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Notice of W Ferris,S Afifi & J Wanzeck 801028-29 Deposition in Ann Arbor,Mi Re 791206 Order Modifying Const Permits. Related Info Encl
	ML20095A140
Person / Time
Site:	Midland
Issue date:	10/06/1980
From:	Paton W; NRC OFFICE OF THE GENERAL COUNSEL (OGC)
To:	;
Shared Package
ML19258A087	List: IR 05000329/1978020; IR 05000329/1981012; IR 05000329/1982007; IR 05000329/1982009; IR 05000329/1982014; ML19258A086; ML19351C947; ML20093B251; ML20093B495; ML20093B616; ML20093B708; ML20093B747; ML20093B900; ML20093B940; ML20093C001; ML20093C006; ML20093C017; ML20093C025; ML20093C030; ML20093C035; ML20093C068; ML20093C073; ML20093C079; ML20093C082; ML20093C101; ML20093C104; ML20093C108; ML20093C116; ML20093C174; ML20093C189; ML20093C196; ML20093C226; ML20093C231; ML20093C262; ML20093C318; ML20093C324; ML20093C347; ML20093C354; ML20093C374; ML20093C377; ML20093C390; ML20093C394; ML20093C398; ML20093C405; ML20093C440; ML20093C444; ML20093C649; ML20093M884; ML20093M994; ML20093N005; ... further results
References
	CON-BX18-005, CON-BX18-5, FOIA-84-96 OM, NUDOCS 8408210391
	Download: ML20095A140 (68)
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UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION BEFORE THE ATOMIC SAFETY AND LIC b' '

t In the Matter of (r~

/0-CONSUMERS POWER COMPANY Docket Nos. 50-329-0M

.n I

50-330-0M V

(Midland Plant, Units 1 and 2) l,

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NOTCIE OF DEPOSITION _

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Please take notice that, in accordance with 10 C.F.R. 5 2.740a of the Com-mission's Rules of Practice, the NRC Staff shall take the ' deposition on oral examination of the following persons at the times, dates and places indi-cated.

Walter Ferris 9:30 a.m., Tuesday Bechtel Associates Bechtel Associates October 28, 1980 Professional Corporation 777 East Eisenhauer Parkway Ann Arbor, Michigan Sherif Afifi 9:30 a.m., Wednesday Bechtel Associates Bechtel Associates October 29, 1980 Professional Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan James Wanzeck 1:30 p.m., Wednesday Bechtel Associates Bechtel Associates-October 29, 1980 Professional Corporation 777 East Eisenhower Parkway Ann Arbor, Michigan The subject matter of the depositions shall be all matters relating to the issues set forth in the Licensing Board's Order of December 6,1979 (Order Modifying Construction Permits), and the agreed to contentions of intervenors Stamiris and Warren.

e408210391 840718 PDR FOIA RICEBA-96 PDR 27 n.

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Each deponent should bring with him to the deposition copies of all docu-

) ithin' his possession or control which relate to the subject matter ments w

of the deposition except documents which have already been furnished the NRC.

Respectfully submitted, William D. Paton Ccunsel for NRC Staff Dated at Bethesda, Maryland

j As used herein, " documents" includes, but is not limited to, subsurface investigation and foundation reports', geotechnical engineering calcula-tions, geotechnical evaluations and special study reports, construction plans and specifications, papers, photographs, criteria, standards of review, recordings, memoranda, books, records, writings, letters, tele-grams, mailgrams, correspondence, notes and minutes of meetings or of con-versations or of phone' calls, interoffice, intra-agency or interagency memoranda or written communications of any nature, recordings of conversa-tions either in writing or upon any mechanical or electronic or electrical recording devices, notes, exhibits, appraisals, work papers, reports, studies, opinions, surveys, evaluations, projections, hypotheses, for-mulas, designs, drawings, manuals, notebooks, worksheets, contracts, agreements, letter agreements, diaries, desk calendars, charts, schedules, appointment books, punchcards and computer printout sheets, computer data, telecopier tr.ansmissions, directives, proposals, and all drafts, revisions, and differing versions (whether formal or informal) of any of the foregoing, and also all copies of any of the foregoing which differ in any way (including handwritten notations or other written or printed j

natter of any nature) from the original.

