPTER 1

INTRODUCTION AND GENERAL DESCRIPTION OF THE PLANT

TABLE OF CONTENTS

Section Title Page

1.0 INTRODUCTION AND GENERAL DESCRIPTION OF THE PLANT.. 1.1-1

1.1 INTRODUCTION ................................................................................. 1.1-1

1.1.1 Plant Location .......................................................................... 1.1-2

1.1.5 Schedule.................................................................................. 1.1-2

1.1.6.1 Regulatory Guide 1.206........................................................... 1.1-2

1.1.6.3 Text, Tables, and Figures ........................................................ 1.1-3

1.1.6.7 Combined License Information ................................................ 1.1-4

1.2 GENERAL PLANT DESCRIPTION ..................................................... 1.2-1

1.2.1.5.4.4 Water Systems .................................................................. 1.2-1

1.2.1.5.6 Electric Power.................................................................... 1.2-2

1.2.1.6 Site Characteristics.................................................................. 1.2-2

1.2.1.7.1 General Plant Arrangement ............................................... 1.2-3

1.2.1.7.2.8 Ultimate Heat Sink Related Structures .............................. 1.2-3

1.2.2 Combined License Information ................................................ 1.2-4

1.3 COMPARISON WITH OTHER FACILITIES ........................................ 1.3-1

1.4 IDENTIFICATION OF AGENTS AND CONTRACTORS..................... 1.4-1

1.4.1 Applicant/Program Manager .................................................... 1.4-1

1.4.1.1 Owner of Units 3 and 4 ............................................................ 1.4-1

1.4.2.3 Washington Division of URS Corporation................................ 1.4-2

1.4.2.5 Mitsubishi Nuclear Energy Systems, Inc. ................................ 1.4-2

1.4.2.6 Enercon Services, Inc.............................................................. 1.4-2

1.4.2.7 Other Participants in the Construction ..................................... 1.4-2



Part 2, FSAR

TABLE OF CONTENTS (Continued)

Section Title Page

Revision 31-ii

1.5 REQUIREMENTS FOR FURTHER TECHNICAL INFORMATION ..... 1.5-1

1.6 MATERIAL REFERENCED................................................................. 1.6-1

1.7 DRAWINGS AND OTHER DETAILED INFORMATION...................... 1.7-1

1.8 INTERFACES FOR STANDARD DESIGN.......................................... 1.8-1

1.8.1.1 Consolidated Combined License Items for the Entire Design Control Document.................................................................... 1.8-2

1.8.1.2 Resolution of Combined License Information Items ................ 1.8-2

1.8.1.3 Summary of Departures........................................................... 1.8-3

1.8.1.4 Conformance with Site Parameters ......................................... 1.8-3


1.9 CONFORMANCE WITH REGULATORY CRITERIA .......................... 1.9-1

1.9.1 Conformance with Regulatory Guides ..................................... 1.9-1

1.9.2 Conformance with Standard Review Plan ............................... 1.9-2

1.9.3 Generic Issues......................................................................... 1.9-2

1.9.4 Operational Experience (Generic Communications) ............... 1.9-2


1.10 HAZARDS POSED BY CONSTRUCTION TO OPERATINGUNITS................................................................................................ 1.10-1


Part 2, FSAR

Revision 31-iii

LIST OF TABLES

Number Title

1.6-201 Material Referenced

1.7-201 Site-Specific I&C Functional and Electrical One-Line Diagrams

1.7-202 Site-Specific System Drawings

1.8-1R Significant Site-Specific Interfaces with the Standard US-APWR Design

1.8-201 Resolution of Combined License Items for Chapters 1 - 19

1.9-201 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Division 1 Regulatory Guides



1.9-204 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 1 Introduction and General Description of Plant

1.9-205 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 2 Site Characteristics

1.9-206 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 3 Design of Structures, Systems, Components & Equipment

1.9-207 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 5 Reactor Coolant and Connecting Systems

1.9-208 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 6 Engineered Safety Features

1.9-209 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 8 Electric Power


Part 2, FSAR

LIST OF TABLES (Continued)

Number Title

Revision 31-iv

1.9-210 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 9 Auxiliary Systems

1.9-211 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 10 Steam and Power Conversion Systems

1.9-212 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 11 Radioactive Waste Management

1.9-213 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 12 Radiation Protection

1.9-214 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 13 Conduct of Operations

1.9-215 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 14 Verification Programs

1.9-216 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review Plan Chapter 15 Transient and Accident Analysis

1.9-217 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 16 Technical Specifications

1.9-218 Comanche Peak Nuclear Power Plant Units 3 & 4 Conformance with Standard Review PlanChapter 17 Quality Assurance and Reliability Assurance

1.9-219 Location of Descriptions for Additional TMI-Related Requirements in the FSAR

1.9-220 Evaluations of NRC Generic Communications Issued Since March 2007 Revision of NUREG-0800



Part 2, FSAR

LIST OF TABLES (Continued)

Number Title

Revision 31-v

1.10-201 Hazards Posed on Operating Units During Construction of New Units


Part 2, FSAR

Revision 31-vi

LIST OF FIGURES

Number Title

1.2-1R Comanche Peak Units 3 & 4 Site Plan

1.2-2R Deleted

1.2-201 Ultimate Heat Sink and ESW Pipe Tunnel Plan View

1.2-202 ESW Pipe Tunnel Sectional View A-A

1.2-203 Ultimate Heat Sinks A and B at Elevation 791’-0” - Plan View



1.2-206 Ultimate Heat Sinks A and B - Sectional Views

1.2-207 Ultimate Heat Sinks C and D at Elevation 791’-0” - Plan View



1.2-210 Ultimate Heat Sinks C and D - Sectional Views


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Revision 31-vii

ACRONYMS AND ABBREVIATIONS

A/B auxiliary building

AAC alternate alternating current

AAS automatic actuation system

ABDP A/B equipment drain sump pump

ABVS auxiliary building ventilation system

ac alternating current

AC/B access building

AC/PS ac power system

ACC accumulator

ACCW auxiliary component cooling water

ACCWS auxiliary component cooling water system

ACI American Concrete Institute

ACL accident class

ACNSPDS ac non-safety power distribution system

ADS automatic depressurization system

AECS auxiliary equipment control system

AEES annulus emergency exhaust system

AFC automatic frequency control

AFD axial flux difference

Ag-In-Cd silver-indium-cadmium

AHU air handling unit

AISC American Institute of Steel Construction

AISI American Iron and Steel Institute

ALARA as low as reasonably achievable

ALHR average linear heat rate

ALR automatic load regulator

ALWR advanced light-water reactor

AMSAC ATWS mitigation system actuation circuitry

ANL Argonne National Laboratory

ANS American Nuclear Society

ANSI American National Standards Institute

AO axial offset

AOO anticipated operational occurrence

AOP abnormal operating procedure

API American Petroleum Institute

APWR advanced pressurized water reactor


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Revision 31-viii

ARMS area radiation monitoring system

ARO all rods out

ARS acceleration response spectra

ASCE American Society of Civil Engineers

ASD Allowable Stress Design

ASEP accident sequence evaluation program

ASME American Society of Mechanical Engineers

ASSS auxiliary steam supply system

AST alternative source term

ASTM American Society for Testing and Materials

ATC automatic turbine control

ATWS anticipated transient without scram

AVR auto voltage regulator

AVR/ALR auto voltage regulator/automatic load regulator system

AVT all volatile treatment

AWS American Welding Society

B.A. boric acid

B/A boric acid

BA burnable absorber

BAC bounding analysis curve

BAP boric acid transfer pump

BAS boric acid system

BAT boric acid tank

BBR BBR VT International Ltd

BD blowdown

BDB beyond design basis

BE best estimate

BEF best estimate flow

BHEP basic human error probability

BHN Brinell hardness number

BISI bypassed and inoperable status indication

BNL Brookhaven National Laboratory

BOC beginning-of-cycle

BOL beginning-of-life

BOP balance of plant

BRL Ballistics Research Laboratory

ACRONYMS AND ABBREVIATIONS (Continued)


Part 2, FSAR

Revision 31-ix

BRS boron recycle system

BTP branch technical position

BTU british thermal unit

BWR boiling water reactor

BWROG boiling water reactor owners' group

C/V containment vessel

CAGI Compressed Air and Gas Institute

CAGS compressed air and gas system

CAMS containment atmosphere monitoring system

CAOC constant axial offset control

CAS central alarm station

CASS compressed air supply system

CAV cumulative absolute velocity

CB circuit breaker

CBP computer-based procedure

CBS condenser water box vacuuming priming system

CC control cubicle

CCDP conditional core damage probability

CCF common cause failure

CCFP conditional containment failure probability

CCVT coupling capacitor voltage transformer

CCTV closed captioned television

CCW component cooling water

CCWP component cooling water pump

CCWS component cooling water system

CCWT component cooling water train

CD complete dependence

CDF core damage frequency

CDR Certified Design Report

CDS condensate system

CEDE committed effective dose equivalent

CET containment event tree

CF core flooding

CFCS containment fan cooler system

CFD computational fluid dynamics

CFR Code of Federal Regulations



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Revision 31-x

CFS condensate and feedwater system

CGS compressed gas supply system

CHF critical heat flux

CHP charging pump

CHR cooling water/hot water return

CHS containment hydrogen monitoring and control system

CI containment isolation

CIS containment internal structure

CIV containment isolation valve

CMMS Computerized Maintenance Management System

CMT chemical mixing tank

CMTR Certified Material test Report

COC certificate of compliance

COL Combined License

COLA Combined License Application

COLR core operating limits report

COMM communication

COT channel operational test

CPET containment phenomenological event tree

CPG containment performance goal

CPNPP Comanche Peak Nuclear Power Plant

CPS condensate polishing system

CPU central processing unit

Cr chromium

CRDM control rod drive mechanism

CRDMCS control rod drive mechanism control system

CRDS control rod drive system

CRE control room envelope

CRHS control room habitability system

CRMP configuration risk management program

CS containment spray

CS/RHR containment spray/residual heat removal

CS/RHRS containment spray/residual heat removal system

CSA channel statistical accuracy

CSDRS certified seismic design response spectra

CSET containment system event tree



Part 2, FSAR

Revision 31-xi

CSNI Committee on the Safety of Nuclear Installations

CSS containment spray system

CSTF condensate storage and transfer facilities

CT compact tension

CTW cooling tower

CV control valve

CVCS chemical and volume control system

CVDP C/V reactor coolant drain pump

CVDT containment vessel reactor coolant drain tank

CVN charpy v-notch

CVTR Carolinas-Virginia Tube Reactor

CVVS containment ventilation system

CWS circulating water system

DAAC diverse automatic actuation cabinet

DAS diverse actuation system

DBA design-basis accident

DBE design-basis event

DBFL design-basis flooding level

DBPB design-basis pipe break

dc direct current

DC/PS dc power system

DCD Design Control Document

DCH direct containment heating

DCS Data communication system

DDE deep dose equivalent

DDT deflagration to detonation transition

DE Dose equivalent

DEGB double-ended guillotine break

DEH digital electro-hydraulic

DF decontamination factor

DFR digital fault recorder

DHP diverse HSI panel

DICS digital instrumentation and control system

DIF dynamic impact factor

DL disconnect link

DLF dynamic load factor



Part 2, FSAR

Revision 31-xii

DMIMS digital metal impact monitoring system

DNB departure from nucleate boiling

DNBR departure from nucleate boiling ratio

DOF degree of freedom

DOP dioctyl phthalate

DOT Department of Transportation

D-RAP design reliability assurance program

DRS storm drain system

DS decontamination system

DSS digital safety system

DTM design team manager

DV depressurization valve

DVI direct vessel injection

DWS demineralized water system

DWTSS demineralized water transfer and storage system

E/O electrical to optical (or optical to electrical)

EAB exclusion area boundary

EAC/PSS emergency ac power supply system

EARWS evacuation alarm and remote warning system

ECC emergency core cooling

ECCS emergency core cooling system

ECOM error of commission

ECP electrical corrosion potential

ECT eddy current test

ECWS essential chilled water system

EDE effective dose equivalent

EDS equipment drain system

EF error factor

EFPD effective full power days

EFH Energy Future Holdings Corp.

EFW emergency feedwater

EFWPAVS emergency feedwater pump area HVAC system

EFWS emergency feedwater system

EH/C electric heating coil

EHGS turbine electro-hydraulic governor control system

EIF electrical interface system



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EMI electromagnetic interference

EOC end-of-cycle

EOF emergency operations facility

EOL end-of-life

EOM error of omission

EOP emergency operating procedure

EOST electrical overspeed trip device

EPG emergency procedure guideline

EPRI Electric Power Research Institute

EPS emergency power source

EQ environmental qualification

EQDP equipment qualification data package

EQSDS equipment qualification summary data sheet

ERAC electrical rigid aluminum conduit

ERCOT Electric Reliability Council of Texas

ERDA Energy Research and Development Administration (now U.S. DOE)

ERDS emergency response data system

ERSC electrical rigid steel conduit

ESF engineered safety features

ESFAS engineered safety features actuation system

ESFVS engineered safety features ventilation system

ESLS electrical system logic system

ESP early site permit

ESQDSR Equipment Qualification Data Summary Report

ESQR Equipment Seismic Qualification Report

ESW essential service water

ESWP essential service water pump

ESWPT essential service water pipe tunnel

ESWS essential service water system

ESX ex-vessel steam explosion

ET event tree

ETAP Electrical Transient Analyzer Program

ETSB effluent treatment system branch

EV elevartor

EX excitation transformer



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Revision 31-xiv

EZB exclusion zone boundary

FA function allocation

FAB feed and bleed

FAC flow-accelerated corrosion

FATT fracture appearance transit temperature

FCV feedwater control valve

FE finite element

Fe iron

FEM finite element method

FHA fire hazard analysis

FHS fuel handling system

FIRS foundation input response spectra

FLB feedwater line break

FLML failure to maintain water level

FMEA failure modes and effects analysis

FO fiber-optic

FP fission product

FPP fire protection program

FPS fire protection system

FR fire-rated

FRA functional requirements analysis

FS fuel system

FSAR Final Safety Analysis Report

FSHS fuel storage and handling system

FSS fire protection water supply system

FT fault tree

FV Fussell Vesely

FVW Fussell Vesely worth

FW feedwater

FWLB feedwater line break

FWS feedwater system

g gravity

GA general arrangement

Gd2O3 gadolinia

GDC General Design Criteria



Part 2, FSAR

Revision 31-xv

GFO governor free operation

GIB gas-insulated bus

GIS gas-insulated switchgear

GLBS generator load break switch

GMAW gas metal arc welding

GMRS ground motion response spectra

GOMS goals, operators, methods, and selection

GS ground switch

GSS gland seal system

GT/B gas turbine building

GT/GS gas turbine generator system

GTAW gas tungsten arc welding

GTG gas turbine generator

GTPS generator transformer protection system

GWMS gaseous waste management system

HA human action

HAZ heat-affected zone

HCI hydrochloric acid

HCLPF high confidence of low probability of failure

HCS generator hydrogen and CO2 system

HD high dependence

HDSR historical data storage and retrieval

HE human error

HED human engineering discrepancy

HEI Heat Exchange Institute

HELB high-energy line breaks

HEP human error probability

HEPA high-efficiency particulate air

HF human factors

HFE human factors engineering

HFEVTM HFE V&V team manager

HFP hot full power

HHI high head injection

HHIS high-head injection system

HI hydriodic acid

HIS hydrogen ignition system

HJTC heated junction thermocouple



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Revision 31-xvi

HMS hydrogen monitoring system

HNO3 nitric acid

HPME high pressure melt ejection

HPT high-pressure turbine

HRA human reliability analysis

HRC Rockwell C hardness

HSI human-system interface

HSIS human-system interface system

HSLA high strength low alloy

HSS high safety significance

HSSC highly safety significant component

HT holdup tank

HV high voltage

HVAC heating, ventilation, and air conditioning

HX heat exchanger

HZP hot zero power

I&C instrumentation and control

I/F interface

I/O input/output

IAS instrument air system

IBC International Building Code

ICC inadequate core cooling

ICCC incore control component

ICDP incremental core damage probability

ICIGS incore instrument gas purge system

ICIS incore instrumentation system

ICS instrumentation and control system

IDLH immediately dangerous to life and heaith

IE initiating event

IEEE Institute of Electrical and Electronics Engineers

IFPRA Internal flood probalistic risk assessment

IG implementation guideline

IGA intergranular attack

IHL induced hot leg rupture

ILRT integrated leak rate test

INPO Institute of Nuclear Power Operations



Part 2, FSAR

Revision 31-xvii

IOE industry operating experience

IPB isolated phase busduct

IPE individual plant examination

ISA Instrumentation, Systems, and Automation Society

ISI inservice inspection

ISLH inservice leak and hydrostatic

ISM independent support motion

ISO International Standards Organization

ISRS in-structure response spectra

IST inservice testing

ITAAC inspections, tests, analyses, and acceptance criteria

ITC isothermal temperature coefficient

ITP initial test program

ITS industrial television system

ITV industrial television

IV intercept valve

JAERI Japan Atomic Energy Research Institute

JAPEIC Japan Power Engineering and Inspection Corporation

J-APWR Japanese - Advanced Pressurized Water Reactor

JNES Japan Nuclear Energy Safety Organization

JRC Joint research Centre

JSME Japan Society of Mechanical Engineers

KZK Kernforschungszentrum Karlsruhe

LB lower bound

LBB leak before break

LBLOCA large break loss of coolant accident

LC load center

LCO limiting condition for operation

LCS local control station

LD low dependence

LDP large display panel

LER licensee event report

LERF large early release frequency

LHR linear heat rate

LHSI low-head safety injection

LiOH lithium hydride



Part 2, FSAR

Revision 31-xviii

LOCA loss-of-coolant accident

LOESW loss of essential service water

LOF left-out-force

LOFF loss of feedwater flow

LOOP loss of offsite power

LOP loss of power

LPDS large panel display (LPD) system

LPMS loose parts monitoring system

LPSD low-power and shutdown

LPT low-pressure turbine

LPZ low-population zone

LRB last rotation blade

LRF large release frequency

LRT leakage rate testing

LS lighting system

LSS low safety significance

LSSS limiting safety system settings

LTOP low temperature overpressure protection

Luminant Luminant Generation Company LLC

LV low voltage

LWMS liquid waste management system

LWR light-water reactor

M signal main control room isolation signal

M/D motor-driven

M/G motor generator

MAAP modular accident analysis program

MACCS2 MELCOR accident Consequence Code system 2

MCC motor control center

MCCB molded case circuit breaker

MCCI molten core concrete interaction

MCES main condenser evacuation system

MCP main coolant piping

MCR main control room

MCREFS main control room emergency filtration system

MCRVS main control room HVAC system

MD movable neutron detector

MDF mechanical design flow



Part 2, FSAR

Revision 31-xix

MELB moderate-energy line break

MELCO Mitsubishi Electric Corporation

MFBRV main feedwater bypass regulation valve

MFCV main feedwater check valve

MFIV main feedwater isolation valve

MFRV main feedwater regulation valve

MFW main feedwater

MFWS main feedwater system

MSDIV main steam drain line isolation valve

MG main generator

MGL multiple greek letter

MHI Mitsubishi Heavy Industries, Ltd.

MLOCA medium pipe break LOCA

MLS maintenance lifting system

MMF minimum measured flow

MMI man-machine-interface

MN mega Newton

MNES Mitsubishi Nuclear Energy Systems, Inc.

MoS2 molybdenum disulfide

MOST mechanical overspeed trip devices (turbine)MOV motor operated valve

MS main steam

MSBIV main steam bypass isolation valve

MSCV main steam check valve

MSDV main steam depressurization valve

MSFWS main steam and feedwater system

MSIV main steam isolation valve

MSLB main steam line break

MS/R moisture separator reheater

MSR maximum steaming rate

MSRV main steam relief valve

MSRVBV main steam relief valve block valve

MSS main steam supply system

MSS-SP Manufacturer Standardization Society-Standard Practice

MSSV main steam safety valve



Part 2, FSAR

Revision 31-xx

MT main transformer

MTC moderator temperature coefficient

MTCDS main turbine control and diagnostic system

MTCV main turbine control valves

MTS main transmission system

MTSV main turbine stop valve

MTTR mean time to repair

MV medium voltage

N Center Nuclear Energy Systems Engineering Center

N/A not applicable

N/ELS normal/emergency lighting system

NaTB sodium tetraborate decahydrate

NCIG National Construction Issues Group

NDE nondestructive examination

NDRC National Defense Research Committee

NDS non-radioactive drain system

NDTT nil ductility transition temperature

NEC National Electric Code

NEI Nuclear Energy Institute

NEMA National Electrical Manufacturer Association

NESH Nuclear Energy Systems Headquarters

NFPA National Fire Protection Association

NFR new fuel rack

NGR neutral grounding resistor

NGVD 29 National Geodetic Vertical Datum of 1929

NGHS noble gas holdup system

NIS nuclear instrumentation system

NIST National Institute of Standards and Technology

NLS normal lighting system

non-ECWS non-essential chilled water system

non-ESW non-essential service water

NPGS nuclear power generating stations

NPS nominal pipe size

NPSH net positive suction head

NQA nuclear quality assurance



Part 2, FSAR

Revision 31-xxi

NR neutron reflector

NRC U.S. Nuclear Regulatory Commission

NRCA non-radiological controlled area

NRDS non-radioactive drain system

NS non-seismic

NSSS nuclear steam supply system

NUMARC Nuclear Management and Resources Council

NUREG NRC Technical Report Designation (Nuclear Regulatory Commission)

O/B outside building

OBE operating-basis earthquake

OC operator console

OD outside diameter

ODCM offsite dose calculation manual

ODSCC/IGA outside diameter stress corrosion cracking/intergranular attack

OECD Organization for Economic Cooperation and Development

OEM original equipment manufacturer

OEPS onsite electrical power system

OER operating experience review

O/H overhead

OHLHL overhead heavy load handling system

OLM on-line maintenance

OLTC on-load tap changer

OMCS off-microwave communication system

OMS operation and monitoring system

Oncor Oncor Electric Delivery Company LLC

OP over-pressure

OP∆T over power delta-T

OPC overspeed protection controller

OPDMS on-line power distribution monitoring system

OPS offsite power system

OPSDS onsite power system distribution system

O-RAP operational reliability assurance program

ORE occupational radiation exposure

ORIGEN2 buildup, decay, and processing of radioactive materials calculation code (ORNL)



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ORNL Oak Ridge National Laboratory

OS operating system

OSD operational sequence diagram

OT over temperature

OT∆T over temperature delta-T

OTPS over Temperature delta-T protection system

OTS offsite transmission systems

OVDR over-drain

P signal containment isolation signal

P&ID piping and instrumentation diagram

P/T pressure and temperature

PA postulated accident

PABX private automatic branch telephone exchange

PAM post accident monitoring

PASS post accident sampling system

PAW plasma arc welding

PC plant condition

PCCV prestressed concrete containment vessel

PCMI pellet/cladding mechanical interaction

PCMS plant control and monitoring system

PCT peak cladding temperature

PDS plant damage state

PERMS process effluent radiation monitoring and sampling system

PGA peak ground acceleration

PGS plant gas systems

PGSS primary gaseous sampling system

PHT RCP purge water head tank

PIV pressure isolation valve

PLHR peak linear heat rate

PLS plant lighting system

PLSS primary liquid sampling system

PM project manager

PMF probable maximum flood

PMP probable maximum precipitation

PMW primary makeup water

PMWS primary makeup water system

POL problem oriented language



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Revision 31-xxiii

POS plant operational state

POV power-operated valve

PPASS process and post-accident sampling systems

PPS preferred power supply

PRA probabilistic risk assessment

PRDF probabilistic risk assessment fundamental

PRDS pressurizer and relief discharge system

PRS pressure relief system

PRSV pressurizer safety valve

PRT pressurizer relief tank

PS Prestress

PS/B power source building

PSB power systems branch

PSF performance shaping factor

PSFSV power source fuel storage vault

PSI preservice inspection

PSMS protection and safety monitoring system

PSS process and post-accident sampling system

PST preservice testing

PSWS potable and sanitary water system

PT liquid penetrant examination method

PTFE polytetrafluoroethylene

PTLR pressure and temperature limits report

PTS pressurized thermal shock

PUCT Public Utility Commission of Texas

PWR pressurized-water reactor

PWSCC primary water stress corrosion cracking

QA quality assurance

QAP quality assurance program

QAPP quality assurance project plan

QAPD quality assurance program document

QPTR quadrant power tilt ratio

R/B reactor building

RADTRAD radionuclide transport, removal, and dose

RAI request for additional information

RAP reliability assurance program

RAT reserve auxiliary transformer



Part 2, FSAR

Revision 31-xxiv

RAW risk achievement worth

RCA radiological controlled area

RCC rod control cluster

RCCA rod cluster control assembly

RCCS reactor cavity cooling system

RCDT reactor coolant drain tank

RCL reactor coolant loop

RCP reactor coolant pump

RCPB reactor coolant pressure boundary

RCS reactor coolant system

REA rod ejection accident

RESAR reference safety analysis report

RF recovery factors

RFI radio frequency interference

RFT resin fill tank

RG Regulatory Guide

RHR residual heat removal

RHRS residual heat removal system

RIA reactivity initiated accident

RICT risk-informed completion time

RIM required input motion

RIS Regulatory Issue Summary

RLE review level earthquake

RMAT risk management action time

RMS radiation monitoring system

RMTS risk-managed technical specifications

RO reactor operator

RPI rod position indication

RPS reactor protection system

RPV reactor pressure vessel

RRS required response spectra

RRW risk reduction worth

RSC remote shutdown console

RSR remote shutdown room

RSS remote shutdown system

RSSS reactor safety shutdown system

RSV reheat stop valve



Part 2, FSAR

Revision 31-xxv

RT reactor trip

RTB reactor trip breaker

RTD resistance temperature detector

RTDP revised thermal design procedure

RTNDT reference nil ductility temperature

RTNSS regulatory treatment of non safety-related systems

RTP rated thermal power

RTPTS reference pressurized thermal shock temperature

RTS reactor trip system

RV reactor vessel

RVH reactor vessel head

RVR reactor vessel rupture

RVWL reactor vessel water level

RWMS radioactive waste management system

RWP refueling water recirculation pump

RWS refueling water storage system

RWSAT refueling water storage auxiliary tank

RWSP refueling water storage pit

RWSPVS refueling water storage pit vent system

RY reactor-year

S signal safety injection signal

SA severe accident

SAFDL specified acceptable fuel design limits

SAM seismic anchor motion

SAMA severe accident mitigation alternative

SAMDA severe accident mitigation design alternative

SAMG severe accident management guideline

SAS secondary alarm station

SAT systems approach to training

SAW submerged arc weld

SBLOCA small break loss of coolant accident

SBO station blackout

SC steel concrete

SCADA supervisory control and data acquisition

SCAVS safeguard component area HVAC system

SCIS secondary side chemical injection system

SCR Squaw Creek Reservoir



Part 2, FSAR

Revision 31-xxvi

SDCV spatially dedicated continuously visible

SDM shutdown margin

SDV safety depressurization valve

sec second, seconds

SECY Secretary of the Commission, Office of the (NRC)

SEI Structural Engineering Institute

SER significant event report

SFCP Surveillance Frequency Control Program

SFDP safety function determination program

SFP spent fuel pit

SFPC spent fuel pit cooling

SFPCS spent fuel pit cooling and purification system

SG steam generator

SGBDS steam generator blowdown system

SGBSS steam generator blowdown sampling system

SGTR steam generator tube rupture

SGWFCV steam generator water filling control valve

SI safety injection

SIP safety injection pump

SIS safety injection system

SL safety limit

SLB steam line break

SLBO steam line break/leak outside containment

SLOCA small pipe break LOCA

SLS safety logic system

SMA seismic margin analysis

SMACNA Sheet Metal and Air Conditioning Contractors National Association

SMAW shielded metal arc weld

SNL Sandia National Laboratories

SOER significant operating experience report

SOR senior reactor operator

SORV stuck-open relief valve

SPCS steam and power conversion system

SPDS safety parameter display system

SPLB NRC plant systems branch



Part 2, FSAR

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SPS sound powered system

SQR Seismic Qualification Report

SR surveillance requirement

SRHV spent resin holding vessel

SRM staff requirements memorandum

SRO senior reactor operator

SRP Standard Review Plan

SRSS square root sum of the squares

SRST spent resin storage tank

SRV safety relief valve

SS stainless steel

SSA signal selection algorithm

SSAS station service air system

SSC structure, system, and component

SSE safe-shutdown earthquake

SSEA safe-shutdown earthquake anchor

SSEI safe-shutdown earthquake inertia loads

SSI soil-structure interaction

SSS secondary sampling system

SST station service transformer

STA shift technical advisor

STDP standard thermal design procedure

SV (main) stop valve

SW service water

SWMS solid waste management system

T/B turbine building

T/D turbine driven

T/G turbine generator

TADOT trip actuating device operational test

Tavg average temperature

TBD to be determined

TBE thin bed effect

TBS turbine bypass system

TBV turbine bypass valve

TC thermocouple

TCEH Texas Competitive Electric Holdings

TCEQ Texas Commission on Environmental Quality



Part 2, FSAR

Revision 31-xxviii

Tcold cold temperature

TCS turbine component cooling water system

TD theoretical density

TDC thermal diffusion coefficient

TDF thermal design flow

TDS total dissolved solids

TEDE total effective dose equivalent

T-H thermal hydraulic

THERP technique for human error rate prediction

Thot hot temperature

TIG tungsten inert gas

TI-SGTR temperature induced steam generator tube rupture

TMI Three Mile Island

TPDES Texas Pollutant Discharge Elimination System

TPS turbine protection system

TRANS general transients

Tref reference temperature

TRS test response spectrum

TS technical specification

TS telecommunication system

TSC technical support center

TSCVS technical support center (TSC) HVAC system

TSIS turbine supervisory instrument system

TSP transmission service provider

TT thermal treatment

TVS turbine building area ventilation system

U.S. United States

UAT unit auxiliary transformer

UB upper bound

UCC underclad cracking

UFSAR Updated Final Safety Analysis Report

UG underground

UHS ultimate heat sink

UHSRS ultimate heat sink related structures

UHSS ultimate heat sink system

UPS uninterruptible power supply

URD Utility Requirement Document



Part 2, FSAR

Revision 31-xxix

US, U.S. United States

USA United States of America

USE upper shelf energy

USM uniform support motion

UT ultrasonic examination method

UTS ultimate tensile strength

UV/IR ultraviolet/infrared

V&V verification and validation

VA vital area

VAC volts alternating current

VAS auxiliary building ventilation system

VCS containment ventilation system

VCT volume control tank

VDU visual display unit

VE vital equipment

VFTP ventilation filter testing program

VRS engineered safety features ventilation system

Vs shear wave velocity

VSL VSl International, ltd.

VT voltage transformer

VWO valve wide open

VWS chilled water system

WCAP Westinghouse Commercial Atomic Power (report)

WG water gauge

WHP waste holdup tank pump

WHT waste holdup tank

WMS waste management system

WMT waste monitor tank

WPS welding procedure specifications

wt weight

Xfm transformer

ZD zero dependency

ZOI zone of influence

ZPA zero period acceleration

ΔT delta temperature (temperature difference or change)



Part 2, FSAR

Revision 31.1-1

1.0 INTRODUCTION AND GENERAL DESCRIPTION OF THE PLANT

1.1 INTRODUCTION

This section of the referenced Design Control Document (DCD) is incorporated by reference with the following departures and/or supplements.

Add the following paragraphs at the end of DCD Section 1.1.

This Final Safety Analysis Report (FSAR) describes the design, construction, and operation of a two-unit nuclear power plant designated as the Comanche Peak Nuclear Power Plant (CPNPP) Units 3 and 4. The design information provided demonstrates that CPNPP Units 3 and 4 can be constructed and operated without undue risk to the health and safety of the public.

The Combined License (COL) Applicant for CPNPP Units 3 and 4 is Luminant Generation Company LLC (Luminant), a subsidiary of Energy Future Holdings Corp.(EFH). Luminant has corporate responsibility for the design, engineering, construction, licensing, operation, procurement, quality assurance (QA), and fuel management for CPNPP Units 3 and 4.

Portions of the information required for this FSAR are incorporated by reference from the US-APWR DCD revision 3 as identified in Section 1.6. Those portions are identified by solid horizontal lines in this FSAR. Unless otherwise specified, reference to the DCD refers to Tier 2 information and includes the references to the sensitive unclassified non-safeguards information (including proprietary information) and safeguards information, identified in the portions of the US-APWR DCD which are incorporated by reference in the CPNPP FSAR. Such DCD information is included in this combined license application in the same manner as it is included in the US-APWR DCD, i.e., references in the DCD are included as references in the FSAR and material incorporated by reference into the DCD is incorporated by reference into the FSAR. Appropriate agreements are in place to provide for possession (including constructive possession) and rights to use by the licensee of the withheld sensitive unclassified non-safeguards information (including proprietary information) and safeguards information referenced in the US-APWR DCD for the life of the project.

In cases where a section is incorporated without the need for further information, the following standard language is used: “This section of the referenced DCD is incorporated by reference with no departures or supplements.”

1. In cases where a section is incorporated by reference with additional information provided in the FSAR, the following standard language is used: “This section of the referenced DCD is incorporated by reference with the following departures and/or supplements.”

CP SUP 1.1(1)


Part 2, FSAR

Revision 31.1-2

Information that is added to a section that is incorporated by reference is identified as either a departure or a supplement.

1.1.1 Plant Location

Replace the last sentence in DCD Subsection 1.1.1 with the following.

The Comanche Peak Units 3 and 4 site is located in Somervell County in north central Texas, about 65 miles southwest of the Dallas-Fort Worth metropolitan area. Already located on the site are two existing nuclear power plants, designated as CPNPP Unit 1 (Operating License NPF-87) and Unit 2 (Operating License NPF-89).

1.1.5 Schedule

Replace the entire text in DCD Subsection 1.1.5 with the following.

In accordance with Regulatory Guide 1.206, Luminant will provide the construction and startup schedules after issuance of the COL and when a final decision to construct the plant has been made.

1.1.6.1 Regulatory Guide 1.206

Add the following text to the end of DCD Subsection 1.1.6.1.

This FSAR generally follows the US-APWR DCD organization and numbering. Some organization and numbering differences are adopted where necessary to include additional material. Any exceptions are identified with the appropriate left margin notation as discussed below.

The standard left margin notations used in the FSAR, and descriptions of each, are as follows:

• STD DEP X.Y(#) - FSAR information that departs from the generic DCD and is common to all COL applicants referencing the generic DCD. Each standard departure is numbered separately based on the applicable section down to the X.Y level, e.g., STD DEP 1.2(1).

CP COL 1.1(2)

CP COL 1.1(1)

CP SUP 1.1(2)


Part 2, FSAR

Revision 31.1-3

• CP DEP X.Y (#) - FSAR information that departs from the generic DCD and is plant-specific. Each departure item is numbered separately based on the applicable section down to the X.Y level, e.g., CP DEP 1.2(1).

• STD COL X.Y(#) - FSAR information that addresses a DCD COL Information item and is common to all COL applicants referencing the generic DCD. Each COL item is numbered as identified in DCD Table 1.8-2 and applicable sections, e.g., STD COL 1.2(1). This annotation may be used in case of the replacement of the DCD information that contains CDI information when applicable COL item exists.

• CP COL X.Y(#) - FSAR information that addresses a DCD COL Information item and is plant-specific. Each COL item is numbered as identified in DCD Table 1.8-2 and applicable sections, e.g., CP COL 1.2(1). This annotation may be used in case of the replacement of the DCD information that contains CDI information when applicable COL item exists.

• STD SUP X.Y(#) - FSAR information that supplements the material in the DCD and is common to all COL applicants referencing the generic DCD. Each SUP item is numbered separately at an appropriate section level, e.g., STD SUP 1.2(1).

• CP SUP X.Y(#) - FSAR information that supplements the material in the DCD and is plant-specific. Each SUP item is numbered separately at an appropriate section level, e.g., CP SUP 1.2(1).

• STD CDI - FSAR information that addresses DCD conceptual design information (CDI) and is common to all COL applicants referencing the generic DCD. When the applicable COL item does not exist, this annotation is used and is not numbered.

• CP CDI - FSAR information that addresses DCD conceptual design information (CDI) and is plant-specific. When the applicable COL item does not exist, this annotation is used and is not numbered.

1.1.6.3 Text, Tables, and Figures

Add the following text at the end of DCD Subsection 1.1.6.3.

FSAR tables, figures, and references are numbered in the same manner as in the DCD, but the first new FSAR item is numbered as 201, the second 202, the third 203, and consecutively thereafter. When a table, figure, or reference in the DCD is changed, the change is appropriately annotated in the left margin as identified

STD SUP 1.1(3)


Part 2, FSAR

Revision 31.1-4

above. New appendices are included in the FSAR with letter designations following the pertinent chapter, e.g., Appendix 1AA.

When it provides greater contextual clarity, an existing DCD table or figure is revised by adding new information to the table or figure and replacing the DCD table or figure with a new one in the FSAR. In such an instance, the revised table or figure clearly identifies the information being added, and retains the same numbering as in the DCD, but the table or figure number is revised to end with the designation "R" to indicate that the table or figure has been revised and replaced. For example, revised "Table 1.2-1" becomes "Table 1.2-1R.” New and revised tables and figures are labeled in the left margin as standard or plant-specific departures, supplements, etc., as described in Subsection 1.1.6.1. Generally, only those sheets of the tables or figures on which COL information is provided are physically included in the COL application.

1.1.6.7 Combined License Information

Replace the content of DCD Subsection 1.1.6.7 with the following.

1.1(1) Estimated schedule

This COL item is addressed in Subsection 1.1.5.

1.1(2) Plant location

This COL item is addressed in Subsection 1.1.1.

CP COL 1.1(1)

CP COL 1.1(2)


Part 2, FSAR

Revision 31.2-1

1.2 GENERAL PLANT DESCRIPTION

This section of the referenced DCD is incorporated by reference with the following departures and/or supplements.

1.2.1.5.4.4 Water Systems

Add the following paragraph at the end of DCD Subsection 1.2.1.5.4.4.

Ultimate heat sink - The ultimate heat sink (UHS) is comprised of cooling towers (CTWs), basins, transfer pumps, piping, valves, and instrumentation. The system provides the capability to remove heat from the essential service water system (ESWS).

The UHS satisfies the following design requirements:

• The UHS is designed to perform safety-related functions assuming a single failure in one train, with another train out of service for maintenance.

• The UHS consists of four independent trains. Each train includes a mechanical draft cooling tower, a basin, and a transfer pump.

• The UHS is designed to cool the heated service water by the forced airflow in the mechanical draft cooling towers, and return the water to the basin.

• The UHS is designed to provide sufficient cooling capacity during normal, transient, and accident operating conditions, for the safe operation and orderly shutdown of the plant. The maximum supply water temperature from the UHS is 95 °F under the peak heat loads condition.

• Each basin provides 33-1/3 percent of the combined inventory for the 30-day storage capacity, to satisfy the recommendation of Regulatory Guide (RG) 1.27.

• A transfer pump is provided in each basin to allow transfer of water between basins and thus permit full utilization of the total water inventory in three basins, assuming the most limiting single active failure with another train out of service for maintenance.

• The mechanical draft cooling towers and the transfer pumps are powered from the safety buses so safety-related functions are maintained during a loss of offsite power (LOOP).

STD COL 1.8(1)


Part 2, FSAR

Revision 31.2-2

1.2.1.5.6 Electric Power

Replace the last sentence of the first paragraph in DCD Subsection 1.2.1.5.6 with the following.

Generator output voltage is stepped up to 345 kV and transmitted through overhead transmission lines to the plant switching station, where distribution to the transmission system is accomplished. Four 345 kV transmission lines connect the plant switching station to the transmission grid.

1.2.1.6 Site Characteristics

Replace the second paragraph in DCD Subsection 1.2.1.6 with the following.

The site characteristics are addressed in Chapter 2. The site plan is shown in Figure 1.2-1R.

Replace the fourth sentence of the third paragraph in DCD Subsection 1.2.1.6 with the following.

The configuration of the ultimate heat sink and related structures is addressed in Subsections 1.2.1.5.4.4 and 1.2.1.7.2.8. Each UHS and related structure is located on the north side of the reactor building.

Replace the last sentence of the third paragraph in DCD Subsection 1.2.1.6 with the following.

The plant switching station is located approximately half a mile southwest of CPNPP Units 3 and 4, and the switchyard area is located on the south side of each turbine building as depicted in Subsection 8.2.1.2.1.

CP COL 1.8(1)

STD COL 1.2(1)

CP COL 1.2(1)

CP COL 1.2(1)


Part 2, FSAR

Revision 31.2-3

1.2.1.7.1 General Plant Arrangement

Add the following text at the end of first paragraph in DCD Subsection 1.2.1.7.1.

In addition, the UHS is the major site-specific structure.

Replace the first sentence of the second paragraph in DCD Subsection 1.2.1.7.1 with the following.

The outline and the arrangement of CPNPP Units 3 and 4 are shown in Figure 1.2-1R.

Add the following text after the first sentence of the third paragraph in DCD Subsection 1.2.1.7.1.

The UHS is designed and constructed as a safety-related structure, to the requirements of seismic category I, as defined in RG 1.29.

Replace the last sentence in DCD Subsection 1.2.1.7.1 with the following.

The general arrangement drawings for the CPNPP Units 3 and 4 are provided in Figures 1.2-2 through 1.2-51, as well as Figures 1.2-201 through 1.2-210.

The design plant grade in the DCD is 2’-7”, whereas the nominal plant grade elevation for CPNPP Units 3 and 4 is National Geodetic Vertical Datum of 1929 (NGVD 29) Elevation 822’-0”; therefore, DCD elevations are to be increased by 819’-5” to be actual site elevations. The nominal plant grade floor elevation for design is NGVD 29 Elevation 822’-0” and corresponds to DCD Elevation 2’-7”. The actual plant grade floor elevation varies to accommodate floor slope and layout requirements.

Add the following new subsection after DCD Subsection 1.2.1.7.2.7.

1.2.1.7.2.8 Ultimate Heat Sink Related Structures

The ultimate heat sink related structures (UHSRS) are seismic category I structures that connect to the essential service water pipe tunnel (ESWPT).

Each UHSRS consists of a cooling tower enclosure, UHS essential service water (ESW) pump house and a UHS basin.

STD COL 1.8(1)

CP COL 1.2(1)

STD COL 1.8(1)

CP COL 1.8(1)

CP SUP 1.2(1)

CP COL 1.8(1)


Part 2, FSAR

Revision 31.2-4

Each UHS ESW pump house contains one safety-related pump and one UHS transfer pump. The UHS ESW pump house ventilation system maintains environmental conditions to UHS ESW pump house that meet the design requirements during normal, transient, and accident operating conditions, for the safe operation and orderly shutdown of the plant.

1.2.2 Combined License Information

Replace the content of DCD Subsection 1.2.2 with the following.

1.2(1) Site-specific site plan

This COL item is addressed in Subsections 1.2.1.6 and 1.2.1.7.1 and Figure 1.2-1R.

CP COL 1.2(1)STD COL 1.2(1)

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Revision 31.2-8


Part 2, FSAR

Security-Related Information – Withheld Under 10 CFR 2.390(d)(1)

(SRI)

Figure 1.2-201 Ultimate Heat Sink and ESW Pipe Tunnel Plan ViewCP COL 1.8(1)

Revision 31.2-9


Part 2, FSAR

Security-Related Information – Withheld Under 10 CFR 2.390(d)(1)

(SRI)

Figure 1.2-202 ESW Pipe Tunnel Sectional View A-ACP COL 1.8(1)

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Part 2, FSAR

Revision 31.3-1

1.3 COMPARISON WITH OTHER FACILITIES

This section of the referenced DCD is incorporated by reference with no departures or supplements.


Part 2, FSAR

Revision 31.4-1

1.4 IDENTIFICATION OF AGENTS AND CONTRACTORS


1.4.1 Applicant/Program Manager

Insert the following paragraphs before first paragraph in DCD Subsection 1.4.1.

Luminant Generation Company LLC (Luminant) is a subsidiary of Energy Future Holdings Corp., and is the applicantfor the design, engineering, construction, licensing, operation, quality assurance (QA), and fuel management for CPNPP Units 3 and 4. Luminant is also the owner and operator of CPNPP Units 1 and 2, and its corporate predecessor was responsible for construction of Units 1 and 2.

EFH (formerly TXU Corp.) conducts the operations principally through Texas Competitive Electric Holdings (TCEH) and Oncor Electric Delivery Company LLC (Oncor) subsidiaries. TCEH is a holding company for subsidiaries engaged in competitive electricity market activities largely in Texas, including Luminant, which is engaged in electricity generation, development and construction of new generation facilities, wholesale energy sales and purchases, and commodity risk management and trading activities, and TXU Energy, which is engaged in retail electricity sales. Oncor is engaged in regulated electricity transmission and distribution operations in Texas.

Mitsubishi Heavy Industries, Ltd. (MHI) is responsible for developing the overall standard plant design for the US-APWR, supporting COL application development and relevant design, and licensing support for the FSAR and related parts of the COL application.

Add the following subsection after DCD Subsection 1.4.1.

1.4.1.1 Owner of Units 3 and 4

Luminant has established a project company, Comanche Peak Nuclear Power Company LLC (CPNPC), which is the applicant as the owner of CPNPP Units 3 and 4. Luminant is the majority and controlling owner of CPNPC with a minority interest held by Mitsubishi Heavy Industries – Nuclear North America (MHI-NNA), which is a wholly owned subsidiary of Mitsubishi Heavy Industries (MHI).

Luminant has established the CPNPP Unit 3 and 4 Negation Action Plan (see COLA Part 11) to ensure that any foreign ownership of CPNPC does not control or have dominion over decisions regarding safety or security relating to Units 3 and 4.

CP COL 1.4(1)

CP COL 1.4(1)


Part 2, FSAR

Revision 31.4-2

1.4.2.3 Washington Division of URS Corporation

Add the following sentence to the end of first sentence in DCD Subsection 1.4.2.3.

The Washington Division of URS Corporation provides consultation and engineering services in support of the design of the CPNPP Units 3 and 4 site and systems. The Washington Division of URS Corporation has entered into a contract with MHI to provide these services.

Add the following subsections after DCD Subsection 1.4.2.4.

1.4.2.5 Mitsubishi Nuclear Energy Systems, Inc.

Mitsubishi Nuclear Energy Systems, Inc. (MNES) is the primary contractor to Luminant for developing the CPNPP Units 3 and 4 COL Application, and provides overall project management and project control functions, as well as regulatory oversight. Various subcontractors support MNES.

MNES, established in July 2006, is a subsidiary of MHI that serves as a comprehensive business base for MHI's nuclear power business in the U.S., taking orders for new plants and handling business to supply large-size replacement components for existing nuclear power plants.

1.4.2.6 Enercon Services, Inc.

Enercon Services, Inc. is an engineering, environmental, technical, and management services firm providing a broad range of professional services to private and government sector clients throughout the U.S. The primary roles of Enercon Services, Inc are developing the Environmental Report and related FSAR Chapter 2 for CPNPP Units 3 and 4, and providing services in document development and coordination.

1.4.2.7 Other Participants in the Construction

No construction contractors have been identified in this section because an architect engineer, balance of plant supplier and constructor have not been selected at this time. Each contractor will be selected based on the experience in the nuclear industry or equivalent, the relevant experience with engineering, procurement and construction, and the available resources. The identification and technical qualification of the primary contractor for construction will be made available prior to commencement of construction.

CP COL 1.4(1)

CP COL 1.4(1)


Part 2, FSAR

Revision 31.4-3



1.4(1) Identification of major agents, contractors, and participants

This COL item is addressed in Subsections 1.4.1, 1.4.2.3, and 1.4.2.5 through 1.4.2.7.

CP COL 1.4(1)


Part 2, FSAR

Revision 31.5-1

1.5 REQUIREMENTS FOR FURTHER TECHNICAL INFORMATION

This section of the referenced DCD is incorporated by reference with no departures or supplements.


Part 2, FSAR

Revision 31.6-1

1.6 MATERIAL REFERENCED


Add the following text after the last paragraph in DCD Subsection 1.6.

A list of topical reports incorporated by reference as part of the FSAR is shown in Table 1.6-201.

STD SUP 1.6(1)


Part 2, FSAR

Revision 31.6-2

Table 1.6-201

Material Referenced

Report Number TitleFSAR Section

Number

52-021,Docket Number

US-APWR Design Control Document, Rev. 3

All FSAR Chapters

NEI 07-09A Generic FSAR Template Guidance for Offsite Dose Calculation Manual Program Description, Rev.0

11.5

NEI 07-10A Generic FSAR Template Guidance for Process Control Program, Rev.0

11.4

NEI 07-08A Generic FSAR Template Guidance for Ensuring That Occupational Radiation Exposures Are As Low As Is Reasonably Achievable (ALARA), Rev. 0

12.1

NEI 07-03A Generic FSAR Template Guidance for Radiation Protection Program Description, Rev. 0

12.1, 12.5

NEI 08-08A Generic FSAR Template Guidance for Life-Cycle Minimization of Contamination, Rev. 0

12.5

NEI 06-13A Template for an Industry Training Program Description, Rev. 2

13.2

NEI 06-06 Fitness for Duty Program Guidance for New Nuclear Power Plant Construction Sites, Rev. 5

13.7

NEI 06-09 Risk-Managed Technical Specifications (RMTS) Guidelines, Rev. 0

16.1, Chapter 19

NEI 04-10 Risk-Informed Method for Control of Surveillance Frequencies, Rev. 1

16.1, Chapter 19

NEI 06-14A Quality Assurance Program Description, Rev. 7

17.5

NEI 07-02A Generic FSAR Template Guidance for Maintenance Rule Program Description for Plants Licensed Under 10 CFR Part 52, Rev. 0

17.6

CP SUP 1.6(1)


Part 2, FSAR

Revision 31.7-1

1.7 DRAWINGS AND OTHER DETAILED INFORMATION


Add the following text after the last paragraph in DCD Section 1.7.

Table 1.7-201 contains a list of site-specific instrument and control functional diagrams and electrical one-line diagrams. A list of site-specific system drawings is shown in Table 1.7-202.

STD SUP 1.7(1)


Part 2, FSAR

Revision 31.7-2

Note: Figure number with the designation "R" indicates that the figure has been revised and replaced.

