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| number = ML063420609
| number = ML063420609
| issue date = 11/04/2006
| issue date = 11/04/2006
| title = 2006/11/04-Powerpoint: Oyster Creek 1R21 Outage Startup PORC Update on Drywell Shell Inspections November 4, 2006 (PA)
| title = Powerpoint: Oyster Creek 1R21 Outage Startup PORC Update on Drywell Shell Inspections November 4, 2006 (PA)
| author name =  
| author name =  
| author affiliation = - No Known Affiliation
| author affiliation = - No Known Affiliation
Line 16: Line 16:


=Text=
=Text=
{{#Wiki_filter:Oyster Creek 1 R21 Outage Startup PORC Update on Drywell Shell Inspections November 4, 2006 11/4/2006 I  
{{#Wiki_filter:Oyster Creek 1R21 Outage Startup PORC Update on Drywell Shell Inspections November 4, 2006 11/4/2006                                     I
( (Agenda° Issues Identified" External Questions and Concerns" Actions Initiated" Corrective Actions° Drywell Shell Integrity" Conclusions
 
° Next Steps° Reference Drawings 11/4/2006 2 Q (Issues Identified
(         (
Agenda
° Issues Identified
" External Questions and Concerns
" Actions Initiated
" Corrective Actions
° Drywell Shell Integrity
" Conclusions
° Next Steps
° Reference Drawings 11/4/2006                         2
 
Q                           (
Issues Identified
* Standing water was identified in the trench inside the Drywell at the Drywell floor level in Bay'5 when the foam fill was removed for planned inspections.
* Standing water was identified in the trench inside the Drywell at the Drywell floor level in Bay'5 when the foam fill was removed for planned inspections.
* Dampness was identified in the other trench in bay 17, however, no standing water was present.11/4/2006 3 Q (. C Actions Initiated* Performed detailed drawing reviews to identify potential sources of water* Obtained water samples and performed lab analysis* Performed in plant inspections to identify potential leakage paths* Performed a dye tracer test in the sub pile room trough to determine leakage source 11/4/2006 5 Actions Initiated " continued* Removed additional concrete to perform UT exams to determine any impact to the Drywell shell* Prepared a comprehensive engineering evaluation to evaluate the impact of water on the Drywell shell integrity° Performed field repairs and modifications to mitigate future water intrusion 11/4/2006 6 Corrective Actions* Inspection of the stainless steel liner (VT_ 1) of the Drywell floor drain sump confirmed that the liner remains leak tight.* Sealed the concrete curb to Drywell shell interface at the perimeter of the Drywell with approved caulking materials.
* Dampness was identified in the other trench in bay 17, however, no standing water was present.
* Repaired leakage paths in the sub pile room. drainage trough° Caulked the. concrete to Drywell shell interface in bay #5 and #17 trenches* Performed a-post modification leakage test of-the trough-to confirm the repairs were adequate 11/4/2006 7  
11/4/2006                                           3
( C Drywell Shell Integrity Review* Engineering evaluations were developed to evaluate the current acceptability of the drywell shell" Specific areas evaluated included:-Detailed field walk-downs and inspections Chemistry sample analysis of the water in-the bay #5 trench-Non destructive and visual examinations.of the Drywell shell.in both trenches and on the exterior side in the sand bed region.-Removal of additional concrete on the bottom of bay #5 trench and completion of non destructive and visual examinations
 
-A corrosion evaluation of the Drywell shell steel, in contact with concrete in the presence of water -11/4/2006 8  
Q                         (.                         C Actions Initiated
( ( (k Conclusions" Investigations concluded that the likely entry point for the water was a deteriorated connection at the sub-pile room drainage trough* Non destructive exams confirmed that the drywell shell thickness maintains adequate margin by exceeding the required minimum wall thickness" Established that the drywell shell structural integrity is not impacted by continued water in the drywell elevation 10'-3" concrete* Drywell structural integrity is maintained and continues to meet all of its design bases requirements
* Performed detailed drawing reviews to identify potential sources of water
* Will perform additional inspections during 2008 refueling outage 11/4/2006 9 (C Next Steps*Technical Evaluation Updates and Completion
* Obtained water samples and performed lab analysis
*Evaluations Support Current Restart Schedule*Notifications to Stake-holders
* Performed in plant inspections to identify potential leakage paths
*Ongoing Communications with NRC & State officials C.11/4/2006 10  
* Performed a dye tracer test in the sub pile room trough to determine leakage source 11/4/2006                                             5
( D (Reference Drawings 11/4/2006 11 C C (Sandbed region is located on the exterior of Drywell L Trenches located in concrete floor inside the Drywell in two locations crete at two locations inside the"to gain access -to..the drywell shell adjacent to the sand bed region. The purpose of clearing out the area was to obtain UT thickness measurements.
 
