ML20210T758
| ML20210T758 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 09/10/1984 |
| From: | Ippolito T NRC - COMANCHE PEAK PROJECT (TECHNICAL REVIEW TEAM) |
| To: | NRC - COMANCHE PEAK PROJECT (TECHNICAL REVIEW TEAM) |
| Shared Package | |
| ML20209B909 | List: |
| References | |
| FOIA-85-59 NUDOCS 8606020065 | |
| Download: ML20210T758 (108) | |
Text
'
UNITED STATES P
p NUCLEAR REGULATORY COMMISSION
}
g WASHINGTON, C. C. 20555 DOT /
Sept _ ember 10, 1984 MEMORANDUM FOR:
Technical Review Team Leaders F' ROM:
Thomas A. Ippolito ' Project Director Comanche Peak Technical Review Team
SUBJECT:
REFERENCES IN SSER WRITEUPS
~
Please infonn your team members to include ASLB Hearing Records, Depositfons, and OI reports in'the reference section of their SSER writeups when this information is germane'to the issue being evaluated.
These references have not been appearing in writeups reviewed so far and they are essential for background information.
See attachment for reference formats.
-, 6
~
Thomas ppolito, Project Director Comanche Peak Technical Review Team cc:
Walter Oliu Cathy Brown 7:: :
F01A-85-59 T!/
em-3 e-e PDR FOIA GARDEe5-59 PDR
=
Attachment Depositions 1.
Deposition of W. J. Doe (Volume 2) before the ASLB, August 3,1984, pages 77,364 - 77,366.
Hearing Records i 2.
TUGCO, et al.
Hearing before the ASLB, December 3,1981, page 602, 01 Investigative Reports _
3.
NRC 01 Report A4-83-005, May 23,1983.
o Wy
- G e
e es
7/09/84 7/13/84 7/24/84 8/3/84
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G. Keeley do* A
's D. Woodyard NeR?Ccmp(Volum
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. Coats-R. Spangicr64/Qcs R. Kahler g4/OC /
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d J. Green d6 MA 7/25/84
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% F.5 Powers
- l
.5 F. Coleman c44 N
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J. Blixt W
Luken*d 3 M. Krisher co*+i 5
s J. Johnson c/m 7/16/84
, Ru sievere d g hearics.,c/4 s A. Vega c4/9c e D. Chapman
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4 J. Callicuttc/M 7/17/84 7/28/84
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6 B. Clements 4'/9c-C. liiggs G. Keeley* GA/QG' '7/18/84.
G. Fanning i
R. Whitman i
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Attachment "A"
b I. '[ /p. The=es Fechan, ' President sauwtd AND MOUT, Inc.
Ecusten, Texas t
lear }t. Feehan:
For the past neven ears, I have been a= ployed at the Cemanche Peak Stee= Electric Plant project near Glen Rose.
I have enjoyed boing a part of Brown and Root en this project.
)iosc e=ployees en this job are efficient and take pride in their ucrh.
There are, houover, ac e who seemingly could care Ics: cbcut the cu:11ty or safety of the plant and continually violato scroty procecures, As you low,:,
/ deliberate violations could easily result. in the closing of the 9
,, g project.
Sc=e of the violatic=s I have observed or have knowledge of are
,J as follows:'
i (1) SWIFE. T23T3 - I have been. instructed tU clean the three areas known to be tested,.and told to not wo:*ry sibout the other It is ary understanding that Tusco wants a thorough job areas.
cf cleaning in all areas, yet the t1=e is not taken to do this.
( 2) SHIM 3 - In a c=e instance.s,
have observed after chipping L
concrete that equip =ent shims had grey tape wrapped around them l
in ceder to achieve presar thickness.
This was needless, as I t__
feel sure that the proper thickness of sh*
coild have been used without the tape.
t
. (3) PAINT - Paint was not allowed ti=e to properly cure prior to installation of,the floor plates en the Stainless Steel Liners, a=d under equip =ent in several instances.
I have re=oved sc=e of l
the flocr plates for repair and discovered that the paint had not
..bceded to tha+.cencrete u=derneath.