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J.honi f." E-r AM ioNlso UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION 10/9/80 BEFORE THE ATOMIC SAFETY AND LICENSING BOARD In the Matter of

)

1 Docket Nos. 50-329-0M 50-330-0M CONSUMERS POWER COMPANY

)

50-329-OL (Midland Plant, Units 1 and 2)

),

50-330-OL NRC STA'FF INTERROGATORIES 6

TO CONSUMERS POWER COMPANY l

Pursuant to 10 C.F.R. 5 2.740b, the NRC Staff serves the following inter-rogatories on Consumers Power Company.

1.

Have any laboratory consolidation tests been conducted on samples of plant fill that were recovered in the diesel generator building

~ foundation area since the removal of the surcharge load in August of 1979?

v 2.

If the answer to interrogatory one is yes, please provide results and conclusion with regard to future settlement of the diesel generator building.

3.

What is the reason for the discrepancy in the megnitude of the loading stress indicated on Figure 2 (September 14, 1980 Report,

" Discussions of the Applicant's Position on the Need for Additional Borings") with information previously provided in response to NRC 1

2.

a.

i.,,

m...

.l il Question No. 4, Table No. 4-1A (Volume 1) and on Table 2.5-14 of the FSAR (Volume 4)? This concern involves both dead and live loads at foundation elevation 628 feet at the time of surcharge and for long term plant operation conditions.

Respectfully submitted, William D. Paton Counsel for NRC Staff Dated at Bethesda, Maryland this 9th day 'of October, 1980.

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SUMMARY

OF DEPOSITION OF DR. SHERIF AFIFI 3

l13-14

'Afifi does know the name of the organization he works for.

15&l6 Dr.Pecksinsolhementwithquanicasee.

-16 The original setttlement prediction _was high and was based on lab tests.

. 7 17 Greenwood 19 Afifi is still not sure who he works for.

20 Afifi tells the names of persons who working more than 90% of their time on Midland in Ann Arbor..

21 Line 7, Chen's job also Givens.

22 job - Note he coordinates the work between;the geo-technical services group in Ann Arbor and Project Engineer groups. This des-cription would indicate that he is the person should have made sure the correct compaction criteria was being applied.

23 Mohan's job t

23 The problem at the Administration building was "not in.the plant fill but in the new fill that was recently placed".

-24 Sechtel decided that it was a isolated problem.

24 Line 24, "cbviously the problem is not isolated".

25 Line 23, the first Bechtel decision was " incorrect".

25 He doesn't know why Bechtel arrived at the wrong decision "I can not spectulate about various factors that caused them to make their conclusions" (he. talks about they like they were somebody else).

'27 I ask.him again why Bechtel arrived at an incorrect decision. Answer " I believe I probably - don't know for sure. I don't know for sure".

27 I ask them if anybody within Bechtel tried to go back an analyze why Bechtel arrived at the incorrect decision. Answer on line 23 I'm not sure if it was analyzed for the second time - Im not sure if it was.

28 All of the above listed names work for Afifi.

M b is the Chief Soil Engineer. Afiff is the Assistant Chief 31 W. R.

Soil Engineer.

33 Afifi tells the Division of his reporting to

" technical matters that

-./

are related to soil engineering". His reporting to S. L. Blue seems to be more administrative.

.4 r

37 Afifi's job with respect to Midland he prcvides input into such matters.

as settlemer,t predictions, boring capacity data, soil properties, guidance to field personnel associated with field placement.

38 After referring to Project Engineering team he was asked who was incharge of that group and he answered DHAR and,he thinks DHAR is located in the Ann Arbor.

39 He likes the word pre-load as applied to the surcharging of the diesel generator building.

40 The word pre in preload to Afifi means that it was put on before the structure goes into operation.

40 Afifi has no experience other than Midland with surcharging after the

~

structure was partially complete.

41 Percentage completion of the building when the surcharge was placed.

/

41 He does know an example where surcharging was done after a building H,* [iI 5 was partially complete. s Mr. Ferris will give you the details.

~

42 He got his knowledge from Ferris.

42-43 He recorr. ended surcharging in one case which he explains in great detail starting at 43.

45 He definds surcharge as placing usually fill at the top of a deposit even if surcharge weighed less than the fill anticipated he would still designate it as surcharge.

45 He thinks the surcharge exceeds the stress that will prevail in the ground.

46 Confusing answer as to the participation of Dr. P. K. Chen in the computations revolving the surcharge. At line 22 I think he indicates that the surcharge exceeding the final load by 50%.

