ML102920073

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Containment 40 Undated Delamination Investigation Report
ML102920073
Person / Time
Site: Crystal River Duke Energy icon.png
Issue date: 09/20/2010
From:
Progress Energy Co
To:
Office of Information Services
References
FOIA/PA-2010-0116
Download: ML102920073 (20)


Text

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-. Reotn ViewO Chief Nuclear Officer Jim Scarola I

I Dir - Nuclear Upgrades Ernie Kapopolous I

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VP - CR3 Jon Franke VP - Nuclear Oversight Joe Donahue K

Ongoing SGR Execution Analysis Magdy Bishara Mgr-Engineering Steve Cahill Mgr - Nuclear Oversight CR3 Jack Huegel I

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I Implement Corrective Actions and/or Repairs II II

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Tehia Apprac Detil o Root Cause Analysis-Team (draft RCA ~ mid-Nov) o Performance Improvement International (PII) (Dr Chong Chiu) o Includes specialized RCA analysis to facilitate support/refute o Historical data gathering supported by PGN personnel o Ongoing Field data from Condition Assessment Team o0 Expedite identification of most likely causes (target - 1 week) o Condition Assessment Team (~ 2 weeks) o Construction Technology Laboratories (CTL) for Non-Destructive Testing 0 Impact Echo and Impulse Response techniques o Backed up by core bore samples & boroscopic inspection o CTL & MacTec for Petrographic Analysis o Containment external visual inspection (IWL process) o Activities governed by Test Procedure(s) t Progress Energy 13

Tehia Apprac Dtils (cnt

  • 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 g

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I 60' f BUTTRESS NO 2 BUTTRESS NO 3 180" Tendons Removed Source Drawing:

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EL 226-3 3/4" EL 232'-10 1/2" EL 229'-8 1/4" EL 226'-0" EL 223'-3 3/4" EL 220'-4 1/2" EL 216-11 1/4" EL 213'-9" EL 21 W-6 3/4" EL 207-4 1/2" EL 204'-2 3/4" EL 284-0" EL 19r-9 3/4" EL 194'-7 1/2-EL 197'-5 1/4" EL 18'-2 3/4" EL 184C-11 3/4"

  • EL 1816-8 3/4" EL 178'-5 3/4" EL 175'-2 3/4" EL 171*-11 3/4" EL 16W-8 3/4" EL 165'-5 3/4" EL 162'-2 3/4" EL 158"-11 3/4" EL 1554-8 3/4" EL 152'-5 3/4" EL 149"-2 3/4" EL 145--11 3/4" EL 142'-8 3/4" EL 139"-5 3/4" EL 13*'-2 3/4" EL 132-11 3/4" EL 1291-8 3/4" EL 126'-5 3/4" EL 123'-2 3/4" EL 119'--l 3/4" EL 116--8 3/4" EL 198"-5 3/4" EL 110'-2 3/4° EL lee*-I1 3/4" EL 103*-8 3/4*

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  • Th7k fcc EL 247'-9" EL 244'-6 3/4" EL 241-4 1/2" EL 238'-2 1/4" EL 235'-@"

EL 231'-9 3/4" EL 228'-7 1/2" EL 225'-5 1/4" EL 222'-3" EL 219"-4 3/4" EL 215"-l1 1/2" EL 212'-8 1/4" EL 209,-6*

EL 206"-3 3/4" EL 263-l 1/2" EL I "'-)1 1/4" EL 196'-9" EL 193'-6 3/4" EL 19'-4 1/2" EL 187'- 1 3/4" EL 183"-I0 3/4" EL 18'-7 3/4" EL 177'-4 3/4" EL 174'-1 3/4" EL 17W-10 3/4" EL 167*-7 3/4" EL 164'-4 3/4" EL 161-1 3/4" EL 157'-10 3/4" EL 154'-7 3/4" EL 151'-4 3/4" EL 148"-1 3/4" EL 144'-10 3/4" EL 141'-7 3/4" EL 138"-4 3/4" EL 135'-1 3/4" EL 131"-)O 3/4" EL 128"-7 3/4" EL 125'-4 3/4" EL 122 -1 3/4" EL 118-

-8 3/4" EL 115'-7 3/4" EL 112'-4 3/4" EL 109'-1 3/4" EL 105-10 3/4" EL 102'-7 3/4" EL 6'-1 3/4" F

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Buttress Cutaway 02.1 A5 4`1 A531....

(-PEP, vkzýrý Buttress match=line A-A5.5.?_4-ca I Typical Wall Section at Construction-Opening (Plan View)

Source Drawing:

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~ALLNER fL Typical Wall Section at Construction Opening Source Drawing:

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