ML19220A937

Summary of 690709 Meeting W/Jersey Central Power & Light Co & Metropolitan Edison Co to Provide NRC W/Analytical Results of Design Margins for Grouted Tendons.Attendance List Encl

ML19220A937
Person / Time
Site:	Crane
Issue date:	07/25/1969
From:	Racquel Powell US ATOMIC ENERGY COMMISSION (AEC)
To:	Boyd R US ATOMIC ENERGY COMMISSION (AEC)
References
NUDOCS 7904250110
Download: ML19220A937 (15)

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.w-W July 25, 1969 Ecser S. Scyd, Assistant Director for Reseter Projects, EEL THEU: Robert L. Tedesco, Chief, EP3-2, EEL MEETING *ard JEEEEY CENTRAL FC'ai.E & LIGHT CCMPA:rf A?C ME*ECFOLITAN EDISCN COMPA?rf, ""-[EEE MILE ISLAND U7IT 2, ECCKET NO. 50-320 An infor:stica meeting was held with representatives of Jersey Central Power & Light (JCFL) and Metropolitan Edison Cc=pany (Met-Ed) en July 9, 1969 The purpose of this meeting was to provide ERL vith the analytical results calculated by the TMIp2 architect-engineer (Eurns & Rce) and structural censultant (Schupack & Assoc.) en the design targins for the arcuted tendens. These calculations to determine tendon margins were perto._.ed et the request of the ACES Subec :ittee.

The teeting ettendence is attached.

Greuted Tenden Surveillance E&R, the TMIp2 architect / engineer, reviewed the various sche =es which they had censidered in trying to design a syste: for surveillance cf grouted tendons. They indicated they had considered the folleving sche =2s for surveillance cf tendens:

1.

Telltale tenden a.

pouted b.

gressed 2.

St-cin gauges 3

Fr:of-test by pressurization to 69 psig As e result of their review cf the above possible zesns of surveillance cf greuted tendons, they concluded that the pressuri:stien of the centain-ment to 69 :sig would provide the ecst reliable zesns of deter' tining any enenge in the structures prestress, and lead carrying es pabili.ty.

Changes in the espability of the contain.ent building vculd be tndicated by enanc in ersck patterns and dimensional changes in the structures during pressuri:stion.

Cr O. N. Scott, ccrresion censultant fer the applicants, reconfir:ed the applicents' cenclusien that the kncvn cerrosien rechanists cannot exist in a gcuted system if care is taken to exclude or limit the ccntaminants, chlorine and sulfurj frc: the gcut.

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7904250110 h

Ecger Z Ec'. d July 25, 1969 Tenden "esign Marrin siE and 3ctupacs Asscciates reviewed vici :ne staff tne results cf the.

celculations to determine tne tenden design cargin in TMIp2 These results are s hcun in Attacn ent A These calculations indicate tnat the TMIp2 greuted tendens vill provide censiderable cargin (lcss of prestress or less of area hC4) without effecting the leak tightness of the liner for an LCCA plus the design basis earthquake.

Folleving the presentatien R. :eYoung indicated to the applicants that tne CEL position which vculd be presented to the ACFS vas a require:ent for e: bedded instrumentation surveillance to provide a eens of menitoring tne prestress cendition of the centain ent.

Since the applicants had indicated their conclusion that instrumen:ation surveillance was not reliable and perhaps not possible the =eeting was adjourned.

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hjr.s - X <W R.M.cvell Reacter Project Branch 2 Divisien of Reactor Licensing Attachments:

1.

List of Attendees 2

Atta chment A - Suilding Tenden

& Prestress Margins Cistribution:

Coc et File ERL Reading EP3-2 Reading P.

A. Morris

? Sc hreeder 5 Levine R :eToung 3r9nen Chiefs, CFL 3.

rimes 4 Steele

? Pcveil Attendees CEL

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