ML16054A015

FOIA/PA-2015-0294 - Resp 2 - Final, Agency Records Subject to the Request Are Enclosed. Part 7 of 8

ML16054A015
Person / Time
Site:	Palo Verde, Columbia, Diablo Canyon
Issue date:	02/12/2016
From:	NRC/OCIO
To:
References
FOIA/PA-2015-0294
Download: ML16054A015 (324)

Text

R2.1 Near-term Project Plan and Seismic Priorities December 5, 2014 Final Screening Letters for Conditional Plants Seismic Risk Evaluations (32 sites) , Spent Fuel Evaluations (-36 sites), Low Frequency Evaluations (2 sites) , and High Frequency Eval (?sites) , Expedited Approach Interim Action (-32 sites)

Letters {w/ Target Issuance Date)

Fitzpatrick Screen in letter (w/ OGC --- Target Dec 26) [FGV]

Requests for Additional Information Hatch (ML14a 18A007) [FGV] clarification call on Dec Q Licensee Calls or Emails Fitz atrick Screening Decision Call (Dec 2) [MFB]

Watts Bar 2 - walkdown CAP resolution status (Nov 19) [NJD]

Nine Mile. Point CLB Question Response [Licensee]

Update email to NEl/EPRI on current recommendation on WUS submittals (Dec 2) [NJD]

Robinson - status of the subsurface investigations and GMRS submittals (Jan 15)

Licensee Letters Acknowledgement Lotter of ESEP Exclusion for IPEEE sites ~JLD for issuance ML1431 OA033 Target Dec 5) [FGV, NJD]

Industry letter on GMRS changes (t!RR/APLA, DSEA, OGG for concurrence ML143078707 Target Doc 5)

[NJD, FGV]

Industry letter on limited scope evaluations (Target early February 2015) [TSO]

Bellefonte Response on Orders and 50.54(f) relief [Kuntz]

Communications and Briefing Activities Comm. Biweekly Input [NJD -> FGV in Nov/Dec]

Update Communication Plan following screening - ML14083A619 (Dec 15) [FGV]

Regional Biweekly Call on Inspection Activities [NJ D]

December 4 - Public Meeting on WUS Submittals [FGV]

January 22 - Public meeting on NTTF 2.1 Seismic Status [FGV]

Browns Ferry POP on Screening (Dec 15) [FGV]

Public meeting with NEI - Rec. 2.1 seismic status [NJD]

ESEP Prep [NJDJ ESEP Review Teams and Plan, Contract Decisions Oct/Nov 2014 [DTJ, NJD]

ESEP Training and discuss use of contractors Early November 2014 [MXJ , ~JRO/DSEA]

Monitor Interface with Flex Compliance and Rulemaking [NJD]

ESEP Staff Assessment Template -Oct/Nov 2014 [RER/NJD]

ESEP Staff Assessment Template_J LD review - Dec 2014 ESEP Review Approach or Audit Plan, if required - Dec 2014 [FGV)

ESEP SharePoint Review Technical Team Infrastructure - November- December 2014 [MXJ, DSEA]

ESEP review kickoff meeting - January 15, 2015 [MXJ, TBD]

Seismic Reevaluated Review Nine Mile Point seismic Hazard SA concurrence through JLD LA, PM, and OGC (Jan 2015) [FGV]

Establish SharePoint for Staff Assessments (Dec 5) [MXJ]

February through May 30, 2015 - Staff Assessment to JLD [Review Team]

May through August 30, 2015 - Staff Assessment to licensee [JLD PM Team]

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Spent Fuel Pool Submittal Plan [MFB and Review Team]

NEI proposal planned (Feb 2015} [Mauer]

NEI drop - in with the NRC to discuss technical details (February 5) [Mauer, NJD)

NRC review of guidance High Frequency Submittal Plan [FGV and Review Team]

Consider Adding EPRI Document to ADAMS [NJD)

Technical staff should review and provide a summary [Kamal , Nilesh, Po?]

NEI proposal planned (Jan 2015) [Mauer]

Records Management (Documentation)

SUNSI Reviews for Walkdown Reports [?, FGV)

Outreach Letters Diablo Inspection Input [JMS, Review Team]

Site Visits NGA East Meeting Oct 28 and 29 [Seismic Experts]

Interface Issues Other licensee facilities (hazards for sites greater than 2 MWt - NIST, MIT, Missouri Rolla) [LKG]

Late Licensees Cooper - Kappa Error (February 2015 hazard supplement)

Robinson - public meeting to occur mid-January (February 2015 audit)

Oconee, VC Summer - SSHAC Level 2 (April 2015 - NRC decision on letter)

Bellefonte response letter NTTF 2.1 changes (no ESEP planned)

Infrastructure Cancel TAC FTE Budget review, CPA status sheets, and TAC coordination improvement [FGV)

NTTF 12.1 - Updates to the ROP guidelines (incorporate T l-188 from NTTF 2.3 Walkdowns , A-46 insights on anchorage condition etc) - Next Year NUREG on 2.1 and 2.3 lessons learned [NRO/NRR]

NTTF 2.1 Seismic Review Priorities Group 1 plants with differences (Risk Evaluations)

Group 2 plants with differences (Expedited Approach and Flex Interface)

Review plants that conditionally Screen-in (Expedited Approach and Flex Interface)

Development of Expedited Approach Guidance (Summer 201 4)

Review of Re-evaluated Hazards (Summer 2014 - Summer 2015)

Development of Submittals for High-Frequency and Spent Fuel Pool Evaluations (Fall 201 4/ Winter 2015)

Western Re-evaluated Hazards (Spring 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco DGH - Donnie Harrison DSH - David Heeszel LKG - Lauren Gibson DTJ - Diane Jackson MXJ - Mahmoud Jardaneh (MJ)

CGM - Cliff Munson RER - Ricardo Rodriguez FGV - Frankie Vega (on JLD Rotation 9/22/14 - 201501 ?)

SAW - Sheena Whaley

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Completed/Closed Items Deferred :

Calvert Cliffs SPRA decision (Summer/i.::all 2015 SPRA decision)

~A Note to GEDO for review (Nov 10) [Mi.::B)

Completed ActM ties:

October 27 Public Meeting Summary [i.::GV]

Screening letters Clinton, Limerick, Salem , Surry, and Quad Cities Screen out Letter (ML14258A043, October 3, 2014) [Mi.::B]

Fort Calhoun Screen Out (ML14224A526, Sept 22) [Mi.::B]

Brunswick Screen Out (ML14231A964, Sept 17) [Mi.::B)

Cooper Screen In (ML14273A259, (XXX 24) [Mi.::B]

Review of Millstone, ,l\NO, Indian Point 3 Hardship Response ML14246A428 (w/ W. Dean Target Noi.'

24) l:~ffB]

RAls:

Group 1 RAI ML14268A516 [NJD, CGM, DSH)

Beaver Valley. (Issued ML14301A150 10/31/14) [i.::VG]

Bellefonte (Issued ML14301 A1 QQ 11/5/14) [P/G]

~rmi (ML141301A247) [i.::VG] issued Catawba (ML14303A192) [i.::VG, CGM] Technical staff to re*1ise RAI licensee letters Audit Plan of Millstone Calculations (Target Oct 22) [Mi.::B)

Audit Summary of Millstone Calculations (Issued Nov 20) [FGV]

Communications and Briefing Activities September 23 EDO Dry Run [JLO/DSEA Team)

October 7 Commission Meeting [JLD/DSEA Team]

Briefing Book [Mi.::B/DSEA]

Slides [Mi.::B/DSEA]

SECY Input provided for Sept 2014 [NJD]

Indian Point Unit 3 DORL and Regional Briefing on Priority [Mi.::B, NJD] (Target Nov 12)

DORL Comm Ostendorff Brief on Watts Bar 2 (Nov 24@ 2:15) [SAW, NJD]

Outreach Support Limerick Public Stakeholder Response Letter (Target Sept 30) [NJD]

International IAEA DS4QO Charter (due Oct 13) [Bill Orders and ~JJD comments]

Tai*.van Input to Region II (due Oct 2) [NJD and LKG]

Taiwan Bilateral (Oct 14) [~JJD and LKG]

Site Visits Palo Verde Field \11/ork Sept 15 through Sept 18 [DSH]

Robinson Field Work through Oct 30 [NJ D or DSEA]

NGA East Meeting Oct 28 and 29 [Seismic Experts]

Resent licensee Calls or Emails i.::itzpatrick Letter agreement on timeline (Target Oct 2~ [Mi.::B]

DC Cook letter clarifying correction (Target Oct 29) [NJD]

Oyster Creek call following do*1elopment of screening letter [NJO]

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Br01+vns Ferry call (mid Nov) [Joint DSENJLD call to TVA]

Calvert Call on Screening (Deferred until 2015)

Indian Point Screening Decision Call (Target Mov 1a) [MFB, NJD]

Browns Ferry call (mid Nov) [Joint DSENJLD call to TVA]

NEI obtain ESEP template example (Target Nov 1a) [NJD]

DC Cook Letter (target 11 /26) [Licensee]

~

Comments on ESEP Training Agenda (Oct 17)

Development of Slides and Speakers from JLD for Training (Oct 17)

ESEP NRR Alignment Meeting (Nov 5)

SeismiG Ree\'aluated: Re*1iew Public Meeting Notice for October 27 (Oct 17) [NJD]

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\Old Project Plan\R2.1 Seismic Project Plan Rev14 (December 2014).docx

Pie-Becisio11al I, ifOJ II idt1Ui I R2.1 Near-term Seismic Project Plan June 4, 2015 Expected Seismic Evaluation Summary (includes WUS)

Seismic Hazard Reviews (62 sites), Expedited Approach Interim Action (34 sites) . Seismic. Risk Evaluations (32 sites) , Spent Fuel. Evaluations (44 sites), Low Freq. Evaluations (2 sites) , and High Freq . Eval (56 sites)

Licensee Letters Issue Vermont Yankee Response Letter on 50.54(f) (June 1) [FVG]

Update SPRA Alternatives and/or Relief Letter (TBD) [NJD]

Draft Endorsement Letter for HF implementing guidance (July 15, 2015)

Cooper Screening Letter (Summer) [FVG] RAI Response uune 23) [Licensee]

Duke Fleet Letter I Public Meeting - Oconee and Robinson Delays (July) [?]

vities NRC Public Meeting Slides on SPRAs, Appendix H, Limited Evaluations (May 21) [NJD/FVG]

IAEA Seismic Working Group Meeting (June 10-11) [DSEA]

Diablo Canyon, Watts Bar, and Indian Point Briefing Sheet (Check IP End-of-Cycle Dates) [FVG]

Diablo Canyon End-of-Cycle (June 24) [HQ Attendees : Bowen, MKS]

Columbia End-of-Cycle (July 20) [HQ Attendees: ?]

Planned Licensee Calls or Emails ESEP Batch 2 clarifying emails and calls (May 15?) [SW , NRC Team]

IPEEE HF Confirm or HF confirmation path forward for IPEEE sites Brunswick, Hope Creek (Spring 2015) [NJD] .

WUS Seismic Hazards Status [NJD, FGVJ Columbia Public Meeting (Jun 4) [FVG]

Palo Verde Public Meeting (June 9) [FVG]

Issue Diablo Expedited Approach Response Letter (June 17) [FVG]

ESEP Response Letter for. Diablo Canyon (June 30) [DSEA, NJD]

CEUS Seismic Hazard Status -TAC: ME5221 CFVG, TGJ Group 1 (SA issued 7 of 10)

Watts Bar 2 - SA Hazard, ESEP RAI [licensee] , and OL Appendix write-ups to OGC (June 1) [TG, NJD]

Oconee SA or RAI (June 15) [DSEA], Robinson GMRS (July 17) [licensee]

Group 2 (SA issued 7 of 10)

Fermi Response (June. 5) [licensee, FVG], Beaver. Valley Response (June. 30) [licensee}

VC Summer Staff Assessment (June 15) [DSEA]

Group 3 (SA drafted 5 of 11 due, 1 SA with JLD - issue by August 30 [pSEA]

Screen out (SA drafted 6 of 28, 1 SA with JLD) (August 6) [DSEA]

Issue Pilgrim, Dresden, and LaSalle (Group 2) letters (June 12) [SW]

Spreadsheet for Response letters received and added to public ADAMS - 7 of 12 [SW]

Technical Concurrence Emails - O of 12 (June 1) [DSEA Team]

Draft Letters in concurrence 1 of 12 (June 1)

RAI response Watts Bar (late) Summer (?) Fermi (June 2) Catawba (July 2) [licensee]

Issue ? (June 30)

Batch 2 Questions to Licensees - 9 of 12 (June 1) [SW]

High Frequency Reviews -TAC: ME5680 [SW, NJDJ NRG HF Guidanee Seetion 4.6 and 4.7 Comments to NEI (June 3) [SW]

Issue. Meeting Notice. (June 8) [SW}

Technical Staff Meeting (June 9) [DSEA Team , SW]

NRC Slides and Staff Comments to NEI (June 16) [DSEA Team, SW, NJD]

Public Meeting (June 18) [NJD]

Draft Staff Endorsement Letter (July 15)

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P1 c 8cci ~iu11al l11fo1"1aiio11 Issue Staff Endorsement Letter (August 2015)

Spent Fuel Pool Reviews [NJDJ NEI to propose path-forward to move forward on spent fuel pool (May 21 ) [NJD, NEI]

Development of SFP approach continuing (Spring/ Summer 2015)

Prepare for. Staff Endorsement Letter (August - December 2015)

Rulemaking Guidance for Seismic-TAC: MF4722 [MKS, NJD, Richie, NRC Team]

ACRS (June 1O - 10:30)

Commission Meeting (July 9 - 9:00)

Draft Rule and Guidance for Public Comment (July 2015)

Target for ISG. or Appendix H Completion (October 2015) [NEI]

Endorsement of ISG or App H (Dec 2015)

SPRA Alternatives or Relief [Review Team, NJDJ Update Draft NRC Letter on SPRA Relief or Alternatives (June 5) [NJDJ Public Meeting on SPRA Feedback (July 14 or 15) [NRC Team]

Issuance. of SPRA Relief Letter (August 2015) [NJD]

Low Frequency Evaluations (2 Sites)

Farley and Oyster Creek - Check-in with Licensees (June 2015) [TBD)

Research, Test, or Reactors Undergoing Decommissioning Audit of NIST, MIT, Missouri. Rolla (Ongoing - 1 year target) [JMS, TGV, NRRJ VY Closure Letter. on 50.54(f) (May 30) [FVG]

Contentions or Petitions Related to R2.1 Seismic Diablo - defacto license amendment, license renewal, SSHAC [Uttal, Roth, Lindell]

Watts Bar 2 - ESEP reevaluated hazard contention [Roth] - dismissed 2.206 petitions on hydraulic tracking (all plants) and. Columbia seismic hazard on jet nozzle. [DORL]

Infrastructure FTE Budget review, CPA status sheets, and TAC coordination improvement (ongoing) [NJD]

NTIF 12.1 (ROP updates) & NUREG - insights from Tl-188, 2.3 Walkdowns, 2.1 Interim Actions, A-46 Review of delayed walkdown Items and Reports [REA] (Status?)

OMS Clearance Renew [Profitt]

Periodic Calls or Inputs Comm. Biweekly Input I JLD Weekly Highlights [FGV)

Regional Biweekly Call on Inspection Activities [NJD]

Monthly Progress update to EPM [NJD]

NTIF 2.1 Seismic Priorities.

Issue CEUS SAs on re-evaluated. hazards. (May 2015 - Oct 2015)

Rulemaking Guidance (Spring 2015)

Pathforward for High-Frequency Submittals (Spring 2015)

Regulatory Decisions Associated with Alternatives to SPRAs (Spring 2015)

Pathforward for Spent Fuel Pool Submittals (Spring/Summer 2015)

Western Re-evaluated Hazard Review (Spring 2015 - Summer 2016)

Issue Letters on ESEP reviews (Summer 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco DTJ - Diane Jackson BEH - Britt Hill FGV - Frankie Vega BH - Barbara Hayes SW - Steve Wyman DGH - Donnie Harrison CGM - Cliff Munson TG - T ekia Govan DSH - David Heeszel REA - Ricardo Rodriguez JMS -Joe Sebrosky LKG - Lauren Gibson MKS - Mohamed Shams SDG - Stephanie Devlin-Gill S:\ FOIAPA-2015-00294\W ithhold in Entirety\Working Documents\Project Plans\R2.1 Seismic Project Plan (June 2015)

RevO.docx

f!te-eecisiu11ai h1fo,1iialio11 Completed Since 5-18-15 ACRS Meeting on Rulemaking (May 6)

Rulemaking and HF Scope Drop in (May 7)

White Sheet (May 8)

Diablo Canyon April 28 Meeting Summary (May 20) - IR~u ir s OGC, OPA an Draft Public Meeting Slide. (May 7) [NJD]

. * .. .

OGG Alignment (May 20) [NJD , SW]

Columbia Focus Area Questions (May 21) [Dogan , DSEA Team]

Palo Verde Focus Area Questions (May 2) [Alice, DSEA Team]

Diablo Can>'.on RAI on model benchmarking (May 28 CGM]

Western Screening and Interim Evaluation Review Letter DEDO/NRA/ET R-IV Brief (May 5) [NRG Team]

DSEA/JLD concurrence (May 6) [DSEA Team]

Update Seismic Communication Timeline (Ongoing) [FGV, NJDJ Target Issuance & Press Release (May 12) [NJD, Burnell]

Columbia SSHAC Information (May 7) [NJD]

NRR/ Region IV Briefing on Screening Request (May 5) [NJD]

Public Meeting Summaries for March 30 and 31 [SW)

Implement WUS Communication Plan [NRG Team]

Indian Point Hazard SA (May 15 [FVG].

POP on Regulatory Commitments for Modifications (April 30) [NJD]

Completed Since 4-21-15 Diablo Canyon Public Meeting_(_April 28) [NJD]

Issued Group 1 SAs for 6 of 1O Issued Group 2 SAs for 6 of 1O Issue Cooper IPEEE RAls (April 29) [FVG]

Continuous WUS Coordination , Information needs, Public meetings, and screening URdates [NJD)

Fermi request for update letter on hazard April 3Q) [FVG], Cooper RAI Call {April 30) [FVG]

Oconee, VC Summer, Robinson Supplements (Apr 30) [licensee]

Clarification to Staff on ESEP Scope (separate from SPRA or Rulemaking Decisions (May 8) [SW, DTJ]

NEI Updates on HF template sections (Received - April 27 SPRA NRR/ DSEA/JLD Management Meeting (AP.ril 24)

Completed Since 4-9-15 Completed Batch 1 Questions to Licensees (Issued 12 of 12 (April 10) [SW]

Region I Briefing (April 9) [NJD]

NRR ET Brief on SPRA Path-forward (April 13)

Review of Interim Evaluations for Diablo and Columbia (March 25) [NJD , Review Team]

Palo Verde Supplemental letter received{April 10) [licensee]

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\Project Plans\ R2.1 Seismic Project Plan (June 2015)

RevO.docx P'te ~ l3eci sio11al 111io1:: :atio1 ~

6U6 P1 e dccisio::al lnfen . :titil!lll R2.1 Near-term Seismic Project Plan May 4, 2015 Expected Seismic Evaluation Summary (includes WUS)

Seismic Hazard Reviews (62 sites), Expedited Approach Interim Action (34 sites) , Seismic Risk Evaluations (32 sites) , Spent Fuel. Evaluations (44 sites), Low Freq .. Evaluations (2 sites) , and High Freq. Eval (56 sites)

Licensee Letters Western Screening and Interim Evaluation Review Letter DEDO/NRR/ET R-IV Brief (May 5) [NRC Team]

DSEA/JLD concurrence (May 6) [DSEA Team)

Draft SPRA Alternatives and/or Relief Letter (Q2 2015) [NJD]

Cooper Screening Letter (Summer) [FVG]

Communications, Outreach, and Briefing Activities Implement WUS Communication Plan [NRC Team]

Public Meeting Summaries for March 30 and 31 [SW , NJD]

NRC Public Meeting Slides on SPRAs and Appendix H (May 21 ) [NJD/FVG]

IAEA Seismic Working Group Meeting (June 10-11) [DSEA]

Diablo Canyon, Watts Bar, and Indian Point Briefing Sheet (Check IP End-of-Cycle Dates) [FVG)

Diablo Canyon End-of-Cycle (June 24) [current names: Flanders, MKS, Kamal, Yong ,]

Planned Licensee Calls or Emails ESEP Batch 2 clarif ing emails and calls (M.Ey--12) [SW, NRC Team]

IPEEE HF Confirm or HF confirmation path forward for IPEEE sites Brunswick, Hope Creek (Spring 2015) [NJD]

WUS Seismic Hazards [NJD, FGVJ Update Seismic Communication Timeline (Ongoing) [FGV, NJD]

Columbia SSHAC Information (May 7) [NJD)

NRR/ Region IV Briefing on Screening Request (May 5) [NJD)

Target Issuance & Press Release (May 12) [NJD , Burnell)

Columbia Focus Area Questions (May 21) [Dogan, DSEA Team]

Columbia Public Meeting (Jun 4) [FVG]

Palo Verde Public Meeting (June 9) [FVG]

ESEP Response Letter for Diablo Canyon (June 30) [DSEA, NJD)

CEUS Seismic Hazard Status [FVG. TGJ Group 1 (SA issued 6 of 1Odue May 30, 8 SAs with JLD)

Watts Bar 2- OGC requiring Hazard, ESEP, and OL SSER Appendix write-ups (June 1) [TG]

Indian Point (May 15) [FVG], Oconee, Robinson Staff Assessment Input (June 15) [DSEA]

Group 2 (SA issued 7 of 10 due June 30, 6 SA with JLD)

Fermi Response ~une 5) [licensee, FVG]. VC Summer Staff Assessment (June 15) [DSEA)

Beaver Valley Response (TBD) [NJD]

Group 3 (SA drafted 5 oLll) (June 1) [DSEA]

Screen out (SA drafted 6 of 28, 1 SA with JLD) (August 6). [DSEA]

ESEP Review Status [SWJ POP on Regulatory Commitments for Modifications (April 30) [SW]

Batch 1 Responses added to public ADAMS - 2 of 12 (May §) [SW]

Batch 1 Draft Cover letters, Draft Technical Concurrence Email - checklists May 7 [SW , Review Team]

Batch 2 Questions to Licensees - 6 of 12 (May 15) [SW]

Batch 1 Technical Concurrence. Emails - 0 of 12 (May 25) [DSEA]

Batch 1 Cover letter to Licensees - O of 12 (May 30) [SW , NJD]

Public Meeting (May 21)

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000 Pl e-aeCISIUf ISi ii 116111 tatlur I Prepare for Staff Endorsement Letter (August 2015)

Spent Fuel Pool Reviews [NJDJ NEI to propose path-forward to move forward on spent fuel pool (May 21 ) [NJD , NEI]

Development of SFP approach continuing (Spring/Summer 2015)

Prepare for Staff Endorsement Letter (August - December 2015)

Rulemaking Guidance for Seismic [MKS, NJD, Richie, NRC. Team]

ACAS Meeting on Rulemaking (May 6)

Rulemaking and HF Scope Drop-in (May 7)

White Sheet (May 8)

Target for Appendix H (TBD - ?June 1?) [NEI]

Commission Meeting (July 9)

Draft Rule and Guidance for Public Comment (July 9)

SPRA Alternatives or Relief [Review Team, NJDJ Draft Public Meeting Slide (May 7) [NJD]

NRC Slides on SPRA Relief or Alternatices (May 15) [NJD]

NRG Letter on SPRA Relief or Alternatices (May 30) [NJD]

Potential NEI alternative approach to SPRA through MSSR (Spring/Summer 2015)

Low Frequency Evaluations (2 Sites)

Farley and Oyster Creek - Check-in with Licensees (May 2015)

Research, Test, or Reactors Undergoing Decommissioning Audit of NIST, MIT, Missouri Rolla (Ongoing - 1 year target} [JMS, TGV, NRR]

VY Closure Letter on 50.54(f) (May 30) [FVG]

Contentions or Petitions Related to R2.1 Seismic Diablo - defacto license amendment, license renewal, SSHAC [Uttal, Roth, Lindell]

Watts Bar 2 - ESEP reevaluated hazard concern [Roth] 2.206 petition on hydraulic tracking [DORL]

Infrastructure FTE Budget review, CPA status sheets, and TAC coordination improvement (ongoing) [NJD]

NTTF 12.1 (ROP updates) & NU REG - insights. from Tl-188, 2.3 Walkdowns, 2.1. Interim Actions,. A-46.

Review of delayed walkdown Items and Reports [RER) (Status?)

OMB Clearance Renew [Profitt]

Periodic Calls or. Inputs Comm. Biweekly Input I JLD Weekly Highlights [FGV]

Regional Biweekly. Call on. Inspection. Activities [NJD)

Monthly Progress update to EPM [NJD]

NTIF 2.1 Seismic Priorities Issue CEUS SAs on re-evaluated hazards (May 2015 - Oct 2015)

Rulemaking Guidance (Spring 2015}

Pathforward for High-Frequency Submittals (Spring 2015)

Regulatory Decisions Associated with Alternatives to SPRAs (Spring 2015)

Pathforward for Spent Fuel Pool Submittals (Spring/Summer 2015)

Western Re-evaluated Hazard Review (Spring 2015 - Summer 2016)

Issue Letters on ESEP reviews (Summer 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco LKG - Lauren Gibson RER - Ricardo Rodriguez FGV - Frankie Vega DTJ - Diane Jackson MKS - Mohamed Shams DGH - Donnie Harrison MXJ - Mahmoud Jardaneh BEH - Britt Hill DSH - David Heeszel CGM - Cliff Munson SW - Steve Wyman S:\ FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\R2. 1 Seismic Project Plan (May 2015)

Rev.docx SUS Pie dccisi011a! l.rfe11::i:Mi8!'l

OUO P1 c elceieie1 :sl lpijf!!lrRilatiiR TG - Tekia Govan JMS -Joe Sebrosky Completed Since 4-21 -15 Diablo Canyon Public Meeting (April 28) [NJD]

Issued Group 1 SAs. for 6. of 1O.

Issued Group 2 SAs for 6 of 1o Issue Cooper IPEEE RAls (April 29) [FVG]

Continuous WUS Coordination , Information needs, Public meetings, and screening updates [NJD]

Fermi request for update letter on hazard (April 30) [FVG], Cooper RAI Call (April 30) [FVG]

Oconee, VC Summer, Robinson Supplements ~pr 3Q) [licensee]

Clarification to Staff on ESEP Scope (separate from SPRA or Rulemaking Decisions {May 8) SW, OTJ]

NEI Updates on HF template sections (Received - April 27)

SPRA NRR/DSEA/JLD Management Meeting (April 24)

Completed Since 4-9-15 Completed Batch 1 Questions to Licensees (Issued 12 of 1~ (April 10) [SW]

Region I Briefing. (April. 9) [NJD]

NRR ET Brief on SPRA Path-forward (April 13).

Review of Interim Evaluations for Diablo and Columbia (March 25) [NJD, Review Team]

Palo Verde Supplemental letter received(April 10) [licensee]

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Rev.docx Ob:JO Pre QQ?i" iaaaf lp fmm 3Hg o

Pl e-Dee1s1ur 1a1 ii 11mmat1ar1 R2.1 Near-term Seismic Project Plan May 19, 2015 Expected Seismic Evaluation Summary (includes WUS)

Seismic Hazard Reviews (62 sites), Expedited Approach interim Action (34 sites) . Seismic. Risk Evaluations (32 sites), Spent Fuel. Evaluations (44 sites), Low Freq. Evaluations (2 sites) , and High Freq. Eval (56 sites)

Licensee Letters Draft SPRA Alternatives and/or Relief Letter (May 27, 2015) [NJD]

Draft Endorsement Letter for HF implementing guidance (.luly 15, 2015)

Draft Diablo Expedited Approach Response Lett.fil_(June 1 [FVG]

Draft Vermont Yankee Response Letter on 50.54(f) (June 1) [FVG]

Cooper Screening Letter (Summer) [FVG]

Duke Fleet Letter I Public Meeting - Oconee and Robinson Delays (August 30) [?]

NRG Public Meeting Slides on SPRAs, Appendix H, Limited Evaluations (May 21 ). [NJD/FVG]

IAEA Seismic Working Group Meeting GJune. 10-11) [DSEA]

Diablo Canyon April 28 Meeting Summary (May 20) - ~uires OGC, OPA, and R-IV review [FVG]

Diablo Canyon, Watts Bar, and Indian Point Briefing Sheet (Check IP End-of-Cycle Dates) [FVG]

Diablo Canyon End-of-Cycle (June 24) (HQ Attendees: Bowen, MKS]

Columbia End-of-Cycle (July 20) [HQ Attendees: ?]

Planned Licensee Calls or Emails ESEP Batch 2 clarifying emails and calls (May 15?) [SW, NRG Team]

IPEEE HF Confirm or HF confirmation path forward for IPEEE sites Brunswick, Hope Creek (Spring 2015) [NJD]

WUS Seismic Hazards (NJD, FGVJ Diablo Canyon RAI on model benchmarking (May 20) [CGM]

Columbia Focus Area Questions (May 21) [Dogan, DSEA Team]

Columbia Public Meeting (Jun 4) [FVG]

Palo Verde Focus Area Questions (May 2) [Alice, DSEA Team]

Palo Verde Public Meeting (June 9) [FVG]

ESEP Response Letter for Diablo Canyon (June 30) [DSEA, NJD]

CEUS Seismic Hazard Status -TAC: ME5221 [FVG, TGJ Group l (SA issued 7 of 10)

Watts Bar 2 - SA Hazard, ESEP RAI Oicensee] , and OL Appendix write-ups to OGG (June 1) (TG, NJDJI Oconee SA or RAI (June 15) [DSEA], Robinson GMRS (July 17) [licensee]

Group 2 (SA issued 7 of 1O)

Fermi Response (June 5) [licensee, FVG], Beaver Valley Response (June 30) [licensee]

VC Summer Staff Assessment ~une 15) [DSEA]

Group 3. (SA drafted 5 of 11 due, 1 SA with JLD - issue by August 30 [DSEA]

Screen out (SA drafted 6 of 28, 1 SA with JLD) (August 6) [DSEA]

OGC Alignment (May 20) [NJD, SW]

Responses received and added to public ADAMS - 7 of 12 [SW]

Technical Concurrence Emails - O of 12 (June 1) [DSEA Team]

Draft Letters in concurrence 1 of 12 (June 1)

RAI response Watts Bar (late) Summer (?) Fermi (June 2) Catawba (July 2) [licensee]

Issue Pilgrim, Dresden, and LaSalle (Group 2) letters (June 12) [SW]

Issue ? (June 30).

