ML101170542
| ML101170542 | |
| Person / Time | |
|---|---|
| Site: | Crystal River  |
| 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) | |
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 I ! I Dir - Nuclear Containment VP - Nuclear Upgrades VP - CR3 Project Manager Oversight Ernie Kapopolous Jon Franke GarryMiller Joe Donahue
-Y Ongoing SGR Execution Analysis Magdy Bishara Mgr - Engineering E Technical Analysis Mgr - Nuclear Oversight CR3 Steve Cahill Jack Huegel
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Project Controls I
9 ýGt '1 II Oversight & Independent Review I*
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Oraizto 0V0ew-E Fucinl Public i Media- Financial Ib Nuclear Oversight Crystal Coovert (via IvyWang), Jack Huegel, J SMCIBoard ",
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J Project Assuran' BrOce Cosgrovy cei I- Legal.
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Oraizto - Tehia Stutr Detail I I Root:Cause Design Basis Condition Repair Analysis-Analysis -Analysis Assessment & Post-Testing Charles Williams (BNP) Don Dyksterhouse-(NPD) Paul Fagan(RNP)
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Sammy Radford (HNP) 1=. -.
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CraigMiller(RCA Lead)(CR3)
-4 Mac Sealy (HNP)
Glenn Pugh (CR3)
Rick Portman (CR3)
Dennis Herrin(CR3)
Ron Knott (NPD)
Jim Paul(BNP) Bill Baird-(GTC)
Martin Souther (BNP)
Wayne Worthington (NESD)
PGN Personnel a
I Ron Knott (NPD)
-1
-A Construction(T CraftI Participating Industry Specialty Concrete NDT
-I Peers Participating Industry Peers (TBD) Contractor Dale Krause (SCANA) Construction Technology John Piazza (Exelon) Laboratories(CTL)
-4 Dan Florello(Exelon) Concrete Repair ParthaGhosal(Southern)
-1 External Contractor for Specialist DB Analysis (TBD) .1 F (TBD on Oct 21)
"IF External RCA Contractor PerformanceImprovement, International(PI) ,(DrChiu) a External SME Consultants (Others TBD)" -I I -I Craft Field Support via Glen Campbell (Bechtel)
Design Mod(s) Support (TBD)
External SME Consultants l - l Orhan Gurbuz (Bechtel)
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.Others TBD Original AiE I
SME Consultants 4
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-(TBD) PrecisionSurveillance IIa Tendon Platform Contractor 1 SEU Process Support John Westbrook (BNP) I l
Progress Energy
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- Analysis Root Cause Analysis cross Check Contractor Support - P11 (Dr-Chong Chiu) I Assessment of I Condition Contractor- CTL L IImplement Design Basis Analysis I DB Contractor SUpport - TBD on Oct 2 Cor rective Actions aridlor Repairs Repair Analysis & Post.Testin, I Contractor(s) Support - TBD I Peer Review(s)
ETT---m is I SGR Team - Ongoing SGR/Outage Analys Analysis zkProgress Energy 12 Cross Check 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)
"" 13 ,, Progress Energy
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 UndercutAnchor 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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