Letter Sequence Other |
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Initiation
- Request, Request, Request, Request, Request, Request, Request, Request, Request
- Acceptance...
- Supplement, Supplement, Supplement
Results
- Approval, Approval, Approval, Approval, Approval, Approval, Approval, Approval, Approval, Approval, Approval, Approval, Approval
Other: 05000344/LER-1978-020, Forwards LER 78-020/03X-3, 05000344/LER-1978-020-03, /03L-0:on 780622,during Design Review for Piping Stress at Wall Penetrations,One Sys Was Found to Have Stress Exceeding Allowable Code.Caused by Design Error.Grouting Around Pipe Removed & Stress Reduced, ML19207C007, ML19209A322, ML19209A323, ML19209A336, ML19209A363, ML19209A432, ML19209A435, ML19209B063, ML19209B180, ML19209B241, ML19209D051, ML19209D056, ML19225A294, ML19241A963, ML19241A969, ML19241C194, ML19242B129, ML19242B972, ML19247B146, ML19248C628, ML19248C934, ML19249D678, ML19250C450, ML19253C727, ML19254D131, ML19254F178, ML19256F544, ML19256F546, ML19256F990, ML19256F993, ML19260C591, ML19261A687, ML19261D547, ML19261D820, ML19263E970, ML19267A290, ML19267A296, ML19269D190, ML19270E836, ML19270G402, ML19270H454, ML19271A997, ML19275A272, ML19282A785, ML19289C608, ML19289F192, ML19290C976, ML19294B198... further results
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MONTHYEARML19209A3631974-02-25025 February 1974 Burn Tests on Silastic Rubber-Coated Glass Drop Cloths. Prof Qualifications of Ew Edwards Encl Project stage: Other ML19256F5461974-06-30030 June 1974 Miscellaneous Paper C-74-12,Pullout Resistance of Reinforcing Bars Embedded in Hardened Concrete, Prepared by Engineer Waterways Experiment Station Project stage: Other ML20195C3451978-04-28028 April 1978 Informs That Structure of Walls in Control Bldg Does Not Meet Seismic Criteria for Sar.Reanalysis Confirms Control Bldg Will Maintain Structural Integrity & Plant Will Retain Functional Capability Under Design Loads Project stage: Other ML20195C3641978-05-26026 May 1978 Clarifies Items 2 & 3 of DG Eisenhut 780502 Memo Re Proposed Mod to Plant Spent Fuel Storage Rack Proceedings.Design Engineer Activities in Fuel Bldg Design Should Be Considered Supporting Role Project stage: Other ML18004B9711978-06-0202 June 1978 Addresses Pipe Support Base Plate Problem.Discusses Review of Support Redesigns & Capability of Anchor Bolts to Withstand Cyclic Loadings Project stage: Approval ML20195C3511978-06-29029 June 1978 Forwards Affidavits of CM Trammell & LC Shao Re Safety Significance of Control Bldg Design Deficiencies & NRC Findings Concerning Significant Hazards Considerations Project stage: Other ML20195C3851978-06-29029 June 1978 Affidavit of Chales M. Trammel,Iii.* Staff Concluded That an Amendment Authorizing Operation of Trojan Nuclear Power Plant Pending Upgrading of Seismic Capability of Control Bldg Walls Would Constitute a Decrease in Safety Margin Project stage: Other ML20195C4001978-06-29029 June 1978 Affidavit of LC Shao Re Control Bldg Design Errors Resulting in Substantially Weaker Walls than Intended by Original Design criteria.As-built Structure Has one-half of Seismic Capacity & Safety Margin Project stage: Other ML20195C3741978-06-30030 June 1978 Forwards Proposed Schedule of Actions to Bring Plant Control Bldg Into Substantial Compliance Ww/Requirements & Intended Design Margins.Detailed Description of Actions,Design Changes & Mods Will Be Submitted Prior to 780901.W/o Encl Project stage: Other 05000344/LER-1978-020-03, /03L-0:on 780622,during Design Review for Piping Stress at Wall Penetrations,One Sys Was Found to Have Stress Exceeding Allowable Code.Caused by Design Error.Grouting Around Pipe Removed & Stress Reduced1978-07-21021 July 1978 /03L-0:on 780622,during Design Review for Piping Stress at Wall Penetrations,One Sys Was Found to Have Stress Exceeding Allowable Code.Caused by Design Error.Grouting Around Pipe Removed & Stress Reduced Project stage: Other ML20195C4581978-08-19019 August 1978 Forwards NRC Questions & Licensee Responses,780804-17 Based on Info Provided by Bechtel Re Control Bldg.All Walls Except 1B,2 & 3 