Batch 2 Questions to Licensees - 9 of 12 (June 1) [SW]

High Frequency Reviews -TAC: ME5680 [SW, NJDJ NRC HF Guidance comments (May_2.Q) [SW]

S:\ FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\R2.1 Seismic Project Plan (May 2015)

Rev2.docx Pft!-0&61§161 idi ii iibfl I la1IU1 i

F1e Bcci ....io11ttl h~f1!Hr>R8ti qr Public Meeting (May 21 )

Issue Staff Endorsement Letter (August 2015)

Spent Fuel Pool Reviews CNJDJ NEI to propose path-forward to move forward on spent fuel pool (May 21 ) [NJD, NEI]

Development of SFP approach continuing (Spring/Summer 2015)

Prepare for Staff Endorsement Letter (August - December 2015)

Rulemaking Guidance for Seismic-TAC: MF4722 [MKS, NJD, Richie, NRC Team]

Commission Meeting (July 9)

Draft Rule and Guidance for Public Comment (July 2015)

Target for Appendix H (October 2015) [NEI]

SPRA Alternat ives or Relief [Review Team, NJDJ Draft Publio Meeting Slide (May 7) [NJD]

NRG Slides on SPRA Relief or Alternatives ~Y 15) [NJD]

Update Draft NRC Letter on SPRA Relief or Alternatives (May.lQl._[NJD]

Support Final June X Public Meeting on SPRA Feedback (June X) [NRC Team]

Issuance of SPRA Relief Letter (August 2015) [NJD)

Low Frequen cy Evaluations (2 Sites)

Farley and Oyster Creek - Check-in with Licensees (June 2015) [TBD]

Research, Test. or Reactors Undergoing_ Decommissioning Audit of NIST, MIT, Missouri Rolla (Ongoing - 1 year target) [JMS, TGV, NRR]

VY Closure Letter on 50.54(f) (May 30) (FVG]

Contentions or Petitions Related to R2.1 Seismic Diablo - defacto license amendment, license renewal, SSHAC [Uttal, Roth, Lindell)

Watts Bar 2 - ESEP reevaluated hazard contention [Roth] - dismissed 2.206 petitions on hydraulic tracking (all plants) and Columbia seismic hazard on j et nozzle [DORL]

Inf rastructure FTE Budget review, CPA status sheets, and TAC coordination improvement (ongoing) [NJD]

NTTF 12.1 (ROP updates) & NUREG - insights from Tl-188, 2.3 Walkdowns, 2.1 Interim Actions, A-46 Review of delayed walkdown Items and Reports [RER] (Status?)

OMS Clearance Renew [Profitt]

Periodic Calls or Inputs Comm . Biweekly Input I JLD Weekly Highlights [FGV]

Regional Biweekly Call on Inspection Activities [NJD]

Monthly Progress update to EPM [NJD)

NTTF 2.1 Seismic Priorities Issue CEUS SAs on re-evaluated hazards (May 2015 - Oct 2015)

Rulemaking Guidance (Spring 2015)

Pathforward for High-Frequency Submittals (Spring 2015)

Regulatory Decisions Associated with Alternatives to SPRAs (Spring 2015)

Pathforward for Spent Fuel Pool Submittals (Spring/Summer 2015)

Western Re-evaluated Hazard Review (Spring 2015 - Summer 2016)

Issue Letters on ESEP reviews (Summer 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco DTJ - Diane Jackson BEH - Britt Hill FGV - Frankie Vega BH - Barbara Hayes SW - Steve Wyman DGH - Donnie Harrison CGM - Cliff Munson TG - Tekia Govan DSH - David Heeszel REA - Ricardo Rodriguez JMS-Joe Sebrosky LKG - Lauren Gibson MKS - Mohamed Shams SDG - Stephanie Devlin-Gill S:\ FOIAPA-2015-00294\W ithhold in Entirety\Working Documents\ Project Plans\R2.1 Seismic Project Plan (May 2015)

Rev2.docx 12n Decisional lnfp rmation

Pre Qaaisis11al l::ferl'l:ettie11 Completed Since 5-18-15 ACRS Meeting on Rulemaking (May 6)

Rulemaking and HF Scope Drop in (May 7)

White Sheet (May 8)

Western Screening and Interim Evaluation Review Letter DEDO/NRR/ET R-IV Brief (May 5) [NRC Team]

DSEA/JLD concurrence. (May 6) [DSEA Team]

Update Seismic Communication Timeline (Ongoing) (FGV, NJD]

Target Issuance & Press Release (May 12) [NJD, Burnell]

Columbia SSHAC Information (May 7) [NJD]

NRR/ Region IV Briefing on Screening Request (May 5) [NJD]

Public Meeting Summaries for March 30 and 31 [SW]

Implement WUS Communication Plan [NRC Team]

Indian Point Hazard SA (May 15) [FVG],

POP on Regulatory Commitments for Modifications (April 30) [NJD]

Completed Since 4-21-15 Diablo Canyon Public Meeting (April 28) (NJD]

Issued Group 1 SAs for 6 of 1O Issued Group 2 SAs for 6 of 1O Issue Cooper IPEEE RAls (April 29) [FVG]

Continuous WUS Coordination, Information needs, Public meetings, and screening updates [NJD]

Fermi request for update letter on hazard (April 30) (FVG], Cooper RAI Call (April 30) (FVG]

Oconee, VC Summer, Robinson Supplements (Apr 3q) [licensee]

Clarification to Staff on ESEP Scope (separate from SPRA or Rulemaking Decisions (May_fil (SW, OTJ]

NEI Updates on HF template sections (Received- April 27)

SPRA NRR/ DSEA/JLD Management Meeting April 24)

Completed Since 4-9-15 Completed Batch 1 Questions to Licensees (Issued 12 of 12) (April 10) (SW]

Region I Briefing (April 9) [NJD]

NRR ET Brief on SPRA Path-forward (April 13)

Review of Interim Evaluations for Diablo and Columbia (March 25) (NJD , Review Team]

Palo Verde Supplemental letter received(April 10) [licensee]

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\Project Plans\ R2. 1 Seismic Project Plan (May 2015)

Rev2.docx FIG* Bcisio::al I: :f8f:5lil8ti&P

Magnitude Recurrence Models:

DCPP Seismic Source Characterization Cliff arid Jon Sources: Norm Lecture Notes, McGuire EERI Mc)nograph, Kramer Geotechnical EE, DCPP SSHAC

Review

• Seismic activity of a fault or source zone is expressed through magnitude recurrence relation (magnitude-frequency distribution MFD)

• Magnitude recurrence relationship describes the average rate at which earthquakes with magnitudes, M, greater than or equal to a specified magnitude, m, occur on a source M x llM(m) = VMmin fM(m)dm

~

• Need activity rate or rate of earth akes above a minimum magnitude and magnitude PDF

Motivation

• For PSHA hazard curve~ we also need activity rate and magnitude P[)F

- For single source ff Mmax rmax A(SA > x) = vMmin P(SA > xlm, r)fM(m)fR(r)drdm MminO

- Discretize magnitude and distance PDFs to get probability mass functions (PMFs)

Magnitude Recurrence Models

• Commonly used magnitude recurrence models

- Truncated exponential

- Simple Characteristic earthquake or maximum magnitude

- Composite (exponential+ characteristic, WAACY)

• Exponential model used for large regions such as areal source zones where hazarcj is not controlled by one particular fault and we ha\le historical seismicity data

• Characteristic and composite models used for individual faults often base~d on geologic data

- Exponential model can als<J be used with geologic data

Magnitude PDFs 2.0 ~---.....------------------~

\

1.8 \

\

1.6 \ITruncated exponential I

\

1.4 \

\

\

1.2

-E M min=S

\

\

-

.......~

1.0 M max=7.5 \ I Simple Characteristic I:

0.8 \

\

\

0.6 \

\

\

\

0.4 ~

~

0.2 1.-C

-_o_m_p_o_s_it_e_C_&_Y_1_9_8_5__,I"""""'.,.

..

0.0 1------------=:::=:=:!.=...:-=.:-=.-.-L---J_

4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 Magnitude

Magnitude Recurrence - Truncated Exponential

• Truncated exponential ~trobability density function (PDF) pe-f3(m-Mmin) f M(m) =1- e-f3(Mmax-Mmin)

• Activity rate from seismicity data v . == eCa-PMmin)

Mmin

Magnitude Recurrence: Truncated Exponential -

Constrained by Constant Seismicity I After Youngs and Coppersmith (1985) I

-E 0.1 ~

~

a=4 b=l

'..:

Mmin=4 Q)

(.)

c

\ v Mmin=l per yr Q) \

~

"""" 0.01 \

(.)

\

Q) \

a: \

\

Q)

'"O Mmax=6 \

.ac 0.001 \

I *.. Mmax=B Q) I

~ I

~ 1 Mmax=7 I

0.0001 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 Magnitude

Activity Rate from Geologic Data

• Use fault slip rate to estiimate activity rate

- Important for active tectonic settings such as WUS

• Useful when there is little recorded data on earthquake occurrence

• Assumptions

- All observed slip is consicJered seismic slip (no creep!)

- Slip rate represents an a'1erage value which is assumed to be applicabhe to future time period

- Surface measurements are assumed to represent slip rate at seismogenic depths along the entire length of fault

Fault in Equilibrium

• Assume rate of moment re~lease = rate of moment accumulation

• Rate of moment release= mean moment per earthquake x activity rate Mo eqk VMmin = VMMin Mo(m)fM(m)dm

• Rate of moment accumulation: µAS

• Activity Rate

Magnitude Recurrence: Truncated Exponential Model. Constrained. by Constant. Moment. Rate I After Youngs and Coppersmith (1985)

--E Slip rate= 2 mm/yr z L=400 km and W=lS km Q) 1 A=6000 km 2 u

c M min=4 Q) lo...

lo...

>

u 0.1 M max=7 Q) a: \ v Mmin= 5.2 per y r Q)

"'O

>

.......

.. .. \

.,..

0.01 I " *.

I M max=6 I M max=8 VMmin= 17.6 per yr I I v Mmin= 1.6 per yr 0.001 I I

I I

0.0001 _.,__,,......_.........,...............,.._.........................__.,_.........................,...,....,......._.........................,.._.........................__...........

4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 Magnitude

Magnitude Recurrence: Characteristic Mo del1

• Characteristic earthqual<e model developed by Schwartz and Coppersmiith {1985)

- Individual faults tend to ;generate same size (within Yi magnitude unit) charact<<~ristic earthquake

- Define fault segments (or sections) of major faults allowing for single segm<<~nt rupture to multiple-segment fault(s) rupture~s (e.g. "cascading" scenarios for splay and complex ruptures)

- Define density function as either uniform or truncated normal with narrow ran~~e of magnitudes (1/2 or 1)

Magnitude Recurrence: Composite Model C&Y (1985)

• Combine truncated exponential and characteristic model (oungs and Coppersmith, 1985)

- Assume exponential ur1til Mc-0.25 and uniform distribution for a magn1itude width of 0.5

- Constant parameter y lJsed to allocate amount of seismic moment released through smaller magnitude events and characteristic earthquakes (area under PDF= 1)

Magnitude Recurrence: Composite Model C&Y (1985)

• PDF for exponential pc>rtion: mmin < m <me - 0.25 pe-fl(m-mmin) f M(m) = 1 _ e-J1(mc-mmin-0.25) y

• PDF for characteristic JJOrtion: m e - 0.25 < m <me +

0.25 f3 e-P(m.c-mmin-1.2s) f M(m) = 1 - e-fl(mc-mmin-0.25) y

_ 1 d p e-P(mc-mmin-1.25)

Y- 1 +C an c == 1- e-/3 cmc-m min-0.25) o.5

Magnitude Recurrence: Tr.Exp, Char., and Composite Models. using Geologic Data.

10 1

.....--------------------------------------------------+-

[ After Youngs and Coppersmith (1985)

-

E 10°

-zQ)

Slip rate =2 mm/yr L=400 km and W=l S km u A=6000 km 2 c

Q) 10- 1

~

~

J u

Q) a:

Q) 10- 2 I Truncated exponential l

'"O

J

-t-J

c CJ)

' .......

ctS

~ 10-3 I Composite C& Y 198S t . . . . . __

--- _ -c.. 1Simple Characte ri stic l

"" '*'\.

\

10- .....___..._______________________...______.______________ \ .......

4 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 Magnitude

Magnitude Distribution Models- DCPP

• Four earthquake magr1itude frequency distributions used in DCPP SSC 1

- Truncated exponential (0.2) for longer (> 100 km) rupture sources (Cat Bl

- Simplified maximum m1odel (Wesnousky et al.,

1983) for complex and splay ruptures

- Youngs and Coppersmith {1985) composite model for shorter(< 100 km) rupture sources (Cat A)

- New composite model called WAACY (0.8) for longer(> 100 km) rupt1ure sources (Cat B)

(a) Truncated ExpoMnual

..,_

I G.lllllllt 5 S$

(b) Simplified Maximum Magnitude

• !

l

"

I (c) Char act erb tlc Earthquake

.

l

.. (d ) WAACY I!

..

i

!

lk "

Schematic Diagrams of Magnitude IJ i

"

Probability Density Functions Used in the Diablo Canyon SSC Model Pacilic Gn OCPP SSC REPORT

