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| number = ML14307B038
| number = ML14307B038
| issue date = 11/03/2014
| issue date = 11/03/2014
| title = Response to Disputed Non-Cited Violation 05000298/2013005-01, Failure to Promptly Identify and Correct a Condition Adverse to Quality.
| title = Response to Disputed Non-Cited Violation 05000298/2013005-01, Failure to Promptly Identify and Correct a Condition Adverse to Quality
| author name = Pruett T
| author name = Pruett T
| author affiliation = NRC/RGN-IV/DRP
| author affiliation = NRC/RGN-IV/DRP
Line 18: Line 18:


=Text=
=Text=
{{#Wiki_filter:UNITED STATES
{{#Wiki_filter:November 3, 2014  
                            NUCLEAR REGULATORY COMMISSION
                                              REGION IV
                                          1600 E LAMAR BLVD
EA-14-090  
                                        ARLINGTON, TX 76011-4511
                                          November 3, 2014
Oscar A. Limpias, Vice President - Nuclear  
EA-14-090
  and Chief Nuclear Officer  
Oscar A. Limpias, Vice President - Nuclear
Nebraska Public Power District  
  and Chief Nuclear Officer
Cooper Nuclear Station  
Nebraska Public Power District
P.O. Box 98  
Cooper Nuclear Station
Brownville, NE 68321-0098  
P.O. Box 98
Brownville, NE 68321-0098
SUBJECT:  
SUBJECT:         RESPONSE TO DISPUTED NON-CITED VIOLATION 05000298/2013005-01,
RESPONSE TO DISPUTED NON-CITED VIOLATION 05000298/2013005-01,  
                "FAILURE TO PROMPTLY IDENTIFY AND CORRECT A CONDITION
"FAILURE TO PROMPTLY IDENTIFY AND CORRECT A CONDITION  
                ADVERSE TO QUALITY"
ADVERSE TO QUALITY"  
Dear Mr. Limpias:
Dear Mr. Limpias:  
In your letter of May 20, 2014, Nebraska Public Power District (NPPD) contests a Green NRC-
In your letter of May 20, 2014, Nebraska Public Power District (NPPD) contests a Green NRC-
identified violation that was dispositioned as a non-cited violation (NCV). Specifically, NPPD
identified violation that was dispositioned as a non-cited violation (NCV). Specifically, NPPD  
disputes the use of 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Action, as the basis
disputes the use of 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Action, as the basis  
for the NCV. The NCV involved a failure to promptly identify and correct a condition adverse to
for the NCV. The NCV involved a failure to promptly identify and correct a condition adverse to  
quality involving an inadequate evaluation of the diesel generator fuel oil (DGFO) storage tank
quality involving an inadequate evaluation of the diesel generator fuel oil (DGFO) storage tank  
vents and their ability to perform the specified safety function in the event of a tornado missile
vents and their ability to perform the specified safety function in the event of a tornado missile  
impact.
impact.  
On June 13, 2014, we acknowledged your letter and informed you that we would review your
basis for contesting the NCV and provide the results of our evaluation by written response. The
On June 13, 2014, we acknowledged your letter and informed you that we would review your  
NRC performed a detailed review of the facts associated with this violation and the use of
basis for contesting the NCV and provide the results of our evaluation by written response. The  
10 CFR Part 50, Appendix B, Criterion XVI. In addition, we reviewed NPPDs engineering
NRC performed a detailed review of the facts associated with this violation and the use of  
evaluation (EE), EE 10-060, Evaluation of the Diesel Generator Fuel Oil Tank Vents After a
10 CFR Part 50, Appendix B, Criterion XVI. In addition, we reviewed NPPDs engineering  
Tornado Strike, Revision 0.
evaluation (EE), EE 10-060, Evaluation of the Diesel Generator Fuel Oil Tank Vents After a  
In your May 20 letter, you stated, in part, that the evaluation of the DGFO storage tank vents
Tornado Strike, Revision 0.  
ability to withstand a tornado missile strike was adequately resolved under Condition Report
CR-CNS-2010-05211. This Condition Report CR referenced engineering evaluation EE 10-060
In your May 20 letter, you stated, in part, that the evaluation of the DGFO storage tank vents  
which validated that the DGFO storage tanks and vents would remain operable after a tornado
ability to withstand a tornado missile strike was adequately resolved under Condition Report  
missile strike to the vents. However, the NRC found that engineering evaluation EE 10-060
CR-CNS-2010-05211. This Condition Report CR referenced engineering evaluation EE 10-060  
contains no definitive analytical basis to conclude that the vent lines would not be damaged by
which validated that the DGFO storage tanks and vents would remain operable after a tornado  
postulated tornado generated missiles and the requisite corrective and preventive measures
missile strike to the vents. However, the NRC found that engineering evaluation EE 10-060  
failed to address the nonconforming design condition (see enclosure). Therefore, the NRC has
contains no definitive analytical basis to conclude that the vent lines would not be damaged by  
concluded that the violation occurred as stated in the aforementioned inspection report and the
postulated tornado generated missiles and the requisite corrective and preventive measures  
NCV will stand.
failed to address the nonconforming design condition (see enclosure). Therefore, the NRC has  
concluded that the violation occurred as stated in the aforementioned inspection report and the  
NCV will stand.  
UNITED STATES
NUCLEAR REGULATORY COMMISSION
REGION IV
1600 E LAMAR BLVD
ARLINGTON, TX 76011-4511


O. Limpias                                         -2-
O. Limpias  
In accordance with 10 CFR 2.390 of the NRCs Rules of Practice and Procedure, a copy of
- 2 -  
this letter will be available electronically for public inspection in the NRCs Agencywide
Document Access and Management System (ADAMS). ADAMS is accessible from the NRC
In accordance with 10 CFR 2.390 of the NRCs Rules of Practice and Procedure, a copy of  
Website at http://www.nrc.gov/reading-rm/adams.html (the Public Reading Room).
this letter will be available electronically for public inspection in the NRCs Agencywide  
                                                Sincerely,
Document Access and Management System (ADAMS).   ADAMS is accessible from the NRC  
                                                /RA/
Website at http://www.nrc.gov/reading-rm/adams.html (the Public Reading Room).  
                                                Troy W. Pruett, Acting Director
                                                Division of Reactor Projects
Sincerely,  
Docket No.: 50-298
License No.: DPR-46
Enclosure:
1. NRC Evaluation and Conclusion
cc w/ enclosure:
          /RA/  
Troy W. Pruett, Acting Director  
Division of Reactor Projects  
Docket No.:  
50-298  
License No.: DPR-46  
Enclosure:  
1. NRC Evaluation and Conclusion  
cc w/ enclosure:  
Electronic Distribution for CNS
Electronic Distribution for CNS




ML14307B038
  ML14307B038  
  SUNSI Review                 ADAMS          Publicly Available          Non-Sensitive      Keyword:
SUNSI Review  
By: RML                         Yes  No Non-Publicly Available           Sensitive           NRC-002
By: RML  
OFFICE         DRS/SRI:EB1 DRP/C:PBC         DRS/EB1:BC       SES:ACES     C:ACES       OE       DRP:D
ADAMS
NAME           RLatta:RDL     GGeorge       TFarnholtz       RBrowder     VCampbell   GGulla   TPruett
Yes   No
SIGNATURE /RA/                 /RA DAllen     /RA WSifre       /RA/CMaier /RA/           /RA/E   /RA/
  Publicly Available
                                for/          for/            for
  Non-Publicly Available  
DATE            8/20/14       8/20/14       8/21/14         10/28/14     10/29/14     10/30/14 10/31/14
Non-Sensitive
                                   
Sensitive  
Letter to Oscar A. Limpias from Troy W. Pruett dated November 3, 2014
Keyword:
SUBJECT:        RESPONSE TO DISPUTED NON-CITED VIOLATION 05000298/2013005-01,
NRC-002  
                "FAILURE TO PROMPTLY IDENTIFY AND CORRECT A CONDITION
OFFICE  
                ADVERSE TO QUALITY"
DRS/SRI:EB1  
Electronic distribution by RIV:
DRP/C:PBC  
Regional Administrator (Marc.Dapas@nrc.gov)
DRS/EB1:BC  
Deputy Regional Administrator (Kriss.Kennedy@nrc.gov)
SES:ACES  
Acting DRP Director (Troy.Pruett@nrc.gov)
C:ACES  
Acting DRP Deputy Director (Jason.Kozal@nrc.gov)
OE  
DRS Director (Anton.Vegel@nrc.gov)
DRP:D  
DRS Deputy Director (Jeff.Clark@nrc.gov)
NAME  
Senior Resident Inspector (Jeffrey.Josey@nrc.gov)
RLatta:RDL  
Resident Inspector (Christopher.Henderson@nrc.gov)
GGeorge
Branch Chief, DRP/C (Gerond.George@nrc.gov)
TFarnholtz  
Senior Project Engineer (Ray.Azua@nrc.gov)
RBrowder  
Project Engineer (Paul.Nizov@nrc.gov)
VCampbell  
Project Engineer (Michael.Langelier@nrc.gov)
GGulla  
CNS Administrative Assistant (Amy.Elam@nrc.gov)
TPruett  
Public Affairs Officer (Victor.Dricks@nrc.gov)
SIGNATURE  
Public Affairs Officer (Lara.Uselding@nrc.gov)
/RA/  
Project Manager (Eric.Oesterle@nrc.gov)
/RA DAllen  
Branch Chief, DRS/TSB (Geoffrey.Miller@nrc.gov)
for/
ACES (R4Enforcement.Resource@nrc.gov)
/RA WSifre  
RITS Coordinator (Marisa.Herrera@nrc.gov)
for/
Regional Counsel (Karla.Fuller@nrc.gov)
/RA/CMaier  
Technical Support Assistant (Loretta.Williams@nrc.gov)
for
Congressional Affairs Officer (Jenny.Weil@nrc.gov)
/RA/  
RIV Congressional Affairs Officer (Angel. Moreno@nrc.gov)
/RA/E  
RidsOEMail Resource
/RA/  
OE Specialist (Gerald.Gulla@nrc.gov)
DATE
8/20/14  
8/20/14  
8/21/14  
10/28/14  
10/29/14  
10/30/14  
10/31/14  