47 "The netload for the structure at the bottom tappers off to a small amount which is in the order of 25% or so".

Line 8 the Summary of the calculations have been provided to NRC.

47 I asked them where the calculations were made before surcharging was imposed the answer the specifications were made after the surcharge was imposed he didn't know whether any calculations were made before surcharging.

47-48 He did not know whether it would be normally excepted engineering practice to. determine calculations before surcharging in order to know the desire level of surcharge "I don't know" Line 11. Line 16 I don't know the answer to your question.

48-49 Joe Kane's question about whether compressability of clay in silk portions etc. would be more similar to normally consolidated soil or pre-consolidated soil.

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49 Answer more similar to pre-consolidated soil (Joe did not get the answer he wanted..

-50. Joe's next about a clay layer 25 feet thick.

51-The. answer depends on too many factors.

52 -He still can't answer.

52 Line 11 Bechtel did run consolidation. tests on plant fill material at the

~ diesel gcaarltor areas before surcharge was placed in January 79, but they did.nol nake predictions.on the amount of settlement. Lines 15-17, 53 -Line 14 it u:mid not ~necessarily be good: normal engineering practice to W,0 Frelic.tions.as ~the settlement of the tuilding based on consolidation and tasting.-

53 Line 20 he thinks that he made a prediction about-settlement based on the surcharge program in January 79 but he does not recall whether he made a pedict. ion Nfore the surcharge program.

54';Line'15'he claried his answer that he did not nake predictions "of sur-e.harjing' I-think he means did.not make a prediction in January 79 based n turcharging (vhich he said he did on page 53).

t 54 Line 19 he did run' laboratory consolidation. tests on the plant fill raterial 4

in tha dicwl generator area before surcharging was placed in January 79 his An mer as to why extends from 54 60 55.

55 Me again parsists he does not remember if he cade a settlement prediction based on those lab tests.

56 Prior to Ja uary 79 Bechtel did make a prediction of settlement though.it is in the FSAR and it said 2.to 3 inches (line 9).

57 Line 13 Finally he~ says his "very initial thought" was to predict settlement on the bases of the lab tests because the material appeared to be "

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enough" "that was not the fr e..tc way to go"t(persue this with Ferris, {td

. hat does that mean).

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o 58 -A reference to a document that predicts 6 to 18 inches with settlement

at 18 being very 59 Reference to a meeting where several people kept pushing Dr. Peck, he finally mentioned the figures 6 to 18 inches but Afiff didn't think it was nean' 'o be a prediction.

60 ' Afifi;and Dr. Chen finally made a prediction based on. performance of the surcharge program of an inch and of settlement.

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1b1-62 A document date'dfJuly 2, 1979;under tab 7 of volume 3 of the 5054f 1 responses - the reference to " practical considerations".

62 Lines 9-12'there were people at Bechtel who wanted to remove the surcharge

.for, scheduled reasons.

62 Line 19 the word practical considerations refers to the schedule but he doen's khow how much time specifically the schedule allows for.

'63 Line 19 he agrees the full surcharge' was held for only'4 months in one ?

64. Afifi responded "in practical considerat. ion of the ability to complete the

. consolidation and predict settlement, at the ti.ue.I was satisfied that it

.was there long enough for practical consideration"..Line 7 "it would have been nice for other reasons to keep the surchxge longer".

65 'Line 8 Its Afifi's opinion that he has reached secondary consolidation.

'Line 21 Mr. Kane has reasonable doubt that we are in secondary consolidation, he's not sure. Line 25 Mr. Kane's reason is the behavior at the' time.

.66 Afifi's explanation of Joe's position - see line 4-10 and the rest of the page through line 8 on page 67.

67 Starting ~ at line 10; questions about the steady seepage off the pond continues through line 11 on page 70f(go over this with Joe).

70 Afifi tells when he thinks he reached secondary consolidation.

71 The surcharge started on January 26 and got to its full height on about April,6, 1979. Afifi is starting his 100 days on January 26 I figured that to be May 1.

Line 21 Afifi says he thinks he has secondary consolidation before May 1.

73-I read Afifi a statement from a letter addressed to him dated July 2,1979 i

"the longer the surcharge can remain on an area the more - its confused but

-i something like it is'more predictable and Afifi agreed.

73 Afifi said a removable optimum - it provided data needed to predict settlement and at the.same time did not cause delays in the schedule.