~d Eledric: Com~ny F1911re 10*1

~~~~~~~~~~~~~~~~--'-"--'-~~~~~~~~-'-~~~~~--'

(a) Category A

~-s:~~~n:;:=n:..

~

Magnitude POFs*

~In h o.ablo~SSC lllOdEI ~A Characteristic Earthquake Npllff~-~~mn~

lOOkm.

WSW ENE 0

L___J 5km lf (b) Category B

~~ftew\NrupCl.AIOU-art Magnitude POFs*

f'lllllll'Ctd 1D in\OOM a ~ lrXban ol fie \11 lflnQlh WAACYand o/ h Nplln-. MD.nun ~~ft are int Troocaled Exponential For DCPP <<> ll'Mlln a IJrp "-alt. l\JIU9 souroU\ Ole C-,.on SSC rllOClel <:ngoty B NI*'~ Sourt6 -

b'O'fNn~ IOOba.

WAACY weight 0.8 Trunc. Exp. = 0.2 0 !ikm L___J (c) Category C Foe~ nl ccmpu 111f11!.n types Oft/, wbtre man 1nd Magnitude POFs*

~llfYtll*sourt:eS ~ ~., SCEnano~

anc!~=M<Nr Sirfl>!lfied Maxunum Magnitude

~~SNpl\Jtt on opposafly cff)9.ng - - '.Juts 0 IOlm L___J Schemattc Dtagrams of Category A. B, and c Rupture Sources DCPP SSC REPORT Figure 10*5

Magnitude Recurrence: WAACY Model

• WAACY =Woodell, Abra1hamson, Acevedo-Cabrera, Youngs (not published yet)

• Second exponential distribution above characteristic magnitud~e range

• Uses normal distributio11 in place of uniform for the characteristic portio,n of pdf

• Developed to allow for rare multiple-fault or multiple-segment ruptures (long ruptures on primary faults)

- No hard boundary at Mchar + 0.25

WAACY Model: PDF

---

f

---

f Parameter b ~*value of the lower e~nentia l P-art.

Mcllar Mean characte ris tic ~nitude Om Standard deviation of the cha racte ristic magnitude N.;, Number o f sta ndard deviations for the transition from the characteristic part to the upper expone ntial 100 part M CHAR Mmax Maximum masmitude LL bu11 b*valuc of the uoocr cxoonential oart 0

Cl.

-

Cl1 i::>

J l Fl Ml Fraction of the seis mic moment that this released in the lower exoonential mil Magnitude for the transition from the lower exponential part to the characteristic part c: Ml = Mr1...,.

• 0.25 C) ftS M2 Magnitude for the transition from the characteristic

~ part to the upper exponential part 10-1 M2 = M!.-1>ar + Ns120 ,.

MMAX

' ~ ...

0 .25

.~ ... ,

N s1 (Jm 5.5 6 6.5 7 7.5 Magnitude

WAACY Model : PDF (cont.)

c1 f3 exp(-f3CM - M um)) 1

--':---------~ forM < M 1 1- exp(-f3(M1 - MmuJ )

1 { - (J\1- J\1clwr)2\

C2 r;:;- exp1 2 ) for M 1 sMsM2 v2rra111 \ 20 111 f3w;1 exp (-f3rail (M - M 2))

for M > M 2 C3 l - exp(-f310u (M mu - M1 ))

eq. (1)

/31(1;1 & 0 111 eq. (2)

C4 = .,

M 2 ))) exp ( - (M22a,:, - Mclrar t)

( 1- exp ( - f3 roil (M m.ix -

c 5 = F l M oclwr

- ----="'---

M (,Lchar eq. (3)

Area. under curve of three. portions integrates to l but what are allocations for each?

c1, c2, and c3 ??? (not in. Appendix. G of SSHAC report unless I missed it)

Next Steps

• Requested WAACY pa~>er from PG&E

• Program WAACY PDF c1nd then compare activity rates and mag1nitude recurrence.

(MFDs and PMF) for V\fAACY, C&V model, and truncated exponential

• Figure out how DCPP fault and area sources are modeled for PSHA

Overall Goals of the SSC Review I Understand the Licensee's Seismic Source Characterization

1. What is the seismo-tectonic setting

a. Quaternary tectonics

b. PresenH :lay plate motions (e.g., from GPS or other kinematic indicators)

c. Stress. state

2. What fault sources in the PSHA contribute most to the hazard (according to the Tl team)?

a. What are the basic characteristics of these faults?

i. Location relative to the site ii. Geometry (length, dip, location, segmentation) iii. Faulting style (normal, reverse, thrust, strike-slip, oblique) iv. Thickness of seismogenic. crust

b. How were the faults identified and characterized?

i. Geologic mapping ii. Geophysical observations (gravity, magnetics, seismic images, etc.)

iii. Recorded earthquakes iv. Paleoseismic data

c. What are the seismogenic characteristics of each fault?

i. Activity (including probability of activity) ii. Slip rate (and how was it determined) iii. Recurrence (recurrence models, including time-dependent models) iv. M Max (based on length, area, which scaling relationship)

V. Mchar

d. How are the. fault characteristics consistent w ith seismo-tectonic

e. Are the fault sources independent or linked

i. Complex ruptures, fault linkages ii. Kinematic correlations (moment balancing or slip rate constrained)

f. How are the seismic sources (including uncertainty) represented in t he logic tree?

3. What are.the area. (areal, aerial) sources in the PSHA

a. How were the area sources identified

i. Spatial distribution of past earthquakes ii. Geological constraints (seismo-tectonic regions, crustal characteristics)

b. How was the earthquake record characterized

i. Sources of earthquake records (e.g., catalogs) ii. Completeness iii. Sorting and cleaning (duplicates, foreshocks, aftershocks) iv. Magnitude unit conversions

v. Intensity conversions vi. Uncertainties and weighting (e.g., R. Youngs' approach)

c. How are the areal sources modeled?

i.. Geometry ii. Seismicity rates (including spatial or temporal smoothing) iii. Pseudofaults (?)

iv. Recurrence models

4. Are t here previously ident ified (or resource expert proposed) fault sources not included in t he PSHA?

a.. Basis/j ustification for exclusion

b. Impacts on t he hazard for exclusion II Evaluate the most critical aspects of the seismic sources

1. Are t he essential cha ract eristics of t he fault sources reasonable?

a. Do they make sense within the seismo-tectonic sett ing?

b. Are they consistent with resource expert interpretations or were they derived by the Tl team from data?

c. Was there significant debate on fault source characteristics with PPRP

d. Are. the uncertainties. in the PSHA consistent with the observations and sufficient to capture (represent) the full range of reasonable interpretations?

e. Are the logic tree weights reasonable

2. Are the area sou rces reasonable?

a. Is the catalog sufficient (complete, corrected, sca led, et c.)?

b. Are the recurrence models appropriate?

c. Is MMaxlarge enough? Too Large?.

3. Do the source characterizations (including uncertainty) capture the center, body, and range of the available interpretations?

4. How does the hazard compare to other existing hazards (e.g., USGS or prior Level-2 studies)?

a. Are differences (or similarities) explainable and reasonable?

b. Does the PSHA represent a more comprehensive underst anding of the seismic hazard at the site?

Ill Based on the aforementioned review, assess any critical findings or gaps (e.g., alternative or missing interpretations, insufficient uncertainty bands, etc.) in terms of hazard sensitivity

1. Do the sensitivity analyses in the PSHA provide enough information to assess. the hazard significance of the critical finding?

2. Can simplified PSHA runs be developed to test the hazard sensitivity of t he cri tical findings or gaps?

3. Do the critical findings or gaps undermine the credibility of the PSHA result or can the gap or critical finding be mitigat ed with modifications to the existing PSHA (e.g., increased uncertainty or alternative weighting) ?

GMPE Host Kappa GMPE kappa 0.04 San Simeon Parkfield C8 CY Freq ASK 855A cs CY San Simeon Host Kappa Parkfield Host Kappa 4787 -J.38765 -1.15632 O.J

• l.61725 -1.45741 -1.21114 -1.04153 0.4 + - - - - ' - - N - - - - - - ' - - - - - - l o.* ._j_i.. 0183 -0.59039 -0.5206 O. J33333 -0.67099 -0.64791 -0.48639 --0.4938 02 0.2 -0.40992 -0.34638 0.2 -0.36213 -0.36961 --0.36255 --0.343

~ 0 +----~_,.._ ______,,__________, -0.35786 -0.3381 0.25 -0.33738 -0.33771 --0.34485 -0.33953

'C

=- 2954 -0.43408 -0.44843 0.333333 -0.44494 --0.4383 -0.4458 --0.4553

~ -0.2 t------H---.W--'li*--"-~:.--,~ j -02 1129 -0.41128 -0.41429 0.5 -0.41426 -0.42206 --0.42693 -0.42048

E -04

~

i 0:

• 0 .4 6085 -0.44998

-0.38189

-0.45163

-0.38314 0.666667 -0.44565

-0.3847J

-0.46993 --0.46741 -0.45647

-0.39952 --0.38633 -0.38129

-0.6 *0.6 1796 -0.41965 -0.4186 1.333333 -0.41617 --0.43J7 --0.42891 -0.41534

-08 + - - - - - - ' + - - - - - - - - - - l -0.8 + - - - - - - - - - - - - - - - - - -0.34505 -0.34673 -0.34991 -0.35461 --0.34001 -0.34402

-1 ~----->-----~----- *! 9644 -0.30203 -0.29716 2.5 -0.29692 -0.30056 --0.29512 -0.29573 0 .1 10 100 O.J JO JOO 3261 -0.22959 -0.23374 3.333333 -0.22716 -0.23015 --0.23714 -0.23289 Frequtncy (Ht) Frequtnty ('H:z) -0.24711 -0.24875 -0.25309 -0.24714 --0.24171 -0.24774

=~~~~~~~~~~~~~~~~~~~~~~'\l

:=n::=m:r:=oc:..>=:=xc:c"""=:>"""'"""============<==:xc>:xm>o=::if..* 33341 -0.33505 -0.33647 -0.33622 -0.23981 --0.32926 -0.33507 San Simeon Kappa = 0 .04 .50085 -0.50694 -0.50381 6.666667 -0.48881 -0.48095 --0.50172 -0.49544 Parkfield Kappa = 0 .04

\.29759 -0.3J773 -0.31402 10 -0.30823 --0.2925 --0.31214 -0.30983 0.4 0.4 1-----+----'---

-0.1904 -0.30623 -0.28261 12.5 -0.26057 --0.1823 -0.2804 -0.28028 0.2 o.2 + - - - - - - > - - - - - - - - - - - - i .23285 -0.3J742 -0.29019 20 -0.27667 -0.23442 --0.30067 -0.29493

!:

1 ~-2

! -0.4

"' -0.6

• ASK 8 8SSA A CB X CY

s i

~

~

-0.2 0

..0.4 +--;--.---.,_,---:-==~'----'i'~-:-!I!

l.33031 -0.43011

.34712 -0.45859

.37804 -0.49153

-0.38847

-0.37979

-0.40897 33.33333 50 100

-0.49232

-0.53982

-0.572J5

-0.333Jl --0.44715 -0.41514

-0.34335 --0.45224 -0.43658

-0.37428 --0.48239 -0.46814

-0.6 +------+--------_.,_-~

-0.8 L

-0::

0 .1 Frequency(Ht)

JO JOO J_ -1 ~------------------;

O.J Frequency (Hz) 10 100

_J

Profile Cummalti11 Averge Quarter Wave Shear Wave Velocity (m.s) Mean Profile Transfer Function 0 500 1000 1500 2000

- M ean Profile e 6. 5 Hz

• l OHz 0 2.5 Hz

- ASK

a. 0 BSSA E

C(

I

• CB Q

..

.; 300

a. - - - CY 0.2 500 0

0.1 10 100 Frequency.(Hz) 600 ~

53.34 1.524 1263.552 0 .048672 1095.914 5.136453 1236.881 25.908 54.864 1.524 1266.009 0.049876 1100.019 5.012481 1236.881 27.432 56.388 1.524 1270.087 0.051075 1104.014 4.894723 1252.127 27.432 57.912 1.524 1275.748 0.05227 1107.939 4. 782857 1252.127 28.956 59.436 1.524 1284.515 0 .053456 1111 .858 4 .676704 1264.533 28.956 60.96 1.524 1291.658 0.054636 1115.741 4.57571 1264.533 30.48 62.484 1.524 1299.754 0.055809 11 19.607 4.4 79575 1276.656 30.48 64.008 1.524 1307.99 0 .056974 1123.46 4.387966 1276.656 32.004 65.532 1.524 1315.659 0 .058132 1127.289 4 .300531 1286.11 32.004 67.056 1.524 1324.775 0.059283 1131.122 4.217079 1286.11 33.528 68.58 1.524 1334.18 0.060425 1134.96 4.137359 1293.985 33.528

70.104 1.524 1344.51 1 0.061559 1138.819 4.061176 1293.985 35.052 71.628 1.524 1354 571 0.062684 1142.691 3.988284 1300.255 35.052 73.152 1.524 1364 565 0.0638 1146.575 3.9 18469 1300.255 36.576 74.676 1.524 1373.447 0.06491 1150.454 3.851484 1302.927 36.576 76.2 1.524 1383.023 0.066012 1154.336 3.787191 1302.927 38.1 77.724 1.524 1391 001 0.067108 1158.2 3.72536 1304 351 38.1 79.248 1.524 1398.024 0.068198 1162.033 3.665812 1304.351 39.624 80.772 1.524 1404.878 0.069283 1165.836 3.608415 1306.21 1 39.624 82.296 1.524 141 1.89 0.070362 1169.61 3.553059 1306.21 1 41 .148 83.82 1.524 1418.735 0.071436 1173.356 3.499631 1307.218 41 .148 85.344 1.524 1425.471 0.072505 1177.074 3.448027 1307.218 42.672 86.868 1.524 1433.228 0.073569 1180.776 3.398191 1303.832 42.672 88.392 1.524 1442.312 0.074625 1184.479 3.350075 1303.832 44.196 89.916 1.524 1451 336 0.075675 1188.182 3.30359 1296.832 44.196 9 1.44 1.524 1460.281 0.076719 1191 .884 3.25865 1296.832 45.72 92.964 1.524 1469.063 0.077756 1195.582 3.215174 1286.553 45.72 94.488 1.524 1477.842 0.078788 1199.276 3.173091 1286.553 47.244 96.012 1.524 1486.484 0.079813 1202.966 3.132331 1277.972 47.244 97.536 1.524 1495.126 0.080832 1206.65 3.092832 1277.972 48.768 99.06 1.524 1503.754 0.081846 1210.329 3.054534 1269.699 48.768 100.584 1.524 1512.265 0.082853 1214.001 3.017381 1269.699 50.292 102.108 1.524 1520 853 0.083855 1217.668 2.981324 1265.249 50.292 103.632 1.524 1529 502 0.084852 1221.33 2.946315 1265.249 51.816 105.1 56 1.524 1538.417 0.085842 1224.989 2.912314 1263.552 51 .816 106.68 1.524 1547.562 0.086827 1228.648 2.879283 1263.552 53.34 108.204 1.524 1556 681 0.087806 1232.305 2.84718 1266.009 53.34 109.728 1.524 1566.18 0.088779 1235.965 2.815973 1266.009 54.864 111.252 1.524 1575.869 0.089746 1239.627 2. 785629 1270.087 54.864 112.776 1.524 1585.604 0.090707 1243.293 2.7561 12 1270.087 56.388 114.3 1.524 1595.342 0.091663 1246.962 2. 727389 1275.748 56.388 115.824 1.524 1605. 123 0.092612 1250.634 2.699428 1275.748 57.912 117.348 1.524 1614.91 0.093556 1254.309 2.672198 1284.515 57.912 160.018 42.67 1632.313 0.119697 1336.862 2.088611 1284.515 59.436 260.018 100 1673 097 0.179466 1448.842 1.39302 1291.658 59.436 375.018 11 5 1720 0.246327 1522.442 1.014913 1291.658 60.96 535.018 160 1890 0 .330983 1616.453 0.755327 1299.754 60.96 1299.754 62.484 1307.99 62.484 1307.99 64.008 1315.659 64.008 1315.659 65.532 1324.775 65.532 1324.775 67.056 1334.18 67.056 1334.18 68.58 1344.511 68.58 1344.511 70.104 1354.571 70.104 1354.571 71.628

1364.565 71.628 1364.565 73.152 1373.447 73.152 1373.447 74.676 1383.023 74.676 1383.023 76.2 1391.001 76.2 1391.001 77.724 1398.024 77.724 1398.024 79.248 1404.878 79.248 1404.878 80.772 141 1.89 80.772 141 1.89 82.296 1418.735 82.296 1418.735 83.82 1425.471 83.82 1425.471 85.344 1433.228 85.344 1433.228 86.868 1442.312 86.868 1442.312 88.392 1451.336 88.392 1451 .336 89.916 1460.281 89.916 1460.281 91.44 1469.063 91.44 1469.063 92.964 1477.842 92.964 1477.842 94.488 1486.484 94.488 1486.484 96.012 1495.126 96.012 1495.126 97.536 1503.754 97.536 1503.754 99.06 1512.265 99.06 1512.265 100.584 1520.853 100.584 1520.853 102.108 1529.502 102.108 1529.502 103.632 1538.417 103.632 1538.417 105.156 1547.562 105.156 1547.562 106.68 1556.681 106.68 1556.681 108.204 1566.18 108.204

1566.18 109.728 1575.869 109.728 1575.869 111 .252 1585.604 111 .252 1585.604 112.776 1595.342 112.776 1595.342 114.3 1605.123 114.3 1605.123 115.824 1614.91 115.824 1614.91 117.348 1632.313 117.348 1632.313 160.018 1673.097 160.018 1673.097 260.018 1720 260.018 1720 375.018 1890 375.018 1890 535.018

San Simeon Response Spectra 0.16 I

0.14 I

r- -

""""'

\

I 0.12

!~1\

a/~-~, ro-..,I'

~ \\

I

- ASK 0.1 I I

/1/; -~

./1_... l:-1, ~" ~~

I - BSSA

\ j

....... ~ I I - cs bO ~ \ - cv

/1'/1

"';;;" 0.08

.,., -

• ~

,, ... ,' .. ,,, ' ~ '\L

~, i-. , \ \ - - - ASK Surface I* '" ~

\ \ \ \ -

IA; .

\ - - - BSSA Surface

• '

'II II .*

I *

\ \ \

\ \ \

\~ I 0.06 -

, ..., ....,,, ...

I ,~ - I

- - - CB Surface

. .'~'~~ ~'. . . .. . ____

- - - CY Surface j,.l ,_ --

I I tI I

I I 0.04 ' -----1 -

0.02 I ~'1t.:'

~li"'

~ ,:_,#

I *-r11r I I 0

-- i .. *r*r-**1

• 1 1 I 0.1 1 10 100 Frequency (Hz)

San Simeon Residuals 0

-0.1 I I I I I I I . 11 I 11 I I

-0.2

-0.3 I

I x

I I

!I I

I I

- 1

' - I

• I

• I I I II I

.* x

'

.:

.a I

v A

• J I I

• x I

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i ' Ir I*

_, A

• BSSA

~"' -0.5

• I I

• I ! I I .A. CB "C

• v; QI ex:

f I I I I I 1*11 I I lo X CY

-0.6

-0.7

~ I I I I I I I I

-0.8 I I I I I I I

-0.9 I I I I I I I I l I 111

-1 I I 11 I I I 111 I 1 111 I 0.1 1 10 100 Frequency {Hz)

Parkfield Response Spect ra 0.05 0.045 i"'I 0.04 / ~ I 0.035

/11; ' \\

.... ~ ....

l~ -

\

\ I - ASK

\

0.03 - BSSA I *\

I ~ l ..~\ \

I

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.~11 I I I - - - BSSA Surface 0.02

) f{ " I *'I' ......:~' '-1'-:

I I

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I ~.,,

......... ,i .. ... ... 'iii 'iii' I '

I I

- - - CB Surface

- - - CY Surface 0.015

',',I ~

///~

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I

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0 0.1

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100 Frequency (Hz)

Parkfield Residuals 0

j'

-0.1 I I I I I

• 1 1 I

• I

-0 .2

• I 1

t

-0.3 - /

-" ;i.._

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• " I '

• I I * .6. CB "C

GJ er::

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-0 .7 lill: I I I l I 11 1

-0.8 I I I 11 I 11

-0.9 I I I I I I Il 1 I I 11 I

,, I I I I I I 11 I 11 I

-1 -

0.1 1 10 100 Frequency (Hz)

freq San Stmeon Parkfietd Median 100 -0.3 0.028 *0.628 50 -0 32 0.006 -0.646 3' -0.36 -0.03 -0.69 20 -0.52 -0.184 -0.856 135 -0.52 -0.178 *0.862 10 -0.52 -0.174 -0.866 l.S 67 -0 5 -0.152 -0848 5 -0 38 -0.028 -0.732 33

• -0.24

-013 0.112 0.224

-0.592

-0.484 2.5 019 0.546 -0.166 0.19 0.549 *0.169 o.s ,--- 13 0.19 0.555 *0.175

' - -Emencal I 0 0.372 *0.372

--- --- - -Analytlcal(Mean Profilel

• San Simeon 0.67 0.5 0

0 0.378 0.383

• 0.378

• 0.383 x Parklltld o.s

.. _- -----

• 1

• 1.5 01 10 100

Adjustment Factors from Reference Rock to Palo Verde Rock PVNGS [)iscussion April 7, 2014 1

What the Whaaa?

• SWUS developed a K0 bcised on a generic velocity profile

- High frequency

- Nearby sources

• Velocity of PVNGS differs from this profile

- Means that rock hazard from PSHA is wrong

• Particularly true if hazard comes from nearby, distributed seismicity

• Need to develop approa1ch to correct 'rock hazard' to PVNGS site cc)nditions

- See. Appendix. M. of SWUS report 2

Vs (m/s) 0 1000 2000 3000 4000 0

I~ ,

I 500 To This l ..

From This L -

-~0 1500 j "' I

-I~

-= 1000

~

Q.

• '

- Base Case Profile

- LBProme 2500 Wv-ren (1969)

- - SWUS Refe1ence Pralle 3

Appendix M of SWUS

• Develops kappa based for generic velocity profile (NGA-W for AZ]~ and local sources based on where hazar~j contribution is greatest (at high frequency)

- Take a subset of source~s (M,R)

• Calculate FAS using IRv*r

• K from slope of FAS over different frequency bands

• =0.041 for generic profile.

4

Cale Package

• Implementation of Adjustment reqd. by Appendix M

- Excel (we don't have this)

• Target kappa is 0.033

• Adjustment Factor on FJ~S consists of two components

- Velocity Profile differences

- Kappa differences

• Consider three base case velocities and three base case kappa [0.3,0.Ll,0.3];[0.3,0.4,0.3]

5

• These adjustment factors represent scaling on input spectra for site response

• Exponential Form of kappa controls high_

O.l o+-

.1 _ _ _ _ _ _ _ l - - - 0- - - - 1 0 0 frequencies Frequency (Hz)

- LB Ptofll@, LB kappa (0.09) - lB Profile, Me~n k.lppa (O.U) Should be limited to

- LB Profile, UB kappa (0.09) -Med an Profile, LB kappa (0.U) constant at some

- Med an Profile, Median kappa (0.16) - Meehan Profile, UB kappa (0. 12) frequency?

- UB Profile, LB kappa {0.09) UB Proflle, Median kappa {0.12)

UB Profile, UB kappa (0.09) 6

Results 10 t0'

• FAS Adjustment Factors

~

.,,t: tOt are applied to input FAS

..

e

- Converted to Response

~ 10~ i I

Cl)

.o* Spectra

-1twllet tn,..l llO<<lrt.m

• '(VT lllQCllUm

- Reduces input at high tO" so frequencies 1

0 10 20 30 40 10 10' 10' ..cl freq110ncy IHzJ frequency. (HzJ 10' io*',

- Especially impacts LF g inputs ...

~ 10' p

(J)

<(

"" 0 .. i I

• It isn't obvious if they 10~

!.

(I) limit the exponential

-T~l~,..ehr11

• • • • ~i/f . . - .....

portion 10' 1 0 10 2(J JO 40 S> 10 10' 10' *rl Frequency !Hz] J:r-.qu.ney. (H1J 7

Assessment (Preliminary)

• Approach seems reasonable

- Kappa at the site differs from what is calculated in SWUS so adjustment is reasonable

• Site response concerns only upper profile (part in ft in SHSR)

- Input will be more complicatf~d

• Not clear that any speed limit is imposed (should be, and probably is)

- Adjustment factors of 400 are not cool

• We will have. to consider this in our confirmatory analysis_

- I would suggest a sensitivity test to see if we need to try and implement for all input ground motions

• Would really like to see the Excel spreadsheet ...

8

Selection of SWUS Models for PVNGS Chapter 9 of SWUS SSHAC Report 1

Greater Arizona Approach

• Outlined in Section 6.4.

• Generally follow approach used ad DCPP with addition of normal fualts Select suite of Expand through Develop covariance candidates and interpolation matrix of model develop common between Candidates coefficients form Sample model space Discretize through assuming Visualization Space

- Visualize

- normal distribution of model coefficients Select Representative Assign Weights Models 2

Results Source Distance Metnc Dir ectivity Class Adjustment

"' (0 .070)

Po (0.061) --- HW3 (1)

---

HW4 (1.J 1<7 (0.055) HW4 [1) 1'8 (0113) HW2 11J

• 9 (0.095) HW3 !)

• 14 (0030) HWl(lJ a-1S (0.024) HW5 (1)

~"' based

• 16 (0.D41J

• 17 (0.046)

--- HWl (l)

HW* (1)

---

• 18 (00'5) HWd (lJ Comm onfonn *19 (0 065) H\1\-'5 (1)

"20 (0.021) HWl (l) 0.7 "ll (O.OU) 1122 10.0101

• 23 (0011)

• 24 (0014)

• 2S (O.OUJ

,.26 (0.oJO)

---

HWl (l)

HW2 (l)

HW4 (l )

HW2 (l)

HW2 {ll

--

HW2 (1J

• 27 (0.032) HW2 [l)

Normal d Strike *28 (0.045) HW2 [11

-

Slip in all egions *29 (0 CM1J HW3 [ l)

.. 30 (0.044) HW5 (1}

except 1 2 and 3 JI)) {0027) HWl (lJ NO rJone

• l (0.01')

a6 (O.OiS) 0 "7 (0045)

• 8 [0092)

• 9 [0061)

• 14 (0-040)

• 1S (O.Ol9)

• 16 (0.040)

..11 10.001 f\i8 basecl ..1s (O.ot9J Co lmon Fom1 1'19 (0.045)

"20 (0015) 0.3 *21 {OOUJ 1'22 (0.017)

• 23 (0018)

.. 2~ (0019)

• 25 (0.014)

• 26 (0.027)

"27 (0.036)

• 21 (0.051)

• 29 (0.0J')

tt30 (0.05J)

• 31 (0.0lll 3

Weighting

• Approach Compare to. dataset or Equally weighted APPROACH DATASET WEIGHT STATISTIC candidates Which dataset is more r Residual important 0.25 Weighted

~Likelihood NGAW2FV-MEC Weight Statistic

• Residual= mean b/w event residual 0,67 Data Comparison 0.7S EURrv.1.1rn r Residuals

~Likelihood

• Likelihood =total residual w/ fixed b/w event and w/in event std . dev.

0.33

• Developed independently ...__ GMPE Prior 0-3 sec (interpolated from 3-10 sec) 4

Approach weights

• Why not simply use the comparison to. the.

data determine the WE~ights of the candidate models?

- The datasets contain a significant amount of data for the distance and magnitude range of interest

• Therefore, the distance and range of interest are adequately incorporated into the GMPES

- Included for completer1ess 5

Distance Metric

• PVNGS nearby faults are either steeply dipping normal or vertical strik~e-slip

- Either distance metric is reasonable

• NGAwest 2 GMPEs show a preference for RRuP

- Given higher weight (O. 7)

- RRuP=ModelA

- RJ_8 =ModelB 6

Visualization T - O.o1 NGAW2py-MED ModelA 10 T

• 0.0 1 NGA\Y2iov-MID RED=Candidate GMPEs 05 MDdelA VIOLET=-2sigma CYAN=+2sigma Left Contours=Residual Right Contours=Likelihood

-t.O .___~--~-~---'-' - 10 Use same method for

-1.0 0.0 10 -~w~~~-o~~u:':-'~~u~"-'--:'-!u HI In u11ts In unit* increasing uncertainty on T =0.D1 Elli>v--111ED ModelA European Models as on 10 . - - T

-= . 01--~-~--....

EU,.,....:o Mod..iA NGAwest b/c not based on independent datasets JJ 5 00

~

-JIO

-1.ll -10

- 1.0 - 0.S 0.0 0.S 1.0 -l ~5 cu 0 u In urits In units

,

-1 - 0.3 0 0.3 7

Residuals

• Two empirical data sets usied for PVNGS median.

evaluation

- NGAwest2

• 25% Normal

- Weight b/w event residuals for Normal faults higher (0.8)

- Account for relative lack of inormal faults in NGA dataset

- EUR

• 71% Normal

- No reweighting

• Mix of liklihood and mean residual statistics used for weighting

- Likelihood= narrow median distributions (0.4)

- Residuals= broad median distributions (0.8) 8.

Evaluation of CBR

• CBR of selected

,,o Mw =6.

weighting scheme is os Rx = - 15.

sof= -1 T = 0.01 compared to alternative u.

0

()

06 04 a wTolal weighting schemes by 02 a

...

wR=c!ua.l_KCA,.v.....,,

a wilJllCA,v.-,

~""~

a w* 1-.E.tJ_.,. M!D comparing to CDF for - 2.4 LntPSA) 2.2 2.0

• w?nor-a G\fff,,.

• scenarios '

0 Mw = 6.

Rx=-15.

08 sof=-l T= 0.01 06 u.

0

()

• 11/l'<nl a "'Rod:iiaJ.-'ICll,.v-""

02

• wt.!..)IGAPV.wv

. ....~UPYl.IJ:D

• ,,.u_;:u_v "1!o

-2.5 -2.4 -23 2.1 -2.0 * "'1'rlOC

• CMPEs Ln(PSA) 9

Evaluation of CBR

• Also look at distance and.

magnitude scaling

-2 '

...--.. -4

<(

(/)

0.

c

....J

-5

-6 M = 5.

Rx = - 15.

Black= candidate models -7 sof = - 1 0.01 0.02 0.05 0.10 0.20 0.50 1.00 2.00 Cyan= additional epistemic T Red = fractiles Thin read= min/max 10

Comparison with known EQs

• Wells,. Nevada

- Short period in general agreement

- Medium period over predict (minor)

- Long period over predict (significant)

• Not enough difference to justify modifying GMM

• 2011 Fukushima-Hamacfori, Japan

- Large residual at short p~~riod

- Reduces with period

• Tectonic setting not consistent with Arizona

• Overall, existing models capture. aleatory variability demonstrateci by these earthquakes 11

0.01 - - - - - - - - . - . - - - - - - - - - - - - - -

- Mean Common-Form

- Mean GMPE

- GMPE, Lower Bound w/Epistemic 0.001 - GMPE, Upper Bound w/Epistemic 0.00001 - - - - - - - - - -

-t-+-1 n '1 12

Hazard curve; 10Hz 0.01

.

. . . . . . . . . - - ,_ *

. .

- . . . . *........ .! .. - * *- ... 801 MB02 MAlS 14

-- .. - - . - - - -*- - --- .. -- - - - .. ,. -

~ ~ MB04 MA16 M806 MAl7 M807 MA18

.

- - .............. - - ...... r .... - , - .. * *- ...

. M814 MB15 MA19 MA20 M816 MA22 MB17 MA23 0.001 .. - ........ **- ... M818 MA24 MB19 MA25 MB22 MA26 M623 MA27 M824 MA28 MB25 MA29 M826 MA30 MB27 MB28 Mean ModelA+B MA31

.....

. ... ....

....

.0001 M829 MB30 MB31 Mean ModelA Mean Models Regions 1,2*3 -*-*-

MA01 MA04 MA06 MA07 MA09 ASB14 ASK14 ,

BiM BSSA14 (814 .,

....*...

..... . ..

,

MA11 CY14 ...........

_.......,,_

le-05

. . . . . . . ... . -.......... ".

MA12

. . .. . - . . . . ,J * *

• GK14

~ ..

• • • • • -*- *

• r * - * * - ., * * * *+* -

• t * -,. - '*., * ' *

........... ,........... , ...,..... .

I e t I l l f

- * *

• i * * * * ,* *

• I I I I r *

• r * , * *,

• r

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• r * * * "'* - .. ,.. * - . * - r - r

'"' * * * * *

• I

'"'1 * ,. .- * *

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• i

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t I

I f

..

I '

t I I

t I

.. -.... -- ........................... ,_ - ... . ---******-***-'*J***

le-07 0.1 , 10 f>SA(g) 13

Distant Earthquake

• 'Simpler' Only long periods Sour<tCl<lss Median Mod cl P,1thTenn appro.Ktl Addttioo;il uoxenainiy I Meci;m Palh Term I I Oirt<tivilY No Sammon's Map f....,_,..., High (9S" percemdel )....,Hi&h (!IS, pe; cenlile)

Consider only NGAwest2 ASIC14 0.2 YES 8SSAH 0.8 Path effects important Ooslilnl, LM'~ M CA Strile Slip &

0.2 0.2 Ho11n.ol ( 814 0.2 NO

• Long period effect HA>gions 1, 2. and 3 0.2 1 CY14 f.oo..._... Hl&h

• Crossing of B&R and ST 0.2 ld14 (9S' peocfnlile) 0.2 0.2 O.l 14

15 ASK14, T0.2 ASK14, TO.S 2 2

~1 .5 ~l S l

";!

J .i-;; l

~o.s  : o.s

~ 0 i 0

] 0.5 l°*s ii *1 ~ *l i l .5

-2 LS

-2

0 200 400 600 0 200 400 600 Rrup (km) Rrup (km)

• Region 1

• RtglOll 2 Region 3

• Region l

• Rt(llOO 1 Region 3 ASK14, T1.0 AS1<14, n.o 1 2

.,. 1.5 ,.1.5

1  ; 1

..*

~ ~

';ii ~

~0.5  : o.s 50 I o

~-S c

"ii(),

c s

5 *1 ~ -1

~1.5 ~1.5 2 -2 0 200 400 600 0 200 AOO 600 Rrup (km) Rrup (km)

• Rtg)Oli 1

• Rtc:Jon 2 Regtoo 3

• Regl()n 1

• Region 2 Region 3 16

1 0.8 I I I 0.6 -

• - -

0.4 ~

~

...E 0.2 -

• O t ~~

~ ~

.c

-;;; 0 I I

-HA

~

Q.

c

~ -0.2 . -- ~ _I, i -J

E

-0.4

+/- I I II I

I

-0.6 .

-0.8 II I

-1 .

0.1 1 10 Period (sec)

+ Region 1

• Region 2 Region 3 17

l 1 0.8 0.8 0.6 0.6 0.4 0.4 0.2

~

e 0 e$ 0.20

..t:.

~

0.2 t -0.2 Q,

-0.4 .. ...

-

___ ~

-0.4

-0.6 -0.6

-0.8 - -----------'--' -0.8 1 -1

-1.2 -+---------------l -1.2 0.01 0 .1 1 10 0.01 0.1 1 10 Period (sec) Period (sec)

• Region l

• Region 1 1 ~-----.---...-------.

0.8 0.6 0.4 e 0.2

~

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DCPP Parkfield Recordings &

Response Spectra May 13, 2015

Boore's Rotation Approach

• Rotate two horizontal components in 10*

degree increments

• Calculate response spe~ctra for two rotated components

• Calculate geometric mean of two response spectra at each frequency

• Calculate median valu~~ of 9 geometric means at each frequency

• Boore actually does rotation in 1. degree increments

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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12/03/2015: Completed screen for licensee information that is not on the docket; no undocketted information found that is not publicly available .12/14/2015: Completed identification other information as re lease, exempt, or duplicate .

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Shcctl freq host AF target27. AF target28.AF target27/host target28/host 0.1 1.137 1.132 1.138 0.99560246 1.00087951 0.13333 1.181 1.173 1.1 82 0.99322608 1.00084674 0.2 1.262 1.249 1.263 0.98969889 1.00079239 0.25 1.311 1.294 1.312 0.9870328 1.00076278 0.3333 1.38 1.356 1.382 0.9826087 1.00144928 0.5 1.488 1.449 1.491 0.97379032 1.00201613 0.6666 1.578 1.522 1.583 0.96451204 1.00316857 1 1.732 1.635 1.74 0.94399538 1.00461894 1.3333 1.875 1. 73 1.886 0.92266667 1.00586667 2 2.135 1.893 2.154 0.88665105 1.0088993 2.5 2.292 2.019 2.3 0.88089005 1.0034904 3.3333 2.48 2.215 2.407 0.89314516 0.97056452 4 2.593 2.348 2.428 0.90551485 0.93636714 5 2.724 2.535 2.431 0.93061674 0.89243759 6.66667 2.88 2.765 2.455 0.96006944 0.85243056 10 3.104 3.161 2.577 1.0183634 0.83021907 13.3333 3.266 3.462 2.828 1.06001225 0.865891 20 3.514 3.671 3.136 1.04467843 0.89243028 33.3333 3.808 3.799 3.267 0.99763655 0.85793067 50 3.996 3.854 3.314 0.96446446 0.82932933 100 4.147 3.895 3.358 0.93923318 0.80974198 Page l

freq S1 -L S 1-M S1 -H S2-L S2-M S2-H S3-L S3-M S3-H S4-L S4-M S4-H S5-L S5-M S5-H 0.1 0.013593 0.023232 0.039708 0.005894 0.010206 0.017671 0.004518 0.007761 0 .013331 0.001415 0.00248 0 .004346 0.024354 0.041625 0.071144 0.133333 0.021261 0 .036301 0.061983 0 .010012 0.017319 0.029958 0.007458 0.012798 0.021961 0.002519 0.004411 0.007721 0.036667 0.062606 0.106897 0.2 0.024093 0 .041138 0.070241 0 .018711 0.032365 0 .055985 0.012147 0.020844 0.035769 0.005236 0.009167 0.016048 0.032456 0.055416 0 .09462 0.25 0.040229 0.06862 0.117048 0.025394 0.043883 0.075833 0.018019 0 .03089 0.052955 0.00737 0.012889 0 .022542 0 .059734 0.10189 0.173799 0.333333 0.05302 0.090438 0.154264 0.037975 0.065623 0.1134 0.028377 0.048646 0.083393 0.012023 0.021027 0.036775 0.073873 0.126007 0.214936 0 .5 0.091649 0.156017 0.265592 0 .067574 0.116538 0.200983 0.058785 0.100573 0 .172068 0.023614 0.041258 0 .072084 0.125736 0.214044 0 .364374 0 .666666 0.141671 0 .240931 0.409734 0.098033 0.1689 0.290995 0 .090988 0.155513 0.265796 0.036111 0.063093 0 .110234 0.200496 0.340969 0.579863 1 0.218146 0.370245 0.628392 0.170319 0.292853 0 .503544 0.156575 0.267076 0.455562 0.065594 0 .114375 0.199434 0 .292209 0.495947 0 .841738 1.333333 0.272428 0.46145 0.781624 0 .221717 0.380849 0.654193 0.227431 0.387551 0.660401 0.097638 0.17008 0.29627 0.355666 0.602443 1.020444 2 0.364178 0.615012 1.038613 0.32709 0.560166 0.959329 0 .329071 0.559069 0.94982 0.153501 0.266855 0 .463918 0.447799 0.75623 1.277098 2.5 0.407269 0.686409 1.15687 0.395535 0.676707 1.157755 0.393253 0.666776 1.130544 0.193264 0.335646 0.582924 0.473539 0.7981 1.345114 3.333333 0.4751 76 0.799259 1.344376 0.484662 0.827536 1.412975 0.488755 0.827047 1.399488 0.253666 0.439667 0.762053 0 .53575 0.901146 1.515753 4 0.583579 0.980616 1.647774 0.574645 0.980197 1.671962 0.552871 0.934606 1.579913 0 .292409 0.506819 0.878446 0.684312 1.149882 1.9322 5 0.659999 1.106812 1.856111 0.609953 1.039382 1.771145 0 .643324 1.08534 1.831057 0.329283 0.57016 0.987245 0 .774687 1.299141 2.178645 6.666667 0.671823 1.123264 1.87806 0 645997 1.097504 1.864 586 0.650707 1.095602 1.844677 0.362994 0.627276 1.083971 0 781042 1.305875 2.183378 10 0.584024 0.972569 1.61961 1 0.575805 0.975323 1.652044 0.611038 1.024705 1.718418 0.331261 0.570724 0.983292 0 .66342 1.104787 1.839792 13.33333 0.538943 0.894808 1.485652 0 .507184 0.857374 1.449356 0.522246 0.873178 1.459923 0.293046 0.50438 0.86812 0.628512 1.04352 1.73256 20 0.403329 0.667643 1.105168 0.418629 0.706262 1.191521 0.419038 0.698519 1.164401 0.236118 0 .405585 0.696684 0 .452845 0.749607 1 240847 33.33333 0.322814 0 .531699 0.875747 0 .339138 0.569869 0 .957578 0.320352 0.531 882 0.883085 0.189411 0.32438 0.555527 0.363167 0.598163 0 .985218 50 0.305749 0.503089 0.827795 0 .310067 0.520499 0.873744 0.293102 0.486151 0.806352 0.169163 0.289705 0.496143 0.350641 0.576953 0.949335 100 0.298707 0.490028 0.803889 0.292205 0.489046 0.818486 0.28652 0.473812 0.78353 0.162953 0.278233 0.475069 0.344167 0.564605 0.926234