                              NRC EVALUATION AND CONCLUSION
Letter to Oscar A. Limpias from Troy W. Pruett dated November 3, 2014
Statement of Violation 05000298/2013005-01
As documented in NRC Inspection Report 05000298/2013005, the subject non-cited violation
SUBJECT:
was described as follows:
RESPONSE TO DISPUTED NON-CITED VIOLATION 05000298/2013005-01,
Failure to Promptly Identify and Correct a Condition Adverse to Quality
"FAILURE TO PROMPTLY IDENTIFY AND CORRECT A CONDITION
Introduction. The inspectors identified a Green non-cited violation of 10 CFR Part 50,
ADVERSE TO QUALITY"
Appendix B, Criterion XVI, Corrective Actions, associated with NPPDs failure to promptly
identify and correct a condition adverse to quality. Specifically, from July 2010 to present, the
licensee failed to properly evaluate the diesel generator fuel oil (DGFO) storage tank vents to
Electronic distribution by RIV:
demonstrate their ability to perform their specified safety function in the event of a tornado
Regional Administrator (Marc.Dapas@nrc.gov)
generated missile.
Deputy Regional Administrator (Kriss.Kennedy@nrc.gov)  
Description. While performing plant walk downs, the inspectors noted that the DGFO storage
Acting DRP Director (Troy.Pruett@nrc.gov)
tank vent lines appeared to be susceptible to tornado missile impact. Specifically, the vent lines
Acting DRP Deputy Director (Jason.Kozal@nrc.gov)
were approximately 1 foot apart, and the inspectors questioned whether a single tornado
DRS Director (Anton.Vegel@nrc.gov)
generated missile could render both vent lines incapable of performing their intended safety
DRS Deputy Director (Jeff.Clark@nrc.gov) 
function. Based on the review of pertinent licensing basis documents, the inspectors
Senior Resident Inspector (Jeffrey.Josey@nrc.gov)
determined that Appendix F of the USAR states, in part, that the licensee complies with Draft
Resident Inspector (Christopher.Henderson@nrc.gov)
General Design Criteria GDC-2, published July 11, 1967, which requires that systems and
Branch Chief, DRP/C (Gerond.George@nrc.gov) 
components needed for accident mitigation remain fully functional before, during, and after a
Senior Project Engineer (Ray.Azua@nrc.gov)
tornado event. It was also noted that Updated Safety Analysis Report (USAR) Chapter I-5,
Project Engineer (Paul.Nizov@nrc.gov)
Section 5.2, defines Class I structures and equipment as, Structures and equipment whose
Project Engineer (Michael.Langelier@nrc.gov)
failure could cause significant release of radioactivity or which are vital to a safe shutdown of
CNS Administrative Assistant (Amy.Elam@nrc.gov)  
the plant and removal of decay and sensible heat. Additionally, USAR Chapter XII-2,
Public Affairs Officer (Victor.Dricks@nrc.gov)
Section 2.1.2.3, identifies the Standby Diesel Generator System and Auxiliaries as Seismic
Public Affairs Officer (Lara.Uselding@nrc.gov)
Class I equipment. However, based on the review of the licensees design basis documents,
Project Manager (Eric.Oesterle@nrc.gov)
the inspectors were unable to locate an evaluation of the safety-related vent lines that
Branch Chief, DRS/TSB (Geoffrey.Miller@nrc.gov)
demonstrated their ability to withstand a tornado missile impact.
ACES (R4Enforcement.Resource@nrc.gov)
The inspectors also noted that Station Procedure 5.1 WEATHER, Operations During Weather
RITS Coordinator (Marisa.Herrera@nrc.gov)
Watches and Warnings, Revision 12, Section 7.4, directed that, in the event of a tornado
Regional Counsel (Karla.Fuller@nrc.gov)
impact to the site, operators would inspect the vent lines, and if they were damaged, one of the
Technical Support Assistant (Loretta.Williams@nrc.gov)
diesel generator fuel oil tank fill lines was to be opened. The inspectors determined this to be a
Congressional Affairs Officer (Jenny.Weil@nrc.gov)
compensatory action, which brought into question whether the vent lines were adequately
RIV Congressional Affairs Officer (Angel. Moreno@nrc.gov)
protected from tornado generated missiles.
RidsOEMail Resource
In response to these issues, NPPD initiated Condition Report CR-CNS-2013-03720. As
OE Specialist (Gerald.Gulla@nrc.gov)  
documented in this condition report, the licensee identified that during the 2010 NRC
Component Design Basis Inspection (CDBI), NRC inspectors had similar questions and
Condition Report CR-CNS-2010-05211 had been initiated to address these questions.
However, the licensee subsequently closed Condition Report CR-CNS-2013-03720 with no
explicit corrective actions specified.
                                                                                          Enclosure


Based on the review of Condition Report CR-CNS-2010-05211, it was noted that it had been
initiated in response to questions regarding a statement in the licensees design control
document for the diesel generators which dealt with tornado missile protection for the DGFO
storage tank vents.
Enclosure
Specifically, the design control document stated, in part, that The vent pipe concerns were
satisfactorily resolved during the 1991 EDSFI, and the inspectors had requested NPPDs
NRC EVALUATION AND CONCLUSION
evaluation for the DGFO storage tank vents and fill valves with respect to tornado missile
protection. NPPD examined the basis for this statement and determined that it had been
Statement of Violation 05000298/2013005-01
erroneously identified during their evaluation of a finding at another facility where the NRC had
questioned the adequacy of fill and vent connections with respect to impact from a tornado
As documented in NRC Inspection Report 05000298/2013005, the subject non-cited violation
generated missile. However, during their review, NPPD determined that a documented
was described as follows:
evaluation of the fill and vent lines ability to withstand a tornado missile impact could not be
located.
Failure to Promptly Identify and Correct a Condition Adverse to Quality
The corrective actions specified in Condition Report CR-CNS-2010-05211 also included
direction to provide a formal analysis of the diesel generator fuel oil storage tank vent lines
Introduction. The inspectors identified a Green non-cited violation of 10 CFR Part 50,
pertaining to tornado missile protection. In response to this action, NPPD developed EE 10-
Appendix B, Criterion XVI, Corrective Actions, associated with NPPDs failure to promptly
060, Evaluation of the Diesel Generator Fuel Oil Tanks. The inspectors reviewed EE 10-060
identify and correct a condition adverse to quality.  Specifically, from July 2010 to present, the  
and determined that it did not adequately evaluate the DGFO vent lines with regard to their
licensee failed to properly evaluate the diesel generator fuel oil (DGFO) storage tank vents to  
ability to withstand tornado generated missiles. Alternatively, the EE assumed that the vents
demonstrate their ability to perform their specified safety function in the event of a tornado  
were short runs of pipe and if impacted by a missile there would be no damage to the fuel oil
generated missile
storage tank. The evaluation also discussed manual action condition reports that could be
implemented if the vent lines were damaged by a tornado generated missile.
Description. While performing plant walk downs, the inspectors noted that the DGFO storage
The inspectors determined that the assumptions associated with the vent lines ability to
tank vent lines appeared to be susceptible to tornado missile impact.  Specifically, the vent lines
withstand a missile impact were inadequate and that NPPD had failed to correct a previously
were approximately 1 foot apart, and the inspectors questioned whether a single tornado  
identified condition adverse to quality. Specifically, Condition Report CR-CNS-2010-05211
generated missile could render both vent lines incapable of performing their intended safety
identified that NPPD did not have a documented evaluation that demonstrated the DGFO vent
function. Based on the review of pertinent licensing basis documents, the inspectors
lines ability to withstand a tornado missile impact, and the corrective actions to address this
determined that Appendix F of the USAR states, in part, that the licensee complies with Draft
condition were based on inadequate assumptions in the engineering evaluation.
General Design Criteria GDC-2, published July 11, 1967, which requires that systems and
Analysis. NPPDs failure to promptly identify and correct a condition adverse to quality was a
components needed for accident mitigation remain fully functional before, during, and after a  
performance deficiency. This performance deficiency is more than minor, and therefore a
tornado event. It was also noted that Updated Safety Analysis Report (USAR) Chapter I-5,
finding, because it is associated with the design control attribute of the Mitigating Systems
Section 5.2, defines Class I structures and equipment as, Structures and equipment whose
Cornerstone, and affected the cornerstone objective to ensure the availability, reliability, and
failure could cause significant release of radioactivity or which are vital to a safe shutdown of  
capability of systems that respond to initiating events to prevent undesirable consequences.
the plant and removal of decay and sensible heat. Additionally, USAR Chapter XII-2,
Using Inspection Manual Chapter 0609, Appendix A, The Significance Determination Process
Section 2.1.2.3, identifies the Standby Diesel Generator System and Auxiliaries as Seismic
(SDP) for Findings At-Power, dated July 1, 2012, inspectors determined this finding to have
Class I equipment. However, based on the review of the licensees design basis documents,
very low safety significance (Green) because it: (1) was not a deficiency affecting the design
the inspectors were unable to locate an evaluation of the safety-related vent lines that
and qualification of a mitigating structure, system, or component, and did not result in a loss of
demonstrated their ability to withstand a tornado missile impact. 
operability or functionality; (2) did not represent a loss of system and/or function; (3) did not
represent an actual loss of function of at least a single train for longer allowed outage time, or
The inspectors also noted that Station Procedure 5.1 WEATHER, Operations During Weather
two separate safety systems out-of-service for longer than their technical specification allowed
Watches and Warnings, Revision 12, Section 7.4, directed that, in the event of a tornado
outage time; and (4) did not represent an actual loss of function of one or more nontechnical
impact to the site, operators would inspect the vent lines, and if they were damaged, one of the  
specification trains of equipment designated as high safety significance in accordance with the
diesel generator fuel oil tank fill lines was to be opened. The inspectors determined this to be a
licensees maintenance rule program. The finding has a cross-cutting aspect in the area of
compensatory action, which brought into question whether the vent lines were adequately
human performance associated with decision-making component because the licensee did not
protected from tornado generated missiles.  
                                                      -2-
In response to these issues, NPPD initiated Condition Report CR-CNS-2013-03720.  As
documented in this condition report, the licensee identified that during the 2010 NRC
Component Design Basis Inspection (CDBI), NRC inspectors had similar questions and  
Condition Report CR-CNS-2010-05211 had been initiated to address these questions. 
However, the licensee subsequently closed Condition Report CR-CNS-2013-03720 with no
explicit corrective actions specified.  


