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 Issue dateFromTitleProject stage
ML20266F48428 April 1983Xcel EnergyFt St Vrain 2500 Kva Xfmr Foundations & Details. Sheet 1 of 2.No Rev DateOther
ML20266F4892 May 1983Xcel EnergyFt St Vrain 2500 Kva Xfmr Foundations & Details. Sheet 2 of 2Other
ML20266F49817 June 1983Xcel Energy480V Transformer Fire Protection SysOther
ML20082E3209 November 1983Xcel Energy
Brey H
Responds to Notice of Deviation Noted in IE Insp on 830801-31.Corrective Actions:Concrete Samples Taken at End of Concrete Pump Discharge Line,Addl Lighting Installed & Number of Concrete Vibrators IncreasedOther
ML20262E6114 January 1984Xcel Energy
STONE & WEBSTER ENGINEERING CORP.
Building 10 Concrete Sections & Details, as-built.Sheet 3Other
ML20262E6154 January 1984Xcel Energy
STONE & WEBSTER ENGINEERING CORP.
Building 10 Steel Framing Plans, as-builtOther
ML20262E6194 January 1984Xcel EnergyBuilding 10 Walk-Thru Structure Floor Plans, as-builtOther
ML20262E6244 January 1984Xcel EnergyBuilding 10 Walk-Over Structure Roof Plan & Details, as-builtOther
ML20262E6294 January 1984Xcel EnergyBuilding 10 Walkover Structure Steel Elevation, as-builtOther
ML20262E5975 January 1984Xcel Energy
STONE & WEBSTER ENGINEERING CORP.
Building 10 Architectural Elevations & Details, as-builtOther
ML20262E6015 January 1984Xcel Energy
STONE & WEBSTER ENGINEERING CORP.
Building 10 Concrete Floor Plans, as-builtOther
ML20093M74922 January 1984Xcel EnergyRept of Changes,Test & Experiments Not Requiring Prior Commission Approval Per 10CFR50.59(a) for 840101-22Other
ML20093M74520 July 1984Xcel Energy
Warembourg D
Forwards Rept of Changes,Tests & Experiments Not Requiring Prior Commission Approval for 840101-22.Anniversary Date of Rept Changed to Correspond W/Submittal of Annual Update to Fsar.Future Annual Repts Will Cover Jan 23 - Jan 22Other
ML20094A27725 July 1984Xcel Energy
Lee O
Responds to NRC 840625 Concerns Re Bldg 10 Const.Concept of Bldg 10 Finalized to Relieve Crowding Conditions & to Accommodate Equipment Replacements Being Planned.Bldg 10 Constitutes Mod Not Requiring Amend to OLOther
ML20262E59321 September 1984Xcel Energy
STONE & WEBSTER ENGINEERING CORP.
Building 10 Site Plan & Caisson DetailsOther
ML20262E60627 September 1984Xcel Energy
STONE & WEBSTER ENGINEERING CORP.
Building 10 Concrete Sections & Details, as-built.Sheet 1Other
ML20101C28429 November 1984Xcel Energy
Kitzman A
Forwards Hl Brey for Redistribution Due to Error in Ltr Date.Correct Date Should Be 831101Other
ML20100C24711 March 1985Xcel Energy
Warembourg D
Advises That Attachments A,B,C & D Re Diesel Generator Loading,Battery Sizing,Listing of Encl Drawings & Partial one-line Diagram Forwarded to J Miller,Per 850227 Telcon RequestOther
ML20116G04912 April 1985Xcel Energy
Warembourg D
Informs That Listed Electrical Sys Drawings Sent to J Miller of NRR for Review,Per 840410 & 12 Requests.Copy of Logic Diagrams Being Prepared by I Ahmed RequestedOther
ML20133A41423 July 1985NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION IV)
Hunter D
Forwards Request for Addl Info Re Const of Bldg 10 & Associated Walkover Structure,Including Engineering Drawings,Walkover Structure Layout & Spatial Relationship W/Surrounding BldgsRAI
ML20262E5898 August 1985Xcel EnergyFt St Vrain Plot Plan. Sheet 1 of 1.Drawing Consists of Two Aperture CardsOther
ML20137C40121 November 1985Butcher E
Office of Nuclear Reactor Regulation
Requests Addl Info Re Bldg 10,including CN-1255 & CN-1332 for Sys 92 & CN-1294 for Sys 92/45.For Each Cn,Safety Evaluation & Design Criteria & Analysis Required.Info Requested within 30 Days of Ltr ReceiptApproval
ML20138P07917 December 1985Xcel Energy
Warembourg D
Forwards Legible Copy of Safety Evaluation Design Criteria & Design Analysis for Change Notices CN-1255,CN-1332, CN-1294 & CN-1391,per NRC 851121 Request for Addl Info. Future Changes to CN-1391 Cover nonsafety-related BatteryRequest
ML20205B07131 December 1985Yen-Ju Chen
INC.