11/4/2006 12 p Vw (Top View -Drywell Floor Sketch" 11/4/2006 13  
Actions Initiated continued        "
((.(Plan View of Trough and Trenches SEE DETAIL-J" CROSS SECTIONt AREA.OF xmaemm KEY PLAN, tSCft~q Mw 11/4/2006 14 K K SKETCH SHOWING LOWER DRYWELL-SAND BED, TRENCH & SUMP-H.P. V-9 L.P'. 6--Pu DRAINAGE CHANNEL 5ECTION 1113"- 1113 LOOK(ING WfE5T N'K-I-K>Trench Detail Sketch LIGHT DENSI'SILICONE INC.DRYWELL T/CURB M,_EL. 1I'-0" VARIES RTV FOAM CROSS-SECTION AREA OF TRENCHES IN BAYS 5&17 11/4/2006 17 C C External Questions and Concerns*Analysis of data from 2 UT measurements in upper region*Previously unidentified construction issues (voids, cracks) effect on design bases/assumptions
* Removed additional concrete to perform UT exams to determine any impact to the Drywell shell
*Completion of repairs prior to completion of evaluations
* Prepared a comprehensive engineering evaluation to evaluate the impact of water on the Drywell shell integrity
*Assurance that corrosion has been arrested (water and iron oxide present in trench)*Questions were reviewed and addressed during combined 1 1 AMrGen, NRC and State meeting on 11/3/2006 4}}
° Performed field repairs and modifications to mitigate future water intrusion 11/4/2006                                         6
 
Corrective Actions
* Inspection of the stainless steel liner (VT_ 1) of the Drywell floor drain sump confirmed that the liner remains leak tight.
* Sealed the concrete curb to Drywell shell interface at the perimeter of the Drywell with approved caulking materials.
* Repaired leakage paths in the sub pile room. drainage trough
° Caulked the. concrete to Drywell shell interface in bay #5 and #17 trenches
* Performed a-post modification leakage test of-the trough-to confirm the repairs were adequate 11/4/2006                                                       7
 
(                                     C Drywell Shell Integrity Review
* Engineering evaluations were developed to evaluate the current acceptability of the drywell shell
      " Specific areas evaluated included:
          - Detailed field walk-downs and inspections Chemistry sample analysis of the water in-the bay #5 trench
            - Non destructive and visual examinations.of the Drywell shell.
in both trenches and on the exterior side in the sand bed region.
            - Removal of additional concrete on the bottom of bay #5 trench and completion of non destructive and visual examinations
            - A corrosion evaluation of the Drywell shell steel, in contact with concrete in the presence of water -
11/4/2006                                                                     8
 
(                                     (                                       (k Conclusions
  "   Investigations concluded that the likely entry point for the water was a deteriorated connection at the sub-pile room drainage trough
* Non destructive exams confirmed that the drywell shell thickness maintains adequate margin by exceeding the required minimum wall thickness
  " Established that the drywell shell structural integrity is not impacted by continued water in the drywell elevation 10'-3" concrete
* Drywell structural integrity is maintained and continues to meet all of its design bases requirements
* Will perform additional inspections during 2008 refueling outage 11/4/2006                                                                   9
 
(                                 C                    C Next Steps
          *Technical Evaluation Updates and Completion
          *Evaluations Support Current Restart Schedule
          *Notifications to Stake-holders
          *Ongoing Communications with NRC & State officials
  .11/4/2006                                           10
 
(                     D       (
Reference Drawings 11/4/2006                   11
 
C C                                                       (
Sandbed region is located on the exterior of L
Drywell Trenches located in                                         crete at two locations inside the concrete floor inside the                                    "to gain access -to..the drywell shell adjacent to the sand bed region. The purpose of clearing Drywell in two locations  out the area was to obtain UT thickness measurements.
11/4/2006                                                                       12
 
p Vw                         (
Top View   - Drywell Floor Sketch" 11/4/2006                             13
 
(                                 (.           (
Plan View of Trough and Trenches SEE DETAIL-J" CROSS SECTIONt AREA.
OF xmaemm KEY PLAN, tSCft~q Mw 11/4/2006                                     14
 
K                     K SKETCH SHOWING LOWER DRYWELL-SAND BED, TRENCH &SUMP
-H.P. V-9                 5ECTION 1113"- 1113 L.P'. 6--Pu             LOOK(ING WfE5T DRAINAGE CHANNEL
 
                                                                              -I-N'                                         K                                 K>
Trench Detail Sketch LIGHT DENSI' SILICONE INC.
T/CURB DRYWELL              M,_EL. 1I'-0" VARIES RTV FOAM CROSS-SECTION AREA OF TRENCHES IN BAYS 5 & 17 11/4/2006                                                                   17
 
C                             C                               (*
External Questions and Concerns
  *Analysis of data from 2 UT measurements in upper region
  *Previously unidentified construction issues (voids, cracks) effect on design bases/assumptions
  *Completion of repairs prior to completion of evaluations
  *Assurance that corrosion has been arrested (water and iron oxide present in trench)
  *Questions were reviewed and addressed during combined 11AMrGen, NRC and State meeting on 11/3/2006                 4}}