ensure that the proposed action was safe in order to proceed, rather than unsafe to disapprove
the action [H.1(b)].
Enforcement. Title 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Actions, requires,
- 2 -
in part, that measures shall be established to assure that conditions adverse to quality, such as
failures, malfunctions, deficiencies, deviations, defective material and equipment, and
Based on the review of Condition Report CR-CNS-2010-05211, it was noted that it had been
nonconformances are promptly identified and corrected. Contrary to the above, from July 2010
initiated in response to questions regarding a statement in the licensees design control
to present, measures established by NPPD failed to assure that an identified condition adverse
document for the diesel generators which dealt with tornado missile protection for the DGFO
to quality was corrected. Specifically, NPPD failed to evaluate the lack of tornado missile
storage tank vents.  
protection for the DGFO storage tank vents and demonstrate their ability to perform their
specified safety function in the event of a tornado missile impact. This violation is being
Specifically, the design control document stated, in part, that The vent pipe concerns were
treated as a non-cited violation, consistent with Section 2.3.2.a, of the Enforcement Policy.
satisfactorily resolved during the 1991 EDSFI, and the inspectors had requested NPPDs
The violation was entered into NPPDs corrective action program as Condition Report
evaluation for the DGFO storage tank vents and fill valves with respect to tornado missile
CR-CNS-2014-00146. (NCV 05000298/2013005-01, Failure to Promptly Identify and Correct a
protection.  NPPD examined the basis for this statement and determined that it had been
Condition Adverse to Quality).
erroneously identified during their evaluation of a finding at another facility where the NRC had
Summary of NPPDs Response
questioned the adequacy of fill and vent connections with respect to impact from a tornado
In response to violation 05000298/2013005-01, NPPD provided a reply contained in a letter
generated missile. However, during their review, NPPD determined that a documented
from O. Limpias to the NRC dated May 20, 2014, which disputes the use of 10 CFR Part 50,
evaluation of the fill and vent lines ability to withstand a tornado missile impact could not be
Appendix B, Criterion XVI, Corrective Action, as the basis for the Non-Cited Violation.
located.  
As stated in this letter, NPPD denied that a violation of NRC requirements had occurred,
in that, NPPD had previously evaluated this condition as documented in Condition Report
The corrective actions specified in Condition Report CR-CNS-2010-05211 also included
CR CNS-2010-05211, which was initiated in response to a question identified during the
direction to provide a formal analysis of the diesel generator fuel oil storage tank vent lines
2010 Component Design Basis Inspection (CDBI). NPPD also indicated that they had re-
pertaining to tornado missile protection. In response to this action, NPPD developed EE 10-
evaluated these results and concluded the original evaluation remained valid. Specifically,
060, Evaluation of the Diesel Generator Fuel Oil Tanks. The inspectors reviewed EE 10-060
Engineering Evaluation (EE) 10-060, Evaluation of the Diesel Generator Fuel Oil Tank Vents
and determined that it did not adequately evaluate the DGFO vent lines with regard to their
After a Tornado Strike, Revision 00, evaluated the DGFO storage tank design to satisfy the
ability to withstand tornado generated missiles.  Alternatively, the EE assumed that the vents
design basis events delineated in IEEE-308-1970, Table 1, consistent with the pre-General
were short runs of pipe and if impacted by a missile there would be no damage to the fuel oil
Design Criteria 2 requirements contained in Appendix F of OPPDs Updated Safety Analysis
storage tank.  The evaluation also discussed manual action condition reports that could be
Report (USAR). As stated in your letter, EE-10-060 provided a technical basis on the location of
implemented if the vent lines were damaged by a tornado generated missile.  
the vents, how much of the vents are exposed to missile impacts, and also discussed that these
vent lines are cast in place thus minimizing the amount of load transferred to the DGFO storage
The inspectors determined that the assumptions associated with the vent lines ability to
tanks by a missile strike. Therefore, the EE concluded that transfer of the minimal load would
withstand a missile impact were inadequate and that NPPD had failed to correct a previously  
not damage any part of the tank below the fuel level, validating that the DGFO storage tanks
identified condition adverse to quality.  Specifically, Condition Report CR-CNS-2010-05211  
and vents would remain operable after a tornado strike to the vents.
identified that NPPD did not have a documented evaluation that demonstrated the DGFO vent
The method of evaluation for assessing the ruggedness of these structural components was
lines ability to withstand a tornado missile impact, and the corrective actions to address this
based on guidance contained in USAR Appendix C, Section 3.1.2, Components Designed
condition were based on inadequate assumptions in the engineering evaluation.
Primarily by Empirical Methods, which contains provisions for component design primarily by
empirical methods.
Analysis.  NPPDs failure to promptly identify and correct a condition adverse to quality was a
Additionally, NPPD indicated in its letter that EE-10-060 included a postulated impact to the
performance deficiency. This performance deficiency is more than minor, and therefore a  
DGFO storage tank vents after a design basis tornado and recommended a defense-in-depth
finding, because it is associated with the design control attribute of the Mitigating Systems
action for the operations staff to visually check the DGFO storage tank vents for any
Cornerstone, and affected the cornerstone objective to ensure the availability, reliability, and
obstructions. This information was provided to document the basis made in response to the
capability of systems that respond to initiating events to prevent undesirable consequences.  
1991 Electrical Distribution System Functional Inspection (EDSFI) comment that Cooper
Using Inspection Manual Chapter 0609, Appendix A, The Significance Determination Process
                                                  -3-
(SDP) for Findings At-Power, dated July 1, 2012, inspectors determined this finding to have
very low safety significance (Green) because it:  (1) was not a deficiency affecting the design
and qualification of a mitigating structure, system, or component, and did not result in a loss of
operability or functionality; (2) did not represent a loss of system and/or function; (3) did not
represent an actual loss of function of at least a single train for longer allowed outage time, or
two separate safety systems out-of-service for longer than their technical specification allowed
outage time; and (4) did not represent an actual loss of function of one or more nontechnical
specification trains of equipment designated as high safety significance in accordance with the  
licensees maintenance rule program. The finding has a cross-cutting aspect in the area of
human performance associated with decision-making component because the licensee did not