SARGENT & LUNDY
Singh S
Rev 0 to Evaluation of Structure-Soil-Structure Interaction Effect Between Bldg 10/Walkover Structure & Main PlantOther
ML20153H05719 February 1986Berkow H
Office of Nuclear Reactor Regulation
Forwards Safety Evaluation Re 850828 Submittal Concerning Bldg 10 & Walkover Structure.Designs Acceptable,Per FSAR Requirements for Category 1 Bldgs.Confirmatory Analysis, Addressing Lack of Clearance Between Structures,RequestedApproval
ML20153H07319 February 1986Office of Nuclear Reactor RegulationSafety Evaluation Supporting Bldg 10 & Walkover Structure Design,Per FSAR Requirements for Category 1 Bldgs.Lack of Clearance Between Structures Should Be Addressed by UtilApproval
ML20266F49415 March 1986INC.
GOULD
Bus Duct Layout and Location of Bus Duct SupportsOther
ML20204A2161 May 1986Office of Nuclear Reactor Regulation
Heitner K
Forwards Request for Addl Info Re Bldg 10 Electrical Mods, Including Confirmation That All Class 1E Power,Control & Instrumentation Cables in Bldg 10 Qualified for Environ of 120 FRAI
ML20197F6547 May 1986Office of Nuclear Reactor Regulation
Hinson C
Summary of 860423-24 Meetings W/Util,Ga Technologies & S&W at Site Re Fuel Block Cracking,Bldg 10 Const,Seismic Instrumentation,Pcrv Tendons & Integrated Leak Rate Testing. Attendance List & Viewgraphs EnclMeeting
ML20198A02712 May 1986Xcel Energy
Warembourg D
Responds to NRC 860219 Questions Re Bldg 10 & Walkover Structure.Walkover Structure & Bldg 10 Designed Such That Structural Elements Will Not Impact on Adjacent Bldgs During Seismic EventOther
ML20204E70619 June 1986Xcel Energy
Warembourg D
Forwards Addl Info Re Bldg 10 Electrical Mods & Essential Power Bus Upgrades,Per NRC 860501 RequestOther
ML20199J02625 June 1986Office of Nuclear Reactor Regulation
Heitner K
Requests Addl Info Re Structural Evaluation of Bldg 10 & Walkover Structure,Discussed at 860423 & 24 Meetings.Ltr Inadequately Addressed NRC ConcernsMeeting
ML20204E69425 July 1986Xcel Energy
Brey H
Forwards Resubmittal of Addl Info Re Bldg 10 Electrical Mods & Essential Power Bus Upgrades to Include Attachments Not Received by NRCOther
ML20205B05628 July 1986Xcel Energy
Warembourg D
Forwards Addl Info Re Structural Analysis of Bldg 10 & Walkover Structure,Per 860625 Request,Including Seismic Model Used for Bldg & Rev 0 to SAD-481, Evaluation of Structure-Soil-Structure..Other
ML20214R8566 March 1987INC.
EG&G IDAHO
IDAHO NATIONAL ENGINEERING & ENVIRONMENTAL LABORATORY
Roberts E
Forwards EGG-NTA-7607, Technical Evaluation Rept Evaluation of Bldg 10 Electrical Mods Fort St Vrain Nuclear Generating Station, Informal ReptOther
ML20205R15631 March 1987Office of Nuclear Reactor Regulation
Heitner K
Forwards Request for Addl Info Re Seismic Design of Bldg 10, for Nrc/Bnl Review.Site Visit to Review Response to Encl Questions,To Insp Bldg 10 & to Audit Supporting Structural Matl Recommended within 60 Days of Ltr ReceiptRAI
ML20214R87131 March 1987INC.
EG&G IDAHO
IDAHO NATIONAL ENGINEERING & ENVIRONMENTAL LABORATORY
Nolan A
Technical Evaluation Rept Evaluation of Bldg 10 Electrical Mods Fort St Vrain Nuclear Generating Station, Informal ReptOther
ML20215F96329 May 1987Xcel Energy
Warembourg D
Forwards Response to NRC 870331 Request for Addl Info Re Bldg 10,per 870527 Telcon.Supporting Matl for Bldg 10 Structural Analyses Available in Util Ofc for ReviewRequest
ML20235Z2628 July 1987Chris Miller
Brookhaven National Laboratory
Requests Addl Info from Util Re Bldg 10 Seismic Design, Including Descriptive Matl for PILAY2 Computer Code & Sketches or Drawings Showing Caisson/Slab/Wall ConfigurationsOther
ML20236H25728 July 1987Office of Nuclear Reactor Regulation
Heitner K
Requests Addl Info Re Seismic Design of Bldg 10,based on Util 870529 Submittal.Response Requested within 45 Days of Ltr DateOther
ML20234D8099 September 1987Xcel Energy
Warembourg D
Responds to NRC 870728 Request for Addl Info Re Bldg 10, Including Descriptive Matl for PILAY2 Computer Code & Sketches or Drawings of Caisson/Slab/Wall Configurations. Sketch of Configuration & Wall Stiffness Calculation EnclRequest
ML20150C44410 March 1988Office of Nuclear Reactor Regulation
Heitner K
Forwards Safety Evaluation Re Seismic Analysis of Bldg 10 & Walkover Structure.Seismic Analysis Methods Used Conservative Relative to FSAR & AcceptableApproval
ML20150C45410 March 1988Office of Nuclear Reactor RegulationSafety Evaluation Concluding That Seismic Analysis Methods for Bldg 10 & Walkover Structure Conservative.Gaps Provided Adequate to Accommodate Relative Motions Which Occur Between Subj Structures & Walkover Structure & Turbine BldgApproval