Focus Area Questionsffopics for the Palo Verde Public Meeting to take place on June 9 th Please provide clarification beyond the information provided in the PVNGS March 2015 50.54(f) response and SSC and GMC SSHAC reports on the following topics:

Seismic Source Characterization

1. Clarify how uncertainty derived from the difference in cumulative slip rates on Quaternary faults in AZ in comparison to the geodetic slip rates in southern AZ were evaluated and incorporated into model. Specifically, we note that faults that were originally a part of the NSHMP model and that are now part of the PV SSC, include alternative possibilities for geologic and geodetic slip. rates. Please explain the rationale for not considering geodetic slip-rates for other PV SSC f auIts that were never part of the NSHMP model and that are newly identified by the Tl team in southern Arizona and Mexico.

2. Please discuss if instances of apparent or potential cognitive bias occurred during development of the SSC model, and, if so, how the Tl team resolved the issue.

3. Please explain how the SSC model accounts for the possibility that young faults might be buried beneath Quaternary alluvium, as discussed in the May 14, 2014 Tl response to PPRP Comment 7 on this topic.

4. With respect to the geologic mapping project, provide clarification regarding stratigraphic correlation of Quaternary units used throughout the site area and site vicinity geologic maps. In particular, explain the how 16 morphostratigraphic (Quaternary) units on the site area map resolve into 5 Quaternary units on the site vicinity map. Explain the rationale for singling out the river terrace unit (Qorh) as a stand-alone unit. Explain the apparent mismatch of units between the site area map and the site vicinity map along the north-south trending Qorh river terrace (along the eastern side of site area map) with the Qi1 alluvial fan surface (to the north and the south of that Qorh unit on the site vicinity map).

5. Because the PVNGS host zones, SBR and East, contribute significantly to the hazard at the PVNGS site, the NRC staff is interested in hearing discussion, beyond what is presented in the PVNGS SSC SSHAC report, on the following topics regarding areal sources. Please discuss. the rational and analyses. used for:

a. Choosing to model the spatial variation of recurrence rate per unit area using variable, but continuous and relatively smooth seismicity. Please also discuss the. rationale for not considering. the use of uniform spatial recurrence rates in the SSC areal sources. Although text in SSC Section 8.2.4.1 mentions that uniform rates are often inappropriate, the text does not elaborate on conditions where uniform rates might be appropriate or if such conditions occur for the SSC areal sources . . Additionally, please discuss this in the. context of the. previously

completed PVNGS SSC SSHAC 2, since decisions made for that model led to the use of the constant rate model for the areal sources, and what information informed the SSC SSHAC 3 to not use the constant rate model for any of the areal. sources ..

b. Not using a "floor" during the smoothing analysis of recurrence parameters .

Please also discuss this in the context of the PVNGS host zones and the WEST and GULF zones, which all show in SSC Figures 9-30 through 9-33 cells of zero rate(M>5.0)/deg2/yr.

c. Not using earthquakes lower than M4.67 to determine the recurrence parameters for the Eastern source zones, as shown in SSC Table 9-4. Please discuss this in the. context of there. being so few events. within the host zones that have magnitudes greater than to equal to M4.67 and inclusion of earthquakes lower than M4.67 despite the earthquake record below M4.67 not be complete.

Ground Motion Characterization Site Response

1. The Vs-kappa correction applied to input ground motions for. site. response represents an important correction for local site geology. In order for staff to fully understand the basis and implementation of this process, please describe the development of the. Palo Verde Vs-kappa correction. and its implementation in. the site response. analysis.

Focus Area Questions!Topics for Palo Verde Public Meeting 5/9 In addition to providing a general overview of the SSC and GMC SSHAC Reports and March 2015 50.54(f) response for DCPP, please provide additional clarification on the following topics.

Seismic Source Characterization

1. Provide additional detail on the PPRP and Tl interaction documentation for the SSC model ,. specifically

2. Clarify how uncertainty derived from the difference in cumulative slip rates on Quaternary faults in AZ in comparison to the geodetic slip rates in southern AZ were evaluated and incorporated into model.

3. Clarify how uncertainty of the potential for the. existence of unknown Quaternary faults. in Southern Basin and Range province were evaluated and captured in model , in particular in the area W and NW of the PV site, and outside the geologic mapping project area.

4. Geologic mapping project. Provide additional detail on the involvement of the PPRP in the field review of the Quaternary geology mapping project of the PV site area and vicinity

5. Geologic mapping project. Provide additional detail regarding verification and characterization of the 3 faults of interest in the site vicinity (Sand Tank, unnamed fault (Gilbert}, unnamed fault (Pearthree)).

6. Geologic mapping project. Provide additional detail regarding the very simplistic geologic cross section of the PV site to rule out existence of unnamed fault (Pearthree).

7. Geologic mapping project. Provide additional details regarding stratigraphic correlation of Quaternary units in the site area and vicinity, in particular the stand alone river terrace unit (Qorh) mismatch with the Qi1 alluvial fan surface.

Ground Motion Characterization Site Response

Outline

• Open Discussion:

- Rethinking PSHA, Detern1inistic vs. Probabilistic Hazard, Ground Motion (Kappa), Site Response

• Induced Seismicity Press Release

• Central Coastal California Tectonics (Diablo Canyon)

• SSA Field Trip - Faults in the LA Basin Region 2

Open Discussion

• Topics presented at SSA for discussion.

included:

- Rethinking PSHA

- Deterministic vs. Probabilistic Hazard

- Ground Motion (Kappa)

- Site Response 3

Induced Seismicity- USGS Press Release

• Incorporating Induced Seismicity in the 2014 United States National Seismic Hazard Model-Results of 2014 Workshop and Sensitivity Studies, http ://pubs. usgs.govI of/2015/1070/

(Posted April 23, 2015)

- Describes how injection-induced earthquakes can be incorporated into USGS seismic hazard maps

• USGS press release -

http://www.usgs.gov/newsroom/a rticle .asp? ID=4202&from=r ss home#.VVY03fmDlca

- "Earthquake activity has sharply increased since 2009 in the central.

and eastern United States. The increase has been linked to industrial operations that dispose of wastewater by injecting it into deep wells."

4

Five Parts of the Hazard Model

• To. incorporate inducecj seismicity into the seismic hazard model, the USGS evaluates the sensitivity of the hazard into five parts of the hazard. model:

1. The earthquake catal og 1

2. Earthquake rates

3. Earthquake locations

4. Earthquake Mmax (rr1aximum magnitude)

5. Earthquake ground rr1otions.

5

Steps to Develop Seismicity Model from EQ Catalog

• Four tasks are required to develop the seismicity model from an earthquake catalog:

1. Delineate areas with potentially induced seismicity using information available in scientific publications, seismicity patterns, and information on industrial activity

2. Determine whether or not to decluster the catalog, which removes foreshocks, aftershocks, and swarm events leaving only independent events

3. Assess the annual parameters of the exponential magnitude-frequency (Gutenberg and Richter, 1944) distribution that relates the number or rate of small and large earthquakes (b-value)

4. Evaluate the minimum magnitudes (Mmin) of the earthquakes in the catalog that will best predict the future large earthquakes, considering local completeness levels of the catalog.

7

17 Induced Seismicity Zones A

,.

f GR~ELEY

-

40*

~OCKY MOU TAIN ARSENAL RATON

\,

/

COGOEU

{ DAGG EA DRAW Q* J!J 30°

)

- 11 o* - 1oo* -so* -so*

Figure 3. Polygons showing where potential induced earthquakes have been extracted for the following :

A, Central and Eastern United States, B, Induced seismicity showing area near Oklahoma. For 3A and 38 8

c ALABAMA, BREWTON l ARKANSAS, GUY-GREENBRIER COLORADO, GREELEY 15

,.,

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10

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11

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H) OD4%/yr base modeJ 3.Ild 2014 NSHM B) 0.()4%/yr rest case wuh rrunlmum M3 and 2014 SHM

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Central Coastal C<3lifornia Tectonics (Diablo Canyon)

• Methodology for determining Slip Rates for faults surrounding Dia lb lo Canyon

• Plans for USGS geodetic survey

• Offshore fault mappini5

• PPRP Preliminary Findiings on SSHAC

• Geologic Compilation fDf faults in central California (In internal review at USGS; GIS data possibly available to NRC for our DC review from Michelle Roberts) 15

(a) Uninterpreted Profile Flattened to Se;ifl oor SW NE Methodology for determining Slip Rates for 0t£tance along prot"8 vnJ faults (b) Interpreted surrounding SW NE Diablo Canyon

~...--~~~~~~~~~~~~-:-~~~~, I ~~~~;--~~~,--~~~----.~~~~~~~~----.~~~-----,

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21 0 so 100 150 200 250 300 350 400 450 500

~ Altern<1tive Age Models f or Unconformities in Study Area Age (ka) i** Mininun H H I H i H I H I . ? .

I . , .

~

~ Preferred H I I H l H I .R '

I .~. MIS 16-t S ..._

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~

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EXPLANATION I I H Notes:

. I H I 1--1 -

MIS 16-15 ....

J MIS Marine oxygen isotope stage

- Waelbroeck et al. (2002) use regresslOOS established from relabve sea-level (RSL) coral terrace data and benthic foraminifera oxygen

!' 6c Marine oxygen isotope substage isotope data calibrated to sea temperature data from the North Atlantic and equatorial Pacific to create a composite RSL a.uve for Age Model for Quat ernary Unconformities I ....-'\/ Waelbroeck et a l (2002)

/ ' \ / Usaedd and Raymo (2005)

UNCONFORlllT IE S past climabc cycles. Shaded region 1s confidence tntefVal.

- Lisiecki and Raymo (2005) use 57 globally distributed 6110 records L-- - - - - - - - - - - - - - - - - -----1 to compile a 5..3 Myr record. Scaled to sea level by ca11son (2008).

- Uncertainty in lt1e ages of regional unconformities H10, H30, H40, DCPP SSC REPORT iH H10 H HJO H H40 H H4S H H48 H45 and H48 is captured through altemaflve age models, which are . . Pacific GH and Electric Company Figure 8. ~~

~L__ _ _ _ _ _ _ _ _ _ _ _ _ _ _d~e~ve~loped.:.:....:..:_rro_m_co_rre_lation _ _ro~p~a-Jeos_ea.-_1e_v_e1_cu_N_es_._ _ _ _...l!!

~ ~,~----------....1...,_----- '"f----'

From DC SSHAC Report

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t:Xl-'l..ANAI 10~

--*?*** Ouat*maty fault ltace, solfd wher"9 .,...

located dashed where approximiJ!ely bcated o~ taufl$ dot'.ed Ylltfe ~ied by underonned HtO strata, onshore faults dotli!-d where Ix.med, sh>rt dash@d ~ truerred,

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=-*?-** <O 2 mm*'yr

Page 0905 of 1205 Withheld pursuant to exemption (b)(5) of the Freedom of Information and Privacy Act

Page 0906 of 1205 Withheld pursuant to exemption (b)(5) of the Freedom of Information and Privacy Act

Page 0907 of 1205 Withheld pursuant to exemption (b)(5) of the Freedom of Information and Privacy Act

Session: Central Coastal California Tectonics (Diablo Canyon)

Conveners: Stuart Nishenko, Pacific Gas. and Electric Company, Neal Driscoll, Scripps. Institute of Oceanography, and Janet Watt, USGS itle Presenting Author lick title to view text of abstract & full author list.

ENTRAL COASTAL CALIFORNIA SEISMIC IMAGING PROJECT: AN OVERVIEW Stuart Nishenko Samuel Johnson Katherine Maier LIP RATES FOR THE HOSGRI AND SHORELINE FAULT ZONES OFFSHORE COASTAL CENTRAL CALIFORNIA H. Gary Greene

- RESULTS OF HIGH-RESOLUTION 30 SEISMIC REFLECTION SURVEYS Hans AbramsonWard SAN LUIS OBISPO Phillip Hogan Daniel O'Connell Jeffrey Unruh Wayne Thatcher Chris Wills http://www.seismosoc.org/meeti ngs/2 015 I abstracts/

Session: Central Coastal California Tectonics (Diablo Canyon) - continued itle Presenting Author lick title to view text of abstract & full author list.

GEOLOGIC COMPILATION MAP OF THE CENTRAL CALIFORNIA COAST RANGES WEST OF THE SAN Michelle Roberts.

NDREAS FAULT* RESULTS CHALLENGES AND POTENTIAL USE IN SEI MIC HAZARD ANALYSIS SOS FAULT ZONE: INSIGHTS INTO BLOCK Janet Watt CENTRAL COASTAL Jeanne Hardebeck Ga ry Greene H. Gary Greene Marcia McLaren Todd Ericksen Michael Angell BMARINE PALEOSEISMIC SLIP RAT ONSTRAINTS O F HOSGRI FA LT ZONE FROM HI H-RESOLUTI N Phi llip Hogan D SEISMIC-REFLECTION DATA OFFSHORE POINT SAL CENTRAL COASTAL CALIFORNIA E Daniel Brothers Hans AbramsonWard Jamey Turner 23

Sherrod et al. - LiDAR identifies source for 1872 earthquake near Chelan, Washington 124W 120W 116W 112W Location ot study Columbia Pole of 1

Figure from Sherrod et al. SSA 2015 Poster (manuscript publication soon)

Sherrod et al. - LiDAR identifies source for 1872 earthquake near Chelan, Washington LiDAR IMAGE OF SPENCER CANYON SCARP Implications for Columbia?

2 Figure from Sherrod et al. SSA 2015 Poster (manuscript publication soon)

Sherrod et al. - LiDAR identifies source for 1872 earthquake near Chelan, Washington TRENCHING AND MAXIMUM AGE OF SCARP MULE DEER TRENCH Youngest soil and slope colluvium Jd 3

c) Youngest scarp colluvium Jb Penultimate scarp colluvium Ja Oldest scarp colluvium

~ Cataclasite Swakane gneiss tmeter t meter Butted A homotllcolluv1um

• dark gray gravelly sill

~Buried colluvium

• dk. brC1W11 pebbly safl<ly silt 5 Buried scarp collu111um

• grey graveHy silt AB Sotl horizon J Slope colluvium with ash

• ta11 gravelly silt

.Z~Mazama ssh

• 7627 +/- 150 C81 yr BP Cc/tuvium

• brown gravelly sand 3

Figure from Sherrod et al. SSA 2015 Poster (manuscript publication soon)

Field Trip: Faults, vistas, and earthquakes in the.

northern Los Angeles and Pasadena Region Overview of LA Basin

- Puente Hills Thrust Hollywood Fault Site of Whittier Narrows 1994 Event a

._ 1994 Epicenter

\ \ ..

I 4. A"-trY

'* Overlook

-* ~-- .

• Figures from field trip guide which can be downloaded from the SSA website here:

http ://www. se ism osoc.

org/meetings/2015/SSA 15 FTGuideFinal2.pdf

...

1 I t

• t

• 27

Puente Hills and Compton Blind Thrust Faults

~ Map of major fau ts in southern California from the Southern California Earthquake Cen er's Community Fau t ~ode (CFMt San Andreas fault (red) and Puente HI sand Compton blind hrust faults (orange) are highlighted. Thin red lien$ show surface traces o f faults in the CFM White lines denote coasthne and California State boundaries. Image created by Andreas Pesch and John Shaw (Harvard University). FT Guide page 4

~ Map of major blind thrust fau lts in the Los Angeles basin. Note segmented nature of Puente Hills blind thrust fault (orange) and Compton blind thrust ramp (yellow) extend ing beneath much of much of the western LA metropolitan area. Both blind thrust ramps dip gently northward (Shaw et al. , 2002; Leon et al. , 2009). 'd 29 FT Gui e page 5

CF7 A :....*-#......'!""!"'""""~~~CF~7~i'"li!P"-~-rti.-.inF A 8 CFl CFIO CF3CF6CFSCF4 CFS CF2 CF9 a.

and overlying drill hole data. as would be expected for the water table. Thin, vertical, wllite Lines show b-Orehole locations. Dashed wllite Lines represent active, synclinal and inactive. anticlinal axial surfaces. Black box indicates location of hammer source profile shown in part A. B- 0' marks the trctce of the seismic reflection profile in Figure 2. (c) Seismic reflection image of the back-limb fold structure showing upward narrowing zone of active fo lding (growth triangle) delimited by sharply defined axial surfaces [Shall' and Suppe, 1996). Dashed white lines represent active, syncli nal and inactive, anticlinal axial surfaces. Black box indicates location of weight drop source profile shown in pan B. C- C' marks the trace of the seismic reflection profile in Figures I and 2. (d) Fault bend fold model of back-limb fold structure of the Compton fault with discrete axial surface yielding an upward narrowing fo ld limb in growth strata (modified after Shaw and Suppe [1996)). 30

---+N A

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-

100

-

200

-

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.........

. 400 r..............

I 500 I

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-- l No growth distance (m) 16x vertical exaggeration

---+N B 0 CF1 CF10 CF3 CF7CF6 CFS CF4 CF2 CF9

• units Event 1 - l-1m n Unit 10 ~s>em°i~i 1.7m Unit15 No growth L.. Unit 16 Event 3 - 1.2m No growth Unit 20 Event 4-1.3m D Unit30 No growth

• unit40 L Unit42

• Unit SO Event 5 - 0.6m

• Unit60 I_ Cohesive 30 Event 6 - 1.9m units

• Organic 35 rich soils 100 20 30 40 500 70 d istance (m) Bx vertical exaggeration Figure 4. (a) Borehole re ult from the Stanford Avenue tran ect. Cro~ ec tion of n1ajor stratigraphic unit (16 x vertica l exaggeration) . hewing the details of the mo. l recent uplift event (event I). Thin vertical line are borehole. . Green horizontal line i the pre enl ground . urface. (b) Cro.

• ection o f major tratigraphjc unit ( x vertical exaggeration). olors denote different *cdimcntary unit . Thin red line mark the lops of major sand and gra cl unit . Doubl e-headed red crtical anows along the right side how the traligraphi c range of interva l o f cdimcntary thickening aero.. the tran ect, \vi th the upJift in each c cnl shown to tbc right of each arrow. D ublc-bcadcd green ertical an-o\ . how interval o f no

. edimentary growth. 31

Puente Hills Blind Thrust and Site of 1987. Mw 6.0 Whittier Narrows Focus

+ 30 cutaway image showing geometry of the central , Santa Fe Springs segment of the Puente Hills blind thrust fault through the site of the 1987 Mw 6.0 Whittier Narrows focus.

Geometry of the uppermost 7 km is constrained by high-quality petroleum-industry seismic reflection data, whereas the deeper fault geometry is constrained by the location of the 1987 mainshock focus and

- relocated aftershocks. Data from Shaw and Shearer (1999) and Shaw et al. (2002).

5 32 FT Guide page 5

4::!0000 N

f~

Skm 8 Shalv et al. (2002)

(A) 1\ifap of three main structural. segments of ~e i----15_/: Puente Hills lbni'.it (PHT) . From west fo east these are 'the Los ..ol\n.geles segment, the Santa Fe Springs. segment~ and the Coyote Hills segment, I

which itself comprises hro di:rtinc:t sub-segnien.G.

i----1

.C)m /: (B) Cross section based on pettoiewu-indushy sei'mlic relfection datta (to 7 km depth) and mainshock and reioc-.a ted aftershocks of the 1987 PHT 1\ifw 6. 0 \Vbittier Narrows eillthquake (Shaw &

Shearer: 1999 Science) from U - ] 5 .km depth)_

j Tp m.ldd!le ~'lioce:!!e

& oldi:r ... ... .

' ]j 33

Hollywood Fault A hlul\91Qca!ed PY QilOl~l'lnoOel ~Al g:llKlf\ apc>l'Q)(Jn\Ai. loc~llon of 1t..-11W bull I*' CQS, 2014 A ~rcunjyw,e r iewl ~ alher mapped faults poss1bty not .elMl A laullsl!'UIC>J* II\ btdtocl< lopognlpllic ascarpmarm augggal ng mlll localiDn

• topograpnic uckltas er ll'OU!IJkS ..J-!!,, locely Incised <111 nnges Strip mop showing features related to fault interpretation in the Hollywood, CA Quadrangle. Yellow star indicates this field trip stop location. (base mop is from 1923-1925 topoqrophic survey)

This mop .shows the Interpreted and locally verified active traces of the Hollywood Fault Zone across the Hollywood 7.5' quadrangle {Hernandez and Treiman, 2014; Hernandez, 2014). The yellow shaded zone surrounding the faults Is the Afquist-Priolo Earthquake Fault Zone for required investigation

{Califomia Geological Survey, 2014).

34

camtno Palmero Borohole Transect.

Boreholes used to ID ~I-SouthHollywood, Qiilifom ia Notth__.

lc~~~~c?p9.£~fcFP9~F~tffj11r S-12 CP*G CP.O CP..fCP CP-8 CP-H S.10 Hollywood Fault

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Main Act'JvevS1rands o<< UNl'T 6 the Hollywood Fault 16 Dolan and others, 2oorr

~ Perspective view of terrain from Hollywood Hills to the Garlock Fault, from Q-fault database (http://earthquake.usgs.gov/hazards/qfaults/). Note that the unnamed blind fault responsible for the 1994 Northridge earthquake is not the Northridge Hills FaulU (The 1994 rupture plane terminates against the overriding Northridge Hills fault) SMF=Sierra Madre Fault System. 36

Columbia - Fault Source Sensitivity Study 05/12/2015

Sensitivity Test

1. What if fault source slip rates were doubled?

Double all fault sources (subduction and background seismicity sources stay the same)

Frequency Change to Total Change to Total Change to Change to

{Hz) Hazard Curve Hazard Curve Rock GMRS Rock GMRS

{sum of all fault {sum of all fault {g) {%)

sources) at lE-4 sources) at lE-5 I 0.3288 36%

1 43% 33% 0.1937 21%

10 25% 20% 0.0637 35%

100 44% 35% 0.0040 22%

Average.%. Change to. GMRS = 28.5%

% Increase by fault source - 0.1 Hz

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AF NO DATA NO DATA AF NO DATA NO DATA ARH 0.7 1.4 ARH 0.5 1 CH 0.02 0.04 CH NO DATA NO DATA YR 2.8 5.6. YR 5. 10 FH 0.015 0.03 FH NO DATA NO DATA HHH 1.6 3.2 HHH 0.75 1.5 HR 0.7 1.4 HR 0.45 0.9 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF NO DATA NO DATA MF NO DATA NO DATA MF NO DATA NO DATA MR 0.012 0.024 MR NO DATA NO DATA RAW 0.65 1.3 RAW 0.45 0.9 RM 2.8 5.6 RM 2 4 SB NO DATA NO DATA SB NO DATA NO DATA SFZ 0.03 0.06 SFZ NO DATA NO DATA SM 0.55 1.1 SM 0.3 0.6 TR 0.09 0.18 TR NO DATA NO DATA UR 1.6 3.2 UR 1.6 3.2 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.1 0.2 WF NO DATA NO DATA No Data 10.603 21.206 No Data 10.95 21.9 SUM 100 122.27 SUM 100.15 122.15 Adjusted Sum 22.27 Adjusted Sum 22.15

% Increase by fault source - 1 Hz

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AF NO DATA NO DATA AF NO DATA NO DATA ARH 1.5 3 ARH 1 2 CH 0.16 0.32 CH NO DATA NO DATA YR 5.5 11 YR 8.5 17 FH 0.055 0.11 FH NO DATA NO DATA HHH 3.9 7.8 HHH 1.6 3.2 HR 3.9 7.8 HR 4.5 9 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF 0.75 1.5 MF NO DATA NO DATA MF NO DATA NO DATA MR 0.025 0.05 MR NO DATA NO DATA RAW 1.8 3.6 RAW 1.4 2.8 RM 10 20 RM 5 10 SB NO DATA NO DATA SB NO DATA NO DATA SFZ NO DATA NO DATA SFZ NO DATA NO DATA SM 1.8 3.6 SM 0.8 1.6 TR 0.18 0.36 TR 0.12 0.24 UR 5.5 11 UR 5.5 11 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.18 0.36 WF NO DATA NO DATA No Data 8.14 16.28 No Data 3.41 6.82 SUM 100 142.64 SUM 100 132.58 Adjusted Sum 42.64 Adjusted Sum 32.58

% Increase by fault source - 10 Hz

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- -- ~-. - -- - -~ - ,. - ' -- '

AF NO DATA NO DATA AF NO DATA NO DATA ARH 1 2 ARH 0.48 0.96 CH 0.039 0.078 CH NO DATA NO DATA YR 4.2 8.4 YR 4 8 FH 0.042 0.084 FH NO DATA NO DATA HHH 3 6 HHH 0.8 1.6 HR 3.8 7.6 HR 3.4 6.8 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF NO DATA NO DATA MF NO DATA NO DATA MF NO DATA NO DATA MR 0.012 0.024 MR NO DATA NO DATA RAW 1.6 3.2 RAW 0.8 1.6 RM 7.5 15 RM 3.5 7 SB NO DATA NO DATA SB NO DATA NO DATA SFZ NO DATA NO DATA SFZ NO DATA NO DATA SM 1.5 3 SM NO DATA NO DATA TR 1.2 2.4 TR 0.48 0.96 UR 5 10 UR 3.4 6.8 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.09 0.18 WF NO DATA NO DATA No Data No Data 2.885 5.77 SUM 100 124.499 SUM 100 119.745 Adjusted Sum 24.499 Adjusted Sum 19.745

% Increase by fault source - 100 Hz AF NO DATA NO DATA AF NO DATA NO DATA ARH 1.2 2.4 ARH 0.8 1.6 CH 0.18 0.36 CH NO DATA NO DATA YR 3.2 6.4 YR 3.9 7.8 FH 0.18 0.36 FH NO DATA NO DATA HHH 4 8 HHH 1.8 3.6 HR 2.4 4.8 HR 3.5 7 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF NO DATA NO DATA MF NO DATA NO DATA MF NO DATA NO DATA MR 0.08 0.16 MR NO DATA NO DATA RAW 1.6. 3.2 RAW 1.3 2.6 RM 7 14 RM 5.5 11 SB 0.035 0.07 SB NO DATA NO DATA SFZ NO DATA NO DATA SFZ NO DATA NO DATA SM 2 4 SM 0.95 1.9 TR 0.16 0.32 TR 0.095 0.19 UR 4.8 9.6 UR 4.5 9 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.38 0.76 WF 0.09 0.18 No Data 16.865 33.73 No Data 12.355 24.71 SUM 100 144.08 SUM 100 134.79 Adjusted Sum 44.08 Adjusted Sum 34.79

Licensee's UHRS vs GMRS with and without Site Response 3.0 ~------- 1 ~i------~

• ....*.

- ,._ Licensee's lE-4 Rock UHRS I f [\

2.s ------~-;,-------.r-~.---------.----;--.--

f ~

....; I~.

.

licensee's Rock GMRS (NRC calculated from licensee UHRS)

II

• * *

• licensee's lE-5 Rock UHRS

...

.*.

..

i -

~*-

-- *~

- . _ Licensee's lE-4 5% Damped UHRS (with site response)

- + - Licensee's 5% Damped GMRS (with Site Response)

• * *

• Licensee's lE-5 5% Damped UHRS (with site response) 0.1 1 10 100 Frequency. (Hz)

% Change to UHRS when fault source contribution is doubled 3.0 ~---~----------------------~

Licensee's lE-4 Rock UHRS

- - - Licensee's Rock GMRS (NRC calcu lated from licensee UHRS)

• * *

• Licensee's lE-5 Rock UHRS

- ,._ Double All Fault Sources - lE-4 UHRS (g)

_.,_ Double All Fault Sources - Rock GMRS

• * *

• Double All Fault Sources - lE-5 Rock UHRS (g) 0.1 1 10 100 Frequency (Hz)

Estimated% change to GMRS when fault source contribution is doubled 3

- + - Licensee's 5% Damped GMRS 3

~ SSE 2

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]

c:

0

",tj

..."'

QI 2

I"\ _,._ RG 1.60 v

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... If' I t"'

VI QI c.

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I ..

-~

~'" .. ........

• **

• Plant-Level HCLPF Capacity Spectrum

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....... ...i '

"~"'"-. "" ..*, *..

~

f ,' ~,

~ ~

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~~

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"" ', ~ ~.,.. i-,o - + - Double Fault Source - 5% Damped GMRS (with site response) - used

,' -

_... .......

~ ~

- -I average% change of 28.5%

I 11

-~

• I 0

0.100 1.000 10.000 100.000 Frequency (Hz)

R2.1 Near-term Project Plan and Seismic Priorities December 5, 2014 Final Screening Letters for Conditional Plants Seismic Risk Evaluations (32 sites) , Spent Fuel Evaluations (-36 sites), Low Frequency Evaluations (2 sites) , and High Frequency Eval (?sites) , Expedited Approach Interim Action (-32 sites)

Letters {w/ Target Issuance Date)

Fitzpatrick Screen in letter (w/ OGC --- Target Dec 26) [FGV]

Requests for Additional Information Hatch (ML14a 18A007) [FGV] clarification call on Dec Q Licensee Calls or Emails Fitz atrick Screening Decision Call (Dec 2) [MFB]

Watts Bar 2 - walkdown CAP resolution status (Nov 19) [NJD]

Nine Mile. Point CLB Question Response [Licensee]

Update email to NEl/EPRI on current recommendation on WUS submittals (Dec 2) [NJD]

Robinson - status of the subsurface investigations and GMRS submittals (Jan 15)

Licensee Letters Acknowledgement Lotter of ESEP Exclusion for IPEEE sites ~JLD for issuance ML1431 OA033 Target Dec 5) [FGV, NJD]

Industry letter on GMRS changes (t!RR/APLA, DSEA, OGG for concurrence ML143078707 Target Doc 5)

[NJD, FGV]

Industry letter on limited scope evaluations (Target early February 2015) [TSO]

Bellefonte Response on Orders and 50.54(f) relief [Kuntz]

Communications and Briefing Activities Comm. Biweekly Input [NJD -> FGV in Nov/Dec]

Update Communication Plan following screening - ML14083A619 (Dec 15) [FGV]

Regional Biweekly Call on Inspection Activities [NJ D]

December 4 - Public Meeting on WUS Submittals [FGV]

January 22 - Public meeting on NTTF 2.1 Seismic Status [FGV]

Browns Ferry POP on Screening (Dec 15) [FGV]

Public meeting with NEI - Rec. 2.1 seismic status [NJD]

ESEP Prep [NJDJ ESEP Review Teams and Plan, Contract Decisions Oct/Nov 2014 [DTJ, NJD]

ESEP Training and discuss use of contractors Early November 2014 [MXJ , ~JRO/DSEA]

Monitor Interface with Flex Compliance and Rulemaking [NJD]

ESEP Staff Assessment Template -Oct/Nov 2014 [RER/NJD]

ESEP Staff Assessment Template_J LD review - Dec 2014 ESEP Review Approach or Audit Plan, if required - Dec 2014 [FGV)

ESEP SharePoint Review Technical Team Infrastructure - November- December 2014 [MXJ, DSEA]

ESEP review kickoff meeting - January 15, 2015 [MXJ, TBD]

Seismic Reevaluated Review Nine Mile Point seismic Hazard SA concurrence through JLD LA, PM, and OGC (Jan 2015) [FGV]

Establish SharePoint for Staff Assessments (Dec 5) [MXJ]

February through May 30, 2015 - Staff Assessment to JLD [Review Team]

May through August 30, 2015 - Staff Assessment to licensee [JLD PM Team]

. S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\Old Project Plan\R2.1 Seismic Project Plan Rev14 (December 2014).docx

Spent Fuel Pool Submittal Plan [MFB and Review Team]

NEI proposal planned (Feb 2015} [Mauer]

NEI drop - in with the NRC to discuss technical details (February 5) [Mauer, NJD)

NRC review of guidance High Frequency Submittal Plan [FGV and Review Team]

Consider Adding EPRI Document to ADAMS [NJD)

Technical staff should review and provide a summary [Kamal , Nilesh, Po?]

NEI proposal planned (Jan 2015) [Mauer]

Records Management (Documentation)

SUNSI Reviews for Walkdown Reports [?, FGV)

Outreach Letters Diablo Inspection Input [JMS, Review Team]

Site Visits NGA East Meeting Oct 28 and 29 [Seismic Experts]

Interface Issues Other licensee facilities (hazards for sites greater than 2 MWt - NIST, MIT, Missouri Rolla) [LKG]

Late Licensees Cooper - Kappa Error (February 2015 hazard supplement)

Robinson - public meeting to occur mid-January (February 2015 audit)

Oconee, VC Summer - SSHAC Level 2 (April 2015 - NRC decision on letter)

Bellefonte response letter NTTF 2.1 changes (no ESEP planned)

Infrastructure Cancel TAC FTE Budget review, CPA status sheets, and TAC coordination improvement [FGV)

NTTF 12.1 - Updates to the ROP guidelines (incorporate T l-188 from NTTF 2.3 Walkdowns , A-46 insights on anchorage condition etc) - Next Year NUREG on 2.1 and 2.3 lessons learned [NRO/NRR]

NTTF 2.1 Seismic Review Priorities Group 1 plants with differences (Risk Evaluations)

Group 2 plants with differences (Expedited Approach and Flex Interface)

Review plants that conditionally Screen-in (Expedited Approach and Flex Interface)

Development of Expedited Approach Guidance (Summer 201 4)

Review of Re-evaluated Hazards (Summer 2014 - Summer 2015)

Development of Submittals for High-Frequency and Spent Fuel Pool Evaluations (Fall 201 4/ Winter 2015)

Western Re-evaluated Hazards (Spring 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco DGH - Donnie Harrison DSH - David Heeszel LKG - Lauren Gibson DTJ - Diane Jackson MXJ - Mahmoud Jardaneh (MJ)

CGM - Cliff Munson RER - Ricardo Rodriguez FGV - Frankie Vega (on JLD Rotation 9/22/14 - 201501 ?)

SAW - Sheena Whaley

. S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\Old Project Plan\R2.1 Seismic Project Plan Rev1 4 (December 2014).docx

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Oocuments\ Project Plans\Old Project Plan\R2.1 Seismic Project Plan Rev14 (December 2014).docx