Nuclear Station (CNS) did not require any operator actions to ensure that the vent or fill lines
were not obstructed as noted in the Diesel Generator Design Criteria Document material.
NPPDs letter also states that, during the 2013 fourth quarter inspection period, the NRC
- 3 -
Resident Inspectors questioned the technical basis provided in EE-10-060. NPPDs letter
further stated that, the original EE preparer and the responsible supervisor were no longer
ensure that the proposed action was safe in order to proceed, rather than unsafe to disapprove
employed by NPPD. Accordingly, NPPDs Design Engineering staff completed a sensitivity
the action [H.1(b)].
calculation, NEDC 13-046, DG Storage Tank Vent Line Tornado Missile Durability. This
calculation utilized similar design inputs and basis from NEDC 11-077, DG Day Tank Vent
Enforcement.  Title 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Actions, requires,
Line Missile Protection Evaluation, which addressed the previous question identified in the
in part, that measures shall be established to assure that conditions adverse to quality, such as
2010 CDBI inspection.
failures, malfunctions, deficiencies, deviations, defective material and equipment, and
As noted in NPPDs letter, the results of NEDC 13-046 are similar to NEDC 11-077, in that the
nonconformances are promptly identified and corrected.  Contrary to the above, from July 2010  
vent line stays rigid and does not crimp or bend, thereby maintaining its venting capabilities.
to present, measures established by NPPD failed to assure that an identified condition adverse
The letter indicated that the vent piping construction is also similar, in that, both the DGFO
to quality was corrected.  Specifically, NPPD failed to evaluate the lack of tornado missile
storage tank vents (2-inch diameter) and the Diesel Generator Day Tank vents (6-inch diameter)
protection for the DGFO storage tank vents and demonstrate their ability to perform their
use schedule 40 steel pipe. In addition, the letter provided another comparison that if the
specified safety function in the event of a tornado missile impact.  This violation is being 
larger vent is robust enough to handle a tornado missile, then the smaller pipe would be just
treated as a non-cited violation, consistent with Section 2.3.2.a, of the Enforcement Policy.  
as robust due to the similarity in pipe wall thickness. Furthermore, NPPDs letter stated that;
The violation was entered into NPPDs corrective action program as Condition Report
NEDC 13-046 independently validated the technical adequacy of the conclusions from
CR-CNS-2014-00146.  (NCV 05000298/2013005-01, Failure to Promptly Identify and Correct a
EE 10-060, that the DGFO storage tanks would remain operable after a tornado strike to the
Condition Adverse to Quality). 
vents.
 
In conclusion, NPPDs violation denial letter stated that the previous NRC CDBI question related
Summary of NPPDs Response
to the DGFO storage tank vents ability to withstand a tornado missile strike was adequately
resolved under Condition Report CR-CNS-2010-05211 and appropriately evaluated in a timely
In response to violation 05000298/2013005-01, NPPD provided a reply contained in a letter
manner commensurate with 10 CFR 50, Appendix B, Criterion XVI.
from O. Limpias to the NRC dated May 20, 2014, which disputes the use of 10 CFR Part 50,  
NRC Analysis
Appendix B, Criterion XVI, Corrective Action, as the basis for the Non-Cited Violation.  
Consistent with the guidance provided in Policy Guide 0560-6 Region IV Enforcement
Procedures, NRC staff performed an independent review of the documentation associated with
As stated in this letter, NPPD denied that a violation of NRC requirements had occurred, 
this finding. Based on the results of this review, it was determined that the requirements of the
in that, NPPD had previously evaluated this condition as documented in Condition Report 
Draft General Design Criteria, Criterion 2, published July 11, 1967, clearly establish the design
CR CNS-2010-05211, which was initiated in response to a question identified during the
function of systems and components of reactor facilities, which are essential to the prevention of
2010 Component Design Basis Inspection (CDBI). NPPD also indicated that they had re-
accidents that could affect public health and safety or to mitigation of its consequences. These
evaluated these results and concluded the original evaluation remained valid.  Specifically,
systems and components are required to be designed, fabricated, and erected to performance
Engineering Evaluation (EE) 10-060, Evaluation of the Diesel Generator Fuel Oil Tank Vents
standards that will enable the facility to withstand, without loss of the capability to protect the
After a Tornado Strike, Revision 00, evaluated the DGFO storage tank design to satisfy the
public, the additional forces that might be imposed by natural phenomena such as tornados.
design basis events delineated in IEEE-308-1970, Table 1, consistent with the pre-General
Furthermore, the system design basis requirements contained in the Cooper Nuclear Station
Design Criteria 2 requirements contained in Appendix F of OPPDs Updated Safety Analysis
USAR, Chapter XII, Section 2.3.3.2.2, Tornado Generated Missiles, specifies that all Seismic
Report (USAR).  As stated in your letter, EE-10-060 provided a technical basis on the location of  
Class I Structures are designed to provide protection against the following tornado generated
the vents, how much of the vents are exposed to missile impacts, and also discussed that these
missiles;
vent lines are cast in place thus minimizing the amount of load transferred to the DGFO storage
      *  A 35-foot long utility pole with a 14-inch butt with an impact velocity of 200 miles per hour.
tanks by a missile strike.  Therefore, the EE concluded that transfer of the minimal load would
      *  A one-ton missile such as compact-type automobile with an impact velocity of 100 miles
not damage any part of the tank below the fuel level, validating that the DGFO storage tanks
          per hour and a contact area of 25 square feet.
and vents would remain operable after a tornado strike to the vents.  
                                                      -4-
The method of evaluation for assessing the ruggedness of these structural components was
based on guidance contained in USAR Appendix C, Section 3.1.2, Components Designed
Primarily by Empirical Methods, which contains provisions for component design primarily by
empirical methods.
Additionally, NPPD indicated in its letter that EE-10-060 included a postulated impact to the
DGFO storage tank vents after a design basis tornado and recommended a defense-in-depth
action for the operations staff to visually check the DGFO storage tank vents for any
obstructions. This information was provided to document the basis made in response to the
1991 Electrical Distribution System Functional Inspection (EDSFI) comment that Cooper


    *    A two-inch extra heavy pipe, 12 feet long.
    *    Any other missile resulting from failure of a structure or component or one which has
          potential of being lifted from storage or working areas at the site.
- 4 -  
Additionally, Cooper Nuclear Stations Design Basis for the DGFO system includes the following
requirements;
Nuclear Station (CNS) did not require any operator actions to ensure that the vent or fill lines
    *    The standby diesel generator system must be capable of withstanding the most severe
were not obstructed as noted in the Diesel Generator Design Criteria Document material.    
        conditions anticipated at the location of the plant. As referenced in USAR, Chapter VIII,
        the design basis events are described in IEEE-308-1970, Table I. This table includes
NPPDs letter also states that, during the 2013 fourth quarter inspection period, the NRC
        postulated earthquake, wind, hurricane, and tornado effects as natural phenomena
Resident Inspectors questioned the technical basis provided in EE-10-060.  NPPDs letter
        design bases. Additionally, Table I of IEEE-308-1970 lists accident generated missiles
further stated that, the original EE preparer and the responsible supervisor were no longer
        as one of the events that the emergency diesel system must be designed to withstand.
employed by NPPD. Accordingly, NPPDs Design Engineering staff completed a sensitivity
    *    The fuel oil subsystem must provide sufficient fuel to operate the standby diesel
calculation, NEDC 13-046, DG Storage Tank Vent Line Tornado Missile Durability.  This
        generator under all postulated conditions.
calculation utilized similar design inputs and basis from NEDC 11-077, DG Day Tank Vent 
    *    The safety classification of the essential emergency diesel system including the diesel
Line Missile Protection Evaluation, which addressed the previous question identified in the
        fuel oil tank vents is Seismic Class 1.
2010 CDBI inspection.  
The NRC concluded that the DGFO storage tank Seismic Class 1 vents were not assured to be
designed, fabricated, and erected to withstand the additional forces imposed by natural
As noted in NPPDs letter, the results of NEDC 13-046 are similar to NEDC 11-077, in that the  
phenomena such as tornados, as required by the licensing basis stated above. Specifically, the
vent line stays rigid and does not crimp or bend, thereby maintaining its venting capabilities.
evaluation performed in accordance with CNS-CR-2010-05211 and the associated EE-10-060,
The letter indicated that the vent piping construction is also similar, in that, both the DGFO  
did not adequately demonstrate that the DGFO storage tank vent lines would maintain its ability
storage tank vents (2-inch diameter) and the Diesel Generator Day Tank vents (6-inch diameter)
to withstand a postulated tornado missile impact without loss of function. Although the
use schedule 40 steel pipe.  In addition, the letter provided another comparison that if the 
evaluation references the location of the vents, the area of exposure of the vents to missile
larger vent is robust enough to handle a tornado missile, then the smaller pipe would be just 
impact, and generally discusses the material composition of the vents and the inferred minimal
as robust due to the similarity in pipe wall thickness. Furthermore, NPPDs letter stated that;
load transferred to the DGFO storage tanks, no definitive analytical basis was identified for
NEDC 13-046 independently validated the technical adequacy of the conclusions from 
concluding that the vent lines would not be damaged by the postulated tornado generated
EE 10-060, that the DGFO storage tanks would remain operable after a tornado strike to the  
missile and they would remain functional. Although NPPDs compensatory actions dealt with
vents
the initial operability condition, the requisite corrective and preventive measures failed to
address the nonconforming design condition, concerning the DGFO storage tank vents
In conclusion, NPPDs violation denial letter stated that the previous NRC CDBI question related
tornado missile protection, initially identified as a performance deficiency in NRC CDBI
to the DGFO storage tank vents ability to withstand a tornado missile strike was adequately
Report 05000298/2010007.
resolved under Condition Report CR-CNS-2010-05211 and appropriately evaluated in a timely
Based on the independent review of EE-10-060, it was determined that the document did not
manner commensurate with 10 CFR 50, Appendix B, Criterion XVI. 
technically evaluate the DGFO vent lines with regard to its ability to withstand the full spectrum
of tornado generated missiles described above. Specifically, EE-10-060 incorrectly assumed
NRC Analysis
that the vents were low profile rigid sections of pipe and if impacted by a missile there would be
no damage to the fuel oil storage tank. EE-10-060 further stated that If both vents are clamped
Consistent with the guidance provided in Policy Guide 0560-6 Region IV Enforcement
and the vents are not restored promptly, one or both of the fill caps can be opened to provide
Procedures, NRC staff performed an independent review of the documentation associated with
venting of the tank. However, this compensatory action failed to adequately address the
this finding. Based on the results of this review, it was determined that the requirements of the
dynamic effects of a postulated tornado missile impact on the DGFO vent lines. Furthermore, it
Draft General Design Criteria, Criterion 2, published July 11, 1967, clearly establish the design
was determined that although EE-10-060 identified that USAR Section 2.3.3.2.2 Tornado
function of systems and components of reactor facilities, which are essential to the prevention of  
Generated Missiles, requires that all Class I Structures are to provide protection against
accidents that could affect public health and safety or to mitigation of its consequences. These
tornado generated missiles, no corresponding corrective actions were initiated to address this
systems and components are required to be designed, fabricated, and erected to performance
                                                    -5-
standards that will enable the facility to withstand, without loss of the capability to protect the  
public, the additional forces that might be imposed by natural phenomena such as tornados.
Furthermore, the system design basis requirements contained in the Cooper Nuclear Station
USAR, Chapter XII, Section 2.3.3.2.2, Tornado Generated Missiles, specifies that all Seismic
Class I Structures are designed to provide protection against the following tornado generated  
missiles
*
A 35-foot long utility pole with a 14-inch butt with an impact velocity of 200 miles per hour.
*
A one-ton missile such as compact-type automobile with an impact velocity of 100 miles
per hour and a contact area of 25 square feet.


