ML20094J550

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Handwritten Notes Re Settlement Monitoring Programs, Classification of Fines,Instrumentation & Agenda for 781204 Meeting Re Diesel Generator Bldg
ML20094J550
Person / Time
Site: Midland
Issue date: 07/18/1984
From:
NRC
To:
Shared Package
ML19258A087 List: ... further results
References
CON-BX16-049, CON-BX16-49, FOIA-84-96 NUDOCS 8408140359
Download: ML20094J550 (10)
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m 2 Ol', "id' o! Pl..a t 'n i u; 1 & 2 D[eiel C. aerator lluilding s Meeting with NRC at Midland j DATE: . December 4,1978 - 1 { AGENDA' I. Introduction by CPCo II. liistory by Bechtel (N. Swanberg) -Plant' description a. b.- S5ttlement monitoring program .c. Brief history of site fill placement d. Settlement of Category 1 structure Settlement of diesel generator building and pedestals e. f. Review settlement data and drawings (SK-C-620/623) g. . Consultants III. Soil Exploration by Bechtel (S. Afifi) a. Soil borings b.- Dutch cone penetrations c. . Laboratory tests d. Possible causes IV. Consultant's Recoceendation by Dr. R.B. Peck and C.J. Dunnicliff ~ a. Preload b. Instrumentation V. Status report by Bechtel (B.C. McConnell) a. Activities completed b. Activities in progress /fA pM Activities planned for future gf g yJ/ k l c. 1) Corrective action \\sse 2) FSAR conformance VI. Schedule by Bechtel (P. Martinez) a. Overall project b. Impact on project schedule c. Schedule for remedial measures

~ f VII. nes l ics to open ite.s in I,'RC d,c s dated 11/17/78 by Bechtel (B. Dhar 'El a. Responses to Callaghar's concerns: ,j-lfj,,h s,[c /w ge 1) Conflict between FSAR Table 2.5-14 and p. Table 2.5-10 regarding fill inaterial description ~ ~ ~ ~ Conflict between FSAR Table 2.5-21 d. f f d b. 2) Specification C-210 regarding required 7 number of passes for cornpaction Iv# A5 M. M c l<'#ft */ ' 3) FSAR Section 3.8.5.5 - expected settlement 4) Conflict between FSAR Figure 2.5-47 and project drawing regarding foundation d elevation 5) Conflict in Specification C-210 regard compactive effort in test method so 6) Conflict between consultant's recommendation 8 ',M and Specification C-210 regarding lift thickness 7) i 2% tolerance in toisture content permit]ted .in Specification C-210 _J 8) Cracks in the building structure y W egaf.hwp] b.~ FSAR Question 362.2 (Section 2.5.4. ) VIII. Closing Commeats by CPCo ), e' */. > o, b 6 A si ...... _.. q. = T;! a 2.c-1 4 (" <:;t~ c % / Lu SjWo pss t ') w 3.a.r /Al* o,12Lu s s.AJFig ( ~/: 7 PL;$; /*3.2) (.6,.J. <,.c. 4. ) %.< s ( pp.~.% - ) b A fElh. Isa A y Cs elf.'t./) (,.N,,% ( ts % E 'e bL{ M <d o m wl-f %/ fAk m 's 7: A, n~Z~,. ;f nJa!, p Thu s 7 6 w.) a y,.4 57~ c-7 s

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