ML101170542

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E-Mail from Franke to Lake, Crystal River 3 Containment Delamination Update
ML101170542
Person / Time
Site: Crystal River Duke Energy icon.png
Issue date: 10/27/2009
From: Mark Franke
NRC/RGN-II/DRS/EB3
To: Lake L
NRC/RGN-II/DRS/EB3
References
FOIA/PA-2010-0116
Download: ML101170542 (21)
v • d • e


Text

Franke, Mark From:

Franke, Mark Sent:

Tuesday, October 27, 2009 9:08 AM To:

Lake, Louis

Subject:

FW: Crystal River 3 Containment Delamination Update Attachments:

Crystal River Licensee Update.PDF From: Franke, Mark Sent: Tuesday, October 27, 2009 9:05 AM To: McCree, Victor Cc: Kennedy, Kriss; Christensen, Harold

Subject:

RE: Crystal River 3 Containment Delamination Update Thanks Vic.

I attached material that Progress Energy gave to us on October 22.

From: McCree, Victor Sent: Tuesday, October 27, 2009 8:27 AM To: Franke, Mark Cc: Kennedy, Kriss; Christensen, Harold

Subject:

Crystal River 3 Containment Delamination Update

Mark, Thanks for the timely update on the subject activities -- it was exactly what I needed to respond to an impromptu request from the DEDR.

Vic 29

Crystal Rie nt#

Continmet Deamiatio Invstigtio 0 *Think Fleet.

Progress Energy

Crystal River #3 Aerial View 2

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Chief Nuclear Officer Jim Scarola I

I Dir - Nuclear Upgrades Ernie Kapopolous I

VP - CR3 Jon Franke Containment Project Manager Garry Miller VP - Nuclear Oversight Joe Donahue I

-Y Ongoing SGR Execution Analysis Magdy Bishara Mgr - Engineering Steve Cahill E

Technical Analysis

[Interfaces Mgr - Nuclear Oversight CR3 Jack Huegel Project Controls I m

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  • Progress Energy II

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-E Fucinl 0V0ew Public i Media-Financial Crystal Coovert (via IvyWang),

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BrOce Cosgrovy Ib Nuclear Oversight Jack Huegel, cei I-Legal.

(via Alex,rGlen) 10

Oraizto Tehia Stutr Detail I

Root:Cause Analysis Charles Williams (BNP)

I Design Basis

-Analysis Don Dyksterhouse-(NPD)

Condition Assessment Paul Fagan (RNP)

Repair Analysis-

& Post-Testing Sammy Radford (HNP)

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CraigMiller (RCA Lead)(CR3)

Glenn Pugh (CR3)

Rick Portman (CR3)

Dennis Herrin (CR3)

Ron Knott (NPD)

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-1 Ron Knott (NPD)

Jim Paul (BNP) I Participating Industry Peers (TBD)

Participating Industry Peers Dale Krause (SCANA)

John Piazza (Exelon)

Dan Florello (Exelon)

Partha Ghosal (Southern)

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-I Mac Sealy (HNP)

Bill Baird-(GTC)

Martin Souther (BNP)

Wayne Worthington (NESD)

Specialty Concrete NDT Contractor Construction Technology Laboratories (CTL)

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Construction(T CraftI PGN Personnel I External Contractor for DB Analysis (TBD on Oct 21)

Concrete Repair Specialist (TBD)

.1 F"I External RCA Contractor Performance Improvement, International (PI),(Dr Chiu)

Design Mod(s) Support (TBD) a F

External SME Consultants (Others TBD) I Craft Field Support via Glen Campbell (Bechtel)

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External SME Consultants Orhan Gurbuz (Bechtel)

.Others TBD l

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-I Original AiE SME Consultants

-(TBD) a 4 Tendon Platform Contractor 1 Precision Surveillance Progress Energy IIa SEU Process Support John Westbrook (BNP) I l

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  • Analysis Root Cause Analysis cross Check Contractor Support - P11 (Dr-Chong Chiu)

I Assessment of I

Condition Contractor-CTL L

Design Basis Analysis DB Contractor SUpport - TBD on Oct 2 Repair Analysis & Post.Testin, Contractor(s) Support - TBD Cor ar is I

I Analysis Cross Check IIImplement rective Actions idlor Repairs Peer ETT---m Review(s)

I SGR Team - Ongoing SGR/Outage Analys zkProgress Energy 12 II

Tehaa A

g,.ac I~ail Root Cause Analysis Team (draft RCA mid-Nov)

Performance Improvement International (PII) (Dr Chong Chiu)

Includes specialized RCA analysis to facilitate support/refute Historical data gathering supported by PGN personnel Ongoing Field data from Condition Assessment Team Expedite identification of most likely causes (target - 1 week)

Condition Assessment Team (~ 2 weeks)

Construction Technology Laboratories (CTL) for Non-Destructive Testing Impact Echo and Impulse Response techniques Backed up by core bore samples & boroscopic inspection CTL & MacTec for Petrographic Analysis Containment external visual inspection (IWL process)

Activities governed by Test Procedure(s)

Progress Energy

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Design Basis Analysis Team (~ 3 to 4 weeks)

Contractor Support for DBA Modeling - RFP Responses Received Oct 20, Decision on Oct 21 Support Past-Operability Analysis Analysis Supporting Acceptability of Proposed Repair Options Repair Team (repair duration TBD) Example - Maxi-Bolt Undercut Anchor System Investigating Repair Alternatives for Delaminated Areas Evaluating Bar Anchorage Options and Grout/Epoxy Options Evaluating Constructability & Duration May Affect Construction Opening Restoration May Require Design Change(s) to existing EC RCA and DBA Completion Tentatively Restrains Restoration Timing 4Progress Energy

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