documented design deficiency. Additionally, USAR Section 2.1.2.3 states that the Standby
Diesel Generator System and Auxiliaries are Class I Equipment. However, EE-10-060 failed to
identify any specific corrective measures to address this nonconforming condition.
- 5 -  
As stated in Manual Chapter 0326, Section 07.02, Timing of Corrective Actions, the NRCs
expectations are that licensees establish a schedule for completing corrective actions when a
*
structure, system, or component is determined to be degraded or nonconforming. This
A two-inch extra heavy pipe, 12 feet long.  
guidance further states that licensees should address any degraded or nonconforming condition
in a timeframe commensurate with the safety significance of the condition. If the licensee does
*
not resolve the degraded or nonconforming condition at the first available opportunity or does
Any other missile resulting from failure of a structure or component or one which has
not appropriately justify a longer completion schedule, then the staff would conclude that
potential of being lifted from storage or working areas at the site.  
corrective action has not been timely and would consider taking enforcement action.
Based on the guidance contained in Manual Chapter 0326, the unprotected DGFO storage tank
Additionally, Cooper Nuclear Stations Design Basis for the DGFO system includes the following
vents represent a nonconforming condition. Specifically, the installed vents do not comply with
requirements;
the established design requirements of protecting Seismic Class I components from postulated
tornado generated missiles and are, therefore, nonconforming. Additionally, the independent
*
review of NPPDs violation denial, which relies on the postulated plastic deformation of the
The standby diesel generator system must be capable of withstanding the most severe
2-inch carbon steel vent lines, is non-conservative, in that, it does not account for the worst
conditions anticipated at the location of the plant. As referenced in USAR, Chapter VIII,  
case conditions and did not include the full spectrum of missile hazards specified in USAR
the design basis events are described in IEEE-308-1970, Table I.  This table includes
Chapter XII, Section 2.3.3.2.2, Tornado Generated Missiles.
postulated earthquake, wind, hurricane, and tornado effects as natural phenomena
Furthermore, as described in NPPDs violation denial letter, the method of evaluation for
design bases. Additionally, Table I of IEEE-308-1970 lists accident generated missiles
assessing the ruggedness of these structural components was predicated on guidance from
as one of the events that the emergency diesel system must be designed to withstand.
USAR Appendix C, Section 3.1.2, Components Designed Primarily by Empirical Methods.
Based on the review of this methodology, it was determined that the guidance provided in
*
Section 3.1.2 is limited to the use of testing and experienced-based seismic qualification of
The fuel oil subsystem must provide sufficient fuel to operate the standby diesel
equipment for use in nuclear power plants. However, given the absence of explicit industry
generator under all postulated conditions. 
testing data and empirical experience related to missile strikes on piping, the use of this seismic
qualification methodology to justify the nonconforming condition associated with protection of
*
the DGFO storage tank vents from tornado generated missiles is inappropriate.
The safety classification of the essential emergency diesel system including the diesel
Additionally, as stated in NPPDs violation denial letter, the results of NEDC 13-046 are similar
fuel oil tank vents is Seismic Class 1.
to NEDC 11-077, in that the vent line stays rigid and does not crimp or bend, thereby
maintaining its venting capabilities. The letter also asserts that NEDC 13-046 independently
The NRC concluded that the DGFO storage tank Seismic Class 1 vents were not assured to be
validated the technical adequacy of the conclusions from EE-10-060, that the DGFO storage
designed, fabricated, and erected to withstand the additional forces imposed by natural
tanks would remain operable after a postulated tornado missile strike to the vents. However,
phenomena such as tornados, as required by the licensing basis stated above. Specifically, the
during the independent review of NEDC 13-046 and NEDC 11-077, it was determined that both
evaluation performed in accordance with CNS-CR-2010-05211 and the associated EE-10-060,  
of these calculations erroneously classified the vent lines as non-Seismic Class1 components.
did not adequately demonstrate that the DGFO storage tank vent lines would maintain its ability
Therefore, the DGFO vent lines appear to have been inappropriately evaluated against the
to withstand a postulated tornado missile impact without loss of function. Although the
tornado missile spectrum for non-Seismic Class1 equipment. It was also determined that
evaluation references the location of the vents, the area of exposure of the vents to missile
NEDC 13-046 incorrectly references documents that are not part of CNS current licensing basis
impact, and generally discusses the material composition of the vents and the inferred minimal
and that this calculation contains non-conservative assumptions (i.e. vents were low profile
load transferred to the DGFO storage tanks, no definitive analytical basis was identified for
rigid sections of pipe) regarding the modeling of the vent lines. Therefore, the results of
concluding that the vent lines would not be damaged by the postulated tornado generated
NEDC 13-046 and NEDC 11-077 were determined to be technically inaccurate and immaterial
missile and they would remain functional. Although NPPDs compensatory actions dealt with
to the nonconforming condition associated with the DGFO storage tank vents.
the initial operability condition, the requisite corrective and preventive measures failed to
                                                  -6-
address the nonconforming design condition, concerning the DGFO storage tank vents 
tornado missile protection, initially identified as a performance deficiency in NRC CDBI 
Report 05000298/2010007.  
Based on the independent review of EE-10-060, it was determined that the document did not
technically evaluate the DGFO vent lines with regard to its ability to withstand the full spectrum
of tornado generated missiles described above.  Specifically, EE-10-060 incorrectly assumed
that the vents were low profile rigid sections of pipe and if impacted by a missile there would be
no damage to the fuel oil storage tank.  EE-10-060 further stated that If both vents are clamped
and the vents are not restored promptly, one or both of the fill caps can be opened to provide
venting of the tank.  However, this compensatory action failed to adequately address the  
dynamic effects of a postulated tornado missile impact on the DGFO vent lines. Furthermore, it
was determined that although EE-10-060 identified that USAR Section 2.3.3.2.2 Tornado
Generated Missiles, requires that all Class I Structures are to provide protection against
tornado generated missiles, no corresponding corrective actions were initiated to address this