75 Afifi names all consultants, Line 16 and 17 Laughney worked on dewatering.

76 Dr. Peck and Hendren were on board early they were involved with the diesel generator building as well_as recommendations for other areas. Dr. Davidson is involved in piling and also the engineering aspect of the auxiliary buildings.

78 Continued discussion of consultants and their areas of expertise.

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'80 Bechtel imposed a surcharge at the diesel generator building to consolidate the' fill.

It was the recommendation of Dr. Hendren. There were variuus options considered. flot to do anything,, to surcharge, to use casens or piles, one option was to remove and replace the building.

- 81 ' A flohember 7 meeting (I' assume 1978).

The cost of remohing and replacing the fill was somewhere in the order,_.,'s 5 82 of 20 million. dollars but that might have been just removal. Then he p e says he is really not sure what the figure represents.

82. Line 22 q'uestion as to the soils foundation problem in the electrical pentatration adjacent to the reactor-containment. Answer line 24 borings-indicated the fill there was inadequate.

83. The fix is to install caissons there is a reference in the " Denver City letter" to replacement of the unsuitable material. Line 21 page 6 of the July 2, 1979 letter references the removable of unsuitable caterial.

34 Line 21 "At the tine it 6se of caissons / appeared to be a rather simple procedure to follow. Specifications for~use of caissons.

I., e ' 3 85 Specifications haYe not been supplied to the tGC.

It is indicated on lines '

9 and 10 that they are going to give us a summary instaad of the' specifications.

85 Line 18 I ask him why none of the consultants had disagreed with any of their plans that I had been asking him about.

86 Line 6 he is not aware of any instances in which the consultants disagree.

S6 Line 20 the diesel generator building recommendations came from Hendren and peck so they stand behind their own recommendation. The original idea raay have come from Davidson.

H 87 Line5Afiftdoesnothaheanypersonaldisagreementwiththerecommendations

.by the Bechtel consultants.

87 He kno of no one in Bechtel who disagrees.

SS fir k can explain how the piles will be attached to the serhice water str '

e, see lines 9-13.

T. F.' Johnson is also familiar with that.

89 I start asking ab ' gne the foundation is separating from the mud Line 11 - this ' Dhar'sr responsibility.

89 Line20thereareVilInstogroutthisgap.'

~S9 At the bottom I ask him seheral questions about a statement from a document

-in Volume 3 that I have been asking about entitled " Observations Fill Supported Structure" through 91.

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!92 _Line'8;"was anything don'e to' assure that the fill was saturated before.the surcharge was placed"=(Joe will have to read the answer starting at line f

- 10. -

:93'LI'm' pursuing his~ degree'of' assurance that the fill will be saturated. Line'13 what is.the distance between the' diesel. generator area and the cooling pond, he estimates it:to be five hundred feet.for more. How long will.the water take

.to. traverse:from-the cooling pond to the diesel generator. building. He does not know.

94 Show Joe.this answer'I think what he is saying is that when it reached equilibrium it was 627 feet at the cooling pond and 625. feet at the diesel geneyatorAilding. Ask him to. explain the "u; ward bow".

ich

' t 95 M l's analyzing hcw long it takes ground water to travel.

-97'Iswitchedtohisopinicndnwhatcau'sedtheextensihesattlementproblem at Midland;-he answers inadequate compaction.

97 100%.ofthemodified-isaboutequalto95%/_Tmpliedoftheothercriteria].

98 It's his testimc:y.that.it really wouldn't make a substantial difference which of these two tests were used /T'm not sure this is consistent with the ultimate' conclusion that the use of one of these tests at least-partially

. contributed to the problem,/.

99 He agrees it would make some difference.. At line 20 he agrees that from this point on w'e will use the expression the-56 thousand feet pound test and the T0 thousand feet pound test.

'101 ' Line 4 he is not aware of confusion within Sechtel on which test should haYe been used. Line 13 he thcught that confusion was resolved in.1974.

I direct his attention to Horn.daposition exhibit no. I which I characterize as a sumary of the document regarding the confusion of the compaction requirament for a plant fill area.

.-102' I-indicated to the project engineer what my interpretation was and what

-should be the criteria in 1974.

.102 Line 22 I asked them again about after reading page 11, 12 and 13 whether there was confusion at Bechtel concerning the. proper compaction test Lbetween the years 1974 and 79.