Have Dowel Capacities Exceeding Shear Capacities Controlled by Either Shear or Bending Project stage: Other ML20195C4621978-08-21021 August 1978 Forwards Final NRC Responses to Questions 6 & 10 Re Control Bldg Mods,Based on Info Provided by Bechtel.Equipment in Structure Should Continue to Be Capable of Resisting Seismic Loadings Resulting from Real Earthquakes Project stage: Other ML20195C5331978-08-22022 August 1978 Responds to Re Amendment Permitting Temporary Operation of Plant Independent of Public Hearing.Law Requires Hearing to Be Held in Connection W/Amend to OL Project stage: Other ML20150A6081978-08-30030 August 1978 Forwards Request for Addl Info Re Control Bldg Per Seismic Nonconformance Project stage: RAI ML20150A6141978-09-0101 September 1978 Forwards Preliminary Results of Stardyne Finite Element Analysis of Trojan Control-Auxiliary-Fuel Bldg Complex & Assessment of Seismic Load Resistance of Bldg as Presented at 780828 Meeting. Lic. NPF-1 Project stage: Meeting ML20195C1431978-09-0707 September 1978 Responds to Commissioner Davis Addressed to Commissioner Bradford & Expressing Concerns Re non-conformance to Specs of Control Bldg at Plant & Effect of Facility Shutdown on Rate Payers Project stage: Other ML20147C2411978-09-12012 September 1978 Forwards Corrected Supplementary Info Transmitted by Ltr Project stage: Supplement ML20150A6441978-09-20020 September 1978 Forwards Final Results of Rev & Evaluation of Recent Stardyne Finite Element Analysis for Existing Control Bldg of Subj Facil.Suppl Structural Evaluation Response to Specified SSE Event,& Response to Questions Encl Project stage: Other ML20150A6651978-09-20020 September 1978 Responds to Specified SSE Event.Stardyne Dynamic Analysis Was Used to Determine Structural Capacities & Forces. Concludes That Control Bldg Can Withstand SSE Event Safely Project stage: Other ML20150A6581978-09-21021 September 1978 Order Re Responses to NRC Interrogatories by Coalition for Safe Pwr & Consolidation.Cfsp Must:Respond W/In 14 Days to S1,S2,E1,G1,G2,G3,G8 & All Other Interrogatories;Clarify the Status of Spokesmen.Motion for Reconsideration Is Denied Project stage: Approval ML20062B9611978-09-28028 September 1978 Forwards 780628 Memo to R Mattson Re Info on Failures of safety-related Pipe Supports at Millstone 1 & Design Deficiencies on Similar Equipment at Shoreham.Aslb Notified of Pipe Support Base Plate Design Project stage: Approval ML20062A5471978-09-29029 September 1978 Notifies That Staff Is Unable to File Testimony on Interim Oper of Subj Facil Before 781013 Re Finite Element Analysis. Urges That ASLB Commence Hearing on 781018 or 781023 Project stage: Request ML20147E6401978-10-0303 October 1978 Transcript of SR Christensen Testimony Re Description of Seismic Instrumentation & Engineering Investigations to Be Conducted Following Earthquake Project stage: Other ML20147E6321978-10-0303 October 1978 Transcript of Dj Broehl Testimony Re Plant History, Chronology of Events Since Apr 1978 & Summary of Licensee Efforts to Ensure Safe Interim Operation of Control Bldg Project stage: Other ML20148A0601978-10-0606 October 1978 Direct Testimony of Harold Laursen Re Assignment to Eval Ability of Subj Facil Bldg Shear Walls to Resist Seismic Loading.Determined Shear Walls Can Withstand .25g Safe Shutdown Earthquake Project stage: Other ML20062C1421978-10-11011 October 1978 Notice of Evidentiary Hearing on Issue of Interim Operation & Limited Appearance.Hearing to Determine Whether Interim Operation Should Be Permitted Prior to Mods Required by Order Will Be Held on 781023 & 1030-1101 Project stage: Other ML20148C0251978-10-13013 October 1978 Responds to NRC 781011-13 Questions Re Supplemental Structural Evaluation of Control Bldg,Particularly Shear Wall Capacity.Certificate of Svc Encl Project stage: Supplement ML20062B2751978-10-13013 October 1978 Forwards Ks Herring Testimony on Structural Adequacy of Trojan Control Bldg for Interim Operation & RT Dodds & Je Knight Testimony on Seismic Features Relevant to Facility Safety Project stage: Other ML20062B2791978-10-13013 October 1978 Testimony Verifying