NRC Conclusion
We have concluded that the finding and NCV for failing to assure that an identified condition
adverse to quality was promptly corrected to meet the requirements in 10 CFR Part 50,
- 6 -
Appendix B, Criterion XVI as documented in NRC Inspection Report 05000298/2013005 are
valid. The failure to perform a proper engineering evaluation of the DGFO storage tank vents to
documented design deficiency.  Additionally, USAR Section 2.1.2.3 states that the Standby
demonstrate the ability to perform its specified safety function as required by the licensing bases
Diesel Generator System and Auxiliaries are Class I Equipment.  However, EE-10-060 failed to
identify any specific corrective measures to address this nonconforming condition.
As stated in Manual Chapter 0326, Section 07.02, Timing of Corrective Actions, the NRCs
expectations are that licensees establish a schedule for completing corrective actions when a
structure, system, or component is determined to be degraded or nonconforming.  This
guidance further states that licensees should address any degraded or nonconforming condition
in a timeframe commensurate with the safety significance of the condition.  If the licensee does
not resolve the degraded or nonconforming condition at the first available opportunity or does
not appropriately justify a longer completion schedule, then the staff would conclude that
corrective action has not been timely and would consider taking enforcement action.
Based on the guidance contained in Manual Chapter 0326, the unprotected DGFO storage tank
vents represent a nonconforming condition.  Specifically, the installed vents do not comply with
the established design requirements of protecting Seismic Class I components from postulated
tornado generated missiles and are, therefore, nonconforming.  Additionally, the independent
review of NPPDs violation denial, which relies on the postulated plastic deformation of the
2-inch carbon steel vent lines, is non-conservative, in that, it does not account for the worst 
case conditions and did not include the full spectrum of missile hazards specified in USAR
Chapter XII, Section 2.3.3.2.2, Tornado Generated Missiles. 
Furthermore, as described in NPPDs violation denial letter, the method of evaluation for
assessing the ruggedness of these structural components was predicated on guidance from
USAR Appendix C, Section 3.1.2, Components Designed Primarily by Empirical Methods.   
Based on the review of this methodology, it was determined that the guidance provided in
Section 3.1.2 is limited to the use of testing and experienced-based seismic qualification of
equipment for use in nuclear power plants.  However, given the absence of explicit industry
testing data and empirical experience related to missile strikes on piping, the use of this seismic
qualification methodology to justify the nonconforming condition associated with protection of
the DGFO storage tank vents from tornado generated missiles is inappropriate. 
Additionally, as stated in NPPDs violation denial letter, the results of NEDC 13-046 are similar
to NEDC 11-077, in that the vent line stays rigid and does not crimp or bend, thereby
maintaining its venting capabilities.  The letter also asserts that NEDC 13-046 independently
validated the technical adequacy of the conclusions from EE-10-060, that the DGFO storage
tanks would remain operable after a postulated tornado missile strike to the vents.  However,
during the independent review of NEDC 13-046 and NEDC 11-077, it was determined that both
of these calculations erroneously classified the vent lines as non-Seismic Class1 components. 
Therefore, the DGFO vent lines appear to have been inappropriately evaluated against the
tornado missile spectrum for non-Seismic Class1 equipment.  It was also determined that 
NEDC 13-046 incorrectly references documents that are not part of CNS current licensing basis
and that this calculation contains non-conservative assumptions (i.e. vents were low profile 
rigid sections of pipe) regarding the modeling of the vent lines.  Therefore, the results of 
NEDC 13-046 and NEDC 11-077 were determined to be technically inaccurate and immaterial
to the nonconforming condition associated with the DGFO storage tank vents. 
 
- 7 -
NRC Conclusion  
We have concluded that the finding and NCV for failing to assure that an identified condition  
adverse to quality was promptly corrected to meet the requirements in 10 CFR Part 50,  
Appendix B, Criterion XVI as documented in NRC Inspection Report 05000298/2013005 are  
valid. The failure to perform a proper engineering evaluation of the DGFO storage tank vents to  
demonstrate the ability to perform its specified safety function as required by the licensing bases  
in the event of a tornado generated missile has not been documented.
in the event of a tornado generated missile has not been documented.
                                                  -7-
}}
}}

Latest revision as of 16:25, 10 January 2025

Response to Disputed Non-Cited Violation 05000298/2013005-01, Failure to Promptly Identify and Correct a Condition Adverse to Quality
ML14307B038
Person / Time
Site: Cooper Entergy icon.png
Issue date: 11/03/2014
From: Troy Pruett
NRC/RGN-IV/DRP
To: Limpias O
Nebraska Public Power District (NPPD)
George G
References
EA-14-090 IR 2013005
Download: ML14307B038 (11)


See also: IR 05000298/2013005

Text

November 3, 2014

EA-14-090

Oscar A. Limpias, Vice President - Nuclear

and Chief Nuclear Officer

Nebraska Public Power District

Cooper Nuclear Station

P.O. Box 98

Brownville, NE 68321-0098

SUBJECT:

RESPONSE TO DISPUTED NON-CITED VIOLATION 05000298/2013005-01,

"FAILURE TO PROMPTLY IDENTIFY AND CORRECT A CONDITION

ADVERSE TO QUALITY"

Dear Mr. Limpias:

In your letter of May 20, 2014, Nebraska Public Power District (NPPD) contests a Green NRC-

identified violation that was dispositioned as a non-cited violation (NCV). Specifically, NPPD

disputes the use of 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Action, as the basis

for the NCV. The NCV involved a failure to promptly identify and correct a condition adverse to

quality involving an inadequate evaluation of the diesel generator fuel oil (DGFO) storage tank

vents and their ability to perform the specified safety function in the event of a tornado missile

impact.

On June 13, 2014, we acknowledged your letter and informed you that we would review your

basis for contesting the NCV and provide the results of our evaluation by written response. The

NRC performed a detailed review of the facts associated with this violation and the use of

10 CFR Part 50, Appendix B, Criterion XVI. In addition, we reviewed NPPDs engineering

evaluation (EE), EE 10-060, Evaluation of the Diesel Generator Fuel Oil Tank Vents After a

Tornado Strike, Revision 0.

In your May 20 letter, you stated, in part, that the evaluation of the DGFO storage tank vents

ability to withstand a tornado missile strike was adequately resolved under Condition Report

CR-CNS-2010-05211. This Condition Report CR referenced engineering evaluation EE 10-060

which validated that the DGFO storage tanks and vents would remain operable after a tornado

missile strike to the vents. However, the NRC found that engineering evaluation EE 10-060

contains no definitive analytical basis to conclude that the vent lines would not be damaged by

postulated tornado generated missiles and the requisite corrective and preventive measures

failed to address the nonconforming design condition (see enclosure). Therefore, the NRC has

concluded that the violation occurred as stated in the aforementioned inspection report and the

NCV will stand.

UNITED STATES

NUCLEAR REGULATORY COMMISSION

REGION IV

1600 E LAMAR BLVD

ARLINGTON, TX 76011-4511

O. Limpias

- 2 -

In accordance with 10 CFR 2.390 of the NRCs Rules of Practice and Procedure, a copy of

this letter will be available electronically for public inspection in the NRCs Agencywide

Document Access and Management System (ADAMS). ADAMS is accessible from the NRC

Website at http://www.nrc.gov/reading-rm/adams.html (the Public Reading Room).

Sincerely,

/RA/

Troy W. Pruett, Acting Director

Division of Reactor Projects

Docket No.:

50-298

License No.: DPR-46

Enclosure:

1. NRC Evaluation and Conclusion

cc w/ enclosure:

Electronic Distribution for CNS

ML14307B038

SUNSI Review

By: RML

ADAMS

Yes No

Publicly Available

Non-Publicly Available

Non-Sensitive

Sensitive

Keyword:

NRC-002

OFFICE

DRS/SRI:EB1

DRP/C:PBC

DRS/EB1:BC

SES:ACES

C:ACES

OE

DRP:D

NAME

RLatta:RDL

GGeorge

TFarnholtz

RBrowder

VCampbell

GGulla

TPruett

SIGNATURE

/RA/

/RA DAllen

for/

/RA WSifre

for/

/RA/CMaier

for

/RA/

/RA/E

/RA/

DATE

8/20/14

8/20/14

8/21/14

10/28/14

10/29/14

10/30/14

10/31/14

Letter to Oscar A. Limpias from Troy W. Pruett dated November 3, 2014

SUBJECT:

RESPONSE TO DISPUTED NON-CITED VIOLATION 05000298/2013005-01,

"FAILURE TO PROMPTLY IDENTIFY AND CORRECT A CONDITION

ADVERSE TO QUALITY"

Electronic distribution by RIV:

Regional Administrator (Marc.Dapas@nrc.gov)

Deputy Regional Administrator (Kriss.Kennedy@nrc.gov)

Acting DRP Director (Troy.Pruett@nrc.gov)

Acting DRP Deputy Director (Jason.Kozal@nrc.gov)

DRS Director (Anton.Vegel@nrc.gov)

DRS Deputy Director (Jeff.Clark@nrc.gov)

Senior Resident Inspector (Jeffrey.Josey@nrc.gov)

Resident Inspector (Christopher.Henderson@nrc.gov)

Branch Chief, DRP/C (Gerond.George@nrc.gov)

Senior Project Engineer (Ray.Azua@nrc.gov)

Project Engineer (Paul.Nizov@nrc.gov)

Project Engineer (Michael.Langelier@nrc.gov)

CNS Administrative Assistant (Amy.Elam@nrc.gov)

Public Affairs Officer (Victor.Dricks@nrc.gov)

Public Affairs Officer (Lara.Uselding@nrc.gov)

Project Manager (Eric.Oesterle@nrc.gov)

Branch Chief, DRS/TSB (Geoffrey.Miller@nrc.gov)

ACES (R4Enforcement.Resource@nrc.gov)

RITS Coordinator (Marisa.Herrera@nrc.gov)

Regional Counsel (Karla.Fuller@nrc.gov)

Technical Support Assistant (Loretta.Williams@nrc.gov)

Congressional Affairs Officer (Jenny.Weil@nrc.gov)

RIV Congressional Affairs Officer (Angel. Moreno@nrc.gov)

RidsOEMail Resource

OE Specialist (Gerald.Gulla@nrc.gov)

Enclosure

NRC EVALUATION AND CONCLUSION

Statement of Violation 05000298/2013005-01

As documented in NRC Inspection Report 05000298/2013005, the subject non-cited violation

was described as follows:

Failure to Promptly Identify and Correct a Condition Adverse to Quality

Introduction. The inspectors identified a Green non-cited violation of 10 CFR Part 50,

Appendix B, Criterion XVI, Corrective Actions, associated with NPPDs failure to promptly

identify and correct a condition adverse to quality. Specifically, from July 2010 to present, the

licensee failed to properly evaluate the diesel generator fuel oil (DGFO) storage tank vents to

demonstrate their ability to perform their specified safety function in the event of a tornado

generated missile.