-103 Line 4 he agrees after reading the short summaries" that it would indicate that there was confusion'between 1974 and 1977. Line 15 in 1974 he advised

~the project engineer what he thought the proper compaction criteria should be.

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04 He-recommended that to the' project engineer and the project engineer did not have an obligation to comply with-his recocendation. This is'an example for q

the need of Martinez.

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104 Line' 13. "was. there anybody in Bechtel to your knowledge from 1974 to 1977.

who's-responsibility it was to be sure that the correct compaction was used at the Midland site". Answer that's somewhere between the engineers and consultants.

I can not tell you specifically who should be the one. The

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project engineer would be the source who has a responsibility. Question you are not sure who has the responsibility? Answer as I interpreted it would

be the project engineer who would advise the contractor'of what 'the require-ment is that is my understanding.

105 He identifies the project engineer as Castleberry thrcugh page 107 which

-tests apply in which area.

108 The heard.of mules question..

103-9 He says that there are two schools of t!uught', one is to specify the. procedure and take what you get and another is to define the end result and leave the procedure up to the contractor. They are both equally used.

109 Do you agree that before surcharging there was less settlement in the middle of the diesel foundation than at the east and west ends of the building.

110' He does not remember. He thinks the southern portion was settling more than the northern portion and that the duct banks were acting as piers. He does not' know how long the duct banks were acting as piers.

ill After the duct' banks were' cut away what happen to the differential settlement?

112 At the top it is not his responsibility to know that.

112 He does believe that some differential settlement remained after the duct banks were cut away. He does not know the plans to eliainate that.

It is not within the scope of his professional responsibility to know whether they plan to eliminate it.

113' I ask them about a proposal to delay surcharging' area C between the diesel aad turbine building (after I show him Volume 3 tab 2).

115 If area C was not surcharged until after the other areas, would that effect consolidation? The difference in timing would not have had a substantial effect on consolidation because area C was mostly sand.

116 Dr.Hendrenceexpressconcernoherthefactthatthesurchargeontheservice water pipes and requested a lesser surcharge slope in this area. He doesn't know what Dr. Hendren was concerned about.

117 He thinks he referred to the two lines running parellel to the north side of

' diesel generator building - he does not know whether anything was done about

.his concern.

117 Whatshearwaihevelocitywasusedinthedesignforthefillmaterialbefore surcharge.

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5 118oThat should,be answered by the Project Engineer.

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118 He thinks!13'to 1400. feet'per.second. Line 15 he says 700' feet per second

( I think the 700 feet per second is~what he himself determined prior).

Line 18 but 13.to 1400 feet was infact used.

- 119 Line 2 13 to 1400 feet. Line 10 for the design..Line 11 when did you establish

' 700 fect per second. Line 24 this was to be'before the settlement problem

'was discovered.

'120 Line 15 the 700 feet per second was determined by his group long before the problem existed. Line 21 he does not know why the 700 feet per second was not' used in the design. Line 22 uhat is the range of shear waive velocity values which has_been measured for the plant fill materials after surch rga.

121 Between 500 and 800 and 1000.

122 I ask him to reconcile the above differences, his answer begins on line 4 Joe will have to help me interprete that.

123 I see his second answer to the same question at line 13.

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SUMMARY

0F PIPOSITION OF DR. AFIFI

. October 30, 1980

_y Page il27 Johnson and Desmond, consulting engineers, will replace. Chuck m

r.

.Gould as a consultant on.the underpinning matter for the auxi-liary building.

Ife cannot distinguish the work done by Canonie from the work

.done by:Bechtel with respect to soils. Canonie did the entire dikes around the plant and some work in the extension of the

' dikes'around.the plant?-

128 Cchstruction would' know that. Mr. A. Boos is.with the'Bechtel censtruction group at the site.

123 "cgarding'.whether Canonie was cut short prior to the end of their cuntract period, he would not know that. That would be either

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Cachtel construction or Bechtel engineering.

!30 idiff would not know when plant fill operations were going on,

' t the _geotechnical group became involved in assisting the

.ruaaining work after the discovery of the diesel. generator-building problem. He was not involved before that.

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!!e visited the site two or three times a year. He relies en Wanzek.

132 line 2 and 13 - He indicated that Wanzek's contact with the site cas sufficient for him to carry out his (Afifi's) professional casponsibilities.

At the bottom - he doesn't know whether Canonie or Bechtel placad hii)]$

i

.the plant fill under the diesel generator building.