That Reasonable Assurance Exists That Shear Walls Will Withstand SSE or Obe.Original Intended Margins of Safety Reduced & Should Be Restored Project stage: Other ML20062B2821978-10-13013 October 1978 Testimony Describing Insp of Humboldt Bay Following 5.4 Richter Magnitude Earthquake on 750609 & Std Insp Procedures After Seismic Event.Procedures to Be Followed During Earthquake Detailed Project stage: Other ML20062B2861978-10-13013 October 1978 Testimony Responding to ASLB Questions Re Effects of Seismic Event on Plant Features Important to Maintaining Safety of Facility.Certificate of Svc Encl Project stage: Other ML20147F0961978-10-16016 October 1978 Licensees Testimony on Capability of Subj Facil to W/Stand Seismic Events.Statements of Qualifications,Ref & Append Are Attached.Description of Affected Structure & Deficiencies Such as Amount & Arrangement of Reinforcing Steel Provided Project stage: Other ML20147F0891978-10-16016 October 1978 Testimony of Bart Withers,As Superintendent of Subj Facil W/Statement of Qual Attached.Describes Capability of Plant to Function & Plant Staff to Respond Properly Immediately Following a Seismic Event Project stage: Other IR 05000344/19780201978-10-16016 October 1978 IE Inspec Rept 50-344/78-20 on 780905-29 During Which No Items of Noncompliance Were Noted.Major Areas Inspec Incl: Plant Opers,Maint,Surveillance Test,Facil Security & Licensee Event Followup Project stage: Request ML20062B4191978-10-16016 October 1978 Forwards Ks Herring Testimony Re Suppl to Stardyne Analysis & Effect on Structural Capacity of Control Bldg.Certificate of Svc Encl Project stage: Other ML20062B4251978-10-17017 October 1978 Testimony Re Suppl to Stardyne Analysis & Effect of Structural Capacity of Control Bldg.Structure Can Withstand SSE & Less Severe Obe,But Suppl Info Alters Earthquake Level Requiring Plant Insp Project stage: Other ML20062B9591978-10-19019 October 1978 Forwards Recent Memoranda Re Certain Problems Experienced in Connection W/Pipe Support Base Plate Design.Staff Determining If Problems Have Generic Implications for Operating Facilities.Aslb Will Be Kept Informed Project stage: Other ML20062C6271978-10-27027 October 1978 Forwards Further Response to NRC Staff Tech Questions Re Stardyne Analysis & Review.Includes Description of Criteria & Procedures Used & Explanation of Dev of New Acceleration time-history.Cert of Svc Encl Project stage: Other ML20062D3481978-11-0606 November 1978 Cross-examination or Testimony Re Analysis & Review by Licensee Poge of safety-related Matls in Control-Auxiliary- Fuel Bldg Complex Will Be Taken at 781211 Hearing.Nrc Given Time to Reply to Interrogs.Proposed Findings Due 781120 Project stage: Other ML20197D4801978-11-22022 November 1978 Forwards Suppl Documentation in Support of Floor Response Spectra Provided in 781027 & 781102 Responses to NRC Info Requests.W/Cert of Svc Encl Project stage: Other ML20197D4691978-11-22022 November 1978 Forwards Suppl Document Supporting Floor Response Spectra Provided in 781027 & 781102 Submittals to NRC in Response to Request for Additional Info Project stage: Request ML19305A0701978-12-11011 December 1978 Limited Appearance Statement by Rd Pollard of Ucs to Explain the Kind of Inquiry Possible,Yet Untapped,W/Respect to Any Person of Pollards Competence & Commitment in Field of Nuclear Plant Licensing Project stage: Other ML19305A0631978-12-18018 December 1978 Forwards Limited Appearance Statement by Rd Pollard of Ucs. W/Encls Project stage: Other ML19270E8361978-12-21021 December 1978 Partial Initial Decision Re Whether Operation of Facility Should Be Permitted in Spite of Identified Design Deficiencies in Control Bldg & Prior to Mod.Decision Is to Allow Interim Operation Project stage: Other ML19267A3021978-12-22022 December 1978 Notice of Issuance of Amend 35 License NPF-1 Project stage: Approval ML19267A2901978-12-22022 December 1978 Forwards Partial Initial Decision,Amend 35 to License NPF-1 & Notice of Issuance Project stage: Other ML19267A2961978-12-22022 December 1978 Amend 35 to License NPF-1.Modifies Waiver Portions of Tech Specs & FSAR Criteria