Table 1.7-201

Site-Specific I&C Functional and Electrical One-Line Diagrams

Figure

Number(Note) Subject

8.1-1R Simplified One Line Diagram Electric Power System

8.2-202 CPNPP Units 3 & 4 Offsite Power System Key One Line Diagram

8.2-203 Normal PPS Unit Switchyard One Line Diagram

8.2-204 Alternate PPS Unit Switchyard One Line Diagram

8.2-205 Plant Switching Station One Line Diagram

8.2-209 Logic Diagram – 345 kV Reserve Auxiliary Transformer Circuit Breakers

8.2-210 Logic Diagram – 345 kV Main Transformer Circuit Breaker

8.3.1-1R Onsite AC Electrical Distribution System (Sheet 1 of 7) – Main One Line Diagram

8.3.1-1R Onsite AC Electrical Distribution System (Sheet 5 of 7) – Class 1E 480V Buses A and B One Line Diagram

8.3.1-1R Onsite AC Electrical Distribution System (Sheet 6 of 7) - Class 1E 480V Buses C and D One Line Diagram

8.3.1-2R Logic Diagrams (Sheet 2 of 24) - One Line Diagram

8.3.1-2R Logic Diagrams (Sheet 3 of 24) – Non-Class 1E 13.8kV Incoming Circuit Breaker Tripping and Closing

8.3.1-2R Logic Diagrams (Sheet 4 of 24) - Non-Class 1E 6.9kV Incoming Circuit Breaker (N3 and N4 Buses) Tripping and Closing

8.3.1-2R Logic Diagrams (Sheet 5 of 24) - Non-Class 1E 6.9kV Incoming Circuit Breaker (N5 and N6 Buses) Tripping and Closing

8.3.1-2R Logic Diagrams (Sheet 18 of 24) – Class 1E Train A LOOP and LOCA Load Sequencing

8.3.1-2R Logic Diagrams (Sheet 19 of 24) - Class 1E Train B LOOP and LOCA Load Sequencing

8.3.1-2R Logic Diagrams (Sheet 20 of 24) - Class 1E Train C LOOP and LOCA Load Sequencing

8.3.1-2R Logic Diagrams (Sheet 21 of 24) - Class 1E Train D LOOP and LOCA Load Sequencing

CP SUP 1.7(1)


Part 2, FSAR

Revision 31.7-3

Note: Figure number with the designation "R" indicates that the figure has been revised and replaced.

Table 1.7-202

Site-Specific System Drawings

Figure

Number(Note) Subject

9.2.1-1R Essential Service Water System Piping and Instrumentation Diagram

9.2.4-1R Potable and Sanitary Water System Flow Diagram

9.2.4-201 Sanitary Water System Flow Diagram

9.2.5-1R Ultimate Heat Sink System Piping and Instrumentation Diagram

9.3.1-201 Hydrogen and Nitrogen Gas Supply Configuration

9.4-201 Non-Class 1E Electrical Room HVAC System Flow Diagram

9.4-202 Class 1E Electrical Room HVAC System Flow Diagram

9.4-203 UHS ESW Pump House Ventilation System Flow Diagram

9.5.1-201 Fire Protection Water Supply System

9.5.1-202 CPNPP Units 3 & 4 Fire Main System

10.4.5-1R Circulating Water System Piping and Instrumentation Diagram

10.4.5-201 Circulating Water System Piping and Instrumentation Diagram (Site-specific portion)

10.4.8-1R Steam Generator Blowdown System Piping and Instrumentation Diagram (Sheet 1 of 2)

10.4.8-2R Steam Generator Blowdown System Piping and Instrumentation Diagram (Sheet 2 of 2)

10.4.8-201 Steam Generator Blowdown System Piping and Instrumentation Diagram (Site-specific portion)

11.2-201 Liquid Waste Management System

11.3-201 Gaseous Waste Management System

11.4-201 Solid Waste Management System

CP SUP 1.7(1)


Part 2, FSAR

Revision 31.8-1

1.8 INTERFACES FOR STANDARD DESIGN


Replace the first sentence of the fourth paragraph in DCD Section 1.8 with the following.

The site plan is shown on Figure 1.2-1R.

Replace the fifth paragraph in DCD Section 1.8 with the following.

This site plan includes site-specific structures such as the essential service water pipe tunnel, power source fuel storage vaults, and ultimate heat sink-related structures designated as CDI in the DCD. Section 1.2 provides the descriptions and figures for these SSCs. When IBR portion of this application includes CDI designators such as double brackets "[[ ]]" in text and tables and "cloud shape borders" around SSCs and notes in figures, it means that the CDI in DCD is adopted as actual design and the CDI designators are deleted.

Replace the first sentence of the six paragraph in DCD Section 1.8 with the following.

FSAR Table 1.8-1R has columns summarizing the site-specific interface description and providing its location in the FSAR.

Add the following bullets to the end of the last bullet of the sixth paragraph.

Column 5, Description of the Interface in the FSAR: This column summarizes how the interface is met in the FSAR.

Column 6, FSAR Section: This column identifies the FSAR location of the interface description.

Replace the last paragraph in DCD Section 1.8 with the following.

10 CFR 52 clarifies that Tier 2 information in a standard design certification rule does not include CDI and Section C.III.6 of RG 1.206 states that Tier 2 information in a standard design certification application does not include CDI. Therefore, replacement or revision of CDI identified in Table 1.8-1R does not constitute a departure. Additionally, information addressing COL information items identified in Table 1.8-201 and supplemental information (see Subsection 1.1.6.1) that does not change the intent or meaning of the DCD text is not a departure from the DCD.

STD COL 1.8(1)

STD COL 1.8(1)

STD COL 1.8(1)

STD COL 1.8(1)


Part 2, FSAR

Revision 31.8-2

Add the following text after the last paragraph in DCD Section 1.8.

10 CFR 52.79 requires demonstration that interface requirements established for the certified standard design have been met. This section identifies the interfaces between the US-APWR standard plant design and the site-specific design. This COLA, which references the certified US-APWR design, provides design features and characteristics that comply with the interface requirements for the site-specific portion of the facility design in the FSAR. The following subsections describe the site-specific interfaces and the location where the design features for each interface are addressed.

1.8.1.1 Consolidated Combined License Items for the Entire Design Control Document

Replace the second and third paragraphs in DCD Subsection 1.8.1.1 with the following new subsections.

1.8.1.2 Resolution of Combined License Information Items

Table 1.8-201 lists the FSAR location where each COL information item from the DCD is resolved. In addition, this table shows which COL information items are resolved in the Combined License Application (COLA), and which items remain as regulatory commitments, license conditions, and ITAAC.

Each COL information item is categorized and designated according to the following:

1. Operational programs: Operational programs are specific programs that are required by regulations. These programs are described in the FSAR to the extent that the NRC can conclude with reasonable assurance that the program is “fully described” and the implementation milestones of these programs are described in the FSAR in accordance with RG 1.206.

1a. Implementation requirements of other operational programs that the regulations do not address are proposed as “license conditions” associated with the implementation milestones.

1b. Implementation milestones for several of these operational programs addressed in the regulations are proposed as “regulatory commitments” of COL Applicant.

2. Plant procedures: Brief description of the nature and content of these procedures and the schedule for the preparations of these procedures are described in the FSAR. Implementation schedules

STD COL 1.8(1)

STD COL 1.8(2)STD COL 1.8(3)


Part 2, FSAR

Revision 31.8-3

of these procedures are proposed as “regulatory commitments” of COL Applicant.

3. Design information:

3a. Information needed in the COL application to meet the guidelines of RG 1.206, and additional/supplementary information that is available for NRC staff review.

3b. Sufficient design information necessary to the COL application that will be provided in the FSAR updates before the Issuance of the COL is proposed as “regulatory commitments” of COL Applicant.

3c. Design information depending on as-procured/as-built information that will be addressed in the FSAR updates after issuance of the COL, or will be demonstrated under the construction inspection program (except for ITAAC program). The FSAR in the COL application includes commitments and information sufficient for the NRC to conclude its safety evaluation.

4. Detailed schedule information: Detailed schedule information cannot be fixed during the COLA review phase and is subject to change in accordance with the progress of design or construction. Such detailed schedule information is proposed as “regulatory commitments” of COL Applicant.

5. The inspections, tests, analyses, and acceptance criteria (ITAAC): Information that will be verified in the ITAAC.

The column entitled “Resolution Category” in Table 1.8-201 indicates the resolution status of each COL item categorized to 1a, 1b, 2, 3a, 3b, 3c, 4, or 5 as noted above.

1.8.1.3 Summary of Departures

There are no departures from the US-APWR DCD in the FSAR.

1.8.1.4 Conformance with Site Parameters

The site parameters assumed for the US-APWR design certification are found in Section 2.1 of Tier 1 of the referenced US-APWR DCD, and in Chapter 2.0 of Tier 2 of the referenced US-APWR DCD. Conformance with these site parameters is evaluated in Chapter 2.0.



CP COL 1.8(3)

STD COL 1.8(3)


Part 2, FSAR

Revision 31.8-4

1.8(1) Interface requirements

This COL item is addressed in Section 1.8 and Table 1.8-1R.

1.8(2) Resolution for COL information items

This COL item is addressed in Subsection 1.8.1.2 and Table 1.8-201.

1.8(3) Summary of departure and conformance with site parameter

This COL item is addressed in Subsections 1.8.1.3 and 1.8.1.4.




Rev

isio

n 3

1.8-

5

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

8-1R

(S

hee

t 1

of

7)

Sig

nif

ican

t S

ite-

Sp

ecif

ic In

terf

aces

wit

h t

he

Sta

nd

ard

US

-AP

WR

Des

ign

Inte

rfac

eIn

terf

ace

Ty

pe

Des

crip

tio

n o

f It

ems

Co

ns

ider

ed

to

be

O

uts

ide

the

Sta

nd

ard

Sco

pe

of

De

sig

nD

CD

S

ecti

on

Des

cri

pti

on

of

the

Inte

rfa

ce

in t

he

FS

AR

FS

AR

S

ecti

on

Circ

ula

ting

Wat

er

Sys

tem

C

DI

The

sys

tem

des

ign

of th

e ci

rcul

atin

g w

ater

sy

stem

(C

WS

) is

CD

I. A

typi

cal “

refe

renc

e pl

ant”

phy

sica

l la

yout

, con

figur

atio

n a

nd th

e as

soci

ated

des

ign

basi

s in

form

atio

n fo

r th

e C

WS

are

pre

sent

ed in

the

DC

D. T

he

final

sy

stem

con

figur

atio

n fo

r th

e C

WS

is

site

-spe

cific

.

1.2

8.3.

110

.110

.4.5

10.4

.13

11.2

.3.1

14.2

.12

.1.3

3

CW

S is

coo

led

by

non

-saf

ety-

rela

ted

mec

hani

cal

dra

ft co

olin

g to

wer

s.

The

mak

eup

wat

er a

nd

blow

dow

n sy

stem

is p

rovi

ded

to s

upp

ly w

ate

r to

the

cool

ing

tow

er to

com

pens

ate

loss

es

due

to e

vapo

ratio

n an

d w

ind

drif

t, an

d co

ntro

l wat

er

chem

istr

y of

coo

ling

tow

er

basi

ns.

The

mak

eup

wat

er a

nd

blow

dow

n sy

stem

fin

al

con

figur

atio

n a

nd d

esi

gn

para

met

ers

are

dete

rmin

ed a

s fo

llow

s su

bjec

t to

site

-spe

cific

.

•M

ake

up w

ater

sys

tem

co

nfig

urat

ion

and

inta

ke

stru

ctur

e ar

e sp

ecifi

ed

and

w

ate

r so

urce

is d

ete

rmin

ed

as

Lake

Gra

nbu

ry.

•M

eans

for

blo

wdo

wn

is

det

erm

ined

as

gra

vity

dra

in

into

Lak

e G

ranb

ury.

•A

spa

re m

akeu

p pu

mp

is

com

mon

to b

oth

units

.

10.4

.51.

2

CP

CO

L 1.

8(1

)

Rev

isio

n 3

1.8-

6

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Ess

ent

ial S

ervi

ce

Wat

er S

yste

m

and

Ulti

mat

e H

eat

S

ink

CD

IC

ert

ain

fun

ctio

nal a

spec

ts o

f the

ES

WS

an

d th

e U

HS

mus

t mee

t int

erf

ace

requ

irem

ents

to

be c

ons

iste

nt w

ith th

e s

tand

ard

plan

t de

sign

. T

he U

HS

is a

sa

fety

-rel

ate

d sy

stem

re

quire

d to

rem

ove

the

heat

tra

nsfe

rre

d fr

om th

e E

SW

S d

urin

g no

rmal

ope

ratio

n, d

esi

gn b

asi

s ev

ents

and

saf

e sh

utdo

wn.

Dec

isio

ns

reg

ardi

ng

the

UH

S d

esig

n ar

e to

be

base

d o

n av

aila

ble

wat

er s

ourc

es a

nd h

ow th

e co

olin

g w

ate

r ca

n be

su

pplie

d to

the

ES

WS

. A ty

pica

l co

nfig

urat

ion

for

the

ES

WS

and

UH

S is

pr

ese

nted

in th

is D

CD

as

CD

I. T

he fi

nal

con

figur

atio

n o

f the

ES

WS

will

be

co

mp

rised

of

the

ES

WP

T (

see

belo

w)

and

UH

S r

ela

ted

stru

ctu

res

(incl

udin

g pi

ping

and

pip

ing

supp

ort

layo

ut)

and

is s

ite-s

pec

ific.

1.2

9.2.

19.

2.5

12.3

Ch

16, 3

.7.9

The

UH

S c

onsi

sts

of f

our

50

per

cent

ca

paci

ty m

ech

anic

al

dra

ft co

olin

g to

wer

s, o

ne

for

eac

h E

SW

S tr

ain,

an

d fo

ur

33-

1/3

per

cent

ca

paci

ty b

asi

ns

and

four

tran

sfer

pu

mps

.

ES

WP

s ar

e re

spec

tivel

y lo

cate

d in

ea

ch b

asin

with

a

dequ

ate

subm

erge

nce

of th

e p

umps

to a

ssu

re th

e N

PS

H fo

r th

e pu

mps

.

A p

ortio

n o

f the

bas

in w

ater

is

dis

char

ged

thro

ugh

the

blo

wd

own

via

the

ES

WS

whe

n

the

mak

eup

wat

er is

ava

ilabl

e to

mai

ntai

n a

n ac

cept

able

w

ater

che

mis

try

com

posi

tion.

T

he b

low

dow

n w

ater

is

dis

char

ged

to L

ake

Gra

nbu

ry.

1.2

3.2

9.2

.19.

2.5

Tab

le1.

8-1R

(S

hee

t 2

of

7)

Sig

nif

ican

t S

ite-

Sp

ecif

ic In

terf

aces

wit

h t

he

Sta

nd

ard

US

-AP

WR

Des

ign

Inte

rfac

eIn

terf

ace

Ty

pe

Des

crip

tio

n o

f It

ems

Co

ns

ider

ed

to

be

O

uts

ide

the

Sta

nd

ard

Sco

pe

of

De

sig

nD

CD

S

ecti

on

Des

cri

pti

on

of

the

Inte

rfa

ce

in t

he

FS

AR

FS

AR

S

ecti

on

Rev

isio

n 3

1.8-

7

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Ess

ent

ial S

ervi

ce

Wat

er

Pip

e T

unn

el

CD

IT

he p

ortio

ns

of t

he e

ssen

tial s

erv

ice

wat

er

pipe

tunn

el (

ES

WP

T)

is o

utsi

de th

e st

and

ard

U

S-A

PW

R b

uild

ings

and

is C

DI.

The

te

rmin

atio

n po

ints

of t

he E

SW

PT

are

und

er

the

T/B

and

at t

he

UH

S r

elat

ed s

tru

ctur

es. A

ty

pica

l des

ign

for

the

ES

WP

T is

pre

sen

ted

in

figu

res

in th

is D

CD

and

is C

DI.

Th

e fin

al

con

figur

atio

n, i

ncl

udin

g ph

ysic

al l

ayou

t of t

he

ES

WP

T, is

site

-spe

cific

.

1.2

8.3.

1A

pp. 9

A11

.512

.3

The

ES

WP

T is

an

und

erg

roun

d r

einf

orce

d co

ncr

ete

str

uctu

re. T

he tu

nnel

la

yout

is a

rec

tang

ula

r co

nfig

urat

ion

form

ing

a cl

osed

lo

ope

d st

ruct

ure

sta

rtin

g a

t the

U

HS

Bas

ins

and

term

inat

ing

at

the

T/B

. The

tunn

el is

div

ided

in

to tw

o se

ctio

ns b

y an

inte

rior

con

cret

e w

all t

o pr

ovid

e

sepa

ratio

n o

f pip

ing

trai

ns.

Eac

h s

ectio

n co

ntai

ns b

oth

ES

WS

sup

ply

and

retu

rn li

nes.

E

nd w

alls

are

als

o p

rovi

ded

wh

ere

requ

ired

to m

ain

tain

tr

ain

sepa

ratio

n.

3.8

.4.1

.3.1

1.2

Offs

ite P

ow

er

Sys

tem

CD

IT

he o

ffsite

pow

er s

yste

m, t

rans

mis

sion

ci

rcui

ts, a

nd c

ompo

nen

ts th

at a

re lo

cate

d ou

tsid

e th

e h

igh

volta

ge te

rmin

als

of th

e m

ain

and

rese

rve

tran

sfo

rme

rs a

re C

DI.

The

in

terf

ace

req

uire

men

ts b

etw

een

the

stan

dard

pl

ant d

esig

n a

nd th

e lo

cal e

lect

rical

grid

are

ad

dres

sed

in th

is D

CD

. A ty

pic

al c

onf

igur

atio

n of

the

tran

sfor

mer

s is

pre

sen

ted

in th

e D

CD

, an

d is

CD

I. T

he fi

nal

con

figu

ratio

n of

the

of

fsite

pow

er

tran

smis

sio

n sy

stem

incl

udi

ng

loca

tion

and

des

ign

of t

he m

ain

switc

hyar

d

are

a ph

ysic

al l

ayou

t of t

he e

qui

pme

nt; a

s w

ell

as d

esig

n d

etai

ls s

uch

as

tran

smis

sion

tie

line

vo

ltag

e le

vel,

is s

ite-s

peci

fic.

8.1

8.2

Inte

rfac

e to

tran

smis

sio

n sy

stem

is th

e lo

w-v

olta

ge

term

ina

ls o

f the

mai

n a

nd

rese

rve

auxi

liary

tran

sfor

mer

s in

the

tran

sfor

med

yar

d.

Gen

era

tor

volta

ge is

ste

ppe

d

up

to 3

45

kV a

nd

tran

smitt

ed

thro

ugh

ove

rhea

d tr

ans

mis

sion

tie

line

s to

the

34

5 kV

pla

nt

switc

hing

sta

tion.

Res

erve

tran

sfor

mer

ste

ps

dow

n 34

5 kV

to o

nsite

med

ium

vo

ltage

bus

vol

tage

.

1.2

8.1

8.2

Tab

le1.

8-1R

(S

hee

t 3

of

7)

Sig

nif

ican

t S

ite-

Sp

ecif

ic In

terf

aces

wit

h t

he

Sta

nd

ard

US

-AP

WR

Des

ign

Inte

rfac

eIn

terf

ace

Ty

pe

Des

crip

tio

n o

f It

ems

Co

ns

ider

ed

to

be

O

uts

ide

the

Sta

nd

ard

Sco

pe

of

De

sig

nD

CD

S

ecti

on

Des

cri

pti

on

of

the

Inte

rfa

ce

in t

he

FS

AR

FS

AR

S

ecti

on

Rev

isio

n 3

1.8-

8

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Pow

er S

ourc

e F

uel

Sto

rage

V

ault

CD

IT

he ty

pic

al d

esi

gn o

f the

pow

er s

ourc

e fu

el

stor

age

va

ults

(P

SF

SV

s) a

s p

rese

nted

in

figur

es

in th

is D

CD

is C

DI.

The

fin

al

con

figur

atio

n o

f the

PS

FS

Vs

incl

udin

g

phys

ical

loca

tion

in r

ela

tion

to th

e st

anda

rd

US

-AP

WR

bu

ildin

gs is

site

-sp

ecifi

c.

1.2

App

. 9A

12.3

The

PS

FS

Vs

are

unde

rgro

und

rein

forc

ed c

oncr

ete

stru

ctu

res

req

uire

d to

ho

use

the

safe

ty-r

ela

ted

and

non

sa

fety

-rel

ated

fuel

oil

tank

s.

The

re is

on

e va

ult f

or e

ach

P

S/B

. Th

e va

ult c

onta

ins

two

safe

ty-r

ela

ted

and

one

non

sa

fety

-rel

ated

oil

tank

s. E

ach

tank

is c

ont

ain

ed

in a

sep

arat

e co

mpa

rtm

ent.

Com

part

men

ts

are

se

para

ted

by r

ein

forc

ed

con

cret

e w

alls

.

3.8

.4.1

.3.3

1.2

Pot

abl

e a

nd

San

itary

Wat

er

Sys

tem

CD

IT

he d

esig

n an

d c

onfig

urat

ion

of th

e po

tab

le

and

sani

tary

wat

er s

yste

ms

(PS

WS

) is

CD

I. T

he p

otab

le w

ater

sys

tem

pro

vid

es w

ate

r su

ppl

y an

d d

istr

ibut

ion

fit fo

r hu

man

co

nsu

mpt

ion,

and

the

sani

tary

wat

er s

yste

m

pro

vide

s co

llect

ion

of s

ani

tary

was

tew

ater

, w

ith s

tand

ard

pla

nt d

esig

n fe

atu

res

to p

reve

nt

the

pote

ntia

l fo

r co

nta

min

atio

n fr

om

rad

ioac

tive

sour

ces.

9.2.

4P

otab

le w

ater

sup

ply

to

CP

NP

P U

nits

3 a

nd 4

is fr

om

th

e S

omer

vell

Cou

nty

Wat

er

Dis

tric

t. S

anita

ry/d

omes

tic

wa

ste

s ge

nera

ted

in th

e p

lant

a

re tr

ans

ferr

ed to

the

do

me

stic

w

ast

e tr

eatm

ent f

acili

ty.

Tre

ate

d liq

uid

effl

uent

is

dis

char

ged

into

Squ

aw C

reek

R

eser

voir

and

dew

ater

ed

slu

dge

is b

agg

ed fo

r di

spos

al.

9.2

.4

Tab

le1.

8-1R

(S

hee

t 4

of

7)

Sig

nif

ican

t S

ite-

Sp

ecif

ic In

terf

aces

wit

h t

he

Sta

nd

ard

US

-AP

WR

Des

ign

Inte

rfac

eIn

terf

ace

Ty

pe

Des

crip

tio

n o

f It

ems

Co

ns

ider

ed

to

be

O

uts

ide

the

Sta

nd

ard

Sco

pe

of

De

sig

nD

CD

S

ecti

on

Des

cri

pti

on

of

the

Inte

rfa

ce

in t

he

FS

AR

FS

AR

S

ecti

on

Rev

isio

n 3

1.8-

9

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Ste

am

Gen

era

tor

Blo

wdo

wn

Sys

tem

CD

IT

he p

ortio

ns

of s

team

gen

era

tor

blow

dow

n sy

stem

(S

GB

DS

) th

at a

re d

owns

trea

m o

f the

pr

oce

ssin

g eq

uipm

ent f

or s

tea

m g

ene

rato

r bl

owdo

wn

are

CD

I; in

clud

ing

the

flow

pat

h to

th

e w

aste

wat

er s

yste

m th

at is

ou

tsid

e of

the

US

-AP

WR

sta

nda

rd p

lan

t des

ign.

9.3.

210

.4.8

14.2

.12

.1.8

3

The

blo

wdo

wn

line

from

eac

h st

eam

gen

erat

or is

pro

vide

d w

ith tw

o flo

w p

aths

, a li

ne fo

r p

urify

ing

blow

dow

n w

ater

use

d

dur

ing

no

rma

l pla

nt o

per

atio

n

and

a li

ne fo

r di

scha

rgin

g th

e

blo

wd

own

wat

er to

the

exi

stin

g w

ast

e w

ate

r m

ana

gem

ent

Pon

d C

or

the

cond

ense

r u

sed

dur

ing

sta

rtu

p an

d a

bno

rmal

w

ate

r ch

em

istr

y co

nditi

ons.

9.3

.2.2

.510

.4.8

14.2

.12.

1

Equ

ipm

ent a

nd

Flo

or D

rain

age

S

yste

ms

CD

IT

he p

ortio

ns

of e

quip

men

t an

d flo

or d

rain

age

sy

stem

s th

at a

re o

utsi

de th

e U

S-A

PW

R

stan

dard

pla

nt d

esig

n bu

ildin

gs a

re C

DI a

nd

addr

esse

d b

y th

e C

OL

App

lican

t; th

is in

clud

es

the

disc

harg

e pa

th to

the

was

te w

ater

sys

tem

. T

he w

aste

wat

er s

yste

m u

sed

for

proc

essi

ng

efflu

ent f

rom

the

syst

ems

is a

site

-spe

cific

de

sign

an

d is

not

pa

rt o

f the

sta

ndar

d de

sig

n.

9.3.

29.

3.3

10.4

.814

.2.1

2.1

.83

The

T/B

dra

in s

um

p c

olle

cts

dra

ina

ge fr

om

all

equ

ipm

ent

and

floo

r dr

ain

s in

the

T/B

an

d n

on-r

adio

activ

e dr

ain

sum

p.

Thi

s su

mp

norm

ally

dis

char

ges

to th

e ex

istin

g w

ast

e w

ate

r m

anag

eme

nt P

ond

C.

The

SG

BD

S is

use

d to

dra

in

the

stea

m g

ener

ator

s. In

this

m

ode,

the

blow

dow

n dr

ain

w

ate

r is

dire

cted

to th

e co

nde

nse

r o

r to

the

exis

ting

wa

ste

wa

ter

man

age

men

t P

ond

C.

9.3

.2.2

.59.

3.3

10.4

.814

.2.1

2.1

Tab

le1.

8-1R

(S

hee

t 5

of

7)

Sig

nif

ican

t S

ite-

Sp

ecif

ic In

terf

aces

wit

h t

he

Sta

nd

ard

US

-AP

WR

Des

ign

Inte

rfac

eIn

terf

ace

Ty

pe

Des

crip

tio

n o

f It

ems

Co

ns

ider

ed

to

be

O

uts

ide

the

Sta

nd

ard

Sco

pe

of

De

sig

nD

CD

S

ecti

on

Des

cri

pti

on

of

the

Inte

rfa

ce

in t

he

FS

AR

FS

AR

S

ecti

on

Rev

isio

n 3

1.8-

10

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Com

mun

ica

tions

S

yste

ms

CO

L It

emT

he c

omm

unic

atio

ns s

yste

ms

and

equ

ipm

ent

wh

ich

are

outs

ide

the

stan

dard

US

-AP

WR

bu

ildin

gs a

re a

ddr

esse

d by

the

CO

L

App

lican

t. T

he C

OL

App

lican

t sha

ll p

rovi

de

adeq

uat

e e

xte

rnal

com

mun

ica

tions

, inc

lud

ing

inte

rfac

es

with

the

loca

l te

leco

mm

unic

atio

ns

pro

vide

r, a

nd c

omm

uni

catio

n lin

ks b

etw

een

the

on-s

ite s

yste

m a

nd

othe

r on

-site

and

of

fsite

faci

litie

s su

ch a

s th

e em

erge

ncy

oper

atio

ns

faci

lity

and

the

trai

nin

g si

mul

ator

.

9.5.

2O

nsite

and

offs

ite

com

mun

icat

ions

, and

ge

nera

l a

larm

for

emer

genc

y e

vacu

atio

n o

f the

site

, are

a

cco

mp

lishe

d by

a m

ulti

-tie

red

com

mun

icat

ions

an

d no

tific

atio

n sy

stem

.

9.5

.2

Adm

inis

trat

ive,

E

me

rgen

cy

Res

pons

e an

d T

rain

ing

Fa

cilit

ies

CO

L It

emT

he lo

catio

n an

d d

esi

gn o

f th

e ad

min

istr

ativ

e

build

ing,

trai

ning

str

uctu

res

(incl

udi

ng th

e

trai

ning

sim

ula

tor)

, and

the

Em

erge

ncy

R

esp

onse

Fac

ility

are

site

-spe

cific

an

d a

re

addr

esse

d b

y th

e C

OL

Ap

plic

ant

.

7.5.

19.

5.2

13.3

Ope

ratio

ns, a

dm

inis

trat

ion

, tr

ain

ing,

and

em

erg

ency

p

repa

red

ness

func

tions

are

co

ndu

cted

in d

edic

ate

d s

pace

s a

roun

d th

e pl

ant s

ite.

1.2

7.5

.1.6

.29.

5.2

13.3

Sec

urity

Sys

tem

sC

OL

Item

The

site

se

curit

y/su

rve

illa

nce

syst

ems,

wh

ich

incl

ude

s su

rvei

llanc

e ca

mer

as, v

ideo

di

spla

ys, s

ecur

ity d

ete

ctio

n se

nsor

s,

com

mun

icat

ions

, se

curit

y fe

nce

s an

d ba

rric

ades

, acc

ess

cont

rol,

etc

., th

at a

re n

ot

loca

ted

with

in th

e st

anda

rd U

S-A

PW

R

build

ing

desi

gns,

are

site

-sp

ecifi

c an

d ar

e

addr

esse

d b

y th

e C

OL

Ap

plic

ant

.

13.6

Sec

urity

sys

tem

s an

d p

roce

dure

s ar

e d

iscu

ssed

se

para

tely

in th

e C

PN

PP

P

hysi

cal S

ecur

ity P

lan

and

Saf

egua

rds

Con

ting

ency

Pla

n,

and

Sec

urity

Tra

inin

g an

d

Qua

lific

atio

n P

lan.

13.6

Ge

nera

l Site

Im

pro

vem

ents

CD

IT

he la

nds

capi

ng fe

atur

es, r

oadw

ays,

w

alk

way

s, tr

affi

c co

ntro

l bar

riers

, etc

., th

at a

re

loca

ted

outs

ide

the

US

-AP

WR

sta

nda

rd p

lan

t bu

ildin

gs, a

re s

ite-s

peci

fic a

nd

are

add

ress

ed

by th

e C

OL

Ap

plic

ant

. Th

ese

feat

ures

as

pre

sent

ed in

the

DC

D a

re C

DI.

1.2

App

. 9A

12.3

A s

ite a

rran

gem

ent p

lan

is

pro

vide

d in

Fig

ure

1.2-

1R,

wh

ich

show

s si

te-s

peci

fic

feat

ure

s an

d im

prov

eme

nts,

as

we

ll as

the

stan

dard

U

S-A

PW

R b

uild

ings

an

d fe

atur

es.

1.2

13.6

Tab

le1.

8-1R

(S

hee

t 6

of

7)

Sig

nif

ican

t S

ite-

Sp

ecif

ic In

terf

aces

wit

h t

he

Sta

nd

ard

US

-AP

WR

Des

ign

Inte

rfac

eIn

terf

ace

Ty

pe

Des

crip

tio

n o

f It

ems

Co

ns

ider

ed

to

be

O

uts

ide

the

Sta

nd

ard

Sco

pe

of

De

sig

nD

CD

S

ecti

on

Des

cri

pti

on

of

the

Inte

rfa

ce

in t

he

FS

AR

FS

AR

S

ecti

on

Rev

isio

n 3

1.8-

11

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Fire

Pro

tect

ion

CO

L It

emT

he fi

re p

rote

ctio

n fe

atur

es

(suc

h as

fire

wat

er

supp

ly fa

cilit

ies,

spr

inkl

er s

yste

ms,

sm

oke

and

fire

det

ectio

n de

vice

s, a

nd

fire

ala

rm

syst

ems)

that

are

loca

ted

outs

ide

the

US

-AP

WR

sta

nda

rd p

lan

t bui

ldin

gs, a

re

site

-spe

cific

an

d ar

e ad

dre

ssed

by

the

CO

L A

pplic

ant.

Thi

s in

clud

es a

sei

smic

cat

egor

y I

wat

er s

ourc

e su

pplie

d to

the

seis

mic

st

andp

ipe

syst

em.

1.2

9.5.

1S

ite-s

peci

fic fi

re p

rote

ctio

n

syst

ems

are

prov

ided

th

rou

gho

ut th

e pl

ant

.

Eac

h of

the

ES

W li

nes

in th

e R

/B a

nd in

the

ES

WP

hou

se is

ta

pped

to s

upp

ly w

ater

to th

e

fire

prot

ectio

n sy

stem

.

9.2

.19.

5.1

Effl

uen

t M

oni

torin

g an

d S

ampl

ing

CO

L It

emT

he e

fflu

ent m

oni

torin

g an

d s

am

plin

g sy

stem

s an

d fe

atu

res

requ

ired

to m

onito

r le

vels

of

activ

ity in

pla

nt e

fflu

ent r

ele

ase

d to

the

envi

ronm

ent t

hat a

re n

ot p

art o

f th

e st

and

ard

US

-AP

WR

bu

ildin

gs, a

re a

ddre

sse

d by

the

C

OL

App

lican

t.

11.5

The

Offs

ite D

ose

Ca

lcul

atio

n M

anua

l is

impl

em

ente

d as

par

t o

f th

e op

era

tiona

l pro

gram

.

11.5

Com

pres

sed

Gas

S

yste

ms

CO

L It

emT

he s

upp

ly p

ortio

ns o

f oxy

gen,

hyd

rog

en,

nitr

ogen

an

d ca

rbon

dio

xide

sys

tem

s th

at a

re

outs

ide

the

US

-AP

WR

sta

ndar

d bu

ildin

gs a

re

addr

esse

d b

y th

e C

OL

Ap

plic

ant

. Sup

ply

lines

fr

om y

ard

are

a co

nne

ct to

dis

trib

utio

n lin

es

with

in U

S-A

PW

R s

tan

dard

bu

ildin

gs a

nd a

re

nece

ssar

y fo

r op

era

tion

of s

tan

dard

pla

nt

desi

gn c

ompo

nent

s.

9.3.

1B

ulk

and

bot

tled

nitr

ogen

are

p

rovi

ded

to e

qui

pmen

t tha

t re

quire

s N

2. B

ulk

hydr

oge

n is

sup

plie

d to

equ

ipm

ent t

hat

requ

ires

H2.

Ca

rbon

dio

xide

gas

cyl

inde

rs

sup

ply

gas

to e

quip

men

t tha

t re

qui

res

the

carb

on d

ioxi

de.

M

isce

llane

ous

gase

s ar

e

del

ive

red

to g

as a

nal

yzer

s th

at

req

uire

the

gase

s.

9.3

.1

Tab

le1.

8-1R

(S

hee

t 7

of

7)

Sig

nif

ican

t S

ite-

Sp

ecif

ic In

terf

aces

wit

h t

he

Sta

nd

ard

US

-AP

WR

Des

ign

Inte

rfac

eIn

terf

ace

Ty

pe

Des

crip

tio

n o

f It

ems

Co

ns

ider

ed

to

be

O

uts

ide

the

Sta

nd

ard

Sco

pe

of

De

sig

nD

CD

S

ecti

on

Des

cri

pti

on

of

the

Inte

rfa

ce

in t

he

FS

AR

FS

AR

S

ecti

on

Rev

isio

n 3

1.8-

12

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

8-20

1 (

Sh

eet

1 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CO

L 1.

1(1)

The

CO

L A

pplic

ant i

s to

pro

vide

sch

edul

ed c

ompl

etio

n da

te a

nd

estim

ated

com

mer

cial

ope

ratio

n da

te o

f nuc

lear

pow

er p

lant

s re

fere

ncin

g th

e U

S-A

PW

R s

tand

ard

desi

gn.

1.1.

53a

CO

L 1.

1(2)

The

CO

LApp

lican

t is

to id

entif

y th

e ac

tual

pla

nt lo

catio

n.1.

1.1

3a

CO

L 1.

2(1)

The

CO

L A

pplic

ant i

s to

dev

elop

a c

ompl

ete

and

deta

iled

site

pla

n in

th

e si

te-s

peci

fic li

cens

ing

proc

ess.

1.2.

1.6

1.2.

1.7.

1F

igur

e 1.

2-1R

3a

CO

L 1.

4(1)

The

CO

L A

pplic

ant i

s to

iden

tify

maj

or a

gent

s, c

ontr

acto

rs, a

nd

part

icip

ants

for

the

CO

L ap

plic

atio

n de

velo

pmen

t, co

nstr

uctio

n, a

nd

oper

atio

n.

1.4.

11.

4.2.

3 –

1.4.

2.6

4

CO

L 1.

8(1)

The

CO

L A

pplic

ant i

s to

dem

onst

rate

that

the

inte

rfac

e re

quire

men

ts

esta

blis

hed

for

the

desi

gn h

ave

been

met

.1.

8Ta

ble

1.8-

1R3a

CO

L 1.

8(2)

The

CO

L A

pplic

ant i

s to

pro

vide

the

cros

s-re

fere

nce

iden

tifyi

ng s

peci

fic

FS

AR

sec

tions

that

add

ress

eac

h C

OL

info

rmat

ion

item

from

the

DC

D1.

8.1.

2Ta

ble

1.8-

201

3a

CO

L 1.

8(3)

The

CO

L A

pplic

ant i

s to

pro

vide

a s

umm

ary

of p

lant

spe

cific

de

part

ures

from

the

DC

D, a

nd c

onfo

rman

ce w

ith s

ite p

aram

eter

s.1.

8.1.

31.

8.1.

43a

CO

L 1.

9(1)

T

he C

OL

App

lican

t is

to a

ddre

ss a

n ev

alua

tion

of th

e ap

plic

able

RG

, S

RP,

Gen

eric

Issu

es in

clud

ing

Thr

ee M

ile Is

land

(T

MI)

req

uire

men

ts,

and

oper

atio

nal e

xper

ienc

e fo

r th

e si

te-s

peci

fic p

ortio

n an

d op

erat

iona

l as

pect

of t

he fa

cilit

y.

1.9

1.9.

1-1.

9.4

Tabl

e 1.

9-20

1 -

220

3a

CO

L 2.

1(1)

The

CO

L A

pplic

ant i

s to

des

crib

e th

e si

te g

eogr

aphy

and

dem

ogra

phy

incl

udin

g th

e sp

ecifi

ed s

ite c

hara

cter

istic

s.2.

13a

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

13

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 2.

2(1)

The

CO

L A

pplic

ant i

s to

des

crib

e ne

arby

indu

stria

l, tr

ansp

orta

tion,

and

m

ilita

ry fa

cilit

ies

with

in 5

mile

s of

the

site

, or

at g

reat

er d

ista

nces

as

appr

opria

te b

ased

on

thei

r si

gnifi

canc

e. T

he C

OL

App

lican

t is

to

esta

blis

h th

e pr

esen

ce o

f pot

entia

l haz

ards

, det

erm

ine

whe

ther

thes

e ac

cide

nts

are

to b

e co

nsid

ered

as

DB

Es,

and

the

desi

gn p

aram

eter

s re

late

d to

the

acci

dent

s de

term

ined

as

DB

Es.

2.2

3a

CO

L 2.

3(1)

The

CO

L A

pplic

ant,

whe

ther

the

plan

t is

to b

e si

ted

insi

de o

r ou

tsid

e th

e co

ntin

enta

l US

, is

to p

rovi

de s

ite-s

peci

fic p

re-o

pera

tiona

l and

op

erat

iona

l pro

gram

s fo

r m

eteo

rolo

gica

l mea

sure

men

ts, a

nd is

to

verif

y th

e si

te-s

peci

fic r

egio

nal c

limat

olog

y an

d lo

cal m

eteo

rolo

gy a

re

boun

ded

by th

e si

te p

aram

eter

s fo

r th

e st

anda

rd U

S-A

PW

R d

esig

n or

de

mon

stra

te b

y so

me

othe

r m

eans

that

the

prop

osed

faci

lity

and

asso

ciat

ed s

ite-s

peci

fic c

hara

cter

istic

s ar

e ac

cept

able

at t

he p

ropo

sed

site

.

2.0

2.3.

12.

3.2

3a

CO

L 2.

3(2)

The

CO

L A

pplic

ant i

s to

pro

vide

con

serv

ativ

e fa

ctor

s as

des

crib

ed in

S

RP

2.3

.4 (

Ref

eren

ce 2

.3-2

). If

a s

elec

ted

site

will

cau

se e

xces

s to

the

boun

ding

χ/Q

val

ues,

then

the

CO

L A

pplic

ant i

s to

dem

onst

rate

how

th

e do

se r

efer

ence

val

ues

in 1

0 C

FR

52.

79(a

)(1)

(vi)

(Ref

eren

ce2.

3-3)

an

d th

e co

ntro

l roo

m d

ose

limits

in 1

0 C

FR

50,

App

endi

x A

, Gen

eral

D

esig

n C

riter

ia 1

9 (R

efer

ence

2.3-

4) a

re m

et u

sing

site

-spe

cific

χ/Q

va

lues

.

2.0

2.3.

43a

CO

L 2.

3(3)

The

CO

L A

pplic

ant i

s to

cha

ract

eriz

e th

e at

mos

pher

ic tr

ansp

ort a

nd

diffu

sion

con

ditio

ns n

eces

sary

for

estim

atin

g ra

diol

ogic

al

cons

eque

nces

of t

he r

outin

e re

leas

e of

rad

ioac

tive

mat

eria

ls to

the

atm

osph

ere,

and

pro

vide

rea

listic

est

imat

es o

f ann

ual a

vera

ge χ

/Q

valu

es a

nd D

/Q v

alue

s as

des

crib

ed in

SR

P 2

.3.5

(R

efer

ence

2.3

-5).

2.0

2.3.

53a

Tab

le1.

8-20

1 (

Sh

eet

2 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

14

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 2.

4(1)

The

CO

L A

pplic

ant i

s to

pro

vide

suf

ficie

nt s

ite-s

peci

fic in

form

atio

n to

ve

rify

that

hyd

rolo

gic

even

ts w

ill n

ot a

ffect

the

safe

ty-b

asis

for

the

US

-AP

WR

.

2.0

2.4

3a

CO

L 2.

5(1)

The

CO

L A

pplic

ant i

s to

pro

vide

suf

ficie

nt in

form

atio

n re

gard

ing

the

seis

mic

and

geo

logi

c ch

arac

teris

tics

of th

e si

te a

nd th

e re

gion

su

rrou

ndin

g th

e si

te.

2.0

2.5

3a

CO

L 3.

1(1)

The

CO

L A

pplic

ant i

s to

pro

vide

a d

esig

n th

at a

llow

s fo

r th

e ap

prop

riate

insp

ectio

ns a

nd la

yout

feat

ures

of t

he E

SW

S.

3.1.

4.16

.13a

CO

L 3.

2(1)

Del

eted

from

the

DC

D.

CO

L 3.

2(2)

Del

eted

from

the

DC

D.

CO

L 3.

2(3)

Del

eted

from

the

DC

D.

CO

L 3.

2(4)

The

CO

L A

pplic

ant i

s to

iden

tify

the

site

-spe

cific

, saf

ety-

rela

ted

syst

ems

and

com

pone

nts

that

are

des

igne

d to

with

stan

d th

e ef

fect

s of

ea

rthq

uake

s w

ithou

t los

s of

cap

abili

ty to

per

form

thei

r sa

fety

func

tion;

an

d th

ose

site

-spe

cific

, saf

ety-

rela

ted

fluid

sys

tem

s or

por

tions

ther

eof;

as w

ell a

s th

e ap

plic

able

indu

stry

cod

es a

nd s

tand

ards

for

pres

sure

-ret

aini

ng c

ompo

nent

s.

3.2.

1.2

Tabl

e 3.

2-20

1Ta

ble

3.2-

202

3a

CO

L 3.

2(5)

The

CO

L A

pplic

ant i

s to

iden

tify

the

equi

pmen

t cla

ss a

nd s

eism

ic

cate

gory

of t

he s

ite-s

peci

fic, s

afet

y-re

late

d an

d no

n sa

fety

-rel

ated

flui

d sy

stem

s, c

ompo

nent

s (in

clud

ing

pres

sure

ret

aini

ng),

and

equ

ipm

ent a

s w

ell a

s th

e ap

plic

able

indu

stry

cod

es a

nd s

tand

ards

.

3.2.

2Ta

ble

3.2-

201

3a

CO

L 3.

2(6)

The

CO

L A

pplic

ant i

s to

app

ly D

CD

met

hods

of e

quip

men

t cl

assi

ficat

ion

and

seis

mic

cat

egor

izat

ion

of r

isk-

sign

ifica

nt, n

on-s

afet

y re

late

d S

SC

s ba

sed

on th

eir

safe

ty r

ole

assu

med

in th

e P

RA

and

tr

eatm

ent b

y th

e D

-RA

P.

3.2.

2.5

Tabl

e 3.

2-20

13a

Tab

le1.

8-20

1 (

Sh

eet

3 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

15

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

3(1)

The

CO

L A

pplic

ant i

s re

spon

sibl

e fo

r ve

rifyi

ng t

he s

ite-s

peci

fic b

asic

w

ind

spee

d is

env

elop

ed b

y th

e de

term

inat

ions

in th

is s

ectio

n.3.

3.1.

13a

CO

L 3.

3(2)

The

se r

equi

rem

ents

als

o ap

ply

to s

eism

ic c

ateg

ory

I str

uctu

res

prov

ided

by

the

CO

L A

pplic

ant.

Sim

ilarly

, it

is th

e re

spon

sibi

lity

of th

e C

OL

App

lican

t to

esta

blis

h th

e m

etho

ds fo

r qu

alifi

catio

n of

torn

ado

effe

cts

to p

recl

ude

dam

age

to s

afet

y-re

late

d S

SC

s.

3.3.

2.2.

43a

CO

L 3.

3(3)

It is

the

resp

onsi

bilit

y of

the

CO

L A

pplic

ant t

o as

sure

that

site

-spe

cific

st

ruct

ures

and

com

pone

nts

not d

esig

ned

for

torn

ado

load

s w

ill n

ot

impa

ct e

ither

the

func

tion

or in

tegr

ity o

f adj

acen

t saf

ety-

rela

ted

SS

Cs,

or

gen

erat

e m

issi

les

havi

ng m

ore

seve

re e

ffect

s th

an th

ose

disc

usse

d in

Sub

sect

ion

3.5.

1.4.

3.3.

2.3

3a

CO

L 3.

3(4)

The

CO

L A

pplic

ant i

s to

pro

vide

the

win

d lo

ad d

esig

n m

etho

d an

d im

port

ance

fact

or fo

r si

te-s

peci

fic c

ateg

ory

I and

cat

egor

y II

build

ings

an

d st

ruct

ures

. The

CO

L A

pplic

ant s

hall

also

ver

ify th

at th

e si

te

loca

tion

does

not

hav

e fe

atur

es p

rom

otin

g ch

anne

ling

effe

cts

or

buffe

ting

in th

e w

ake

of u

pwin

d ob

stru

ctio

ns th

at in

valid

ate

the

stan

dard

pla

nt w

ind

load

des

ign

met

hods

des

crib

ed a

bove

.

3.3.

1.2

3a

CO

L 3.

3(5)

The

CO

L A

pplic

ant i

s to

not

e th

e ve

nted

and

unv

ente

d re

quire

men

ts o

f th

is s

ubse

ctio

n to

the

site

-spe

cific

cat

egor

y I b

uild

ings

and

str

uctu

res.

3.3.

2.2.

23a

CO

L 3.

4(1)

The

CO

L A

pplic

ant i

s to

add

ress

the

site

-spe

cific

des

ign

of p

lant

gr

adin

g an

d dr

aina

ge.

3.4.

1.2

3a

CO

L 3.

4(2)

The

CO

L A

pplic

ant i

s to

dem

onst

rate

the

DB

FL

boun

ds th

eir

spec

ific

site

, or

is to

iden

tify

and

addr

ess

appl

icab

le s

ite c

ondi

tions

whe

re s

tatic

flo

od le

vel e

xcee

d th

e D

BF

L an

d/or

gen

erat

e dy

nam

ic fl

oodi

ng fo

rces

.

3.4.

1.4

3a

Tab

le1.

8-20

1 (

Sh

eet

4 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

16

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

4(3)

Site

-spe

cific

floo

ding

haz

ards

from

eng

inee

red

feat

ures

, suc

h as

from

co

olin

g w

ater

sys

tem

pip

ing,

is to

be

addr

esse

d by

the

CO

L A

pplic

ant.

3.4.

1.2

3a

CO

L 3.

4(4)

The

CO

L A

pplic

ant i

s to

add

ress

any

add

ition

al m

easu

res

belo

w g

rade

to

pro

tect

aga

inst

ext

erio

r flo

odin

g an

d th

e in

trus

ion

of g

roun

d w

ater

in

to s

eism

ic c

ateg

ory

I bui

ldin

gs a

nd s

truc

ture

s.

3.4.

1.2

3a

CO

L 3.

4(5)

The

CO

L A

pplic

ant i

s to

iden

tify

and

desi

gn, i

f nec

essa

ry, a

ny

site

-spe

cific

floo

d pr

otec

tion

mea

sure

s su

ch a

s le

vees

, sea

wal

ls,

flood

wal

ls, s

ite b

ulkh

eads

, rev

etm

ents

, or

brea

kwat

ers

per

the

guid

elin

es o

f RG

1.1

02 (

Ref

eren

ce 3

.4-3

), o

r de

wat

erin

g sy

stem

if th

e pl

ant i

s no

t bui

lt ab

ove

the

DB

FL.

3.4.

1.2

3a

CO

L 3.

4(6)

The

CO

L A

pplic

ant i

s to

iden

tify

any

site

-spe

cific

phy

sica

l mod

els

used

to

pre

dict

pro

toty

pe p

erfo

rman

ce o

f hyd

raul

ic s

truc

ture

s an

d sy

stem

s.3.

4.2

3a

CO

L 3.

4(7)

The

CO

L A

pplic

ant i

s re

spon

sibl

e fo

r th

e pr

otec

tion

from

inte

rnal

flo

odin

g fo

r tho

se s

ite-s

peci

fic S

SC

s th

at p

rovi

de n

ucle

ar s

afet

y-re

late

d fu

nctio

ns o

r w

hose

pos

tula

ted

failu

re d

ue to

inte

rnal

floo

ding

cou

ld

adve

rsel

y af

fect

the

abili

ty o

f the

pla

nt to

ach

ieve

and

mai

ntai

n a

safe

sh

utdo

wn

cond

ition

.

3.4.

1.3

3a

CO

L 3.

5(1)

The

CO

L A

pplic

ant i

s to

hav

e pl

ant p

roce

dure

s in

pla

ce p

rior

to fu

el

load

that

spe

cify

uns

ecur

ed e

quip

men

t, in

clud

ing

port

able

pre

ssur

ized

ga

s cy

linde

rs, l

ocat

ed in

side

or

outs

ide

cont

ainm

ent a

nd r

equi

red

for

mai

nten

ance

or

unde

rgoi

ng m

aint

enan

ce is

to b

e re

mov

ed fr

om

cont

ainm

ent p

rior

to o

pera

tion,

mov

ed to

a lo

catio

n w

here

it is

not

a

pote

ntia

l haz

ard

to S

SC

s im

port

ant t

o sa

fety

, or

seis

mic

ally

res

trai

ned

to p

reve

nt it

from

bec

omin

g a

mis

sile

.