134 A reference to a document that would distinguish Canonie's work from Bechtel 's work. He said Wanzek would know about it.

135

-I read him a statement at line 13 indicating that the document has been forwarded to geotechnical services for review.

136

!!e states that the drawing distinguishing Bechtel and the Canonie work is in the geotechnical group files under the custody of S. L.

Blue.

I Farnell refuses to let NRC look at it without a formal document request. Brunner interrupts to say "Let us know what you want, and we'll get it for you."

-139 line.15 - l{e identifies NRC. staff deposition exhibit no. 3 as the document which he advised others what he. thought the correct compaction criteria was.

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DEPOSITION OF DR. AFIFI October 30, 1980 3-Page 141-I am asking Afifi whether the document, in fact, cleared up any questions.

142 line 20 - Afift finally admits'that "it appears that the action j

was not taken."

t 143 "When did you find out that your letter was not being followed?"

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Reading the entire page indicates that it was two years before he found out his recommendation was not being followed.

144 line 21 "I didn't know for sure until two years later whether my recommendation was accepted or not."

"Did you attempt to find out if it was accepted?"

145' "No."

line 14 - It is not Afifi's duty to verify which ' compaction criteria is to be used.

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line 20 - It was his duty to make a recommendation.

146 lines 9 through 12 - He makes a recommendation and then his responsi-bility ends.

There is no way I can force the project to do something the project i

would not accept.

147 lines 18 through 21 - If he wanted to find out about correct com-paction criteria at the site, all he had to do was ask.

l 149 In the middle he tells his basis for concluding that 100 percent of one compaction test is approximately equal to 95 percent of the other. His answer seems to be because Dames & Moore substi-tuted one for the other.

- 150 Concerning equipment qualification.

line 21 - He does not know whether the equipment qualification re-quirements were met.

(I assume he is talking about the testing applicable to the period of time before the diesel generator building problem was discovered.)

3 151 He clariffes there is a qualified procedure for the compaction equipment.

(He clarifies at line 9 that he is not talking about D,

a qualified piece of equipment.)

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DEPOSITION OF DR. AFIFI

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October 30, 1930 Page 1ine 18.- When he referred to' qualified procedures, he was talking about lift thickness and number of passes.

line 25 - I asked, after. the discovery of the problem at the diesel generator. building, were these qualified procedures followed.

152 line 3 "Yes."

line 7 - He did 'not know if they were followed prior to-the dis-covery of the. problem, nor does he know whether there were, in fact, procedures (line 13).

152-line 17 - Ask Joe about this statement "I believe that in Q-listed areas, the sands. were qualified.

I don't believe we qualified the equipment for Q-listed placement of clay."

154 line 16 - There is a possible local void under concrete mud-rat elevation 590 to 589 at boring AX-9.

156 The' proposed remedial action is shown in the fourth column of the table and indicates pressure grouting. To his knowledge,.

that has not been done yet.

156 To know whether pressure grouting is needed, line 20 "You just simply continue to pump grout until you cannot accept any more grout, in my opinion."

158 I press Afifi on whether there are any other voids or possible voids within 50 feet of the reported one.

line 14 and 15 - He responds that none were reported.

159 line 5 - He does not know.

line 16 They do not plan to require additional borings to

. investigate whether there are other voids or possible voids.

160 I ask him the same question, again, about their plans for the future, and this time he says, at line 8, that he does not know whether they plan other borings.

161 He do ot know the values of the modulous of subgrade reaction, but would know that.

162 He indicates that the information, if it exists, would be in a calculations file, and I asked Farnell for an index to that file.

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l 4-g DEPOSITION OF DR. AFIFI October 30, 1980 Page 164-Afifi did not know whether anybody at Bechtel has reevaluated the value of the modulous.of subgrade reactions for input into seismic

- analysis of structures founded on inadequately compacted soil at the Midland site.

(line 8.)

166

Is there a problem with inadequately compacted soil under the electrical penetration areas of the auxiliary building?

"Yes."

The remedy is to install caissons at both extremities of those two electrical penetrations.

-"Do you agree that that remedy would transmit _ half the load from the electrical penetration rooms onto the proposed caissons in the remaining half on the control tcuer?" He does not know--

that's a structural question.

167-lines 11 and 16 - There would be some load transfer to the con-trol tower.

168 He agrees that some load would be transferred to the control tower, but he does not know how much and he thinks someone else should answer the question.

