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Category:Legal-Exhibit
MONTHYEARML14029A3412013-07-0101 July 2013 Official Exhibit - STP000090-00-BD01 - Safety Evaluation by NRR, Proposed Transfer of Oyster Creek Nuclear Generating Station Operating License from Jersey Central Power & Light Company and Gpu Nuclear, Inc. to Amergen Energy Company, LLC, ML0823409702008-04-0303 April 2008 2008/04/03-Vermont Yankee July 2008 Evidentiary Hearing - Intervenor Exhibit NEC-JH_24, NRC, Notification of Information in the Matter of Oyster Creek Nuclear Generating Station License Renewal Application (April 3, 2008) ML0728303172007-09-25025 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit a, List of Exhibits ML0728508252007-09-25025 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Staff Exhibit a, Staff Exhibit List ML0728501192007-09-24024 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 63, Note: Deliberately Omitted, Provided as Amergen Exhibit 7 ML0727805772007-09-24024 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 62 E, Color Photograph of Three-Dimensional Model of Quarter Section of the Sand Bed Region ML0727805712007-09-24024 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 62 C, Color Photograph of Three-Dimensional Model of Quarter Section of the Sand Bed Region ML0727805752007-09-24024 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 62 D, Color Photograph of Three-Dimensional Model of Quarter Section of the Sand Bed Region ML0727805552007-09-24024 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 62 a, Color Photograph of Three-Dimensional Model of Quarter Section of the Sand Bed Region ML0727805642007-09-24024 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 62 B, Color Photograph of Three-Dimensional Model of Quarter Section of the Sand Bed Region ML0728400722007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 5, Exelon Nuclear, Calculation C-1302-187-E310-041 Revision 0: Statistical Analysis of Drywell Vessel Sandbed Thickness... Note: Intentionally Omitted. ML0728303182007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit D, Curriculum Vitae of Rudolf H. Hausler ML0728500642007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 51, Sketches Showing Ultrasonic and Echo to Echo Techniques, and Explanations of Sketches (OCLR00026641) ML0728410782007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 23, Amergen, Disclosed Document Relating to Drywell Leakage (Ref. # OCLR00013354) ML0728501062007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 59, Deliberately Omitted, Submitted by Amergen as Applicant Exhibit 39 ML0728303162007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 9, Schematic Drawing Showing Detail of the Reactor Cavity Section, Detail a ML0727805002007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 60, L. Bertolini, Et Al., Corrosion of Steel in Concrete - Prevention, Diagnosis, Repair, Wiley - Vch, Weinheim, Germany, 2004, Selections Describing Corrosion Rates. ML0727705942007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 7, Schematic Drawing Showing Detail of the Lower Drywell/Sand Bed Region ML0727705452007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 25, Table Showing the Location, Mean Thickness (by Date), and the 95% Confidence Interval of the Internal UT Grid Data for the Sand Bed Region, 1992, 1994, 1996, 2006. ML0728303252007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 2, Partial Cross Section of Drywell and Torus ML0727705872007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 5, Schematic Drawing of the Drywell Shell Exterior ML0727805522007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 48, ASME Code Section XI, Article IWE: Inservice Inspection, Repair, and Replacement of Class Mc Pressure-Retaining Components ML0728500402007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 37, Background and Statement of Facts ML0727805312007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 43, Figure Showing Bay 19 UT Thickness Measurements and the Significant Difference Between Two Types of Statistical Confidence Limits ML0727805282007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 44, Scaled Maps of Internal and External UT Thickness Measurements for Bays 1, 13, 17, and 19 ML0728500342007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 33, Exelon Nuclear, Calculation C-13-2=198=532-=-24 Rev/ 2 P/C/ Drywell Ext. UT Eavluation in Sand Bed - Note: Intentionally Omitted, Submitted by Amergen. ML0728304812007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit C, Hausler Rebuttal Affidavit - Corrected Numbering. No Other Changes to Document ML0728500322007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 31, Amergen, Calculation Sheet C-1302-187-5300-011, Note: Intentionally Omitted, Submitted by Amergen at Applicant Exh. 23 ML0727705802007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit a, Amergen'S List of Exhibits ML0727706222007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 11, Drawings of the 0.536 Local Buckling Acceptance Criterion Tray (Front and Isometric Views) ML0727805242007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 36, Curriculum Vitae of Dr. Har Mehta (Duplicative of Witness Curriculum Vitae That Forms Part of Exhibit D) ML0727705992007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 8, Schematic Drawing Showing Detail of the Drywell to the Reactor Cavity Seal Detail, Detail B ML0727705912007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 6, Schematic Drawing Showing Top View of the Ten Bays in the Sand Bed Region ML0728509452007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Staff Exhibit 4, Exelon Procedure TQ-AA-122, Rev. 3; Qualification and Certification of Nondestructive (NDE) Personnel ML0727705852007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 4, Schematic Drawing of the Cross-Section of the Drywell