(4) VElDING *- The veldi 5 in sc=e instances en the per=anont equipment was perfor=ed by non-qualified employees without any for.
cf certi.fication as welders.M This project has plenty of qualified I
- and certified welders, but in several instan=es the uncertified uto
" speed up ",the jebs.
people were used..o *IERiTORS - The main support (5) STEAM GE steel on installation ed en the % bsite of 1s. ging on the s t e am-eneraters vs.s recep' 6,...y super-
~
with.L_sroper iding.
reported this toO vis or, cnd t a mechanical engi=eer.
I was told that the proble= h been s ved.by writing a letter to Westinghouse telling the= to strive for better craf t=anship c=cng their sub-e contracters. 'The. bad welds are still in existance and have not been repaired.
We. could hav&.cepaired them cur e' vaa, as a back-but Yecepted charge to Westinghous e,thereby(
.226 Erown and Ec M sponsible.
, the f aulty supports,
', um-dvN u e
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e
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h G
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G'%v s l
falso documentatien
'( 6) FALSE DoctJ2TITATIOli - In =any instancos,and Boilor=aker departe.ents.
I was p been filed by the Millwright " Travelers" had hcid pe nts i
missed.
L"e-=ed that approximately 350 filed as being ec=plete withcut any re-work.
These tar, they were "Q" L' veler:.
all sa.fety related DIE 3EL Gr2iERATORS - Repairs have been made on the diesel nr The main (7)
= orator main supports without proper docu=entation.
(Proper pport now has five foot cracks around the repair area.
two hours to get).
perwork would have taken about en the Pain Staan (8) RZ3AR CUTTI2rG - Re ' r e has been cut A is could result and other supports witt. cut approval Mne) bering has per-pport in ecet cf re-work.
=illions of dollars energy L
.. ring C
- ..2117 cut reba.r in order to save I '. w that this was brought
' =ent to the cor t loca" ~.
ld thla person and(
.d ror yeu".
e d.o n:tention of esa it.gou knonhat 's o "=ind ygur own bu i
that I have promised
.e rocson that I am reporti=g this to you s
hoso poople -(who are aware of these violations) that I wouldih en act the main office, thereby avoiding any bad publicity w tI s
- basis, n how to solve these and other problems on a permanentcw ho press.
lly.
I I
Sincerely Youss,
/
9 t
e 9
M ene W
-.--..-.~-
j ST AT[ML K: Cf I
& n.vne is I take this time to write mf feelings and true knowledge 04-what I know aliOfit Ctwnche l' cal nue.l ar pwcr plant and brown i
& Root. During my employment as a boilermaker fcr three years and tnree months i
with Brown & Root, sote of, my duties were core boring. During that c6re boring.
i I found large air pockets or voids and in many cases found powdery concrete at times so powdery that it would not even form a core. This was found all i
over the plant includir:g the reactor area and in both reactor containments, This was reported to the proper Grown A Root peopic but nothing was ever done to correct it as far as 1 know.
Also during this time, there were other things going on that Caused a lot of discomfort for me and c.y f amily. I was accused of stealing something j
that never lef t the jobsite. I was asked to take a polygraph test and told that if I took it my job was in Jcopardy and if I did take it W ob was i
+
in jeopardy. At this time I was making something for was going to be used at his house. Also, things were made for for his personal use at his hace using material which was bought for use at l
the p* ant'.
Also daring the investigatien on my case, nothing was kept quiet
)
t and I was being harrassed by other people. This resulted in hardship on my l
fairily because we were goin.g through an adoption at the time and it made things har# on m and my family.
Therefore, I am making this statement, which is honest and based on my j
personal knowledge about Comanche Peak.
4 State of Texas f
On this, the
//
day of /7
,198 personally appeared m.
j known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same j
l for the purposes therein expressed.
f i
Subscribed and sworn before me on th w nL Public in and for j
~
l Notay(State of Texas the 1
,, _ ss,o m.pi,e, h F0lA-85-59 4
W)
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u 17AT[MCNT or l
Mr a.me is I take this time to write my feelings and
.true knowleoge NL h eww a)MNr (mmaes.he ITa6 nue.lur puwe:r plant and brown
& koot. During my emplofwnt as a tollermaker for three years and three months with Brtwe & Root. 8088 of, my duties =ere core boring. During tnat core boring.