(lines 13-15. )

-The settlement of the control tower, if any, will be small because the material is good.

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Afifi Deposition - October 31, 1980

,m 226 Line 2 and 3 the study of the most probable causes for errors in placement of the fill was done under the direction of Mr. Martinez.

It was presented to the NRC at a meeting in July 1979 (that information is at the bottom of 225).

227 Line 21 I ask him about the status of the plan to use caissons in piles.

228 Line 2 We have conducted computations on bearing capacity and settlement and coordinated with the consultants.

228 I am referring to deposition exhibit 2 page 2 item IIIa2 discussion of surcharging under structures other than the diesel generator building.

229 Still on Staff exhibit 2, item IIIa3 dewatering Afifi says that's in another group under geotechnical.

230 I'm continuing to go through the document deposition exhibit 2.which is labeled "preblem alert" to ask him how many of these things have been done.

232 He repeats his theory about 2 schools of thought on compaction.

233 In explaining his answer he states that he does not know who did the fill he heard that some was done by and some was done by Bechtel.

him 234 He reads item A near the bottom of page 2 I have asked does he agree with each of those recomt.andations. He agrees with concept A (234 Line 2).

234 Line 13 he,grees with Item B. He concludes his answer at 235 Line 13 agreeing with most of the recomendations.

237 Lines 15 and 16 he seems to say that Bechtel has excepted these recommendations with respect to Midland. Lines 17 through 19 he doesn't know whether these recommendations have been excepted with respect to other projects.

238 I show him Staff Exhibit 2A which is the reference to the rejection of the

" problem alert".

240 Line 14 through 17 Afifi's only knowledge of rejection by Bechtel is what's contained in deposition exhibit 2a.

241 I ask him about meetings between Bechtel and Consumers with respect to the Staff's request of June 30 for additional borings and lab tests.

242 I show him exhibit C Volume 3 to the 5054f responses entitled Consultant Communications.

245 He recalls suggesting a compromise "I felt would provide the Staff with additional information it would not lead to confusion".

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245 Lines 20 through 24 he' tells exactly what he proposed.

246 That suggestion was limited to the. diesel generator building. But see lines 13 through 17 he suggested further borings.in connection with the service water structure in the auxiliary building. He also had a suggestion with respect to the dikes see 246-247.

248 Iaskedhimwhyhedidn'tgihetheStaffanynoteshisanswerwas"Idon't usually keep notes"..He also said on line 17 he does not have a personal file concerning the Midland soils problem.

249 At the first meeting where he made his suggestions there were only Bechtel people present. Make sure that's what lines 1 through 3 means.

I asked him did anyone agree with his suggestion and he said Mr. Widener was to convey that information to Consumers-(he doesn't really say at

'this point that Widener agreed with him. I think later he said that Widener did not disagree with him. His suggestions were not carried out.

I asked him why they were not carried out his answer is as follows:

Ibeliehethatthereasonisthat,whetherI technically strongly felt was needed, or whether I have attempted to compromise.

He. thinks that is the reason why.

250 He explains his answer a little better. He says he would not hahe initiated the request by himself. I asked him whether his suggestion arose more from a desire to compromise or more from his technical judgment. After a long pose he said it was difficult to saparate the

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two "very difficult".

251 Line 10 with respect to the compromise which he described if it is I.-U i 0 I

important to know whether he discussed it with Ferris read 251 again.

251 Last line I asked him whether the decision not to comply with this suggestion was made by Consumers Power.

252 He doesn't know. He thinks Widener conveyed that information to Keely.

The meeting he has been describing took place in early August /scmewhere in here I think.he said that Ferris did not disajree with him but I don't think that I have found it in the transcript yet/

253 There was another meeting including both Bechtel and Consumers and he made this same suggestions again. Widener did disagree with his suggestions. This meeting was a few days after the previously one. Keeley

.was there and maybe

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254 Line 4 his suggestions were not accepted. Line 15 Ferris did not disagree with him.

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i 255 Is it considered normal' procedure for Bechtel to take record samples in the construction of water retention structures. Line 8 he didn't know because he has not been involved in many Bechtel dams.

256 Is it generally accepted engineering practice to take record samples'in the construction of water retention structures. Answer I am told that in many projects it is not. He did recall discusses with Ferris the subject Ig[iti.

of taking record samples for the cooling pond dikes at Midland. Line 24 "the discussion was if record saaples were taken of the dikes that the l',

NRC was - the question would have had the answer without having to resort to doing the borings".