Completed/Closed Items Deferred :

Calvert Cliffs SPRA decision (Summer/i.::all 2015 SPRA decision)

~A Note to GEDO for review (Nov 10) [Mi.::B)

Completed ActM ties:

October 27 Public Meeting Summary [i.::GV]

Screening letters Clinton, Limerick, Salem , Surry, and Quad Cities Screen out Letter (ML14258A043, October 3, 2014) [Mi.::B]

Fort Calhoun Screen Out (ML14224A526, Sept 22) [Mi.::B]

Brunswick Screen Out (ML14231A964, Sept 17) [Mi.::B)

Cooper Screen In (ML14273A259, (XXX 24) [Mi.::B]

Review of Millstone, ,l\NO, Indian Point 3 Hardship Response ML14246A428 (w/ W. Dean Target Noi.'

24) l:~ffB]

RAls:

Group 1 RAI ML14268A516 [NJD, CGM, DSH)

Beaver Valley. (Issued ML14301A150 10/31/14) [i.::VG]

Bellefonte (Issued ML14301 A1 QQ 11/5/14) [P/G]

~rmi (ML141301A247) [i.::VG] issued Catawba (ML14303A192) [i.::VG, CGM] Technical staff to re*1ise RAI licensee letters Audit Plan of Millstone Calculations (Target Oct 22) [Mi.::B)

Audit Summary of Millstone Calculations (Issued Nov 20) [FGV]

Communications and Briefing Activities September 23 EDO Dry Run [JLO/DSEA Team)

October 7 Commission Meeting [JLD/DSEA Team]

Briefing Book [Mi.::B/DSEA]

Slides [Mi.::B/DSEA]

SECY Input provided for Sept 2014 [NJD]

Indian Point Unit 3 DORL and Regional Briefing on Priority [Mi.::B, NJD] (Target Nov 12)

DORL Comm Ostendorff Brief on Watts Bar 2 (Nov 24@ 2:15) [SAW, NJD]

Outreach Support Limerick Public Stakeholder Response Letter (Target Sept 30) [NJD]

International IAEA DS4QO Charter (due Oct 13) [Bill Orders and ~JJD comments]

Tai*.van Input to Region II (due Oct 2) [NJD and LKG]

Taiwan Bilateral (Oct 14) [~JJD and LKG]

Site Visits Palo Verde Field \11/ork Sept 15 through Sept 18 [DSH]

Robinson Field Work through Oct 30 [NJ D or DSEA]

NGA East Meeting Oct 28 and 29 [Seismic Experts]

Resent licensee Calls or Emails i.::itzpatrick Letter agreement on timeline (Target Oct 2~ [Mi.::B]

DC Cook letter clarifying correction (Target Oct 29) [NJD]

Oyster Creek call following do*1elopment of screening letter [NJO]

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Br01+vns Ferry call (mid Nov) [Joint DSENJLD call to TVA]

Calvert Call on Screening (Deferred until 2015)

Indian Point Screening Decision Call (Target Mov 1a) [MFB, NJD]

Browns Ferry call (mid Nov) [Joint DSENJLD call to TVA]

NEI obtain ESEP template example (Target Nov 1a) [NJD]

DC Cook Letter (target 11 /26) [Licensee]

~

Comments on ESEP Training Agenda (Oct 17)

Development of Slides and Speakers from JLD for Training (Oct 17)

ESEP NRR Alignment Meeting (Nov 5)

SeismiG Ree\'aluated: Re*1iew Public Meeting Notice for October 27 (Oct 17) [NJD]

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\Old Project Plan\R2.1 Seismic Project Plan Rev14 (December 2014).docx

Pie-Becisio11al I, ifOJ II idt1Ui I R2.1 Near-term Seismic Project Plan June 4, 2015 Expected Seismic Evaluation Summary (includes WUS)

Seismic Hazard Reviews (62 sites), Expedited Approach Interim Action (34 sites) . Seismic. Risk Evaluations (32 sites) , Spent Fuel. Evaluations (44 sites), Low Freq. Evaluations (2 sites) , and High Freq . Eval (56 sites)

Licensee Letters Issue Vermont Yankee Response Letter on 50.54(f) (June 1) [FVG]

Update SPRA Alternatives and/or Relief Letter (TBD) [NJD]

Draft Endorsement Letter for HF implementing guidance (July 15, 2015)

Cooper Screening Letter (Summer) [FVG] RAI Response uune 23) [Licensee]

Duke Fleet Letter I Public Meeting - Oconee and Robinson Delays (July) [?]

vities NRC Public Meeting Slides on SPRAs, Appendix H, Limited Evaluations (May 21) [NJD/FVG]

IAEA Seismic Working Group Meeting (June 10-11) [DSEA]

Diablo Canyon, Watts Bar, and Indian Point Briefing Sheet (Check IP End-of-Cycle Dates) [FVG]

Diablo Canyon End-of-Cycle (June 24) [HQ Attendees : Bowen, MKS]

Columbia End-of-Cycle (July 20) [HQ Attendees: ?]

Planned Licensee Calls or Emails ESEP Batch 2 clarifying emails and calls (May 15?) [SW , NRC Team]

IPEEE HF Confirm or HF confirmation path forward for IPEEE sites Brunswick, Hope Creek (Spring 2015) [NJD] .

WUS Seismic Hazards Status [NJD, FGVJ Columbia Public Meeting (Jun 4) [FVG]

Palo Verde Public Meeting (June 9) [FVG]

Issue Diablo Expedited Approach Response Letter (June 17) [FVG]

ESEP Response Letter for. Diablo Canyon (June 30) [DSEA, NJD]

CEUS Seismic Hazard Status -TAC: ME5221 CFVG, TGJ Group 1 (SA issued 7 of 10)

Watts Bar 2 - SA Hazard, ESEP RAI [licensee] , and OL Appendix write-ups to OGC (June 1) [TG, NJD]

Oconee SA or RAI (June 15) [DSEA], Robinson GMRS (July 17) [licensee]

Group 2 (SA issued 7 of 10)

Fermi Response (June. 5) [licensee, FVG], Beaver. Valley Response (June. 30) [licensee}

VC Summer Staff Assessment (June 15) [DSEA]

Group 3 (SA drafted 5 of 11 due, 1 SA with JLD - issue by August 30 [pSEA]

Screen out (SA drafted 6 of 28, 1 SA with JLD) (August 6) [DSEA]

Issue Pilgrim, Dresden, and LaSalle (Group 2) letters (June 12) [SW]

Spreadsheet for Response letters received and added to public ADAMS - 7 of 12 [SW]

Technical Concurrence Emails - O of 12 (June 1) [DSEA Team]

Draft Letters in concurrence 1 of 12 (June 1)

RAI response Watts Bar (late) Summer (?) Fermi (June 2) Catawba (July 2) [licensee]

Issue ? (June 30)

Batch 2 Questions to Licensees - 9 of 12 (June 1) [SW]

High Frequency Reviews -TAC: ME5680 [SW, NJDJ NRG HF Guidanee Seetion 4.6 and 4.7 Comments to NEI (June 3) [SW]

Issue. Meeting Notice. (June 8) [SW}

Technical Staff Meeting (June 9) [DSEA Team , SW]

NRC Slides and Staff Comments to NEI (June 16) [DSEA Team, SW, NJD]

Public Meeting (June 18) [NJD]

Draft Staff Endorsement Letter (July 15)

S:\ FOIAPA-2015-00294\W ithhold in Entirety\Working Documents\Project Plans\R2.1 Seismic Project Plan (June 2015)

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P1 c 8cci ~iu11al l11fo1"1aiio11 Issue Staff Endorsement Letter (August 2015)

Spent Fuel Pool Reviews [NJDJ NEI to propose path-forward to move forward on spent fuel pool (May 21 ) [NJD, NEI]

Development of SFP approach continuing (Spring/ Summer 2015)

Prepare for. Staff Endorsement Letter (August - December 2015)

Rulemaking Guidance for Seismic-TAC: MF4722 [MKS, NJD, Richie, NRC Team]

ACRS (June 1O - 10:30)

Commission Meeting (July 9 - 9:00)

Draft Rule and Guidance for Public Comment (July 2015)

Target for ISG. or Appendix H Completion (October 2015) [NEI]

Endorsement of ISG or App H (Dec 2015)

SPRA Alternatives or Relief [Review Team, NJDJ Update Draft NRC Letter on SPRA Relief or Alternatives (June 5) [NJDJ Public Meeting on SPRA Feedback (July 14 or 15) [NRC Team]

Issuance. of SPRA Relief Letter (August 2015) [NJD]

Low Frequency Evaluations (2 Sites)

Farley and Oyster Creek - Check-in with Licensees (June 2015) [TBD)

Research, Test, or Reactors Undergoing Decommissioning Audit of NIST, MIT, Missouri. Rolla (Ongoing - 1 year target) [JMS, TGV, NRRJ VY Closure Letter. on 50.54(f) (May 30) [FVG]

Contentions or Petitions Related to R2.1 Seismic Diablo - defacto license amendment, license renewal, SSHAC [Uttal, Roth, Lindell]

Watts Bar 2 - ESEP reevaluated hazard contention [Roth] - dismissed 2.206 petitions on hydraulic tracking (all plants) and. Columbia seismic hazard on jet nozzle. [DORL]

Infrastructure FTE Budget review, CPA status sheets, and TAC coordination improvement (ongoing) [NJD]

NTIF 12.1 (ROP updates) & NUREG - insights from Tl-188, 2.3 Walkdowns, 2.1 Interim Actions, A-46 Review of delayed walkdown Items and Reports [REA] (Status?)

OMS Clearance Renew [Profitt]

Periodic Calls or Inputs Comm. Biweekly Input I JLD Weekly Highlights [FGV)

Regional Biweekly Call on Inspection Activities [NJD]

Monthly Progress update to EPM [NJD]

NTIF 2.1 Seismic Priorities.

Issue CEUS SAs on re-evaluated. hazards. (May 2015 - Oct 2015)

Rulemaking Guidance (Spring 2015)

Pathforward for High-Frequency Submittals (Spring 2015)

Regulatory Decisions Associated with Alternatives to SPRAs (Spring 2015)

Pathforward for Spent Fuel Pool Submittals (Spring/Summer 2015)

Western Re-evaluated Hazard Review (Spring 2015 - Summer 2016)

Issue Letters on ESEP reviews (Summer 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco DTJ - Diane Jackson BEH - Britt Hill FGV - Frankie Vega BH - Barbara Hayes SW - Steve Wyman DGH - Donnie Harrison CGM - Cliff Munson TG - T ekia Govan DSH - David Heeszel REA - Ricardo Rodriguez JMS -Joe Sebrosky LKG - Lauren Gibson MKS - Mohamed Shams SDG - Stephanie Devlin-Gill S:\ FOIAPA-2015-00294\W ithhold in Entirety\Working Documents\Project Plans\R2.1 Seismic Project Plan (June 2015)

RevO.docx

f!te-eecisiu11ai h1fo,1iialio11 Completed Since 5-18-15 ACRS Meeting on Rulemaking (May 6)

Rulemaking and HF Scope Drop in (May 7)

White Sheet (May 8)

Diablo Canyon April 28 Meeting Summary (May 20) - IR~u ir s OGC, OPA an Draft Public Meeting Slide. (May 7) [NJD]

. * .. .

OGG Alignment (May 20) [NJD , SW]

Columbia Focus Area Questions (May 21) [Dogan , DSEA Team]

Palo Verde Focus Area Questions (May 2) [Alice, DSEA Team]

Diablo Can>'.on RAI on model benchmarking (May 28 CGM]

Western Screening and Interim Evaluation Review Letter DEDO/NRA/ET R-IV Brief (May 5) [NRG Team]

DSEA/JLD concurrence (May 6) [DSEA Team]

Update Seismic Communication Timeline (Ongoing) [FGV, NJDJ Target Issuance & Press Release (May 12) [NJD, Burnell]

Columbia SSHAC Information (May 7) [NJD]

NRR/ Region IV Briefing on Screening Request (May 5) [NJD]

Public Meeting Summaries for March 30 and 31 [SW)

Implement WUS Communication Plan [NRG Team]

Indian Point Hazard SA (May 15 [FVG].

POP on Regulatory Commitments for Modifications (April 30) [NJD]

Completed Since 4-21-15 Diablo Canyon Public Meeting_(_April 28) [NJD]

Issued Group 1 SAs for 6 of 1O Issued Group 2 SAs for 6 of 1O Issue Cooper IPEEE RAls (April 29) [FVG]

Continuous WUS Coordination , Information needs, Public meetings, and screening URdates [NJD)

Fermi request for update letter on hazard April 3Q) [FVG], Cooper RAI Call {April 30) [FVG]

Oconee, VC Summer, Robinson Supplements (Apr 30) [licensee]

Clarification to Staff on ESEP Scope (separate from SPRA or Rulemaking Decisions (May 8) [SW, DTJ]

NEI Updates on HF template sections (Received - April 27 SPRA NRR/ DSEA/JLD Management Meeting (AP.ril 24)

Completed Since 4-9-15 Completed Batch 1 Questions to Licensees (Issued 12 of 12 (April 10) [SW]

Region I Briefing (April 9) [NJD]

NRR ET Brief on SPRA Path-forward (April 13)

Review of Interim Evaluations for Diablo and Columbia (March 25) [NJD , Review Team]

Palo Verde Supplemental letter received{April 10) [licensee]

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\Project Plans\ R2.1 Seismic Project Plan (June 2015)

RevO.docx P'te ~ l3eci sio11al 111io1:: :atio1 ~

6U6 P1 e dccisio::al lnfen . :titil!lll R2.1 Near-term Seismic Project Plan May 4, 2015 Expected Seismic Evaluation Summary (includes WUS)

Seismic Hazard Reviews (62 sites), Expedited Approach Interim Action (34 sites) , Seismic Risk Evaluations (32 sites) , Spent Fuel. Evaluations (44 sites), Low Freq .. Evaluations (2 sites) , and High Freq. Eval (56 sites)

Licensee Letters Western Screening and Interim Evaluation Review Letter DEDO/NRR/ET R-IV Brief (May 5) [NRC Team]

DSEA/JLD concurrence (May 6) [DSEA Team)

Draft SPRA Alternatives and/or Relief Letter (Q2 2015) [NJD]

Cooper Screening Letter (Summer) [FVG]

Communications, Outreach, and Briefing Activities Implement WUS Communication Plan [NRC Team]

Public Meeting Summaries for March 30 and 31 [SW , NJD]

NRC Public Meeting Slides on SPRAs and Appendix H (May 21 ) [NJD/FVG]

IAEA Seismic Working Group Meeting (June 10-11) [DSEA]

Diablo Canyon, Watts Bar, and Indian Point Briefing Sheet (Check IP End-of-Cycle Dates) [FVG)

Diablo Canyon End-of-Cycle (June 24) [current names: Flanders, MKS, Kamal, Yong ,]

Planned Licensee Calls or Emails ESEP Batch 2 clarif ing emails and calls (M.Ey--12) [SW, NRC Team]

IPEEE HF Confirm or HF confirmation path forward for IPEEE sites Brunswick, Hope Creek (Spring 2015) [NJD]

WUS Seismic Hazards [NJD, FGVJ Update Seismic Communication Timeline (Ongoing) [FGV, NJD]

Columbia SSHAC Information (May 7) [NJD)

NRR/ Region IV Briefing on Screening Request (May 5) [NJD)

Target Issuance & Press Release (May 12) [NJD , Burnell)

Columbia Focus Area Questions (May 21) [Dogan, DSEA Team]

Columbia Public Meeting (Jun 4) [FVG]

Palo Verde Public Meeting (June 9) [FVG]

ESEP Response Letter for Diablo Canyon (June 30) [DSEA, NJD)

CEUS Seismic Hazard Status [FVG. TGJ Group 1 (SA issued 6 of 1Odue May 30, 8 SAs with JLD)

Watts Bar 2- OGC requiring Hazard, ESEP, and OL SSER Appendix write-ups (June 1) [TG]

Indian Point (May 15) [FVG], Oconee, Robinson Staff Assessment Input (June 15) [DSEA]

Group 2 (SA issued 7 of 10 due June 30, 6 SA with JLD)

Fermi Response ~une 5) [licensee, FVG]. VC Summer Staff Assessment (June 15) [DSEA)

Beaver Valley Response (TBD) [NJD]

Group 3 (SA drafted 5 oLll) (June 1) [DSEA]

Screen out (SA drafted 6 of 28, 1 SA with JLD) (August 6). [DSEA]

ESEP Review Status [SWJ POP on Regulatory Commitments for Modifications (April 30) [SW]

Batch 1 Responses added to public ADAMS - 2 of 12 (May §) [SW]

Batch 1 Draft Cover letters, Draft Technical Concurrence Email - checklists May 7 [SW , Review Team]

Batch 2 Questions to Licensees - 6 of 12 (May 15) [SW]

Batch 1 Technical Concurrence. Emails - 0 of 12 (May 25) [DSEA]

Batch 1 Cover letter to Licensees - O of 12 (May 30) [SW , NJD]

Public Meeting (May 21)

S:\ FOIAPA-2015-00294\W ithhold in Entirety\Working Documents\ Project Plans\R2.1 Seismic Project Plan (May 2015)

Rev.docx 0 ' 'Q Pr@ iel!lil!lil!lll8:l IJR1fe1n:ettien

000 Pl e-aeCISIUf ISi ii 116111 tatlur I Prepare for Staff Endorsement Letter (August 2015)

Spent Fuel Pool Reviews [NJDJ NEI to propose path-forward to move forward on spent fuel pool (May 21 ) [NJD , NEI]

Development of SFP approach continuing (Spring/Summer 2015)

Prepare for Staff Endorsement Letter (August - December 2015)

Rulemaking Guidance for Seismic [MKS, NJD, Richie, NRC. Team]

ACAS Meeting on Rulemaking (May 6)

Rulemaking and HF Scope Drop-in (May 7)

White Sheet (May 8)

Target for Appendix H (TBD - ?June 1?) [NEI]

Commission Meeting (July 9)

Draft Rule and Guidance for Public Comment (July 9)

SPRA Alternatives or Relief [Review Team, NJDJ Draft Public Meeting Slide (May 7) [NJD]

NRC Slides on SPRA Relief or Alternatices (May 15) [NJD]

NRG Letter on SPRA Relief or Alternatices (May 30) [NJD]

Potential NEI alternative approach to SPRA through MSSR (Spring/Summer 2015)

Low Frequency Evaluations (2 Sites)

Farley and Oyster Creek - Check-in with Licensees (May 2015)

Research, Test, or Reactors Undergoing Decommissioning Audit of NIST, MIT, Missouri Rolla (Ongoing - 1 year target} [JMS, TGV, NRR]

VY Closure Letter on 50.54(f) (May 30) [FVG]

Contentions or Petitions Related to R2.1 Seismic Diablo - defacto license amendment, license renewal, SSHAC [Uttal, Roth, Lindell]

Watts Bar 2 - ESEP reevaluated hazard concern [Roth] 2.206 petition on hydraulic tracking [DORL]

Infrastructure FTE Budget review, CPA status sheets, and TAC coordination improvement (ongoing) [NJD]

NTTF 12.1 (ROP updates) & NU REG - insights. from Tl-188, 2.3 Walkdowns, 2.1. Interim Actions,. A-46.

Review of delayed walkdown Items and Reports [RER) (Status?)

OMB Clearance Renew [Profitt]

Periodic Calls or. Inputs Comm. Biweekly Input I JLD Weekly Highlights [FGV]

Regional Biweekly. Call on. Inspection. Activities [NJD)

Monthly Progress update to EPM [NJD]

NTIF 2.1 Seismic Priorities Issue CEUS SAs on re-evaluated hazards (May 2015 - Oct 2015)

Rulemaking Guidance (Spring 2015}

Pathforward for High-Frequency Submittals (Spring 2015)

Regulatory Decisions Associated with Alternatives to SPRAs (Spring 2015)

Pathforward for Spent Fuel Pool Submittals (Spring/Summer 2015)

Western Re-evaluated Hazard Review (Spring 2015 - Summer 2016)

Issue Letters on ESEP reviews (Summer 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco LKG - Lauren Gibson RER - Ricardo Rodriguez FGV - Frankie Vega DTJ - Diane Jackson MKS - Mohamed Shams DGH - Donnie Harrison MXJ - Mahmoud Jardaneh BEH - Britt Hill DSH - David Heeszel CGM - Cliff Munson SW - Steve Wyman S:\ FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\R2. 1 Seismic Project Plan (May 2015)

Rev.docx SUS Pie dccisi011a! l.rfe11::i:Mi8!'l

OUO P1 c elceieie1 :sl lpijf!!lrRilatiiR TG - Tekia Govan JMS -Joe Sebrosky Completed Since 4-21 -15 Diablo Canyon Public Meeting (April 28) [NJD]

Issued Group 1 SAs. for 6. of 1O.

Issued Group 2 SAs for 6 of 1o Issue Cooper IPEEE RAls (April 29) [FVG]

Continuous WUS Coordination , Information needs, Public meetings, and screening updates [NJD]

Fermi request for update letter on hazard (April 30) [FVG], Cooper RAI Call (April 30) [FVG]

Oconee, VC Summer, Robinson Supplements ~pr 3Q) [licensee]

Clarification to Staff on ESEP Scope (separate from SPRA or Rulemaking Decisions {May 8) SW, OTJ]

NEI Updates on HF template sections (Received - April 27)

SPRA NRR/DSEA/JLD Management Meeting (April 24)

Completed Since 4-9-15 Completed Batch 1 Questions to Licensees (Issued 12 of 1~ (April 10) [SW]

Region I Briefing. (April. 9) [NJD]

NRR ET Brief on SPRA Path-forward (April 13).

Review of Interim Evaluations for Diablo and Columbia (March 25) [NJD, Review Team]

Palo Verde Supplemental letter received(April 10) [licensee]

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\Project Plans\R2. 1 Seismic Project Plan (May 2015)

Rev.docx Ob:JO Pre QQ?i" iaaaf lp fmm 3Hg o

Pl e-Dee1s1ur 1a1 ii 11mmat1ar1 R2.1 Near-term Seismic Project Plan May 19, 2015 Expected Seismic Evaluation Summary (includes WUS)

Seismic Hazard Reviews (62 sites), Expedited Approach interim Action (34 sites) . Seismic. Risk Evaluations (32 sites), Spent Fuel. Evaluations (44 sites), Low Freq. Evaluations (2 sites) , and High Freq. Eval (56 sites)

Licensee Letters Draft SPRA Alternatives and/or Relief Letter (May 27, 2015) [NJD]

Draft Endorsement Letter for HF implementing guidance (.luly 15, 2015)

Draft Diablo Expedited Approach Response Lett.fil_(June 1 [FVG]

Draft Vermont Yankee Response Letter on 50.54(f) (June 1) [FVG]

Cooper Screening Letter (Summer) [FVG]

Duke Fleet Letter I Public Meeting - Oconee and Robinson Delays (August 30) [?]

NRG Public Meeting Slides on SPRAs, Appendix H, Limited Evaluations (May 21 ). [NJD/FVG]

IAEA Seismic Working Group Meeting GJune. 10-11) [DSEA]

Diablo Canyon April 28 Meeting Summary (May 20) - ~uires OGC, OPA, and R-IV review [FVG]

Diablo Canyon, Watts Bar, and Indian Point Briefing Sheet (Check IP End-of-Cycle Dates) [FVG]

Diablo Canyon End-of-Cycle (June 24) (HQ Attendees: Bowen, MKS]

Columbia End-of-Cycle (July 20) [HQ Attendees: ?]

Planned Licensee Calls or Emails ESEP Batch 2 clarifying emails and calls (May 15?) [SW, NRG Team]

IPEEE HF Confirm or HF confirmation path forward for IPEEE sites Brunswick, Hope Creek (Spring 2015) [NJD]

WUS Seismic Hazards (NJD, FGVJ Diablo Canyon RAI on model benchmarking (May 20) [CGM]

Columbia Focus Area Questions (May 21) [Dogan, DSEA Team]

Columbia Public Meeting (Jun 4) [FVG]

Palo Verde Focus Area Questions (May 2) [Alice, DSEA Team]

Palo Verde Public Meeting (June 9) [FVG]

ESEP Response Letter for Diablo Canyon (June 30) [DSEA, NJD]

CEUS Seismic Hazard Status -TAC: ME5221 [FVG, TGJ Group l (SA issued 7 of 10)

Watts Bar 2 - SA Hazard, ESEP RAI Oicensee] , and OL Appendix write-ups to OGG (June 1) (TG, NJDJI Oconee SA or RAI (June 15) [DSEA], Robinson GMRS (July 17) [licensee]

Group 2 (SA issued 7 of 1O)

Fermi Response (June 5) [licensee, FVG], Beaver Valley Response (June 30) [licensee]

VC Summer Staff Assessment ~une 15) [DSEA]

Group 3. (SA drafted 5 of 11 due, 1 SA with JLD - issue by August 30 [DSEA]

Screen out (SA drafted 6 of 28, 1 SA with JLD) (August 6) [DSEA]

OGC Alignment (May 20) [NJD, SW]

Responses received and added to public ADAMS - 7 of 12 [SW]

Technical Concurrence Emails - O of 12 (June 1) [DSEA Team]

Draft Letters in concurrence 1 of 12 (June 1)

RAI response Watts Bar (late) Summer (?) Fermi (June 2) Catawba (July 2) [licensee]

Issue Pilgrim, Dresden, and LaSalle (Group 2) letters (June 12) [SW]

Issue ? (June 30).

Batch 2 Questions to Licensees - 9 of 12 (June 1) [SW]

High Frequency Reviews -TAC: ME5680 [SW, NJDJ NRC HF Guidance comments (May_2.Q) [SW]

S:\ FOIAPA-2015-00294\Withhold in Entirety\Working Documents\ Project Plans\R2.1 Seismic Project Plan (May 2015)

Rev2.docx Pft!-0&61§161 idi ii iibfl I la1IU1 i

F1e Bcci ....io11ttl h~f1!Hr>R8ti qr Public Meeting (May 21 )

Issue Staff Endorsement Letter (August 2015)

Spent Fuel Pool Reviews CNJDJ NEI to propose path-forward to move forward on spent fuel pool (May 21 ) [NJD, NEI]

Development of SFP approach continuing (Spring/Summer 2015)

Prepare for Staff Endorsement Letter (August - December 2015)

Rulemaking Guidance for Seismic-TAC: MF4722 [MKS, NJD, Richie, NRC Team]

Commission Meeting (July 9)

Draft Rule and Guidance for Public Comment (July 2015)

Target for Appendix H (October 2015) [NEI]

SPRA Alternat ives or Relief [Review Team, NJDJ Draft Publio Meeting Slide (May 7) [NJD]

NRG Slides on SPRA Relief or Alternatives ~Y 15) [NJD]

Update Draft NRC Letter on SPRA Relief or Alternatives (May.lQl._[NJD]

Support Final June X Public Meeting on SPRA Feedback (June X) [NRC Team]

Issuance of SPRA Relief Letter (August 2015) [NJD)

Low Frequen cy Evaluations (2 Sites)

Farley and Oyster Creek - Check-in with Licensees (June 2015) [TBD]

Research, Test. or Reactors Undergoing_ Decommissioning Audit of NIST, MIT, Missouri Rolla (Ongoing - 1 year target) [JMS, TGV, NRR]

VY Closure Letter on 50.54(f) (May 30) (FVG]

Contentions or Petitions Related to R2.1 Seismic Diablo - defacto license amendment, license renewal, SSHAC [Uttal, Roth, Lindell)

Watts Bar 2 - ESEP reevaluated hazard contention [Roth] - dismissed 2.206 petitions on hydraulic tracking (all plants) and Columbia seismic hazard on j et nozzle [DORL]

Inf rastructure FTE Budget review, CPA status sheets, and TAC coordination improvement (ongoing) [NJD]

NTTF 12.1 (ROP updates) & NUREG - insights from Tl-188, 2.3 Walkdowns, 2.1 Interim Actions, A-46 Review of delayed walkdown Items and Reports [RER] (Status?)

OMS Clearance Renew [Profitt]

Periodic Calls or Inputs Comm . Biweekly Input I JLD Weekly Highlights [FGV]

Regional Biweekly Call on Inspection Activities [NJD]

Monthly Progress update to EPM [NJD)

NTTF 2.1 Seismic Priorities Issue CEUS SAs on re-evaluated hazards (May 2015 - Oct 2015)

Rulemaking Guidance (Spring 2015)

Pathforward for High-Frequency Submittals (Spring 2015)

Regulatory Decisions Associated with Alternatives to SPRAs (Spring 2015)

Pathforward for Spent Fuel Pool Submittals (Spring/Summer 2015)

Western Re-evaluated Hazard Review (Spring 2015 - Summer 2016)

Issue Letters on ESEP reviews (Summer 2015 - Summer 2016)

Initials NJD - Nick DiFrancesco DTJ - Diane Jackson BEH - Britt Hill FGV - Frankie Vega BH - Barbara Hayes SW - Steve Wyman DGH - Donnie Harrison CGM - Cliff Munson TG - Tekia Govan DSH - David Heeszel REA - Ricardo Rodriguez JMS-Joe Sebrosky LKG - Lauren Gibson MKS - Mohamed Shams SDG - Stephanie Devlin-Gill S:\ FOIAPA-2015-00294\W ithhold in Entirety\Working Documents\ Project Plans\R2.1 Seismic Project Plan (May 2015)

Rev2.docx 12n Decisional lnfp rmation

Pre Qaaisis11al l::ferl'l:ettie11 Completed Since 5-18-15 ACRS Meeting on Rulemaking (May 6)

Rulemaking and HF Scope Drop in (May 7)

White Sheet (May 8)

Western Screening and Interim Evaluation Review Letter DEDO/NRR/ET R-IV Brief (May 5) [NRC Team]

DSEA/JLD concurrence. (May 6) [DSEA Team]

Update Seismic Communication Timeline (Ongoing) (FGV, NJD]

Target Issuance & Press Release (May 12) [NJD, Burnell]

Columbia SSHAC Information (May 7) [NJD]

NRR/ Region IV Briefing on Screening Request (May 5) [NJD]

Public Meeting Summaries for March 30 and 31 [SW]

Implement WUS Communication Plan [NRC Team]

Indian Point Hazard SA (May 15) [FVG],

POP on Regulatory Commitments for Modifications (April 30) [NJD]

Completed Since 4-21-15 Diablo Canyon Public Meeting (April 28) (NJD]

Issued Group 1 SAs for 6 of 1O Issued Group 2 SAs for 6 of 1O Issue Cooper IPEEE RAls (April 29) [FVG]

Continuous WUS Coordination, Information needs, Public meetings, and screening updates [NJD]

Fermi request for update letter on hazard (April 30) (FVG], Cooper RAI Call (April 30) (FVG]

Oconee, VC Summer, Robinson Supplements (Apr 3q) [licensee]

Clarification to Staff on ESEP Scope (separate from SPRA or Rulemaking Decisions (May_fil (SW, OTJ]

NEI Updates on HF template sections (Received- April 27)

SPRA NRR/ DSEA/JLD Management Meeting April 24)

Completed Since 4-9-15 Completed Batch 1 Questions to Licensees (Issued 12 of 12) (April 10) (SW]

Region I Briefing (April 9) [NJD]

NRR ET Brief on SPRA Path-forward (April 13)

Review of Interim Evaluations for Diablo and Columbia (March 25) (NJD , Review Team]

Palo Verde Supplemental letter received(April 10) [licensee]

S:\FOIAPA-2015-00294\Withhold in Entirety\Working Documents\Project Plans\ R2. 1 Seismic Project Plan (May 2015)

Rev2.docx FIG* Bcisio::al I: :f8f:5lil8ti&P

Magnitude Recurrence Models:

DCPP Seismic Source Characterization Cliff arid Jon Sources: Norm Lecture Notes, McGuire EERI Mc)nograph, Kramer Geotechnical EE, DCPP SSHAC

Review

• Seismic activity of a fault or source zone is expressed through magnitude recurrence relation (magnitude-frequency distribution MFD)

• Magnitude recurrence relationship describes the average rate at which earthquakes with magnitudes, M, greater than or equal to a specified magnitude, m, occur on a source M x llM(m) = VMmin fM(m)dm

~

• Need activity rate or rate of earth akes above a minimum magnitude and magnitude PDF

Motivation

• For PSHA hazard curve~ we also need activity rate and magnitude P[)F

- For single source ff Mmax rmax A(SA > x) = vMmin P(SA > xlm, r)fM(m)fR(r)drdm MminO

- Discretize magnitude and distance PDFs to get probability mass functions (PMFs)

Magnitude Recurrence Models

• Commonly used magnitude recurrence models

- Truncated exponential

- Simple Characteristic earthquake or maximum magnitude

- Composite (exponential+ characteristic, WAACY)

• Exponential model used for large regions such as areal source zones where hazarcj is not controlled by one particular fault and we ha\le historical seismicity data

• Characteristic and composite models used for individual faults often base~d on geologic data

- Exponential model can als<J be used with geologic data

Magnitude PDFs 2.0 ~---.....------------------~

\

1.8 \

\

1.6 \ITruncated exponential I

\

1.4 \

\

\

1.2

-E M min=S

\

\

-

.......~

1.0 M max=7.5 \ I Simple Characteristic I:

0.8 \

\

\

0.6 \

\

\

\

0.4 ~

~

0.2 1.-C

-_o_m_p_o_s_it_e_C_&_Y_1_9_8_5__,I"""""'.,.

..

0.0 1------------=:::=:=:!.=...:-=.:-=.-.-L---J_

4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 Magnitude

Magnitude Recurrence - Truncated Exponential

• Truncated exponential ~trobability density function (PDF) pe-f3(m-Mmin) f M(m) =1- e-f3(Mmax-Mmin)

• Activity rate from seismicity data v . == eCa-PMmin)

Mmin

Magnitude Recurrence: Truncated Exponential -

Constrained by Constant Seismicity I After Youngs and Coppersmith (1985) I

-E 0.1 ~

~

a=4 b=l

'..:

Mmin=4 Q)

(.)

c

\ v Mmin=l per yr Q) \

~

"""" 0.01 \

(.)

\

Q) \

a: \

\

Q)

'"O Mmax=6 \

.ac 0.001 \

I *.. Mmax=B Q) I

~ I

~ 1 Mmax=7 I

0.0001 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 Magnitude

Activity Rate from Geologic Data

• Use fault slip rate to estiimate activity rate

- Important for active tectonic settings such as WUS

• Useful when there is little recorded data on earthquake occurrence

• Assumptions

- All observed slip is consicJered seismic slip (no creep!)

- Slip rate represents an a'1erage value which is assumed to be applicabhe to future time period

- Surface measurements are assumed to represent slip rate at seismogenic depths along the entire length of fault

Fault in Equilibrium

• Assume rate of moment re~lease = rate of moment accumulation

• Rate of moment release= mean moment per earthquake x activity rate Mo eqk VMmin = VMMin Mo(m)fM(m)dm

• Rate of moment accumulation: µAS

• Activity Rate

Magnitude Recurrence: Truncated Exponential Model. Constrained. by Constant. Moment. Rate I After Youngs and Coppersmith (1985)

--E Slip rate= 2 mm/yr z L=400 km and W=lS km Q) 1 A=6000 km 2 u

c M min=4 Q) lo...

lo...

>

u 0.1 M max=7 Q) a: \ v Mmin= 5.2 per y r Q)

"'O

>

.......

.. .. \

.,..

0.01 I " *.

I M max=6 I M max=8 VMmin= 17.6 per yr I I v Mmin= 1.6 per yr 0.001 I I

I I

0.0001 _.,__,,......_.........,...............,.._.........................__.,_.........................,...,....,......._.........................,.._.........................__...........

4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 Magnitude

Magnitude Recurrence: Characteristic Mo del1

• Characteristic earthqual<e model developed by Schwartz and Coppersmiith {1985)

- Individual faults tend to ;generate same size (within Yi magnitude unit) charact<<~ristic earthquake

- Define fault segments (or sections) of major faults allowing for single segm<<~nt rupture to multiple-segment fault(s) rupture~s (e.g. "cascading" scenarios for splay and complex ruptures)

- Define density function as either uniform or truncated normal with narrow ran~~e of magnitudes (1/2 or 1)

Magnitude Recurrence: Composite Model C&Y (1985)

• Combine truncated exponential and characteristic model (oungs and Coppersmith, 1985)

- Assume exponential ur1til Mc-0.25 and uniform distribution for a magn1itude width of 0.5

- Constant parameter y lJsed to allocate amount of seismic moment released through smaller magnitude events and characteristic earthquakes (area under PDF= 1)

Magnitude Recurrence: Composite Model C&Y (1985)

• PDF for exponential pc>rtion: mmin < m <me - 0.25 pe-fl(m-mmin) f M(m) = 1 _ e-J1(mc-mmin-0.25) y

• PDF for characteristic JJOrtion: m e - 0.25 < m <me +

0.25 f3 e-P(m.c-mmin-1.2s) f M(m) = 1 - e-fl(mc-mmin-0.25) y

_ 1 d p e-P(mc-mmin-1.25)

Y- 1 +C an c == 1- e-/3 cmc-m min-0.25) o.5

Magnitude Recurrence: Tr.Exp, Char., and Composite Models. using Geologic Data.

10 1

.....--------------------------------------------------+-

[ After Youngs and Coppersmith (1985)

-

E 10°

-zQ)

Slip rate =2 mm/yr L=400 km and W=l S km u A=6000 km 2 c

Q) 10- 1

~

~

J u

Q) a:

Q) 10- 2 I Truncated exponential l

'"O

J

-t-J

c CJ)

' .......

ctS

~ 10-3 I Composite C& Y 198S t . . . . . __

--- _ -c.. 1Simple Characte ri stic l

"" '*'\.

\

10- .....___..._______________________...______.______________ \ .......

4 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5 9.0 Magnitude

Magnitude Distribution Models- DCPP

• Four earthquake magr1itude frequency distributions used in DCPP SSC 1

- Truncated exponential (0.2) for longer (> 100 km) rupture sources (Cat Bl

- Simplified maximum m1odel (Wesnousky et al.,

1983) for complex and splay ruptures

- Youngs and Coppersmith {1985) composite model for shorter(< 100 km) rupture sources (Cat A)

- New composite model called WAACY (0.8) for longer(> 100 km) rupt1ure sources (Cat B)

(a) Truncated ExpoMnual

..,_

I G.lllllllt 5 S$

(b) Simplified Maximum Magnitude

• !

l

"

I (c) Char act erb tlc Earthquake

.

l

.. (d ) WAACY I!

..

i

!

lk "

Schematic Diagrams of Magnitude IJ i

"

Probability Density Functions Used in the Diablo Canyon SSC Model Pacilic Gn OCPP SSC REPORT

~d Eledric: Com~ny F1911re 10*1