3.5.

1.1.

42

Tab

le1.

8-20

1 (

Sh

eet

5 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

17

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

5(2)

The

CO

L A

pplic

ant i

s to

com

mit

to a

ctio

ns to

mai

ntai

n P

1 w

ithin

this

ac

cept

able

lim

it as

out

lined

in R

G 1

.115

, “P

rote

ctio

n A

gain

st

Low

-Tra

ject

ory

Tur

bine

Mis

sile

s” (

Ref

eren

ce 3

.5-6

) an

d S

RP

Sec

tion

3.5.

1.3,

“T

urbi

ne M

issi

les”

(R

efer

ence

3.5

-7).

3.5.

1.3.

22

CO

L 3.

5(3)

As

desc

ribed

in D

CD

, Sec

tion

2.2,

the

CO

L A

pplic

ant i

s to

est

ablis

h th

e pr

esen

ce o

f pot

entia

l haz

ards

, exc

ept a

ircra

ft, w

hich

is r

evie

wed

in

Sub

sect

ion

3.5.

1.6,

and

the

effe

cts

of p

oten

tial a

ccid

ents

in th

e vi

cini

ty

of th

e si

te.

3.5.

1.5

3a

CO

L 3.

5(4)

It is

the

resp

onsi

bilit

y of

the

CO

L A

pplic

ant t

o ve

rify

the

site

inte

rfac

e pa

ram

eter

s w

ith r

espe

ct to

airc

raft

cras

hes

and

air

tran

spor

tatio

n ac

cide

nts

as d

escr

ibed

in S

ectio

n 2.

2.

3.5.

1.6

3a

CO

L 3.

5(5)

The

CO

L A

pplic

ant i

s re

spon

sibl

e to

eva

luat

e si

te-s

peci

fic h

azar

ds fo

r ex

tern

al e

vent

s th

at m

ay p

rodu

ce m

issi

les

mor

e en

erge

tic th

an

torn

ado

mis

sile

s, a

nd a

ssur

e th

at th

e de

sign

of s

eism

ic c

ateg

ory

I and

II

stru

ctur

es m

eet t

hese

load

s.

3.5.

23a

CO

L 3.

5(6)

The

CO

L A

pplic

ant i

s re

spon

sibl

e to

ass

ess

the

orie

ntat

ion

of th

e T

/G

of th

is a

nd o

ther

uni

t(s)

at m

ulti-

unit

site

for

the

prob

abili

ty o

f mis

sile

ge

nera

tion

usin

g th

e ev

alua

tion

of S

ubse

ctio

n 3.

5.1.

3.2.

3.5.

1.3.

13a

Tab

le1.

8-20

1 (

Sh

eet

6 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

18

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

6(1)

The

CO

L A

pplic

ant i

s to

iden

tify

the

site

-spe

cific

sys

tem

s or

co

mpo

nent

s th

at a

re s

afet

y-re

late

d or

req

uire

d fo

r sa

fe s

hutd

own

that

ar

e lo

cate

d ne

ar h

igh-

ener

gy o

r m

oder

ate-

ener

gy p

ipin

g sy

stem

s, a

nd

are

susc

eptib

le to

the

cons

eque

nces

of t

hese

pip

ing

failu

res.

The

CO

L A

pplic

ant i

s to

pro

vide

a li

st o

f site

-spe

cific

hig

h-en

ergy

and

m

oder

ate-

ener

gy p

ipin

g sy

stem

s, w

hich

incl

udes

a d

escr

iptio

n of

the

layo

ut o

f all

pipi

ng s

yste

ms

whe

re p

hysi

cal a

rran

gem

ent o

f the

pip

ing

syst

ems

prov

ides

the

requ

ired

prot

ectio

n, th

e de

sign

bas

is o

f st

ruct

ures

and

com

part

men

ts u

sed

to p

rote

ct n

earb

y es

sent

ial s

yste

ms

or c

ompo

nent

s, o

r th

e ar

rang

emen

ts to

ass

ure

the

oper

abili

ty o

f sa

fety

-rel

ated

feat

ures

whe

re n

eith

er s

epar

atio

n no

r pr

otec

tive

encl

osur

es a

re p

ract

ical

. Add

ition

ally

, the

CO

L A

pplic

ant i

s to

pro

vide

th

e fa

ilure

mod

es a

nd e

ffect

ana

lyse

s th

at v

erifi

es th

e co

nseq

uenc

es o

f fa

ilure

s in

site

-spe

cific

hig

h-en

ergy

and

mod

erat

e-en

ergy

pip

ing

does

no

t affe

ct th

e ab

ility

to s

afel

y sh

ut d

own

the

plan

t. T

he C

OL

App

lican

t is

to u

pdat

e th

e as

-des

ign

pipe

haz

ards

ana

lysi

s re

port

to in

clud

e th

e im

pact

of a

ll si

te s

peci

fic h

igh

and

mod

erat

e pi

ping

sys

tem

s.

3.6.

1.3

3a

CO

L 3.

6(2)

Del

eted

from

the

DC

D.

CO

L 3.

6(3)

Del

eted

from

the

DC

D.

Tab

le1.

8-20

1 (

Sh

eet

7 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

19

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

6(4)

The

CO

L A

pplic

ant i

s to

impl

emen

t the

crit

eria

for

defin

ing

brea

k an

d cr

ack

loca

tions

and

con

figur

atio

ns f

or s

ite-s

peci

fic h

igh-

ener

gy a

nd

mod

erat

e-en

ergy

pip

ing

syst

ems.

The

CO

L A

pplic

ant i

s to

iden

tify

the

post

ulat

ed r

uptu

re o

rient

atio

n of

eac

h po

stul

ated

bre

ak lo

catio

n fo

r si

te-s

peci

fic h

igh-

ener

gy a

nd m

oder

ate-

ener

gy p

ipin

g sy

stem

s. T

he

CO

L A

pplic

ant i

s to

impl

emen

t the

app

ropr

iate

met

hods

to a

ssur

e th

at

as-b

uilt

conf

igur

atio

n of

site

-spe

cific

hig

h-en

ergy

and

mod

erat

e-en

ergy

pi

ping

sys

tem

s is

con

sist

ent w

ith th

e de

sign

inte

nt a

nd p

rovi

de a

s-bu

ilt

draw

ings

sho

win

g co

mpo

nent

loca

tions

and

sup

port

loca

tions

and

ty

pes

that

con

firm

s th

is c

onsi

sten

cy.

3.6.

2.1

3a

CO

L 3.

6(5)

Del

eted

from

the

DC

D.

CO

L 3.

6(6)

Del

eted

from

the

DC

D.

CO

L 3.

6(7)

Del

eted

from

the

DC

D.

CO

L 3.

6(8)

Del

eted

from

the

DC

D.

CO

L 3.

6(9)

Del

eted

from

the

DC

D.

CO

L 3.

6(10

)T

he C

OL

App

lican

t is

to d

evel

op a

mile

ston

e sc

hedu

le fo

r im

plem

enta

tion

of th

e op

erat

ing

and

mai

nten

ance

pro

cedu

res

for

prev

entio

n of

wat

er h

amm

er.

3.6.

3.3.

113

.5.1

.22

CO

L 3.

7(1)

The

CO

L A

pplic

ant i

s to

con

firm

that

the

site

-spe

cific

PG

A a

t the

ba

sem

at le

vel c

ontr

ol p

oint

of t

he C

SD

RS

is le

ss th

an o

r eq

ual t

o 0.

3 g.

3.7.

1.1

3a

CO

L 3.

7(2)

The

CO

L A

pplic

ant i

s to

per

form

an

anal

ysis

of t

he U

S-A

PW

R

stan

dard

pla

nt s

eism

ic c

ateg

ory

I des

ign

to v

erify

that

the

site

-spe

cific

F

IRS

at t

he b

asem

at le

vel c

ontr

ol p

oint

of t

he C

SD

RS

are

env

elop

ed

by th

e si

te-in

depe

nden

t CS

DR

S.

3.7.

1.1

3a

Tab

le1.

8-20

1 (

Sh

eet

8 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

20

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

7(3)

It is

the

resp

onsi

bilit

y of

the

CO

L A

pplic

ant t

o de

velo

p an

alyt

ical

m

odel

s ap

prop

riate

for

the

seis

mic

ana

lysi

s of

bui

ldin

gs a

nd s

truc

ture

s th

at a

re d

esig

ned

on a

site

-spe

cific

bas

is in

clud

ing,

but

not

lim

ited

to,

the

follo

win

g:

·P

SF

SV

s (s

eism

ic c

ateg

ory

I)

·E

SW

PT

(se

ism

ic c

ateg

ory

I)

·U

HS

RS

(se

ism

ic c

ateg

ory

I)

3.7.

2.3.

1A

ppen

dix

3KK

App

endi

x 3L

LA

ppen

dix

3MM

3a

CO

L 3.

7(4)

To p

reve

nt n

on-c

onse

rvat

ive

resu

lts, t

he C

OL

App

lican

t is

to r

evie

w th

e re

sulti

ng le

vel o

f sei

smic

res

pons

e an

d de

term

ine

appr

opria

te d

ampi

ng

valu

es fo

r th

e si

te-s

peci

fic c

alcu

latio

ns o

f IS

RS

that

ser

ve a

s in

put f

or

the

seis

mic

ana

lysi

s of

sei

smic

cat

egor

y I a

nd s

eism

ic c

ateg

ory

II su

bsys

tem

s.

3.7.

1.2

3a

CO

L 3.

7(5)

The

CO

L A

pplic

ant i

s to

ass

ure

that

the

hor

izon

tal F

IRS

def

inin

g th

e si

te-s

peci

fic S

SE

gro

und

mot

ion

at th

e bo

ttom

of s

eism

ic c

ateg

ory

I or

II ba

sem

ats

enve

lope

the

min

imum

res

pons

e sp

ectr

a re

quire

d by

10

CF

R50

, App

endi

x S

, and

the

site

-spe

cific

res

pons

e sp

ectr

a ob

tain

ed fr

om th

e re

spon

se a

naly

sis.

3.7.

1.1

Tabl

e 3.

7-20

1Ta

ble

3.7-

202

Fig

ure

3.7-

201

Fig

ure

3.7-

202

Fig

ure

3.7-

203

3a

CO

L 3.

7(6)

The

CO

L A

pplic

ant i

s to

dev

elop

site

-spe

cific

GM

RS

and

FIR

S b

y an

an

alys

is m

etho

dolo

gy, w

hich

acc

ount

s fo

r th

e up

war

d pr

opag

atio

n of

th

e G

MR

S.

The

FIR

S a

re c

ompa

red

to t

he C

SD

RS

to

assu

re t

hat

the

US

-AP

WR

sta

ndar

d pl

ant s

eism

ic d

esig

n is

val

id fo

r a

part

icul

ar s

ite.

If th

e F

IRS

are

not

env

elop

ed b

y th

e C

SD

RS

, the

US

-AP

WR

sta

ndar

d pl

ant s

eism

ic d

esig

n is

mod

ified

as

part

of t

he C

OLA

in o

rder

to

valid

ate

the

US

-AP

WR

for

inst

alla

tion

at th

at s

ite.

3.7

Fig

ure

3.7-

201

3a

Tab

le1.

8-20

1 (

Sh

eet

9 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

21

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

7(7)

The

CO

L A

pplic

ant i

s to

det

erm

ine

the

allo

wab

le s

tatic

and

dyn

amic

be

arin

g ca

paci

ties

base

d on

site

con

ditio

ns, i

nclu

ding

the

prop

ertie

s of

fil

l con

cret

e pl

aced

to p

rovi

de a

leve

l sur

face

for

the

botto

m o

f fo

unda

tion

elev

atio

ns, a

nd to

eva

luat

e th

e be

arin

g lo

ads

to th

ese

capa

citie

s.

3.7.

1.3

Tabl

e 3.

7-20

3Ta

ble

3.8-

202

3a

CO

L 3.

7(8)

The

CO

L A

pplic

ant i

s to

eva

luat

e th

e st

rain

-dep

ende

nt v

aria

tion

of th

e m

ater

ial d

ynam

ic p

rope

rtie

s fo

r si

te m

ater

ials

.3.

7.2.

4.1

3a

CO

L 3.

7(9)

The

CO

L A

pplic

ant i

s to

ass

ure

that

the

desi

gn o

r lo

catio

n of

any

si

te-s

peci

fic s

afet

y-re

late

d S

SC

s, fo

r ex

ampl

e pi

pe tu

nnel

s or

duc

t ba

nks,

will

not

exp

ose

thos

e S

SC

s to

pos

sibl

e im

pact

due

to th

e fa

ilure

or

col

laps

e of

non

-sei

smic

cat

egor

y I s

truc

ture

s, o

r w

ith a

ny o

ther

S

SC

s th

at c

ould

pot

entia

lly im

pact

, suc

h as

hea

vy h

aul r

oute

load

s,

tran

smis

sion

tow

ers,

non

saf

ety-

rela

ted

stor

age

tank

s, e

tc.

3.7.

2.8

3a

CO

L 3.

7(10

)It

is th

e re

spon

sibi

lity

of th

e C

OL

App

lican

t to

furt

her

addr

ess

stru

ctur

e-to

-str

uctu

re in

tera

ctio

n if

the

spec

ific

site

con

ditio

ns c

an b

e im

port

ant f

or th

e se

ism

ic r

espo

nse

of p

artic

ular

US

-AP

WR

sei

smic

ca

tego

ry I

stru

ctur

es, o

r m

ay r

esul

t in

exce

edan

ce o

f ass

umed

pr

essu

re d

istr

ibut

ions

use

d fo

r th

e U

S-A

PW

R s

tand

ard

plan

t des

ign.

3.7.

2.8

3a

CO

L 3.

7(11

)It

is th

e re

spon

sibi

lity

of th

e C

OL

App

lican

t to

conf

irm th

e m

asse

s an

d fr

eque

ncie

s of

the

PC

CV

pol

ar c

rane

and

fuel

han

dlin

g cr

ane

and

to

dete

rmin

e if

coup

led

site

-spe

cific

ana

lyse

s ar

e re

quire

d.

3.7.

2.3.

4

CO

L 3.

7(12

)It

is th

e re

spon

sibi

lity

of th

e C

OL

App

lican

t to

desi

gn s

eism

ic c

ateg

ory

I be

low

- or

abo

ve-g

roun

d liq

uid-

reta

inin

g m

etal

tank

s su

ch th

at th

ey a

re

encl

osed

by

a to

rnad

o m

issi

le p

rote

ctin

g co

ncre

te v

ault

or w

all,

in o

rder

to

con

fine

the

emer

genc

y ga

s tu

rbin

e fu

el s

uppl

y.

3.7.

3.9

App

endi

x 3M

M3a

Tab

le1.

8-20

1 (

Sh

eet

10 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

22

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

7(13

)T

he C

OL

App

lican

t is

to s

et th

e va

lue

of th

e O

BE

that

ser

ves

as th

e ba

sis

for

defin

ing

the

crite

ria fo

r sh

utdo

wn

of th

e pl

ant,

acco

rdin

g to

the

site

spe

cific

con

ditio

ns.

3.7.

1.1

3a

CO

L 3.

7(14

)T

he C

OL

App

lican

t is

to d

eter

min

e fr

om th

e si

te-s

peci

fic g

eolo

gica

l and

se

ism

olog

ical

con

ditio

ns if

mul

tiple

US

-AP

WR

uni

ts a

t a s

ite w

ill h

ave

esse

ntia

lly th

e sa

me

seis

mic

res

pons

e, a

nd b

ased

on

that

de

term

inat

ion,

cho

ose

if m

ore

than

one

uni

t is

prov

ided

with

sei

smic

in

stru

men

tatio

n at

a m

ultip

le-u

nit

site

.

3.7.

4.3

3a

CO

L 3.

7(15

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

7(16

)T

he C

OL

App

lican

t sha

ll pr

ovid

e fr

ee-f

ield

sei

smic

inst

rum

enta

tion

in

the

vici

nity

of t

he p

ower

blo

ck a

rea

at s

urfa

ce g

rade

whi

ch s

hall

be

used

for

shut

dow

n de

term

inat

ion,

unl

ess

othe

rwis

e ju

stifi

ed. A

ny s

uch

just

ifica

tion

shal

l be

base

d on

con

ditio

ns a

nd r

equi

rem

ents

spe

cific

to

the

site

, and

sha

ll in

clud

e ju

stifi

catio

n fo

r ev

alua

tion

of O

BE

ex

ceed

ance

usi

ng o

nly

mea

sure

men

ts fr

om in

stru

men

tatio

n in

stal

led

on th

e bu

ildin

gs a

nd th

e st

ruct

ures

of t

he U

S-A

PW

R s

tand

ard

plan

t.

3.7.

4.1

3.7.

4.2

3.7.

4.4

3a

CO

L 3.

7(17

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

7(18

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

7(19

)T

he C

OL

App

lican

t is

to id

entif

y th

e im

plem

enta

tion

mile

ston

e fo

r th

e se

ism

ic in

stru

men

tatio

n im

plem

enta

tion

prog

ram

bas

ed o

n th

e di

scus

sion

in S

ubse

ctio

ns 3

.7.4

.1 th

roug

h 3.

7.4.

5.

3.7.

4.6

1b

CO

L 3.

7(20

)T

he C

OL

App

lican

t is

to v

alid

ate

the

site

-inde

pend

ent s

eism

ic d

esig

n of

the

stan

dard

pla

nt fo

r si

te-s

peci

fic c

ondi

tions

, inc

ludi

ng g

eolo

gica

l, se

ism

olog

ical

, and

geo

phys

ical

cha

ract

eris

tics,

and

to d

evel

op th

e si

te-s

peci

fic G

MR

S.

3.7

App

endi

x 3N

N3a

Tab

le1.

8-20

1 (

Sh

eet

11 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

23

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

7(21

)T

he C

OL

App

lican

t is

resp

onsi

ble

for

the

seis

mic

des

ign

of th

ose

seis

mic

cat

egor

y I a

nd s

eism

ic c

ateg

ory

II S

SC

s th

at a

re n

ot p

art o

f the

U

S-A

PW

R s

tand

ard

plan

t.

3.7

3a

CO

L 3.

7(22

)T

he C

OL

App

lican

t is

requ

ired

to p

erfo

rm s

ite-s

peci

fic s

eism

ic

anal

yses

, inc

ludi

ng S

SI a

naly

sis

whi

ch m

ay c

onsi

der

seis

mic

wav

e tr

ansm

issi

on in

cohe

renc

e an

d an

alys

is o

f the

CA

V o

f the

sei

smic

inpu

t m

otio

n, in

ord

er to

det

erm

ine

if hi

gh-f

requ

ency

exc

eeda

nces

of t

he

CS

DR

S c

ould

be

tran

smitt

ed to

SS

Cs

in th

e pl

ant s

uper

stru

ctur

e w

ith

pote

ntia

lly d

amag

ing

effe

cts.

3.7.

1.1

3a

CO

L 3.

7(23

)T

he C

OL

App

lican

t is

to v

erify

that

the

resu

lts o

f the

site

-spe

cific

SS

I an

alys

is fo

r th

e br

oade

ned

ISR

S a

nd b

asem

ent w

alls

late

ral s

oil

pres

sure

s ar

e en

velo

ped

by th

e U

S-A

PW

R s

tand

ard

desi

gn.

3.7.

2.4.

1A

ppen

dix

3NN

3a

CO

L 3.

7(24

)T

he C

OL

App

lican

t is

to v

erify

that

the

site

-spe

cific

rat

ios

V/A

and

AD

/V2 (

A, V

, D, a

re P

GA

, gro

und

velo

city

, and

gro

und

disp

lace

men

t, re

spec

tivel

y) a

re c

onsi

sten

t with

cha

ract

eris

tic v

alue

s fo

r th

e m

agni

tude

and

dis

tanc

e of

the

appr

opria

te c

ontr

ollin

g ev

ents

def

inin

g th

e si

te-s

peci

fic u

nifo

rm h

azar

d re

spon

se s

pect

ra.

3.7.

1.1

3a

CO

L 3.

7(25

)T

he C

OL

App

lican

t ref

eren

cing

the

US

-AP

WR

sta

ndar

d de

sign

is

requ

ired

to p

erfo

rm a

site

-spe

cific

SS

I ana

lysi

s fo

r th

e R

/B-P

CC

V-c

onta

inm

ent i

nter

nal s

truc

ture

, and

PS

/B m

odel

, util

izin

g th

e pr

ogra

m A

CS

SA

SS

I (R

efer

ence

3.7

-17)

whi

ch c

onta

ins

time

hist

ory

inpu

t inc

oher

ence

func

tion

capa

bilit

y. T

he S

SI a

naly

sis

usin

g S

AS

SI i

s re

quire

d in

ord

er to

con

firm

that

site

-spe

cific

effe

cts

are

enve

lope

d by

the

stan

dard

des

ign.

3.7.

2.4.

1A

ppen

dix

3NN

3a

Tab

le1.

8-20

1 (

Sh

eet

12 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

24

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

7(26

)S

SI e

ffect

s ar

e al

so c

onsi

dere

d by

the

CO

L A

pplic

ant i

n si

te-s

peci

fic

seis

mic

des

ign

of a

ny s

eism

ic c

ateg

ory

I and

II s

truc

ture

s th

at a

re n

ot

incl

uded

in th

e U

S-A

PW

R s

tand

ard

plan

t. C

onsi

dera

tion

of

stru

ctur

e-to

-str

uctu

re in

tera

ctio

n is

dis

cuss

ed in

Sub

sect

ion

3.7.

2.8.

T

he s

ite-s

peci

fic S

SI a

naly

sis

is p

erfo

rmed

for

build

ings

and

str

uctu

res

incl

udin

g, b

ut n

ot li

mite

d to

, to

the

follo

win

g:

·S

eism

ic c

ateg

ory

I E

SW

PT

·S

eism

ic c

ateg

ory

I P

SF

SV

·S

eis

mic

ca

tego

ry I

UH

SR

S

3.7.

2.4.

1A

ppen

dix

3KK

App

endi

x 3L

LA

ppen

dix

3MM

3a

CO

L 3.

7(27

)It

is th

e re

spon

sibi

lity

of th

e C

OL

App

lican

t to

perf

orm

any

site

-spe

cific

se

ism

ic a

naly

sis

for

dam

s th

at m

ay b

e re

quire

d.3.

7.2.

133.

7.3.

83a

CO

L 3.

7(28

)T

he o

vera

ll ba

sem

at d

imen

sion

s, b

asem

at e

mbe

dmen

t dep

ths,

and

m

axim

um h

eigh

t of t

he U

S-A

PW

R R

/B, P

CC

V, a

nd c

onta

inm

ent

inte

rnal

str

uctu

re o

n th

eir

com

mon

bas

emat

are

giv

en in

Tab

le 3

.7.1

-3

and

as u

pdat

ed b

y th

e C

OL

App

lican

t to

incl

ude

site

-spe

cific

sei

smic

ca

tego

ry I

stru

ctur

es.

3.7.

1.3

Tabl

e 3.

7.1-

3R3a

CO

L 3.

7(29

)Ta

ble

3.7.

2-1,

as

upda

ted

by th

e C

OL

App

lican

t to

incl

ude

site

-spe

cific

se

ism

ic c

ateg

ory

I str

uctu

res,

pre

sent

s a

sum

mar

y of

dyn

amic

ana

lysi

s an

d co

mbi

natio

n te

chni

ques

incl

udin

g ty

pes

of m

odel

s an

d co

mpu

ter

prog

ram

s us

ed, s

eism

ic a

naly

sis

met

hods

, and

met

hod

of c

ombi

natio

n fo

r th

e th

ree

dire

ctio

nal c

ompo

nent

s fo

r th

e se

ism

ic a

naly

sis

of th

e U

S-A

PW

R s

tand

ard

plan

t sei

smic

cat

egor

y I b

uild

ings

and

str

uctu

res.

3.7.

2.1

Tabl

e 3.

7.2-

1R3a

CO

L 3.

7(30

)T

he C

OL

App

lican

t is

to p

rovi

de s

ite-s

peci

fic d

esig

n gr

ound

mot

ion

time

hist

orie

s an

d du

ratio

ns o

f mot

ion.

3.7.

1.1

Fig

ures

3.7

-204

–

3.7-

209

3a

Tab

le1.

8-20

1 (

Sh

eet

13 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

25

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

8(1)

Del

eted

from

the

DC

D.

CO

L 3.

8(2)

Del

eted

from

the

DC

D.

CO

L 3.

8(3)

It is

the

resp

onsi

bilit

y of

the

CO

L A

pplic

ant t

o as

sure

that

any

mat

eria

l ch

ange

s ba

sed

on s

ite-s

peci

fic m

ater

ial s

elec

tion

for

cons

truc

tion

of

the

PC

CV

mee

t the

req

uire

men

ts s

peci

fied

in A

SM

E C

ode,

Sec

tion

III,

Art

icle

CC

-200

0 of

the

code

and

sup

plem

enta

ry r

equi

rem

ents

of R

G

1.13

6 as

wel

l as

SR

P 3

.8.1

.

3.8.

1.6

3a

CO

L 3.

8(4)

Del

eted

from

the

DC

D.

CO

L 3.

8(5)

Del

eted

from

the

DC

D.

CO

L 3.

8(6)

Del

eted

from

the

DC

D.

CO

L 3.

8(7)

It is

the

resp

onsi

bilit

y of

the

CO

L A

pplic

ant t

o de

term

ine

the

site

-spe

cific

agg

ress

ivity

of t

he g

roun

d w

ater

/soi

l and

acc

omm

odat

e th

is p

aram

eter

into

the

conc

rete

mix

des

ign

as w

ell a

s in

to th

e si

te-s

peci

fic s

truc

tura

l sur

veill

ance

pro

gram

.

3.8.

1.6

3.8.

4.7

3a

CO

L 3.

8(8)

Del

eted

from

the

DC

D.

CO

L 3.

8(9)

Del

eted

from

the

DC

D.

CO

L 3.

8(10

)T

he p

rest

ress

ing

syst

em is

des

igne

d as

a s

tran

d sy

stem

, how

ever

the

syst

em m

ater

ial m

ay b

e sw

itche

d to

a w

ire s

yste

m a

t the

cho

ice

of th

e C

OL

App

lican

t. If

this

is d

one,

the

CO

L A

pplic

ant i

s to

adj

ust t

he

US

-AP

WR

sta

ndar

d pl

ant t

endo

n sy

stem

des

ign

and

deta

ils o

n a

site

-spe

cific

bas

is.

3.8.

1.6

3a

CO

L 3.

8(11

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

8(12

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

14 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

26

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

8(13

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

8(14

)It

is th

e re

spon

sibi

lity

of th

e C

OL

App

lican

t to

esta

blis

h p

rogr

ams

for

test

ing

and

ISI o

f the

PC

CV

, inc

ludi

ng p

erio

dic

inse

rvic

e su

rvei

llanc

e an

d in

spec

tion

of th

e P

CC

V li

ner

and

pres

tres

sing

tend

ons

in

acco

rdan

ce w

ith A

SM

E C

ode

Sec

tion

XI,

Sub

sect

ion

IWL.

3.8.

1.7

1a

CO

L 3.

8(15

)T

he C

OL

App

lican

t is

resp

onsi

ble

for

the

seis

mic

des

ign

of th

ose

seis

mic

cat

egor

y I a

nd s

eism

ic c

ateg

ory

II S

SC

s no

t sei

smic

ally

de

sign

ed a

s pa

rt o

f the

US

-AP

WR

sta

ndar

d pl

ant,

incl

udin

g th

e fo

llow

ing

seis

mic

cat

egor

y I s

truc

ture

s:

ES

WP

T

UH

SR

S

PS

FS

Vs

3.8.

43a

CO

L 3.

8(16

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

8(17

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

8(18

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

8(19

)T

he d

esig

n an

d an

alys

is o

f the

ES

WP

T, U

HS

RS

, PS

FS

Vs,

and

oth

er

site

-spe

cific

str

uctu

res

are

to b

e pr

ovid

ed b

y th

e C

OL

App

lican

t bas

ed

on s

ite-s

peci

fic s

eism

ic c

riter

ia.

3.8.

4.1.

3F

igur

es 3

.8-2

01 –

3.

8-21

4

3a

Tab

le1.

8-20

1 (

Sh

eet

15 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

27

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

8(20

)T

he C

OL

App

lican

t is

to id

entif

y an

y ap

plic

able

ext

erna

lly g

ener

ated

lo

ads.

Suc

h si

te-s

peci

fic lo

ads

incl

ude

thos

e in

duce

d by

floo

ds,

pote

ntia

l non

-ter

roris

m r

elat

ed a

ircra

ft cr

ashe

s, e

xplo

sive

haz

ards

in

prox

imity

to th

e si

te, a

nd p

roje

ctile

s an

d m

issi

les

gene

rate

d fr

om

activ

ities

of n

earb

y m

ilita

ry in

stal

latio

ns.

3.8.

4.3

3a

CO

L 3.

8(21

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

8(22

)T

he C

OL

App

lican

t is

to e

stab

lish

a si

te-s

peci

fic p

rogr

am fo

r m

onito

ring

and

mai

nten

ance

of s

eism

ic c

ateg

ory

I str

uctu

res

in

acco

rdan

ce w

ith th

e re

quire

men

ts o

f NU

MA

RC

93-

01 (

Ref

eren

ce

3.8-

28)

and

10 C

FR

50.

65 (

Ref

eren

ce 3

.8-2

9) a

s de

taile

d in

RG

1.1

60

(Ref

eren

ce 3

.8-3

0). F

or s

eism

ic c

ateg

ory

I str

uctu

res,

mon

itorin

g is

to

incl

ude

base

set

tlem

ents

and

diff

eren

tial d

ispl

acem

ents

.

3.8.

4.7

1b

CO

L 3.

8(23

)T

he C

OL

App

lican

t is

to d

eter

min

e if

the

site

-spe

cific

zon

e of

max

imum

fr

ost p

enet

ratio

n ex

tend

s be

low

the

dept

h of

the

base

mat

s fo

r th

e st

anda

rd p

lant

, and

to p

our

fill c

oncr

ete

unde

r an

y ba

sem

at a

bove

the

fros

t lin

e so

that

the

botto

m o

f fill

con

cret

e is

bel

ow th

e m

axim

um fr

ost

pene

trat

ion

leve

l.

3.8.

5.1

3a

CO

L 3.

8(24

)O

ther

non

-sta

ndar

d se

ism

ic c

ateg

ory

I bui

ldin

gs a

nd s

truc

ture

s of

the

US

-AP

WR

are

des

igne

d by

the

CO

L A

pplic

ant b

ased

on

site

-spe

cific

su

bgra

de c

ondi

tions

.

3.8.

5.1.

3F

igur

e 3.

8-20

2F

igur

e 3.

8-21

3F

igur

e 3.

8-21

4

3a

CO

L 3.

8(25

)T

he s

ite-s

peci

fic C

OL

are

to a

ssur

e th

e de

sign

crit

eria

list

ed in

Cha

pter

2,

Tab

le 2

.0-1

, is

met

or

exce

eded

.3.

8.5.

5Ta

ble

3.8-

202

3a

Tab

le1.

8-20

1 (

Sh

eet

16 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

28

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

8(26

)S

ubsi

denc

e an

d di

ffere

ntia

l dis

plac

emen

t may

ther

efor

e be

red

uced

to

less

than

2 in

. if j

ustif

ied

by th

e C

OL

App

lican

t bas

ed o

n si

te s

peci

fic

soil

prop

ertie

s.

3.8.

5.4.

43a

CO

L 3.

8(27

)T

he C

OL

App

lican

t is

to s

peci

fy n

orm

al o

pera

ting

ther

mal

load

s fo

r si

te-s

peci

fic s

truc

ture

s, a

s ap

plic

able

.3.

8.4.

3.7.

1Ta

ble

3.8-

201

3a

CO

L 3.

8(28

)T

he C

OL

App

lican

t is

to s

peci

fy c

oncr

ete

stre

ngth

util

ized

in

non-

stan

dard

pla

nt s

eism

ic c

ateg

ory

I str

uctu

res.

3.8.

4.6.

1.1

3a

CO

L 3.

8(29

)T

he C

OL

App

lican

t is

to p

rovi

de d

esig

n an

d an

alys

is p

roce

dure

s fo

r th

e E

SW

PT,

UH

SR

S, a

nd P

SF

SV

s.3.

8.4.

4.3

App

endi

x 3K

KA

ppen

dix

3LL

App

endi

x 3M

M

3a

CO

L 3.

8(30

)W

hen

a co

effic

ient

of f

rictio

n of

0.7

is u

sed

in c

alcu

latin

g sl

idin

g re

sist

ance

Fs,

rou

ghen

ing

of fi

ll co

ncre

te is

req

uire

d pe

r cr

iteria

giv

en

in S

ectio

n 11

.7.9

of A

CI 3

49 (

Ref

eren

ce 3

.8-8

). If

a c

oeffi

cien

t of

fric

tion

of le

ss th

an 0

.7 is

use

d by

the

CO

L A

pplic

ant,

roug

heni

ng o

f fill

co

ncre

te is

not

req

uire

d.

3.8.

4.4.

33.

8.5.

5.2

3a

CO

L 3.

9(1)

The

CO

L A

pplic

ant i

s to

ass

ure

snub

ber

func

tiona

lity

in h

arsh

ser

vice

co

nditi

ons,

incl

udin

g sn

ubbe

r m

ater

ials

(e.

g., l

ubric

ants

, hyd

raul

ic

fluid

s, s

eals

).

3.9.

3.4.

2.5

3a

CO

L 3.

9(2)

The

firs

t CO

L A

pplic

ant i

s to

com

plet

e th

e vi

brat

ion

asse

ssm

ent

prog

ram

, inc

ludi

ng th

e vi

brat

ion

test

res

ults

, co

nsis

tent

with

gui

danc

e of

RG

1.2

0. S

ubse

quen

t CO

L A

pplic

ant n

eed

only

pro

vide

info

rmat

ion

in a

ccor

danc

e w

ith th

e ap

plic

able

por

tion

of p

ositi

on C

.3 o

f RG

1.2

0 fo

r N

on-P

roto

type

inte

rnal

s.

3.9.

2.4.

12

CO

L 3.

9(3)

Del

eted

fro

m th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

17 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

29

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

9(4)

Del

eted

fro

m th

e D

CD

.

CO

L 3.

9(5)

Del

eted

fro

m th

e D

CD

.

CO

L 3.

9(6)

The

CO

L A

pplic

ant i

s to

pro

vide

the

prog

ram

for

IST

of d

ynam

ic

rest

rain

ts in

acc

orda

nce

with

the

AS

ME

OM

Cod

e.3.

9.6.

41b

CO

L 3.

9(7)

Del

eted

from

the

DC

D.

CO

L 3.

9(8)

The

CO

L A

pplic

ant i

s to

adm

inis

trat

ivel

y co

ntro

l the

edi

tion

and

adde

nda

to b

e us

ed fo

r th

e IS

T p

rogr

am, a

nd to

pro

vide

a fu

ll de

scrip

tion

of th

eir

IST

pro

gram

for

pum

ps, v

alve

s, a

nd d

ynam

ic

rest

rain

ts.

3.9.

63a

CO

L 3.

9(9)

Del

eted

from

the

DC

D.

CO

L 3.

9(10

)T

he C

OL

App

lican

t is

to id

entif

y th

e si

te-s

peci

fic a

ctiv

e pu

mps

.3.

9.3.

3.1

3a

CO

L 3.

9(11

)T

he C

OL

App

lican

t is

to p

rovi

de s

ite-s

peci

fic, s

afet

y-re

late

d pu

mp

IST

pa

ram

eter

s an

d fr

eque

ncy.

3.9.

6.2

Tabl

e 3.

9-20

23a

CO

L 3.

9(12

)T

he C

OL

App

lican

t is

to p

rovi

de ty

pe o

f tes

ting

and

freq

uenc

y of

si

te-s

peci

fic v

alve

s su

bjec

t to

IST

in a

ccor

danc

e w

ith th

e A

SM

E C

ode.

3.9.

6.3

Tabl

e 3.

9-20

33a

CO

L 3.

10(1

)T

he C

OL

App

lican

t is

to d

ocum

ent a

nd im

plem

ent a

n eq

uipm

ent

qual

ifica

tion

prog

ram

for

seis

mic

cat

egor

y I e

quip

men

t and

pro

vide

m

ilest

ones

and

com

plet

ion

date

s.

3.10

.4.1

1a

CO

L 3.

10(2

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

18 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

30

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

10(3

)T

he C

OL

App

lican

t is

to d

evel

op a

nd m

aint

ain

an e

quip

men

t qu

alifi

catio

n fil

e th

at c

onta

ins

a lis

t of s

yste

ms,

equ

ipm

ent,

and

equi

pmen

t sup

port

str

uctu

res

and

sum

mar

y da

ta s

heet

s re

ferr

ed to

as

an e

quip

men

t qua

lific

atio

n su

mm

ary

data

she

et (

EQ

SD

S)

of th

e se

ism

ic q

ualif

icat

ion

for

each

pie

ce o

f saf

ety-

rela

ted

seis

mic

cat

egor

y I

equi

pmen

t (i.e

., ea

ch m

echa

nica

l and

ele

ctric

al c

ompo

nent

of e

ach

syst

em),

whi

ch s

umm

ariz

e th

e co

mpo

nent

’s q

ualif

icat

ion.

3.10

1a

CO

L 3.

10(4

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

10(5

)C

ompo

nent

s th

at h

ave

been

pre

viou

sly

test

ed to

IEE

E S

td 3

44-1

971

prio

r to

sub

mitt

al o

f the

DC

D a

re r

eeva

luat

ed to

just

ify th

e ap

prop

riate

ness

of t

he in

put m

otio

n an

d re

qual

ify th

e eq

uipm

ent,

if ne

cess

ary.

The

CO

L A

pplic

ant i

s to

req

ualif

y th

e co

mpo

nent

usi

ng

biax

ial t

est i

nput

mot

ion

unle

ss th

e ap

plic

ant p

rovi

des

just

ifica

tion

for

usin

g a

sing

le-a

xis

test

inpu

t mot

ion.

3.10

.21a

CO

L 3.

10(6

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

10(7

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

10(8

)F

or d

esig

n of

sei

smic

cat

egor

y I a

nd II

SS

Cs

that

are

not

par

t of t

he

stan

dard

pla

nt, t

he C

OL

App

lican

t can

sim

ilarly

elim

inat

e th

e O

BE

, or

optio

nally

set

the

OB

E h

ighe

r th

an 1

/3 S

SE

, pro

vide

d th

e de

sign

of t

he

non-

stan

dard

pla

nt’s

SS

Cs

are

anal

yzed

for

the

chos

en O

BE

.

3.10

.13a

Tab

le1.

8-20

1 (

Sh

eet

19 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

31

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

10(9

)T

he C

OL

App

lican

t is

to in

vest

igat

e if

site

-spe

cific

in-s

truc

ture

re

spon

se s

pect

ra g

ener

ated

for

the

CO

L ap

plic

atio

n m

ay e

xcee

d th

e st

anda

rd U

S-A

PW

R d

esig

n’s

in-s

truc

ture

res

pons

e sp

ectr

a in

the

high

-fre

quen

cy r

ange

. Acc

ordi

ngly

, the

CO

L A

pplic

ant i

s to

con

side

r th

e fu

nctio

nal p

erfo

rman

ce o

f vib

ratio

n-se

nsiti

ve c

ompo

nent

s, s

uch

as

rela

ys a

nd o

ther

inst

rum

ent a

nd c

ontr

ol d

evic

es w

hose

out

put c

ould

be

affe

cted

by

high

freq

uenc

y ex

cita

tion.

3.10

.23a

CO

L 3.

10(1

0)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

11(1

)T

he C

OL

App

lican

t is

resp

onsi

ble

for

asse

mbl

ing

and

mai

ntai

ning

the

envi

ronm

enta

l qua

lific

atio

n do

cum

ent,

whi

ch s

umm

ariz

es th

e qu

alifi

catio

n re

sults

for

all

equi

pmen

t ide

ntifi

ed in

App

endi

x 3D

, fo

r th

e lif

e of

the

plan

t.

3.11

3a

CO

L 3.

11(2

)T

he C

OL

App

lican

t is

to d

escr

ibe

how

the

resu

lts o

f the

qua

lific

atio

n te

sts

are

to b

e re

cord

ed in

an

audi

tabl

e fil

e in

acc

orda

nce

with

re

quire

men

ts o

f 10

CF

R 5

0.49

(j).

3.11

.33a

CO

L 3.

11(3

)T

he C

OL

App

lican

t is

to p

rovi

de a

sch

edul

e sh

owin

g th

e E

Q P

rogr

am

prop

osed

impl

emen

tatio

n m

ilest

ones

.3.

114

CO

L 3.

11(4

)T

he C

OL

App

lican

t is

to d

escr

ibe

perio

dic

test

s, c

alib

ratio

ns, a

nd

insp

ectio

ns to

be

perf

orm

ed d

urin

g th

e lif

e of

the

plan

t, w

hich

ver

ify th

e id

entif

ied

equi

pmen

t rem

ains

cap

able

of f

ulfil

ling

its in

tend

ed fu

nctio

n.

3.11

3a

CO

L 3.

11(5

)T

he C

OL

App

lican

t is

to id

entif

y th

e si

te-s

peci

fic e

quip

men

t to

be

addr

esse

d in

the

EQ

Pro

gram

, inc

ludi

ng lo

catio

ns a

nd e

nviro

nmen

tal

cond

ition

s.

3.11

.1.1

Tabl

e 3D

-201

3a

Tab

le1.

8-20

1 (

Sh

eet

20 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

32

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

11(6

)T

he C

OL

App

lican

t is

to q

ualif

y si

te-s

peci

fic e

lect

rical

and

mec

hani

cal

equi

pmen

t (in

clud

ing

inst

rum

enta

tion

and

cont

rol,

and

cert

ain

acci

dent

m

onito

ring

equi

pmen

t) u

sing

qua

lific

atio

n pr

oces

s th

at is

equ

ival

ent t

o th

at d

elin

eate

d fo

r th

e U

S-A

PW

R S

tand

ard

Pla

nt, a

s de

scrib

ed in

Te

chni

cal R

epor

t MU

AP

-080

15.

3.11

.43a

CO

L 3.

11(7

)T

he C

OL

App

lican

t is

to id

entif

y ch

emic

al a

nd r

adia

tion

envi

ronm

enta

l re

quire

men

ts fo

r si

te-s

peci

fic q

ualif

icat

ion

of e

lect

rical

and

mec

hani

cal

equi

pmen

t (in

clud

ing

inst

rum

enta

tion

and

cont

rol,

and

cert

ain

acci

dent

m

onito

ring

equi

pmen

t).

3.11

.53a

CO

L 3.

11(8

)T

he C

OL

App

lican

t is

to p

rovi

de th

e si

te-s

peci

fic m

echa

nica

l eq

uipm

ent r

equi

rem

ents

.3.

11.6

Tabl

e 3D

-201

3a

CO

L 3.

11(9

)O

ptio

nally

, the

CO

L A

pplic

ant m

ay r

evis

e th

e pa

ram

eter

s ba

sed

on

site

-spe

cific

con

side

ratio

ns.

3.11

.1.2

3a

CO

L 3.

12(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

12(2

)If

any

pipi

ng is

rou

ted

in tu

nnel

s or

tren

ches

in th

e ya

rd, t

he C

OL

App

lican

t is

to g

ener

ate

site

-spe

cific

sei

smic

res

pons

e sp

ectr

a, w

hich

m

ay b

e us

ed fo

r th

e de

sign

of t

hese

pip

ing

syst

ems.

3.12

.5.1

3a

CO

L 3.

12(3

)If

the

CO

L A

pplic

ant f

inds

it n

eces

sary

to la

y A

SM

E C

ode,

Sec

tion

III

(Ref

eren

ce 3

.12-

2), C

lass

2 o

r 3

pipi

ng e

xpos

ed to

win

d or

torn

ado

load

s, th

en s

uch

pipi

ng m

ust b

e de

sign

ed to

the

plan

t des

ign

basi

s lo

ads.

3.12

.5.3

.63a

CO

L 3.

12(4

)T

he C

OL

App

lican

t is

to s

cree

n pi

ping

sys

tem

s th

at a

re s

ensi

tive

to

high

freq

uenc

y m

odes

for

furt

her

eval

uatio

n.3.

12.5

.63a

CO

L 3.

12(5

)T

he C

OL

hold

er fo

r th

e fir

st p

lant

is to

per

form

the

pres

suriz

er s

urge

lin

e m

onito

ring

subs

eque

nt to

the

CO

L ite

m 1

4.2(

11).

3.12

.5.1

03a

Tab

le1.

8-20

1 (

Sh

eet

21 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

33

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 3.

13(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

13(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 3.

13(3

)T

he C

OL

App

lican

t is

to r

etai

n qu

ality

rec

ords

incl

udin

g ce

rtifi

ed

mat

eria

l tes

t rep

orts

for

all p

rope

rty

test

and

ana

lytic

al w

ork

perf

orm

ed

on n

ucle

ar th

read

ed fa

sten

ers

in a

ccor

danc

e w

ith th

e re

quire

men

ts o

f 10

CF

R 5

0.71

.

3.13

.1.5

3a

CO

L 3.

13(4

)T

he C

OL

App

lican

t is

to a

ddre

ss c

ompl

ianc

e w

ith IS

I req

uire

men

ts a

s su

mm

ariz

ed in

Sub

sect

ion

3.13

.2.

3.13

.21b

CO

L 3.

13(5

)T

he C

OL

App

lican

t is

to c

omm

it to

com

plyi

ng w

ith t

he r

equi

rem

ents

of

AS

ME

Cod

e, S

ectio

n X

I, IW

A-5

000

(Ref

eren

ce3.

13-1

4),

and

the

requ

irem

ents

of 1

0C

FR

50.5

5a(b

)(2)

(xxv

i) (R

efer

ence

3.13

-11)

, P

ress

ure

Test

ing

Cla

ss 1

, 2,

and

3 M

echa

nica

l Joi

nts,

and

Par

agra

ph

(xxv

ii) R

emov

al o

f Ins

ulat

ion.

3.13

.23a

CO

L 4.

4(1)

Del

eted

from

the

DC

D.

CO

L 5.

2(1)

AS

ME

Cod

e C

ases

that

are

app

rove

d in

Reg

ulat

ory

Gui

de 1

.84;

The

C

OL

appl

ican

t add

ress

es th

e ad

ditio

n of

AS

ME

Cod

e C

ases

that

are

ap

prov

ed in

Reg

ulat

ory

Gui

de 1

.84.

5.2.

1.2

3a

CO

L 5.

2(2)

AS

ME

Cod

e C

ases

that

are

app

rove

d in

Reg

ulat

ory

Gui

de 1

.147

; The

C

OL

appl

ican

t add

ress

es C

ode

Cas

es in

voke

d in

con

nect

ion

with

the

inse

rvic

e in

spec

tion

prog

ram

that

are

in c

ompl

ianc

e w

ith R

egul

ator

y G

uide

1.1

47.

5.2.

1.2

3a

CO

L 5.

2(3)

AS

ME

Cod

e C

ases

that

are

app

rove

d in

Reg

ulat

ory

Gui

de 1

.192

; The

C

OL

appl

ican

t add

ress

es C

ode

case

s in

voke

d in

con

nect

ion

with

the

oper

atio

n an

d m

aint

enan

ce th

at a

re in

com

plia

nce

with

Reg

ulat

ory

Gui

de 1

.192

.

5.2.

1.2

3a

Tab

le1.

8-20

1 (

Sh

eet

22 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

34

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 5.

2(4)

Inse

rvic

e in

spec

tion

and

test

ing

prog

ram

for

the

RC

PB

The

CO

L ap

plic

ant p

rovi

des

and

deve

lops

the

impl

emen

tatio

n m

ilest

one

of th

e in

serv

ice

insp

ectio

n an

d te

stin

g pr

ogra

m fo

r th

e R

CP

B, i

n ac

cord

ance

with

Sec

tion

XI o

f the

AS

ME

Cod

e an

d 10

CF

R50

.55a

.

5.2.

4.1

Tabl

e 5.

2.4-

201

Tabl

e 13

.4-2

01

1b

CO

L 5.

2(5)

Pre

serv

ice

insp

ectio

n an

d te

stin

g pr

ogra

m fo

r th

e R

CP

B

The

CO

L ap

plic

ant p

rovi

des

and

deve

lops

the

impl

emen

tatio

n m

ilest

one

of th

e pr

eser

vice

insp

ectio

n an

d te

stin

g pr

ogra

m fo

r th

e R

CP

B in

acc

orda

nce

with

Art

icle

NB

-528

0 of

Sec

tion

III, D

ivis

ion

I of

the

AS

ME

Cod

e.

5.2.

4.2

1b a

nd 1

a

CO

L 5.

2(6)

Del

eted

from

the

DC

D.

CO

L 5.

2(7)

Del

eted

from

the

DC

D.

CO

L 5.

2(8)

Del

eted

from

the

DC

D.

CO

L 5.

2(9)

Del

eted

from

the

DC

D.

CO

L 5.

2(10

)D

elet

ed fr

om th

e D

CD

.

CO

L 5.

2(11

)A

SM

E C

ode

Edi

tion

and

Add

enda

The

CO

L ap

plic

ant a

ddre

sses

whe

ther

AS

ME

Cod

e ed

ition

s or

ad

dend

a ot

her

than

thos

e sp

ecifi

ed in

Tab

le 5

.2.1

-1 w

ill b

e us

ed.

5.2.

1.1

3a

CO

L 5.

2(12

)E

PR

I Prim

ary

Wat

er C

hem

istr

y G

uide

line

The

CO

L ap

plic

ant s

houl

d sp

ecify

the

appl

icab

le v

ersi

on o

f the

EP

RI

“Prim

ary

Wat

er C

hem

istr

y G

uide

line”

that

will

be

impl

emen

ted.

5.2.

3.2.

13a

Tab

le1.

8-20

1 (

Sh

eet

23 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

35

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 5.

2(13

)IS

I acc

essi

bilit

y

The

CO

L ap

plic

ant a

ddre

sses

the

disc

ussi

on o

f the

pro

visi

ons

to

pres

erve

acc

essi

bilit

y to

per

form

ISI f

or C

lass

1 c

ompo

nent

s pr

ovid

ed

desi

gn o

f US

-AP

WR

Cla

ss 1

com

pone

nt is

cha

nged

from

the

DC

D

desi

gn.

5.2.

4.1.

13a

CO

L 5.

2(14

)P

roce

dure

s fo

r co

nver

sion

into

com

mon

leak

age

rate

The

CO

L A

pplic

ant a

ddre

sses

and

dev

elop

s a

mile

ston

e sc

hedu

le fo

r pr

epar

atio

n an

d im

plem

enta

tion

of th

e pr

oced

ure.