Shell (Embedded Into a Concrete Pedestal Atop the Reactor Building Concrete Foundation) ML0728303312007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 4, Exelon Nuclear, Calculation C-1302-187-5320-024 Revision 1: O.C. Drywell Ext. UT Evaluation in Sandbed - Note: Intentionally Omitted. ML0728508272007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Staff Exhibit D, Professional Qualifications of Staff Witnesses, This Exhibit Contains All Statements of Professional Qualifications That Are Also Included in Staff Exhibits B. ML0727805212007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 35, Devoe Coatings Data Sheets for the Epoxy Coating System Installed in the OCNGS Sand Bed Region: Devoe Pre-Prime 167 and Devran 184: 100% Solids... ML0728400762007-09-20020 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 8, Amergen, Passport 00546049 07 (AR A2152754 E09): Water Found in Drywell Trench 5 - UT Data Evaluation - Note: Intentionally Omitted. ML0726105992007-09-14014 September 2007 Oyster Creek - Staff Exhibit 4 to the NRC Staff Response to Rebuttal Presentations ML0728508262007-09-14014 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Staff Exhibit C.1, NRC Staff Sur-Rebuttal of Hansraj G. Ashar, Dr. James Davis, Dr. Mark Hartzman, Timothy L. O'Hara, and Arthur D. Salomon ML0727706102007-09-14014 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit C.1, Sur-Rebuttal Testimony ML0728304462007-09-13013 September 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit C1, Prefiled Sur-Rebuttal Written Testimony of Dr. Rudolf H. Hausler Regarding Citizens' Drywell Contention ML0727804792007-08-28028 August 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit 54, OCNGS Work Order No. R2104033: Inspect Poly Bottles for Presence of Water, 8-28-2007 Inspection Results ML0727706092007-08-17017 August 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit C, Rebuttal Testimony ML0728509402007-08-17017 August 2007 Oyster Creek September 2007 Evidentiary Hearing - Staff Exhibit C, NRC Staff Rebuttal Testimony of Hansraj G. Ashar, Dr. James Davis, Dr. Mark Hartzman, Timothy L. O'Hara and Arthur D. Salomon and Answer to Board Questions ML0728500452007-08-16016 August 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 39, Memorandum from Dr. Rudolf Hausler, Subject: Further Discussion of the Nature of the Corroded Surfaces and the Residual Wall Thickness of the Oyster Creek Dry Well ML0728500422007-08-16016 August 2007 Oyster Creek September 2007 Evidentiary Hearing - Intervenors Exhibit 38, Memorandum from Dr. Rudolf Hausler, Subject: Response to the Questions About Statistics ML0722003062007-07-20020 July 2007 Amergen'S Pre-filed Direct Testimony Exhibits - Volume 1 of 2: Exhibits 1 - 19 ML0727706072007-07-20020 July 2007 Oyster Creek September 2007 Evidentiary Hearing - Applicant Exhibit B, Initial Testimony 2013-07-01
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___E9 Exhibit 64 E-mails ending in e-mail from Gordon to Licina DOCKETED USNRC October 1, 2007 (10:45am)
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Citizens Exhibit From: Barry Gordon Sent: Tuesday, October 24, 2006 13:29 To: George J. Licina
Subject:
RE: UT Measurement Results - Questions
- George, Thanks. Note that my discussion with Gary Alkire is not related to Fred Polaski. The previous corrosion rate in the sand bed region was 20 mpy. Gary used the highest rate measured. The rates varied from 0.2 to 6 mpy, Barry From: George J. Licina Sent: Tuesday, October 24, 2006 12:57 PM To: Barry Gordon
Subject:
RE: UT Measurement Results - Questions Iwill respond to you, based upon the information you sent, presumably for my information (only).
- 1. Ifthe drywell actually is wet on both sides, corrosion from both sides should be considered. A rate of 3 mpy per side seems awfully high. As a corollary to your statement that a truly dry drywell will not experience any corrosion, it should also be pointed out that the corrosion rate will (also) be zero at locations where the coating is intact. A corollary to that corollary statement is that the life of a coating will typically be less than 40 years.
- 2. My position on determining rates from a single UT thickness measurement is similar to that of the Regulators. That is, a loss of thickness of X mils, determined after Y years of service, really only indicates that X mils were lost due to degradation. Inthe absence of anything else, a rate = X/Y can be used, but only as a very rough approximation. That apparent rate, and the significance of a loss of X mils, can also be used to help define the interval until the next inspection.
- 3. Once a second thickness measurement is made (as appears to be the case for OC), the rate can be approximated better, however, the time that any corrosion is operative is still somewhat unknown, the time of active corrosion during the first time interval remains unknown, and the time dependence of the metal lossis unlikely to be 1. For the form(s) of corrosion under discussion for the OC drywell, a time dependence less than 1 is much more likely; I can be used as an upper bound (plus mechanical engineers can actually convert rate to metal loss when a linear rate is used).
- 4. The fact that OC has UT thickness measurements at more than one time, hopefully at the same locations, and that some areas appear to be getting thinner while others are getting thicker, with the general trend toward some metal loss, implies that the drywell has corroded, probably a little bit, since the last thickness measurements, at a low rate. Those measurements, and the scatter in them, provide data that can be used to estimate an upper bound on metal loss.. The extreme value statistics recommended by Hausler would use such data. Any statistical analysis would use those data to come up with predictions of worst case (defined statistically) metal loss and metal loss rate.
