on 781103,A-E Notified Util That Concrete Placement Drawings for Containment Liner Erection Do Not Contain Details Which Require Use of 3/8 X 1 Foam Strip to Be Installed on Top of 5 Vertical Liner Backing RingML19283B794 |
Person / Time |
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Site: |
Harris |
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Issue date: |
11/03/1978 |
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From: |
Chiangi N, Larry Jones, Loflin L CAROLINA POWER & LIGHT CO. |
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To: |
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References |
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NUDOCS 7903260275 |
Download: ML19283B794 (1) |
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Category:ARCHIVE RECORDS
MONTHYEARML18017A8611998-11-16016 November 1998 Rev 0 to Harris Fuel Pool Heatup Calculation. ML18017A8601998-11-10010 November 1998 Rev 0 to Spent Fuel Pools C & D Activation Project Thermal- Hydraulic Analysis. ML18016A7101998-11-0303 November 1998 Rev 0 to Calculation SIC-98-108, Evaluation of Limiting Flaws for Structural Adequacy in Lower Canopy Seal Repairs at Shearon Harris Nuclear Plant. ML18016A5051998-08-11011 August 1998 Rev 3 to Calculation HNP-M/FHB-1002, Temp Increase in Charcoal Beds W/O Bleed Flow. ML18016A3191994-11-21021 November 1994 Rev 0 to CP&L Harris Ipee: HCLPF Capacity Calculations for 1X-SAB CST Tank & 1X-SN RWST Tank. ML18011A6951994-06-0101 June 1994 Rev 0 to HNP-I/INST-1045, Steam Generator Narrow Range Level:Low,Low-Low & High-High Setpoints. ML18022A9061992-10-12012 October 1992 Rev 0 to Calculation SI-45, Max RCS Pressure for Csip Min Flow. W/Three Oversize Drawings ML18010A8551992-10-12012 October 1992 Rev 3 to Calculation CS-0021, Mechanical Analysis & Calculations for 1CS-746 Charging Pump a to Refueling Water Storage Tank Isolation Valve. Calculation Applicable to GL 89-10 ML18010A8331992-10-0909 October 1992 Rev 2 to Calculation CS-0021, Mechanical Analysis & Calculations for 1CS-746 Charging Pump a to Refueling Water Storage Tank Isolation Valve. Info Applicable to GL 89-10 ML18010A8341992-10-0909 October 1992 Rev 2 to Calculation CS-0022, Mechanical Analysis & Calculations for 1CS-752 Charging Pump C RWST Isolation Valve. Info Applicable to GL 89-10 ML18010A8351992-10-0909 October 1992 Rev 2 to Calculation CS-0023, Mechanical Analysis & Calculations for 1CS-753 Charging Pump C to RWST Isolation Valve.Calculation Applicable to GL 89-10.W/two Oversize Drawings ML18010A8311992-10-0808 October 1992 Rev 2 to Calculation CS-0020, Mechanical Analysis & Calculations for 1CS-745 Charging Pump a to RWST Isolation Valve. Info Applicable to GL 89-10 ML18010A8561992-10-0808 October 1992 Rev 3 to CS-0022, Mechanical Analysis & Calculations for 1CS-752 Charging Pump C to Refueling Water Storage Tank Isolation Valve. Calculation Applicable to GL 89-10 ML18010A8511992-10-0505 October 1992 Rev 5 to Calculation SC-N-062, RCS Wide Range Pressure Loop 3 P-402. ML18010A8531992-10-0505 October 1992 Rev 4 to Calculation SC-N-061, RCS Wide Range Pressure Loop 1 P-403. ML18022A9051992-09-24024 September 1992 Rev 0 to Calculation SI-0044, Alternate Miniflow Orifice Strainer. ML20079M9901991-11-11011 November 1991 Responses to NUMARC Aquatic Resources Survey & Questionnaire to Support Part 51 Rule Change Socioeconomic & Waste Mgt Questions ML20079M9501991-11-11011 November 1991 Responses to NUMARC Aquatic Resources Survey & Questionnaire to Support Part 51 Rule Change Socioeconomic & Waste Mgt Questions ML20212M8681986-11-24024 November 1986 Incomplete,Unexecuted SECY-86-352 Re Util Request for Exemption from Requirement for full-scale Emergency Preparedness Exercise within 1-yr Prior