I found large air pockets or voids and in many cases found powdery conc *ete at times so powdery that it would not eMn form a Core. This was found all over tee plant inciding the reactor area and in both reactor containments.
This was reported to the proper Brown 1 Root people but nothing was ever done to correct it as far as I know.
Also during this time. there were other things going on that Causet a lot of disconfurt for me aid s.) family. I was accused of stealing something i
j that never left the jobsite. I was asked to take a polygraph test and told that if I took it my job was in jeopardy and if I did take it *v was in jeopardy. At this time I was making something for Pat was going to be used at his house. Also things were e for for his personal use at his home using material wh1Cn was boug use at the plant. Also during the investigation on my case. nothing was kept Quf et and I was being harrassed by other people. This resulted in hardship on en family because we were going through an adoption at the time and it made things harJ on me and my fa:nily.
Therefore. I as making this statemerit, which is honest and based on sy personal knowledge about Comanche Peak.
g l
l State of Texas On this, the j
known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes therein espressed.
Subscribed and sworn before me on the WA
-.n01,. 1 4-a ths State of Texas My CofTIission Empires:
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3 135 W! dias AQW QA/QC 31 1
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OJ ginal Addendim 1 Addend.m 2 Addendia 3 Addendia 4 lotal Al Intimidation 33 0
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. m....mc -a.m li do I tot saic, Loro, I sate I will go anca anU sign them papers'.
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'rignt new you nave got to replace beta reactors and recuits a cam.
So they callec.ne in on Fricay ane I was pretty well tanked up.
I nac been drin,:ing ull nient anc alt oay, wnich I woula still nave signed even if I nac
' een stone set;er.
So ccy he goes through everythin: can't c
- ie sculd read it to me anc ne would say nos co ce percect. r foc agree to this or do you disacree, you Know.
I said, weil, I will tell you, you can go aneau anu ma,:e a liar l
cut et rne, ii.<e I ttle you.
All I want ta do i3 for you people to cc.ne cosa ner e anc stop these people f ro.r. d.ct ne l
I tais stuff.
I said I was leaving anywa y.
l Tnat is wnen I tolc'tnem, I saic now these guys are 1 ing tnrougn taeir teetn, anc wnatever you do f
don't give tnem a lie detectcr tcst.
I was telling inim tnat I was ta king tae f :ill fc r it and tney are liars, l
i l
wnich they are.
I woulo take a lie detector t.e s t any day cf the weex tnat the state, rents I c.aue are
- t. rue anc they s/
lied torcucn taeir teeth on it.
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(T) SWIE TSSTS - I have been. instructed to clean the three areas kncun to be tested, and told to not wor:y about the other It is my understa= ding that Tugeo wants a thorough job a: e a s.
l or cleaning in al.1 a: eas,. yet the ti=e is not taken to do this. "
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One o e arces was hat rejecte af"StTiie m.iterial A report on theInvesticatton uid was Inisett with the ennerete that test.t on the concrete failed Io Shnw was poured to form the ha.s'e for the ny,,
nuclear reactor.
id thqnnerete u as never tested.(hjuld nnt be Ile f.ald the imprnpctly pnured reached for comment Thursday, base could shif t under the weight of the 70f> ton reactnr causinctha pipe that supplies enolinr water to the rt b E
former flrnwn &
rent na der nperator.t nid company investigainrs latt Aucutt that he was ortjered in use the re-jected aggregate materialby a supe rior. Investigators talked to twn
' other m'en who worked in the area
~
who said they knew nothinc of the 1siertdent Witt's supervi.*nr at the time is dead.