~~~~~~~~~~~~~~~~--'-"--'-~~~~~~~~-'-~~~~~--'

(a) Category A

~-s:~~~n:;:=n:..

~

Magnitude POFs*

~In h o.ablo~SSC lllOdEI ~A Characteristic Earthquake Npllff~-~~mn~

lOOkm.

WSW ENE 0

L___J 5km lf (b) Category B

~~ftew\NrupCl.AIOU-art Magnitude POFs*

f'lllllll'Ctd 1D in\OOM a ~ lrXban ol fie \11 lflnQlh WAACYand o/ h Nplln-. MD.nun ~~ft are int Troocaled Exponential For DCPP <<> ll'Mlln a IJrp "-alt. l\JIU9 souroU\ Ole C-,.on SSC rllOClel <:ngoty B NI*'~ Sourt6 -

b'O'fNn~ IOOba.

WAACY weight 0.8 Trunc. Exp. = 0.2 0 !ikm L___J (c) Category C Foe~ nl ccmpu 111f11!.n types Oft/, wbtre man 1nd Magnitude POFs*

~llfYtll*sourt:eS ~ ~., SCEnano~

anc!~=M<Nr Sirfl>!lfied Maxunum Magnitude

~~SNpl\Jtt on opposafly cff)9.ng - - '.Juts 0 IOlm L___J Schemattc Dtagrams of Category A. B, and c Rupture Sources DCPP SSC REPORT Figure 10*5

Magnitude Recurrence: WAACY Model

• WAACY =Woodell, Abra1hamson, Acevedo-Cabrera, Youngs (not published yet)

• Second exponential distribution above characteristic magnitud~e range

• Uses normal distributio11 in place of uniform for the characteristic portio,n of pdf

• Developed to allow for rare multiple-fault or multiple-segment ruptures (long ruptures on primary faults)

- No hard boundary at Mchar + 0.25

WAACY Model: PDF

---

f

---

f Parameter b ~*value of the lower e~nentia l P-art.

Mcllar Mean characte ris tic ~nitude Om Standard deviation of the cha racte ristic magnitude N.;, Number o f sta ndard deviations for the transition from the characteristic part to the upper expone ntial 100 part M CHAR Mmax Maximum masmitude LL bu11 b*valuc of the uoocr cxoonential oart 0

Cl.

-

Cl1 i::>

J l Fl Ml Fraction of the seis mic moment that this released in the lower exoonential mil Magnitude for the transition from the lower exponential part to the characteristic part c: Ml = Mr1...,.

• 0.25 C) ftS M2 Magnitude for the transition from the characteristic

~ part to the upper exponential part 10-1 M2 = M!.-1>ar + Ns120 ,.

MMAX

' ~ ...

0 .25

.~ ... ,

N s1 (Jm 5.5 6 6.5 7 7.5 Magnitude

WAACY Model : PDF (cont.)

c1 f3 exp(-f3CM - M um)) 1

--':---------~ forM < M 1 1- exp(-f3(M1 - MmuJ )

1 { - (J\1- J\1clwr)2\

C2 r;:;- exp1 2 ) for M 1 sMsM2 v2rra111 \ 20 111 f3w;1 exp (-f3rail (M - M 2))

for M > M 2 C3 l - exp(-f310u (M mu - M1 ))

eq. (1)

/31(1;1 & 0 111 eq. (2)

C4 = .,

M 2 ))) exp ( - (M22a,:, - Mclrar t)

( 1- exp ( - f3 roil (M m.ix -

c 5 = F l M oclwr

- ----="'---

M (,Lchar eq. (3)

Area. under curve of three. portions integrates to l but what are allocations for each?

c1, c2, and c3 ??? (not in. Appendix. G of SSHAC report unless I missed it)

Next Steps

• Requested WAACY pa~>er from PG&E

• Program WAACY PDF c1nd then compare activity rates and mag1nitude recurrence.

(MFDs and PMF) for V\fAACY, C&V model, and truncated exponential

• Figure out how DCPP fault and area sources are modeled for PSHA

Overall Goals of the SSC Review I Understand the Licensee's Seismic Source Characterization

1. What is the seismo-tectonic setting

a. Quaternary tectonics

b. PresenH :lay plate motions (e.g., from GPS or other kinematic indicators)

c. Stress. state

2. What fault sources in the PSHA contribute most to the hazard (according to the Tl team)?

a. What are the basic characteristics of these faults?

i. Location relative to the site ii. Geometry (length, dip, location, segmentation) iii. Faulting style (normal, reverse, thrust, strike-slip, oblique) iv. Thickness of seismogenic. crust

b. How were the faults identified and characterized?

i. Geologic mapping ii. Geophysical observations (gravity, magnetics, seismic images, etc.)

iii. Recorded earthquakes iv. Paleoseismic data

c. What are the seismogenic characteristics of each fault?

i. Activity (including probability of activity) ii. Slip rate (and how was it determined) iii. Recurrence (recurrence models, including time-dependent models) iv. M Max (based on length, area, which scaling relationship)

V. Mchar

d. How are the. fault characteristics consistent w ith seismo-tectonic

e. Are the fault sources independent or linked

i. Complex ruptures, fault linkages ii. Kinematic correlations (moment balancing or slip rate constrained)

f. How are the seismic sources (including uncertainty) represented in t he logic tree?

3. What are.the area. (areal, aerial) sources in the PSHA

a. How were the area sources identified

i. Spatial distribution of past earthquakes ii. Geological constraints (seismo-tectonic regions, crustal characteristics)

b. How was the earthquake record characterized

i. Sources of earthquake records (e.g., catalogs) ii. Completeness iii. Sorting and cleaning (duplicates, foreshocks, aftershocks) iv. Magnitude unit conversions

v. Intensity conversions vi. Uncertainties and weighting (e.g., R. Youngs' approach)

c. How are the areal sources modeled?

i.. Geometry ii. Seismicity rates (including spatial or temporal smoothing) iii. Pseudofaults (?)

iv. Recurrence models

4. Are t here previously ident ified (or resource expert proposed) fault sources not included in t he PSHA?

a.. Basis/j ustification for exclusion

b. Impacts on t he hazard for exclusion II Evaluate the most critical aspects of the seismic sources

1. Are t he essential cha ract eristics of t he fault sources reasonable?

a. Do they make sense within the seismo-tectonic sett ing?

b. Are they consistent with resource expert interpretations or were they derived by the Tl team from data?

c. Was there significant debate on fault source characteristics with PPRP

d. Are. the uncertainties. in the PSHA consistent with the observations and sufficient to capture (represent) the full range of reasonable interpretations?

e. Are the logic tree weights reasonable

2. Are the area sou rces reasonable?

a. Is the catalog sufficient (complete, corrected, sca led, et c.)?

b. Are the recurrence models appropriate?

c. Is MMaxlarge enough? Too Large?.

3. Do the source characterizations (including uncertainty) capture the center, body, and range of the available interpretations?

4. How does the hazard compare to other existing hazards (e.g., USGS or prior Level-2 studies)?

a. Are differences (or similarities) explainable and reasonable?

b. Does the PSHA represent a more comprehensive underst anding of the seismic hazard at the site?

Ill Based on the aforementioned review, assess any critical findings or gaps (e.g., alternative or missing interpretations, insufficient uncertainty bands, etc.) in terms of hazard sensitivity

1. Do the sensitivity analyses in the PSHA provide enough information to assess. the hazard significance of the critical finding?

2. Can simplified PSHA runs be developed to test the hazard sensitivity of t he cri tical findings or gaps?

3. Do the critical findings or gaps undermine the credibility of the PSHA result or can the gap or critical finding be mitigat ed with modifications to the existing PSHA (e.g., increased uncertainty or alternative weighting) ?

GMPE Host Kappa GMPE kappa 0.04 San Simeon Parkfield C8 CY Freq ASK 855A cs CY San Simeon Host Kappa Parkfield Host Kappa 4787 -J.38765 -1.15632 O.J

• l.61725 -1.45741 -1.21114 -1.04153 0.4 + - - - - ' - - N - - - - - - ' - - - - - - l o.* ._j_i.. 0183 -0.59039 -0.5206 O. J33333 -0.67099 -0.64791 -0.48639 --0.4938 02 0.2 -0.40992 -0.34638 0.2 -0.36213 -0.36961 --0.36255 --0.343

~ 0 +----~_,.._ ______,,__________, -0.35786 -0.3381 0.25 -0.33738 -0.33771 --0.34485 -0.33953

'C

=- 2954 -0.43408 -0.44843 0.333333 -0.44494 --0.4383 -0.4458 --0.4553

~ -0.2 t------H---.W--'li*--"-~:.--,~ j -02 1129 -0.41128 -0.41429 0.5 -0.41426 -0.42206 --0.42693 -0.42048

E -04

~

i 0:

• 0 .4 6085 -0.44998

-0.38189

-0.45163

-0.38314 0.666667 -0.44565

-0.3847J

-0.46993 --0.46741 -0.45647

-0.39952 --0.38633 -0.38129

-0.6 *0.6 1796 -0.41965 -0.4186 1.333333 -0.41617 --0.43J7 --0.42891 -0.41534

-08 + - - - - - - ' + - - - - - - - - - - l -0.8 + - - - - - - - - - - - - - - - - - -0.34505 -0.34673 -0.34991 -0.35461 --0.34001 -0.34402

-1 ~----->-----~----- *! 9644 -0.30203 -0.29716 2.5 -0.29692 -0.30056 --0.29512 -0.29573 0 .1 10 100 O.J JO JOO 3261 -0.22959 -0.23374 3.333333 -0.22716 -0.23015 --0.23714 -0.23289 Frequtncy (Ht) Frequtnty ('H:z) -0.24711 -0.24875 -0.25309 -0.24714 --0.24171 -0.24774

=~~~~~~~~~~~~~~~~~~~~~~'\l

:=n::=m:r:=oc:..>=:=xc:c"""=:>"""'"""============<==:xc>:xm>o=::if..* 33341 -0.33505 -0.33647 -0.33622 -0.23981 --0.32926 -0.33507 San Simeon Kappa = 0 .04 .50085 -0.50694 -0.50381 6.666667 -0.48881 -0.48095 --0.50172 -0.49544 Parkfield Kappa = 0 .04

\.29759 -0.3J773 -0.31402 10 -0.30823 --0.2925 --0.31214 -0.30983 0.4 0.4 1-----+----'---

-0.1904 -0.30623 -0.28261 12.5 -0.26057 --0.1823 -0.2804 -0.28028 0.2 o.2 + - - - - - - > - - - - - - - - - - - - i .23285 -0.3J742 -0.29019 20 -0.27667 -0.23442 --0.30067 -0.29493

!:

1 ~-2

! -0.4

"' -0.6

• ASK 8 8SSA A CB X CY

s i

~

~

-0.2 0

..0.4 +--;--.---.,_,---:-==~'----'i'~-:-!I!

l.33031 -0.43011

.34712 -0.45859

.37804 -0.49153

-0.38847

-0.37979

-0.40897 33.33333 50 100

-0.49232

-0.53982

-0.572J5

-0.333Jl --0.44715 -0.41514

-0.34335 --0.45224 -0.43658

-0.37428 --0.48239 -0.46814

-0.6 +------+--------_.,_-~

-0.8 L

-0::

0 .1 Frequency(Ht)

JO JOO J_ -1 ~------------------;

O.J Frequency (Hz) 10 100

_J

Profile Cummalti11 Averge Quarter Wave Shear Wave Velocity (m.s) Mean Profile Transfer Function 0 500 1000 1500 2000

- M ean Profile e 6. 5 Hz

• l OHz 0 2.5 Hz

- ASK

a. 0 BSSA E

C(

I

• CB Q

..

.; 300

a. - - - CY 0.2 500 0

0.1 10 100 Frequency.(Hz) 600 ~

53.34 1.524 1263.552 0 .048672 1095.914 5.136453 1236.881 25.908 54.864 1.524 1266.009 0.049876 1100.019 5.012481 1236.881 27.432 56.388 1.524 1270.087 0.051075 1104.014 4.894723 1252.127 27.432 57.912 1.524 1275.748 0.05227 1107.939 4. 782857 1252.127 28.956 59.436 1.524 1284.515 0 .053456 1111 .858 4 .676704 1264.533 28.956 60.96 1.524 1291.658 0.054636 1115.741 4.57571 1264.533 30.48 62.484 1.524 1299.754 0.055809 11 19.607 4.4 79575 1276.656 30.48 64.008 1.524 1307.99 0 .056974 1123.46 4.387966 1276.656 32.004 65.532 1.524 1315.659 0 .058132 1127.289 4 .300531 1286.11 32.004 67.056 1.524 1324.775 0.059283 1131.122 4.217079 1286.11 33.528 68.58 1.524 1334.18 0.060425 1134.96 4.137359 1293.985 33.528

70.104 1.524 1344.51 1 0.061559 1138.819 4.061176 1293.985 35.052 71.628 1.524 1354 571 0.062684 1142.691 3.988284 1300.255 35.052 73.152 1.524 1364 565 0.0638 1146.575 3.9 18469 1300.255 36.576 74.676 1.524 1373.447 0.06491 1150.454 3.851484 1302.927 36.576 76.2 1.524 1383.023 0.066012 1154.336 3.787191 1302.927 38.1 77.724 1.524 1391 001 0.067108 1158.2 3.72536 1304 351 38.1 79.248 1.524 1398.024 0.068198 1162.033 3.665812 1304.351 39.624 80.772 1.524 1404.878 0.069283 1165.836 3.608415 1306.21 1 39.624 82.296 1.524 141 1.89 0.070362 1169.61 3.553059 1306.21 1 41 .148 83.82 1.524 1418.735 0.071436 1173.356 3.499631 1307.218 41 .148 85.344 1.524 1425.471 0.072505 1177.074 3.448027 1307.218 42.672 86.868 1.524 1433.228 0.073569 1180.776 3.398191 1303.832 42.672 88.392 1.524 1442.312 0.074625 1184.479 3.350075 1303.832 44.196 89.916 1.524 1451 336 0.075675 1188.182 3.30359 1296.832 44.196 9 1.44 1.524 1460.281 0.076719 1191 .884 3.25865 1296.832 45.72 92.964 1.524 1469.063 0.077756 1195.582 3.215174 1286.553 45.72 94.488 1.524 1477.842 0.078788 1199.276 3.173091 1286.553 47.244 96.012 1.524 1486.484 0.079813 1202.966 3.132331 1277.972 47.244 97.536 1.524 1495.126 0.080832 1206.65 3.092832 1277.972 48.768 99.06 1.524 1503.754 0.081846 1210.329 3.054534 1269.699 48.768 100.584 1.524 1512.265 0.082853 1214.001 3.017381 1269.699 50.292 102.108 1.524 1520 853 0.083855 1217.668 2.981324 1265.249 50.292 103.632 1.524 1529 502 0.084852 1221.33 2.946315 1265.249 51.816 105.1 56 1.524 1538.417 0.085842 1224.989 2.912314 1263.552 51 .816 106.68 1.524 1547.562 0.086827 1228.648 2.879283 1263.552 53.34 108.204 1.524 1556 681 0.087806 1232.305 2.84718 1266.009 53.34 109.728 1.524 1566.18 0.088779 1235.965 2.815973 1266.009 54.864 111.252 1.524 1575.869 0.089746 1239.627 2. 785629 1270.087 54.864 112.776 1.524 1585.604 0.090707 1243.293 2.7561 12 1270.087 56.388 114.3 1.524 1595.342 0.091663 1246.962 2. 727389 1275.748 56.388 115.824 1.524 1605. 123 0.092612 1250.634 2.699428 1275.748 57.912 117.348 1.524 1614.91 0.093556 1254.309 2.672198 1284.515 57.912 160.018 42.67 1632.313 0.119697 1336.862 2.088611 1284.515 59.436 260.018 100 1673 097 0.179466 1448.842 1.39302 1291.658 59.436 375.018 11 5 1720 0.246327 1522.442 1.014913 1291.658 60.96 535.018 160 1890 0 .330983 1616.453 0.755327 1299.754 60.96 1299.754 62.484 1307.99 62.484 1307.99 64.008 1315.659 64.008 1315.659 65.532 1324.775 65.532 1324.775 67.056 1334.18 67.056 1334.18 68.58 1344.511 68.58 1344.511 70.104 1354.571 70.104 1354.571 71.628

1364.565 71.628 1364.565 73.152 1373.447 73.152 1373.447 74.676 1383.023 74.676 1383.023 76.2 1391.001 76.2 1391.001 77.724 1398.024 77.724 1398.024 79.248 1404.878 79.248 1404.878 80.772 141 1.89 80.772 141 1.89 82.296 1418.735 82.296 1418.735 83.82 1425.471 83.82 1425.471 85.344 1433.228 85.344 1433.228 86.868 1442.312 86.868 1442.312 88.392 1451.336 88.392 1451 .336 89.916 1460.281 89.916 1460.281 91.44 1469.063 91.44 1469.063 92.964 1477.842 92.964 1477.842 94.488 1486.484 94.488 1486.484 96.012 1495.126 96.012 1495.126 97.536 1503.754 97.536 1503.754 99.06 1512.265 99.06 1512.265 100.584 1520.853 100.584 1520.853 102.108 1529.502 102.108 1529.502 103.632 1538.417 103.632 1538.417 105.156 1547.562 105.156 1547.562 106.68 1556.681 106.68 1556.681 108.204 1566.18 108.204

1566.18 109.728 1575.869 109.728 1575.869 111 .252 1585.604 111 .252 1585.604 112.776 1595.342 112.776 1595.342 114.3 1605.123 114.3 1605.123 115.824 1614.91 115.824 1614.91 117.348 1632.313 117.348 1632.313 160.018 1673.097 160.018 1673.097 260.018 1720 260.018 1720 375.018 1890 375.018 1890 535.018

San Simeon Response Spectra 0.16 I

0.14 I

r- -

""""'

\

I 0.12

!~1\

a/~-~, ro-..,I'

~ \\

I

- ASK 0.1 I I

/1/; -~

./1_... l:-1, ~" ~~

I - BSSA

\ j

....... ~ I I - cs bO ~ \ - cv

/1'/1

"';;;" 0.08

.,., -

• ~

,, ... ,' .. ,,, ' ~ '\L

~, i-. , \ \ - - - ASK Surface I* '" ~

\ \ \ \ -

IA; .

\ - - - BSSA Surface

• '

'II II .*

I *

\ \ \

\ \ \

\~ I 0.06 -

, ..., ....,,, ...

I ,~ - I

- - - CB Surface

. .'~'~~ ~'. . . .. . ____

- - - CY Surface j,.l ,_ --

I I tI I

I I 0.04 ' -----1 -

0.02 I ~'1t.:'

~li"'

~ ,:_,#

I *-r11r I I 0

-- i .. *r*r-**1

• 1 1 I 0.1 1 10 100 Frequency (Hz)

San Simeon Residuals 0

-0.1 I I I I I I I . 11 I 11 I I

-0.2

-0.3 I

I x

I I

!I I

I I

- 1

' - I

• I

• I I I II I

.* x

'

.:

.a I

v A

• J I I

• x I

11 I

-0.4 I

II I I x II + ASK I~

I ~I c:

i ' Ir I*

_, A

• BSSA

~"' -0.5

• I I

• I ! I I .A. CB "C

• v; QI ex:

f I I I I I 1*11 I I lo X CY

-0.6

-0.7

~ I I I I I I I I

-0.8 I I I I I I I

-0.9 I I I I I I I I l I 111

-1 I I 11 I I I 111 I 1 111 I 0.1 1 10 100 Frequency {Hz)

Parkfield Response Spect ra 0.05 0.045 i"'I 0.04 / ~ I 0.035

/11; ' \\

.... ~ ....

l~ -

\

\ I - ASK

\

0.03 - BSSA I *\

I ~ l ..~\ \

I

- cs

~

-;; 0.025 J1 / 1 \

I 1,'f, -*-.I -,. iiooo ~',, - cv

" ~1' VI

~1, ~ ')<I

- - - ASK Surface

.~11 I I I - - - BSSA Surface 0.02

) f{ " I *'I' ......:~' '-1'-:

I I

I ~~~-*~

I ~.,,

......... ,i .. ... ... 'iii 'iii' I '

I I

- - - CB Surface

- - - CY Surface 0.015

',',I ~

///~

I I 11

' ' ~' ~-

0.01 I I 11 I ' '....'.: I- -----r I I 0.005 .J ~ ' 'i

...

~~

.# ',' ... J.

I I

I'-----. .------*

~ i ----

I

..~~

~

I ~r*

I I ~

0 0.1

-*-* r-1 10 I

100 Frequency (Hz)

Parkfield Residuals 0

j'

-0.1 I I I I I

• 1 1 I

• I

-0 .2

• I 1

t

-0.3 - /

-" ;i.._

I r-111__..____ II

- * *

$

..

