IR 05000285/2013011

OPPD, Reply to a Notice of Violation, NRC Inspection Report 05000285-13-011, EA-13-043

ML13115A082
Person / Time
Site:	Fort Calhoun
Issue date:	04/24/2013
From:	Cortopassi L P Omaha Public Power District
To:	NRC Region 4, Document Control Desk
References
EA-13-043, LIC-13-0028
Preceding documents:	ML13136A211 (15 May 2013)
Download: ML13115A082 (6)

Text

444 South 16 th Street Mall Omaha, NE 68102-2247

LIC-13-0028 April 24, 2013

U.S. Nuclear Regulatory Commission Attn: Document Control Desk

Washington, DC 20555-0001 References: 1. Docket Number 50-285 Letter from NRC (J. A. Clark) to OPPD (D. J. Bannister), "Fort Calhoun - NRC Integrated Inspection Report Number 05000285/2012002," dated May 11, 2012 (NRC-12-0049) (EA-2012-095) (ML12132A395) 3. Letter from OPPD (D. J. Bannister) to NRC (Document Control Desk), "Response to NRC Inspection Report 05000285/2012002, EA-2012- 095," dated June 11, 2012 (LIC-12-0080) (ML12164A431) 4. Letter from NRC (T. M. Blount) to OPPD (Lou Cortopassi), "Denial of Violation in NRC Inspection Report 05000285/2012002," dated September 14, 2012 (NRC-12-0088) (EA-2012-095) (ML12258A293) 5. Letter from OPPD (Lou Cortopassi), "Response to Denial of Violation in NRC Inspection Report 05000285/2012002,' dated November 6, 2012 (LIC-12-0152) (ML12312A109) 6. Letter from NRC (M. Hay) to OPPD (Lou Cortopassi), Fort Calhoun - NRC Inspection Report Number 05000285/2013011 and Notice of Violation," Dated March 11, 2013 (NRC-13-0029) (EA-13-043) (ML13070A399)

SUBJECT: NRC Inspection Report 05000285/2013011, Reply to a Notice of Violation (NOV); EA-13-043 On March 11, 2013, the Nuclear Regulatory Commission (NRC) transmitted Notice of Violation 05000285/2013011-01, "Cont inued Failure to Classify Intake Structure Sluice Gates as Safety Class 3," (EA-13-043) (Reference 6).

Pursuant to 10 CFR 2.201, OPPD acknowled ges the violation occurred and a response to the NOV is provided in the enclosure to this lette Th e regulatory commitment identified in Reference 5 abov e, is restated on the last page of the enclosur U. S. Nuclear Regulatory Commission LlC-13-0028 April 24, 2013 Page 2 If you should have any questions, please contact Terrence W. Simpkin, Manager, Site Regulatory Assurance, at (402) 533-6263. Louis P. Cortopassi Site Vice President and CNO Enclosure LPC/rjr c: A. T. Howell, NRC Regional Administrator, Region IV L. E. Wilkins, NRC Project Manager J. M. Sebrosky, NRC Project Manager J. C. Kirkland, NRC Senior Resident Inspector LIC-13-0028 Enclosure

Page 1 REPLY TO A NOTICE OF VIOLATION Omaha Public Power District (OPPD) Docket No. 50-285 Fort Calhoun Station (FCS) License No. DPR-40

EA-13-043 During a Nuclear Regulatory Commission (NRC) inspection conducted from November 18, 2012 to February 28, 2013, a violation of NRC requirements was identified. The violation is restated below: Title 10 CFR 50, Appendix B, Criterion III, "Design Control," requires, in part that measures shall be established to assure that applicable regulatory requirements and the design basis, as defined in 10 CFR 50.