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/C One legations
/g, that was never inv e.ticat ed in-volved the ennstruction of under-water lamps W emi *urround.
incthe rcactoPMeharged that he was preven'tcdTfh'm clean-
~
ing drill shavinns from the lamp posts by himperin dent.The su-pervisp id.wasin too b
trary.-
)said thc.shavincs.
remsm inside the hollow
. Ampposta, enuld become di'slodced, by underwater currenu when the reactor head is being removed for trtuchng The shavinct ran t, washed inside the reartnr. whir h can jam the fuel rells randi er even 4tc to tlie contrni rnels g h4 said in his statemen' irtfc metal particles fused to tha remnved rods. it is pnssible th a t th ey could prevent the rods from beinc replaced prnperly and could cause a meltdown, he said.
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vawth tz.eo Des was 7%wco Bsw.
Anotherallagation b involved the alic;:ad prnctict of drillinc hole.t through steelrein-Inrc~f concrete retainin2 ?rs!!s at the plant. Spncial autho'rtrJtion m's.t be gived before.,toles are et ralle cl 'N.oir::h t qcta l rein fcrec-Inen'IM/ aims in have l
knoulcricent c Theincweakened h
nocrly Ned holes.
ho supposedly u ev.cd such notes being drilled, reoperated in the enmpany's Aug-ust investication. In an interview Th ursitay. he said h c is sa tisfied now that prnper paperwork was done arhrmgrautbarizatinnwsgiven.
W 4dn' accusa.
tinn tnat
.anarned him not to contact t$i' rets w'Q1 his charges.
Ile s:iidi Asited hitn in December ano asxed'if hp.could he4 ethisjobhack.IIesaidM M threatened tn. make tne
' charge pinblic if he was not put hw nrk. * '.'. :., 2 -' :
who uld his. job,is con-cyned only trith safety, said je"
, rfirf n't hMr 'heainthority to rue W"woultfn't !ct him hhqkmai!
Wark fn u crk "Tlut even if t cru.1 us." he sairl.
t i
Ca::.&
gations flot/Related to Hearine Process j
/
9 the inspection period, the SRIC inspected and evaluated several other allegati i
nuc developed as a result of the licensing hearing process. These allegations intiall i came to the NRC's attention in an. article appearing in the business section ft
.4 Fort Worth Star-Telegram published January 7,1983 and were attributed to
--a by another party. The SRIC and other NRC personnel attempted to 4-
=
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August 1983.
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= hAht.T !cg:st de essentially four separate allegation $regarding two areas of site construction. These were:
- a. 'Occasionalh aggregate type materials generally containing seme amounts of cl A
was scrap'ed off the ground area in front of the conc, ete aco ate bins and placed into the outside bin and M used in concrete.
ndicated tha.
~
he had been the equipment operator who had done the act under the direction n:dd.v/
of his superiors. He stated that he could not remembe,r/when it occurred or what placements were involved excepting only that it was infrequent and usua at the end of the placement when the stock piles were running icw. He indicated that a review of the aggregate test records might reveal when thes a
arose since there would be no material on which to run the daily production type test.
Y1vnpr e: wie'
- b. On occasions the batch plant scales were M::cd by pulling on the scale N :? ? u.: : d cables. This generally happened when ice was 4--'"4 and the ice was runninc low.
- c. There was a bypassed hold point on the welding of a seam of the one of pool liners.
m
~
c He signed the disposition on a Non-confomance Report scen he was only a boilemaker helper. He indicated that he thought the NCR number was between T200 and 1800.
The SRIC has insoected and evaluated each of the these items as follows:
- a. Sinc s the operator of the equipment (front-end loader) in the aggregate storage area for over three years and since he has stated that he did what he has alleged, the SRIC can only accept his statement as fact.