Ihope that these are useful.
George Licina Chief Materials Consultant StructuralIntegrityAssociates, Inc.
Experts In the prevention and control ofstructuraland mechanical failures 3315 Almaden Expressway, Suite 24 San Jose, CA 95118-1557 Phone: 408-978-8200 Fax: 408-978-8964 E-mail: nlicinaistructintrcoM Web Site: http:/Lwwwstructint.coml The information contained in this e-mail, including any attachment(s), is intended solely for use by the named addressee(s). Ifyou are not the intended recipient of this e-mail, you are hereby notified that any dissemination, distribution. copying, or action taken in relation to the contents of and attachments OCP00000289
to this e-mail is strictly prohibited and may be unlawful. If you have received this e-mail in error. please notify the sender Immediately and pernmanently delete the original and any copy of this e-mail and any printout. Thank ycu for your cooperation.
From: Barry Gordon Sent: Tuesday, October 24, 2006 10:28 To: Gary.Alkire@exeloncorp.com Cc: howie.ray@exeloncorp.com; sharon.eldridge@exeloncorp.com; james.hallenbeck@exeloncorp.com; Marcos Herrera; Rich Bax; George Licina
Subject:
RE: UT Measurement Results - Questions
- Gary, Since I am not familiar with the code minimum wall for the drywell, I cannot comment on it. However, SI has been discussing this type of structural analysis with Ahmed Ouaou and Chris Cooney. We will be happy to help you with it.
By definition, a truly dry drywell will not experience any corrosion.
The only Oyster Creek UT thickness discussions I have had since 1986 occurred today with Peter Tamburro.
Barry From: Gary.Alkire@exeloncorp.com fmailto:Gary.Alkire@exeloncorp.com]
Sent: Tuesday, October 24, 2006 9:59 AM To: Barry Gordon Cc: howie.ray@exeloncorp.com; sharon.eldridge@exeloncorp.com; james.hallenbeck@exeloncorp.com
Subject:
UT Measurement Results - Questions Barry....
So if we take the 6 mil per year corrosion rate (attack from both sides) and apply it to the drywell liner for the remaining life of the plant (assuming life extension) do we violate Code' minimum wall? "Whatis Code minimum wall for the drywell shell?
OR Do we assume that the drywell will not get wet again and assume 3 mils ...,what does that do for us???
One thing that Regulators questioned us at Peach Bottom was that we averaged corrosion rate over a long period of time ...... (similar to this report) ....but what ifthe wall loss occurred in the last year? Do we have interim UT data points that show that we have had thinning or no thinning over the years? Peach Bottom was able to show that data and convince the NRC that this was not an overnight corrosion wall loss.
Have you been part of any of these discussions with the UT data evaluators?
Gary
-OriginalMessage----
From: Barry Gordon [1]
Sent: Tuesday, October 24, 2006 11:25 AM To: Alkire, Gary
Subject:
RE: Activity Report - Not True Gary, It was nice to chat with you today. Attached please find the latest revision.
Barry OCP00000290 481MIEWS20110MEMW
ý1 n.-
-Oyster Creek Drywell Corrosion BMG06015 R06436ROb.doc> >
From: Barry Gordon Sent: Tuesday, October 24, 2006 9:09 AM To: Gary Alkire
Subject:
Activity Report - Not True Hi Gary, Addressing you activity comment:
"Iwould, like to see the Chemistry department's position on activity being 4 times less than for active leakage in this report somewhere to help support the above Calcium position. Talk to Chemistry for details or forget this comment if this statement can no longer be supported by Chemistry."
The BEXWT report states the following under the section "Previously Circulated Conclusions and Why Conclusion No Loncier Valid":
"The presence of short-lived radionuclides and a 511 keV peak in the trough sample and their absence in the trench samples indicates that the trough water is fresher and the trench Water is 'older.' The 511 keV peak is due to fluorine-18 that has a 1.8 hour9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> half life. The trench samples are four orders of magnitude lower in activity than the trough samples. This indicates the water in the trench is not refreshed with short-lived radionuclides as is the water in the trough.
- a. OC isotopic data shows 511 keV peak in only the Drywell 1-8 Sump and Drywell CRD Leak samples."
(and not in either the trough or trench water)
I added the UT data to my report. However, the tracer results are unknown.
Barry This e-mail and any of its attachments may contain Exelon Corporation proprietary information, which is privileged, confidential, or subject to copyright belonging to the Exelon Corporation- family of Companies.
This e-mail is intended solely for the use of the individual or entity to which it is addressed. If you are not the intended recipient of this e-mail, you are hereby notified that any dissemination, distribution, copying, or action taken in relation to the contents of and attachments to this e-mail is strictly prohibited and may be unlawful. If you have received this e-mail in error, please notify the sender immediately and permanently delete the original and any copy of this e-mail and any printout.
Thank You.
IBM_ __ OCP00000291