2, for those struct ures, systems, and components are correctly translated into specifications, drawings, procedures, and instruction Contrary to the above, the licensee failed to establish measures to assure that applicable regulatory requirements and the design basis for those components were correctly translated into specifications , drawings, procedures, and instruction Specifically, the licensee failed to classify the six intake structure exterior sluice gates and their motor operators as Safety Class 3 as defined in the Updated Safety Analysis Report, Appendix N. Background Information As described in the vendor manual, the intake structure sluice gates were designed and manufactured to result in a nearly watertight enclosur The sluice gates are incorporated barriers that: 1. When open, allow river water to fill the wet cells of the intake structure providing a source of water to the circulation and raw water pumps [they are not part of either system], and 2. When closed they are part of the Fort Calhoun Station's passive flood control system. Sluice Gate Licensing Basis Draft Description provided to District in response to an Atomic Energy Commission (AEC) question in 1970:

"For any water levels above 1007.5, the wa ter level inside the intake structure is controlled by positioning the exte rior sluice gates to severely restrict the inflow into the wet wells, along with pumping out at a rate equal to the inflo Because of the wide head variation available, sluice gate and pump settings are self-balancing with reasonable limits" Preliminary Safety Analysis Report (PSAR) and Final Safety Analysis Report (FSAR)

Section 9.8:

LIC-13-0028 Enclosure

Page 2 "For water levels above 1007.5 feet, the wate r level inside the intake structure is controlled by positioning the exte rior sluice gates to restrict the inflow in to the wet wells to match the rate of pumped outflow. Because of the wide head variations possible, the sluice gate and pump settings are automatic self-balancing within reasonable limits." - The underlined language was re moved during the USAR Verification Project in late 199 Updated Safety Analysis Report (U SAR) Section 9.8 (Current): "The water level inside the intake cells can be controlled by pre-positioning the exterior sluice gates (i.e

., before floodwater reaches t he elevation that prevents access to the sluice gate actuators) to severely restrict the inflow into the cells. Intake cell level is then controlled by va rying the raw water pump output to remove the inlet flow. "

OPPD Response 1. Reason for the Violation OPPD initially denied the or iginal violation in Reference 1 and in Reference 2 the NRC stated its reasons why the violation was vali As a result, OPPD attempted to reclassify the sluice gates as Safety Cla ss 3 (SC3). However, they were never designed, procured, or maintained as a SC3 componen Once it was ascertained that reclassification was not possible, O PPD determined that an alternate means for providing cell level control, during times of high river level, was needed in order to provide flood protection for the raw water pump This method of controlling intake cell level was identified to the NRC in Reference 3 and in the public meeting held on March 27, 2013 (U.S. NRC Accession No.ML13101A223). The planned modification was discussed in the public meeting held on April 22, 2013 (U.S. NRC Accession No.ML13093A473). Additionally, the proposed modification would eliminate the need to reclassify the sluice gates as SC Difficulties in the development of the modification lead to significant delays and the eventual issuance of violation EA-13-043. 2. Corrective Steps Taken and the Results Achieved The sluice gates were inspected during the spring of 2012 and are being cycled monthly to verify closure. 3. Corrective Steps That Will be Taken A modification will be installed that will eliminate the need to re-position the intake structure sluice gates during flood levels between 1,010 and 1,014 feet MS OPPD will submit an amendment request in accordance with the requirements of 10 CFR50.59(c)(2) for the modificatio The amendment request is on track to be submitted at the end of May 201 LIC-13-0028 Enclosure

Page 3 4. Date When Full Compliance Will be Achieved Full compliance will be achieved upon final in stallation of the trash rack blowdown backflow modification which will eliminate the need to reclassify the sluice gates as SC3. References: 1. Letter from OPPD (D. Bannister) to NRC (Document Control Desk), "Response to NRC Inspection Report 05000285/2012002, EA-2012-095," dated June 11, 2012 (LIC-12-0080) (ML12164A431) 2. Letter from NRC (T. M. Blount) to OPPD (Lou Cortopassi), "Denial of Violation in NRC Inspection Report 05000285/2012002," dat ed September 14, 2012 (NRC-12-0088) (EA-2012-095) (ML12258A293) 3. Letter from OPPD (Lou Cortopassi), "Response to Denial of Violation in NRC Inspection Report 05000285/2012002,' dated November 6, 2012 (LIC-12-0152) (ML12312A109)

LIC-13-0028 Enclosure

Page 4 Regulatory Commitments Commitment Date AR Number A modification will be installed that will eliminate the need to re-position the intake structure sluice gates during flood levels between 1,010 and 1,014 feet MSL. June 1, 2013 AR 55733