Which Have Not Been Followed Due to Design Deficiency in Control Bldg Shear Walls Project stage: Other 05000344/LER-1978-020, Forwards LER 78-020/03X-31978-12-26026 December 1978 Forwards LER 78-020/03X-3 Project stage: Other ML19308A2121978-12-26026 December 1978 Reportable Occurrence on 780622: Piping Penetrations Not Designed to Be Solidly Grouted Were Found to Be Solidly Grounted.During Subsequent Design Review,Excessive Support or Pipe Stresses Found on 11 Isometrics. Probable DELETE-RO Project stage: Other ML20150F0221979-01-0303 January 1979 FOIA Request for 20 Documents Listed Re ECCS Performance Calculations & Calculational Errors Identified by Westinghouse & Portland GE, & on Pipe Cracks in Containment Vessel of Trojan Plant Project stage: Request 1978-04-28
[Table View] |
Text
UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LICENSING BOARD In the Matter of
)
)
PORTLAND GENERAL ELECTRIC COMPANY,)
Locket No. 50-344 et al.
)
(Lontrol Building
)
Proceeding)
(Trojan Nuc'9ar Plant)
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)
AFFIDAVIT OF E. W EDWARDS COALITION FOR SAFE POWER'S CONTENTION NO. 17 1.
My name is E. W.
Edwards.
I am employed by Bechtel Power Corporation (Bechtel) as Field Construction Manager in the San Francisco Power Division.
I have been employed in this position since 1977.
My professional qualifications are contained in an attachment to this affidavit.
This affidavit was prepared by me or under my supervision.
2.
I have been involved in the Trojan Plant modification work since May 1978.
My duties have included responsibility for construction planning, which has consisted of constructi-bility reviews of engineering design, conceptual development of construction methods, scheduling of work sequences and planning of construction activities with Portland General Electric Company (PGE) personnel.
3.
The purpose of this affidavit is to address, in part, Coalition for Safe Power's Contention No. 17, which reads as follows:
Performance of modification work will hampet the ability of plant operators te respond to any emergency properly and thus poses an undue risk to the public health and safety.
BN-7 1086 039 791o osog 7
CFSP #17 Page 2 of 5 E.
W.
Edwards 4.
This affidavit will describe the areas in which the modification work will be performed and the measures to be taken to minimize any potential interference with the ability of Plant operators to respond to an emergency.
The affidavit of Bart D.
Withers on this contention will show that pe r fo rmance of the modification work will not adversely af fect the ability of the Plant operators to respond to an eme gency.
5.
Activities related to the taodification program will be pe r fo rmed in the following general areas of the Plant:
I.
Control Building a.
At el. 45' trom R line to N line between column lines 41 and 47 b.
At el. 61'/65' from R line to N line between column lines 41 and 47 c.
At el. 77' from R line to N line between column lines 41 and 47 d.
At el. 93' and above from R line to N line between column lines 41 and 47 BN-7 1086 040
CFSP #17 Page 3 of 5 E.
W.
Edwards II.
Turbine Buildits a.
At el. 45' from R line to Z line between column lines 41 and 47 (but not within the west and east Eme rgency Diesel Generator Rooms) b.
At el. 69' from R line to Z line between column lines 41 and 47 (but not within the ESF Switchgear Room) c.
At el. 93' from R line to Z line between column lines 41 and 47 III.
Auxiliary Building - at el. 45 ' adjacent to N line between column lines 41 and 46 Each portion of the work will take place primarily in a small area immediately adjacent to the wall to be modified or added within the above-listed general areas.
6.
In the Turbine Building at el.
45', six of the steel plates to be attached to the R-line wall will be moved to the base of that wall at the end of the corridor to the railroad bay.
During such movement of each plate, access throug: that corridor to the railroad bay could be limited for appro>
tely fifteen minutes.
At no time, however, would personnel access be blocked.
D h-'i 1086 04i
CFSP #17 Page 4 of 5 E.
W.
Edwards 7.