257 Read lines 7 through 10 Ferris may have implied that the record samples j 15,'i should have been taken. See also line 14.

258 Additionally with respect to the dike Ferris cade a possible compromise suggestion that two borings be drilled in the Southwest corner of the dike -

an another alternative to get some samples and get some tests?? (That's rei $

what the transcript says). Line 7 they took the soutwest corner because,,

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there was a report of 1 and h inch settlement in that area, but we were not sure of it. I refer him to Volume 4 of the 5054f responses, Tab 93 second page. Page 259 Dahr said that pipes stresses for straight pipes don't exceed the allowable but the stresses and elbows and bends do. Lines 5 through 10 he has some vague. recollection of statements like that. The organization responsible for over stressing and pipes and is he thinks project engineering. Under the chief design engineer for that organization I asked hime to read. Tab 93 second page item 3 second s:ntence.

I reference to the " reference elevations' used were questionable.

260 He doesn't know what that means. Line 12 ha doesn't kncw whether t:2re are sections of pipe where allowable stresses are exceeded.. He agrees Mr. Dahr said that but he has know first hand knowledge. He doesn't know what Bechtel plans to do in respect to Mr. Dahr's statement.

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Oate November 16, 19*9 To t..H.

Curtis Sdiect Midland Plant ';nics 1 & 2 8'om

3. nar

ob 72:0 Of Ingineering Diesel Generator 3uilding Trip Xeport C:oies ts Tile:

C-26.'.5, 0515

^'

^^" ^*D J. 3etts v/a

3. McConnel v/a

?*. Rothwell v/a J. Wanzeck w/a K. Wiedner v/a Attached is a trip report by A. Canguly. He went to the jobsite on Manday, Nove=ber 12, 1979 regsrding tepair of gaps underneath.he diesel ge:erator building footings.

p

3. Char

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AC/ht 11/15/1 Attach =ent GcCTICH AA.'e A a g ;g DIST.:;307.it J l

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Bechtel Associates Professional Corporation

~4 777 East E'sennower par =way

^

s Ann Atoor, unenigan u.u.

.e P C. 3:a 1CCC. Aan M: r. %carsan 441:$

' TRI? RE?CRT 4

MIDI.AND Pt. ANT 0 :!S 1 A!O 2 CONSt'MERS PCh*IR CCMPANY BECE EL Jc3 7220 f

?

Cate:

November 12, 1979 Place:

Midland Jobsite

Subject:

Assist vendor representative (A. Gillespie) :s check

~'

feasibili:y of repair of gaps between :he diesel l

generator building footings and zud:at.

Tile:

0515, C-2645 Attendees:

J. ~ 3etts/J. %*asylevski (3echtel, Field)

A. Canguly (3echtel, AAO)

A. Gillespie (5::ue: ural Bonding Co, Tlist, MI)

Su==ary of visit:

A)

Repair of Caps A. C111espfe, J. k*asylevski, and I looked in diesel generator

~ ~~

building bays 3 and 4 for gaps _underneath the vall footings.

3ecause of the presence of loose sand inside the building around the pedestals, gaps were not visible except at one spot in bay 4 The si:e of the gap at that place as approx 1=ately 1/2 inch.

Af ter checking the area, A. Cillespie stated that the gaps can be I

filled by injec:ing a ce=ent-based :.tcerial called "tiAGNA ROCK *.

"he slurry =aterial.-111 he injected through pockets Ade a: both sides of the vell footing at a;proxt:acely 5-foot inte:rals.

S.e only verification that the voids have been filled vill be by :he flow of the slurry freu cne pocket to the pocket on the other side, directly across :he 4 dth of the footing. If the gap is :oc i

q conti:uous across the footing, the slurry vill c::e cut of the a

pocket adjacan to the one :hrough which the slurry will be inf ec:ed.

i A. Gillespie vill send us details of the procedure and properties of *?'4C"A RCCK" by November 15, 1979. He indicated : hat, if recuired, 4

Strue: ural 3ending C4=pany will be at:le :s provide us vi:h a Q-procedure for the repair.

f

ote: On Nove:bar 14, 1879, A.

%11 esp e o lled and s:a:ed :ha:

a caterial differen: :han "!'.CNA.1C0%* vill be used. See at: ached :elecon.

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ML20095A140

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