to OL Receipt. Petitioners Requested Hearing & Submitted Briefs ML20207H4631986-11-10010 November 1986 Package of near-term OL Status Sheets for Facility & Narrative Presented to Commission Staff ML20207S2341986-09-0909 September 1986 Affirmation Response Sheet Approving SECY-86-257, Request for Stay & Review of Appeal Board Decision in Shearon Harris Proceeding ML20207S2321986-09-0808 September 1986 Affirmation Response Sheet Disapproving SECY-86-254, Request for Hearing on Shearon Harris Exemption Request. Author Does Not Believe in Beginning Rulemaking to Change Requirement to 2-yr Rather than 1-yr Requirement ML20207S2261986-09-0808 September 1986 Affirmation Response Sheet Partly Approving SECY-86-252, Commission Review of Shearon Harris Appeal Board on Environ Issues. Author Agrees W/Ofc of General Counsel Recommendation But Sees No Reason to Begin Rulemaking ML18016A9391980-10-0202 October 1980 ASME QA Audit of Shnpp Construction, Conducted on 800915- 18 & 22 ML18017A6051979-07-0606 July 1979 Notifies of Discovery of Improper Welds on Engineered Embedment Plates Supplied by Dubose Steel.All Embedments Have Unique Number on Plates.Will Sample Other Vendor Plates ML18016A9401979-04-0303 April 1979 ASME QA Audit of Shnpp Construction, Conducted on 790319- 23 ML19283B7941978-11-0303 November 1978 on 781103,A-E Notified Util That Concrete Placement Drawings for Containment Liner Erection Do Not Contain Details Which Require Use of 3/8 X 1 Foam Strip to Be Installed on Top of 5 Vertical Liner Backing Ring ML19282C2241978-10-31031 October 1978 Potential Conceptual Design Requirement:Approx 1500 Gallons of Water Have Neen Pumped from 4 Sumps in Containment Since 781004.Unknown Whether Accumulation Is Ground Water or from Concrete Curing.If reportable,30-day Rept Will Follow ML18016A9421978-03-28028 March 1978 QA Audit of Southwest Fabricating & Welding Co,Inc, Conducted on 790314-16 ML18016A9411977-04-14014 April 1977 QA Audit at Southwest Fabricating & Welding Co,Inc, Conducted on 770322-24 1998-08-11
[Table view] Category:TELEPHONE OR VERBAL CONVERSATION RECORD
MONTHYEARML18017A6051979-07-0606 July 1979 Notifies of Discovery of Improper Welds on Engineered Embedment Plates Supplied by Dubose Steel.All Embedments Have Unique Number on Plates.Will Sample Other Vendor Plates ML19283B7941978-11-0303 November 1978 on 781103,A-E Notified Util That Concrete Placement Drawings for Containment Liner Erection Do Not Contain Details Which Require Use of 3/8 X 1 Foam Strip to Be Installed on Top of 5 Vertical Liner Backing Ring ML19282C2241978-10-31031 October 1978 Potential Conceptual Design Requirement:Approx 1500 Gallons of Water Have Neen Pumped from 4 Sumps in Containment Since 781004.Unknown Whether Accumulation Is Ground Water or from Concrete Curing.If reportable,30-day Rept Will Follow 1979-07-06
[Table view] |
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DI.SC?.IPTIC.'; C7 0 "~'---';CE: A-E notified licenses. that conc re t e pl a c emen t.. d ra..w. i ngs I.
for contain=enf liner erection do not contain details whicQ require the~ use of a .
3/8" x 1" foa: strip to be in, stalled on top of the 5" ver.tical 1-iner Jiacki.ng r.iug. .- .,
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-- , n---n at ' he. j un.: tion o f th e hori zar.t al cr.d vert ical liner pl a t e du r in.o...
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A'5' ce=brane .is also ins: alled o:t the c..terior of the yerticu'l liner as a concrete ;.
bond breaker to facilitate upward =ovement.. This informa tion-was ,.on the. drawi ng. -
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Call received f rom N. J. Chian;;i, L. I. Loflin, and Larrf E. Jones. ,
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