The following items must be temporarily removed from the Turbine Building at el. 93' to provide room for rigging of the plates on the R line wall:
(a) the steel stairway to the Visitors' Gallery above the Control Room; and (b) the ladder with safety cage and a steel platform leading to the Turbine Building roof and crane cab.
An alternative access to the crane cab and roof will be provided by a temporary ladder.
8.
With respect to all other tasks, including removal of concrete, adding of walls, installation of plates, storage of materials, etc., the only other potential interferences with access paths would consist of workers in aisles who could easily move aside and move any equipment and materials they may have with them.
9.
Work in the Control Room will be limited to that as-sociated with installation of bolts and plate washers on the N and R line walls.
The work will only involve a few workers in the Control Room at any one time.
They will be located well away from the Control Room control panels and, like all other construction workers, will be instructed to follow all orders of Plant operating personnel.
Similar activities will be performed in the Electrical Auxiliaries Room at el. 61'/65' in the Control Building under the same conditions.
10.
Modification work away from Plant buildings is limited to the relocation of the railroad spur, Delivery vehicles, temporary office and tool trailers, stored materials and other construction facilities will be placed such that access into BN-7 1086 04nc
CFSP #17 Page 5 of 5 E.
W.
Edwards Plant buildings will not be obstructed, 11.
Tools to accomplish the modification work will be se-lected with the minimum noise level consistent with performing the work.
Should it be determined by the Plant operators in the Control Room that excessive noise is being created, lighter weight tools or other means will be employed.
12.
I know of no other potential impacts of the modification work on the ability of operators to respond to an emergency.
I, E.
W.
Edwards, of lawful age, being first duly sworn, state that I have reviewed the foregoing affidavit, and that the statements contained therein are true and correct to the best of my knowledge and belief.
C[
y' c.
E.
W.
EDWARDS STATE OF CALIFORNIA
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)
ss.
County ofsA w T(2A A/ttvo Th SUBSCRIBED AND SWORN TO before me this D day of
/d V 6 U ST 1979 MM 7tOTARY PUBLIC FOR CALJ 'ORNIA My Commission Expires k
OFFICIAL SEAL 8 NOTARY PVSLIC - CALiroQN FRED BOM" AN BN-7 1,
$AN FDANCISCO COUNTY My comm. expires CCT 2. D79
_.--- m - M.
1086 0 0
PROFESSIONAL QUALIFICATIONS OF EDWIN W.
EDWARDS PRESENT Field Construction Manager, Bechtel Power Corporation EDUCATION B.S.,
Electrical Engineering, University of Oklahoma, Norman M.B.A.
General Management - Golden Gate University of San Francisco PROFESSIONAL Registered Professional Electrical Engineer, DATA California, Florida, New York SUMMARN 2 years:
Field Construction Manuger 1 year:
Cost / Schedule Supervisor 2 years:
Assistant Field Construction Manager 3 years:
Project Superintendent 2 years:
Field Superintendent 2 years:
Project Superintendent 1 year:
Senior Field Engineer 6 years:
Field Engineer, Electrical EXPERIENCE Mr. Edwards is a Field Construction Manager assigned to the Trojan and Skagit projects.
Before being assigned to his present position, Mr. Edwards was Cost / Schedule Supervisor for the Pebble Springs Nuclear Plant.
Previously, he was Assistant Field Construction Manager at the Trojan Nuclear Power Plant.
This assignment was during preparation for initial operation of the plant.
As Project Superintendent he was fully in charge of the construction effort at the Gerald Andrus Steam Electric Station in Greenville, Miss.
Prior to this assignment Mr. Edwards was Field Superintendent at Unit 2 of the Baxter Wilsen Steam Electric Station, Vicksburg, Miss. and Montville Unit 6, Montville, Conn.
BN-20 1086 044 l
Edwin W.
Edwards EXPERIENCE (Concluded)
Mr. Eowards was Projec. Superintendent managing various contractors in construction of gas tur-bine facilities at the Missouri Avenue Station, Atlantic City, N.J.
As field engineer, electrical and senior field engineer, Mr. Edwards worked on Cocoa Unit 1 and Turkey Point Units 1 and 2 at Cocoa and Florida City, Florida respectively, i;ith a previous employer, Reynolds Electric and Engineering,
Mr. Edwards worked as a Field Engineer, electrical on the Titan I Missile bases, Rapid City, S.D.
and at the Nevada Test Site, Mercury, Nevada.
S BN-20 T086 045