Latest revision as of 16:17, 7 December 2019

Powerpoint: Oyster Creek 1R21 Outage Startup PORC Update on Drywell Shell Inspections November 4, 2006 (PA)
ML063420609
Person / Time
Site: Oyster Creek
Issue date: 11/04/2006
From:
- No Known Affiliation
To:
Office of Nuclear Reactor Regulation
References
%dam200701, TAC 8261
Download: ML063420609 (16)
v • d • e


Text

Oyster Creek 1R21 Outage Startup PORC Update on Drywell Shell Inspections November 4, 2006 11/4/2006 I

( (

Agenda

° Issues Identified

" External Questions and Concerns

" Actions Initiated

" Corrective Actions

° Drywell Shell Integrity

" Conclusions

° Next Steps

° Reference Drawings 11/4/2006 2

Q (

Issues Identified

  • Standing water was identified in the trench inside the Drywell at the Drywell floor level in Bay'5 when the foam fill was removed for planned inspections.
  • Dampness was identified in the other trench in bay 17, however, no standing water was present.

11/4/2006 3

Q (. C Actions Initiated

  • Performed detailed drawing reviews to identify potential sources of water
  • Obtained water samples and performed lab analysis
  • Performed in plant inspections to identify potential leakage paths
  • Performed a dye tracer test in the sub pile room trough to determine leakage source 11/4/2006 5

Actions Initiated continued "

  • Removed additional concrete to perform UT exams to determine any impact to the Drywell shell
  • Prepared a comprehensive engineering evaluation to evaluate the impact of water on the Drywell shell integrity

° Performed field repairs and modifications to mitigate future water intrusion 11/4/2006 6

Corrective Actions

  • Inspection of the stainless steel liner (VT_ 1) of the Drywell floor drain sump confirmed that the liner remains leak tight.
  • Sealed the concrete curb to Drywell shell interface at the perimeter of the Drywell with approved caulking materials.
  • Repaired leakage paths in the sub pile room. drainage trough

° Caulked the. concrete to Drywell shell interface in bay #5 and #17 trenches

  • Performed a-post modification leakage test of-the trough-to confirm the repairs were adequate 11/4/2006 7

( C Drywell Shell Integrity Review

  • Engineering evaluations were developed to evaluate the current acceptability of the drywell shell

" Specific areas evaluated included:

- Detailed field walk-downs and inspections Chemistry sample analysis of the water in-the bay #5 trench

- Non destructive and visual examinations.of the Drywell shell.

in both trenches and on the exterior side in the sand bed region.

- Removal of additional concrete on the bottom of bay #5 trench and completion of non destructive and visual examinations

- A corrosion evaluation of the Drywell shell steel, in contact with concrete in the presence of water -

11/4/2006 8

( ( (k Conclusions

" Investigations concluded that the likely entry point for the water was a deteriorated connection at the sub-pile room drainage trough

  • Non destructive exams confirmed that the drywell shell thickness maintains adequate margin by exceeding the required minimum wall thickness

" Established that the drywell shell structural integrity is not impacted by continued water in the drywell elevation 10'-3" concrete

  • Drywell structural integrity is maintained and continues to meet all of its design bases requirements
  • Will perform additional inspections during 2008 refueling outage 11/4/2006 9

( C C Next Steps

  • Technical Evaluation Updates and Completion
  • Evaluations Support Current Restart Schedule
  • Notifications to Stake-holders
  • Ongoing Communications with NRC & State officials

.11/4/2006 10

( D (

Reference Drawings 11/4/2006 11

C C (

Sandbed region is located on the exterior of L

Drywell Trenches located in crete at two locations inside the concrete floor inside the "to gain access -to..the drywell shell adjacent to the sand bed region. The purpose of clearing Drywell in two locations out the area was to obtain UT thickness measurements.

11/4/2006 12

p Vw (

Top View - Drywell Floor Sketch" 11/4/2006 13

( (. (

Plan View of Trough and Trenches SEE DETAIL-J" CROSS SECTIONt AREA.

OF xmaemm KEY PLAN, tSCft~q Mw 11/4/2006 14

K K SKETCH SHOWING LOWER DRYWELL-SAND BED, TRENCH &SUMP

-H.P. V-9 5ECTION 1113"- 1113 L.P'. 6--Pu LOOK(ING WfE5T DRAINAGE CHANNEL

-I-N' K K>

Trench Detail Sketch LIGHT DENSI' SILICONE INC.

T/CURB DRYWELL M,_EL. 1I'-0" VARIES RTV FOAM CROSS-SECTION AREA OF TRENCHES IN BAYS 5 & 17 11/4/2006 17

C C (*

External Questions and Concerns

  • Analysis of data from 2 UT measurements in upper region
  • Previously unidentified construction issues (voids, cracks) effect on design bases/assumptions
  • Completion of repairs prior to completion of evaluations
  • Assurance that corrosion has been arrested (water and iron oxide present in trench)
  • Questions were reviewed and addressed during combined 11AMrGen, NRC and State meeting on 11/3/2006 4
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