5.2.

5.9

2

CO

L 5.

2(15

)P

roce

dure

s fo

r op

erat

or r

espo

nse

to p

rolo

nged

low

-leve

l lea

kage

The

CO

L A

pplic

ant a

ddre

sses

and

dev

elop

s a

mile

ston

e sc

hedu

le fo

r pr

epar

atio

n an

d im

plem

enta

tion

of th

e pr

oced

ure.

5.2.

5.9

2

CO

L 5.

3(1)

Pre

ssur

e-Te

mpe

ratu

re L

imit

Cur

ves;

The

CO

L ap

plic

ant a

ddre

sses

the

use

of p

lant

-spe

cific

rea

ctor

ves

sel P

-T li

mit

curv

es.

Gen

eric

P-T

lim

it cu

rves

for

the

US

-AP

WR

rea

ctor

ves

sel a

re s

how

n in

Fig

ures

5.3

-2

and

5.3-

3, w

hich

are

bas

ed o

n th

e co

nditi

ons

desc

ribed

in S

ubse

ctio

n 5.

3.2.

How

ever

, for

a s

peci

fic U

S-A

PW

R p

lant

, the

se li

mit

curv

es a

re

plot

ted

base

d on

act

ual m

ater

ial c

ompo

sitio

n re

quire

men

ts a

nd th

e C

OL

appl

ican

t add

ress

es th

e us

e of

thes

e pl

ant-

spec

ific

curv

es.

5.3.

2.1

5.3.

2.2

3a

CO

L 5.

3(2)

Rea

ctor

Ves

sel M

ater

ial S

urve

illan

ce P

rogr

am; T

he C

OL

appl

ican

t pr

ovid

es a

rea

ctor

ves

sel m

ater

ial s

urve

illan

ce p

rogr

am b

ased

on

info

rmat

ion

in S

ubse

ctio

n 5.

3.1.

6.

5.3.

1.6

1a

Tab

le1.

8-20

1 (

Sh

eet

24 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

36

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 5.

3(3)

Sur

veill

ance

Cap

sule

Orie

ntat

ion

and

Lead

Fac

tors

; The

CO

L ap

plic

ant a

ddre

sses

the

orie

ntat

ion

and

resu

lting

lead

fact

ors

for

the

surv

eilla

nce

caps

ules

of a

par

ticul

ar U

S-A

PW

R p

lant

.

5.3.

1.6.

13a

CO

L 5.

3(4)

Rea

ctor

Ves

sel M

ater

ial P

rope

rtie

s V

erifi

catio

n; T

he C

OL

appl

ican

t ve

rifie

s th

e U

SE

and

RT

ND

T a

t EO

L, in

clud

ing

a P

TS

eva

luat

ion

base

d on

act

ual m

ater

ial p

rope

rty

requ

irem

ents

of t

he r

eact

or v

esse

l mat

eria

l an

d th

e pr

ojec

ted

neut

ron

fluen

ce fo

r th

e de

sign

-life

obj

ectiv

e of

60

year

s.

5.3.

1.1(

DC

D)

5.3.

2.3

5.3.

2.4

3a

CO

L 5.

3(5)

Pre

serv

ice

and

Inse

rvic

e In

spec

tion;

The

CO

L ap

plic

ant p

rovi

des

the

info

rmat

ion

for

pres

ervi

ce a

nd in

serv

ice

insp

ectio

n de

scrib

ed in

S

ubse

ctio

n 5.

2.4.

5.3.

3.7

3a

CO

L 5.

4(1)

Del

eted

from

the

DC

D.

CO

L 5.

4(2)

Del

eted

from

the

DC

D.

CO

L 5.

4(3)

Del

eted

from

the

DC

D.

CO

L 5.

4(4)

Del

eted

from

the

DC

D.

CO

L 5.

4(5)

Del

eted

from

the

DC

D.

CO

L 5.

4(6)

Del

eted

from

the

DC

D.

CO

L 5.

4(7)

Del

eted

from

the

DC

D.

CO

L 6.

1(1)

Del

eted

from

the

DC

D.

CO

L 6.

1(2)

Del

eted

from

the

DC

D.

CO

L 6.

1(3)

Del

eted

from

the

DC

D.

CO

L 6.

1(4)

Del

eted

from

the

DC

D.

Tab

le1.

8-20

1 (

Sh

eet

25 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

37

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 6.

1(5)

Del

eted

from

the

DC

D.

CO

L 6.

1(6)

Del

eted

from

the

DC

D.

CO

L 6.

1(7)

The

CO

L A

pplic

ant i

s re

spon

sibl

e fo

r id

entif

ying

the

impl

emen

tatio

n m

ilest

ones

for

the

coat

ings

pro

gram

.6.

1.2

2

CO

L 6.

2(1)

Del

eted

from

the

DC

D.

CO

L 6.

2(2)

Del

eted

from

the

DC

D.

CO

L 6.

2(3)

Del

eted

from

the

DC

D.

CO

L 6.

2(4)

Del

eted

from

the

DC

D.

CO

L 6.

2(5)

Pre

para

tion

of a

cle

anlin

ess,

hou

seke

epin

g an

d fo

reig

n m

ater

ials

ex

clus

ion

prog

ram

is th

e re

spon

sibi

lity

of th

e C

OL

appl

ican

t. T

his

prog

ram

will

be

esta

blis

hed

to li

mit

200l

bs o

f lat

ent d

ebris

, and

to li

mit

the

allo

cate

d 20

0ft2

of m

isce

llane

ous

debr

is p

er s

ump.

6.2.

2.3

Tabl

e 6.

2.2-

2R2

CO

L 6.

2(6)

Pre

para

tion

of a

dmin

istr

ativ

e pr

oced

ures

is th

e re

spon

sibi

lity

of th

e C

OL

App

lican

t. T

he p

roce

dure

s w

ill e

nsur

e th

at R

MI a

nd fi

ber

insu

latio

n de

bris

with

in Z

OIs

will

be

cons

iste

nt w

ith th

e de

sign

bas

is

debr

is s

peci

fied

in th

e Ta

ble

6.2.

2-4,

and

will

ens

ure

that

the

alum

inum

in

con

tain

men

t exp

osed

to w

ater

in c

onta

inm

ent i

n po

st-L

OC

A

cond

ition

(i.e

., sp

ray

and

blow

ndow

n w

ater

) is

lim

ited

to e

qual

or

less

than

810

ft2.

CO

L 6.

2(7)

Del

eted

from

the

DC

D.

CO

L 6.

2(8)

The

CO

L ap

plic

ant i

s re

spon

sibl

e fo

r id

entif

ying

the

impl

emen

tatio

n m

ilest

one

for

the

cont

ainm

ent l

eaka

ge r

ate

test

ing

prog

ram

des

crib

ed

unde

r 10

CF

R50

, App

endi

x J.

6.2.

6.1

1b

Tab

le1.

8-20

1 (

Sh

eet

26 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

38

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 6.

2(9)

Del

eted

from

the

DC

D.

CO

L 6.

2(10

)D

elet

ed fr

om th

e D

CD

.

CO

L 6.

3(1)

Del

eted

from

the

DC

D.

CO

L 6.

3(2)

Del

eted

from

the

DC

D.

CO

L 6.

3(3)

Del

eted

from

the

DC

D.

CO

L 6.

3(4)

Del

eted

from

the

DC

D.

CO

L 6.

3(5)

Del

eted

from

the

DC

D.

CO

L 6.

3(6)

Del

eted

from

the

DC

D.

CO

L 6.

4(1)

The

CO

L A

pplic

ant i

s re

spon

sibl

e to

pro

vide

det

ails

of s

peci

fic to

xic

chem

ical

s of

mob

ile a

nd s

tatio

nary

sou

rces

with

in th

e re

quire

men

ts o

f R

G1.

78 (

Ref

6.4

-4)

and

eval

uate

the

cont

rol r

oom

hab

itabi

lity

base

d on

the

reco

mm

enda

tion

of R

G1.

78 (

Ref

6.4

-4).

6.4.

4.2

3a

CO

L 6.

4(2)

The

CO

L A

pplic

ant i

s re

spon

sibl

e to

dis

cuss

the

auto

mat

ic a

ctio

ns a

nd

man

ual a

ctio

ns fo

r th

e M

CR

HV

AC

sys

tem

in th

e ev

ent o

f pos

tula

ted

toxi

c ga

s re

leas

e.

6.4.

3

6.4.

4.2

3a

CO

L 6.

4(3)

Del

eted

from

the

DC

D.

CO

L 6.

4(4)

Del

eted

from

the

DC

D.

CO

L 6.

4(5)

The

num

ber,

loca

tions

, sen

sitiv

ity, r

ange

, typ

e, a

nd d

esig

n of

the

toxi

c ga

s de

tect

ors

are

CO

L ite

ms.

Dep

endi

ng o

n pr

oxim

ity to

nea

rby

indu

stria

l, tr

ansp

orta

tion,

and

mili

tary

faci

litie

s, a

nd th

e na

ture

of t

he

activ

ities

in th

e su

rrou

ndin

g ar

ea, a

s w

ell a

s sp

ecifi

c ch

emic

als

onsi

te,

the

CO

L A

pplic

ant i

s re

spon

sibl

e to

spe

cify

the

toxi

c ga

s de

tect

ion

requ

irem

ents

nec

essa

ry to

pro

tect

the

CR

E.

6.4.

63a

Tab

le1.

8-20

1 (

Sh

eet

27 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

39

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 6.

5(1)

Del

eted

from

the

DC

D.

CO

L 6.

5(2)

Del

eted

from

the

DC

D.

CO

L 6.

5(3)

Del

eted

from

the

DC

D.

CO

L 6.

5(4)

Del

eted

from

the

DC

D.

CO

L 6.

6(1)

The

CO

L A

pplic

ant i

s re

spon

sibl

e fo

r id

entif

ying

the

impl

emen

tatio

n m

ilest

one

for

AS

ME

Sec

tion

XI i

nser

vice

insp

ectio

n pr

ogra

m fo

r A

SM

E

Cod

e S

ectio

n III

Cla

ss 2

and

3 s

yste

ms,

com

pone

nts

(pum

ps a

nd

valv

es),

pip

ing,

and

sup

port

s, c

onsi

sten

t with

the

requ

irem

ents

of 1

0 C

FR

50.

55a

(g).

6.6

1b

CO

L 6.

6(2)

The

CO

L A

pplic

ant i

s re

spon

sibl

e fo

r id

entif

ying

the

impl

emen

tatio

n m

ilest

one

for

the

augm

ente

d in

serv

ice

insp

ectio

n pr

ogra

m.

6.6.

81b

CO

L 7.

3(1)

Del

eted

from

the

DC

D.

CO

L 7.

4(1)

The

CO

L ap

plic

ant i

s to

pro

vide

a d

escr

iptio

n of

com

pone

nt c

ontr

ols

and

indi

catio

ns r

equi

red

for

safe

shu

tdow

n re

late

d to

the

UH

S.

7.4.

1.6

Tabl

e 7.

4-20

1Ta

ble

7.4-

202

3a

CO

L 7.

5(1)

The

CO

L ap

plic

ant i

s to

pro

vide

a d

escr

iptio

n of

site

-spe

cific

PA

M

varia

bles.

7.5.

1.1

Tab

le 7

.5-2

01

3a

CO

L 7.

5(2)

The

CO

L ap

plic

ant i

s to

pro

vide

a d

escr

iptio

n of

the

site

-spe

cific

EO

F.7.

5.1.

6.2

3a

CO

L 7.

9(1)

Del

eted

from

the

DC

D.

Tab

le1.

8-20

1 (

Sh

eet

28 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

40

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 8.

2(1)

The

CO

L ap

plic

ant i

s to

add

ress

tran

smis

sion

sys

tem

of t

he u

tility

po

wer

grid

and

its

inte

rcon

nect

ion

to o

ther

grid

s.8.

1.2.

18.

2.1.

18.

2.1.

2.3

Tabl

e 8.

2-20

1Ta

ble

8.2-

202

Fig

ure

8.2-

201

3a

CO

L 8.

2(2)

Del

eted

from

the

DC

D.

CO

L 8.

2(3)

The

CO

L ap

plic

ant i

s to

add

ress

the

plan

t sw

itchy

ard

whi

ch in

clud

es

layo

ut, c

ontr

ol s

yste

m a

nd c

hara

cter

istic

s of

circ

uit b

reak

ers

and

buse

s, a

nd li

ghtn

ing

and

grou

ndin

g pr

otec

tion

equi

pmen

t.

8.1.

18.

1.5.

3.5

8.2.

1.2.

18.

2.1.

2.1.

18.

2.1.

2.1.

28.

2.1.

2.2

Fig

ure

8.1-

1RF

igur

es 8

.2-2

02 –

8.2-

208

Fig

ure

8.3.

1-1R

F

igur

e 8.

3.1-

2R

3a

CO

L 8.

2(4)

The

CO

L ap

plic

ant i

s to

pro

vide

det

ail d

escr

iptio

n of

nor

mal

pre

ferr

ed

pow

er.

8.2.

1.2

Fig

ure

8.2-

202

Fig

ure

8.2-

203

Fig

ure

8.2-

207

Fig

ure

8.2-

208

3a

Tab

le1.

8-20

1 (

Sh

eet

29 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

41

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 8.

2(5)

The

CO

L ap

plic

ant i

s to

pro

vide

det

ail d

escr

iptio

n of

alte

rnat

e pr

efer

red

pow

er.

8.2.

1.2

Fig

ure

8.2-

202

Fig

ure

8.2-

204

Fig

ure

8.2-

207

Fig

ure

8.2-

208

3a

CO

L 8.

2(6)

Del

eted

from

the

DC

D.

CO

L 8.

2(7)

The

CO

L ap

plic

ant i

s to

add

ress

pro

tect

ive

rela

ying

for

each

circ

uit

such

as

lines

and

bus

es.

8.2.

1.2.

1.1

8.2.

1.2.

1.2

Fig

ure

8.2-

203

Fig

ure

8.2-

204

Fig

ure

8.2-

209

Fig

ure

8.2-

210

3a

CO

L 8.

2(8)

The

CO

L ap

plic

ant i

s to

add

ress

sw

itchy

ard

dc p

ower

as

part

of

switc

hyar

d de

sign

des

crip

tion.

8.

2.1.

2.1.

18.

2.1.

2.1.

23a

CO

L 8.

2(9)

The

CO

L ap

plic

ant i

s to

add

ress

sw

itchy

ard

ac p

ower

as

part

of

switc

hyar

d de

sign

des

crip

tion.

8.

2.1.

2.1.

18.

2.1.

2.1.

23a

CO

L 8.

2(10

)T

he C

OL

appl

ican

t is

to a

ddre

ss tr

ansf

orm

er p

rote

ctio

n co

rres

pond

ed

to s

ite-s

peci

fic s

chem

e.

8.2.

1.2

3a

Tab

le1.

8-20

1 (

Sh

eet

30 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

42

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 8.

2(11

)T

he C

OL

appl

ican

t is

to a

ddre

ss th

e st

abili

ty a

nd r

elia

bilit

y st

udy

of th

e of

fsite

pow

er s

yste

m. T

he s

tabi

lity

stud

y is

to b

e co

nduc

ted

in

acco

rdan

ce w

ith B

TP

8-3

(R

efer

ence

8.2

-17)

. The

stu

dy s

houl

d ad

dres

s th

e lo

ss o

f the

uni

t, lo

ss o

f the

larg

est u

nit,

loss

of t

he la

rges

t lo

ad, o

r lo

ss o

f the

mos

t crit

ical

tran

smis

sion

line

incl

udin

g th

e op

erat

ing

rang

e, fo

r m

aint

aini

ng tr

ansi

ent s

tabi

lity.

A fa

ilure

mod

es a

nd

effe

cts

anal

ysis

(F

ME

A)

is to

be

prov

ided

.

The

grid

sta

bilit

y st

udy

show

s in

par

t tha

t, w

ith n

o ex

tern

al e

lect

rical

sv

stem

failu

res,

the

grid

will

rem

ain

stab

le a

nd th

e tr

ansm

issi

on s

yste

m

volta

ge a

nd fr

egue

ncy

will

rem

ain

with

in th

e in

terf

ace

requ

irem

ents

(±

10%

for

vol

tage

and

±5%

for

freq

uenc

y) to

mai

ntai

n th

e R

CP

flow

as

sum

ed in

the

Cha

pter

15

anal

ysis

for

a m

inim

um o

f 3 s

econ

ds

follo

win

g re

acto

r/tu

rbin

e ge

nera

tor

trip

.

8.2.

1.2.

1.1

8.2.

1.2.

38.

2.3

Tabl

e 8.

2-20

3

3a

CO

L 8.

2(12

)D

elet

ed fr

om th

e D

CD

.

CO

L 8.

3(1)

The

CO

L ap

plic

ant i

s to

pro

vide

tran

smis

sion

vol

tage

s. T

his

incl

udes

al

so M

T a

nd R

AT

vol

tage

rat

ings

.8.

3.1.

1Ta

ble

8.3.

1-1R

3a

CO

L 8.

3(2)

The

CO

L ap

plic

ant i

s to

pro

vide

gro

und

grid

and

ligh

tnin

g pr

otec

tion.

8.

3.1.

1.11

3a

CO

L 8.

3(3)

The

CO

L ap

plic

ant i

s to

pro

vide

sho

rt c

ircui

t ana

lysi

s fo

r ac

pow

er

syst

em, s

ince

the

syst

em c

ontr

ibut

ion

is s

ite s

peci

fic.

8.3.

1.1.

98.

3.1.

3.2

8.3.

1.3

3a

CO

L 8.

3(4)

Del

eted

from

the

DC

D.

CO

L 8.

3(5)

Del

eted

from

the

DC

D.

CO

L 8.

3(6)

Del

eted

from

the

DC

D.

CO

L 8.

3(7)

Del

eted

from

the

DC

D.

Tab

le1.

8-20

1 (

Sh

eet

31 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

43

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 8.

3(8)

The

CO

L ap

plic

ant i

s to

pro

vide

sho

rt c

ircui

t ana

lysi

s fo

r dc

pow

er

syst

em.

8.3.

2.1.

18.

3.2.

1.2

8.3.

2.3.

2

3a

CO

L 8.

3(9)

Del

eted

from

the

DC

D.

CO

L 8.

3(10

)T

he C

OL

appl

ican

t is

to p

rovi

de p

rote

ctiv

e de

vise

coo

rdin

atio

n.8.

3.1.

3.4

3a

CO

L 8.

3(11

)T

he C

OL

appl

ican

t is

to p

rovi

de in

sula

tion

coor

dina

tion

(sur

ge a

nd

light

ning

).8.

3.13

.53a

CO

L 8.

3(12

)C

able

Mon

itorin

g P

rogr

am8.

2.3

3a

CO

L 9.

1(1)

Del

eted

from

the

DC

D.

CO

L 9.

1(2)

Del

eted

from

the

DC

D.

CO

L 9.

1(3)

Del

eted

from

the

DC

D.

CO

L 9.

1(4)

Del

eted

from

the

DC

D.

CO

L 9.

1(5)

Del

eted

from

the

DC

D.

Tab

le1.

8-20

1 (

Sh

eet

32 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

44

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

1(6)

To a

ssur

e pr

oper

han

dlin

g of

hea

vy lo

ads

durin

g th

e pl

ant l

ife, t

he C

OL

App

lican

t is

to e

stab

lish

a he

avy

load

han

dlin

g pr

ogra

m, i

nclu

ding

as

soci

ated

pro

cedu

ral a

nd a

dmin

istr

ativ

e co

ntro

ls, t

hat s

atis

fies

com

mitm

ents

mad

e in

Sub

sect

ion

9.1.

5 of

the

DC

D, a

nd th

at m

eets

th

e gu

idan

ce o

f AN

SI/A

SM

E B

30.2

, AN

SI/A

SM

E B

30.9

, AN

SI N

14.6

, A

SM

E N

OG

-1, C

MA

A S

peci

ficat

ion

70-2

000,

NU

RE

G-0

554,

N

UR

EG

-061

2, a

nd N

UR

EG

-080

0, S

ectio

n 9.

1.5

and

RG

1.2

06

C.I.

9.1.

5. D

urin

g th

e op

erat

ing

life

of th

e pl

ant,

it is

ant

icip

ated

that

te

mpo

raril

y in

stal

led

hois

ts a

nd m

obile

cra

nes

will

als

o be

use

d fo

r pl

ant m

aint

enan

ce. T

he h

eavy

load

han

dlin

g pr

ogra

m w

ill in

clud

e al

l cr

anes

and

hoi

sts

on s

ite c

apab

le o

f han

dlin

g he

avy

load

s, in

clud

ing

tem

pora

ry c

rane

s an

d ho

ists

. The

hea

vy lo

ad h

andl

ing

prog

ram

will

ad

opt a

def

ense

-in-d

epth

str

ateg

y to

enh

ance

saf

ety

whe

n ha

ndlin

g he

avy

load

s. F

or in

stan

ce, t

he p

rogr

am w

ill r

estr

ict l

ift h

eigh

ts to

pr

actic

al m

inim

ums

and

limit

liftin

g ac

tiviti

es a

s m

uch

as p

ract

ical

to

plan

t mod

es in

whi

ch lo

ad d

rops

hav

e th

e sm

alle

st p

oten

tial f

or

adve

rse

cons

eque

nces

, par

ticul

arly

whe

n cr

itica

l loa

ds a

re b

eing

ha

ndle

d. F

urth

er, p

rior

to th

e lif

ting

of h

eavy

load

s af

ter

initi

al fu

el

load

ing,

the

prog

ram

will

inst

itute

any

add

ition

al r

evie

ws

as n

eces

sary

to

ass

ure

that

pot

entia

l dro

ps o

f the

se lo

ads

due

to in

adve

rten

t op

erat

ions

or

equi

pmen

t mal

func

tions

, sep

arat

ely

or in

com

bina

tion,

w

ill n

ot je

opar

dize

saf

e sh

utdo

wn

func

tions

, cau

se a

sig

nific

ant r

elea

se

of r

adio

activ

ity, a

crit

ical

ity a

ccid

ent,

or in

abili

ty to

coo

l fue

l with

in th

e re

acto

r ve

ssel

or

spen

t fue

l poo

l. T

he C

OL

App

lican

t will

pre

pare

a

non-

criti

cal h

eavy

load

pro

cedu

re th

at in

clud

es s

ectio

ns, o

n th

e D

esig

n B

ases

, Sys

tem

Des

crip

tions

, Saf

ety

Eva

luat

ion,

Insp

ectio

n an

d Te

stin

g R

equi

rem

ents

, and

Inst

rum

enta

tion

Req

uire

men

ts fo

r th

e pr

ogra

m.

The

hea

vy lo

ad p

rogr

am w

ill in

clud

e re

quire

men

ts fo

r su

ffici

ent

oper

ator

trai

ning

, sys

tem

des

ign,

load

han

dlin

g in

stru

ctio

ns, a

nd

9.1.

5.3

3a

Tab

le1.

8-20

1 (

Sh

eet

33 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

45

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

equi

pmen

t ins

pect

ions

. Saf

e lo

ad p

aths

will

be

defin

ed s

o th

at h

eavy

lo

ads

avoi

d be

ing

mov

ed o

ver

or n

ear

irrad

iate

d fu

el o

r cr

itica

l eq

uipm

ent.

Mec

hani

cal s

tops

or

elec

tric

al in

terlo

cks

to p

reve

nt

mov

emen

t of h

eavy

load

s ne

ar ir

radi

ated

fuel

or

safe

shu

tdow

n eq

uipm

ent m

ay a

lso

be e

mpl

oyed

.

CO

L 9.

1(7)

Del

eted

from

the

DC

D.

CO

L 9.

1(8)

Del

eted

from

the

DC

D.

CO

L 9.

1(9)

The

CO

L ap

plic

ant i

s to

cre

ate

a pr

oced

ure

that

will

inst

ruct

ope

rato

rs

to p

erfo

rm fo

rmal

insp

ectio

n of

the

inte

grity

of t

he s

pent

fuel

rac

ks.

9.1.

2.1

2

CO

L 9.

2(1)

The

CO

L A

pplic

ant i

s to

pro

vide

the

eval

uatio

n of

the

ES

WP

at t

he

low

est p

roba

ble

wat

er le

vel o

f the

UH

S. T

he C

OL

App

lican

t is

to

deve

lop

reco

very

pro

cedu

res

in th

e ev

ent o

f app

roac

hing

low

wat

er

leve

l of U

HS

.

9.2.

1.3

9.2.

5.2.

113

.5.2

.1

3a

CO

L 9.

2(2)

The

CO

L A

pplic

ant i

s to

pro

vide

pro

tect

ion

of th

e si

te-s

peci

fic p

ortio

ns

of th

e E

SW

S a

gain

st a

dver

se e

nviro

nmen

tal,

oper

atin

g, a

nd a

ccid

ent

cond

ition

s th

at c

an o

ccur

, suc

h as

free

zing

, low

tem

pera

ture

ope

ratio

n,

and

ther

mal

ove

rpre

ssur

izat

ion.

9.2.

1.3

3a

CO

L 9.

2(3)

The

CO

L A

pplic

ant i

s to

det

erm

ine

sour

ce a

nd lo

catio

n of

the

UH

S.

9.2.

5.2

9.2.

5.2.

19.

2.5.

2.2

9.2.

5.2.

3

3a

CO

L 9.

2(4)

The

CO

L A

pplic

ant i

s to

det

erm

ine

loca

tion

and

desi

gn o

f the

ES

W

inta

ke s

truc

ture.

9.2.

5.2

9.2.

5.2.

19.

2.5.

2.2

9.2.

5.2.

3

3a

Tab

le1.

8-20

1 (

Sh

eet

34 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

46

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

2(5)

The

CO

L A

pplic

ant i

s to

det

erm

ine

loca

tion

and

desi

gn o

f the

ES

W

disc

harg

e st

ruct

ure.

9.2.

5.2

9.2.

5.2.

19.

2.5.

2.2

9.2.

5.2.

3

3a

CO

L 9.

2(6)

The

CO

L A

pplic

ant i

s to

pro

vide

ES

WP

des

ign

deta

ils –

req

uire

d to

tal

dyna

mic

hea

d w

ith a

dequ

ate

mar

gin,

NP

SH

ava

ilabl

e, a

nd th

e m

ode

of

cool

ing

the

ES

WP

mot

or. T

he C

OL

App

lican

t is

to a

ssur

e th

at th

e su

m

of th

e sh

ut-o

ff he

ad o

f the

sel

ecte

d E

SW

pum

ps a

nd th

e st

atic

hea

d w

ill n

ot r

esul

t in

syst

em p

ress

ure

that

exc

eeds

the

ES

WS

des

ign

pres

sure

at a

ny lo

catio

n w

ithin

the

syst

em. T

he C

OL

App

lican

t is

to

eval

uate

the

pote

ntia

l for

vor

tex

form

atio

n ba

sed

on th

e m

ost l

imiti

ng

assu

mpt

ions

that

app

ly.

9.2.

1.2.

29.

2.1.

2.2.

1Ta

ble

9.2.

1-1R

3a

CO

L 9.

2(7)

The

CO

L A

pplic

ant i

s to

add

ress

the

pipi

ng, v

alve

s, li

ning

mat

eria

l sp

ecifi

catio

ns fo

r pi

ping

and

fitti

ngs

as a

pplic

able

, inc

ludi

ng th

ose

at

the

boun

dary

bet

wee

n th

e sa

fety

-rel

ated

and

non

safe

ty-r

elat

ed

port

ions

, and

oth

er d

esig

n of

the

ES

WS

rel

ated

to th

e si

te s

peci

fic

cond

ition

s. T

he C

OL

App

lican

t is

also

to d

esig

n th

e pi

pes

ente

ring

and

exiti

ng th

e pi

pe tu

nnel

bas

ed o

n th

e lo

catio

n of

the

UH

SR

S.

9.2.

1.2.

2.5

9.2.

1.2.

3.1

13.4

Tabl

e 13

.4-2

019.

2.1.

3F

igur

e 9.

2.1-

1R

3a

CO

L 9.

2(8)

The

CO

L A

pplic

ant i

s to

spe

cify

the

follo

win

g E

SW

che

mis

try

requ

irem

ents

• A c

hem

ical

inje

ctio

n sy

stem

to p

rovi

de n

on-c

orro

sive

, non

-sca

le

form

ing

cond

ition

s to

lim

it bi

olog

ical

film

form

atio

n.

• Typ

e of

bio

cide

, alg

aeci

de, p

H a

djus

ter,

corr

osio

n in

hibi

tor,

scal

e in

hibi

tor

and

silt

disp

ersa

nt b

ased

on

the

site

con

ditio

ns.

9.2.

1.2.

13a

Tab

le1.

8-20

1 (

Sh

eet

35 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

47

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

2(9)

The

CO

L A

pplic

ant i

s to

con

firm

the

stor

age

capa

city

and

usa

ge o

f the

po

tabl

e w

ater.

9.2.

4.1

9.2.

4.2.

2.1

9.2.

4.2.

2.2

9.2.

4.2.

2.3

3a

CO

L 9.

2(10

)T

he C

OL

App

lican

t is

to c

onfir

m th

at a

ll S

tate

and

Loc

al D

epar

tmen

t of

Hea

lth a

nd E

nviro

nmen

tal P

rote

ctio

n S

tand

ards

are

app

lied

and

follo

wed

.

9.2.

4.1

3a

CO

L 9.

2(11

)T

he C

OL

App

lican

t is

to id

entif

y th

e po

tabl

e w

ater

sup

ply

and

desc

ribe

the

syst

em o

pera

tion.

9.2.

4.1

9.2.

4.2.

19.

2.4.

2.2.

49.

2.4.

2.3

9.2.

4.4

9.2.

4.5

9.2.

4.2

Fig

ure

9.4-

201

Fig

ure

9.2.

4-1R

3a

CO

L 9.

2(12

)T

he C

OL

App

lican

t is

to c

onfir

m th

at th

e sa

nita

ry w

aste

is s

ent t

o th

e on

site

pla

nt tr

eatm

ent a

rea

or th

ey w

ill u

se th

e ci

ty s

ewag

e sy

stem

.9.

2.4.

19.

2.4.

2.1

3a

CO

L 9.

2(13

)D

elet

ed fr

om th

e D

CD

.

CO

L 9.

2(14

)T

he C

OL

App

lican

t is

to c

onfir

m T

able

9.2

.4-1

for

requ

ired

com

pone

nts

and

thei

r va

lues

.9.

2.4.

2.1

Tabl

e 9.

2.4-

1R3a

CO

L 9.

2(15

)T

he C

OL

App

lican

t is

to d

eter

min

e th

e to

tal n

umbe

r of

peo

ple

at th

e si

te a

nd id

entif

y th

e us

age

capa

city

. B

ased

on

thes

e nu

mbe

rs th

e C

OL

App

lican

t is

to s

ize

the

pota

ble

wat

er ta

nk a

nd a

ssoc

iate

d pu

mps

.

9.2.

4.1

9.2.

4.2.

29.

2.4.

2.2.

19.

2.4.

2.2.

3

3a

Tab

le1.

8-20

1 (

Sh

eet

36 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

48

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

2(16

)D

elet

ed fr

om th

e D

CD

.Ta

ble

9.2.

4-1R

3a

CO

L 9.

2(17

)T

he C

OL

App

lican

t is

to d

eter

min

e th

e to

tal n

umbe

r of

san

itary

lift

stat

ions

and

is to

siz

e th

e ap

prop

riate

inte

rfac

es.

9.2.

4.1

9.2.

4.2.

33a

CO

L 9.

2(18

)T

he C

OL

App

lican

t is

to d

eter

min

e th

e ty

pe o

f the

UH

S b

ased

on

spec

ific

site

con

ditio

ns a

nd m

eteo

rolo

gica

l dat

a.9.

2.5.

19.

2.5.

29.

2.5.

2.1

9.2.

5.2.

29.

2.5.

2.3

3a

CO

L 9.

2(19

)T

he C

OL

App

lican

t is

to d

esig

n th

e U

HS

to r

ecei

ve it

s el

ectr

ical

pow

er

supp

ly, i

f req

uire

d by

the

UH

S d

esig

n, fr

om s

afet

y bu

sses

so

that

the

safe

ty fu

nctio

ns a

re m

aint

aine

d du

ring

LOO

P. T

he U

HS

als

o re

ceiv

es

its s

tand

by e

lect

rical

pow

er fr

om th

e on

site

em

erge

ncy

pow

er s

uppl

ies

durin

g a

LOO

P.

9.2.

5.2

9.2.

5.2.

19.

2.5.

2.2

9.2.

5.2.

3

3a

CO

L 9.

2(20

)T

he C

OL

App

lican

t is

to p

rovi

de a

det

aile

d de

scrip

tion

and

draw

ings

of

the

UH

S, i

nclu

ding

wat

er in

vent

ory,

tem

pera

ture

lim

its, h

eat r

ejec

tion

capa

bilit

ies,

inst

rum

enta

tion,

and

ala

rms.

9.2.

5.2

9.2.

5.2.

19.

2.5.

2.2

9.2.

5.2.

3Ta

ble

9.2.

5-3R

Fig

ure

9.2.

5-1R

3a

CO

L 9.

2(21

)T

he C

OL

App

lican

t is

to d

eter

min

e th

e so

urce

of m

akeu

p w

ater

to th

e U

HS

inve

ntor

y an

d th

e bl

owdo

wn

disc

harg

e lo

catio

n ba

sed

on s

peci

fic

site

con

ditio

ns.

9.2.

5.2

9.2.

5.2.

19.

2.5.

2.2

9.2.

5.2.

3

3a

Tab

le1.

8-20

1 (

Sh

eet

37 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

49

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

2(22

)T

he C

OL

App

lican

t is

to p

rovi

de r

esul

ts o

f UH

S c

apab

ility

and

saf

ety

eval

uatio

n of

the

UH

S b

ased

on

spec

ific

site

con

ditio

ns a

nd

met

eoro

logi

cal d

ata.

The

CO

L A

pplic

ant i

s to

use

at l

east

30

year

s si

te

spec

ific

met

eoro

logi

cal d

ata

and

heat

load

s da

ta fo

r U

HS

per

form

ance

an

alys

is p

er R

egul

ator

y G

uide

1.2

7.

9.2.

5.3

Tabl

e 9.

2.5-

4R3a

CO

L 9.

2(23

)T

he C

OL

App

lican

t is

to p

rovi

de te

st a

nd in

spec

tion

requ

irem

ents

of

the

UH

S.

The

se in

clud

e in

spec

tion

and

test

ing

requ

irem

ents

ne

cess

ary

to d

emon

stra

te t

hat f

oulin

g an

d de

grad

atio

n m

echa

nism

s ar

e ad

equa

tely

man

aged

to m

aint

ain

acce

ptab

le U

HS

per

form

ance

an

d in

tegr

ity.

9.2.

5.4

13.5

3a

CO

L 9.

2(24

)T

he C

OL

App

lican

t is

to p

rovi

de th

e re

quire

d al

arm

s, in

stru

men

tatio

n an

d co

ntro

ls d

etai

ls b

ased

on

the

type

of U

HS

to b

e pr

ovid

ed.

9.2.

5.5

3a

CO

L 9.

2(25

)T

he C

OL

App

lican

t is

to d

evel

op s

yste

m fi

ling,

ven

ting,

kee

ping

full,

an

d op

erat

iona

l pro

cedu

res

to m

inim

ize

the

pote

ntia

l for

wat

er

ham

mer

; to

anal

yze

the

syst

em fo

r w

ater

ham

mer

impa

cts;

to d

esig

n th

e pi

ping

sys

tem

to w

ithst

and

pote

ntia

l wat

er h

amm

er fo

rces

; and

to

anal

yze

wat

er h

amm

er e

vent

s in

acc

orda

nce

with

NU

RE

G-0

927.

9.2.

1.2.

113

.5.2

.12

CO

L 9.

2(26

)T

he C

OL

appl

ican

t is

to s

peci

fy a

ppro

pria

te s

izes

of p

ipin

g an

d pi

pe

fittin

gs s

uch

as r

estr

ictio

n or

ifice

s to

pre

vent

pot

entia

l plu

ggin

g du

e to

de

bris

bui

ldup

, and

dev

elop

mai

nten

ance

and

test

pro

cedu

res

to

mon

itor

debr

is b

uild

up

and

flush

out

deb

ris.

9.2.

1.2.

19.

2.1.

313

.5.2

.1

2

CO

L 9.

2(27

)T

he C

OL

App

lican

t is

to d

evel

op a

mile

ston

e sc

hedu

le fo

r im

plem

enta

tion

of th

e op

erat

ing

and

mai

nten

ance

pro

cedu

res

for w

ater

ha

mm

er p

reve

ntio

n.

9.2.

7.2.

113

.5.2

.12

Tab

le1.

8-20

1 (

Sh

eet

38 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

50

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

2(28

)T

he C

OL

App

lican

t is

to p

rovi

de th

e pi

ping

, val

ves,

mat

eria

ls

spec

ifica

tions

, and

oth

er d

esig

n de

tails

rel

ated

to th

e si

te-s

peci

fic

UH

S.

9.2.

5.2.

29.

2.5.

2.3

3a

CO

L 9.

2(29

)T

he C

OL

App

lican

t is

to p

rovi

de th

e sa

fety

eva

luat

ion

of th

e ca

pabi

lity

of th

e E

SW

S to

: (1)

isol

ate

its s

ite-s

peci

fic, n

onsa

fety

-rel

ated

por

tions

; an

d (2

) pr

ovid

e m

easu

res

to p

reve

nt lo

ng-t

erm

cor

rosi

on a

nd o

rgan

ic

foul

ing

that

may

deg

rade

its

perf

orm

ance

, per

Gen

eric

Let

ter

(GL)

89

-13.

9.2.

1.3

13.5

.2.1

3a

CO

L 9.

2(30

)T

he C

OL

App

lican

t sha

ll co

nduc

t per

iodi

c in

spec

tion,

mon

itorin

g,

mai

nten

ance

, per

form

ance

and

func

tiona

l tes

ting

of th

e E

SW

S a

nd

UH

S p

ipin

g an

d co

mpo

nent

s, in

clud

ing

the

heat

tran

sfer

cap

abili

ty o

f th

e C

CW

hea

t exc

hang

ers

and

esse

ntia

l chi

ller

units

, con

sist

ent w

ith

GL

89-1

3 an

d G

L.89

-13

Sup

plem

ent 1

. The

CO

L A

pplic

ant i

s to

de

velo

p op

erat

ing

proc

edur

es to

per

iodi

cally

alte

rnat

e th

e op

erat

ion

of

the

trai

ns to

ens

ure

perf

orm

ance

of

all t

rain

s is

reg

ular

ly m

onito

red.

9.2.

1.4

13.4

13.5

13.5

.2.1

3a

CO

L 9.

2(31

)T

he C

OL

App

lican

t is

to v

erify

the

syst

em la

yout

of t

he E

SW

S a

nd

UH

S a

nd is

to d

evel

op o

pera

ting

proc

edur

es to

ass

ure

that

the

ES

WS

an

d U

HS

are

abo

ve s

atur

atio

n co

nditi

ons

for

all o

pera

ting

mod

es.

9.2.

1.2.

19.

2.5.

2.2

9.2.

5.2.

3

3a

CO

L 9.

2(32

)T

he C

OL

App

lican

t is

to p

rovi

de a

voi

d de

tect

ion

syst

em w

ith a

larm

s to

de

tect

sys

tem

voi

ding

.9.

2.1.

2.3.

19.

2.5.

53a

CO

L 9.

2(33

)T

he C

OL

App

lican

t is

to p

rovi

de th

e de

sign

det

ails

of t

he s

trai

ner

blow

dow

n lin

e, v

ent l

ine,

and

thei

r di

scha

rge

loca

tions

.9.

2.1.

2.2.

23a

CO

L 9.

3(1)

The

CO

L A

pplic

ant i

s to

pro

vide

the

high

pre

ssur

e ni

trog

en g

as, l

ow

pres

sure

nitr

ogen

gas

, the

hyd

roge

n ga

s, c

arbo

n di

oxid

e, a

nd o

xyge

n su

pply

sys

tem

s.

9.3.

1.2.

1.3

9.3.

1.2.

2.3

Fig

ure

9.3.

1-20

1

3a

Tab

le1.

8-20

1 (

Sh

eet

39 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

51

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

3(2)

Del

eted

from

the

DC

D.

CO

L 9.

3(3)

Del

eted

from

the

DC

D.

CO

L 9.

3(4)

Del

eted

from

the

DC

D.

CO

L 9.

3(5)

Del

eted

from

the

DC

D.

CO

L 9.

3(6)

Del

eted

from

the

DC

D.

CO

L 9.

3(7)

Del

eted

from

the

DC

D.

CO

L 9.

4(1)

Del

eted

from

the

DC

D.

CO

L 9.

4(2)

Del

eted

from

the

DC

D.

CO

L 9.

4(3)

Del

eted

from

the

DC

D.

CO

L 9.

4(4)

The

CO

L A

pplic

ant i

s to

det

erm

ine

the

capa

city

of c

oolin

g an

d he

atin

g co

ils th

at a

re a

ffect

ed b

y si

te s

peci

fic c

ondi

tions

.9.

4.1.

29.

4.3.

2.1

9.4.

3.2.

29.

4.3.

2.3

9.4.

3.2.

49.

4.5.

2.2

9.4.

5.2.

39.

4.5.

2.4

9.4.

5.2.

59.

4.6.

2.4.

19.

4.6.

2.4.

2Ta

ble

9.4-

201

3a

CO

L 9.

4(5)

Del

eted

from

the

DC

D.

Tab

le1.

8-20

1 (

Sh

eet

40 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

52

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

4(6)

The

CO

L A

pplic

ant i

s to

pro

vide

a s

yste

m in

form

atio

n an

d flo

w

diag

ram

of E

SW

pum

p ar

ea v

entil

atio

n sy

stem

if th

e E

SW

pum

p ar

ea

requ

ires

the

heat

ing,

ven

tilat

ing

and

air

cond

ition

ing.

9.4.

59.

4.5.

1.1.

69.

4.5.

2.6

9.4.

5.3.

69.

4.5.

4.6

9.4.

5.5.

6Ta

ble

9.4-

203

Fig

ure

9.4-

201

3a

CO

L 9.

4(7)

The

CO

L A

pplic

ant i

s to

det

erm

ine

the

freq

uenc

y of

per

form

ance

of

perio

dic

auxi

liary

bui

ldin

g H

VA

C s

yste

m v

entil

atio

n flo

w b

alan

cing

.9.

4.3.

4.1

2

CO

L 9.

5(1)

The

CO

L ap

plic

ant e

stab

lishe

s a

fire

prot

ectio

n pr

ogra

m, i

nclu

ding

or

gani

zatio

n, tr

aini

ng a

nd q

ualif

icat

ion

of p

erso

nnel

, adm

inis

trat

ive

cont

rols

of c

ombu

stib

les

and

igni

tion

sour

ces,

fire

fight

ing

proc

edur

es,

and

qual

ity a

ssur

ance

.

9.5.

19.

5.1.

6Ta

ble

9.5.

1-1R

Tabl

e 9.

5.1

-2R

1a

CO

L 9.

5(2)

The

CO

L A

pplic

ant a

ddre

sses

the

desi

gn a

nd fi

re p

rote

ctio

n as

pect

s of

th

e fa

cilit

ies,

bui

ldin

gs a

nd e

quip

men

ts, s

uch

as c

oolin

g to

wer

s an

d a

fire

prot

ectio

n w

ater

sup

ply

syst

em, w

hich

are

site

spe

cific

and

/or

are

not a

sta

ndar

d fe

atur

e of

the

US

-AP

WR

.

9.2.

1.2.

19.

5.1.

2.1

9.5.

1.2.

29.

5.1.

2.3

9.5.

1.2.

4Ta

ble

9.5.

1-1R

Tabl

e 9.

5.1-

2RF

igur

e 9.

5-20

1F

igur

e 9.

5-20

2A

ppen

dix

9A

3a

Tab

le1.

8-20

1 (

Sh

eet

41 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

53

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

5(3)

The

CO

L A

pplic

ant d

escr

ibes

the

appa

ratu

s fo

r pl

ant p

erso

nnel

and

fir

e br

igad

es s

uch

as p

orta

ble

fire

extin

guis

hers

and

sel

f con

tain

ed

brea

thin

g ap

para

tus.

9.5.

1.6.

1.8

Tabl

e 9.

5.1

-2R

3a

CO

L 9.

5(4)

The

CO

L A

pplic

ant a

ddre

sses

all

com

mun

icat

ion

syst

em in

terf

aces

ex

tern

al to

the

plan

t (of

fsite

loca

tions

). T

hese

incl

ude

inte

rfac

es to

ut

ility

priv

ate

netw

orks

, com

mer

cial

car

riers

and

the

fede

ral t

elep

hone

sy

stem

. T

he c

onfig

urat

ion

of th

ese

conn

ectio

ns w

ill in

clud

e co

nsid

erat

ion

of th

e co

ncer

ns r

aise

d in

IE B

ulle

tin 8

0-15

.

9.5.

29.

5.2.

2.2

9.5.

2.2.

2.2

9.5.

2.2.

5.1

3a

CO

L 9.

5(5)

The

CO

L A

pplic

ant a

ddre

sses

the

emer

genc

y of

fsite

com

mun

icat

ions

in

clud

ing

the

cris

is m

anag

emen

t rad

io s

yste

m.

9.5.

2.2.

29.

5.2.

2.2.

29.

5.2.

2.5.

2

3a

CO

L 9.

5(6)

The

CO

L A

pplic

ant a

ddre

sses

con

nect

ions

to th

e Te

chni

cal S

uppo

rt

Cen

ter

from

whe

re c

omm

unic

atio

ns n

etw

orks

are

pro

vide

d to

tran

smit

info

rmat

ion

purs

uant

to th

e re

quire

men

ts d

elin

eate

d in

10

CF

R 5

0 A

ppen

dix

E, P

art I

V.E

.9.

9.5.

2.2.

5.2

3a

CO

L 9.

5(7)

Del

eted

from

the

DC

D.

CO

L 9.

5(8)

The

CO

L A

pplic

ant a

ddre

sses

offs

ite c

omm

unic

atio

ns fo

r th

e on

site

op

erat

ions

sup

port

cen

ter.

9.5.

2.2.

5.2

3a

CO

L 9.

5(9)

Del

eted

from

the

DC

D.

CO

L 9.

5(10

)D

elet

ed fr

om th

e D

CD

.

CO

L 9.

5(11

)T

he C

OL

App

lican

t is

to s

peci

fy th

at a

dequ

ate

and

acce

ptab

le s

ourc

es

of fu

el o

il ar

e av

aila

ble,

incl

udin

g th

e m

eans

of t

rans

port

ing

and

rech

argi

ng th

e fu

el s

tora

ge ta

nk, f

ollo

win

g a

desi

gn b

asis

acc

iden

t.

9.5.

4.3

3a

Tab

le1.

8-20

1 (

Sh

eet

42 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

54

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 9.

5(12

)T

he C

OL

App

lican

t is

to a

ddre

ss th

e ne

ed fo

r in

stal

ling

unit

heat

ers

in

the

Pow

er S

ourc

e F

uel S

tora

ge V

ault

durin

g th

e w

inte

r fo

r si

te

loca

tions

whe

re e

xtre

me

cold

tem

pera

ture

con

ditio

ns e

xist

.

9.5.

4.3

3a

CO

L 10

.2(1

)In

serv

ice

Insp

ectio

n

The

Com

bine

d Li

cens

e A

pplic

ant i

s to

est

ablis

h a

turb

ine

mai

nten

ance

an

d in

spec

tion

proc

edur

e p

rior

to fu

el lo

ad.

10.2

.3.5

2

CO

L 10

.3(1

)FA

C m

onito

ring

prog

ram

The

Com

bine

d Li

cens

e A

pplic

ant w

ill p

rovi

de a

des

crip

tion

of th

e FA

C

mon

itorin

g pr

ogra

m fo

r ca

rbon

ste

el p

ortio

ns o

f the

ste

am a

nd p

ower

co

nver

sion

sys

tem

s th

at c

onta

in w

ater

or

wet

ste

am a

nd a

re

susc

eptib

le to

ero

sion

-cor

rosi

on d

amag

e. T

he d

escr

iptio

n w

ill a

ddre

ss

cons

iste

ncy

with

Gen

eric

Let

ter

89-0

8 an

d N

SA

C-2

02L-

R2

and

will

pr

ovid

e a

mile

ston

e sc

hedu

le fo

r im

plem

enta

tion

of th

e pr

ogra

m.

10.3

.6.3

2

CO

L 10

.3(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 10

.3(3

)O

pera

ting

and

mai

nten

ance

pro

cedu

res

for

wat

er h

amm

er p

reve

ntio

n

The

Com

bine

d Li

cens

e A

pplic

ant i

s to

pro

vide

ope

ratin

g an

d m

aint

enan

ce p

roce

dure

s in

clud

ing

adeq

uate

pre

caut

ions

to p

reve

nt

wat

er (

stea

m)

ham

mer

, rel

ief

valv

e di

scha

rge

load

s an

d w

ater

en

trai

nmen

t effe

cts

in a

ccor

danc

e w

ith N

UR

EG

-092

7 an

d a

mile

ston

e sc

hedu

le fo

r im

plem

enta

tion

of th

e pr

oced

ure.

10.3

.2.4

.32

Tab

le1.

8-20

1 (

Sh

eet

43 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

55

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 10

.3(4

)T

he C

OL

appl

ican

t will

pro

vide

sec

onda

ry s

ide

wat

er c

hem

istr

y th

resh

old

valu

es a

nd r

ecom

men

ded

oper

ator

act

ions

for

chem

istr

y ex

curs

ions

, or

prov

ide

a co

mm

itmen

t to

the

late

st v

ersi

on o

f the

EP

RI

“PW

R S

econ

dary

Wat

er C

hem

istr

y G

uide

lines

” in

effe

ct a

t the

tim

e of

C

OLA

sub

mitt

al.

10.3

.5.5

1a

CO

L 10

.4(1

)C

ircul

atin

g W

ater

Sys

tem

; The

Com

bine

d Li

cens

e A

pplic

ant i

s to

de

term

ine

the

site

spe

cific

fina

l sys

tem

con

figur

atio

n an

d sy

stem

de

sign

par

amet

ers

for

the

CW

S in

clud

ing

mak

eup

wat

er a

nd

blow

dow

n.

10.4

.5Ta

ble

10.4

.5-1

RF

igur

e 10

.4.5

-1R

Fig

ure

10.4

.5-2

01

3a

CO

L 10

.4(2

)S

team

Gen

erat

or B

low

dow

n S

yste

m; T

he C

ombi

ned

Lice

nse

appl

ican

t is

to a

ddre

ss th

e di

scha

rge

to W

aste

Wat

er S

yste

m in

clud

ing

site

sp

ecifi

c re

quire

men

ts.