Description. While performing plant walk downs, the inspectors noted that the DGFO storage

tank vent lines appeared to be susceptible to tornado missile impact. Specifically, the vent lines

were approximately 1 foot apart, and the inspectors questioned whether a single tornado

generated missile could render both vent lines incapable of performing their intended safety

function. Based on the review of pertinent licensing basis documents, the inspectors

determined that Appendix F of the USAR states, in part, that the licensee complies with Draft

General Design Criteria GDC-2, published July 11, 1967, which requires that systems and

components needed for accident mitigation remain fully functional before, during, and after a

tornado event. It was also noted that Updated Safety Analysis Report (USAR) Chapter I-5,

Section 5.2, defines Class I structures and equipment as, Structures and equipment whose

failure could cause significant release of radioactivity or which are vital to a safe shutdown of

the plant and removal of decay and sensible heat. Additionally, USAR Chapter XII-2,

Section 2.1.2.3, identifies the Standby Diesel Generator System and Auxiliaries as Seismic

Class I equipment. However, based on the review of the licensees design basis documents,

the inspectors were unable to locate an evaluation of the safety-related vent lines that

demonstrated their ability to withstand a tornado missile impact.

The inspectors also noted that Station Procedure 5.1 WEATHER, Operations During Weather

Watches and Warnings, Revision 12, Section 7.4, directed that, in the event of a tornado

impact to the site, operators would inspect the vent lines, and if they were damaged, one of the

diesel generator fuel oil tank fill lines was to be opened. The inspectors determined this to be a

compensatory action, which brought into question whether the vent lines were adequately

protected from tornado generated missiles.

In response to these issues, NPPD initiated Condition Report CR-CNS-2013-03720. As

documented in this condition report, the licensee identified that during the 2010 NRC

Component Design Basis Inspection (CDBI), NRC inspectors had similar questions and

Condition Report CR-CNS-2010-05211 had been initiated to address these questions.

However, the licensee subsequently closed Condition Report CR-CNS-2013-03720 with no

explicit corrective actions specified.

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Based on the review of Condition Report CR-CNS-2010-05211, it was noted that it had been

initiated in response to questions regarding a statement in the licensees design control

document for the diesel generators which dealt with tornado missile protection for the DGFO

storage tank vents.

Specifically, the design control document stated, in part, that The vent pipe concerns were

satisfactorily resolved during the 1991 EDSFI, and the inspectors had requested NPPDs

evaluation for the DGFO storage tank vents and fill valves with respect to tornado missile

protection. NPPD examined the basis for this statement and determined that it had been

erroneously identified during their evaluation of a finding at another facility where the NRC had

questioned the adequacy of fill and vent connections with respect to impact from a tornado

generated missile. However, during their review, NPPD determined that a documented

evaluation of the fill and vent lines ability to withstand a tornado missile impact could not be

located.

The corrective actions specified in Condition Report CR-CNS-2010-05211 also included

direction to provide a formal analysis of the diesel generator fuel oil storage tank vent lines

pertaining to tornado missile protection. In response to this action, NPPD developed EE 10-

060, Evaluation of the Diesel Generator Fuel Oil Tanks. The inspectors reviewed EE 10-060

and determined that it did not adequately evaluate the DGFO vent lines with regard to their

ability to withstand tornado generated missiles. Alternatively, the EE assumed that the vents

were short runs of pipe and if impacted by a missile there would be no damage to the fuel oil

storage tank. The evaluation also discussed manual action condition reports that could be

implemented if the vent lines were damaged by a tornado generated missile.

The inspectors determined that the assumptions associated with the vent lines ability to

withstand a missile impact were inadequate and that NPPD had failed to correct a previously

identified condition adverse to quality. Specifically, Condition Report CR-CNS-2010-05211

identified that NPPD did not have a documented evaluation that demonstrated the DGFO vent

lines ability to withstand a tornado missile impact, and the corrective actions to address this

condition were based on inadequate assumptions in the engineering evaluation.

Analysis. NPPDs failure to promptly identify and correct a condition adverse to quality was a

performance deficiency. This performance deficiency is more than minor, and therefore a

finding, because it is associated with the design control attribute of the Mitigating Systems

Cornerstone, and affected the cornerstone objective to ensure the availability, reliability, and

capability of systems that respond to initiating events to prevent undesirable consequences.

Using Inspection Manual Chapter 0609, Appendix A, The Significance Determination Process

(SDP) for Findings At-Power, dated July 1, 2012, inspectors determined this finding to have

very low safety significance (Green) because it: (1) was not a deficiency affecting the design

and qualification of a mitigating structure, system, or component, and did not result in a loss of

operability or functionality; (2) did not represent a loss of system and/or function; (3) did not

represent an actual loss of function of at least a single train for longer allowed outage time, or

two separate safety systems out-of-service for longer than their technical specification allowed

outage time; and (4) did not represent an actual loss of function of one or more nontechnical

specification trains of equipment designated as high safety significance in accordance with the

licensees maintenance rule program. The finding has a cross-cutting aspect in the area of

human performance associated with decision-making component because the licensee did not

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ensure that the proposed action was safe in order to proceed, rather than unsafe to disapprove

the action H.1(b).

Enforcement. Title 10 CFR Part 50, Appendix B, Criterion XVI, Corrective Actions, requires,

in part, that measures shall be established to assure that conditions adverse to quality, such as

failures, malfunctions, deficiencies, deviations, defective material and equipment, and

nonconformances are promptly identified and corrected. Contrary to the above, from July 2010

to present, measures established by NPPD failed to assure that an identified condition adverse

to quality was corrected. Specifically, NPPD failed to evaluate the lack of tornado missile

protection for the DGFO storage tank vents and demonstrate their ability to perform their

specified safety function in the event of a tornado missile impact. This violation is being

treated as a non-cited violation, consistent with Section 2.3.2.a, of the Enforcement Policy.

The violation was entered into NPPDs corrective action program as Condition Report

CR-CNS-2014-00146. (NCV 05000298/2013005-01, Failure to Promptly Identify and Correct a

Condition Adverse to Quality).

Summary of NPPDs Response

In response to violation 05000298/2013005-01, NPPD provided a reply contained in a letter

from O. Limpias to the NRC dated May 20, 2014, which disputes the use of 10 CFR Part 50,

Appendix B, Criterion XVI, Corrective Action, as the basis for the Non-Cited Violation.

As stated in this letter, NPPD denied that a violation of NRC requirements had occurred,

in that, NPPD had previously evaluated this condition as documented in Condition Report

CR CNS-2010-05211, which was initiated in response to a question identified during the

2010 Component Design Basis Inspection (CDBI). NPPD also indicated that they had re-

evaluated these results and concluded the original evaluation remained valid. Specifically,

Engineering Evaluation (EE)10-060, Evaluation of the Diesel Generator Fuel Oil Tank Vents

After a Tornado Strike, Revision 00, evaluated the DGFO storage tank design to satisfy the

design basis events delineated in IEEE-308-1970, Table 1, consistent with the pre-General

Design Criteria 2 requirements contained in Appendix F of OPPDs Updated Safety Analysis

Report (USAR). As stated in your letter, EE-10-060 provided a technical basis on the location of

the vents, how much of the vents are exposed to missile impacts, and also discussed that these

vent lines are cast in place thus minimizing the amount of load transferred to the DGFO storage

tanks by a missile strike. Therefore, the EE concluded that transfer of the minimal load would

not damage any part of the tank below the fuel level, validating that the DGFO storage tanks

and vents would remain operable after a tornado strike to the vents.

The method of evaluation for assessing the ruggedness of these structural components was

based on guidance contained in USAR Appendix C, Section 3.1.2, Components Designed

Primarily by Empirical Methods, which contains provisions for component design primarily by

empirical methods.

Additionally, NPPD indicated in its letter that EE-10-060 included a postulated impact to the

DGFO storage tank vents after a design basis tornado and recommended a defense-in-depth

action for the operations staff to visually check the DGFO storage tank vents for any

obstructions. This information was provided to document the basis made in response to the

1991 Electrical Distribution System Functional Inspection (EDSFI) comment that Cooper

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Nuclear Station (CNS) did not require any operator actions to ensure that the vent or fill lines

were not obstructed as noted in the Diesel Generator Design Criteria Document material.