~' I

~

i u H

+ ASK

-0.4 Iu l ' I c

=-"' ~ I .i I I ,~ i

• BSSA Ill A t

-

'

~

~ -0.5

• " I '

• I I * .6. CB "C

GJ er::

-0.6 I I I II I tI 1 ~~

XCY

-0 .7 lill: I I I l I 11 1

-0.8 I I I 11 I 11

-0.9 I I I I I I Il 1 I I 11 I

,, I I I I I I 11 I 11 I

-1 -

0.1 1 10 100 Frequency (Hz)

freq San Stmeon Parkfietd Median 100 -0.3 0.028 *0.628 50 -0 32 0.006 -0.646 3' -0.36 -0.03 -0.69 20 -0.52 -0.184 -0.856 135 -0.52 -0.178 *0.862 10 -0.52 -0.174 -0.866 l.S 67 -0 5 -0.152 -0848 5 -0 38 -0.028 -0.732 33

• -0.24

-013 0.112 0.224

-0.592

-0.484 2.5 019 0.546 -0.166 0.19 0.549 *0.169 o.s ,--- 13 0.19 0.555 *0.175

' - -Emencal I 0 0.372 *0.372

--- --- - -Analytlcal(Mean Profilel

• San Simeon 0.67 0.5 0

0 0.378 0.383

• 0.378

• 0.383 x Parklltld o.s

.. _- -----

• 1

• 1.5 01 10 100

Adjustment Factors from Reference Rock to Palo Verde Rock PVNGS [)iscussion April 7, 2014 1

What the Whaaa?

• SWUS developed a K0 bcised on a generic velocity profile

- High frequency

- Nearby sources

• Velocity of PVNGS differs from this profile

- Means that rock hazard from PSHA is wrong

• Particularly true if hazard comes from nearby, distributed seismicity

• Need to develop approa1ch to correct 'rock hazard' to PVNGS site cc)nditions

- See. Appendix. M. of SWUS report 2

Vs (m/s) 0 1000 2000 3000 4000 0

I~ ,

I 500 To This l ..

From This L -

-~0 1500 j "' I

-I~

-= 1000

~

Q.

• '

- Base Case Profile

- LBProme 2500 Wv-ren (1969)

- - SWUS Refe1ence Pralle 3

Appendix M of SWUS

• Develops kappa based for generic velocity profile (NGA-W for AZ]~ and local sources based on where hazar~j contribution is greatest (at high frequency)

- Take a subset of source~s (M,R)

• Calculate FAS using IRv*r

• K from slope of FAS over different frequency bands

• =0.041 for generic profile.

4

Cale Package

• Implementation of Adjustment reqd. by Appendix M

- Excel (we don't have this)

• Target kappa is 0.033

• Adjustment Factor on FJ~S consists of two components

- Velocity Profile differences

- Kappa differences

• Consider three base case velocities and three base case kappa [0.3,0.Ll,0.3];[0.3,0.4,0.3]

5

• These adjustment factors represent scaling on input spectra for site response

• Exponential Form of kappa controls high_

O.l o+-

.1 _ _ _ _ _ _ _ l - - - 0- - - - 1 0 0 frequencies Frequency (Hz)

- LB Ptofll@, LB kappa (0.09) - lB Profile, Me~n k.lppa (O.U) Should be limited to

- LB Profile, UB kappa (0.09) -Med an Profile, LB kappa (0.U) constant at some

- Med an Profile, Median kappa (0.16) - Meehan Profile, UB kappa (0. 12) frequency?

- UB Profile, LB kappa {0.09) UB Proflle, Median kappa {0.12)

UB Profile, UB kappa (0.09) 6

Results 10 t0'

• FAS Adjustment Factors

~

.,,t: tOt are applied to input FAS

..

e

- Converted to Response

~ 10~ i I

Cl)

.o* Spectra

-1twllet tn,..l llO<<lrt.m

• '(VT lllQCllUm

- Reduces input at high tO" so frequencies 1

0 10 20 30 40 10 10' 10' ..cl freq110ncy IHzJ frequency. (HzJ 10' io*',

- Especially impacts LF g inputs ...

~ 10' p

(J)

<(

"" 0 .. i I

• It isn't obvious if they 10~

!.

(I) limit the exponential

-T~l~,..ehr11

• • • • ~i/f . . - .....

portion 10' 1 0 10 2(J JO 40 S> 10 10' 10' *rl Frequency !Hz] J:r-.qu.ney. (H1J 7

Assessment (Preliminary)

• Approach seems reasonable

- Kappa at the site differs from what is calculated in SWUS so adjustment is reasonable

• Site response concerns only upper profile (part in ft in SHSR)

- Input will be more complicatf~d

• Not clear that any speed limit is imposed (should be, and probably is)

- Adjustment factors of 400 are not cool

• We will have. to consider this in our confirmatory analysis_

- I would suggest a sensitivity test to see if we need to try and implement for all input ground motions

• Would really like to see the Excel spreadsheet ...

8

Selection of SWUS Models for PVNGS Chapter 9 of SWUS SSHAC Report 1

Greater Arizona Approach

• Outlined in Section 6.4.

• Generally follow approach used ad DCPP with addition of normal fualts Select suite of Expand through Develop covariance candidates and interpolation matrix of model develop common between Candidates coefficients form Sample model space Discretize through assuming Visualization Space

- Visualize

- normal distribution of model coefficients Select Representative Assign Weights Models 2

Results Source Distance Metnc Dir ectivity Class Adjustment

"' (0 .070)

Po (0.061) --- HW3 (1)

---

HW4 (1.J 1<7 (0.055) HW4 [1) 1'8 (0113) HW2 11J

• 9 (0.095) HW3 !)

• 14 (0030) HWl(lJ a-1S (0.024) HW5 (1)

~"' based

• 16 (0.D41J

• 17 (0.046)

--- HWl (l)

HW* (1)

---

• 18 (00'5) HWd (lJ Comm onfonn *19 (0 065) H\1\-'5 (1)

"20 (0.021) HWl (l) 0.7 "ll (O.OU) 1122 10.0101

• 23 (0011)

• 24 (0014)

• 2S (O.OUJ

,.26 (0.oJO)

---

HWl (l)

HW2 (l)

HW4 (l )

HW2 (l)

HW2 {ll

--

HW2 (1J

• 27 (0.032) HW2 [l)

Normal d Strike *28 (0.045) HW2 [11

-

Slip in all egions *29 (0 CM1J HW3 [ l)

.. 30 (0.044) HW5 (1}

except 1 2 and 3 JI)) {0027) HWl (lJ NO rJone

• l (0.01')

a6 (O.OiS) 0 "7 (0045)

• 8 [0092)

• 9 [0061)

• 14 (0-040)

• 1S (O.Ol9)

• 16 (0.040)

..11 10.001 f\i8 basecl ..1s (O.ot9J Co lmon Fom1 1'19 (0.045)

"20 (0015) 0.3 *21 {OOUJ 1'22 (0.017)

• 23 (0018)

.. 2~ (0019)

• 25 (0.014)

• 26 (0.027)

"27 (0.036)

• 21 (0.051)

• 29 (0.0J')

tt30 (0.05J)

• 31 (0.0lll 3

Weighting

• Approach Compare to. dataset or Equally weighted APPROACH DATASET WEIGHT STATISTIC candidates Which dataset is more r Residual important 0.25 Weighted

~Likelihood NGAW2FV-MEC Weight Statistic

• Residual= mean b/w event residual 0,67 Data Comparison 0.7S EURrv.1.1rn r Residuals

~Likelihood

• Likelihood =total residual w/ fixed b/w event and w/in event std . dev.

0.33

• Developed independently ...__ GMPE Prior 0-3 sec (interpolated from 3-10 sec) 4

Approach weights

• Why not simply use the comparison to. the.

data determine the WE~ights of the candidate models?

- The datasets contain a significant amount of data for the distance and magnitude range of interest

• Therefore, the distance and range of interest are adequately incorporated into the GMPES

- Included for completer1ess 5

Distance Metric

• PVNGS nearby faults are either steeply dipping normal or vertical strik~e-slip

- Either distance metric is reasonable

• NGAwest 2 GMPEs show a preference for RRuP

- Given higher weight (O. 7)

- RRuP=ModelA

- RJ_8 =ModelB 6

Visualization T - O.o1 NGAW2py-MED ModelA 10 T

• 0.0 1 NGA\Y2iov-MID RED=Candidate GMPEs 05 MDdelA VIOLET=-2sigma CYAN=+2sigma Left Contours=Residual Right Contours=Likelihood

-t.O .___~--~-~---'-' - 10 Use same method for

-1.0 0.0 10 -~w~~~-o~~u:':-'~~u~"-'--:'-!u HI In u11ts In unit* increasing uncertainty on T =0.D1 Elli>v--111ED ModelA European Models as on 10 . - - T

-= . 01--~-~--....

EU,.,....:o Mod..iA NGAwest b/c not based on independent datasets JJ 5 00

~

-JIO

-1.ll -10

- 1.0 - 0.S 0.0 0.S 1.0 -l ~5 cu 0 u In urits In units

,

-1 - 0.3 0 0.3 7

Residuals

• Two empirical data sets usied for PVNGS median.

evaluation

- NGAwest2

• 25% Normal

- Weight b/w event residuals for Normal faults higher (0.8)

- Account for relative lack of inormal faults in NGA dataset

- EUR

• 71% Normal

- No reweighting

• Mix of liklihood and mean residual statistics used for weighting

- Likelihood= narrow median distributions (0.4)

- Residuals= broad median distributions (0.8) 8.

Evaluation of CBR

• CBR of selected

,,o Mw =6.

weighting scheme is os Rx = - 15.

sof= -1 T = 0.01 compared to alternative u.

0

()

06 04 a wTolal weighting schemes by 02 a

...

wR=c!ua.l_KCA,.v.....,,

a wilJllCA,v.-,

~""~

a w* 1-.E.tJ_.,. M!D comparing to CDF for - 2.4 LntPSA) 2.2 2.0

• w?nor-a G\fff,,.

• scenarios '

0 Mw = 6.

Rx=-15.

08 sof=-l T= 0.01 06 u.

0

()

• 11/l'<nl a "'Rod:iiaJ.-'ICll,.v-""

02

• wt.!..)IGAPV.wv

. ....~UPYl.IJ:D

• ,,.u_;:u_v "1!o

-2.5 -2.4 -23 2.1 -2.0 * "'1'rlOC

• CMPEs Ln(PSA) 9

Evaluation of CBR

• Also look at distance and.

magnitude scaling

-2 '

...--.. -4

<(

(/)

0.

c

....J

-5

-6 M = 5.

Rx = - 15.

Black= candidate models -7 sof = - 1 0.01 0.02 0.05 0.10 0.20 0.50 1.00 2.00 Cyan= additional epistemic T Red = fractiles Thin read= min/max 10

Comparison with known EQs

• Wells,. Nevada

- Short period in general agreement

- Medium period over predict (minor)

- Long period over predict (significant)

• Not enough difference to justify modifying GMM

• 2011 Fukushima-Hamacfori, Japan

- Large residual at short p~~riod

- Reduces with period

• Tectonic setting not consistent with Arizona

• Overall, existing models capture. aleatory variability demonstrateci by these earthquakes 11

0.01 - - - - - - - - . - . - - - - - - - - - - - - - -

- Mean Common-Form

- Mean GMPE

- GMPE, Lower Bound w/Epistemic 0.001 - GMPE, Upper Bound w/Epistemic 0.00001 - - - - - - - - - -

-t-+-1 n '1 12

Hazard curve; 10Hz 0.01

.

. . . . . . . . . - - ,_ *

. .

- . . . . *........ .! .. - * *- ... 801 MB02 MAlS 14

-- .. - - . - - - -*- - --- .. -- - - - .. ,. -

~ ~ MB04 MA16 M806 MAl7 M807 MA18

.

- - .............. - - ...... r .... - , - .. * *- ...

. M814 MB15 MA19 MA20 M816 MA22 MB17 MA23 0.001 .. - ........ **- ... M818 MA24 MB19 MA25 MB22 MA26 M623 MA27 M824 MA28 MB25 MA29 M826 MA30 MB27 MB28 Mean ModelA+B MA31

.....

. ... ....

....

.0001 M829 MB30 MB31 Mean ModelA Mean Models Regions 1,2*3 -*-*-

MA01 MA04 MA06 MA07 MA09 ASB14 ASK14 ,

BiM BSSA14 (814 .,

....*...

..... . ..

,

MA11 CY14 ...........

_.......,,_

le-05

. . . . . . . ... . -.......... ".

MA12

. . .. . - . . . . ,J * *

• GK14

~ ..

• • • • • -*- *

• r * - * * - ., * * * *+* -

• t * -,. - '*., * ' *

........... ,........... , ...,..... .

I e t I l l f

- * *

• i * * * * ,* *

• I I I I r *

• r * , * *,

• r

• I 1e-06 - * * - - * * * * *1* - - * -

• r * * * "'* - .. ,.. * - . * - r - r

'"' * * * * *

• I

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• I t f I I t l * ,.

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Distant Earthquake

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Consider only NGAwest2 ASIC14 0.2 YES 8SSAH 0.8 Path effects important Ooslilnl, LM'~ M CA Strile Slip &

0.2 0.2 Ho11n.ol ( 814 0.2 NO

• Long period effect HA>gions 1, 2. and 3 0.2 1 CY14 f.oo..._... Hl&h

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0.001 0.001 100 1000 100 1000 Rupture Distance (km) Rupture Distance (km) 19

DCPP Parkfield Recordings &

Response Spectra May 13, 2015

Boore's Rotation Approach

• Rotate two horizontal components in 10*

degree increments

• Calculate response spe~ctra for two rotated components

• Calculate geometric mean of two response spectra at each frequency

• Calculate median valu~~ of 9 geometric means at each frequency

• Boore actually does rotation in 1. degree increments

--0) 0.01

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0.1 10 100 frequency (Hz)

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Sheet!

0.1 0.00011143 0.00048698 0.11 0.00017386 0.00048926 0.12 0.0002578 0.00057095 0.13 0.00030818 0.00058319 0.14 0.00031682 0.00054954 0.15 0.00031708 0.00058981 0.16 0.00034589 0.00058854 0.17 0.00036468 0.00060833 0.18 0.00039249 0.00067057 0.19 0.00045899 0.00068303 0.2 0.00049827 0.00073423 0.21 0.00051599 0.00078067 0.22 0.00054762 0.00078951 0.23 0.00067994 0.00091368 0.24 0.0007738 0.00098381 0.25 0.00080998 0.00100633 0.26 0.00081638 0.00106813 0.27 0.00087359 0.00113948 0.28 0.00098064 0.00122017 0.29 0.00111087 0.00130047 0.3 0.00124563 0.00136125 0.31 0.00129034 0.00138199 0.32 0.00129835 0.00140574 0.33 0.00134819 0.00144351 0.34 0.00140605 0.00153209 0.35 0.00145448 0.00158443 0.36 0.00158479 0.0016233 0.37 0.0017489 0.00187348 0.38 0.00188343 0.00209018 0.39 0.00207292 0.00219753 0.4 0.00218626 0.0021934 0.41 0.00220983 0.00226282 0.42 0.00223655 0.0023702 0.43 0.00210234 0.0023275 0.44 0.00212313 0.00238708 0.45 0.00233003 0.00251154 0.46 0.00252983 0.00258845 0.47 0.00272225 0.00272904 0.48 0.00290724 0.00295086 0.49 0.0030842 0.00310701 0.5 0.00325166 0.00320431 0.51 0.00355538 0.00324623 0.52 0.00389507 0.00331794 0.53 0.00420342 0.00353843 0.54 0.00437001 0.00385301 0.55 0.00435548 0.00398877 0.56 0.00446854 0.00411202 0.57 0.00447407 0.00414034 0.58 0.00433894 0.00406203 0.59 0.00442622 0.00397418 0.6 0.00445486 0.00395249 Page 1

Sheet!

0.61 0.00453793 0.0040601 0.62 0.00464474 0.00403159 0.63 0.00474875 0.00410869 0.64 0.00500905 0.00421246 0.65 0.005231 0.00424177 0.66 0.00535987 0.00427736 0.67 0.0054851 0.00431021 0.68 0.00558153 0.00432126 0.69 0.00545754 0.00432677 0.7 0.00533147 0.00427855 0.71 0.00534459 0.00431688 0.72 0.00550339 0.00439114 0.73 0.00591305 0.00455452 0.74 0.00629473 0.00487741 0.75 0.00664719 0.00518191 0.76 0.00696675 0.00545781 0.77 0.00727595 0.00569103 0.78 0.0076237 0.00587153 0.79 0.00791283 0.00612312 0.8 0.00814254 0.00630773 0.81 0.0083129 0.0063827 0.82 0.00842654 0.00642764 0.83 0.00848716 0.00633634 0.84 0.00849427 0.00637715 0.85 0.00854026 0.0064068 0.86 0.00858548 0.00638953 0.87 0.00859047 0.00627281 0.88 0.00854726 0.00612677 0.89 0.00833321 0.00594544 0.9 0.00807686 0.00573004 0.91 0.00790532 0.00565977 0.92 0.00784858 0.00568155 0.93 0.00780879 0.0056187 0.94 0.00780347 0.00578231 0.95 0.00791741 0.00585757 0.96 0.0080462 0.0061577 0.97 0.00821771 0.00642598 0.98 0.00845509 0.00665907 0.99 0.00873074 0.00686485 1 0.00911084 0.00705945 1.01 0.00949609 0.00725923 1.02 0.0098594 0.00747738 1.03 0.01012907 0.00771762 1.04 0.01033142 0.00797647 1.05 0.01055853 0.00824466 1.06 0.01072649 0.00851013 1.07 0.0108771 0.00876213 1.08 0.0111494 0.00899371 1.09 0.01131743 0.00920129 1.1 0.0115427 0.00943548 1.11 0.01168102 0.0098578 Page 2

Sheet!

1.12 0.01203343 0.01027591 1.13 0.01240347 0.01066573 1.14 0.01270555 0.01100462 1.15 0.0129385 0.01127722 1.16 0.01325242 0.01147804 1.17 0.01356431 0.01160536 1.18 0.01382734 0.01166419 1.19 0.01401894 0.01166161 1.2 0.01409934 0.01163038 1.21 0.01419239 0.01162544 1.22 0.01417991 0.01160342 1.23 0.01423928 0.01158129 1.24 0.01417354 0.01158203 1.25 0.0141687 0.01160031 1.26 0.01433831 0.01174204 1.27 0.01451702 0.01194777 1.28 0.0148875 0.01216838 1.29 0.01531189 0.01228464 1.3 0.0157008 0.01255131 1.31 0.01595134 0.01282775 1.32 0.01615724 0.01310726 1.33 0.01635996 0.01338622 1.34 0.01667456 0.01366024 1.35 0.01700846 0.01393364 1.36 0.01732929 0.01421514 1.37 0.01763653 0.01450333 1.38 0.01785515 0.014797 1.39 0.01801568 0.01508712 1.4 0.01824217 0.01536536 1.41 0.01851702 0.01561743 1.42 0.01878626 0.01585261 1.43 0.01904258 0.01611526 1.44 0.01929413 0.01641732 1.45 0.01953085 0.01669962 1.46 0.01980093 0.0169684 1.47 0.02006907 0.01720655 1.48 0.02027358 0.01740926 1.49 0.02055267 0.01760837 1.5 0.02083724 0.01782927 1.51 0.0210977 0.01806416 1.52 0.02133868 0.01827182 1.53 0.02161846 0.01847363 1.54 0.02181677 0.01868896 1.55 0.02193933 0.01883875 1.56 0.02208897 0.01901809 1.57 0.02223183 0.01915543 1.58 0.02235927 0.0192729 1.59 0.02248589 0.01939742 1.6 0.02274922 0.01961166 1.61 0.02300961 0.01981282 1.62 0.02327125 0.02000849 Page 3

Sheet!

1.63 0.02354491 0.02018532 1.64 0.0238176 0.02034949 1.65 0.02409341 0.02049087 1.66 0.0243795 0.02061252 1.67 0.02465775 0.02071092 1.68 0.0249443 0.0207881 1.69 0.02522807 0.02084694 1.7 0.02550533 0.0208845 1.71 0.0257888 0.02091308 1.72 0.0260636 0.02092509 1.73 0.02633921 0.02093261 1.74 0.02660925 0.02092921 1.75 0.02688049 0.02091967 1.76 0.02713622 0.02090304 1.77 0.02739006 0.0208791 1.78 0.02759556 0.02085014 1.79 0.02772308 0.02080452 1.8 0.02783989 0.02075231 1.81 0.02794216 0.02068057 1.82 0.02802472 0.02059906 1.83 0.0280972 0.02050102 1.84 0.02815273 0.02039323 1.85 0.02820433 0.02035626 1.86 0.02825261 0.02032603 1.87 0.02828195 0.02028108 1.88 0.02832991 0.02021359 1.89 0.02835719 0.02018984 1.9 0.02839189 0.02028841 1.91 0.02850209 0.02039188 1.92 0.02862346 0.02048184 1.93 0.02875448 0.02056512 1.94 0.02886681 0.02063971 1.95 0.02898372 0.02070747 1.96 0.02908968 0.02075988 1.97 0.02919073 0.02081524 1.98 0.0292898 0.02085875 1.99 0.02937154 0.02089968 2 0.02945861 0.02094318 2.01 0.02951284 0.02097277 2.02 0.02957846 0.02101267 2.03 0.02964233 0.02105569 2.04 0.02973374 0.02110353 2.05 0.02980266 0.02111846 2.06 0.02993685 0.02102155 2.07 0.03011767 0.0209253 2.08 0.03027109 0.02081129 2.09 0.03045422 0.02067747 2.1 0.0307437 0.02054843 2.11 0.03099066 0.02039973 2.12 0.03118966 0.02023892 2.13 0.0313585 0.02018462 Page4

Sheet!

2.14 0.03148749 0.02021197 2.15 0.03156301 0.020243 2.16 0.03162756 0.02026408 2.17 0.03163601 0.0202725 2.18 0.03162388 0.02028372 2.19 0.03158068 0.02029395 2.2 0.03150675 0.02029842 2.21 0.03140812 0.02030734 2.22 0.03134323 0.02022107 2.23 0.03133822 0.0200919 2.24 0.03132609 0.01996089 2.25 0.03131232 0.01983003 2.26 0.03128187 0.01975618 2.27 0.03126293 0.01978704 2.28 0.03118918 0.01981017 2.29 0.0309571 0.01983566 2.3 0.0308288 0.01987758 2.31 0.030819 0.01993998 2.32 0.03075763 0.02005963 2.33 0.03068127 0.02018528 2.34 0.0305372 0.02018732 2.35 0.03037711 0.02012939 2.36 0.03018587 0.02013482 2.37 0.02999709 0.02016977 2.38 0.0298876 0.02019557 2.39 0.02977085 0.02024987 2.4 0.02966029 0.02043062 2.41 0.02954056 0.02044899 2.42 0.02940641 0.02039641 2.43 0.02929249 0.02033294 2.44 0.02915894 0.02024922 2.45 0.02893037 0.02016435 2.46 0.02870039 0.02011072 2.47 0.02844557 0.01998422 2.48 0.02818593 0.01985952 2.49 0.02793244 0.01981519 2.5 0.02766193 0.01973997 2.51 0.02734994 0.0196651 2.52 0.0270478 0.01957359 2.53 0.02679976 0.01947044 2.54 0.02654521 0.01935393 2.55 0.02628401 0.01921775 2.56 0.02601448 0.01907878 2.57 0.02575071 0.01891851 2.58 0.02547972 0.01876801 2.59 0.02532513 0.01867564 2.6 0.02513255 0.01856637 2.61 0.02503021 0.01845485 2.62 0.02492262 0.01833015 2.63 0.02478211 0.01819821 2.64 0.02463336 0.01804789 Page 5

Sheet!

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Sheet!

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Sheet!

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12/03/2015: Completed screen for licensee information that is not on the docket; no undocketted information found that is not publicly available .12/14/2015: Completed identification other information as re lease, exempt, or duplicate .

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Sheet!

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Shcctl freq host AF target27. AF target28.AF target27/host target28/host 0.1 1.137 1.132 1.138 0.99560246 1.00087951 0.13333 1.181 1.173 1.1 82 0.99322608 1.00084674 0.2 1.262 1.249 1.263 0.98969889 1.00079239 0.25 1.311 1.294 1.312 0.9870328 1.00076278 0.3333 1.38 1.356 1.382 0.9826087 1.00144928 0.5 1.488 1.449 1.491 0.97379032 1.00201613 0.6666 1.578 1.522 1.583 0.96451204 1.00316857 1 1.732 1.635 1.74 0.94399538 1.00461894 1.3333 1.875 1. 73 1.886 0.92266667 1.00586667 2 2.135 1.893 2.154 0.88665105 1.0088993 2.5 2.292 2.019 2.3 0.88089005 1.0034904 3.3333 2.48 2.215 2.407 0.89314516 0.97056452 4 2.593 2.348 2.428 0.90551485 0.93636714 5 2.724 2.535 2.431 0.93061674 0.89243759 6.66667 2.88 2.765 2.455 0.96006944 0.85243056 10 3.104 3.161 2.577 1.0183634 0.83021907 13.3333 3.266 3.462 2.828 1.06001225 0.865891 20 3.514 3.671 3.136 1.04467843 0.89243028 33.3333 3.808 3.799 3.267 0.99763655 0.85793067 50 3.996 3.854 3.314 0.96446446 0.82932933 100 4.147 3.895 3.358 0.93923318 0.80974198 Page l

freq S1 -L S 1-M S1 -H S2-L S2-M S2-H S3-L S3-M S3-H S4-L S4-M S4-H S5-L S5-M S5-H 0.1 0.013593 0.023232 0.039708 0.005894 0.010206 0.017671 0.004518 0.007761 0 .013331 0.001415 0.00248 0 .004346 0.024354 0.041625 0.071144 0.133333 0.021261 0 .036301 0.061983 0 .010012 0.017319 0.029958 0.007458 0.012798 0.021961 0.002519 0.004411 0.007721 0.036667 0.062606 0.106897 0.2 0.024093 0 .041138 0.070241 0 .018711 0.032365 0 .055985 0.012147 0.020844 0.035769 0.005236 0.009167 0.016048 0.032456 0.055416 0 .09462 0.25 0.040229 0.06862 0.117048 0.025394 0.043883 0.075833 0.018019 0 .03089 0.052955 0.00737 0.012889 0 .022542 0 .059734 0.10189 0.173799 0.333333 0.05302 0.090438 0.154264 0.037975 0.065623 0.1134 0.028377 0.048646 0.083393 0.012023 0.021027 0.036775 0.073873 0.126007 0.214936 0 .5 0.091649 0.156017 0.265592 0 .067574 0.116538 0.200983 0.058785 0.100573 0 .172068 0.023614 0.041258 0 .072084 0.125736 0.214044 0 .364374 0 .666666 0.141671 0 .240931 0.409734 0.098033 0.1689 0.290995 0 .090988 0.155513 0.265796 0.036111 0.063093 0 .110234 0.200496 0.340969 0.579863 1 0.218146 0.370245 0.628392 0.170319 0.292853 0 .503544 0.156575 0.267076 0.455562 0.065594 0 .114375 0.199434 0 .292209 0.495947 0 .841738 1.333333 0.272428 0.46145 0.781624 0 .221717 0.380849 0.654193 0.227431 0.387551 0.660401 0.097638 0.17008 0.29627 0.355666 0.602443 1.020444 2 0.364178 0.615012 1.038613 0.32709 0.560166 0.959329 0 .329071 0.559069 0.94982 0.153501 0.266855 0 .463918 0.447799 0.75623 1.277098 2.5 0.407269 0.686409 1.15687 0.395535 0.676707 1.157755 0.393253 0.666776 1.130544 0.193264 0.335646 0.582924 0.473539 0.7981 1.345114 3.333333 0.4751 76 0.799259 1.344376 0.484662 0.827536 1.412975 0.488755 0.827047 1.399488 0.253666 0.439667 0.762053 0 .53575 0.901146 1.515753 4 0.583579 0.980616 1.647774 0.574645 0.980197 1.671962 0.552871 0.934606 1.579913 0 .292409 0.506819 0.878446 0.684312 1.149882 1.9322 5 0.659999 1.106812 1.856111 0.609953 1.039382 1.771145 0 .643324 1.08534 1.831057 0.329283 0.57016 0.987245 0 .774687 1.299141 2.178645 6.666667 0.671823 1.123264 1.87806 0 645997 1.097504 1.864 586 0.650707 1.095602 1.844677 0.362994 0.627276 1.083971 0 781042 1.305875 2.183378 10 0.584024 0.972569 1.61961 1 0.575805 0.975323 1.652044 0.611038 1.024705 1.718418 0.331261 0.570724 0.983292 0 .66342 1.104787 1.839792 13.33333 0.538943 0.894808 1.485652 0 .507184 0.857374 1.449356 0.522246 0.873178 1.459923 0.293046 0.50438 0.86812 0.628512 1.04352 1.73256 20 0.403329 0.667643 1.105168 0.418629 0.706262 1.191521 0.419038 0.698519 1.164401 0.236118 0 .405585 0.696684 0 .452845 0.749607 1 240847 33.33333 0.322814 0 .531699 0.875747 0 .339138 0.569869 0 .957578 0.320352 0.531 882 0.883085 0.189411 0.32438 0.555527 0.363167 0.598163 0 .985218 50 0.305749 0.503089 0.827795 0 .310067 0.520499 0.873744 0.293102 0.486151 0.806352 0.169163 0.289705 0.496143 0.350641 0.576953 0.949335 100 0.298707 0.490028 0.803889 0.292205 0.489046 0.818486 0.28652 0.473812 0.78353 0.162953 0.278233 0.475069 0.344167 0.564605 0.926234

Focus Area Questionsffopics for the Palo Verde Public Meeting to take place on June 9 th Please provide clarification beyond the information provided in the PVNGS March 2015 50.54(f) response and SSC and GMC SSHAC reports on the following topics:

Seismic Source Characterization

1. Clarify how uncertainty derived from the difference in cumulative slip rates on Quaternary faults in AZ in comparison to the geodetic slip rates in southern AZ were evaluated and incorporated into model. Specifically, we note that faults that were originally a part of the NSHMP model and that are now part of the PV SSC, include alternative possibilities for geologic and geodetic slip. rates. Please explain the rationale for not considering geodetic slip-rates for other PV SSC f auIts that were never part of the NSHMP model and that are newly identified by the Tl team in southern Arizona and Mexico.