10.4

.8.1

10.4

.8.2

10.4

.8.5

Tabl

e 10

.4.8

-1R

Fig

ure

10.4

.8-1

RF

igur

e 10

.4.8

-2R

Fig

ure

10.4

.8-2

01

3a

CO

L 10

.4(3

)D

elet

ed fr

om th

e D

CD

.

CO

L 10

.4(4

)D

elet

ed fr

om th

e D

CD

.

CO

L 10

.4(5

)S

yste

m D

esig

n fo

r S

team

Gen

erat

or D

rain

; The

Com

bine

d Li

cens

e ap

plic

ant i

s to

add

ress

the

nitr

ogen

or

equi

vale

nt s

yste

m d

esig

n fo

r S

team

Gen

erat

or D

rain

Mod

e. (

Thi

s is

dep

ende

nt o

n W

aste

wat

er

syst

em d

esig

n)

10.4

.8.2

.2.4

3a

Tab

le1.

8-20

1 (

Sh

eet

44 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

56

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 10

.4(6

)O

pera

ting

and

mai

nten

ance

pro

cedu

res

for

wat

er h

amm

er p

reve

ntio

n

The

com

bine

d Li

cens

e A

pplic

ant i

s to

pro

vide

ope

ratin

g an

d m

aint

enan

ce p

roce

dure

s in

acc

orda

nce

with

NU

RE

G-0

927

and

a m

ilest

one

sche

dule

for

impl

emen

tatio

n of

the

proc

edur

e.

10.4

.7.7

10.4

.9.2

.22

CO

L 11

.2(1

)T

he C

OL

appl

ican

t is

resp

onsi

ble

for

ensu

ring

that

mob

ile a

nd

tem

pora

ry li

quid

rad

was

te p

roce

ssin

g eq

uipm

ent a

nd it

s in

terc

onne

ctio

n to

pla

nt s

yste

ms

conf

orm

s to

reg

ulat

ory

requ

irem

ents

an

d gu

idan

ce s

uch

as 1

0 C

FR

50.

34a

(Ref

. 11.

2-5)

, 10

CF

R 2

0.14

06

(Ref

.11.

2-7)

and

RG

1.1

43 (

Ref

. 11.

2-3)

, res

pect

ivel

y.

11.2

.1.6

3a

CO

L 11

.2(2

)S

ite-s

peci

fic in

form

atio

n of

the

LWM

S, e

.g.,

radi

oact

ive

rele

ase

poin

ts,

efflu

ent t

empe

ratu

re, s

hape

of f

low

orif

ices

, etc

., is

pro

vide

d in

the

CO

LA.

11.2

.211

.2.3

.13a

CO

L 11

.2(3

)T

he C

OL

appl

ican

t is

resp

onsi

ble

for

the

site

-spe

cific

hyd

roge

olog

ical

da

ta a

nd fo

r pe

rfor

min

g an

ana

lysi

s to

dem

onst

rate

that

the

pote

ntia

l gr

ound

wat

er o

r su

rfac

e w

ater

con

tam

inat

ion

conc

entr

atio

n re

sulti

ng

from

rad

ioac

tive

rele

ase

due

to li

quid

con

tain

ing

tank

failu

re m

eets

the

10 C

FR

20,

App

endi

x B

, Tab

le2

EC

L.

11.2

.3.2

3a

CO

L 11

.2(4

)T

he C

OL

appl

ican

t is

to c

alcu

late

dos

es to

mem

bers

of t

he p

ublic

fo

llow

ing

the

guid

ance

of R

G 1

.109

(R

ef 1

1.2-

15)

and

RG

1.1

13 u

sing

si

te-s

peci

fic p

aram

eter

s, a

nd c

ompa

res

the

dose

s du

e to

the

liqui

d ef

fluen

ts w

ith th

e nu

mer

ical

des

ign

obje

ctiv

es o

f App

endi

x I t

o 10

CF

R

50 (

Ref

11.

2-10

) an

d co

mpl

ianc

e w

ith r

equi

rem

ents

of 1

0 C

FR

20

.130

2, 4

0 C

FR

190

.

11.2

.3.1

Tabl

e 11

.2-1

0RTa

ble

11.2

-11R

Tabl

e 11

.2-1

2RTa

ble

11.2

-13R

Tabl

e 11

.2-1

4RTa

ble

11.2

-15R

3a

Tab

le1.

8-20

1 (

Sh

eet

45 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

57

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 11

.2(5

)T

he C

OL

appl

ican

t is

to p

erfo

rm a

site

-spe

cific

cos

t ben

efit

anal

ysis

to

dem

onst

rate

com

plia

nce

with

the

regu

lato

ry r

equi

rem

ents

.11

.2.1

.53a

CO

L 11

.2(6

)T

he C

OL

appl

ican

t is

to p

rovi

de p

ipin

g an

d in

stru

men

tatio

n di

agra

ms

(P&

IDs)

.11

.2.2

Fig

ure

11.2

-201

3a

CO

L 11

.2(7

)T

he C

OL

App

lican

t is

resp

onsi

ble

for

iden

tifyi

ng th

e im

plem

enta

tion

mile

ston

es fo

r th

e co

atin

gs p

rogr

am u

sed

in th

e LW

MS

. The

coa

tings

pr

ogra

m a

ddre

sses

RG

1.5

4 R

evis

ion

1, r

ecog

nizi

ng th

at m

ore

rece

nt

stan

dard

s m

ay b

e us

ed if

ref

eren

ced

in D

CD

Sec

tion

11.2

.

11.2

.41b

CO

L 11

.2(8

)T

he C

OL

App

lican

t is

to d

escr

ibe

mob

ile/p

orta

ble

LWM

S c

onne

ctio

ns

that

are

con

side

red

non-

radi

oact

ive

but l

ater

may

bec

ome

radi

oact

ive

thro

ugh

cont

act o

r co

ntam

inat

ion

with

rad

ioac

tive

syst

ems

(i.e.

, a

non-

radi

oact

ive

syst

em b

ecom

es c

onta

min

ated

due

to le

akag

e,

valv

ing

erro

rs, o

r ot

her

oper

atin

g co

nditi

ons

in th

e ra

dioa

ctiv

e sy

stem

s), a

nd o

pera

tiona

l pro

cedu

res

of th

e m

obile

/por

tabl

e LW

MS

co

nnec

tions

. The

CO

L A

pplic

ant i

s to

pre

pare

a p

lan

to d

evel

op a

nd

use

oper

atin

g pr

oced

ures

so

that

the

guid

ance

and

info

rmat

ion

in

Insp

ectio

n an

d E

nfor

cem

ent (

IE)

Bul

letin

80-

10 (

Ref

. 11.

2-25

) is

fo

llow

ed.

11.2

.1.6

3a

CO

L 11

.3(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 11

.3(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 11

.3(3

)T

he C

OL

appl

ican

t is

to p

rovi

de a

dis

cuss

ion

of th

e on

site

ven

t sta

ck

rele

ased

poi

nt h

eigh

t.11

.3.2

3a

CO

L 11

.3(4

)D

elet

ed fr

om th

e D

CD

.

CO

L 11

.3(5

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

46 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

58

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 11

.3(6

)T

he C

OL

appl

ican

t is

to c

alcu

late

dos

es to

mem

bers

of t

he p

ublic

fo

llow

ing

the

guid

ance

of R

G 1

.109

(Ref

. 11.

3-19

) an

d R

G 1

.111

(Ref

. 11

.3-2

2), a

nd c

ompa

re th

e do

ses

due

to th

e ga

seou

s ef

fluen

ts w

ith th

e nu

mer

ical

des

ign

obje

ctiv

es o

f 10

CF

R 5

0, A

ppen

dix

I (R

ef. 1

1.3-

3)

and

com

plia

nce

with

req

uire

men

ts o

f 10

CF

R 2

0.13

02(R

ef. 1

1.3-

24),

40

CF

R 1

90(R

ef. 1

1.3-

25).

11.3

.3.1

Tabl

e 11

.3-8

RTa

ble

11.3

-9R

Tabl

e 11

.3-2

01Ta

ble

11.3

-202

Tabl

e 11

.3-2

03Ta

ble

11.3

-204

Tabl

e 11

.3-2

05Ta

ble

11.3

-206

3a

CO

L 11

.3(7

)D

elet

ed fr

om th

e D

CD

.3a

CO

L 11

.3(8

)T

he C

OL

appl

ican

t is

to p

erfo

rm a

site

-spe

cific

cos

t ben

efit

anal

ysis

to

dem

onst

rate

com

plia

nce

with

the

regu

lato

ry r

equi

rem

ents

.11

.3.1

.53a

CO

L 11

.3(9

)T

he C

OL

appl

ican

t is

to p

rovi

de p

ipin

g an

d in

stru

men

tatio

n di

agra

ms

(P&

IDs)

.11

.3.2

F

igur

e 11

.3-2

013a

CO

L 11

.4(1

)T

he c

urre

nt d

esig

n m

eets

the

was

te s

tora

ge r

equi

rem

ents

in

acco

rdan

ce w

ith A

NS

I/AN

S-5

5.1.

Whe

n th

e C

OL

appl

ican

t des

ires

addi

tiona

l sto

rage

cap

abili

ty b

eyon

d th

at w

hich

is d

iscu

ssed

in th

is T

ier

2 do

cum

ent,

the

CO

L ap

plic

ant w

ill id

entif

y pl

ant-

spec

ific

need

s fo

r on

-site

was

te s

tora

ge a

nd p

rovi

de a

dis

cuss

ion

of o

n-si

te s

tora

ge o

f lo

w-le

vel w

aste

.

11.4

.2.1

.111

.4.2

.33a

CO

L 11

.4(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 11

.4(3

)T

he C

OL

appl

ican

t is

to p

repa

re a

pla

n fo

r th

e pr

oces

s co

ntro

l pro

gram

de

scrib

ing

the

proc

ess

and

efflu

ent m

onito

ring

and

sam

plin

g pr

ogra

m.

The

pla

n sh

ould

incl

ude

the

prop

osed

impl

emen

tatio

n m

ilest

ones

.

11.4

.3.2

1a

Tab

le1.

8-20

1 (

Sh

eet

47 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

59

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 11

.4(4

)T

he C

OL

appl

ican

t is

to d

escr

ibe

mob

ile/p

orta

ble

SW

MS

con

nect

ions

th

at a

re c

onsi

dere

d no

n-ra

dioa

ctiv

e bu

t lat

er m

ay b

ecom

e ra

dioa

ctiv

e th

roug

h co

ntac

t or

cont

amin

atio

n w

ith r

adio

activ

e sy

stem

s (i.

e., a

no

n-ra

dioa

ctiv

e sy

stem

bec

omes

con

tam

inat

ed d

ue to

leak

age,

va

lvin

g er

rors

, or

othe

r op

erat

ing

cond

ition

s in

the

radi

oact

ive

syst

ems)

. T

he C

OL

App

lican

t is

to p

repa

re a

pla

n to

dev

elop

and

use

op

erat

ing

proc

edur

es s

o th

at th

e gu

idan

ce a

nd in

form

atio

n in

In

spec

tion

and

Enf

orce

men

t (IE

) B

ulle

tin 8

0-10

(R

ef. 1

1.4-

29)

is

follo

wed

.

11.4

.4.5

3a

CO

L 11

.4(5

)T

he c

urre

nt d

esig

n pr

ovid

es c

olle

ctio

n an

d pa

ckag

ing

of p

oten

tially

co

ntam

inat

ed c

loth

ing

for

offs

ite s

hipm

ent a

nd/o

r di

spos

al.

Dep

endi

ng

on s

ite-s

peci

fic r

equi

rem

ents

, the

CO

L ap

plic

ant c

an s

end

the

was

tes

to a

n of

fsite

laun

dry

faci

lity

proc

essi

ng a

nd/o

r br

ing

in a

mob

ile

com

pact

ion

unit

for

volu

me

redu

ctio

n. T

he la

undr

y se

rvic

es, i

nclu

ding

co

ntra

cted

ser

vice

s an

d/or

a te

mpo

rary

mob

ile c

ompa

ctio

n su

bsys

tem

ar

e C

OL

item

s.

11.4

.1.3

11.4

.1.6

3a

CO

L 11

.4(6

)T

he C

OL

appl

ican

t is

requ

ired

to p

erfo

rm a

site

-spe

cific

cos

t ben

efit

anal

ysis

to d

emon

stra

te c

ompl

ianc

e w

ith th

e re

gula

tory

req

uire

men

ts.

11.4

.1.5

3a

CO

L 11

.4(7

)T

he S

WM

S d

esig

n do

es n

ot in

clud

e so

lid w

aste

pro

cess

ing

faci

lity

(e.g

. de-

wat

erin

g sy

stem

, com

pact

or fo

r re

duci

ng w

aste

vol

ume)

but

pr

ovid

es th

e fle

xibi

lity

for

the

site

-spe

cific

util

ities

to a

dd c

ompa

ctio

n eq

uipm

ent o

r to

ado

pt c

ontr

act s

ervi

ces

from

spe

cial

ized

faci

litie

s. T

his

is th

e re

spon

sibi

lity

of th

e C

OL

appl

ican

t.

11.4

.1.6

11.4

.2.3

11.4

.4.5

3a

CO

L 11

.4(8

)T

he C

OL

appl

ican

t is

to p

rovi

de p

ipin

g an

d in

stru

men

tatio

n di

agra

ms

(P&

IDs)

.11

.4.2

.2.1

Fig

ure

11.4

-201

3a

Tab

le1.

8-20

1 (

Sh

eet

48 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

60

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 11

.4(9

)T

he C

OL

App

lican

t is

resp

onsi

ble

for

iden

tifyi

ng th

e im

plem

enta

tion

mile

ston

es fo

r th

e co

atin

gs p

rogr

am u

sed

in th

e S

WM

S. T

he c

oatin

gs

prog

ram

add

ress

es R

G 1

.54

Rev

isio

n 1,

rec

ogni

zing

that

mor

e re

cent

st

anda

rds

may

be

used

if r

efer

ence

d in

DC

D S

ectio

n 11

.4.

11.4

.61b

CO

L 11

.4(1

0)T

he C

OL

App

lican

t is

resp

onsi

ble

for

ensu

ring

that

mob

ile a

nd

tem

pora

ry s

olid

rad

was

te p

roce

ssin

g an

d its

inte

rcon

nect

ion

to p

lant

sy

stem

s co

nfor

ms

to r

egul

ator

y re

quire

men

ts a

nd g

uida

nce

such

as

10

CF

R 5

0.34

a (R

ef. 1

1.4-

11),

10

CF

R 2

0.14

06 (

Ref

.11.

4-16

) an

d R

G

1.14

3 (R

ef. 1

1.4-

1).

11.4

.1.6

3a

CO

L 11

.5 (

1)T

he C

OL

appl

ican

t is

res

pons

ible

for

the

addi

tiona

l site

-spe

cific

as

pect

s of

the

proc

ess

and

efflu

ent m

onito

ring

and

sam

plin

g sy

stem

be

yond

the

stan

dard

des

ign,

in a

ccor

danc

e w

ith R

Gs

1.21

, 1.3

3 an

d 4.

15 (

Ref

. 11.

5-12

, 11.

5-17

, 11.

5-14

). F

urth

erm

ore,

the

CO

L ap

plic

ant

is r

espo

nsib

le fo

r as

surin

g th

e fu

lfillm

ent o

f the

gui

delin

es is

sued

in 1

0 C

FR

50,

App

endi

x I (

Ref

. 11.

5-3)

reg

ardi

ng th

e of

fsite

dos

es r

elea

sed

thro

ugh

gase

ous

and

liqui

d ef

fluen

t str

eam

s.

11.5

.2.9

3a

CO

L 11

.5(2

)T

he C

OL

appl

ican

t is

to p

repa

re a

n of

fsite

dos

e ca

lcul

atio

n m

anua

l to

prov

ide

spec

ific

adm

inis

trat

ive

cont

rols

and

liqu

id a

nd g

aseo

us e

fflue

nt

sour

ce te

rms

to li

mit

the

rele

ases

to s

ite-s

peci

fic r

equi

rem

ents

co

ntai

ning

a d

escr

iptio

n of

the

met

hods

and

par

amet

ers

that

driv

e to

ar

rive

radi

atio

n in

stru

men

tatio

n al

arm

set

poin

t. T

he C

OL

appl

ican

t is

to c

omm

it to

follo

w th

e N

EI g

ener

ic te

mpl

ate

07-0

9A (

Ref

. 11.

5-30

) as

an

alte

rnat

ive

to p

rovi

ding

the

offs

ite d

ose

calc

ulat

ion

man

ual a

t the

tim

e of

app

licat

ion.

11.5

.2.7

11.5

.2.9

1a

Tab

le1.

8-20

1 (

Sh

eet

49 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

61

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 11

.5(3

)T

he C

OL

appl

ican

t is

to d

evel

op a

rad

iolo

gica

l and

env

ironm

enta

l m

onito

ring

prog

ram

taki

ng in

to c

onsi

dera

tion

loca

l lan

d us

e an

d ce

nsus

dat

a in

iden

tifyi

ng a

ll po

tent

ial r

adia

tion

expo

sure

pat

hway

s.

The

pro

gram

sha

ll ta

ke in

to a

ccou

nt a

ssoc

iate

d ra

dioa

ctiv

e m

ater

ials

pr

esen

t in

liqui

d an

d ga

seou

s ef

fluen

ts a

nd d

irect

ext

erna

l rad

iatio

n fr

om S

SC

s. T

he C

OL

appl

ican

t is

to fo

llow

the

guid

ance

out

lined

in

NU

RE

G-1

301(

Ref

. 11.

5-21

), a

nd N

UR

EG

-013

3 (R

ef. 1

1.5-

18)

whe

n de

velo

ping

the

radi

olog

ical

effl

uent

mon

itorin

g pr

ogra

m.

The

CO

L ap

plic

ant i

s to

com

mit

to fo

llow

the

NE

I gen

eric

tem

plat

e 07

-09A

(R

ef.1

1.5-

30)

as a

n al

tern

ativ

e to

pro

vidi

ng th

e ra

diol

ogic

al e

fflue

nt

mon

itorin

g pr

ogra

m a

t the

tim

e of

app

licat

ion.

11.5

.2.1

01a

CO

L 11

.5(4

)T

he C

OL

appl

ican

t is

to d

evel

op p

roce

dure

s w

hich

are

of i

nspe

ctio

n,

deco

ntam

inat

ion,

and

rep

lace

men

t rel

ated

to r

adia

tion

mon

itorin

g in

stru

men

ts.

11.5

.2.6

11.5

.2.8

2

CO

L 11

.5(5

)T

he C

OL

appl

ican

t is

to p

rovi

de a

naly

tical

pro

cedu

res

and

sens

itivi

ty

for

sele

cted

rad

ioan

alyt

ical

met

hods

and

type

of s

ampl

ing

med

ia fo

r si

te-s

peci

fic m

atte

r.

11.5

.2.6

11.5

.2.8

2

CO

L 11

.5(6

)T

he C

OL

appl

ican

t is

to p

erfo

rm a

site

-spe

cific

cos

t ben

efit

anal

ysis

to

dem

onst

rate

com

plia

nce

with

the

regu

lato

ry r

equi

rem

ents

.11

.5.2

.11

3a

CO

L 12

.1(1

)T

he C

OL

App

lican

t is

to d

emon

stra

te th

at th

e po

licy

cons

ider

atio

ns

rega

rdin

g pl

ant o

pera

tions

are

com

plia

nce

with

RG

1.8

, 8.8

and

8.1

0 (S

ubse

ctio

n 12

.1.1

.3).

12.1

.1.3

.112

.1.1

.3.2

12.1

.1.3

.3

3a

CO

L 12

.1(2

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

50 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

62

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 12

.1(3

)T

he C

OL

App

lican

t is

to d

escr

ibe

how

the

plan

t fol

low

s th

e gu

idan

ce o

f R

G 8

.2, 8

.4, 8

.6, 8

.7, 8

.9, 8

.13,

8.1

5, 8

.25,

8.2

7, 8

.28,

8.2

9, 8

.34,

8.

35, 8

.36

and

8.38

.

12.1

.33a

CO

L 12

.1(4

)D

elet

ed fr

om th

e D

CD

.

CO

L 12

.1(5

)T

he C

OL

App

lican

t is

to d

escr

ibe

the

oper

atio

nal r

adia

tion

prot

ectio

n pr

ogra

m fo

r en

surin

g th

at o

ccup

atio

nal r

adia

tion

expo

sure

s ar

e A

LAR

A.

12.5

1a

CO

L 12

.1(6

)T

he C

OL

appl

ican

t is

to

desc

ribe

the

perio

dic

revi

ew o

f ope

ratio

nal

prac

tices

to e

nsur

e co

nfig

urat

ion

man

agem

ent,

pers

onne

l tra

inin

g an

d qu

alifi

catio

n up

date

, and

pro

cedu

re a

dher

ence

.

12.1

.33a

CO

L 12

.1(7

)T

he C

OL

appl

ican

t is

to

desc

ribe

impl

emen

tatio

n of

req

uire

men

ts f

or

reco

rd r

eten

tion

are

trac

ked

acco

rdin

g to

10

CF

R50

.75(

g) a

nd 1

0 C

FR

70.2

5(g)

as

appl

icab

le.

12.1

.312

.3.1

.3.2

3a

CO

L 12

.1(8

)T

he C

OL

App

lican

t is

resp

onsi

ble

for

the

deve

lopm

ent o

f the

op

erat

iona

l pro

cedu

res,

follo

win

g th

e gu

idan

ce o

f RG

4.2

1 (R

efer

ence

12

.1-2

7), f

or th

e op

erat

ion

and

hand

ling

of a

ll st

ruct

ure,

sys

tem

, and

co

mpo

nent

s (S

SC

) w

hich

cou

ld b

e po

tent

ial s

ourc

es o

f con

tam

inat

ion

with

in th

e pl

ant.

The

se p

roce

dure

s w

ill b

e de

velo

ped

acco

rdin

g to

the

obje

ctiv

e of

lim

iting

leak

age

and

the

spre

ad o

f con

tam

inat

ion

with

in th

e pl

ant.

12.1

.312

.3.1

.3.2

3a

CO

L 12

.2(1

)T

he C

OL

App

lican

t is

to li

st a

ny a

dditi

onal

con

tain

ed r

adia

tion

sour

ces

that

are

not

iden

tifie

d in

Sub

sect

ion

12.2

.1, i

nclu

ding

rad

iatio

n so

urce

s us

ed fo

r in

stru

men

t cal

ibra

tion

or r

adio

grap

hy.

12.2

.1.1

.10

3a

Tab

le1.

8-20

1 (

Sh

eet

51 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

63

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 12

.2(2

)T

he C

OL

App

lican

t is

to a

ddre

ss th

e ra

diat

ion

prot

ectio

n as

pect

s as

soci

ated

with

add

ition

al s

tora

ge s

pace

for

radw

aste

and

/or

addi

tiona

l ra

dwas

te fa

cilit

ies

for

dry

activ

e w

aste

.

12.2

.1.1

.10

12.5

3a

CO

L 12

.2(3

)T

he C

OL

App

lican

t is

to in

clud

e th

e co

nduc

t of r

egul

ar s

urve

illan

ce

activ

ities

and

pro

visi

ons

to m

aint

ain

the

dose

rat

e at

2 m

eter

s fr

om th

e su

rfac

e of

bot

h th

e R

WS

AT

and

PM

WTs

und

er 0

.25

mre

m/h

in th

e R

adia

tion

Pro

tect

ion

Pro

gram

.

12.5

3a

CO

L 12

.2(4

)T

he C

OL

App

lican

t is

to im

plem

ent

a m

etho

d of

ens

urin

g th

at t

he

radi

oact

ivity

con

cent

ratio

n in

bot

h th

e R

WS

AT

and

the

PM

WTs

rem

ain

unde

r th

e sp

ecifi

ed c

once

ntra

tion

leve

l des

crib

ed in

the

DC

D.

12.5

3a

CO

L 12

.3(1

)T

he C

OL

App

lican

t sha

ll de

scrib

e po

rtab

le in

stru

men

ts, a

nd th

e as

soci

ated

trai

ning

and

pro

cedu

res,

to a

ccur

atel

y de

term

ine

the

airb

orne

iodi

ne c

once

ntra

tion

in a

reas

with

in th

e fa

cilit

y w

here

pla

nt

pers

onne

l may

be

pres

ent d

urin

g an

acc

iden

t, in

acc

orda

nce

with

the

requ

irem

ents

of 1

0 C

FR

50.

34(f

)(2)

(xxv

ii) a

nd th

e cr

iteria

in It

em

III.D

.3.3

of N

UR

EG

-073

7.

12.3

.412

.53a

CO

L 12

.3(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 12

.3(3

)D

elet

ed fr

om th

e D

CD

.

CO

L 12

.3(4

)T

he C

OL

App

lican

t is

to p

rovi

de th

e si

te r

adia

tion

zone

s th

at is

sho

wn

on th

e si

te-s

peci

fic p

lant

arr

ange

men

t pla

n.12

.3.1

.2.1

.1F

igur

e 12

.3-1

R3a

CO

L 12

.3(5

)T

he C

OL

App

lican

t is

to d

iscu

ss th

e ad

min

istr

ativ

e co

ntro

l of t

he fu

el

tran

sfer

tub

e in

spec

tion

and

the

acce

ss c

ontr

ol o

f the

are

a ne

ar t

he

seis

mic

gap

bel

ow th

e fu

el tr

ansf

er tu

be.

12.3

.2.2

.812

.53a

Tab

le1.

8-20

1 (

Sh

eet

52 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

64

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 12

.3(6

)If

the

CO

L A

pplic

ant a

dopt

s th

e M

obile

Liq

uid

Was

te P

roce

ssin

g S

yste

m, t

he C

OL

App

lican

t is

to p

rovi

de in

form

atio

n ab

out t

he r

adia

tion

prot

ectio

n as

pect

s of

the

syst

em a

nd to

indi

cate

how

the

syst

em is

co

nsis

tent

with

the

guid

ance

in S

RP

Sec

tion

12.3

-12.

4, R

G 1

.206

C

.I.12

.3.2

and

RG

1.6

9.

12.3

.1.1

.1.2

3a

CO

L 12

.3(7

)If

the

CO

L A

pplic

ant a

dopt

s th

e M

obile

Liq

uid

Was

te P

roce

ssin

g S

yste

m, t

he C

OL

App

lican

t is

to p

rovi

de in

form

atio

n ab

out p

reve

ntio

n an

d de

tect

ion

of c

onta

min

atio

n of

the

envi

ronm

ent a

nd m

inim

izat

ion

of

deco

mm

issi

onin

g co

sts

and

to e

xpla

in h

ow th

e sy

stem

mee

ts th

e re

quire

men

ts o

f 10

CF

R 2

0.14

06 a

nd R

G 4

.21.

11.2

.1.6

12.3

.1.1

.1.2

3a

CO

L 12

.3(8

)If

the

CO

L A

pplic

ant a

dopt

s th

e M

obile

Liq

uid

Was

te P

roce

ssin

g S

yste

m, t

he C

OL

App

lican

t is

to c

onfir

m th

e ra

diat

ion

zone

(s)

whe

re

the

syst

em is

inst

alle

d in

and

to r

evis

e F

igur

e 12

.3-1

, if n

eces

sary

.

12.3

.1.1

.1.2

3a

CO

L 12

.3(9

)In

ord

er to

ens

ure

that

the

B.A

. eva

pora

tor

room

doe

s no

t bec

ome

a V

HR

A d

urin

g th

e en

d of

cyc

le, t

he C

OL

App

lican

t is

to s

tipul

ate

a ne

ed

for

rout

ine

surv

eilla

nce

in th

e R

adia

tion

Pro

tect

ion

Pro

gram

. In

the

even

t tha

t the

rou

tine

surv

eilla

nce

show

s an

incr

ease

in d

ose

leve

l, th

e C

OL

App

lican

t mus

t pro

vide

an

appr

opria

te s

trat

egy

to s

uffic

ient

ly

redu

ce th

e do

se r

ate

belo

w th

e cr

iteria

for

a V

HR

A.

12.5

3a

CO

L 12

.3(1

0)T

he C

OL

App

lican

t will

add

ress

the

site

-spe

cific

des

ign

feat

ures

, op

erat

iona

l, po

stco

nstr

uctio

n ob

ject

ives

, and

con

cept

ual s

ite m

odel

gu

idan

ce o

f Reg

ulat

ory

Gui

de 4

.21.

12.3

.1.3

.1.1

12.3

.1.3

.2Ta

ble

12.3

-201

Fig

ure

12.3

-201

3a

Tab

le1.

8-20

1 (

Sh

eet

53 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

65

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 12

.4(1

)F

or m

ultiu

nit p

lant

s, th

e C

OL

App

lican

t is

to p

rovi

de e

stim

ated

ann

ual

dose

s to

con

stru

ctio

n w

orke

rs in

a n

ew u

nit c

onst

ruct

ion

area

, as

a re

sult

of r

adia

tion

from

ons

ite r

adia

tion

sour

ces

from

the

exis

ting

oper

atin

g pl

ant(

s).

12.4

.1.9

Tabl

e 12

.4-2

013a

CO

L 13

.1(1

)T

he C

OL

App

lican

t is

to p

rovi

de a

des

crip

tion

of th

e co

rpor

ate

or h

ome

offic

e or

gani

zatio

n, it

s fu

nctio

ns a

nd r

espo

nsib

ilitie

s, a

nd th

e nu

mbe

r an

d qu

alifi

catio

ns o

f per

sonn

el.

The

CO

L A

pplic

ant d

irect

s at

tent

ion

to

activ

ities

that

incl

ude

faci

lity

desi

gn, d

esig

n re

view

, des

ign

appr

oval

, co

nstr

uctio

n m

anag

emen

t, te

stin

g, a

nd o

pera

tion

of th

e pl

ant.

13.1-1

3.1.

1.2.

5F

igur

es 1

3.1-

201

– 20

4A

ppen

dix

13A

A13

.1.2

Tabl

e 13

.1-2

01Ta

ble

13.1

-202

3a

CO

L 13

.1(2

)T

he C

OL

App

lican

t is

to d

evel

op a

des

crip

tion

of p

ast e

xper

ienc

e in

the

desi

gn, c

onst

ruct

ion,

and

ope

ratio

n of

nuc

lear

pow

er p

lant

s an

d pa

st

expe

rienc

e in

act

iviti

es o

f sim

ilar

scop

e an

d co

mpl

exity

.

13.1

.1.1

3a

CO

L 13

.1(3

)T

he C

OL

App

lican

t is

to d

escr

ibe

its m

anag

emen

t, e

ngin

eerin

g, a

nd

tech

nica

l sup

port

org

aniz

atio

ns.

The

des

crip

tion

incl

udes

or

gani

zatio

nal c

hart

s fo

r th

e cu

rren

t hea

dqua

rter

s an

d en

gine

erin

g st

ruct

ure

and

any

plan

ned

mod

ifica

tions

and

add

ition

s to

thos

e or

gani

zatio

ns th

at r

efle

ct th

e ad

ded

func

tiona

l res

pons

ibili

ties

with

the

nucl

ear

pow

er p

lant

.

13.1

.1.2

.2F

igur

e 13

.1-2

043a

Tab

le1.

8-20

1 (

Sh

eet

54 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

66

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 13

.1(4

)T

he C

OL

App

lican

t is

to d

evel

op a

des

crip

tion

of th

e or

gani

zatio

nal

arra

ngem

ent.

Thi

s de

scrip

tion

show

s ho

w th

e ad

ded

func

tiona

l re

spon

sibi

litie

s as

soci

ated

with

the

addi

tion

of th

e nu

clea

r po

wer

pla

nt

to th

e A

pplic

ant’s

pow

er g

ener

atio

n ca

paci

ty a

re d

eleg

ated

and

as

sign

ed (

or e

xpec

ted

to b

e as

sign

ed)

to e

ach

of th

e w

orki

ng o

r pe

rfor

man

ce-le

vel o

rgan

izat

iona

l uni

ts to

impl

emen

t the

se

resp

onsi

bilit

ies.

The

des

crip

tion

incl

udes

org

aniz

atio

nal c

hart

s re

flect

ing

the

curr

ent c

orpo

rate

str

uctu

re a

nd th

e sp

ecifi

c w

orki

ng-

or

perf

orm

ance

-leve

l org

aniz

atio

nal u

nits

that

pro

vide

tech

nica

l sup

port

fo

r th

e op

erat

ion.

13.1-1

3.1.

1.2.

5F

igur

es 1

3.1-

201

- 204

13.1

.2Ta

ble

13.1

-201

Tabl

e 13

.1-2

02

3a

CO

L 13

.1(5

)T

he C

OL

App

lican

t is

to d

evel

op th

e de

scrip

tion

of th

e ge

nera

l qu

alifi

catio

n re

quire

men

ts in

term

s of

edu

catio

nal b

ackg

roun

d an

d ex

perie

nce

for

posi

tions

or

clas

ses

of p

ositi

ons

depi

cted

in th

e or

gani

zatio

nal a

rran

gem

ent.

13.1

.313

.1.1

.33a

CO

L 13

.1(6

)T

he C

OL

App

lican

t is

to d

evel

op th

e or

gani

zatio

nal s

truc

ture

for

the

plan

t org

aniz

atio

n, it

s pe

rson

nel r

esp

onsi

bilit

ies

and

auth

oriti

es, a

nd

oper

atin

g sh

ift c

rew

s.

13.1

.2 -

13.1

.2.6

Fig

ures

13.

1-20

2 an

d 20

313

.1.1

.1Ta

ble

13.1

-201

Tabl

e 13

.1-2

02

3a

CO

L 13

.1(7

)T

he C

OL

App

lican

t is

to d

evel

op th

e de

scrip

tion

of e

duca

tion,

trai

ning

, an

d ex

perie

nce

requ

irem

ents

est

ablis

hed

for

man

agem

ent,

oper

atin

g,

tech

nica

l, an

d m

aint

enan

ce p

ositi

ons

for

the

oper

atin

g or

gani

zatio

n.

13.1

.33a

CO

L 13

.2(1

)T

he C

OL

App

lican

t is

to d

evel

op th

e tr

aini

ng p

rogr

am d

escr

iptio

n.13

.2F

igur

e 13

.1-2

053a

Tab

le1.

8-20

1 (

Sh

eet

55 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

67

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 13

.2(2

)T

he C

OL

App

lican

t is

to d

evel

op tr

aini

ng p

rogr

ams

for

reac

tor

oper

ator

s in

acc

orda

nce

with

NU

RE

G-0

800,

Sec

tion

13.2

.1.I

.3 (

Ref

. 13

.2-4

).

13.2

Fig

ure

13.1

-205

1a

CO

L 13

.2(3

)T

he C

OL

App

lican

t is

to d

evel

op tr

aini

ng p

rogr

ams

for

non-

licen

sed

plan

t sta

ff in

acc

orda

nce

with

NU

RE

G-0

800,

Sec

tion

13.2

.2.I.

3 (R

ef.

13.2

-4).

13.2

Fig

ure

13.1

-205

1b

CO

L 13

.2(4

)T

he C

OL

App

lican

t is

to d

evel

op tr

aini

ng p

rogr

ams.

The

se p

rogr

ams

incl

ude

a ch

art,

whi

ch s

how

s th

e sc

hedu

le o

f eac

h pa

rt o

f the

trai

ning

pr

ogra

m fo

r ea

ch fu

nctio

nal g

roup

of

empl

oyee

s in

the

orga

niza

tion

in

rela

tion

to th

e sc

hedu

le fo

r pr

eope

ratio

nal t

estin

g, e

xpec

ted

fuel

lo

adin

g, a

nd e

xpec

ted

time

for

exam

inat

ions

prio

r to

pla

nt c

ritic

ality

for

licen

sed

oper

ator

s.

13.2

Fig

ure

13.1

-205

3a

CO

L 13

.2(5

)T

he C

OL

App

lican

t is

to d

eter

min

e th

e ex

tent

to w

hich

por

tions

of

appl

icab

le N

RC

gui

danc

e is

use

d in

the

faci

lity

trai

ning

pro

gram

or

the

just

ifica

tion

of e

xcep

tions

.

13.2

Fig

ure

13.1

-205

3a

CO

L 13

.3(1

)T

he C

OL

App

lican

t is

to d

evel

op in

terf

aces

of d

esig

n fe

atur

es w

ith s

ite

spec

ific

desi

gns

and

site

par

amet

ers.

13.3

3a

CO

L 13

.3(2

)T

he C

OL

App

lican

t is

to d

evel

op a

com

preh

ensi

ve e

mer

genc

y pl

an a

s a

phys

ical

ly s

epar

ate

docu

men

t.13

.3.1

3a

CO

L 13

.3(3

)T

he C

OL

App

lican

t is

to d

evel

op a

n em

erge

ncy

clas

sific

atio

n an

d ac

tion

leve

l sch

eme.

13.3

.13a

CO

L 13

.3(4

)T

he C

OL

App

lican

t is

to d

evel

op th

e se

curit

y-re

late

d as

pect

s of

em

erge

ncy

plan

ning

.13

.3.1

3a

Tab

le1.

8-20

1 (

Sh

eet

56 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

68

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 13

.3(5

)T

he C

OL

App

lican

t is

to d

evel

op a

mul

ti-un

it si

te in

terf

ace

plan

de

pend

ing

on th

e lo

catio

n of

the

new

rea

ctor

on,

or

near

, an

oper

atin

g re

acto

r si

te w

ith a

n ex

istin

g em

erge

ncy

plan

.

13.3

.23a

CO

L 13

.3(6

)T

he C

OL

App

lican

t is

to d

evel

op a

n em

erge

ncy

plan

ning

insp

ectio

ns,

test

s, a

naly

ses,

and

acc

epta

nce

crite

ria.

13.3

.33a

CO

L 13

.3(7

)T

he C

OL

App

lican

t is

to d

evel

op th

e de

scrip

tion

of th

e op

erat

ion

supp

ort c

ente

r.13

.33a

CO

L 13

.4(1

)T

he C

OL

App

lican

t is

to d

evel

op a

des

crip

tion

and

sche

dule

for

the

impl

emen

tatio

n of

ope

ratio

nal p

rogr

ams.

The

CO

L A

pplic

ant i

s to

“fu

lly

desc

ribe”

the

oper

atio

nal p

rogr

ams

as d

efin

ed in

SE

CY

-05-

0197

(R

ef.

13.4

-1)

and

prov

ide

com

mitm

ents

for t

he im

plem

enta

tion

of o

pera

tiona

l pr

ogra

ms

requ

ired

by r

egul

atio

n. I

n so

me

inst

ance

s, p

rogr

ams

may

be

impl

emen

ted

in p

hase

s. T

he C

OL

App

lican

t is

to in

clud

e th

e ph

ased

im

plem

enta

tion

mile

ston

es in

thei

r su

bmitt

al.

13.4

Tabl

e 13

.4-2

01F

SA

R s

ectio

ns

refe

renc

ed

ther

ein

1a

CO

L 13

.4(2

)T

he C

OL

App

lican

t is

to d

evel

op a

leak

age

mon

itorin

g an

d pr

even

tion

prog

ram

for

the

syst

ems

spec

ified

in T

S 5

.5.2

. The

leak

age

mon

itorin

g an

d pr

even

tion

prog

ram

will

incl

ude

the

appr

opria

te m

etho

ds a

nd

acce

ptan

ce c

riter

ia a

s de

fined

in N

UR

EG

-073

7 Ite

m II

I.D.1

.1 (

Ref

13

.4-2

).

Tabl

e 13

.4-2

0113

.4.1

1b

CO

L 13

.5(1

)T

he C

OL

App

lican

t is

to d

evel

op a

dmin

istr

ativ

e pr

oced

ures

des

crib

ing

adm

inis

trat

ive

cont

rols

ove

r ac

tiviti

es th

at a

re im

port

ant t

o sa

fety

for

the

oper

atio

n of

a fa

cilit

y.

13.5

-13.

5.1.

22

CO

L 13

.5(2

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

57 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

69

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 13

.5(3

)T

he C

OL

App

lican

t is

to d

evel

op p

roce

dure

s pe

rfor

med

by

licen

sed

oper

ator

s in

the

mai

n co

ntro

l roo

m.

Ope

ratin

g pr

oced

ures

that

are

us

ed b

y th

e op

erat

ing

orga

niza

tion

to e

nsur

e ro

utin

e op

erat

ing,

of

f-no

rmal

, and

em

erge

ncy

activ

ities

are

con

duct

ed in

a s

afe

man

ner

are

desc

ribed

. T

he p

lan

incl

udes

the

impl

emen

tatio

n of

thes

e pr

oced

ures

(R

ef.1

3.5-

3).

13.5

.213

.5.2

.12

CO

L 13

.5(4

)T

he C

OL

App

lican

t is

to d

escr

ibe

the

diffe

rent

cla

ssifi

catio

ns o

f pr

oced

ures

the

oper

ator

s w

ill u

se in

the

mai

n co

ntro

l roo

m a

nd lo

cally

in

the

plan

t for

ope

ratio

ns, t

he o

pera

ting

orga

niza

tion

resp

onsi

ble

for

mai

ntai

ning

the

proc

edur

es, a

nd th

e ge

nera

l for

mat

and

con

tent

of t

he

diffe

rent

cla

ssifi

catio

ns.

13.5

.2

13.5

.2.1

3a

CO

L 13

.5(5

)T

he C

OL

App

lican

t is

to d

escr

ibe

the

prog

ram

for

deve

lopi

ng o

pera

ting

proc

edur

es.

13.5

.213

.5.2

.13a

CO

L 13

.5(6

)T

he C

OL

App

lican

t is

to d

escr

ibe

the

prog

ram

for

deve

lopi

ng a

nd

impl

emen

ting

emer

genc

y op

erat

ing

proc

edur

es.

13.5

.213

.5.2

.13a

CO

L 13

.5(7

)T

he C

OL

App

lican

t is

to d

escr

ibe

the

clas

sific

atio

ns o

f mai

nten

ance

an

d ot

her

oper

atin

g pr

oced

ures

, the

ope

ratin

g or

gani

zatio

n gr

oup

or

grou

ps r

espo

nsib

le fo

r fo

llow

ing

each

cla

ss o

f pro

cedu

re, a

nd th

e ge

nera

l obj

ectiv

es a

nd c

hara

cter

of e

ach

clas

s an

d su

bcla

ss.

13.5

.2.2

3a

CO

L 13

.6(1

)T

he C

OL

App

lican

t is

to d

evel

op a

nd p

rovi

de th

e pl

ant o

vera

ll se

curit

y pl

an (

cons

istin

g of

the

phys

ical

sec

urity

pla

n, s

afeg

uard

s co

ntin

genc

y pl

an, a

nd th

e gu

ard

trai

ning

and

qua

lific

atio

n pl

an)

and

the

cybe

r se

curit

y pl

an a

nd th

e im

plem

enta

tion

sche

dule

for

sec

urity

pro

gram

s.

13.6

Tabl

e 13

.4-2

011a 3a

Tab

le1.

8-20

1 (

Sh

eet

58 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

70

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 13

.6(2

)T

he C

OL

appl

ican

t is

to d

evel

op a

nd p

rovi

de a

s pa

rt o

f its

phy

sica

l se

curit

y pl

an s

ite s

peci

fic p

hysi

cal s

ecur

ity fe

atur

es a

nd c

apab

ilitie

s,

such

as

(i) th

e ph

ysic

al b

arrie

r su

rrou

ndin

g th

e pr

otec

ted

area

bo

unda

ry; (

ii) th

e is

olat

ion

zone

in a

reas

adj

acen

t to

the

prot

ecte

d ar

ea

boun

dary

, (iii

) se

curit

y lig

htin

g, o

r us

e of

low

-ligh

t tec

hnol

ogy,

for

the

isol

atio

n zo

ne a

nd p

rote

cted

are

a; (

iv)

the

vehi

cle

barr

ier

syst

em, (

v)

cont

rolle

d ac

cess

poi

nts

to c

ontr

ol e

ntry

of p

erso

nnel

, veh

icle

s an

d m

ater

ials

into

the

prot

ecte

d ar

ea, (

vi)

the

intr

usio

n de

tect

ion

syst

em,

and

(vii)

the

clos

ed c

ircui

t tel

evis

ion

cam

era

and

vide

o as

sess

men

t sy

stem

s to

pro

vide

mon

itorin

g an

d as

sess

men

t of t

he p

rote

cted

are

a pe

rimet

er.

13.6

.113

.6.2

Phy

sica

l Sec

urity

P

lan

3a

CO

L 13

.6(3

)T

he C

OL

appl

ican

t is

to r

evis

e th

e no

n-st

anda

rd p

lant

vita

l are

a an

d vi

tal e

quip

men

t inf

orm

atio

n co

ntai

ned

in th

e U

S-A

PW

R D

esig

n C

ertif

icat

ion,

Phy

sica

l Ele

men

t Rev

iew

to b

e co

nsis

tent

with

its

site

-spe

cific

des

ign.

13.6

.2.2

3a

CO

L 13

.6(4

)T

he C

OL

appl

ican

t is

to m

ake

prov

isio

n fo

r th

e se

cond

ary

alar

m s

tatio

n in

acc

orda

nce

with

the

requ

irem

ents

of 1

0 C

FR

73.

55(i)

(4).

13.6

.2.2

3a

CO

L 13

.6(5

)T

he C

OL

appl

ican

t’s p

hysi

cal s

ecu

rity

plan

is to

mak

e pr

ovis

ion

for

radi

o or

mic

row

ave

tran

smitt

ed tw

o-w

ay v

oice

com

mun

icat

ion)

to

com

mun

icat

e w

ith th

e lo

cal l

aw e

nfor

cem

ent a

genc

ies.

13.6

.2.5

Phy

sica

l Sec

urity

P

lan

3a

CO

L 13

.7(1

)T

he C

OL

App

lican

t is

to d

evel

op th

e de

scrip

tion

of th

e op

erat

ing

and

cons

truc

tion

plan

t fitn

ess-

for-

duty

pro

gram

s.13

.73a

CO

L 14

.2(1

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

59 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

71

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 14

.2(2

) T

he C

OL

App

lican

t rec

onci

les

the

site

-spe

cific

org

aniz

atio

n,

orga

niza

tiona

l titl

es, o

rgan

izat

iona

l res

pons

ibili

ties,

and

rep

ortin

g re

latio

nshi

ps to

be

cons

iste

nt w

ith U

S-A

PW

R T

est P

rogr

am

Des

crip

tion

Tech

nica

l Rep

ort,

MU

AP

-080

09 (

Ref

eren

ce 1

4.2-

29)

[14.

2.2]

.

14.2

.23a

CO

L 14

.2(3

)D

elet

ed fr

om th

e D

CD

.

CO

L 14

.2(4

)D

elet

ed fr

om th

e D

CD

.

CO

L 14

.2(5

)D

elet

ed fr

om th

e D

CD

.

CO

L 14

.2(6

)D

elet

ed fr

om th

e D

CD

.

CO

L 14

.2(7

)T

he C

OL

appl

ican

t pro

vide

s an

eve

nt-b

ased

sch

edul

e, r

elat

ive

to fu

el

load

ing,

for

cond

uctin

g ea

ch m

ajor

pha

se o

f the

test

pro

gram

, and

a

sche

dule

for

the

deve

lopm

ent o

f pla

nt p

roce

dure

s th

at a

ssur

es

requ

ired

proc

edur

es a

re a

vaila

ble

for

use

durin

g th

e pr

epar

atio

n,

revi

ew a

nd p

erfo

rman

ce o

f pre

oper

atio

nal a

nd s

tart

up te

stin

g. F

or

mul

tiuni

t site

s, th

e C

OL

appl

ican

t dis

cuss

es t

he e

ffect

s of

ove

rlapp

ing

initi

al te

st p

rogr

am s

ched

ules

on

orga

niza

tions

and

per

sonn

el

part

icip

atin

g in

eac

h IT

P. T

he C

OL

appl

ican

t ide

ntifi

es a

nd

cros

s-re

fere

nces

eac

h te

st o

r po

rtio

n of

a te

st r

equi

red

to b

e co

mpl

eted

pr

ior

to fu

el lo

ad w

hich

sat

isfie

s IT

AA

C r

equi

rem

ents

. [1

4.2.

9] [1

4.2.

11]

14.2

.914

.2.1

1Ta

ble

14.2

-202

4

CO

L 14

.2(8

)D

elet

ed fr

om th

e D

CD

.

CO

L 14

.2(9

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

60 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

72

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 14

.2(1

0)T

he C

OL

appl

ican

t is

resp

onsi

ble

for

the

test

ing

outs

ide

scop

e of

the

cert

ified

des

ign

in a

ccor

danc

e w

ith th

e te

st c

riter

ia d

escr

ibed

in

subs

ectio

n 14

.2.1

. [

14.2

.12]

14.2

.12.

1.90

.C.8

14.2

.12.

1.11

214

.2.1

2.1.

113

14.2

.12.

1.11

4Ta

ble

14.2

-201

App

endi

x 14

A

3a

CO

L 14

.2(1

1)T

he C

OL

hold

er fo

r th

e fir

st p

lant

is to

per

form

the

first

pla

nt o

nly

test

s an

d pr

otot

ype

test

. For

sub

sequ

ent p

lant

s, e

ither

thes

e te

sts

are

perf

orm

ed, o

r th

e C

OL

appl

ican

t pro

vide

s a

just

ifica

tion

that

the

resu

lts

of th

e fir

st-p

lant

onl

y te

sts

are

appl

icab

le to

the

subs

eque

nt p

lant

and

ar

e no

t req

uire

d to

be

repe

ated

. [14

.2.8

]

14.2

.8.1

14.2

.8.2

.114

.2.8

.2.2

3a

CO

L 14

.2(1

2)T

he C

OL

hold

er m

akes

ava

ilabl

e ap

prov

ed te

st p

roce

dure

s fo

r sa

tisfy

ing

test

ing

requ

irem

ents

des

crib

ed in

Sec

tion

14.2

to th

e N

RC

ap

prox

imat

ely

60 d

ays

prio

r to

thei

r in

tend

ed u

se. [

14.2

.3, 1

4.2.

11,

14.2

.12.

1]

14.2

.32

CO

L 14

.3(1

)T

he C

OL

appl

ican

t pro

vide

s th

e IT

AA

C fo

r th

e si

te s

peci

fic p

ortio

n of

th

e pl

ant s

yste

ms

spec

ified

in S

ubse

ctio

n 14

.3.5

, Int

erfa

ce

Req

uire

men

ts. [

14.3

.4.6

,14.

3.4.

7]

14.3

.4.7

5

CO

L 14

.3(2

)T

he C

OL

appl

ican

t pro

vide

s th

e IT

AA

C fo

r th

e fa

cilit

y’s

emer

genc

y pl

anni

ng n

ot a

ddre

ssed

in th

e D

CD

in a

ccor

danc

e w

ith R

G 1

.206

(R

efer

ence

14.