NPPDs letter also states that, during the 2013 fourth quarter inspection period, the NRC

Resident Inspectors questioned the technical basis provided in EE-10-060. NPPDs letter

further stated that, the original EE preparer and the responsible supervisor were no longer

employed by NPPD. Accordingly, NPPDs Design Engineering staff completed a sensitivity

calculation, NEDC 13-046, DG Storage Tank Vent Line Tornado Missile Durability. This

calculation utilized similar design inputs and basis from NEDC 11-077, DG Day Tank Vent

Line Missile Protection Evaluation, which addressed the previous question identified in the

2010 CDBI inspection.

As noted in NPPDs letter, the results of NEDC 13-046 are similar to NEDC 11-077, in that the

vent line stays rigid and does not crimp or bend, thereby maintaining its venting capabilities.

The letter indicated that the vent piping construction is also similar, in that, both the DGFO

storage tank vents (2-inch diameter) and the Diesel Generator Day Tank vents (6-inch diameter)

use schedule 40 steel pipe. In addition, the letter provided another comparison that if the

larger vent is robust enough to handle a tornado missile, then the smaller pipe would be just

as robust due to the similarity in pipe wall thickness. Furthermore, NPPDs letter stated that;

NEDC 13-046 independently validated the technical adequacy of the conclusions from

EE 10-060, that the DGFO storage tanks would remain operable after a tornado strike to the

vents.

In conclusion, NPPDs violation denial letter stated that the previous NRC CDBI question related

to the DGFO storage tank vents ability to withstand a tornado missile strike was adequately

resolved under Condition Report CR-CNS-2010-05211 and appropriately evaluated in a timely

manner commensurate with 10 CFR 50, Appendix B, Criterion XVI.

NRC Analysis

Consistent with the guidance provided in Policy Guide 0560-6 Region IV Enforcement

Procedures, NRC staff performed an independent review of the documentation associated with

this finding. Based on the results of this review, it was determined that the requirements of the

Draft General Design Criteria, Criterion 2, published July 11, 1967, clearly establish the design

function of systems and components of reactor facilities, which are essential to the prevention of

accidents that could affect public health and safety or to mitigation of its consequences. These

systems and components are required to be designed, fabricated, and erected to performance

standards that will enable the facility to withstand, without loss of the capability to protect the

public, the additional forces that might be imposed by natural phenomena such as tornados.

Furthermore, the system design basis requirements contained in the Cooper Nuclear Station

USAR, Chapter XII, Section 2.3.3.2.2, Tornado Generated Missiles, specifies that all Seismic

Class I Structures are designed to provide protection against the following tornado generated

missiles;

A 35-foot long utility pole with a 14-inch butt with an impact velocity of 200 miles per hour.

A one-ton missile such as compact-type automobile with an impact velocity of 100 miles

per hour and a contact area of 25 square feet.

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A two-inch extra heavy pipe, 12 feet long.

Any other missile resulting from failure of a structure or component or one which has

potential of being lifted from storage or working areas at the site.

Additionally, Cooper Nuclear Stations Design Basis for the DGFO system includes the following

requirements;

The standby diesel generator system must be capable of withstanding the most severe

conditions anticipated at the location of the plant. As referenced in USAR, Chapter VIII,

the design basis events are described in IEEE-308-1970, Table I. This table includes

postulated earthquake, wind, hurricane, and tornado effects as natural phenomena

design bases. Additionally, Table I of IEEE-308-1970 lists accident generated missiles

as one of the events that the emergency diesel system must be designed to withstand.

The fuel oil subsystem must provide sufficient fuel to operate the standby diesel

generator under all postulated conditions.

The safety classification of the essential emergency diesel system including the diesel

fuel oil tank vents is Seismic Class 1.

The NRC concluded that the DGFO storage tank Seismic Class 1 vents were not assured to be

designed, fabricated, and erected to withstand the additional forces imposed by natural

phenomena such as tornados, as required by the licensing basis stated above. Specifically, the

evaluation performed in accordance with CNS-CR-2010-05211 and the associated EE-10-060,

did not adequately demonstrate that the DGFO storage tank vent lines would maintain its ability

to withstand a postulated tornado missile impact without loss of function. Although the

evaluation references the location of the vents, the area of exposure of the vents to missile

impact, and generally discusses the material composition of the vents and the inferred minimal

load transferred to the DGFO storage tanks, no definitive analytical basis was identified for

concluding that the vent lines would not be damaged by the postulated tornado generated

missile and they would remain functional. Although NPPDs compensatory actions dealt with

the initial operability condition, the requisite corrective and preventive measures failed to

address the nonconforming design condition, concerning the DGFO storage tank vents

tornado missile protection, initially identified as a performance deficiency in NRC CDBI

Report 05000298/2010007.

Based on the independent review of EE-10-060, it was determined that the document did not

technically evaluate the DGFO vent lines with regard to its ability to withstand the full spectrum

of tornado generated missiles described above. Specifically, EE-10-060 incorrectly assumed

that the vents were low profile rigid sections of pipe and if impacted by a missile there would be

no damage to the fuel oil storage tank. EE-10-060 further stated that If both vents are clamped

and the vents are not restored promptly, one or both of the fill caps can be opened to provide

venting of the tank. However, this compensatory action failed to adequately address the

dynamic effects of a postulated tornado missile impact on the DGFO vent lines. Furthermore, it

was determined that although EE-10-060 identified that USAR Section 2.3.3.2.2 Tornado

Generated Missiles, requires that all Class I Structures are to provide protection against

tornado generated missiles, no corresponding corrective actions were initiated to address this

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documented design deficiency. Additionally, USAR Section 2.1.2.3 states that the Standby

Diesel Generator System and Auxiliaries are Class I Equipment. However, EE-10-060 failed to

identify any specific corrective measures to address this nonconforming condition.

As stated in Manual Chapter 0326, Section 07.02, Timing of Corrective Actions, the NRCs

expectations are that licensees establish a schedule for completing corrective actions when a

structure, system, or component is determined to be degraded or nonconforming. This

guidance further states that licensees should address any degraded or nonconforming condition

in a timeframe commensurate with the safety significance of the condition. If the licensee does

not resolve the degraded or nonconforming condition at the first available opportunity or does

not appropriately justify a longer completion schedule, then the staff would conclude that

corrective action has not been timely and would consider taking enforcement action.

Based on the guidance contained in Manual Chapter 0326, the unprotected DGFO storage tank

vents represent a nonconforming condition. Specifically, the installed vents do not comply with

the established design requirements of protecting Seismic Class I components from postulated

tornado generated missiles and are, therefore, nonconforming. Additionally, the independent

review of NPPDs violation denial, which relies on the postulated plastic deformation of the

2-inch carbon steel vent lines, is non-conservative, in that, it does not account for the worst

case conditions and did not include the full spectrum of missile hazards specified in USAR

Chapter XII, Section 2.3.3.2.2, Tornado Generated Missiles.

Furthermore, as described in NPPDs violation denial letter, the method of evaluation for

assessing the ruggedness of these structural components was predicated on guidance from

USAR Appendix C, Section 3.1.2, Components Designed Primarily by Empirical Methods.

Based on the review of this methodology, it was determined that the guidance provided in

Section 3.1.2 is limited to the use of testing and experienced-based seismic qualification of

equipment for use in nuclear power plants. However, given the absence of explicit industry

testing data and empirical experience related to missile strikes on piping, the use of this seismic

qualification methodology to justify the nonconforming condition associated with protection of

the DGFO storage tank vents from tornado generated missiles is inappropriate.

Additionally, as stated in NPPDs violation denial letter, the results of NEDC 13-046 are similar

to NEDC 11-077, in that the vent line stays rigid and does not crimp or bend, thereby

maintaining its venting capabilities. The letter also asserts that NEDC 13-046 independently

validated the technical adequacy of the conclusions from EE-10-060, that the DGFO storage

tanks would remain operable after a postulated tornado missile strike to the vents. However,

during the independent review of NEDC 13-046 and NEDC 11-077, it was determined that both

of these calculations erroneously classified the vent lines as non-Seismic Class1 components.

Therefore, the DGFO vent lines appear to have been inappropriately evaluated against the

tornado missile spectrum for non-Seismic Class1 equipment. It was also determined that

NEDC 13-046 incorrectly references documents that are not part of CNS current licensing basis

and that this calculation contains non-conservative assumptions (i.e. vents were low profile

rigid sections of pipe) regarding the modeling of the vent lines. Therefore, the results of

NEDC 13-046 and NEDC 11-077 were determined to be technically inaccurate and immaterial

to the nonconforming condition associated with the DGFO storage tank vents.

- 7 -

NRC Conclusion

We have concluded that the finding and NCV for failing to assure that an identified condition

adverse to quality was promptly corrected to meet the requirements in 10 CFR Part 50,

Appendix B, Criterion XVI as documented in NRC Inspection Report 05000298/2013005 are

valid. The failure to perform a proper engineering evaluation of the DGFO storage tank vents to

demonstrate the ability to perform its specified safety function as required by the licensing bases

in the event of a tornado generated missile has not been documented.