2. Please discuss if instances of apparent or potential cognitive bias occurred during development of the SSC model, and, if so, how the Tl team resolved the issue.

3. Please explain how the SSC model accounts for the possibility that young faults might be buried beneath Quaternary alluvium, as discussed in the May 14, 2014 Tl response to PPRP Comment 7 on this topic.

4. With respect to the geologic mapping project, provide clarification regarding stratigraphic correlation of Quaternary units used throughout the site area and site vicinity geologic maps. In particular, explain the how 16 morphostratigraphic (Quaternary) units on the site area map resolve into 5 Quaternary units on the site vicinity map. Explain the rationale for singling out the river terrace unit (Qorh) as a stand-alone unit. Explain the apparent mismatch of units between the site area map and the site vicinity map along the north-south trending Qorh river terrace (along the eastern side of site area map) with the Qi1 alluvial fan surface (to the north and the south of that Qorh unit on the site vicinity map).

5. Because the PVNGS host zones, SBR and East, contribute significantly to the hazard at the PVNGS site, the NRC staff is interested in hearing discussion, beyond what is presented in the PVNGS SSC SSHAC report, on the following topics regarding areal sources. Please discuss. the rational and analyses. used for:

a. Choosing to model the spatial variation of recurrence rate per unit area using variable, but continuous and relatively smooth seismicity. Please also discuss the. rationale for not considering. the use of uniform spatial recurrence rates in the SSC areal sources. Although text in SSC Section 8.2.4.1 mentions that uniform rates are often inappropriate, the text does not elaborate on conditions where uniform rates might be appropriate or if such conditions occur for the SSC areal sources . . Additionally, please discuss this in the. context of the. previously

completed PVNGS SSC SSHAC 2, since decisions made for that model led to the use of the constant rate model for the areal sources, and what information informed the SSC SSHAC 3 to not use the constant rate model for any of the areal. sources ..

b. Not using a "floor" during the smoothing analysis of recurrence parameters .

Please also discuss this in the context of the PVNGS host zones and the WEST and GULF zones, which all show in SSC Figures 9-30 through 9-33 cells of zero rate(M>5.0)/deg2/yr.

c. Not using earthquakes lower than M4.67 to determine the recurrence parameters for the Eastern source zones, as shown in SSC Table 9-4. Please discuss this in the. context of there. being so few events. within the host zones that have magnitudes greater than to equal to M4.67 and inclusion of earthquakes lower than M4.67 despite the earthquake record below M4.67 not be complete.

Ground Motion Characterization Site Response

1. The Vs-kappa correction applied to input ground motions for. site. response represents an important correction for local site geology. In order for staff to fully understand the basis and implementation of this process, please describe the development of the. Palo Verde Vs-kappa correction. and its implementation in. the site response. analysis.

Focus Area Questions!Topics for Palo Verde Public Meeting 5/9 In addition to providing a general overview of the SSC and GMC SSHAC Reports and March 2015 50.54(f) response for DCPP, please provide additional clarification on the following topics.

Seismic Source Characterization

1. Provide additional detail on the PPRP and Tl interaction documentation for the SSC model ,. specifically

2. Clarify how uncertainty derived from the difference in cumulative slip rates on Quaternary faults in AZ in comparison to the geodetic slip rates in southern AZ were evaluated and incorporated into model.

3. Clarify how uncertainty of the potential for the. existence of unknown Quaternary faults. in Southern Basin and Range province were evaluated and captured in model , in particular in the area W and NW of the PV site, and outside the geologic mapping project area.

4. Geologic mapping project. Provide additional detail on the involvement of the PPRP in the field review of the Quaternary geology mapping project of the PV site area and vicinity

5. Geologic mapping project. Provide additional detail regarding verification and characterization of the 3 faults of interest in the site vicinity (Sand Tank, unnamed fault (Gilbert}, unnamed fault (Pearthree)).

6. Geologic mapping project. Provide additional detail regarding the very simplistic geologic cross section of the PV site to rule out existence of unnamed fault (Pearthree).

7. Geologic mapping project. Provide additional details regarding stratigraphic correlation of Quaternary units in the site area and vicinity, in particular the stand alone river terrace unit (Qorh) mismatch with the Qi1 alluvial fan surface.

Ground Motion Characterization Site Response

Outline

• Open Discussion:

- Rethinking PSHA, Detern1inistic vs. Probabilistic Hazard, Ground Motion (Kappa), Site Response

• Induced Seismicity Press Release

• Central Coastal California Tectonics (Diablo Canyon)

• SSA Field Trip - Faults in the LA Basin Region 2

Open Discussion

• Topics presented at SSA for discussion.

included:

- Rethinking PSHA

- Deterministic vs. Probabilistic Hazard

- Ground Motion (Kappa)

- Site Response 3

Induced Seismicity- USGS Press Release

• Incorporating Induced Seismicity in the 2014 United States National Seismic Hazard Model-Results of 2014 Workshop and Sensitivity Studies, http ://pubs. usgs.govI of/2015/1070/

(Posted April 23, 2015)

- Describes how injection-induced earthquakes can be incorporated into USGS seismic hazard maps

• USGS press release -

http://www.usgs.gov/newsroom/a rticle .asp? ID=4202&from=r ss home#.VVY03fmDlca

- "Earthquake activity has sharply increased since 2009 in the central.

and eastern United States. The increase has been linked to industrial operations that dispose of wastewater by injecting it into deep wells."

4

Five Parts of the Hazard Model

• To. incorporate inducecj seismicity into the seismic hazard model, the USGS evaluates the sensitivity of the hazard into five parts of the hazard. model:

1. The earthquake catal og 1

2. Earthquake rates

3. Earthquake locations

4. Earthquake Mmax (rr1aximum magnitude)

5. Earthquake ground rr1otions.

5

Steps to Develop Seismicity Model from EQ Catalog

• Four tasks are required to develop the seismicity model from an earthquake catalog:

1. Delineate areas with potentially induced seismicity using information available in scientific publications, seismicity patterns, and information on industrial activity

2. Determine whether or not to decluster the catalog, which removes foreshocks, aftershocks, and swarm events leaving only independent events

3. Assess the annual parameters of the exponential magnitude-frequency (Gutenberg and Richter, 1944) distribution that relates the number or rate of small and large earthquakes (b-value)

4. Evaluate the minimum magnitudes (Mmin) of the earthquakes in the catalog that will best predict the future large earthquakes, considering local completeness levels of the catalog.

7

17 Induced Seismicity Zones A

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f GR~ELEY

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Figure 3. Polygons showing where potential induced earthquakes have been extracted for the following :

A, Central and Eastern United States, B, Induced seismicity showing area near Oklahoma. For 3A and 38 8

c ALABAMA, BREWTON l ARKANSAS, GUY-GREENBRIER COLORADO, GREELEY 15

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• 10* 1 10-1 SA (g), 5 Hz SA (g), 5 Hz Figure 18. Hazard curves for Fort Worth, Texas and Oklahoma City, Oklahoma, for the 2014 National Seismic Hazard Model (black) and adding the induced seismicity component using the full nondeclustered or declustered catalogs with ab-value (the slope of the curve that relates the numbers of small and large earthquakes) of 1.0 or 1.5, and for smoothing parameters of 5 kilometers (km) or 50 km. Five-hertz (5-Hz, 0.2 seconds) spectral accelerations (SA) are in units of acceleration of gravity (g). TX is Texas. OK is Oklahoma.

10

40° 35° 30°

-1 10° -1 05° -1 00° - 95° - 90° -850 - 80° I

I I I

I I I I I

I I I

l 0.03 0.04 0.06 0.08 0.10 0.14 0.19 0.26 0.35 0.48 0.65 0.88 1.19 1.62 2.21 3.00 5 Hz spectral acceleration for0.04% probability of exceedance in one year Figure 3-1. 2014 NSHM provided for reference.

11

A) I %/yr ba~e model and 2014 NSHM A) I %/yr test case with minimum M3 Wld 20 14 NSHM 110* 105' 100' .05* ..go* 115' I!()'

H) OD4%/yr base modeJ 3.Ild 2014 NSHM B) 0.()4%/yr rest case wuh rrunlmum M3 and 2014 SHM

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~---~~~~~~~~~~---~

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- 110' 105' 100* -85' 90* 80.

B) 0.04%/yr test case with a declustered catalog and 2014 NSHM B) 0.04%/yr test case with a 1.5 b-value and 2014 NSHM

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A) I%/yr test case with a declustered catalog and 50 km smoothing; combined with the 20 14 NSHM 35*

30*

8) 0 .04%/yr test case with a dcclustercd catalog aad 50 Ian smoothing; combined with the 2014 NSHJ

Central Coastal C<3lifornia Tectonics (Diablo Canyon)

• Methodology for determining Slip Rates for faults surrounding Dia lb lo Canyon

• Plans for USGS geodetic survey

• Offshore fault mappini5

• PPRP Preliminary Findiings on SSHAC

• Geologic Compilation fDf faults in central California (In internal review at USGS; GIS data possibly available to NRC for our DC review from Michelle Roberts) 15

(a) Uninterpreted Profile Flattened to Se;ifl oor SW NE Methodology for determining Slip Rates for 0t£tance along prot"8 vnJ faults (b) Interpreted surrounding SW NE Diablo Canyon

~...--~~~~~~~~~~~~-:-~~~~, I ~~~~;--~~~,--~~~----.~~~~~~~~----.~~~-----,

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21 0 so 100 150 200 250 300 350 400 450 500

~ Altern<1tive Age Models f or Unconformities in Study Area Age (ka) i** Mininun H H I H i H I H I . ? .

I . , .

~

~ Preferred H I I H l H I .R '

I .~. MIS 16-t S ..._

,.

~

~

Maxinun H

EXPLANATION I I H Notes:

. I H I 1--1 -

MIS 16-15 ....

J MIS Marine oxygen isotope stage

- Waelbroeck et al. (2002) use regresslOOS established from relabve sea-level (RSL) coral terrace data and benthic foraminifera oxygen

!' 6c Marine oxygen isotope substage isotope data calibrated to sea temperature data from the North Atlantic and equatorial Pacific to create a composite RSL a.uve for Age Model for Quat ernary Unconformities I ....-'\/ Waelbroeck et a l (2002)

/ ' \ / Usaedd and Raymo (2005)

UNCONFORlllT IE S past climabc cycles. Shaded region 1s confidence tntefVal.

- Lisiecki and Raymo (2005) use 57 globally distributed 6110 records L-- - - - - - - - - - - - - - - - - -----1 to compile a 5..3 Myr record. Scaled to sea level by ca11son (2008).

- Uncertainty in lt1e ages of regional unconformities H10, H30, H40, DCPP SSC REPORT iH H10 H HJO H H40 H H4S H H48 H45 and H48 is captured through altemaflve age models, which are . . Pacific GH and Electric Company Figure 8. ~~

~L__ _ _ _ _ _ _ _ _ _ _ _ _ _ _d~e~ve~loped.:.:....:..:_rro_m_co_rre_lation _ _ro~p~a-Jeos_ea.-_1e_v_e1_cu_N_es_._ _ _ _...l!!

~ ~,~----------....1...,_----- '"f----'

From DC SSHAC Report

~-*

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t:Xl-'l..ANAI 10~

--*?*** Ouat*maty fault ltace, solfd wher"9 .,...

located dashed where approximiJ!ely bcated o~ taufl$ dot'.ed Ylltfe ~ied by underonned HtO strata, onshore faults dotli!-d where Ix.med, sh>rt dash@d ~ truerred,

.*..

queneo whe:e extsterce ts uncertam \

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- -*?*** I~ mmtyr **.

. ~

~==*1-* 0.2*1 mmrvr

=-*?-** <O 2 mm*'yr

Page 0905 of 1205 Withheld pursuant to exemption (b)(5) of the Freedom of Information and Privacy Act

Page 0906 of 1205 Withheld pursuant to exemption (b)(5) of the Freedom of Information and Privacy Act

Page 0907 of 1205 Withheld pursuant to exemption (b)(5) of the Freedom of Information and Privacy Act

Session: Central Coastal California Tectonics (Diablo Canyon)

Conveners: Stuart Nishenko, Pacific Gas. and Electric Company, Neal Driscoll, Scripps. Institute of Oceanography, and Janet Watt, USGS itle Presenting Author lick title to view text of abstract & full author list.

ENTRAL COASTAL CALIFORNIA SEISMIC IMAGING PROJECT: AN OVERVIEW Stuart Nishenko Samuel Johnson Katherine Maier LIP RATES FOR THE HOSGRI AND SHORELINE FAULT ZONES OFFSHORE COASTAL CENTRAL CALIFORNIA H. Gary Greene

- RESULTS OF HIGH-RESOLUTION 30 SEISMIC REFLECTION SURVEYS Hans AbramsonWard SAN LUIS OBISPO Phillip Hogan Daniel O'Connell Jeffrey Unruh Wayne Thatcher Chris Wills http://www.seismosoc.org/meeti ngs/2 015 I abstracts/

Session: Central Coastal California Tectonics (Diablo Canyon) - continued itle Presenting Author lick title to view text of abstract & full author list.

GEOLOGIC COMPILATION MAP OF THE CENTRAL CALIFORNIA COAST RANGES WEST OF THE SAN Michelle Roberts.

NDREAS FAULT* RESULTS CHALLENGES AND POTENTIAL USE IN SEI MIC HAZARD ANALYSIS SOS FAULT ZONE: INSIGHTS INTO BLOCK Janet Watt CENTRAL COASTAL Jeanne Hardebeck Ga ry Greene H. Gary Greene Marcia McLaren Todd Ericksen Michael Angell BMARINE PALEOSEISMIC SLIP RAT ONSTRAINTS O F HOSGRI FA LT ZONE FROM HI H-RESOLUTI N Phi llip Hogan D SEISMIC-REFLECTION DATA OFFSHORE POINT SAL CENTRAL COASTAL CALIFORNIA E Daniel Brothers Hans AbramsonWard Jamey Turner 23

Sherrod et al. - LiDAR identifies source for 1872 earthquake near Chelan, Washington 124W 120W 116W 112W Location ot study Columbia Pole of 1

Figure from Sherrod et al. SSA 2015 Poster (manuscript publication soon)

Sherrod et al. - LiDAR identifies source for 1872 earthquake near Chelan, Washington LiDAR IMAGE OF SPENCER CANYON SCARP Implications for Columbia?

2 Figure from Sherrod et al. SSA 2015 Poster (manuscript publication soon)

Sherrod et al. - LiDAR identifies source for 1872 earthquake near Chelan, Washington TRENCHING AND MAXIMUM AGE OF SCARP MULE DEER TRENCH Youngest soil and slope colluvium Jd 3

c) Youngest scarp colluvium Jb Penultimate scarp colluvium Ja Oldest scarp colluvium

~ Cataclasite Swakane gneiss tmeter t meter Butted A homotllcolluv1um

• dark gray gravelly sill

~Buried colluvium

• dk. brC1W11 pebbly safl<ly silt 5 Buried scarp collu111um

• grey graveHy silt AB Sotl horizon J Slope colluvium with ash

• ta11 gravelly silt

.Z~Mazama ssh

• 7627 +/- 150 C81 yr BP Cc/tuvium

• brown gravelly sand 3

Figure from Sherrod et al. SSA 2015 Poster (manuscript publication soon)

Field Trip: Faults, vistas, and earthquakes in the.

northern Los Angeles and Pasadena Region Overview of LA Basin

- Puente Hills Thrust Hollywood Fault Site of Whittier Narrows 1994 Event a

._ 1994 Epicenter

\ \ ..

I 4. A"-trY

'* Overlook

-* ~-- .

• Figures from field trip guide which can be downloaded from the SSA website here:

http ://www. se ism osoc.

org/meetings/2015/SSA 15 FTGuideFinal2.pdf

...

1 I t

• t

• 27

Puente Hills and Compton Blind Thrust Faults

~ Map of major fau ts in southern California from the Southern California Earthquake Cen er's Community Fau t ~ode (CFMt San Andreas fault (red) and Puente HI sand Compton blind hrust faults (orange) are highlighted. Thin red lien$ show surface traces o f faults in the CFM White lines denote coasthne and California State boundaries. Image created by Andreas Pesch and John Shaw (Harvard University). FT Guide page 4

~ Map of major blind thrust fau lts in the Los Angeles basin. Note segmented nature of Puente Hills blind thrust fault (orange) and Compton blind thrust ramp (yellow) extend ing beneath much of much of the western LA metropolitan area. Both blind thrust ramps dip gently northward (Shaw et al. , 2002; Leon et al. , 2009). 'd 29 FT Gui e page 5

CF7 A :....*-#......'!""!"'""""~~~CF~7~i'"li!P"-~-rti.-.inF A 8 CFl CFIO CF3CF6CFSCF4 CFS CF2 CF9 a.

and overlying drill hole data. as would be expected for the water table. Thin, vertical, wllite Lines show b-Orehole locations. Dashed wllite Lines represent active, synclinal and inactive. anticlinal axial surfaces. Black box indicates location of hammer source profile shown in part A. B- 0' marks the trctce of the seismic reflection profile in Figure 2. (c) Seismic reflection image of the back-limb fold structure showing upward narrowing zone of active fo lding (growth triangle) delimited by sharply defined axial surfaces [Shall' and Suppe, 1996). Dashed white lines represent active, syncli nal and inactive, anticlinal axial surfaces. Black box indicates location of weight drop source profile shown in pan B. C- C' marks the trace of the seismic reflection profile in Figures I and 2. (d) Fault bend fold model of back-limb fold structure of the Compton fault with discrete axial surface yielding an upward narrowing fo ld limb in growth strata (modified after Shaw and Suppe [1996)). 30

---+N A

-- E

......

.c.

O CFl CFlO CF3 CF7CF6

-- .- ,_

-,,;:,;.

CFS CF4 CFS CF2 CF9

! Event 1 - 1.1m

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-

100

-

200

-

300 I

1::::

.___

.........

. 400 r..............

I 500 I

600*' 700

,I

-- l No growth distance (m) 16x vertical exaggeration

---+N B 0 CF1 CF10 CF3 CF7CF6 CFS CF4 CF2 CF9

• units Event 1 - l-1m n Unit 10 ~s>em°i~i 1.7m Unit15 No growth L.. Unit 16 Event 3 - 1.2m No growth Unit 20 Event 4-1.3m D Unit30 No growth

• unit40 L Unit42

• Unit SO Event 5 - 0.6m

• Unit60 I_ Cohesive 30 Event 6 - 1.9m units

• Organic 35 rich soils 100 20 30 40 500 70 d istance (m) Bx vertical exaggeration Figure 4. (a) Borehole re ult from the Stanford Avenue tran ect. Cro~ ec tion of n1ajor stratigraphic unit (16 x vertica l exaggeration) . hewing the details of the mo. l recent uplift event (event I). Thin vertical line are borehole. . Green horizontal line i the pre enl ground . urface. (b) Cro.

• ection o f major tratigraphjc unit ( x vertical exaggeration). olors denote different *cdimcntary unit . Thin red line mark the lops of major sand and gra cl unit . Doubl e-headed red crtical anows along the right side how the traligraphi c range of interva l o f cdimcntary thickening aero.. the tran ect, \vi th the upJift in each c cnl shown to tbc right of each arrow. D ublc-bcadcd green ertical an-o\ . how interval o f no

. edimentary growth. 31

Puente Hills Blind Thrust and Site of 1987. Mw 6.0 Whittier Narrows Focus

+ 30 cutaway image showing geometry of the central , Santa Fe Springs segment of the Puente Hills blind thrust fault through the site of the 1987 Mw 6.0 Whittier Narrows focus.

Geometry of the uppermost 7 km is constrained by high-quality petroleum-industry seismic reflection data, whereas the deeper fault geometry is constrained by the location of the 1987 mainshock focus and

- relocated aftershocks. Data from Shaw and Shearer (1999) and Shaw et al. (2002).

5 32 FT Guide page 5

4::!0000 N

f~

Skm 8 Shalv et al. (2002)

(A) 1\ifap of three main structural. segments of ~e i----15_/: Puente Hills lbni'.it (PHT) . From west fo east these are 'the Los ..ol\n.geles segment, the Santa Fe Springs. segment~ and the Coyote Hills segment, I

which itself comprises hro di:rtinc:t sub-segnien.G.

i----1

.C)m /: (B) Cross section based on pettoiewu-indushy sei'mlic relfection datta (to 7 km depth) and mainshock and reioc-.a ted aftershocks of the 1987 PHT 1\ifw 6. 0 \Vbittier Narrows eillthquake (Shaw &

Shearer: 1999 Science) from U - ] 5 .km depth)_

j Tp m.ldd!le ~'lioce:!!e

& oldi:r ... ... .

' ]j 33

Hollywood Fault A hlul\91Qca!ed PY QilOl~l'lnoOel ~Al g:llKlf\ apc>l'Q)(Jn\Ai. loc~llon of 1t..-11W bull I*' CQS, 2014 A ~rcunjyw,e r iewl ~ alher mapped faults poss1bty not .elMl A laullsl!'UIC>J* II\ btdtocl< lopognlpllic ascarpmarm augggal ng mlll localiDn

• topograpnic uckltas er ll'OU!IJkS ..J-!!,, locely Incised <111 nnges Strip mop showing features related to fault interpretation in the Hollywood, CA Quadrangle. Yellow star indicates this field trip stop location. (base mop is from 1923-1925 topoqrophic survey)

This mop .shows the Interpreted and locally verified active traces of the Hollywood Fault Zone across the Hollywood 7.5' quadrangle {Hernandez and Treiman, 2014; Hernandez, 2014). The yellow shaded zone surrounding the faults Is the Afquist-Priolo Earthquake Fault Zone for required investigation

{Califomia Geological Survey, 2014).

34

camtno Palmero Borohole Transect.

Boreholes used to ID ~I-SouthHollywood, Qiilifom ia Notth__.

lc~~~~c?p9.£~fcFP9~F~tffj11r S-12 CP*G CP.O CP..fCP CP-8 CP-H S.10 Hollywood Fault

• CP-t "'

.. __ .,,,

2

---*-- 4 6

• - U) a:

6 ~

w 8~

8 *'-*

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Main Act'JvevS1rands o<< UNl'T 6 the Hollywood Fault 16 Dolan and others, 2oorr

~ Perspective view of terrain from Hollywood Hills to the Garlock Fault, from Q-fault database (http://earthquake.usgs.gov/hazards/qfaults/). Note that the unnamed blind fault responsible for the 1994 Northridge earthquake is not the Northridge Hills FaulU (The 1994 rupture plane terminates against the overriding Northridge Hills fault) SMF=Sierra Madre Fault System. 36

Columbia - Fault Source Sensitivity Study 05/12/2015

Sensitivity Test

1. What if fault source slip rates were doubled?

Double all fault sources (subduction and background seismicity sources stay the same)

Frequency Change to Total Change to Total Change to Change to

{Hz) Hazard Curve Hazard Curve Rock GMRS Rock GMRS

{sum of all fault {sum of all fault {g) {%)

sources) at lE-4 sources) at lE-5 I 0.3288 36%

1 43% 33% 0.1937 21%

10 25% 20% 0.0637 35%

100 44% 35% 0.0040 22%

Average.%. Change to. GMRS = 28.5%

% Increase by fault source - 0.1 Hz

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AF NO DATA NO DATA AF NO DATA NO DATA ARH 0.7 1.4 ARH 0.5 1 CH 0.02 0.04 CH NO DATA NO DATA YR 2.8 5.6. YR 5. 10 FH 0.015 0.03 FH NO DATA NO DATA HHH 1.6 3.2 HHH 0.75 1.5 HR 0.7 1.4 HR 0.45 0.9 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF NO DATA NO DATA MF NO DATA NO DATA MF NO DATA NO DATA MR 0.012 0.024 MR NO DATA NO DATA RAW 0.65 1.3 RAW 0.45 0.9 RM 2.8 5.6 RM 2 4 SB NO DATA NO DATA SB NO DATA NO DATA SFZ 0.03 0.06 SFZ NO DATA NO DATA SM 0.55 1.1 SM 0.3 0.6 TR 0.09 0.18 TR NO DATA NO DATA UR 1.6 3.2 UR 1.6 3.2 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.1 0.2 WF NO DATA NO DATA No Data 10.603 21.206 No Data 10.95 21.9 SUM 100 122.27 SUM 100.15 122.15 Adjusted Sum 22.27 Adjusted Sum 22.15

% Increase by fault source - 1 Hz

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AF NO DATA NO DATA AF NO DATA NO DATA ARH 1.5 3 ARH 1 2 CH 0.16 0.32 CH NO DATA NO DATA YR 5.5 11 YR 8.5 17 FH 0.055 0.11 FH NO DATA NO DATA HHH 3.9 7.8 HHH 1.6 3.2 HR 3.9 7.8 HR 4.5 9 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF 0.75 1.5 MF NO DATA NO DATA MF NO DATA NO DATA MR 0.025 0.05 MR NO DATA NO DATA RAW 1.8 3.6 RAW 1.4 2.8 RM 10 20 RM 5 10 SB NO DATA NO DATA SB NO DATA NO DATA SFZ NO DATA NO DATA SFZ NO DATA NO DATA SM 1.8 3.6 SM 0.8 1.6 TR 0.18 0.36 TR 0.12 0.24 UR 5.5 11 UR 5.5 11 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.18 0.36 WF NO DATA NO DATA No Data 8.14 16.28 No Data 3.41 6.82 SUM 100 142.64 SUM 100 132.58 Adjusted Sum 42.64 Adjusted Sum 32.58

% Increase by fault source - 10 Hz

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AF NO DATA NO DATA AF NO DATA NO DATA ARH 1 2 ARH 0.48 0.96 CH 0.039 0.078 CH NO DATA NO DATA YR 4.2 8.4 YR 4 8 FH 0.042 0.084 FH NO DATA NO DATA HHH 3 6 HHH 0.8 1.6 HR 3.8 7.6 HR 3.4 6.8 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF NO DATA NO DATA MF NO DATA NO DATA MF NO DATA NO DATA MR 0.012 0.024 MR NO DATA NO DATA RAW 1.6 3.2 RAW 0.8 1.6 RM 7.5 15 RM 3.5 7 SB NO DATA NO DATA SB NO DATA NO DATA SFZ NO DATA NO DATA SFZ NO DATA NO DATA SM 1.5 3 SM NO DATA NO DATA TR 1.2 2.4 TR 0.48 0.96 UR 5 10 UR 3.4 6.8 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.09 0.18 WF NO DATA NO DATA No Data No Data 2.885 5.77 SUM 100 124.499 SUM 100 119.745 Adjusted Sum 24.499 Adjusted Sum 19.745

% Increase by fault source - 100 Hz AF NO DATA NO DATA AF NO DATA NO DATA ARH 1.2 2.4 ARH 0.8 1.6 CH 0.18 0.36 CH NO DATA NO DATA YR 3.2 6.4 YR 3.9 7.8 FH 0.18 0.36 FH NO DATA NO DATA HHH 4 8 HHH 1.8 3.6 HR 2.4 4.8 HR 3.5 7 LB NO DATA NO DATA LB NO DATA NO DATA LF NO DATA NO DATA LF NO DATA NO DATA MF NO DATA NO DATA MF NO DATA NO DATA MR 0.08 0.16 MR NO DATA NO DATA RAW 1.6. 3.2 RAW 1.3 2.6 RM 7 14 RM 5.5 11 SB 0.035 0.07 SB NO DATA NO DATA SFZ NO DATA NO DATA SFZ NO DATA NO DATA SM 2 4 SM 0.95 1.9 TR 0.16 0.32 TR 0.095 0.19 UR 4.8 9.6 UR 4.5 9 CM NO DATA NO DATA CM NO DATA NO DATA WF 0.38 0.76 WF 0.09 0.18 No Data 16.865 33.73 No Data 12.355 24.71 SUM 100 144.08 SUM 100 134.79 Adjusted Sum 44.08 Adjusted Sum 34.79

Licensee's UHRS vs GMRS with and without Site Response 3.0 ~------- 1 ~i------~

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- ,._ Licensee's lE-4 Rock UHRS I f [\

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licensee's Rock GMRS (NRC calculated from licensee UHRS)

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• licensee's lE-5 Rock UHRS

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- . _ Licensee's lE-4 5% Damped UHRS (with site response)

- + - Licensee's 5% Damped GMRS (with Site Response)

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• Licensee's lE-5 5% Damped UHRS (with site response) 0.1 1 10 100 Frequency. (Hz)

% Change to UHRS when fault source contribution is doubled 3.0 ~---~----------------------~

Licensee's lE-4 Rock UHRS

- - - Licensee's Rock GMRS (NRC calcu lated from licensee UHRS)

• * *

• Licensee's lE-5 Rock UHRS

- ,._ Double All Fault Sources - lE-4 UHRS (g)

_.,_ Double All Fault Sources - Rock GMRS

• * *

• Double All Fault Sources - lE-5 Rock UHRS (g) 0.1 1 10 100 Frequency (Hz)

Estimated% change to GMRS when fault source contribution is doubled 3

- + - Licensee's 5% Damped GMRS 3

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0.100 1.000 10.000 100.000 Frequency (Hz)