3-1)

as

appr

opria

te. [

14.3

.4.1

0]

14.3

.4.1

05

CO

L 14

.3(3

)T

he C

OL

appl

ican

t pro

vide

s IT

AA

C fo

r th

e fa

cilit

y’s

phys

ical

sec

urity

ha

rdw

are

not a

ddre

ssed

in th

e D

CD

in a

ccor

danc

e w

ith R

G 1

.206

(R

efer

ence

14.

3-1)

as

appr

opria

te, a

nd p

rovi

des

abst

ract

s de

scrib

ing

the

spec

ific

insp

ectio

ns, t

ests

and

ana

lysi

s fo

r th

e fa

cilit

y's

phys

ical

se

curit

y ha

rdw

are

ITA

AC

not

add

ress

ed in

the

DC

D.

14.3

.4.1

25

Tab

le1.

8-20

1 (

Sh

eet

61 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

73

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 14

.3(4

)T

he C

OL

App

lican

t pro

vide

s a

DA

C c

losu

re s

ched

ule

and

decl

ares

w

heth

er th

e st

anda

rd a

ppro

ach

is u

sed

for

clos

ure

of D

AC

ITA

AC

, as

desc

ribed

by

App

endi

x 14

.B.1

14.3

.4.3

CO

L 15

.0(1

)In

the

CO

LA, i

f the

site

-spe

cific

χ/Q

val

ues

exce

ed D

CD

χ/Q

val

ues,

th

en th

e C

OL

App

lican

t is

to d

emon

stra

te h

ow th

e do

se r

efer

ence

va

lues

in 1

0 C

FR

50.

34 a

nd 1

0 C

FR

52.

79 a

nd th

e co

ntro

l roo

m d

ose

limits

in 1

0 C

FR

50,

App

endi

x A

, Gen

eral

Des

ign

Crit

erio

n 19

are

met

fo

r af

fect

ed e

vent

s us

ing

site

-spe

cific

χ/Q

val

ues.

Add

ition

ally

, the

Te

chni

cal S

uppo

rt C

ente

r (T

SC

) do

se s

houl

d be

eva

luat

ed a

gain

st th

e ha

bita

bilit

y re

quire

men

ts in

Par

agra

ph IV

.E. 8

to 1

0 C

FR

Par

t 50,

A

ppen

dix

E, a

nd 1

0 C

FR

50.

47(b

)(8)

and

(b)

(11)

.

15.0

.3.3

3a

CO

L 16

.1(1

)A

dopt

ion

of R

MT

S is

to b

e co

nfirm

ed a

nd th

e re

leva

nt d

escr

iptio

ns a

re

to b

e fix

ed.

16.1

.1.2

CO

LA P

art 4

, S

ectio

n A

3a

CO

L 16

.1(2

)A

dopt

ion

of S

FC

P is

to b

e co

nfirm

ed a

nd th

e re

leva

nt d

escr

iptio

ns a

re

to b

e fix

ed.

16.1

.1.2

CO

LA P

art 4

, S

ectio

n A

3a

CO

L 16

.1_3

.3.1

(1)

Del

eted

from

the

DC

D.

CO

L 16

.1_3

.3.2

(1)

Del

eted

from

the

DC

D.

CO

L 16

.1_3

.3.5

(1)

The

tim

e de

lay

valu

es in

SR

3.3

.5.3

are

to b

e co

nfirm

ed b

ased

on

the

plan

t spe

cific

tran

smis

sion

sys

tem

per

form

ance

.C

OLA

Par

t 4,

S

ectio

n A

3a

Tab

le1.

8-20

1 (

Sh

eet

62 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

74

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 16

.1_3

.3.6

(1)

Del

eted

from

the

DC

D.

CO

L 16

.1_3

.4.1

7(1)

Del

eted

from

the

DC

D.

CO

L 16

.1_3

.7.9

(1)

LCO

3.7

.9 a

nd a

ssoc

iate

d B

ases

for

the

Ulti

mat

e H

eat S

ink

base

d on

pl

ant s

peci

fic d

esig

n, in

clud

ing

requ

ired

UH

S w

ater

vol

ume,

low

est

wat

er le

vel f

or E

SW

pum

ps a

nd m

axim

um w

ater

tem

pera

ture

of t

he

UH

S, a

re to

be

deve

lope

d.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_3

.7.1

0(1)

LCO

3.7

.10

and

asso

ciat

ed B

ases

for

haza

rdou

s ch

emic

al a

re to

be

conf

irmed

by

the

eval

uatio

n w

ith s

ite-s

peci

fic c

ondi

tion.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_3

.8.4

(1)

The

bat

tery

floa

t cur

rent

val

ues

in r

equi

red

actio

n A

.2 is

to b

e co

nfirm

ed a

fter

sele

ctio

n of

the

plan

t bat

terie

s.C

OLA

Par

t 4,

S

ectio

n A

3a

CO

L 16

.1_3

.8.5

(1)

The

bat

tery

floa

t cur

rent

val

ues

in r

equi

red

actio

n A

.2 is

to b

e co

nfirm

ed a

fter

sele

ctio

n of

the

plan

t bat

terie

s.C

OLA

Par

t 4,

S

ectio

n A

3a

CO

L 16

.1_3

.8.6

(1)

The

bat

tery

floa

t cur

rent

val

ues

in c

ondi

tion

B, r

equi

red

actio

n B

.2, a

nd

SR

3.8

.6.1

are

to b

e co

nfirm

ed a

fter

sele

ctio

n of

the

plan

t bat

terie

s.C

OLA

Par

t 4,

S

ectio

n A

3a

CO

L 16

.1_4

.1(1

)T

he s

ite s

peci

fic in

form

atio

n fo

r si

te lo

catio

n is

to b

e pr

ovid

ed.

CO

LA P

art 4

, S

ectio

n A

3a

CO

L 16

.1_4

.3.1

(1)

Del

eted

from

the

DC

D.

CO

L 16

.1_5

.1.1

(1)

The

title

s fo

r m

embe

rs o

f the

uni

t sta

ff ar

e to

be

spec

ified

.C

OLA

Par

t 4,

Sec

tion

A3a

CO

L 16

.1_5

.1.2

(1)

The

title

s fo

r m

embe

rs o

f the

uni

t sta

ff ar

e to

be

spec

ified

.C

OLA

Par

t 4,

Sec

tion

A3a

Tab

le1.

8-20

1 (

Sh

eet

63 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

75

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 16

.1_5

.2.1

(1)

The

title

s fo

r m

embe

rs o

f the

uni

t sta

ff ar

e to

be

spec

ified.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_5

.2.2

(1)

The

title

s an

d nu

mbe

r fo

r m

embe

rs o

f the

uni

t sta

ff ar

e to

be

spec

ified.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_5

.3.1

(1)

Min

imum

qua

lific

atio

n fo

r un

it st

aff i

s to

be

spec

ified

.C

OLA

Par

t 4,

Sec

tion

A3a

CO

L 16

.1_5

.5.1

(1)

The

title

s fo

r m

embe

rs o

f the

uni

t sta

ff th

at a

ppro

ve th

e O

ffsite

Dos

e C

alcu

latio

n M

anua

l are

to b

e sp

ecifi

ed.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_5

.5.9

(1)

Del

eted

from

the

DC

D.

CO

L 16

.1_5

.5.2

0(1)

Con

trol

Roo

m E

nvel

ope

Hab

itabi

lity

Pro

gram

for

haza

rdou

s ch

emic

al

are

to b

e co

nfirm

ed b

y th

e ev

alua

tion

with

site

-spe

cific

con

ditio

n.C

OLA

Par

t 4,

S

ectio

n A

3a

CO

L 16

.1_5

.6.1

(1)

In c

ase

of m

ultip

le u

nit s

ite, t

he a

dditi

onal

info

rmat

ion

for

subm

ittal

of

repo

rt is

to b

e ad

ded.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_5

.6.1

(2)

The

form

at o

f the

Ann

ual R

adio

logi

cal E

nviro

nmen

tal O

pera

ting

Rep

ort

is to

be

spec

ified

bas

ed o

n “t

he fo

rmat

of t

he ta

ble

in th

e R

adio

logi

cal

Ass

essm

ent B

ranc

h Te

chni

cal P

ositi

on, R

evis

ion

1, N

ovem

ber

1979

” or

ano

ther

form

at.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_5

.6.2

(1)

In c

ase

of m

ultip

le u

nit s

ite, t

he a

dditi

onal

info

rmat

ion

for

subm

ittal

of

repo

rt is

to b

e ad

ded.

CO

LA P

art

4,

Sec

tion

A3a

CO

L 16

.1_5

.6.7

(1)

Del

eted

from

the

DC

D.

CO

L 16

.1_5

.7(1

)T

he s

ite s

peci

fic in

form

atio

n ab

out H

igh

Rad

iatio

n A

rea

is to

be

prov

ided.

CO

LA P

art

4,

Sec

tion

A3a

Tab

le1.

8-20

1 (

Sh

eet

64 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

76

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 17

.4(1

)T

he C

OL

App

lican

t sha

ll be

res

pons

ible

for

the

deve

lopm

ent a

nd

impl

emen

tatio

n of

the

Pha

ses

II an

d III

of t

he D

-RA

P, in

clud

ing

QA

re

quire

men

ts.

In th

e P

hase

II, t

he p

lant

’s s

ite-s

peci

fic in

form

atio

n sh

ould

be

intr

oduc

ed to

the

D-R

AP

pro

cess

and

the

site

-spe

cific

ris

k-si

gnifi

cant

SS

Cs

shou

ld b

e co

mbi

ned

with

the

US

-AP

WR

des

ign

risk-

sign

ifica

nt S

SC

s in

to a

list

for

the

spec

ific

plan

t. P

hase

II is

pe

rfor

med

dur

ing

the

CO

L ap

plic

atio

n ph

ase

and

upda

ted/

mai

ntai

ned

durin

g th

e C

OL

licen

se h

olde

r ph

ase.

In th

e P

hase

III,

proc

urem

ent,

fabr

icat

ion,

con

stru

ctio

n, a

nd te

st s

peci

ficat

ions

for t

he S

SC

s w

ithin

the

scop

e of

the

RA

P s

houl

d en

sure

that

sig

nific

ant a

ssum

ptio

ns, s

uch

as

equi

pmen

t rel

iabi

lity,

are

rea

listic

and

ach

ieva

ble.

The

QA

re

quire

men

ts s

houl

d be

impl

emen

ted

durin

g th

e pr

ocur

emen

t, fa

bric

atio

n, c

onst

ruct

ion,

and

pre

-ope

ratio

n te

stin

g of

the

SS

Cs

with

in

the

scop

e of

the

RA

P. P

hase

III i

s pe

rfor

med

dur

ing

the

CO

L lic

ense

ho

lder

pha

se a

nd p

rior

to in

itial

fuel

load

ing.

The

CO

L ap

plic

ant w

ill

prop

ose

a m

etho

d by

whi

ch it

will

inco

rpor

ate

the

obje

ctiv

es o

f the

re

liabi

lity

assu

ranc

e pr

ogra

m in

to o

ther

pro

gram

s fo

r de

sign

or

oper

atio

nal e

rror

s th

at d

egra

de n

onsa

fety

-rel

ated

, ris

k-si

gnifi

cant

S

SC

s.

17.4

.317

.4.4

17.4

.717

.4.8

Tabl

e 17

.4-2

01

2

Tab

le1.

8-20

1 (

Sh

eet

65 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

77

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 17

.4(2

)T

he C

OL

App

lican

t sha

ll be

res

pons

ible

for

the

deve

lopm

ent a

nd

impl

emen

tatio

n of

the

O-R

AP,

in w

hich

the

RA

P a

ctiv

ities

sho

uld

be

inte

grat

ed in

to th

e ex

istin

g op

erat

iona

l pro

gram

(i.e

., M

aint

enan

ce

Rul

e, s

urve

illan

ce te

stin

g, in

-ser

vice

insp

ectio

n, in

-ser

vice

test

ing,

and

Q

A).

The

O-R

AP

sho

uld

also

incl

ude

the

proc

ess

for

prov

idin

g co

rrec

tive

actio

ns fo

r de

sign

and

ope

ratio

nal e

rror

s th

at d

egra

de

non-

safe

ty-r

elat

ed S

SC

s w

ithin

the

scop

e of

the

RA

P. A

des

crip

tion

of

the

prop

osed

met

hod

for

deve

lopi

ng/in

tegr

atin

g th

e op

erat

iona

l RA

P

into

ope

ratin

g pl

ant p

rogr

ams

(e.g

., m

aint

enan

ce r

ule,

qua

lity

assu

ranc

e) is

per

form

ed d

urin

g th

e C

OL

appl

icat

ion

phas

e. T

he

deve

lopm

ent/i

nteg

ratio

n of

the

oper

atio

nal R

AP

is p

erfo

rmed

dur

ing

the

CO

L lic

ense

hol

der

phas

e an

d pr

ior

to in

itial

fuel

load

ing.

All

SS

Cs

iden

tifie

d as

ris

k-si

gnifi

cant

with

in th

e sc

ope

of th

e D

-RA

P s

houl

d be

ca

tego

rized

as

high

-saf

ety-

sign

ifica

nt (

HS

S)

with

in th

e sc

ope

of in

itial

M

aint

enan

ce R

ule.

The

inte

grat

ion

of r

elia

bilit

y as

sura

nce

activ

ities

in

to e

xist

ing

oper

atio

nal p

rogr

ams

will

als

o ad

dres

s es

tabl

ishm

ent o

f:1)

Rel

iabi

lity

perf

orm

ance

goa

ls fo

r ris

k-si

gnifi

cant

SS

Cs

cons

iste

nt

with

the

exis

ting

mai

nten

ance

and

qua

lity

assu

ranc

e pr

oces

ses

on th

e ba

sis

of in

form

atio

n fr

om th

e D

RA

P (

for

exam

ple,

impl

emen

tatio

n of

th

e m

aint

enan

ce r

ule

follo

win

g th

e gu

idan

ce c

onta

ined

in R

G 1

.160

is

one

acce

ptab

le m

etho

d fo

r es

tabl

ishi

ng p

erfo

rman

ce g

oals

pro

vide

d th

at S

SC

s ar

e ca

tego

rized

as

HS

S w

ithin

the

scop

e of

the

Mai

nten

ance

Rul

e pr

ogra

m),

and

2) P

erfo

rman

ce a

nd c

ondi

tion

mon

itorin

g re

quire

men

ts to

pro

vide

re

ason

able

ass

uran

ce th

at r

isk-

sign

ifica

nt S

SC

s do

not

deg

rade

to a

n un

acce

ptab

le le

vel d

urin

g pl

ant o

pera

tions

.

17.4

.317

.4.4

17.4

.517

.4.7

1b

Tab

le1.

8-20

1 (

Sh

eet

66 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

78

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 17

.5(1

)T

he C

OL

appl

ican

t sha

ll de

velo

p an

d im

plem

ent

a Q

ualit

y A

ssur

ance

P

rogr

am D

escr

iptio

n fo

r si

te-s

peci

fic d

esig

n ac

tiviti

es a

nd fo

r pl

ant

cons

truc

tion

and

oper

atio

n.

17.0

17.1

17.2

17.3

17.5

3a

CO

L 17

.6(1

)T

he C

OL

appl

ican

t mus

t pro

vide

in it

s F

SA

R a

des

crip

tion

of t

he

mai

nten

ance

rul

e pr

ogra

m, a

nd it

s fo

r im

plem

enta

tion,

for

mon

itorin

g th

e ef

fect

iven

ess

of m

aint

enan

ce n

eces

sary

to m

eet t

he r

equi

rem

ents

of

10

CF

R 5

0.65

.

17.6

1b

CO

L 18

.1(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.1(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.3(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.3(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.4(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.4(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.4(3

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.5(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.5(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.6(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.6(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.7(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.8(1

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

67 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

79

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 18

.9(1

)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.10(

1)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.10(

2)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.11(

1)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.11(

2)D

elet

ed fr

om th

e D

CD

.

CO

L 18

.12(

1)D

elet

ed fr

om th

e D

CD

.

CO

L 19

.3(1

)T

he C

OL

App

lican

t who

inte

nds

to im

plem

ent r

isk-

man

aged

tech

nica

l sp

ecifi

catio

ns c

ontin

ues

to u

pdat

e P

roba

bilis

tic R

isk

Ass

essm

ent a

nd

Sev

ere

Acc

iden

t Eva

luat

ion

to p

rovi

de P

RA

inpu

t for

ris

k-m

anag

ed

tech

nica

l spe

cific

atio

ns. P

eer

revi

ews

for

the

upda

ted

PR

A w

ill b

e pe

rfor

med

prio

r to

the

use

of P

RA

to r

isk-

info

rmed

app

licat

ions

.

19.1

.7.6

4

CO

L 19

.3(2

)D

elet

ed fr

om th

e D

CD

.

CO

L 19

.3(3

)D

elet

ed fr

om th

e D

CD

.

Tab

le1.

8-20

1 (

Sh

eet

68 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

80

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 19

.3(4

)T

he P

roba

bilis

tic R

isk

Ass

essm

ent a

nd S

ever

e A

ccid

ent E

valu

atio

n is

up

date

d as

nec

essa

ry to

ass

ess

spec

ific

site

info

rmat

ion

and

all

pote

ntia

l site

spe

cific

ext

erna

l haz

ards

(bo

th n

atur

al a

nd m

an-m

ade

haza

rds)

that

may

affe

ct th

e fa

cilit

y ar

e sc

reen

ed o

ut o

r su

bjec

ted

to

anal

ysis

.

19.1

.1.2

.119

.1.4

.1.2

19.1

.4.2

.219

.1.5

19.1

.5.2

.219

.1.5

.3.2

19.1

.6.2

19.2

.6.1

19.2

.6.1

.119

.2.6

.219

.2.6

.419

.2.6

.519

.2.6

.6Ta

ble

19.1

-201

Tabl

e 19

.1-2

02Ta

ble

19.1

-203

Tabl

e 19

.2-9

RF

igur

e 19

.1-2

01

3a

CO

L 19

.3(5

)T

he C

OL

App

lican

t will

iden

tify

a m

ilest

one

for

com

plet

ing

a co

mpa

rison

of t

he a

s-bu

ilt S

SC

HC

LPF

s to

thos

e as

sum

ed in

DC

D

Sub

sect

ion

19.1

.5.1

. Dev

iatio

ns fr

om th

e H

CLP

F v

alue

s or

oth

er

assu

mpt

ions

in th

e se

ism

ic m

argi

ns e

valu

atio

n sh

all b

e an

alyz

ed to

de

term

ine

if an

y ne

w v

ulne

rabi

lity

has

been

intr

oduc

ed.

19.1

.5.1

.119

.1.5

.1.2

Tabl

e 19

.1-2

06

4

Tab

le1.

8-20

1 (

Sh

eet

69 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

81

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

CO

L 19

.3(6

)T

he C

OL

App

lican

t dev

elop

s or

des

crib

es a

n ac

cide

nt m

anag

emen

t pr

ogra

m w

hich

incl

udes

em

erge

ncy

oper

atin

g pr

oced

ures

, co

nsid

erat

ion

of r

isk-

sign

ifica

nt o

pera

tor

actio

ns li

sted

in D

CD

Tab

le

19.1

-119

, tra

inin

g, a

nd h

uman

rel

iabi

lity

rela

ted

seve

re a

ccid

ent

guid

ance

pro

gram

s. In

sigh

ts g

aine

d fr

om th

e de

sign

spe

cific

PR

A,

incl

udin

g in

sigh

ts c

reat

ed b

y th

e in

corp

orat

ion

of s

ite a

nd p

lant

-spe

cific

in

form

atio

n av

aila

ble

at th

e C

OL

appl

icat

ion

phas

e (f

or a

spec

ts o

f the

de

sign

whi

ch a

re n

ot b

ound

ed b

y th

e S

tand

ard

Pla

nt P

RA

), a

re to

be

refle

cted

app

ropr

iate

ly.

19.2

.5Ta

ble

19.1

-119

R2

CO

L 19

.3(7

)T

he C

OL

App

lican

t will

pro

vide

a m

ilest

one

for

com

plet

ing

the

equi

pmen

t sur

viva

bilit

y as

sess

men

t of

the

as-b

uilt

equi

pmen

t req

uire

d to

miti

gate

sev

ere

acci

dent

s (e

lect

rical

pen

etra

tions

, hyd

roge

n ig

nite

rs

and

cont

ainm

ent p

ress

ure

(wid

e ra

nge)

) to

pro

vide

rea

sona

ble

assu

ranc

e th

at th

ey w

ill o

pera

te in

the

envi

ronm

enta

l con

ditio

ns

resu

lting

from

hyd

roge

n bu

rns

asso

ciat

ed w

ith s

ever

e ac

cide

nts

for

whi

ch th

ey a

re in

tend

ed a

nd o

ver

the

time

span

for

whi

ch th

ey a

re

need

ed.

19.2

.3.3

.73a

CO

L 19

.3(8

)T

he C

OL

appl

ican

t will

des

crib

e th

e us

es o

f PR

A in

sup

port

of l

icen

see

prog

ram

s an

d id

entif

y an

d de

scrib

e ris

k-in

form

ed a

pplic

atio

ns b

eing

im

plem

ente

d du

ring

the

oper

atio

nal p

hase

.

19.1

.1.4

.119

.1.1

.4.2

1b

Tab

le1.

8-20

1 (

Sh

eet

70 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)

Rev

isio

n 3

1.8-

82

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Not

e:T

he d

esig

natio

n of

the

reso

lutio

n ca

tego

ry in

dica

tes

the

reso

lutio

n st

atus

of e

ach

CO

L ite

m c

ateg

oriz

ed to

1a,

1b,

2, 3

a, 3

b, 3

c, 4

, or

51.

Ope

ratio

nal p

rogr

ams

1a. A

pplic

ant i

tem

as

Lice

nse

Con

ditio

n fo

r O

pera

tiona

l pro

gram

1b. A

pplic

ant i

tem

as

Com

mitm

ent f

or O

pera

tiona

l pro

gram

2. P

lant

pro

cedu

res

3. D

esig

n in

form

atio

n3a

. App

lican

t ite

m D

esig

n in

form

atio

n pr

ovid

ed in

FS

AR

3b. A

pplic

ant i

tem

as

Com

mitm

ent f

or D

esig

n in

form

atio

n to

be

prov

ided

bef

ore

CO

L is

suan

ce3c

. Not

use

d4.

Det

aile

d sc

hedu

le in

form

atio

n5.

The

insp

ectio

ns, t

ests

, ana

lyse

s, a

nd a

ccep

tanc

e cr

iteria

(IT

AA

C)

(See

Sub

sect

ion

1.8.

1.2

for

furt

her

disc

ussi

on.)

CO

L 19

.3(9

)T

he C

OL

appl

ican

t will

des

crib

e th

e P

RA

mai

nten

ance

and

upg

rade

pr

ogra

ms.

19.1

.2.4

1b

Tab

le1.

8-20

1 (

Sh

eet

71 o

f 71

)

Res

olu

tio

n o

f C

om

bin

ed L

icen

se It

ems

for

Ch

apte

rs 1

- 1

9

CO

L It

em N

o.

CO

L It

emF

SA

R L

oca

tio

nR

eso

luti

on

Cat

ego

ry

CP

CO

L 1.

8(2)


Part 2, FSAR

Revision 31.9-1

1.9 CONFORMANCE WITH REGULATORY CRITERIA


Replace the last paragraph of DCD Section 1.9 with the following.

Subsection 1.9.1 discusses the conformance with regulatory guides for the operational aspects and portions of the facility design that are not included in the DCD.

Subsections 1.9.2 and 1.9.3 address an evaluation for the Standard Review Plan (SRP) revision and generic issues which are identified in the revision of NUREG-0933 in effect six months before the docketing date of the application. This evaluation contains the operational aspect and portions of the facility design that are not included in the DCD. The additional status for the Three Miles Island (TMI) requirements is also included in Subsection 1.9.3.

Subsection 1.9.4 provides the evaluation for the generic communications (i.e., generic letters and bulletins) and Japanese pressurized-water reactors (PWRs) operating experience. These experiences are evaluated up to six months before the submittal date of the COLA.

1.9.1 Conformance with Regulatory Guides

Add the following paragraphs at the end of DCD Subsection 1.9.1.

For the portions of the CPNPP Units 3 and 4 operational aspects and design that are not included in the referenced certified design, Tables 1.9-201 through 1.9-203 and 1.9-221 address conformance with regulatory guides in effect in March 2008, i.e., six months before COLA submittal. Each table provides an evaluation of conformance with a group of regulatory guides, as applicable for the required RG divisions. The tables show the RG numbers, titles, status, revision: chapter, section and subsection of the FSAR that corresponds to the particular RGs.

The status of each item is reported as “Conformance”, “Conformance with exceptions”, or “Not applicable”.

Division 4 of the RGs applies to the Environmental Report, and those topics are addressed in the COLA Part 3. Table 1.9-202 provides an additional evaluation of conformance with Division 4 of the RGs as applicable to the content of this FSAR.

CP COL 1.9(1)

CP COL 1.9(1)


Part 2, FSAR

Revision 31.9-2

Division 5 of the RGs applies to the Physical Security Plan, and those topics are addressed in the COLA Part 8.

1.9.2 Conformance with Standard Review Plan

Add the following paragraph after the last paragraph in DCD Subsection 1.9.2.

Conformance with the SRP in effect in May 2008 for the portions of the CPNPP Units 3 and 4 design and programs not included in the referenced certified design is addressed in Tables 1.9-204 through 1.9-218. The tables show the evaluation of conformance with the standard review plan for this FSAR. When additional evaluation is provided to the DCD status, the status is reported in the column “COLA FSAR Status” and the column “Appears in FSAR Chapter/Section” shows appropriate reference FSAR sections.

1.9.3 Generic Issues

Add the following paragraphs after the last paragraph in DCD Subsection 1.9.3.

In the US-APWR DCD NUREG-0933 (September 2007) was consulted for generic communications, and those issues were addressed in a way that is also appropriate for purposes of this COLA FSAR. Therefore, there is no additional evaluation of generic safety issues in the FSAR. Subsection 1.9.4 provides the review for the recent generic communications (i.e., bulletins and generic letters) issued by the NRC in order to incorporate current operational experience.

The five TMI related requirements annotated in DCD Table 1.9.3-2 as being completely or partially the COL applicant’s responsibility are addressed in Table 1.9-219.

1.9.4 Operational Experience (Generic Communications)

Add the following text after the first paragraph in DCD Subsection 1.9.4.

Luminant has reviewed those generic communications issued between March 2007 and March 2008 that are applicable to the portions of the CPNPP Units 3 and 4 design not included in the design certification. Evaluations of those items are presented in Table 1.9-220. Information from these documents is taken from

CP COL 1.9(1)

CP COL 1.9(1)

CP COL 1.9(1)


Part 2, FSAR

Revision 31.9-3

NRC Bulletins and NRC Generic Letters as of December 12, 2007. The table contains columns for the generic issue document (including number, title, and date), language excerpted from the document that communicates the substance of the issue, CPNPP Units 3 and 4 Comments on applicability, and references to the relevant subject matter in the CPNPP Units 3 and 4 FSAR.



1.9(1) Conformance with regulatory guidance

This COL item is addressed in Section 1.9, Subsections 1.9.1 through 1.9.4, and Tables 1.9-201 through 1.9-220.

The applicable requirements of 10 CFR 30, 40, 70, 73 and 74 regarding emergency protection and preparedness, security, non-licensed staff training and fire protection program elements that will be in place prior to receipt of byproduct, source or special nuclear material are located in Subsections 12.2.1.1.10, 13.5.2.2, 13.6, and Tables 1.9-220 and 13.4-201.

CP COL 1.9(1)

Rev

isio

n 3

1.9-

4

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

1 (S

hee

t 1

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion

1.8

Qua

lific

atio

n a

nd T

rain

ing

of P

erso

nne

l fo

r N

ucle

ar P

ower

Pla

nts

R

evis

ion

3M

ay 2

000

Con

form

ance

with

exc

eptio

ns

(Crit

erio

n 2:

The

min

imu

m q

ual

ifica

tion

requ

irem

ent

of t

he

plan

t sta

ff co

nfor

ms

to C

PN

PP

U

nits

3 a

nd

4 te

chni

cal s

peci

ficat

ion

and

Cha

pte

r 1

3. A

nd Q

A c

onfo

rms

to q

ualit

y as

sura

nce

p

rogr

am d

escr

iptio

n [Q

AP

D].)

12.1

.1.3

.113

.117

.5C

OLA

Pa

rt 4

1.12

Nuc

lea

r P

ower

Pla

nt In

stru

men

tatio

n

for

Ear

thqu

akes

R

evis

ion

2M

arch

199

7C

onfo

rman

ce3.

7.4

1.16

Rep

ort

ing

of O

pera

ting

Info

rmat

ion

–

Ap

pen

dix

A T

ech

nica

l Spe

cific

atio

ns

Rev

isio

n 4

Aug

ust

19

75N

ot a

ppl

ica

ble

(Thi

s R

G w

as

with

draw

n on

8/1

1/2

009.

)

N/A

1.21

Me

asur

ing,

Eva

luat

ing,

and

Re

port

ing

R

adio

activ

ity in

So

lid W

aste

s an

d R

ele

ases

of R

adi

oact

ive

Mat

eria

ls in

Li

quid

and

Gas

eous

Effl

uen

ts fr

om

Ligh

t-W

ater

-Coo

led

Nu

clea

r P

owe

r P

lant

s

Rev

isio

n 1

June

197

4C

onfo

rman

ce w

ith e

xcep

tions

(AN

SI N

13.1

-19

99 is

app

lied

in C

.6.)

11.5

.2

1.23

Me

teor

olo

gica

l Mon

itorin

g P

rogr

am

s fo

r N

ucle

ar P

ower

Pla

nts

S

econ

d P

ropo

sed

Rev

isio

n 1

Apr

il 1

986

Con

form

ance

; rev

isio

n o

f rec

ord

CP

NP

P U

nits

1

and

22.

3.3

2.3.

4

1.24

Ass

um

ptio

ns U

sed

for

Eva

luat

ing

the

P

ote

ntia

l Rad

iolo

gica

l Con

seq

uen

ces

of a

Pre

ssur

ize

d W

ate

r R

eac

tor

Rad

ioac

tive

Ga

s S

tora

ge T

ank

Fai

lure

Rev

isio

n 0

Mar

ch 1

972

Con

form

ance

N/A

1.26

Qua

lity

Gro

up C

lass

ifica

tion

s an

d S

tand

ards

for

Wat

er-,

Ste

am-,

an

d R

adio

activ

e-W

aste

-Con

tain

ing

C

ompo

nen

ts o

f Nuc

lear

Po

wer

Pla

nts

Rev

isio

n 4

Mar

ch 2

007

Con

form

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3.2

17.5

(Q

AP

D)

CP

CO

L 1.

9(1)

http://www.nrc.gov/reading-rm/doc-collections/reg-guides/power-reactors/active/01-008/


http://www.nrc.gov/reading-rm/doc-collections/reg-guides/power-reactors/active/01-016/01-016.pdf

http://www.nrc.gov/reading-rm/doc-collections/reg-guides/power-reactors/active/01-023/01-023r1.pdf

Rev

isio

n 3

1.9-

5

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.27

Ulti

mat

e H

eat S

ink

for

Nuc

lear

Pow

er

Pla

nts

Rev

isio

n 2

Janu

ary

197

6C

onfo

rman

ce2.

4.2

- 2.

4.4

2.4.

119.

2.1.

39.

2.5

CO

LA P

art

4

1.28

Qua

lity

Ass

ura

nce

Pro

gram

R

equ

irem

ents

(D

esi

gn a

nd

Con

stru

ctio

n)

Rev

isio

n 3

Aug

ust

19

85C

onfo

rman

ce w

ith e

xcep

tion

(QA

PD

co

nfor

ms

with

SR

P 1

7.5

and

NQ

A-1

199

4 E

diti

on.)

17.3

17.5

1.29

Se

ism

ic D

esig

n C

lass

ifica

tion

R

evis

ion

4 M

arch

200

7C

onfo

rman

ce2.

4.2

- 2.

4.4

1.30

Qua

lity

Ass

ura

nce

Req

uire

men

ts fo

r th

e In

stal

latio

n, I

nspe

ctio

n, a

nd T

est

ing

of In

stru

men

tatio

n an

d E

lect

ric

Eq

uip

me

nt

Rev

isio

n 0

Aug

ust

19

72C

onfo

rman

ce w

ith e

xcep

tion

(QA

PD

co

nfor

ms

with

SR

P 1

7.5

and

NQ

A-1

199

4 E

diti

on.)

17.3

17.5

1.33

Qua

lity

Ass

ura

nce

Pro

gram

R

equ

irem

ents

(O

pera

tion)

R

evis

ion

2F

ebru

ary

19

78C

onfo

rman

ce w

ith e

xcep

tion

(QA

PD

co

nfor

ms

with

SR

P 1

7.5

and

NQ

A-1

199

4 E

diti

on.)

11.5

.213

.113

.517

.5C

OLA

Pa

rt 4

1.35

In-S

erv

ice

Insp

ectio

n (I

SI)

of

Ung

rou

ted

Tend

ons

in P

rest

ress

ed

Con

cret

e C

onta

inm

ents

Rev

isio

n 3

July

19

90C

onfo

rman

ce

(No

te: l

imite

d to

des

ign

cons

ider

atio

ns;

im

ple

men

tatio

n o

f IS

I ph

ysic

al in

spe

ctio

n w

ill b

e b

y C

OL

hold

er)

3.8.

1.7

1.37

Qua

lity

Ass

ura

nce

Req

uire

men

ts fo

r C

lea

ning

of F

luid

Sys

tem

s an

d A

sso

ciat

ed C

ompo

nent

s of

W

ate

r-C

oole

d N

ucle

ar

Pow

er P

lant

s

Rev

isio

n 1

Mar

ch 2

007

Con

form

ance

(No

te: Q

AP

D c

omm

its to

RG

1.3

7, i

n ac

cord

ance

w

ith S

RP

17

.5.)

17.5

Tab

le1.

9-20

1 (S

hee

t 2

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion





Rev

isio

n 3

1.9-

6

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.38

Qua

lity

Ass

ura

nce

Req

uire

men

ts fo

r P

ack

agin

g, S

hipp

ing,

Rec

eivi

ng,

S

tora

ge,

and

Han

dlin

g o

f Ite

ms

for

Wa

ter-

Coo

led

Nuc

lea

r P

ower

Pla

nts

Rev

isio

n 2

May

197

7C

onfo

rman

ce w

ith e

xcep

tion

(QA

PD

co

nfor

ms

with

SR

P 1

7.5

and

Sub

part

2.2

o

f NQ

A-1

199

4 E

ditio

n.)

17.5

1.39

Hou

seke

epin

g R

equ

irem

ents

for

Wa

ter-

Coo

led

Nuc

lea

r P

ower

Pla

nts

Rev

isio

n 2

Sep

tem

ber

197

7C

onfo

rman

ce w

ith e

xcep

tion

(QA

PD

co

nfor

ms

with

SR

P 1

7.5

and

NQ

A-1

199

4 E

diti

on.)

17.5

1.54

Se

rvic

e Le

vel I

, II,

and

III P

rote

ctiv

e C

oatin

gs

App

lied

to N

ucl

ear

Pow

er

Pla

nts

Rev

isio

n 1

July

20

00C

onfo

rman

ce w

ith e

xcep

tions

. AS

TM

sta

nda

rd

revi

sion

leve

ls m

ay

diffe

r fr

om R

G 1

.54

as

spec

ifica

lly r

efer

ence

d in

the

“Cor

resp

ond

ing

Cha

pter

/Sec

tion.

”

6.1.

2, 1

1.2

, 11.

4

1.59

Des

ign

Bas

is F

lood

s fo

r Nuc

lear

Pow

er

Pla

nts

Rev

isio

n 2

Aug

ust

19

77C

onfo

rman

ce w

ith e

xcep

tions

(RG

1.5

9 A

ppe

ndix

A in

dica

tes

use

of A

NS

I N

170-

197

6. In

pla

ce o

f thi

s st

and

ard,

A

NS

I/AN

S-2

.8-1

992

was

use

d.

AN

SI/A

NS

-2.8

-199

2 w

as is

sued

as

a su

pers

edi

ng

doc

umen

t to

AN

SI N

170

-197

6.

AN

SI/A

NS

-2.8

-199

2 w

as w

ithdr

awn

on

July

26,

2

002

. How

eve

r, a

repl

ace

men

t sta

nda

rd h

as

not

bee

n is

sue

d. N

UR

EG

-08

00 2

.4.4

Rev

isio

n 3,

M

arch

20

07 in

clud

es A

NS

I/AN

S-2

.8-1

992

as a

re

fere

nce.

)

2.4.

2 -

2.4.

52.

4.10

1.60

Des

ign

Res

pon

se S

pect

ra fo

r S

eis

mic

D

esig

n o

f Nuc

lear

Pow

er P

lan

ts

Rev

isio

n 1

Dec

em

ber

197

3C

onfo

rman

ce2.

5.2

Tab

le1.

9-20

1 (S

hee

t 3

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion


Rev

isio

n 3

1.9-

7

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.61

Dam

pin

g V

alu

es fo

r S

eis

mic

Des

ign

of

Nuc

lea

r P

ower

Pla

nts

Rev

isio

n 1

Mar

ch 2

007

Con

form

ance

3.7.

1.2

App

end

ix 3

KK

App

end

ix 3

LL

App

end

ix 3

MM

App

end

ix 3

NN

1.68

Initi

al T

est P

rog

ram

s fo

r W

ate

r-C

oole

d N

ucle

ar

Pow

er P

lant

s R

evis

ion

3M

arch

200

7C

onfo

rman

ce14

.2A

ppe

ndix

14

A

1.76

Des

ign

-Bas

is T

orn

ado

and

Tor

nad

o M

issi

les

for

Nu

clea

r P

owe

r P

lan

ts

Rev

isio

n 1

Mar

ch 2

007

Con

form

ance

2.3.

1.2.

33.

3.2

3.5.

1

1.78

Eva

luat

ing

the

Hab

itab

ility

of a

Nuc

lear

P

ow

er P

lant

Con

trol

Ro

om D

urin

g a

Po

stu

late

d H

aza

rdou

s C

hem

ical

R

ele

ase

Rev

isio

n 1

Dec

em

ber

200

1C

onfo

rman

ce

2.2.

36.

4.4

1.82

Wa

ter

Sou

rce

s fo

r Lo

ng-

Term

R

ecirc

ula

tion

Coo

ling

Fol

low

ing

a Lo

ss-o

f-C

oola

nt A

ccid

ent

Rev

isio

n 3

Nov

em

ber

200

3C

onfo

rman

ce6.

2.2

1.83

In-s

erv

ice

Insp

ectio

n of

Pre

ssu

rized

W

ate

r Re

acto

r Ste

am G

ene

rato

r Tub

es

Rev

isio

n 1

July

19

75N

ot a

ppl

ica

ble

(Thi

s R

G h

as

bee

n w

ithd

raw

n by

NR

C.)

N/A

1.84

Des

ign

, Fab

ricat

ion,

an

d M

ate

rials

C

ode

Ca

se A

ccep

tabi

lity,

AS

ME

S

ect

ion

III

Rev

isio

n 34

O

ctob

er 2

007

Con

form

ance

N/A

1.86

Term

inat

ion

of O

per

atin

g L

icen

ses

for

Nuc

lea

r R

eac

tors

R

evis

ion

0Ju

ne 1

974

Not

ap

plic

abl

e

(Thi

s R

G is

ou

tsid

e th

e s

cop

e of

the

FS

AR

.)

N/A

Tab

le1.

9-20

1 (S

hee

t 4

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion






Rev

isio

n 3

1.9-

8

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.91

Eva

luat

ions

of E

xplo

sion

s P

ostu

late

d

To O

ccur

on

Tra

nspo

rtat

ion

Rou

tes

Nea

r N

ucle

ar P

ow

er P

lant

s

Rev

isio

n 1

Feb

rua

ry 1

978

Con

form

ance

2.

2

1.92

Com

bin

ing

Mod

al R

espo

nses

and

S

patia

l Com

pone

nts

in S

eism

ic

Res

pons

e A

nal

ysis

Rev

isio

n 2

July

20

06C

onfo

rman

ceA

ppe

ndix

3K

KA

ppe

ndix

3L

LA

ppe

ndix

3M

MA

ppe

ndix

3N

N

1.94

Qua

lity

Ass

ura

nce

Req

uire

men

ts fo

r In

stal

latio

n, In

spec

tion

, and

Te

stin

g of

S

truc

tura

l Con

cre

te a

nd S

truc

tura

l S

teel

Dur

ing

the

Con

stru

ctio

n P

hase

of

Nuc

lea

r P

ower

Pla

nts

Rev

isio

n 1

Apr

il 1

976

Con

form

ance

with

exc

eptio

n

(QA

PD

co

nfor

ms

with

SR

P 1

7.5

and

Sub

part

2.5

o

f NQ

A-1

199

4 E

ditio

n.)

17.5

1.10

0S

eis

mic

Qua

lific

atio

n o

f Ele

ctric

and

M

ech

anic

al E

quip

men

t for

Nuc

lear

P

ow

er P

lant

s

Rev

isio

n 2

June

198

8C

onfo

rman

ceN

/A

1.10

1E

me

rgen

cy P

lann

ing

an

d P

repa

red

ness

for

Nuc

lear

Pow

er

Rea

ctor

s

Rev

isio

n 5

June

200

5N

ot a

ppl

ica

ble

(Thi

s R

G is

out

side

the

scop

e of

the

FS

AR

. C

OLA

P

art

5 a

ddre

sse

s th

e e

me

rgen

cy p

lann

ing.

)

N/A

1.10

2F

lood

Pro

tect

ion

for

Nu

clea

r P

owe

r P

lant

s R

evis

ion

1 S

epte

mbe

r 1

976

Con

form

ance

2.4.

2 -

2.4.

42.

4.10

1.10

9 C

alcu

latio

n of

Ann

ual D

oses

to M

an

from

Rou

tine

Rel

eas

es o

f Re

acto

r E

fflu

ents

for

the

Pu

rpos

e of

Eva

lua

ting

Com

plia

nce

with

10

CF

R 5

0, A

ppe

ndix

I

Rev

isio

n 1

Oct

ober

197

7C

onfo

rman

ce

11.2

.311

.3.3

11.4

.311

.5.2

1.11

0C

ost-

Be

nefit

An

alys

is fo

r R

adw

aste

S

yste

ms

for

Ligh

t-W

ate

r-C

oole

d N

ucle

ar P

ower

Rea

ctor

s

Rev

isio

n 0

M

arch

197

6C

onfo

rman

ce

11.2

.111

.3.1

11.4

.111

.5.2

Tab

le1.

9-20

1 (S

hee

t 5

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion



Rev

isio

n 3

1.9-

9

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.11

1M

eth

ods

for

Est

imat

ing

Atm

osp

heric

T

rans

port

and

Dis

per

sion

of G

ase

ous

Effl

uen

ts in

Rou

tine

Re

lea

ses

from

Li

ght-

Wat

er-C

oole

d R

eac

tors

Rev

isio

n 1

July

19

77C

onfo

rman

ce

2.3.

511

.4.3

11.3

.311

.5.2

1.11

3E

stim

atin

g A

qua

tic D

ispe

rsio

n of

E

fflu

ents

from

Acc

iden

tal a

nd

Rou

tine

R

eact

or R

ele

ases

for

the

Pur

pose

of

Impl

emen

ting

App

end

ix I

Rev

isio

n 1

Apr

il 1

977

Con

form

ance

11

.2.3

11.4

.311

.5.2

1.11

4G

uida

nce

to O

per

ator

s at

the

Con

tro

ls

and

to S

enio

r O

pera

tors

in th

e C

ontr

ol

Roo

m o

f a N

ucl

ear

Pow

er

Uni

t

Rev

isio

n 2

May

198

9C

onfo

rman

ce

13.5

1.11

5P

rote

ctio

n A

gai

nst

Low

-Tra

ject

ory

Tur

bine

Mis

sile

s R

evis

ion

1Ju

ly 1

977

Con

form

ance

3.5.

1.3.

2

1.11

6Q

ualit

y A

ssur

anc

e R

equ

irem

ents

for

Inst

alla

tion,

Insp

ectio

n, a

nd T

est

ing

of

Me

chan

ical

Equ

ipm

ent a

nd S

yste

ms

Rev

isio

n 0-

R

May

197

7C

onfo

rman

ce w

ith e

xcep

tion

(QA

PD

co

nfor

ms

with

SR

P 1

7.5

and

Sub

part

2.8

o

f NQ

A-1

199

4 E

ditio

n.)

17.3

17.5

1.12

2D

evel

opm

ent o

f Flo

or

De

sign

R

espo

nse

Sp

ectr

a fo

r S

eism

ic D

esig

n of

Flo

or-S

uppo

rted

Equ

ipm

ent o

r C

ompo

nen

ts

Rev

isio

n 1

Feb

rua

ry 1

978

Con

form

ance

App

end

ix 3

KK

App

end

ix 3

LL

App

end

ix 3

MM

1.12

7In

spec

tion

of W

ate

r-C

ontr

ol S

truc

ture

s A

sso

ciat

ed w

ith N

ucle

ar P

ow

er P

lant

s R

evis

ion

1

Mar

ch 1

978

Con

form

ance

2.4

2.5

3.8.

4.7

1.12

9M

ain

tena

nce,

Te

stin

g, a

nd

Rep

lace

men

t of V

ente

d L

ead-

Aci

d

Sto

rag

e B

atte

ries

for

Nuc

lear

Po

wer

P

lant

s

Rev

isio

n 2

Feb

rua

ry 2

007

Con

form

ance

N

/A

Tab

le1.

9-20

1 (S

hee

t 6

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion





Rev

isio

n 3

1.9-

10

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.13

2S

ite In

vest

iga

tions

for

Fou

nda

tion

s o

f N

ucle

ar

Pow

er P

lant

s R

evis

ion

2 O

ctob

er 2

003

Con

form

ance

2.

5.1

2.5.

4

1.13

3Lo

ose

-Pa

rt D

etec

tion

Pro

gra

m fo

r th

e P

rima

ry S

yste

m o

f Lig

ht-W

ate

r-C

oole

d R

eact

ors

Rev

isio

n 1

M

ay

1981

Con

form

ance

with

exc

eptio

ns

(C.3

.a a

nd C

.6 a

re n

ot a

ppl

ica

ble.

)

N/A

1.13

4M

edi

cal E

valu

atio

n o

f Lic

ens

ed

Pe

rson

nel a

t Nu

clea

r P

ower

Pla

nts

R

evis

ion

3

Mar

ch 1

998

Con

form

ance

N

/A

1.13

5N

orm

al W

ater

Lev

el a

nd

Dis

char

ge

at

Nuc

lea

r P

ower

Pla

nts

Rev

isio

n 0

Sep

tem

ber

197

7N

ot a

ppl

ica

ble

(Thi

s R

G h

as

bee

n w

ithd

raw

n by

NR

C.)

N/A

1.13

6D

esig

n L

imits

, Loa

ding

Co

mbi

natio

ns,

Ma

teria

ls, C

onst

ruct

ion,

and

Tes

ting

of

Con

cret

e C

onta

inm

ents

Rev

isio

n 3

M

arch

200

7C

onfo

rman

ce3.

8.1.

6

1.13

8La

bora

tory

Inve

stig

atio

ns o

f Soi

ls a

nd

Roc

ks fo

r E

ngin

eerin

g A

naly

sis

and

Des

ign

of N

ucle

ar P

ower

Pla

nts

Rev

isio

n 2

Dec

em

ber

200

3C

onfo

rman

ce

2.5.

12.

5.4

1.13

9G

uida

nce

for

Res

idua

l He

at R

em

ova

l (f

or C

omm

ent)

Rev

isio

n 0

M

ay

1978

Not

ap

plic

abl

e

(Thi

s R

G h

as

bee

n w

ithd

raw

n by

NR

C.)

N/A

1.14

3D

esig

n G

uid

ance

for

Rad

ioac

tive

Wa

ste

Man

agem

ent S

yste

ms,

S

truc

ture

s, a

nd C

ompo

nent

s In

stal

led

in L

ight

-Wa

ter-

Coo

led

Nuc

lea

r P

owe

r P

lant

s

Rev

isio

n 2

Nov

em

ber

200

1C

onfo

rman

ce

3.2

10.4

.811

.2.1

.611

.2.3

.111

.4.1

.611

.4.4

.5

1.14

5A

tmos

pher

ic D

ispe

rsio

n M

odel

s fo

r P

ote

ntia

l Acc

ide

nt C

ons

equ

ence

A

sses

smen

ts a

t Nuc

lear

Pow

er P

lant

s

Rev

isio

n 1

Nov

em

ber

198

2C

onfo

rman

ce2.

3.4

Tab

le1.

9-20

1 (S

hee

t 7

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion





Rev

isio

n 3

1.9-

11

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.14

7In

-se

rvic

e In

spec

tion

Cod

e C

ase

Acc

epta

bilit

y, A

SM

E S

ectio

n X

I, D

ivis

ion

1

Rev

isio

n 15

O

ctob

er 2

007

Con

form

ance

3.8.

1.7

5.2.

1.2

1.14

9N

ucle

ar

Pow

er P

lant

Sim

ula

tion

F

acili

ties

for

Use

in O

pera

tor

Tra

inin

g

and

Lice

nse

Exa

min

atio

ns

Rev

isio

n 3

Oct

ober

200

1C

onfo

rman

ce

13.2

1.15

0U

ltra

soni

c Te

stin

g o

f Rea

ctor

Ves

sel

We

lds

Dur

ing

Pre

serv

ice

and

In-s

erv

ice

Exa

min

atio

ns

Rev

isio

n 1

Feb

rua

ry 1

983

Not

ap

plic

abl

e

(Thi

s R

G h

as

bee

n w

ithd

raw

n by

NR

C.)

N/A

1.15

9A

ssu

ring

the

Ava

ilabi

lity

of F

und

s fo

r D

ecom

mis

sion

ing

Nu

clea

r R

eact

ors

Rev

isio

n 1

Oct

ober

200

3N

ot a

ppl

ica

ble

(Thi

s R

G is

out

side

the

scop

e of

the

FS

AR

. C

OLA

P

art

1 a

ddre

sse

s th

is in

form

atio

n.)

N/A

1.16

0M

oni

torin

g th

e E

ffect

iven

ess

of

Ma

inte

nanc

e at

Nuc

lea

r P

owe

r P

lant

s R

evis

ion

2

Mar

ch 1

997

Con

form

ance

3.

8.4.

717

.6

1.16

1E

valu

atio

n of

Re

acto

r P

ress

ure

V

ess

els

with

Cha

rpy

Upp

er-S

hel

f E

ner

gy L

ess

Th

an 5

0 F

t-Lb

Rev

isio

n 0

Ju

ne

1995

Not

ap

plic

abl

e

(Mat

eria

ls fo

r ne

w u

nits

are

pro

cure

d w

ith

spec

ifica

tion

s so

that

the

exp

ecte

d U

SE

will

be

g

reat

er th

an

50 ft

-lb th

rou

ghou

t the

rea

ctor

pr

essu

re v

esse

l life

.)

N/A

1.16

2F

orm

at a

nd C

ont

ent

of R

epor

t for

T

herm

al A

nne

alin

g o

f Rea

ctor

P

ress

ure

Ves

sel

Rev

isio

n 0

Feb

rua

ry 1

996

Not

ap

plic

abl

e

(RG

app

lies

to u

nits

in o

pera

tion

that

req

uire

re

cove

ry o

f rea

ctor

pre

ssur

e ve

ssel

mat

eria

l to

ugh

ness

pro

pert

ies

by th

erm

al a

nnea

ling.

)

N/A

1.16

5Id

ent

ifica

tion

an

d C

hara

cter

iza

tion

of

Se

ism

ic S

our

ces

and

De

term

inat

ion

of

Sa

fe S

hut

dow

n E

arth

quak

e G

rou

nd

Mo

tion

Rev

isio

n 0

M

arch

199

7N

ot a

ppl

ica

ble

(Thi

s R

G h

as

bee

n w

ithd

raw

n by

NR

C.)

NA

Tab

le1.

9-20

1 (S

hee

t 8

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion





Rev

isio

n 3

1.9-

12

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.16

6P

re-E

art

hqu

ake

Pla

nnin

g an

d

Imm

edia

te N

ucle

ar

Pow

er

Pla

nt

Ope

rato

r P

ost e

arth

quak

e A

ctio

ns

Rev

isio

n 0

M

arch

199

7C

onfo

rman

ceN

/A

1.16

7R

esta

rt o

f a N

ucle

ar

Pow

er

Pla

nt S

hut

Dow

n by

a S

eism

ic E

vent

R

evis

ion

0

Mar

ch 1

997

Con

form

ance

N/A

1.17

4A

n A

ppr

oach

for

Usi

ng P

rob

abili

stic

R

isk

Ass

essm

ent i

n R

isk-

Info

rmed

D

ecis

ions

on

Pla

nt-S

peci

fic C

hang

es

to th

e Li

cens

ing

Ba

sis

Rev

isio

n 1

Nov

em

ber

200

2N

ot a

ppl

ica

ble

(Thi

s R

G is

con

side

red

dur

ing

pre

para

tion

of r

isk

man

age

d te

chni

cal s

peci

ficat

ion

and

surv

eilla

nce

freq

uen

cy c

ontr

ol p

rog

ram

.)

N/A

1.17

5A

n A

ppr

oach

for

Pla

nt-S

peci

fic,

Ris

k-In

form

ed D

ecis

ion-

mak

ing:

In

-se

rvic

e T

est

ing

Rev

isio

n 0

Aug

ust

19

98N

ot a

ppl

ica

ble

(CP

NP

P U

nits

3 a

nd 4

ap

proa

ch is

to a

ddre

ss th

e d

eter

min

istic

req

uire

men

ts o

f 10

CF

R 5

0 an

d 1

0 C

FR

52,

not

a r

isk-

bas

ed a

ppr

oach

.)

N/A

1.17

6A

n A

ppr

oach

for

Pla

nt-S

peci

fic,

Ris

k-In

form

ed D

ecis

ion-

mak

ing:

G

rad

ed Q

ual

ity A

ssu

ranc

e

Rev

isio

n 0

Aug

ust

19

98N

ot a

ppl

ica

ble

(Thi

s R

G h

as

bee

n w

ithd

raw

n by

NR

C.)

N/A

1.17

7A

n A

ppr

oach

for

Pla

nt-S

peci

fic,

Ris

k-In

form

ed D

ecis

ion-

mak

ing:

Te

chni

cal S

pec

ifica

tion

s

Rev

isio

n 0

Aug

ust

19

98N

ot a

ppl

ica

ble.

(Thi

s re

gula

tory

gui

de

is c

ons

ide

red

durin

g p

repa

ratio

n of

sur

veill

an

ce fr

eque

ncy

con

trol

p

rogr

am.)

N/A

1.17

8A

n A

ppr

oach

for

Pla

nt-S

peci

fic

Ris

k-In

form

ed D

ecis

ion-

mak

ing

for

In-s

erv

ice

Insp

ectio

n of

Pip

ing

Rev

isio

n 1

Sep

tem

ber

200

3N

ot a

ppl

ica

ble

(CP

NP

P U

nits

3 a

nd 4

ap

proa

ch is

to a

ddre

ss th

e d

eter

min

istic

req

uire

men

ts o

f 10

CF

R 5

0 an

d 1

0 C

FR

52,

not

a r

isk-

bas

ed a

ppr

oach

.)

N/A

Tab

le1.

9-20

1 (S

hee

t 9

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion








Rev

isio

n 3

1.9-

13

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.17

9S

tand

ard

Fo

rma

t and

Co

nten

t of

Lice

nse

Term

inat

ion

Pla

ns fo

r N

ucle

ar

Po

wer

Rea

ctor

s

Rev

isio

n 0

Janu

ary

199

9N

ot a

ppl

ica

ble

(CP

NP

P U

nits

3 a

nd 4

are

ne

w u

nits

. RG

app

lies

to li

cens

e te

rmin

atio

n fo

r an

exi

stin

g u

nit.)

N/A

1.18

1C

onte

nt o

f the

Up

date

d F

inal

Sa

fety

A

nal

ysis

Rep

ort i

n A

ccor

danc

e w

ith 1

0 C

FR

50

.71(

e)

Rev

isio

n 0

Sep

tem

ber

199

9C

onfo

rman

ce

(No

te: T

his

FS

AR

sty

le m

eets

the

guid

ance

of R

G

1.2

06.)

N/A

1.18

2A

sse

ssin

g an

d M

anag

ing

Ris

k B

efo

re

Ma

inte

nanc

e A

ctiv

ities

at N

ucle

ar

Po

wer

Pla

nts

Rev

isio

n 0

M

ay

2000

Con

form

ance

17.6

CO

LA P

art

4

1.18

3A

ltern

ativ

e R

adio

logi

cal S

ourc

e Te

rms

for

Eva

luat

ing

Des

ign

Bas

is A

ccid

ents

at

Nu

clea

r P

ower

Rea

cto

rs

Rev

isio

n 0

J

uly

2000

Con

form

ance

12

.4.1

.9.4

.215

.0.3

1.18

4D

ecom

mis

sion

ing

of N

ucle

ar P

ow

er

Rea

ctor

s R

evis

ion

0

Jul

y 20

00N

ot a

ppl

ica

ble

(CP

NP

P U

nits

3 a

nd 4

CO

LA is

an

app

licat

ion

for

new

uni

ts. R

G r

efe

rs to

dec

omm

issi

oni

ng o

f an

e

xist

ing

pla

nt.)

N/A

1.18

5S

tand

ard

Fo

rma

t and

Co

nten

t for

P

ost

-Shu

tdow

n D

ecom

mis

sion

ing

Act

iviti

es R

epor

t

Rev

isio

n 0

J

uly

2000

Not

ap

plic

abl

e

(CP

NP

P U

nits

3 a

nd 4

CO

LA is

an

app

licat

ion

for

new

un

its. R

G r

efe

rs to

dec

om

mis

sion

ing

activ

ities

fo

r an

exi

stin

g p

lan

t.)

N/A

1.18

7G

uida

nce

for

Impl

emen

tatio

n o

f 10

CF

R 5

0.5

9, C

han

ges,

Tes

ts, a

nd

Exp

erim

ents

Rev

isio

n 0

Nov

em

ber

200

0C

onfo

rman

ce

N/A

Tab

le1.

9-20

1 (S

hee

t 10

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion








Rev

isio

n 3

1.9-

14

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.18

8 S

tand

ard

Fo

rma

t and

Co

nten

t for

A

ppl

ica

tions

To

Ren

ew

Nuc

lea

r P

owe

r P

lant

Ope

ratin

g Li

cens

es

Rev

isio

n 1

Sep

tem

ber

200

5N

ot a

ppl

ica

ble

(CP

NP

P U

nits

3 a

nd 4

CO

LA is

an

app

licat

ion

for

new

uni

ts. R

G r

efe

rs to

lice

nse

re

new

al a

ctiv

ities

fo

r an

exi

stin

g p

lan

t.)

N/A

1.18

9F

ire P

rote

ctio

n fo

r N

ucle

ar P

ow

er

Pla

nts

Rev

isio

n 1

M

arch

200

7C

onfo

rman

ce

(No

te: C

onfo

rma

nce

for

desi

gn fe

atur

es is

a

ddre

ssed

in th

e D

CD

. F

or

deta

ils o

f ope

ratio

nal

a

spec

ts, s

ee F

SA

R S

ubse

ctio

n 9.

5.1.

)

9.2.

19.

5.1

13.1

1.19

0C

alcu

latio

nal a

nd D

osi

met

ry M

etho

ds

for

Det

erm

inin

g P

ress

ure

Ves

sel

Neu

tron

Flu

ence

Rev

isio

n 0

M

arch

200

1C

onfo

rman

ce

5.3.

1.6

1.19

1F

ire P

rote

ctio

n P

rog

ram

for

Nuc

lea

r P

ow

er P

lan

ts D

urin

g D

eco

mm

issi

onin

g an

d P

erm

ane

nt S

hut

dow

n

Rev

isio

n 0

M

ay

2001

Not

ap

plic

abl

e

(CP

NP

P U

nits

3 a

nd 4

CO

LA is

an

app

licat

ion

for

new

uni

ts.)

N/A

1.19

2O

pera

tion

and

Ma

inte

nanc

e C

ode

C

ase

Acc

epta

bilit

y, A

SM

E O

M C

ode

Rev

isio

n 0

Ju

ne

2003

Con

form

ance

5.2.

1.2

1.19

3A

SM

E C

ode

Cas

es N

ot A

ppro

ved

for

Use

R

evis

ion

1 A

ugu

st 2

005

Not

ap

plic

abl

e

(CP

NP

P U

nits

3 a

nd 4

des

ign

doe

s no

t inc

orpo

rate

an

y of

the

iden

tifie

d A

SM

E c

ode

case

s.)

N/A

1.19

4A

tmos

pher

ic R

ela

tive

Co

ncen

trat

ions

fo

r C

ontr

ol R

oom

Rad

iolo

gic

al

Hab

itab

ility

Ass

ess

men

ts a

t Nuc

lea

r P

ow

er P

lant

s

Rev

isio

n 0

Ju

ne

2003

Con

form

ance

2.

3.4

1.19

6C

ontr

ol R

oom

Ha

bita

bilit

y at

Li

ght-

Wat

er N

ucle

ar P

ower

Rea

ctor

s R

evis

ion

1 Ja

nuar

y 2

007

Con

form

ance

2.

3.4

6.4

CO

LA P

art

4

Tab

le1.

9-20

1 (S

hee

t 11

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion




http://www.nrc.gov/reading-rm/doc-collections/reg-guides/power-reactors/active/01-196/ml063560144.pdf

Rev

isio

n 3

1.9-

15

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

1.19

7D

emon

stra

ting

Con

trol

Roo

m E

nve

lop

e In

teg

rity

at N

ucle

ar

Pow

er R

eact

ors

Rev

isio

n 0

M

ay

2003

Con

form

ance

CO

LA P

art

4

1.19

8P

roce

dure

s an

d C

riter

ia fo

r A

sses

sin

g S

eis

mic

So

il Li

que

fact

ion

at N

ucle

ar

Po

wer

Pla

nt S

ites

Rev

isio

n 0

Nov

em

ber

200

3C

onfo

rman

ce

2.5.

4

1.20

2S

tand

ard

Fo

rma

t and

Co

nten

t of

Dec

omm

issi

onin

g C

ost

Est

imat

es fo

r N

ucle

ar P

ower

Rea

ctor

s

Rev

isio

n 0

Feb

rua

ry 2

005

Not

ap

plic

abl

e

(App

licat

ion

for

CP

NP

P U

nits

3 a

nd 4

is fo

r ne

w

uni

ts. R

G a

pplie

s to

act

iviti

es th

at o

ccur

dur

ing

de

com

mis

sion

ing.

)

N/A

1.20

5R

isk-

Info

rmed

, Per

form

ance

-Ba

sed

Fire

Pro

tect

ion

for

Exi

stin

g L

ight

-Wat

er

Nuc

lea

r P

ower

Pla

nts

Rev

isio

n 0

M

ay

2006

Not

ap

plic

abl

e

(Ris

k in

form

ed

per

form

anc

e ba

sed

fire

pro

tect

ion

is n

ot u

sed

.)

N/A

1.20

6C

ombi

ned

Lic

ens

e A

pplic

atio

ns fo

r N

ucle

ar

Pow

er P

lant

s (L

WR

Ed

ition

) R

evis

ion

0

Jun

e 20

07C

onfo

rman

ce w

ith e

xcep

tions

(The

gu

idan

ce fo

r re

fere

nci

ng a

n ea

rly s

ite p

erm

it a

nd p

assi

ve a

dvan

ced

ligh

t-w

ater

rea

ctor

[ALW

R]

pla

nt is

not

app

licab

le.)

All

chap

ters

an

d ap

pen

dic

es

1.20

8A

Per

form

ance

-Ba

sed

App

roa

ch to

D

efin

e th

e S

ite-S

peci

fic E

arth

qua

ke

Gro

und

Mot

ion

Rev

isio

n 0

M

arch

200

7C

onfo

rman

ce

2.5.

23.

7

Tab

le1.

9-20

1 (S

hee

t 12

of

12)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

1 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s C

orre

spon

din

g C

hapt

er/

Sec

tion




Rev

isio

n 3

1.9-

16

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

2

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

4 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OLA

/FS

AR

Sta

tus

Cor

resp

ond

ing

Ch

apte

r/S

ectio

n

4.7

Gen

eral

Site

Sui

tabi

lity

Crit

eria

for

Nuc

lea

r P

ower

Sta

tions

Rev

isio

n 2

Apr

il 19

98C

onf

orm

ance

2.1 2.4

.12

2.4

.13

2.5

.54.

15Q

ualit

y A

ssur

anc

e fo

r R

adi

olog

ica

l M

oni

torin

g P

rogr

ams

(Inc

eptio

n th

roug

h N

orm

al O

pera

tions

to

Lice

nse

Te

rmin

atio

n)

– E

fflue

nt

Str

eam

s an

d th

e E

nviro

nmen

t

Rev

isio

n 2

July

20

07C

onf

orm

ance

with

exc

eptio

ns

(QA

req

uire

me

nts

mee

t exi

stin

g a

ctiv

e r

adi

olog

ica

l m

onito

ring

prog

ram

for

CP

NP

P U

nits

1 a

nd 2

.)11

.51

2.5

4.21

Min

imiz

atio

n o

f Con

tam

inat

ion

and

R

adio

activ

e W

aste

Gen

era

tion:

Li

fe-C

ycle

Pla

nni

ng

June

200

8C

onf

orm

ance

11.2

.3.1

11.2

.3.4

12.3

.1.3

.1.1

12.3

.1.3

.2

and

Ta

ble

12

.3-2

01

CP

CO

L 1.

9(1)

http://adamswebsearch.nrc.gov/idmws/ViewDocByAccession.asp?AccessionNumber=ML003739541

Rev

isio

n 3

1.9-

17

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

3 (S

hee

t 1

of

3)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

8 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OLA

FS

AR

Sta

tus

Cor

resp

ondi

ng

Cha

pter

/S

ectio

n

8.2

Gu

ide

for

Ad

min

istr

ativ

e P

ract

ice

s in

R

adia

tion

Mon

itorin

g R

evis

ion

0 F

ebr

uary

197

3C

onf

orm

ance

12.

1.3

8.4

Dire

ct-R

ead

ing

an

d In

dire

ct-R

eadi

ng

Poc

ket D

osim

eter

s R

evis

ion

0 F

ebr

uary

197

3C

onf

orm

ance

12.

1.3

8.5

Crit

ical

ity a

nd

Oth

er In

terio

r Eva

cuat

ion

Sig

nals

R

evis

ion

1 M

arch

198

1C

onf

orm

ance

N/A

8.6

Sta

nda

rd T

est P

roce

dure

for

Gei

ger-

Mul

ler

Cou

nter

s R

evis

ion

0

M

ay 1

973

No

t ap

plic

able

(Thi

s R

G h

as

been

with

dra

wn

by N

RC

.)

N/A

8.7

Inst

ruct

ion

s fo

r R

ecor

din

g an

d R

epo

rtin

g O

ccup

atio

nal R

adia

tion

Exp

osur

e D

ata

Rev

isio

n 2

Nov

emb

er 2

005

Co

nfor

man

ce

12.

1.3

8.8

Info

rma

tion

Rel

eva

nt to

Ens

urin

g th

at

Occ

upat

iona

l Rad

iatio

n E

xpos

ure

s at

N

ucle

ar P

ower

Sta

tions

Will

Be

as

Low

as

Is R

easo

nab

ly A

chie

vabl

e

Rev

isio

n 3

Ju

ne 1

978

Co

nfor

man

ce

11.3

.111

.4.1

11.4

.21

2.1.

1.3

.21

2.2.

1.1

.10

12.

3.1

1

2.3.

2.2

CP

CO

L 1.

9(1)

http://www.nrc.gov/reading-rm/doc-collections/reg-guides/occupational-health/active/8-02/08-002.pdf



http://www.nrc.gov/reading-rm/doc-collections/reg-guides/occupational-health/active/8-07/8-007r2.pdf


Rev

isio

n 3

1.9-

18

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

3 (S

hee

t 2

of

3)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

8 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OLA

FS

AR

Sta

tus

Co

rre

spon

din

g

Ch

apte

r/S

ect

ion

8.9

Acc

ept

able

Co

ncep

ts, M

odel

s,

Equ

atio

ns, a

nd

Ass

um

ptio

ns fo

r a

Bio

assa

y P

rogr

am

Rev

isio

n 1

July

199

3C

onfo

rman

ce

12.

1.3

8.10

Op

erat

ing

Phi

loso

phy

for

Mai

ntai

ning

O

ccup

atio

nal R

adia

tion

Exp

osur

es

as

Low

as

Is R

eas

ona

bly

Ach

ieva

ble

Rev

isio

n 1-

R

May

197

7C

onfo

rman

ce

12.

1.1

.3.3

8.13

Inst

ruct

ion

Con

cern

ing

Pre

nata

l R

adia

tion

Exp

osu

re

Rev

isio

n 3

Ju

ne 1

999

Con

form

ance

1

2.1.

3

8.15

Acc

ept

able

Pro

gra

ms

for

Res

pira

tory

P

rote

ctio

n R

evis

ion

1 O

ctob

er

199

9C

onfo

rman

ce

12.

1.3

8.25

Air

Sa

mp

ling

in th

e W

orkp

lace

R

evis

ion

1

June

199

2C

onfo

rman

ce

12.

1.3

8.27

Rad

iatio

n P

rote

ctio

n T

rain

ing

for

Per

sonn

el a

t Lig

ht-

Wat

er-C

oole

d N

ucle

ar

Pow

er P

lant

s

Rev

isio

n 0

Mar

ch 1

981

Con

form

ance

1

2.1.

3

8.28

Aud

ible

-Ala

rm D

osim

ete

rs

Rev

isio

n 0

Aug

ust

198

1C

onfo

rman

ce

12.

1.3

8.29

Inst

ruct

ion

Con

cern

ing

Ris

ks fr

om

Occ

upat

iona

l Rad

iatio

n E

xpos

ure

R

evis

ion

1 F

ebr

uary

199

6C

onfo

rman

ce

12.

1.3

http://www.nrc.gov/reading-rm/doc-collections/reg-guides/occupational-health/active/8-09/







Rev

isio

n 3

1.9-

19

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

3 (S

hee

t 3

of

3)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

8 R

egu

lato

ry G

uid

es

RG

Nu

mb

erR

G T

itle

Re

visi

on/D

ate

CO

LA F

SA

R S

tatu

sC

orr

esp

ondi

ng

Ch

apte

r/S

ectio

n

8.34

Mon

itorin

g C

riter

ia a

nd

Me

thod

s To

C

alcu

late

Occ

upa

tion

al R

adia

tion

Do

ses

Rev

isio

n 0

July

199

2C

onfo

rman

ce

12.1

.3

8.35

Pla

nne

d S

peci

al E

xpos

ure

s R

evis

ion

0

June

19

92C

onfo

rman

ce

12.1

.3

8.36

Rad

iatio

n D

ose

to th

e E

mbr

yo/F

etu

s R

evis

ion

0

Ju

ly 1

992

Con

form

ance

12

.1.3

8.38

Con

tro

l of A

cces

s to

Hig

h an

d V

ery

Hig

h R

adia

tion

Are

as

of N

ucle

ar P

lant

s R

evis

ion

1

M

ay 2

006

Con

form

ance

12

.1.3




http://www.nrc.gov/reading-rm/doc-collections/reg-guides/occupational-health/active/8-38/08-038r1.pdf

Rev

isio

n 3

1.9-

20

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

4

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 1

Intr

od

uct

ion

an

d G

ener

al D

escr

ipti

on

of

Pla

nt

SR

P S

ectio

nS

RP

Titl

eR

evi

sion

/Da

teC

OL

A F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

1.0

Intr

oduc

tion

and

Inte

rfac

es

Rev

isio

n 1

Nov

emb

er 2

007

Con

form

ance

(The

re a

re n

o sp

ecifi

c S

RP

acc

epta

nce

crite

ria a

ssoc

iate

d w

ith th

e g

ener

al

requ

irem

ents

.)

Ch

apte

r 1

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

21

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

5 (S

hee

t 1

of

3)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 2

Sit

e C

har

acte

rist

ics

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OLA

/FS

AR

Sta

tus

Ap

pear

s in

FS

AR

C

hapt

er/S

ect

ion

2.0

Site

Ch

arac

teris

tics

and

Site

P

ara

met

ers

Initi

al I

ssua

nce

Mar

ch 2

007

Con

form

anc

e2.

0

2.1.

1 S

ite L

ocat

ion

an

d D

escr

iptio

n R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e2.

1.1

2.1.

2 E

xclu

sion

Are

a A

utho

rity

and

Con

trol

R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e2.

1.2

2.1.

3P

opu

latio

n D

istr

ibu

tion

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.1

.3

2.2.

1-2.

2.2

Ide

ntifi

catio

n o

f Pot

entia

l Ha

zard

s in

Site

V

icin

ity

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.2

.12.

2.2

2.2.

3E

valu

atio

n of

Pot

entia

l Acc

iden

ts

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.2

.3

2.3.

1R

egio

nal C

limat

olog

y R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

3.1

2.3.

2Lo

cal M

eteo

rolo

gy

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.3

.2

2.3.

3 O

nsite

Met

eoro

logi

cal M

easu

rem

ent

s P

rogr

ams

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.3

.3

2.3.

4 S

hor

t Ter

m A

tmos

phe

ric D

ispe

rsio

n E

stim

ates

for

Acc

iden

t Rel

ease

s R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

3.4

2.3.

5 Lo

ng-T

erm

Atm

osp

heric

Dis

per

sion

E

stim

ates

for

Ro

utin

e R

ele

ase

s R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

3.5

2.4.

1H

ydro

logi

c D

escr

iptio

n R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

4.1

2.4.

2 F

lood

s R

evi

sion

4

Mar

ch 2

007

Con

form

anc

e 2.

4.2

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

22

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

5 (S

hee

t 2

of

3)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 2

Sit

e C

har

acte

rist

ics

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OLA

/FS

AR

Sta

tus

Ap

pear

s in

FS

AR

C

hapt

er/S

ect

ion

2.4.

3P

roba

ble

Ma

xim

um F

loo

d (P

MF

) o

n S

trea

ms

and

Riv

ers

Re

visi

on 4

M

arch

20

07C

onfo

rma

nce

2.4

.3

2.4.

4P

ote

ntia

l Dam

Fa

ilure

s R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

4.4

2.4.

5 P

roba

ble

Ma

xim

um S

urg

e an

d S

eich

e F

lood

ing

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

with

exc

eptio

ns

(Sub

sect

ion

2.4.

5 d

iscu

sses

reg

ion

of

occu

rren

ce a

nd r

elat

es

U.S

. Co

rps

of

Eng

inee

rs g

uid

ance

doc

umen

t to

site

ch

ara

cte

ristic

s. A

s de

scrib

ed in

Sub

sect

ion

2.4.

5, th

e s

ite is

pre

clu

ded

bas

ed o

n s

ite

char

acte

ristic

s.)

2.4

.5

2.4.

6 P

roba

ble

Ma

xim

um T

sun

ami H

azar

ds

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

with

exc

eptio

ns

(Sub

sect

ion

2.4.

6 d

iscu

sses

coa

stal

hi

stor

ica

l inf

orm

atio

n a

nd

rela

tes

U.S

. Cor

ps

of E

ngin

eers

gui

dan

ce d

ocu

men

t to

site

ch

ara

cte

ristic

s. A

s de

scrib

ed in

Sub

sect

ion

2.4.

6, th

e s

ite is

pre

clu

ded

bas

ed o

n s

ite

char

acte

ristic

s.)

2.4

.6

2.4.

7Ic

e E

ffect

s R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

4.7

2.4.

8 C

oolin

g W

ater

Can

als

and

Res

erv

oirs

R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

4.8

2.4.

9 C

han

nel D

ive

rsio

ns

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.4

.9

2.4.

10

Flo

odin

g P

rote

ctio

n R

equ

irem

ents

R

evi

sion

3

Mar

ch 2

007

Con

form

anc

e 2.

4.1

0

Rev

isio

n 3

1.9-

23

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

5 (S

hee

t 3

of

3)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 2

Sit

e C

har

acte

rist

ics

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OLA

/FS

AR

Sta

tus

Ap

pear

s in

FS

AR

C

hapt

er/S

ect

ion

2.4.

11

Low

Wat

er C

onsi

der

atio

ns

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.4

.11

2.4.

12

Gro

und

wa

ter

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.4

.12

2.4.

13

Acc

iden

tal R

ele

ase

s of

Rad

ioac

tive

Liqu

id E

fflue

nts

in G

rou

nd a

nd

Su

rfac

e

Wa

ters

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.4

.13

2.4.

14

Tech

nica

l Sp

ecifi

catio

ns

and

Em

erg

ency

O

pera

tion

Req

uire

men

ts

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.4

.14

2.5.

1 B

asi

c G

eolo

gic

and

Sei

smic

Info

rmat

ion

Re

visi

on 4

M

arch

20

07C

onfo

rma

nce

2.5

.1

2.5.

2 V

ibra

tory

Gro

und

Mot

ion

R

evi

sion

4

Mar

ch 2

007

Con

form

anc

e 2.

5.2

2.5.

3 S

urf

ace

Fau

lting

R

evi

sion

4

Mar

ch 2

007

Con

form

anc

e 2.

5.3

2.5.

4 S

tabi

lity

of S

ubsu

rfac

e M

ater

ials

and

F

ound

atio

ns

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.5

.4

2.5.

5 S

tabi

lity

of S

lop

es

Re

visi

on 3

M

arch

20

07C

onfo

rma

nce

2.5

.5

Rev

isio

n 3

1.9-

24

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

6 (S

hee

t 1

of

2)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 3

Des

ign

of

Str

uct

ure

s, S

yste

ms,

Co

mp

on

ents

& E

qu

ipm

ent

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

3.2.

1 S

eis

mic

Cla

ssifi

catio

n

Rev

isio

n 2

Mar

ch 2

007

Con

form

ance

3

.2.2

3.7

-3.1

2

3.3.

1 W

ind

Loa

ding

R

evis

ion

3

M

arch

200

7C

onfo

rman

ce3

.3.1

3.3.

2 To

rnad

o L

oads

Rev

isio

n 3

Mar

ch 2

007

Con

form

ance

3.3

.2

3.4.

2 A

nal

ysis

Pro

cedu

res

Rev

isio

n 3

Mar

ch 2

007

Con

form

ance

3

.4.2

3.5.

1.3

T

urb

ine

Mis

sile

s R

evis

ion

3

M

arch

200

7C

onfo

rman

ce3

.5.1

.3.1

3.5

.1.3

.2

3.5.

1.4

M

issi

les

Gen

erat

ed b

y To

rnad

oes

and

E

xtre

me

Win

ds

Rev

isio

n 3

Mar

ch 2

007

Con

form

ance

3.5

.2

3.5.

1.5

S

ite P

roxi

mity

Mis

sile

s (E

xce

pt A

ircra

ft)R

evis

ion

4

M

arch

200

7C

onfo

rman

ce

3.5

.1.5

3.5.

1.6

Airc

raft

Ha

zard

s R

evis

ion

3

M

arch

200

7C

onfo

rman

ce

3.5

.1.6

3.5.

2S

SC

s to

Be

Pro

tect

ed F

rom

E

xter

nally

-Ge

nera

ted

Mis

sile

s R

evis

ion

3

Mar

ch 2

007

Con

form

ance

3

.5.2

3.7.

1 S

eis

mic

De

sign

Par

am

ete

rs

Rev

isio

n 3

Mar

ch 2

007

Con

form

ance

3

.7.1

3.8

3.7.

2 S

eis

mic

Sys

tem

An

alys

is

Rev

isio

n 3

Mar

ch 2

007

Con

form

ance

3

.7.2

3.8

3.7.

3 S

eism

ic S

ubsy

stem

Ana

lysi

s R

evis

ion

3

M

arch

200

7C

onfo

rman

ce

3.7

.33

.93

.12

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

25

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

6 (S

hee

t 2

of

2)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 3

Des

ign

of

Str

uct

ure

s, S

yste

ms,

Co

mp

on

ents

& E

qu

ipm

ent

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

3.7.

4 S

eis

mic

Inst

rum

enta

tion

R

evis

ion

2

M

arch

200

7C

onfo

rman

ce

3.7

.4

3.9.

2 D

ynam

ic T

est

ing

and

Ana

lysi

s of

S

yste

ms,

Str

uct

ure

s, a

nd C

om

pon

ent

s R

evis

ion

3

M

arch

200

7C

onfo

rman

ce

3.9

.2.4

3.9.

3 A

SM

E C

ode

Cla

ss 1

, 2, a

nd 3

C

ompo

nent

s an

d C

ompo

nen

t Su

ppo

rts,

a

nd C

ore

Sup

port

Str

uctu

res

Rev

isio

n 2

Mar

ch 2

007

Con

form

ance

3.9

.3

3.9.

5 R

eact

or P

ress

ure

Ves

sel I

nter

nals

R

evis

ion

3

M

arch

200

7C

onfo

rman

ce

3.9

.5

3.9.

6F

unct

iona

l Des

ign,

Qua

lific

atio

n, a

nd

Inse

rvic

e Te

stin

g P

rogr

ams

for

Pum

ps,

Va

lves

, an

d D

ynam

ic R

estr

ain

ts

Rev

isio

n 3

Mar

ch 2

007

Con

form

ance

3

.9.6

3.11

En

viro

nmen

tal Q

ualif

icat

ion

of

Mec

han

ica

l and

Ele

ctric

al E

quip

men

t R

evis

ion

3

M

arch

200

7C

onfo

rman

ce3

.11

13.

4

3.12

A

SM

E C

ode

Cla

ss 1

, 2, a

nd 3

Pip

ing

Sys

tem

s, P

ipin

g C

ompo

nen

ts a

nd T

heir

Ass

ocia

ted

Sup

port

s

Initi

al Is

suan

ce

Mar

ch 2

007

Con

form

ance

3

.12

3.13

T

hrea

ded

Fa

ste

ners

– A

SM

E C

ode

Cla

ss

1, 2

, and

3In

itial

Issu

ance

M

arch

200

7C

onfo

rman

ce

3.1

3

Rev

isio

n 3

1.9-

26

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

7

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 5

Rea

cto

r C

oo

lan

t an

d C

on

nec

tin

g S

yste

ms

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

5.2.

4 R

eact

or C

oola

nt P

ress

ure

Bo

und

ary

Inse

rvic

e In

spec

tion

and

Test

ing

Rev

isio

n 2

M

arc

h 2

007

Con

form

ance

5.2

.15

.2.4

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

27

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

8

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 6

En

gin

eere

d S

afet

y F

eatu

res

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

6.2.

5C

ombu

stib

le G

as C

ontr

ol i

n C

onta

inm

ent

R

evis

ion

3

Ma

rch

200

7C

onfo

rman

ce6

.1.1

6.2

.5

6.4

Con

trol

Roo

m H

abi

tabi

lity

Sys

tem

R

evis

ion

3

Ma

rch

200

7C

onfo

rman

ce

2.2

.36

.49

.4.1

CO

LA P

art 4

6.5.

1 E

SF

Atm

osph

ere

Cle

anu

p S

yste

ms

Rev

isio

n 3

M

arc

h 2

007

Con

form

ance

6

.5.1

6.6

Inse

rvic

e In

spec

tion

and

Tes

ting

of C

lass

2

and

3 C

ompo

nen

ts

Rev

isio

n 2

M

arc

h 2

007

Con

form

ance

6

.5.2

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

28

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-20

9

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 8

Ele

ctri

c P

ow

er

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

sA

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

8.2

Off-

site

Pow

er S

yste

m

Rev

isio

n 4

M

arc

h 2

007

Con

form

ance

8.2

Bra

nch

Tech

nica

l P

ositi

on 8

-3

Sta

bilit

y of

Off-

site

Pow

er S

yste

ms

Rev

isio

n 3

M

arc

h 2

007

Con

form

ance

8

.2

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

29

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

0

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 9

Au

xili

ary

Sys

tem

s

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OLA

FS

AR

Sta

tus

App

ears

in F

SA

R

Ch

apte

r/S

ectio

n

9.2.

4P

ota

ble

and

Sa

nita

ry W

ate

r S

yste

ms

Rev

isio

n 3

Mar

ch 2

007

Co

nfo

rma

nce

9.2.

4

9.2.

5U

ltim

ate

Hea

t S

ink

Rev

isio

n 3

Mar

ch 2

007

Co

nfo

rma

nce

9.2.

5

9.3.

1C

ompr

esse

d A

ir S

yste

m

Rev

isio

n 2

Mar

ch 2

007

Co

nfo

rma

nce

with

exc

eptio

ns

(Crit

erio

n 3

is n

ot a

ppl

ica

ble.

Th

e in

stru

men

t ai

r sy

stem

of t

he U

S-A

PW

R is

not

sha

red.

Crit

erio

n 4

is n

ot a

pplic

abl

e. U

S-A

PW

R c

an

cop

e w

ith a

sta

tion

bla

cko

ut [S

BO

] with

out a

ir su

ppl

y fr

om th

e in

stru

men

t air

syst

em.)

9.3.

1

9.4.

1 C

ontr

ol R

oom

Are

a V

entil

atio

n S

yste

m

Rev

isio

n 3

Mar

ch 2

007

Co

nfo

rma

nce

9.4.

1

9.5.

1F

ire P

rote

ctio

n P

rog

ram

R

evis

ion

5

M

arch

200

7C

onf

orm

anc

e 9.

5.1

9.5.

2C

omm

unic

atio

ns S

yste

ms

Rev

isio

n 3

Mar

ch 2

007

Co

nfo

rma

nce

9.5.

2

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

30

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

1

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 10

Ste

am a

nd

Po

wer

Co

nve

rsio

n S

yste

ms

SR

P S

ect

ion

SR

P T

itle

Re

visi

on/D

ate

CO

LA F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Ch

apte

r/S

ectio

n

10.2

.3

Tur

bin

e R

oto

r In

tegr

ity

Rev

isio

n 2

Ma

rch

200

7C

onfo

rman

ce10

.2.3

.510

.2.5

10.3

Mai

n S

team

Sup

ply

Sys

tem

R

evis

ion

4

M

arc

h 2

007

Con

form

ance

10.3

.2.2

10.3

.6S

team

and

Fee

dwat

er S

yste

m M

ate

rial

s R

evis

ion

3

M

arc

h 2

007

Con

form

ance

10.3

.6.3

10.4

.5C

ircu

latin

g W

ate

r S

yste

m

Rev

isio

n 3

Ma

rch

200

7C

onfo

rman

ce10

.4.5

.210

.4.5

.310

.4.5

.6

10.4

.7

Co

nde

nsat

e an

d F

eedw

ater

Sys

tem

R

evis

ion

4

M

arc

h 2

007

Con

form

ance

with

exc

eptio

ns

(Crit

erio

n 8

ap

plie

s o

nly

to b

oilin

g w

ater

re

acto

rs [B

WR

s].)

10.3

.6.3

10.4

.8S

team

Gen

erat

or B

low

dow

n S

yste

m

Rev

isio

n 3

Ma

rch

200

7C

onfo

rman

ce10

.4.8

.110

.4.8

.210

.4.8

.5

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

31

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

2

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 11

Rad

ioac

tive

Was

te M

anag

emen

t

SR

P S

ectio

nS

RP

Titl

eR

evi

sion

/Da

teC

OLA

FS

AR

Sta

tus

App

ears

in F

SA

R

Ch

apte

r/S

ectio

n

11.1

So

urce

Ter

ms

Rev

isio

n 3

M

arc

h 2

007

Co

nfor

man

ce

11.1

11.2

Liqu

id W

aste

Ma

nage

me

nt S

yste

m

Rev

isio

n 3

M

arc

h 2

007

Co

nfor

man

ce w

ith e

xcep

tions

(Crit

eria

5 a

nd 6

A a

re n

ot a

pplic

able

. Thi

s is

n

ot a

de

sign

feat

ure

of th

e U

S-A

PW

R.

Cri

teri

on 6

app

lies

to a

n ea

rly s

ite p

erm

it [E

SP

] app

licat

ion.

)

11.2

11.3

Gas

eous

Was

te M

anag

eme

nt S

yste

m

Rev

isio

n 3

M

arc

h 2

007

Co

nfor

man

ce w

ith e

xcep

tions

(Crit

erio

n 8

appl

ies

to a

n E

SP

ap

plic

atio

n.)

11.3

11.4

So

lid W

aste

Man

agem

ent S

yste

m

Rev

isio

n 3

M

arc

h 2

007

Co

nfor

man

ce

11.4

11.5

Pro

cess

and

Effl

uent

Rad

iolo

gic

al

Mo

nito

ring

Inst

rum

enta

tion

and

Sam

plin

g S

yste

ms

Rev

isio

n 4

M

arc

h 2

007

Co

nfor

man

ce

11.5

Bra

nch

Tech

nica

l P

ositi

on 1

1-3

Des

ign

Gui

dan

ce fo

r S

olid

Ra

dioa

ctiv

e

Wa

ste

Man

agem

ent S

yste

ms

Inst

alle

d in

Li

ght-

Wat

er-C

oole

d N

ucl

ear

Pow

er

Rea

ctor

Pla

nts

Rev

isio

n 3

M

arc

h 2

007

Co

nfor

man

ce

11.4

Bra

nch

Tech

nica

l P

ositi

on 1

1-6

Po

stu

late

d R

adio

act

ive

Re

leas

es

Du

e to

Li

quid

-Co

nta

inin

g Ta

nk F

ailu

res

Rev

isio

n 3

M

arc

h 2

007

Co

nfor

man

ce

11.2

.3

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

32

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

3

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 12

Rad

iati

on

Pro

tect

ion

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OLA

FS

AR

Sta

tus

App

ear

s in

FS

AR

C

hapt

er/S

ectio

n

12.1

Ass

urin

g th

at O

ccu

patio

nal R

adia

tion

Exp

osu

res

Are

As

Low

as

is R

easo

nab

ly

Ach

ieva

ble

Rev

isio

n 3

Mar

ch 2

007

Con

form

anc

e 12

.1

12.3

-12

.4

Rad

iatio

n P

rote

ctio

n D

esig

n F

eatu

res

Rev

isio

n 3

Mar

ch 2

007

Con

form

anc

e 12

.3

12.4

12.5

O

pera

tiona

l Rad

iatio

n P

rote

ctio

n P

rog

ram

R

evis

ion

3

M

arch

200

7C

onfo

rma

nce

12.5

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

33

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

4 (S

hee

t 1

of

2)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 13

Co

nd

uct

of

Op

erat

ion

s

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

13.1

.1

Ma

nage

men

t and

Tec

hnic

al S

upp

ort

Org

ani

zatio

n

Rev

isio

n 5

M

arc

h 2

007

Con

form

ance

with

exc

ept

ion

s

(Crit

erio

n 1

.C: T

he e

xper

ien

ce r

equ

irem

ents

of

cor

por

ate

staf

f are

set

by

corp

ora

te p

olic

y an

d n

ot p

rovi

ded

in d

eta

il. H

owev

er,

the

expe

rienc

e le

vel o

f the

cor

pora

te s

taff

in th

e ar

ea o

f nuc

lear

pla

nt d

eve

lopm

ent

, co

nstr

uctio

n, a

nd m

ana

gem

ent e

stab

lishe

s th

at C

PN

PP

Uni

ts 3

and

4 h

as th

e n

eces

sary

ca

pab

ility

and

sta

ff to

ens

ure

tha

t de

sign

an

d co

nstr

uctio

n of

the

faci

lity

are

per

form

ed

in

an a

ccep

tab

le m

ann

er.)

13.

1.1

13.1

.2-1

3.1

.3

Ope

ratin

g O

rgan

iza

tion

Rev

isio

n 6

M

arc

h 2

007

Con

form

ance

with

exc

ept

ion

s

(Crit

eria

1.A

and

1.B

: CP

NP

P c

onfo

rms

to

the

appl

icab

le Q

AP

D a

nd N

QA

-1 1

994

Edi

tion

.)

13.

1.2

13.2

.1R

eact

or O

per

ator

Req

ual

ifica

tion

Pro

gram

; R

eact

or O

pera

tor

Tra

inin

g R

evis

ion

3

Ma

rch

200

7C

onfo

rman

ce w

ith e

xce

ptio

ns

(Thi

s F

SA

R c

onf

orm

s to

NE

I 06-

13

whi

ch is

ap

pro

ved

ind

ustr

y te

mpl

ate

by N

RC

.).

13.

2

13.2

.2N

on-L

icen

sed

Pla

nt S

taff

Tra

inin

g

Rev

isio

n 3

M

arc

h 2

007

Con

form

ance

with

exc

ept

ion

s

(Thi

s F

SA

R c

onf

orm

s to

NE

I 06-

13

whi

ch is

ap

pro

ved

ind

ustr

y te

mpl

ate

by N

RC

.).

13.

2

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

34

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

4 (S

hee

t 2

of

2)

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 13

Co

nd

uct

of

Op

erat

ion

s

SR

P S

ectio

nS

RP

Titl

eR

evis

ion

/Da

teC

OLA

FS

AR

Sta

tus

Ap

pea

rs in

FS

AR

C

hapt

er/S

ect

ion

13.3

E

me

rgen

cy P

lann

ing

R

evi

sion

3

Mar

ch 2

007

Con

form

ance

with

exc

ept

ions

(Crit

eria

15,

16,

19,

20

and

21 a

pply

to E

SP

ap

plic

atio

ns

and

are

not a

pplic

able

to th

e C

PN

PP

Uni

ts 3

and

4 C

OLA

FS

AR

. Crit

erio

n 22

app

lies

to d

esi

gn c

ertif

icat

ion

app

licat

ions

an

d is

not

app

licab

le to

the

CP

NP

P U

nits

3

and

4 C

OLA

FS

AR

.)

13.3

13.4

Ope

ratio

nal P

rogr

ams

Re

visi

on 3

M

arch

20

07C

onfo

rman

ce13

.4

13.5

.1.1

Ad

min

istr

ativ

e P

roce

dure

s –

Gen

era

l In

itia

l Iss

uan

ce

M

arch

20

07C

onfo

rman

ce13

.5

13.5

.2.1

Ope

ratin

g an

d E

mer

gen

cy O

pera

ting

Pro

cedu

res

Re

visi

on 2

M

arch

20

07C

onfo

rman

ce

13.5

13.6

.1

Ph

ysic

al S

ecur

ity –

Com

bin

ed L

ice

nse

Initi

al I

ssu

ance

Mar

ch 2

007

Con

form

ance

13.6

Rev

isio

n 3

1.9-

35

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

5

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 14

Ver

ific

atio

n P

rog

ram

s

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OL

A F

SA

R S

tatu

s A

ppe

ars

in F

SA

R

Cha

pter

/Sec

tion

14.2

Initi

al P

lan

t Tes

t Pro

gra

m –

De

sign

C

ertif

icat

ion

and

New

Lic

ense

Ap

plic

ant

s R

evis

ion

3

Ma

rch

200

7C

onfo

rman

ce

14.

2

14.3

Insp

ectio

ns, T

est

s, A

nal

yses

, and

A

cce

pta

nce

Crit

eria

Initi

al Is

suan

ce

M

arc

h 2

007

Con

form

ance

14.

3C

OLA

Par

t 10

14.3

.7P

lant

Sys

tem

s –

Insp

ectio

ns, T

est

s,

An

alys

es, a

nd A

ccep

tanc

e C

rite

ria

Initi

al Is

suan

ce

M

arc

h 2

007

Con

form

ance

14.

3.4

.7C

OLA

Par

t 10

14.3

.10

Em

erg

ency

Pla

nnin

g –

Insp

ect

ions

, Tes

ts,

An

alys

es, a

nd A

ccep

tanc

e C

rite

ria

Initi

al Is

suan

ce

M

arc

h 2

007

Con

form

ance

1

4.3.

4.1

0C

OLA

Par

t 10

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

36

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

6

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

C

hap

ter

15Tr

ansi

ent

and

Acc

iden

t A

nal

ysis

SR

P S

ectio

nS

RP

Titl

eR

evis

ion/

Dat

eC

OLA

FS

AR

Sta

tus

App

ears

in F

SA

R

Ch

apte

r/S

ectio

n

15.0

.3D

esi

gn B

asis

Acc

iden

ts R

adio

logi

cal

Co

nseq

uen

ce A

naly

ses

for

Adv

ance

d L

ight

Wa

ter

Re

acto

rs

Initi

al Is

suan

ce

Ma

rch

200

7C

onf

orm

anc

e 15

.0.3

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

37

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

7

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 16

Tec

hn

ical

Sp

ecif

icat

ion

s

SR

P

Sec

tion

SR

P T

itle

Rev

isio

n/D

ate

CO

LA

FS

AR

Sta

tus

App

ears

in F

SA

R

Ch

apte

r/S

ectio

n

16.0

Te

chn

ical

Spe

cific

atio

ns

Re

visi

on 2

Mar

ch 2

007

Con

form

ance

(Not

e: T

he C

PN

PP

Uni

ts 3

and

4 T

echn

ica

l S

pec

ifica

tion

s ar

e b

ase

d on

the

gene

ric

US

-AP

WR

Te

chni

cal S

pec

ifica

tion

s, w

hich

w

ere

deve

lope

d co

nsis

tent

with

N

UR

EG

-143

1. T

he

CP

NP

P U

nits

3 a

nd

4

vers

ion

of th

e Te

chni

cal S

peci

ficat

ions

ha

ve

been

re

vise

d to

re

flect

site

-spe

cific

in

form

atio

n.)

Cha

pte

r 16

CO

LA

Par

t 4

16.1

Ris

k-In

form

ed D

ecis

ion

Ma

king

: Tec

hnic

al

Spe

cific

atio

ns

Re

visi

on 1

Mar

ch 2

007

Not

app

licab

le

(Thi

s S

RP

is c

ons

ide

red

durin

g pr

epa

ratio

n of

Ris

k-M

ana

ged

Tec

hni

cal S

peci

ficat

ion

and

S

urv

eilla

nce

Fre

que

ncy

Co

ntro

l Pro

gram

.)

N/A

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

38

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

8

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h S

tan

dar

d R

evie

w P

lan

Ch

apte

r 17

Qu

alit

y A

ssu

ran

ce a

nd

Rel

iab

ility

Ass

ura

nce

SR

P

Sec

tion

SR

P T

itle

Rev

isio

n/D

ate

CO

LA F

SA

R S

tatu

s A

ppea

rs in

FS

AR

C

hapt

er/ S

ect

ion

17.1

Qua

lity

Ass

uran

ce D

urin

g th

e D

esig

n an

d C

onst

ruct

ion

Ph

ases

R

evi

sion

2

July

19

81C

onfo

rman

ce1

7.1

17.

5

17.2

Qua

lity

Ass

uran

ce D

urin

g th

e O

per

atio

ns

Pha

se

Re

visi

on 2

July

19

81

Con

form

ance

17.

2

17.3

Qua

lity

Ass

uran

ce P

rog

ram

De

scrip

tion

Re

visi

on 0

A

ugus

t 19

90C

onfo

rman

ce1

7.3

17.4

Rel

iab

ility

Ass

ura

nce

Pro

gram

(R

AP

)In

itia

l Iss

uan

ce

Mar

ch 2

007

Con

form

ance

17.

4

17.5

Qua

lity

Ass

uran

ce P

rog

ram

De

scrip

tion

– D

esig

n C

ertif

icat

ion

, Ear

ly S

ite P

erm

it an

d N

ew L

icen

se A

pplic

ants

Initi

al I

ssu

ance

M

arch

20

07C

onfo

rman

ce1

7.5

17.6

Mai

nte

nanc

e R

ule

R

evi

sion

1

Aug

ust 2

007

Con

form

ance

17.

6

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

39

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-21

9

Lo

cati

on

of

Des

crip

tio

ns

for

Ad

dit

ion

al T

MI-

Rel

ated

Req

uir

emen

ts in

th

e F

SA

R

50.3

4(f

) Ite

mA

ctio

n P

lan

Ite

mR

equ

irem

ent

Loca

tion

in F

SA

R

(2)(

i)I.A

.4.2

Pro

vide

a s

imu

lato

r ca

pab

ility

tha

t cor

rect

ly m

ode

ls th

e co

ntro

l roo

m a

nd in

clud

es

the

capa

bili

ty to

sim

ula

te s

ma

ll br

eak

loss

-of-

coo

lant

acc

ide

nts

(LO

CA

s).

(App

licab

le to

con

stru

ctio

n p

erm

it ap

plic

ant

s on

ly)

13.2

.1

(2)(

ii)I.C

.9E

sta

blis

h a

pro

gram

, to

beg

in d

urin

g co

nstr

uctio

n an

d fo

llow

into

op

erat

ion

, fo

r in

teg

ratin

g an

d ex

pand

ing

cur

ren

t effo

rts

to im

prov

e pl

ant p

roce

dure

s.

The

sco

pe

of th

e p

rogr

am s

hall

incl

ude

emer

gen

cy p

roce

dure

s, r

elia

bilit

y an

aly

ses,

hum

an

fact

ors

en

gin

eerin

g, c

risis

man

agem

ent,

oper

ator

tra

inin

g, a

nd c

oord

inat

ion

with

[th

e In

stitu

te o

f Nu

clea

r P

owe

r O

pera

tions

(IN

PO

)] a

nd o

the

r in

dust

ry e

ffort

s.

(App

licab

le to

con

stru

ctio

n p

erm

it ap

plic

ant

s on

ly)

13.5

.2

(2)(

xxv)

III.A

.1.2

Pro

vide

an

ons

ite T

ech

nica

l Sup

port

Ce

nter

, an

onsi

te O

pera

tiona

l Sup

port

Cen

ter,

and,

for

cons

tru

ctio

n pe

rmit

appl

icat

ion

s on

ly, a

ne

ar-s

ite E

mer

genc

y O

pera

tions

F

aci

lity.

7.5

.1.6

.29.

5.2

13.3

(3)(

i)I.C

.5P

rovi

de a

dmin

istr

ativ

e pr

oce

dure

s fo

r e

valu

atin

g op

era

ting,

des

ign,

an

d co

nstr

uctio

n e

xper

ien

ce a

nd fo

r e

nsur

ing

tha

t ap

plic

abl

e im

port

ant i

ndu

stry

ex

perie

nce

s w

ill b

e pr

ovid

ed in

a ti

me

ly m

ann

er to

thos

e de

sign

ing

and

co

nstr

uctin

g th

e pl

ant.

13.2

13.5

.1A

ppe

ndi

x 13

AA

(3)(

vii)

II.J.

3.1

Pro

vide

a d

escr

iptio

n o

f th

e m

ana

gem

ent p

lan

for

desi

gn

and

con

stru

ctio

n

activ

ities

, to

incl

ude

: (A

) th

e o

rgan

iza

tiona

l and

man

agem

ent s

truc

ture

sin

gul

arly

re

spo

nsib

le fo

r di

rect

ion

of d

esig

n a

nd c

onst

ruct

ion

of th

e p

ropo

sed

pla

nt;

(B)

tech

nica

l re

sour

ces

dire

ctor

by

the

ap

plic

an

t; (C

) d

eta

ils o

f the

inte

ract

ion

of d

esig

n an

d co

nstr

uct

ion

with

in th

e ap

plic

ant

’s o

rgan

izat

ion

and

the

ma

nne

r by

whi

ch th

e

appl

ica

nt w

ill e

nsur

e c

lose

inte

grat

ion

of th

e ar

chite

ct e

ngin

eer

and

the

nucl

ear

st

eam

su

pply

ven

dor;

(D

) pr

opos

ed p

roce

dure

s fo

r h

and

ling

the

tran

sitio

n to

op

erat

ion;

(E

) th

e de

gree

of

top

-leve

l man

agem

ent o

vers

ight

and

tech

nica

l con

trol

to

be

exer

cise

d b

y th

e ap

plic

ant

du

ring

desi

gn a

nd

cons

tru

ctio

n, in

clud

ing

the

prep

arat

ion

an

d im

ple

me

nta

tion

of p

roce

dure

s n

eces

sary

to g

uid

e th

e ef

fort

.

1.4

13.1

13.5

17.5

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

40

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-22

0

Eva

luat

ion

s o

f N

RC

Gen

eric

Co

mm

un

icat

ion

s Is

sued

Sin

ce M

arch

200

7 R

evis

ion

of

NU

RE

G-0

800

Doc

umen

tE

xce

rpts

fro

m D

ocu

men

tC

PN

PP

Un

its 3

and

4

Com

men

tC

PN

PP

Un

its 3

and

4

FS

AR

Re

fere

nces

NR

C B

ulle

tin

200

7-01

: Se

curit

y O

ffice

r A

ttent

ive

ness

Dec

embe

r 12

, 200

7

Req

ues

ted

Act

ion:

1. H

ow

do

you

ide

ntify

, rep

ort,

and

docu

me

nt h

um

an

perf

orm

ance

is

sues

invo

lvin

g in

atte

ntiv

ene

ss, e

spec

ially

com

plic

ity a

mon

g lic

ense

e se

curit

y pe

rson

nel

incl

udin

g se

curit

y co

ntra

ctor

s an

d

subc

ontr

acto

rs.

2. H

ow

do

you

ensu

re th

at a

ll e

mp

loye

es

and

con

trac

tors

re

port

se

curit

y co

ncer

ns a

nd a

ny

perc

eiv

ed s

ecur

ity c

ondi

tions

that

red

uce

the

safe

ty o

r se

curit

y o

f a li

cens

ee fa

cilit

y? H

ow

do

you

ensu

re th

at

staf

f is

aw

are

that

the

re is

no

reta

liatio

n fo

r se

lf-re

port

ing

of

ina

ttent

ive

ness

or

com

plic

ity o

r fo

r re

port

ing

oth

ers?

3. H

ow

do

you

ensu

re th

at m

ana

gers

and

sup

ervi

sors

pro

vide

ov

ersi

ght

of B

OP

adh

eren

ce to

ens

ure

ther

e is

no

com

plic

ity to

ci

rcum

vent

the

pro

gram

or

failu

re to

rep

ort w

rong

doi

ng

or

care

less

di

sreg

ard

of th

e r

egul

atio

ns?

4. W

hat a

re th

e re

sults

of a

ny s

elf-

asse

ssm

ents

per

form

ed w

ithin

th

e la

st 2

yea

rs a

sso

ciat

ed w

ith th

e ite

ms

abov

e? S

peci

fica

lly, w

hat

do

you

do

to a

sses

s th

e ef

fect

ive

ness

of y

our

em

plo

yee

acc

ess

au

tho

rizat

ion

prog

ram

?

5. H

ow

do

you

asse

ss th

e ef

fect

ive

ness

of y

our

ove

rsig

ht o

f co

ntra

ctor

s a

nd s

ubco

ntr

act

ors?

Thi

s B

ulle

tin is

add

ress

ed

to o

pera

ting

lice

nse

hol

der

s a

nd a

s su

ch is

not

im

me

diat

ely

appl

ica

ble

to

the

pro

pose

d C

PN

PP

Uni

ts

3 a

nd 4

. CP

NP

P U

nits

3

and

4, h

owe

ver,

does

a

ddre

ss th

e is

sue

of

secu

rity

offic

er

atte

ntiv

ene

ss in

the

Se

curit

y P

lan

and

rela

ted

secu

rity

trai

ning

pla

ns.

Not

app

licab

le fo

r FS

AR

, bu

t re

late

d m

ater

ial i

s fo

und

in th

e S

ecur

ity

Pla

n a

nd re

late

d se

curit

y tr

aini

ng p

lans

.

NR

C B

ulle

tin

200

5-01

: Ma

teria

l C

ontr

ol a

nd

Acc

oun

ting

at

Rea

ctor

s an

d W

et

Sp

ent F

uel S

tora

ge

Fac

ilitie

s

“Exe

mp

t fro

m P

ubl

ic D

iscl

osu

re in

acc

orda

nce

with

10

CF

R 2

.390

.T

his

bulle

tin is

add

ress

ed

in

the

Spe

cia

l Nu

clea

r Ma

teria

l (S

NM

) M

ater

ial C

ontr

ol a

nd

Acc

ount

ing

(MC

&A

) P

rogr

am d

escr

iptio

n.

Tabl

e 1

3.4

-201

Su

bsec

tion

13

.5.2

.2

addr

ess

es

plan

t pr

oced

ure

im

plem

enta

tion

of th

e S

NM

MC

&A

Pro

gram

.

CP

CO

L 1.

9(1)

Rev

isio

n 3

1.9-

41

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

9-22

1

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt

Un

its

3 &

4 C

on

form

ance

wit

h D

ivis

ion

5 R

egu

lato

ry G

uid

es

RG

Num

ber

RG

Titl

eR

evis

ion/

Dat

eC

OLA

FS

AR

Sta

tus

Cor

resp

ondi

ng

Cha

pter

/S

ectio

n

5.7

Ent

ry/E

xit C

ontr

ol fo

r P

rote

cte

d A

reas

, V

ital A

reas

, and

Mat

eria

l Acc

ess

Are

as

Rev

isio

n 1

May

19

80C

onf

orm

ance

13.

6.2

5.12

Gen

eral

Use

of L

ocks

in th

e P

rote

ctio

n an

d C

ont

rol o

f Fac

ilitie

s a

nd S

peci

al

Nuc

lear

Mat

eria

l

Rev

isio

n 0

No

vem

ber

197

3C

onf

orm

ance

13.

6.2

5.44

Per

imet

er In

trus

ion

Ala

rm S

yste

ms

Re

visi

on 3

Oct

obe

r 19

97

Co

nfor

man

ce1

3.6.

2

5.65

Vita

l Are

a A

cces

s C

ontr

ols,

Pro

tect

ion

of P

hysi

cal S

ecur

ity E

qui

pmen

t, an

d

Key

and

Lo

ck C

ontr

ols

Rev

isio

n 0

Se

pte

mbe

r 19

86C

onf

orm

ance

13.

6.2

5.66

Acc

ess

Aut

horiz

atio

n P

rogr

am

for

Nuc

lear

Po

wer

Pla

nts

(Re

v. 0

, Ju

ne

199

1)

Rev

isio

n 0

June

199

1C

onf

orm

ance

13.

6.2

5.68

Pro

tect

ion

Aga

inst

Mal

evo

len

t Use

of

Ve

hicl

es

at N

ucle

ar P

ow

er P

lant

sR

evis

ion

0A

ugu

st 1

994

Co

nfor

man

ce1

3.6.

2

5.69

Gu

idan

ce fo

r th

e ap

plic

atio

n o

f the

ra

dio

log

ical

sab

ota

ge

desi

gn-

basi

s th

reat

in th

e d

esig

n, d

evel

opm

ent,

and

impl

emen

tatio

n of

a p

hysi

cal s

ecur

ity

prog

ram

that

me

ets

10 C

FR

73.

55

requ

irem

ents

.

Rev

isio

n 0

Au

gust

200

8C

onf

orm

ance

13.

6.2


Part 2, FSAR

Revision 31.10-1

Add the following new section after DCD Section 1.9.

1.10 HAZARDS POSED BY CONSTRUCTION TO OPERATING UNITS

Consistent with10 CFR 52.79(a)(31), the purpose of this section is to address managerial and administrative controls that will be in place to ensure that the new construction effort (CPNPP Units 3 and 4 together) does not adversely affect existing CPNPP Units 1 and 2. In addition, an assessment of potential impacts of construction of CPNPP Unit 4 on CPNPP Unit 3 when Unit 3 begins operation was also performed.

The overall Comanche Peak site that encompasses all four units is a peninsula that extends into Squaw Creek Reservoir. The locations of the existing CPNPP Units 1 and 2 and the new CPNPP Units 3 and 4 can be seen on the Site Plan, Figure 1.2-1R. The site plan shows that a sufficient distance of approximately 1000 ft. is allowed between the centerlines of the two new units to ensure that they can be constructed safely and without posing a hazard to each other. Also, tower cranes will be located and their movements controlled during construction so that the loads being transported are not hazardous to personnel working in either portion of the construction site, nor will they pose a hazard to the safety-related systems and components being erected and installed. Furthermore, the fenced perimeter of the existing CPNPP Units 1 and 2 plant site is separated from the fenced perimeter of the CPNPP Units 3 and 4 construction sites. The centers of the two sites are separated by approximately 2500 ft. The physical separation and distance between the two areas provide a significant buffer between the new and existing plant sites and a significant level of assurance that the new construction will be relatively isolated from the existing operation.

As the constructor of the new units and operator of the existing units, Luminant has the overall responsibility for coordination between construction activities of the project and site operational activities. Construction activities and significant operations events are included in a project schedule that is reviewed and approved by operations and construction personnel. Managerial and administrative controls are established to address interface issues, such as communication protocol, safety-security interface and periodic reviews of the project schedule or operational issues.

Managerial and administrative controls are considered to provide assurance that the CPNPP Units 1 and 2 systems and components are protected from construction hazards, and that any associated limiting condition for operations (LCOs) specified in the applicable CPNPP Units 1 and 2 Technical Specifications are not exceeded as a result of construction activities. These controls will also provide assurance that CPNPP Unit 3 systems and components are protected from Unit 4 construction hazards and that Unit 3 LCOs are not exceeded as a result of Unit 4 construction activities. The majority of the systems and components that are safety-related are contained and protected within safety-related structures. The managerial and administrative controls established will protect these internal systems and components from postulated construction

CP SUP 1.10(1)


Part 2, FSAR

Revision 31.10-2

hazards by maintaining the integrity and design basis of the safety-related structures and foundations. These controls also prevent or mitigate challenges to systems and components that are not enclosed in safety-related structures, such as disruption of transmission lines or other existing site features that could be exposed to construction hazards more directly. On-site construction activities with potential safety significance to the operating units are also addressed, in accordance with established safety evaluation procedures in force for CPNPP Units 1 and 2 and Unit 3 when it begins operation.

Since a fundamental objective of the CPNPP Units 3 and 4 construction effort is to avoid disrupting the operation of CPNPP Units 1 and 2 in any way, the administrative and managerial controls are applied to the protection of all CPNPP Units 1 and 2 features. These controls are also applied to assure that continuing construction activities on CPNPP Unit 4 do not adversely affect CPNPP Unit 3 after it begins operation. Therefore, this hazards evaluation is general in that it does not single out application of the protections to the safety-related systems and components, to the exclusion of systems and components that are nonsafety-related or simply important to continued plant operation. Some of the systems considered during the evaluation included the onsite and offsite power systems, fire protection system (FPS), service water (SW) system, control room emergency heating, ventilation, and air conditioning (HVAC) systems, and seismic monitoring system. Some of the safety-related structures and foundations evaluated include, for example, the containment structure, safeguards building, fuel building, and auxiliary building (A/B), and related systems in those buildings such as the reactor coolant system (RCS), chemical and volume control system (CVCS), containment spray (CS) system, and component cooling water system (CCWS). “Yard” structures and related components include the refueling water storage tank, reactor makeup water storage tanks, condensate storage tanks, and their related piping and components, while existing UHS structures include the intake structure, safe shutdown impoundment dam, and related tunnels and underground piping.

Table 1.10-201 contains a summary of the analysis that was performed to evaluate hazards posed by construction of CPNPP Units 3 and 4 to existing CPNPP Units 1 and 2 as well as the hazards posed on Unit 3 by the continuing construction of Unit 4 after Unit 3 begins operation. The table presents the hazards and impacts that were considered and the controls that either prevent or mitigate the potential consequences.

In the table, the left-hand column is a description of the postulated CPNPP Units 3 and/or 4 construction activities. The middle column describes the types of hazardous consequences posed by the CPNPP Units 3 and/or 4 construction activities to the operating CPNPP Units (i.e., Units 1, 2 and 3) systems and components, and by association to any related Technical Specification LCOs. The right-hand column describes managerial and administrative controls that would either prevent the consequences from occurring or mitigate the consequences if they occur.


Part 2, FSAR

Revision 31.10-3

Each of the construction activities is given an alphabetic designator beginning with “A.” The consequences and controls are given numeric designators starting with “1” and are coordinated so that the number assigned to the control corresponds to the number assigned to the consequence. If a control addresses more than one consequence, it is so noted. If multiple controls address a single consequence, they are alpha-numeric (e.g., 1a, 1b, 1c, etc.).

The management and administrative controls provided during construction of CPNPP Units 3 and 4, combined with the large distance separating the new construction from Units 1 & 2, provide defense-in-depth. Together, they provide assurance that construction activities at CPNPP Units 3 and 4 will not damage safety-related equipment or disturb safe and continued operation at existing CPNPP Units 1 and 2. The same management and administrative controls provide assurance that construction activities on Unit 4 will not impact Unit 3 when it begins operation.

Rev

isio

n 3

1.10

-4

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

10-2

01 (

Sh

eet

1 o

f 7)

Haz

ard

s P

ose

d o

n O

per

atin

g U

nit

s D

uri

ng

Co

nst

ruct

ion

of

New

Un

its

Un

it 3

& 4

Co

ns

tru

cti

on

A

ctiv

itie

sP

ote

nti

ally

Ha

zard

ou

s C

on

seq

uen

ces

Po

sed

to

Op

era

tin

g U

nit

Sy

stem

s a

nd

Co

mp

on

en

ts

(No

te 1

)

Pre

ven

tive

an

d M

itig

ativ

e M

ana

ger

ial &

Ad

min

istr

ati

ve

Co

ntr

ols

A. S

ite im

prov

emen

t act

iviti

es

such

as

clea

ring

, gra

din

g,

exca

vatio

n, a

nd

inst

alla

tion

of

burie

d pi

pin

g an

d co

ndu

it

1. D

am

age

to o

verh

ead

pow

er

lines

or

tran

smis

sion

tow

ers.

2. D

am

age

to u

nde

rgro

und

fea

ture

s su

ch a

s el

ectr

ical

con

duits

, pro

cess

pip

ing,

wa

ter

sup

ply

pipi

ng o

r tu

nnel

s, d

rain

age

pip

ing,

or

tunn

els.

3. D

isru

ptio

n of

site

acc

ess

an

d eg

ress

.

4. E

ncro

achm

ent

on

oper

atin

g u

nit p

lant

sec

urity

co

ntro

l per

ime

ter.

5. A

dve

rse

effe

cts

on

oper

atin

g un

it to

pog

raph

y,

such

as

des

tabi

lizat

ion

of e

arth

en s

lope

s, s

oil

eros

ion

and

loca

l flo

odin

g.

6. U

nde

rmin

ing

of fo

und

atio

ns o

f tra

nsm

issi

on

tow

ers

or

exis

ting

build

ings

.

7. A

dve

rse

effe

ct o

n gr

ound

wa

ter

qual

ity,

grou

ndw

ater

leve

l, or

on

gro

und

wat

er m

onito

ring

equi

pmen

t.

8. D

isru

ptio

n of

util

ity s

erv

ice

to e

xist

ing

site

op

era

ting

faci

litie

s.

1a. S

afe

horiz

onta

l sta

ndof

f and

ver

tical

cle

ara

nce

dist

ance

s ar

e

esta

blis

hed

for

wor

k to

be

con

duct

ed in

the

vici

nity

of p

owe

r lin

es.

Wh

en la

rge

equ

ipm

ent i

s to

be

tran

spo

rted

ben

eat

h p

ower

lin

es,

hori

zont

al a

nd v

ertic

al d

ista

nces

are

ver

ified

to e

nsu

re c

lear

ance

re

quire

men

ts a

re s

atis

fied.

1b. W

arni

ng

and/

or c

autio

n si

gns

and

bar

riers

are

inst

alle

d al

ong

road

s to

ens

ure

truc

ks,

mob

ile c

rane

s, a

nd o

ther

veh

icle

s ar

e aw

are

of p

ow

er li

nes

and

supp

ort

tow

ers

as th

ey

app

roa

ch th

em

.

2 &

6. C

onst

ruct

ion

act

iviti

es a

sso

ciat

ed w

ith g

rad

ing

and

ex

cava

tion

requ

ire lo

catio

n an

d id

entif

icat

ion

of e

xist

ing

equi

pmen

t an

d u

nde

rgro

und

str

uctu

res

that

mus

t be

prot

ecte

d or

re

mov

ed,

prio

r to

sta

rt o

f the

wor

k ac

tivity

.

3. S

igns

are

ere

cted

on

pla

nt r

oads

to id

entif

y co

nstr

uctio

n w

orke

r ac

cess

and

egr

ess

rout

es a

nd

dire

ct c

onst

ruct

ion

deliv

erie

s. T

o th

e m

axim

um e

xte

nt p

ossi

ble

, roa

ds

pro

vidi

ng

acce

ss to

the

cons

truc

tion

site

are

sep

ara

ted

fro

m r

oads

pro

vidi

ng a

cces

s to

the

op

era

ting

units

.

4. A

dm

inis

trat

ive

cont

rols

are

in p

lace

to c

oord

ina

te c

onst

ruct

ion

activ

ities

with

CP

NP

P U

nits

1, 2

and

3 p

hysi

cal p

rote

ctio

n

pers

onn

el a

nd p

roce

dur

es, s

o th

at s

ecur

ity p

erim

eter

re

quire

d fo

r pr

otec

tion

of o

pera

ting

units

is n

ot c

om

prom

ised

.

5. W

ith r

egar

d to

con

stru

ctio

n a

ctiv

itie

s th

at m

ay a

lter

site

dra

ina

ge

char

act

eris

tics,

co

ntro

ls a

re im

plem

ente

d to

ass

ure

tha

t the

site

flo

odin

g de

sign

ba

sis

is m

ain

tain

ed fo

r th

e op

era

ting

units

. Thi

s in

clud

es m

easu

res

to e

nsu

re th

at s

oil e

rosi

on d

oes

not

adv

erse

ly

impa

ct s

ite d

rain

age

.

7. C

ontr

ols

are

impl

em

ente

d to

ma

inta

in g

roun

dwat

er e

leva

tion

with

in li

mits

, to

pro

tect

saf

ety-

rela

ted

stru

ctur

es

and

foun

datio

ns.

Rev

isio

n 3

1.10

-5

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

10-2

01 (

Sh

eet

2 o

f 7)

Haz

ard

s P

ose

d o

n O

per

atin

g U

nit

s D

uri

ng

Co

nst

ruct

ion

of

New

Un

its

Un

it 3

& 4

Co

ns

tru

cti

on

A

ctiv

itie

sP

ote

nti

ally

Ha

zard

ou

s C

on

seq

uen

ces

Po

sed

to

Op

era

tin

g U

nit

Sy

stem

s an

d C

om

po

nen

ts

(No

te 1

)

Pre

ven

tive

an

d M

itig

ativ

e M

ana

ger

ial &

Ad

min

istr

ati

ve

Co

ntr

ols

8. A

dm

inis

trat

ive

cont

rols

are

in p

lace

to c

oord

ina

te c

onst

ruct

ion

and

test

ing

act

iviti

es

with

CP

NP

P U

nits

1, 2

and

3, s

o th

at

activ

ities

affe

ctin

g u

tility

se

rvic

es a

re c

lea

red

thro

ugh

the

ope

ratin

g un

it co

ntr

ol r

oom

s an

d do

not

com

prom

ise

serv

ices

ne

eded

by

the

op

era

ting

units

.

B. D

emo

litio

n o

r re

loca

tion

of

exis

ting

syst

ems

and

com

pon

ents

1. D

am

age

to o

verh

ead

pow

er

lines

or

tran

smis

sion

tow

ers.

2. D

am

age

to u

nde

rgro

und

fea

ture

s su

ch a

s el

ectr

ical

con

duits

, pro

cess

pip

ing,

wa

ter

sup

ply

pipi

ng o

r tu

nnel

s, d

rain

age

pip

ing,

or

tunn

els.

3. A

dve

rse

effe

cts

on

oper

atin

g un

it to

pog

raph

y,

such

as

des

tabi

lizat

ion

of e

arth

en s

lope

s, s

oil

eros

ion

, an

d lo

cal f

loo

ding

.

4. E

ncro

achm

ent

on

oper

atin

g u

nit p

lant

sec

urity

co

ntro

l per

ime

ter.

5. D

isru

ptio

n of

util

ity s

erv

ice

to e

xist

ing

site

op

era

ting

faci

litie

s.

1a. S

afe

horiz

onta

l sta

ndof

f and

ver

tical

cle

ara

nce

dist

ance

s ar

e

esta

blis

hed

for

wor

k to

be

con

duct

ed in

the

vici

nity

of p

owe

r lin

es.

Wh

en la

rge

equ

ipm

ent i

s to

be

tran

spo

rted

ben

eat

h p

ower

lin

es,

hori

zont

al a

nd v

ertic

al d

ista

nces

are

ver

ified

to e

nsu

re c

lear

ance

re

quire

men

ts a

re s

atis

fied.

1b. W

arni

ng

and/

or c

autio

n si

gns

and

bar

riers

are

inst

alle

d al

ong

road

s to

ens

ure

truc

ks,

mob

ile c

rane

s, a

nd o

ther

veh

icle

s ar

e aw

are

of p

ow

er li

nes

and

supp

ort

tow

ers

as th

ey

app

roa

ch th

em

.

2. A

dm

inis

trat

ive

cont

rols

req

uire

tha

t exi

stin

g sy

stem

s a

nd

com

pon

ents

re

late

d to

the

ope

ratin

g un

its a

nd lo

cate

d w

ithin

the

cons

truc

tion

are

a be

ide

ntifi

ed a

nd

prot

ecte

d. If

it is

no

t pra

ctic

al t

o pr

otec

t su

ch e

quip

men

t, it

is te

mpo

raril

y re

mov

ed fr

om s

erv

ice,

re

loca

ted

to a

saf

e pl

ace

, an

d re

sto

red

to s

erv

ice

.

3. W

ith r

egar

d to

con

stru

ctio

n a

ctiv

itie

s th

at m

ay a

lter

site

dra

ina

ge

char

act

eris

tics,

co

ntro

ls a

re im

plem

ente

d to

ass

ure

tha

t the

site

flo

odin

g de

sign

ba

sis

is m

ain

tain

ed fo

r th

e op

era

ting

units

. Thi

s in

clud

es m

easu

res

to e

nsu

re th

at s

oil e

rosi

on d

oes

not

adv

erse

ly

impa

ct s

ite d

rain

age

.

4. A

dm

inis

trat

ive

cont

rols

are

in p

lace

to c

oord

ina

te c

onst

ruct

ion

activ

ities

with

CP

NP

P U

nits

1, 2

and

3 p

hysi

cal p

rote

ctio

n

pers

onn

el a

nd p

roce

dur

es, s

o th

at s

ecur

ity p

erim

eter

re

quire

d fo

r pr

otec

tion

of o

pera

ting

units

is n

ot c

om

prom

ised

.

Rev

isio

n 3

1.10

-6

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

10-2

01 (

Sh

eet

3 o

f 7)

Haz

ard

s P

ose

d o

n O

per

atin

g U

nit

s D

uri

ng

Co

nst

ruct

ion

of

New

Un

its

Un

it 3

& 4

Co

ns

tru

cti

on

A

ctiv

itie

sP

ote

nti

ally

Ha

zard

ou

s C

on

seq

uen

ces

Po

sed

to

Op

era

tin

g U

nit

Sy

stem

s an

d C

om

po

nen

ts

(No

te 1

)

Pre

ven

tive

an

d M

itig

ativ

e M

ana

ger

ial &

Ad

min

istr

ati

ve

Co

ntr

ols

5. A

dm

inis

trat

ive

cont

rols

are

in p

lace

to c

oord

ina

te c

onst

ruct

ion

and

test

ing

act

iviti

es

with

CP

NP

P U

nits

1, 2

and

3, s

o th

at

activ

ities

affe

ctin

g u

tility

se

rvic

es a

re c

lea

red

thro

ugh

the

ope

ratin

g un

it co

ntr

ol r

oom

s an

d do

not

com

prom

ise

serv

ices

ne

eded

by

the

op

era

ting

units

.

C. B

last

ing

of r

ock

to e

stab

lish

grad

e fo

r bu

ildin

g fo

und

atio

ns.

1. D

am

age

to a

bove

gro

und

feat

ures

suc

h as

ta

nks

, bui

ldin

gs, e

xpos

ed o

utd

oor

me

chan

ical

, el

ectr

ical

, and

inst

rum

ent

atio

n eq

uip

men

t.

2. U

nde

rmin

ing

of fo

und

atio

ns o

f tra

nsm

issi

on

tow

ers

or

exis

ting

build

ings

.

3. D

am

age

to u

nde

rgro

und

fea

ture

s su

ch a

s el

ectr

ical

con

duits

, pro

cess

pip

ing,

wa

ter

sup

ply

pipi

ng o

r tu

nnel

s, d

rain

age

pip

ing,

or

tunn

els.

4. A

dve

rse

effe

cts

on

oper

atin

g un

it to

pog

raph

y,

such

as

des

tabi

lizat

ion

of e

arth

en s

lope

s, s

oil

eros

ion

, an

d lo

cal f

loo

ding

.

5. A

dve

rse

effe

ct o

n ai

r qu

alit

y fr

om d

ust.

6. D

isru

ptio

n of

nor

mal

traf

fic fl

ow in

to a

nd

arou

nd

the

site

.

1 &

5. A

dmin

istr

ativ

e p

roce

dure

s a

re e

stab

lishe

d an

d co

nstr

uct

ion

met

hods

an

d co

ntro

ls a

re im

ple

me

nted

to a

void

ge

nera

tion

of

mis

sile

s an

d ex

cess

ive

dust

due

to b

last

ing.

2, 3

, & 4

. Adm

inis

tra

tive

pro

cedu

res

are

est

ablis

hed

and

cons

truc

tion

met

hod

s an

d co

ntro

ls a

re im

ple

men

ted

to a

void

ex

cess

ive

gro

und

vib

ratio

n du

e to

bla

stin

g in

the

vici

nity

of t

he

ope

ratin

g un

its.

6. F

or a

num

ber

of r

easo

ns,

bla

stin

g ac

tiviti

es a

re c

oord

inat

ed b

y m

ana

geria

l co

ntro

l so

tha

t the

y oc

cur

at ti

mes

of l

ow a

ctiv

ity a

nd

tra

ffic

in th

e vi

cini

ty o

f the

bla

st s

ite. A

lso,

ext

rem

e pr

ecau

tions

are

ta

ken

to is

olat

e th

e bl

ast

are

a a

nd tr

affi

c is

re-

rout

ed if

nec

essa

ry,

prev

ent

ing

expo

sure

of p

erso

nne

l to

pot

ent

ial i

nju

ry.

D. V

ertic

al s

ite e

xplo

ratio

n su

ch

as b

orin

g, d

rillin

g, a

nd p

ile

driv

ing.

1. A

dve

rse

effe

ct o

n gr

ound

wa

ter

qual

ity,

grou

ndw

ater

leve

l, or

gro

und

wa

ter

mon

itorin

g eq

uipm

ent.

2. D

am

age

to u

nde

rgro

und

fea

ture

s su

ch a

s el

ectr

ical

con

duits

, pro

cess

pip

ing,

wa

ter

sup

ply

pipi

ng o

r tu

nnel

s, d

rain

age

pip

ing,

or

tunn

els.

1a. C

ontr

ols

are

imp

lem

ente

d to

mai

ntai

n g

roun

dw

ater

ele

vatio

n w

ithin

lim

its, t

o p

rote

ct s

afet

y-re

late

d st

ruct

ure

s an

d fo

unda

tions

.

1b &

2. C

ons

tru

ctio

n ac

tiviti

es a

ssoc

iate

d w

ith b

orin

g, d

rillin

g, a

nd

pile

driv

ing

req

uire

loca

tion

and

iden

tific

atio

n of

exi

stin

g e

quip

men

t an

d u

nde

rgro

und

str

uctu

res

that

mus

t be

prot

ecte

d or

re

mov

ed,

prio

r to

the

wor

k a

ctiv

ity.

Rev

isio

n 3

1.10

-7

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

10-2

01 (

Sh

eet

4 o

f 7)

Haz

ard

s P

ose

d o

n O

per

atin

g U

nit

s D

uri

ng

Co

nst

ruct

ion

of

New

Un

its

Un

it 3

& 4

Co

ns

tru

cti

on

A

ctiv

itie

sP

ote

nti

ally

Ha

zard

ou

s C

on

seq

uen

ces

Po

sed

to

Op

era

tin

g U

nit

Sy

stem

s an

d C

om

po

nen

ts

(No

te 1

)

Pre

ven

tive

an

d M

itig

ativ

e M

ana

ger

ial &

Ad

min

istr

ati

ve

Co

ntr

ols

E. W

ater

-rel

ate

d ch

ange

s to

the

site

su

ch a

s d

redg

ing

and

de

wat

erin

g.

1. A

dve

rse

effe

ct o

n su

rfac

e w

ater

qua

lity

such

as

thro

ugh

incr

eas

ed tu

rbid

ity,

chem

ical

co

ntam

inat

ion,

etc

.

2. A

dve

rse

effe

cts

on

oper

atin

g un

it to

pog

raph

y,

such

as

des

tabi

lizat

ion

of e

arth

en s

lope

s, s

oil

eros

ion

, an

d lo

cal f

loo

ding

.

1. W

ith r

egar

d to

con

stru

ctio

n ac

tiviti

es th

at m

ay

adve

rsel

y im

pact

w

ater

qua

lity

char

acte

ristic

s, c

ontr

ols

will

be

impl

em

ent

ed to

as

sure

that

app

licab

le d

esig

n ba

sis

wat

er c

hem

istr

y re

qui

rem

ents

ar

e m

ain

tain

ed fo

r th

e op

era

ting

units

, wh

ere

the

wat

er s

upp

ly in

qu

est

ion

has

a pl

ant

use

. Qua

ntiti

es, t

ype

s a

nd d

isp

osal

of

haza

rdou

s/to

xic

chem

ical

s ar

e lim

ited

by e

nviro

nm

ent

al,

safe

ty

and

hea

lth c

ontr

ols.

2. W

ith r

egar

d to

con

stru

ctio

n a

ctiv

itie

s th

at m

ay a

lter

site

dra

ina

ge

char

act

eris

tics,

co

ntro

ls a

re im

plem

ente

d to

ass

ure

tha

t the

site

flo

odin

g de

sign

bas

is is

ma

inta

ined

for

the

ope

ratin

g un

its. T

his

will

in

clud

e m

easu

res

to e

nsu

re th

at s

oil e

rosi

on d

oes

not

adv

erse

ly

impa

ct s

ite d

rain

age

cha

ract

eris

tics

that

are

imp

orta

nt fo

r flo

od

cont

rol.

F. V

ertic

al li

fting

, mo

vem

ent,

and

pla

cem

ent o

f mat

eria

l and

eq

uip

men

t by

cra

ne.

1. D

am

age

to o

verh

ead

pow

er

lines

or

tran

smis

sion

tow

ers.

2. D

am

age

to a

bove

gro

und

feat

ures

suc

h as

ta

nks

, bui

ldin

gs, e

xpos

ed o

utd

oor

me

chan

ical

, el

ectr

ical

, and

inst

rum

ent

atio

n eq

uip

men

t.

3. D

am

age

to u

nde

rgro

und

fea

ture

s su

ch a

s el

ectr

ical

con

duits

, pro

cess

pip

ing,

wa

ter

sup

ply

pipi

ng o

r tu

nnel

s, o

r dr

ain

age

pip

ing

or tu

nne

ls.

1a. S

afe

horiz

onta

l sta

ndof

f and

ver

tical

cle

ara

nce

dist

ance

s ar

e

esta

blis

hed

for

wor

k to

be

con

duct

ed in

the

vici

nity

of p

owe

r lin

es.

Wh

en la

rge

equ

ipm

ent i

s to

be

tran

spo

rted

ben

eat

h p

ower

lin

es,

hori

zont

al a

nd v

ertic

al d

ista

nces

are

ver

ified

to e

nsu

re c

lear

ance

re

quire

men

ts a

re s

atis

fied.

1b. W

arni

ng

and/

or c

autio

n si

gns

and

bar

riers

are

inst

alle

d al

ong

road

s to

ens

ure

truc

ks,

mob

ile c

rane

s, a

nd o

ther

veh

icle

s ar

e aw

are

of p

ow

er li

nes

and

supp

ort

tow

ers

as th

ey

app

roa

ch th

em

.

2 &

3. G

ene

ral c

ont

rols

and

lim

itatio

ns a

re e

sta

blis

hed

for

safe

m

ovem

ent o

f hea

vy e

quip

men

t and

mat

eria

ls a

roun

d th

e

cons

truc

tion

site

, by

cran

e or

by

truc

k. C

ons

erva

tive

sta

ndof

f di

stan

ces

and

loa

d co

ntro

ls p

reve

nt d

irect

impa

cts

on e

xist

ing

stru

ctur

es,

or

exce

ssiv

e gr

ound

vib

ratio

n im

pact

s on

exi

stin

g st

ruct

ure

foun

datio

ns,

du

e to

con

stru

ctio

n c

ran

e bo

om fa

ilure

s an

dlo

ad d

rops

.

Rev

isio

n 3

1.10

-8

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

10-2

01 (

Sh

eet

5 o

f 7)

Haz

ard

s P

ose

d o

n O

per

atin

g U

nit

s D

uri

ng

Co

nst

ruct

ion

of

New

Un

its

Un

it 3

& 4

Co

ns

tru

cti

on

A

ctiv

itie

sP

ote

nti

ally

Ha

zard

ou

s C

on

seq

uen

ces

Po

sed

to

Op

era

tin

g U

nit

Sy

stem

s an

d C

om

po

nen

ts

(No

te 1

)

Pre

ven

tive

an

d M

itig

ativ

e M

ana

ger

ial &

Ad

min

istr

ati

ve

Co

ntr

ols

G. M

ovem

ent a

nd

plac

em

ent

of

mat

eria

l by

whe

ele

d c

onv

eyan

ce

such

as

trai

n, tr

uck,

fork

lift,

fron

t en

d lo

ade

r, et

c.

1. D

am

age

to o

verh

ead

pow

er

lines

or

tran

smis

sion

tow

ers.

2. D

am

age

to a

bove

gro

und

feat

ures

suc

h as

ta

nks

, bui

ldin

gs, e

xpos

ed o

utd

oor

me

chan

ical

, el

ectr

ical

, and

inst

rum

ent

atio

n eq

uip

men

t.

3. D

am

age

to u

nde

rgro

und

fea

ture

s su

ch a

s el

ectr

ical

con

duits

, pro

cess

pip

ing,

wa

ter

sup

ply

pipi

ng o

r tu

nnel

s, o

r dr

ain

age

pip

ing

or tu

nne

ls.

4. D

isru

ptio

n of

nor

mal

traf

fic o

r de

velo

pm

ent

of

emer

gen

cy c

ondi

tion

due

to r

ail c

ar d

erai

lme

nt.

5. A

dve

rse

effe

ct o

n ai

r qu

alit

y fr

om d

ust a

nd

equi

pmen

t exh

aust

s.

1a. S

afe

horiz

onta

l sta

ndof

f and

ver

tical

cle

ara

nce

dist

ance

s ar

e

esta

blis

hed

for

wor

k to

be

con

duct

ed in

the

vici

nity

of p

owe

r lin

es.

Wh

en la

rge

equ

ipm

ent i

s to

be

tran

spo

rted

ben

eat

h p

ower

lin

es,

hori

zont

al a

nd v

ertic

al d

ista

nces

are

ver

ified

to e

nsu

re c

lear

ance

re

quire

men

ts a

re s

atis

fied.

1b. W

arni

ng

and/

or c

autio

n si

gns

and

bar

riers

are

inst

alle

d al

ong

road

s to

ens

ure

truc

ks,

mob

ile c

rane

s, a

nd o

ther

veh

icle

s ar

e aw

are

of p

ow

er li

nes

and

supp

ort

tow

ers

as th

ey

app

roa

ch th

em

.

2. C

ons

erva

tive

stan

doff

dist

ance

s an

d lo

ad c

ontr

ols

prev

ent d

irect

im

pact

s o

n ex

istin

g st

ruct

ure

s, o

r ex

cess

ive

grou

nd v

ibra

tion

impa

cts

on

exis

ting

stru

ctu

re fo

und

atio

ns, d

ue

to c

onst

ruct

ion

cr

ane

bo

om fa

ilure

s an

d lo

ad d

rops

.

3. G

ener

al c

ontr

ols

and

limita

tions

are

est

ablis

hed

for

safe

m

ovem

ent o

f hea

vy e

quip

men

t and

mat

eria

ls a

roun

d th

e

cons

truc

tion

site

, by

cran

e or

by

truc

k. T

ran

spor

t of h

eavy

load

eq

uip

men

t ove

r ex

istin

g u

nde

rgro

und

circ

ula

ting

wa

ter

pipi

ng

is

cont

rolle

d an

d p

rohi

bite

d if

load

s po

se a

ris

k of

dam

age

to th

e un

der

grou

nd li

nes

.

4a. S

afe

spee

d li

mits

and

max

imu

m lo

adin

g w

eig

hts

are

esta

blis

hed

for

trai

ns u

sing

the

on-s

ite r

ail s

pur

, to

pre

vent

de

railm

ents

.

4b. A

dmin

istr

ativ

e co

ntro

ls a

re in

pla

ce to

res

pond

to s

ite a

ccid

ents

an

d e

me

rgen

cies

, suc

h as

em

erge

ncy

me

dica

l res

pon

se, f

ire

brig

ade

and

haza

rdou

s m

ate

rials

res

pons

e te

am.

5. V

ehic

ula

r d

ust g

ene

ratio

n is

con

trol

led

by

rout

ing

of tr

affic

, w

ettin

g of

gra

vel r

oads

, an

d pa

vin

g o

f sur

face

s w

hen

pra

ctic

able

. E

xist

ing

air

inta

kes

for

HV

AC

sys

tem

s th

at a

re p

oten

tially

affe

cted

by

dus

t and

exh

aus

ts a

re s

ubje

cted

to p

erio

dic

mo

nito

ring

for

repl

acem

ent o

f filt

ers.

Rev

isio

n 3

1.10

-9

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

10-2

01 (

Sh

eet

6 o

f 7)

Haz

ard

s P

ose

d o

n O

per

atin

g U

nit

s D

uri

ng

Co

nst

ruct

ion

of

New

Un

its

Un

it 3

& 4

Co

ns

tru

cti

on

A

ctiv

itie

sP

ote

nti

ally

Ha

zard

ou

s C

on

seq

uen

ces

Po

sed

to

Op

era

tin

g U

nit

Sy

stem

s an

d C

om

po

nen

ts

(No

te 1

)

Pre

ven

tive

an

d M

itig

ativ

e M

ana

ger

ial &

Ad

min

istr

ati

ve

Co

ntr

ols

H. H

igh

volu

me

of l

ight

veh

icul

ar

traf

fic s

uch

as b

y ca

r or

pic

kup

tru

ck.

1. D

am

age

to o

verh

ead

pow

er

lines

or

tran

smis

sion

tow

ers.

2. A

dve

rse

effe

ct o

n ai

r qu

alit

y fr

om d

ust a

nd

equi

pmen

t exh

aust

s.

3. D

isru

ptio

n of

nor

mal

traf

fic a

nd/o

r de

velo

pmen

t of a

n em

erge

ncy

con

ditio

n d

ue to

ve

hicl

e a

ccid

ents

on

acce

ss r

oads

or

with

in s

ite.

1. W

arn

ing

and

/or

caut

ion

sig

ns a

nd b

arr

iers

are

inst

alle

d a

long

ro

ads

to e

nsur

e tr

ucks

, m

obile

cra

nes,

and

oth

er v

ehic

les

are

awa

re o

f po

wer

line

s an

d su

ppo

rt to

wer

s as

the

y a

ppro

ach

the

m.

2. V

ehic

ula

r d

ust g

ene

ratio

n is

con

trol

led

by

rout

ing

of tr

affic

, w

ettin

g of

gra

vel r

oads

, an

d pa

vin

g o

f sur

face

s w

hen

pra

ctic

able

. E

xist

ing

air

inta

kes

for

HV

AC

sys

tem

s th

at a

re p

oten

tially

affe

cted

by

dus

t and

exh

aus

ts a

re s

ubje

cted

to p

erio

dic

mo

nito

ring

for

repl

acem

ent o

f filt

ers.

3a. A

dmin

istr

ativ

e c

ont

rols

, su

ch a

s em

erge

ncy

me

dica

l re

spon

se,

fire

brig

ade

and

haz

ardo

us m

ater

ials

re

spon

se te

am

, are

in p

lace

to

re

spon

d to

site

acc

ide

nts

and

em

erg

enci

es.

3b. S

igns

are

ere

cte

d o

n pl

ant r

oad

s to

iden

tify

cons

tru

ctio

n w

orke

r ac

cess

and

egr

ess

rout

es a

nd

dire

ct c

onst

ruct

ion

deliv

erie

s. T

o th

e m

axim

um e

xte

nt p

ossi

ble

, roa

ds

pro

vidi

ng

acce

ss to

the

cons

truc

tion

site

are

sep

ara

ted

fro

m r

oads

pro

vidi

ng a

cces

s to

the

op

era

ting

units

.

3c. S

afe

spe

ed li

mits

for

vehi

cles

usi

ng s

ite r

oad

s a

re e

stab

lishe

d an

d p

oste

d.

I. M

anua

l co

nstr

uct

ion

activ

ities

su

ch a

s fa

bric

atio

n a

nd

inst

alla

tion

perf

orm

ed b

y cr

aft

wor

kers

.

1. D

irect

impa

ct o

n op

era

ting

unit

outd

oor

fe

atu

res

due

to w

indb

low

n d

ebris

or

mis

sile

s (i.

e.,

as a

re

sult

of m

ater

ials

no

t bei

ng p

rop

erly

st

ore

d an

d se

cure

d).

2. E

ncro

ach

men

t on

ope

ratin

g un

it se

curit

y co

ntro

l per

ime

ter

(i.e.

, for

ma

nual

wo

rk ta

sks

cond

uct

ed a

t or

nea

r th

e si

te b

ound

ary)

.

1. A

dm

inis

trat

ive

cont

rols

rel

atin

g to

sev

ere

we

athe

r co

nditi

ons

such

as

high

win

ds

and

high

win

d w

arn

ing

s ad

dre

ss th

e m

ove

men

t an

d s

tora

ge

of m

ater

ials

and

equ

ipm

ent u

nde

r th

ese

cond

ition

s.

Pla

nt p

roce

dure

s th

at m

ay c

all f

or s

peci

al r

est

rictio

ns o

f act

ivity

du

ring

sev

ere

wea

ther

co

nditi

ons

are

als

o fo

llow

ed.

2. A

dm

inis

trat

ive

cont

rols

are

in p

lace

to c

oord

ina

te c

onst

ruct

ion

activ

ities

with

CP

NP

P U

nits

1, 2

and

3 p

hysi

cal p

rote

ctio

n

pers

onn

el a

nd p

roce

dur

es, s

o th

at s

ecur

ity p

erim

eter

re

quire

d fo

r pr

otec

tion

of o

pera

ting

units

is n

ot c

om

prom

ised

.

Rev

isio

n 3

1.10

-10

Co

man

che

Pea

k N

ucl

ear

Po

wer

Pla

nt,

Un

its

3 &

4C

OL

Ap

plic

atio

nP

art

2, F

SA

R

Tab

le1.

10-2

01 (

Sh

eet

7 o

f 7)

Haz

ard

s P

ose

d o

n O

per

atin

g U

nit

s D

uri

ng

Co

nst

ruct

ion

of

New

Un

its

Un

it 3

& 4

Co

ns

tru

cti

on

A

ctiv

itie

sP

ote

nti

ally

Ha

zard

ou

s C

on

seq

uen

ces

Po

sed

to

Op

era

tin

g U

nit

Sy

stem

s an

d C

om

po

nen

ts

(No

te 1

)

Pre

ven

tive

an

d M

itig

ativ

e M

ana

ger

ial &

Ad

min

istr

ati

ve

Co

ntr

ols

J. In

door

and

out

door

sto

rag

e of

co

nstr

uctio

n m

ater

ials

and

eq

uip

men

t.

1. D

eve

lop

me

nt o

f em

erge

ncy

cond

itio

n d

ue to

re

lea

se o

f fla

mm

able

gas

or

haz

ardo

us/to

xic

chem

ical

from

out

door

tank

sto

rage

or

from

w

areh

ous

e st

ora

ge.

2. D

am

age

to o

pera

ting

plan

t fe

atu

res

caus

ed b

y w

ind

blow

n m

ate

rials

sto

red

in la

ydow

n ar

eas.

1a. Q

uan

titie

s an

d ty

pes

of fl

am

ma

ble

gase

s a

nd h

aza

rdou

s/to

xic

chem

ica

ls a

re li

mite

d by

env

ironm

enta

l, sa

fety

, and

he

alth

co

ntro

ls, a

s a

re th

e s

afe

tran

spo

rtat

ion

and

stor

age

of t

hes

e m

ater

ials

.

1b. A

dmin

istr

ativ

e c

ont

rols

, su

ch a

s em

erge

ncy

me

dica

l re

spon

se,

fire

brig

ade

, and

haz

ardo

us m

ater

ials

res

pon

se te

am, a

re in

pla

ce

to r

esp

ond

to s

ite a

ccid

ent

s an

d e

me

rgen

cies

.

2. A

dm

inis

trat

ive

cont

rols

rel

atin

g to

sev

ere

we

athe

r co

nditi

ons

such

as

high

win

ds

and

high

win

d w

arn

ing

s ad

dre

ss th

e m

ove

men

t an

d s

tora

ge

of m

ater

ials

and

equ

ipm

ent u

nde

r th

ese

cond

ition

s.

Pla

nt p

roce

dure

s th

at m

ay c

all f

or s

peci

al r

est

rictio

ns o

f act

ivity

du

ring

sev

ere

wea

ther

co

nditi

ons

are

als

o fo

llow

ed.

K. T

yin

g-in

of c

ons

tru

ctio

n si

te to

ut

ility

func

tions

suc

h as

pow

er,

wat

er a

nd c

omm

unic

atio

ns.

1. D

isru

ptio

n of

util

ity s

erv

ice

to s

ite o

pera

ting

faci

litie

s.1.

Ad

min

istr

ativ

e co

ntro

ls a

re in

pla

ce to

coo

rdin

ate

con

stru

ctio

n an

d te

stin

g a

ctiv

itie

s w

ith C

PN

PP

Uni

ts 1

, 2 a

nd 3

, so

that

ac

tiviti

es a

ffect

ing

util

ity s

erv

ices

are

cle

are

d th

roug

h th

e op

era

ting

unit

con

trol

roo

ms

and

do n

ot c

ompr

omis

e se

rvic

es n

eed

ed b

y th

e

ope

ratin

g un

its.

L. T

est

ing

of in

divi

dua

l co

mpo

nen

ts, s

yste

ms,

and

in

teg

rate

d sy

stem

s.

1. D

isru

ptio

n of

util

ity s

erv

ice

to s

ite o

pera

ting

faci

litie

s.1.

Ad

min

istr

ativ

e co

ntro

ls a

re in

pla

ce to

coo

rdin

ate

con

stru

ctio

n an

d te

stin

g a

ctiv

itie

s w

ith C

PN

PP

Uni

ts 1

, 2 a

nd 3

, so

that

ac

tiviti

es a

ffect

ing

util

ity s

erv

ices

are

cle

are

d th

roug

h th

e op

era

ting

unit

con

trol

roo

ms

and

do n

ot c

ompr

omis

e se

rvic

es n

eed

ed b

y th

e

ope

ratin

g un

its.

Not

e 1:

The

sam

e ha

zard

s ar

e po

sed

on

Uni

t 3 w

hen

Un

it 4

is s

till u

nder

co

nstr

uct

ion

afte

r U

nit 3

beg

ins

ope

ratio

n. T

he s

am

e m

anag

eme

nt a

nd

adm

inis

tra

tive

co

ntro

ls w

ill b

e in

pla

ce to

pro

tect

Un

it 3

at t

hat

tim

e.

comanche peak nuclear power plant, units 3 & 4 col ... · comanche peak nuclear power plant,...

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