BS::::rdamM Whether he was directed to do the act or not can not be Pra"ad -
rc:n 4-"aet 5 t d since the person involved is deceased. The SRIC has reviewed the volume of records of the daily production test which were perfomed on up to twelve separate bins per day over three year period and has not been able to reach any conclusion due to the mass of data involved. The SRIC interviewed the operator of the aggregate bulk conveyor system, personnel
~
of the concrete materials test laboratory, and personnel of the batch plant who were on-site and 4 vo],jqd 'in the concrete batdtng operation in the same time frame a s the equipmeist ocerator. All six persens
/
interviewed stated that they doubted tha tually did what he 1
l l
stated but none could provide anything more sub ive then their personnel opinions..The SRIC has attempted to detemine the probable effect of having an indeterminate amount of clay or other possibly deleterious substances o
mixed with an unkncwn amount of concrete. W dccording to the project
/
l specifications, the aggregates may contain up to 8 percent by weight of clay and~still be acceptable. Since the specific gravity of damp clay and sand and gravels (used for aggregate) are similiar, the SRIC calculated the allcwable amount of clay that could be in a cubic yar'd of concrete.
This p.:mber came to approximateyf@ pounds and therefore in a typical ten cubic yard load, a total of 1200 pounds could be in the concrete and still
/4 d e;%d allowable. The SRIC reviewed the acceptance test record t' hat weEe Yequired to be conducted monthly and found that only rarely did the amount of clay in the stock h="
percent, leaving a substantial margin exceed 1 percent and was generally und a
for the sudden increase in clays tha ttributes to his action. The Bureau of Reclamation " Concrete Manual" indicates that the presence of large amounts of clay and like contaminates in the aggregate may increase the mixing water requirements of tne concrete.';' may make the cencrete more susceptible weathering,* or may be weak and may hinder the hydration of the concrete. Althoegh there is no absolute certainity that the particular loads of concrete contaminated were tested since not every load is or was, the cumulative data has not shown any significant increase in the mix wate-require loss of strength in the standard compression tests. The SRIC in five yea:
has observed no weathering that woul-d be considered abnormal for the climate involved On this basis, the SRIC judged that while the allegation was probablv true, the allegz had no effect on the safety of the facility. During the intervle,
pec1 fica stated that the-basemat for the Unit 1 reactor building was not involved in his actior f
in any way/. The stated concern in the Fort WoRh newpaper article therefore ac,c.a#
~
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to b thout a"it.
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e Allecation RMati.ve_.Tc'Tamce4na Mirth Concrete -Batch _Elant._Sca4e-GcwtmMires-
[/ The SRIC examined the present layout of the batch plant to identify the routing of <
scale control cables. At present only thd small dry batch plant remains installed w the larger central mixer plant having been removed. The SRIC can state based upon; personal observations and.on interviews with plant personnel who were working there -
during at least the past five years that the layout of the two plants were similiar and that the remaining plant layout is essentially unchanged from what it was from b:snnn'-
the 4e+ng cfi the project. The SRIC found that the cable from aggregate scale,C/
would c be easily manipulated by a person standing in the doorway of the scale building.
The cable from the water and cement scales could also b,e manipulated but with considerable difficulty since they enter the scale,flC/L.1,~..*Ybuilding at roof heigtit from the much higher reaches of the plant. Also anyone entering the scale't' Ivc!!!abr building could have sive nth manipulated any or all of the cables. The effect of such manipulation woul(,cause' the scales in each case to read as if there was more material in the scale hopper than there actually was. This would in turn cause the semi-automatic control. system
/r52f to accept the weight and dump the material from the scale hopper to the mixer. The f
alleger stated that the scale cable manipulation ususally was of the scale weighing l
ice inte the batch if the supply of ice was running short. The SRIC has reviewed the l
effects of under-weighing each of the ingredients involved:
l
- a. Causing the water scale to short, load the, ice would be detected by a rise l
j-d *) c to w e.ft j
in the temperature:which was measured unofficiall./ each load and officially
'every fifty cubic yards or every fifth truck load.
l
- b. Manipulation of the sate cable during the period when water was added to the
,J ice or was being weighed by itself would be reflected by a measurf slump les:
than normal but in any case would not be detrimental since one of the ways to obtain stronger concrete is to reduc-the water in it. Slump was also tes-in,the sime manner as the temperature -:-
- c. Manipulation of the aggregate scale in any significant wr.;v would result in
.)
under yield of concrete and in a high slump.
- d. Manipulation of the cement scale would revealed by.
the slump test and by the cylinder strength test.
The calibratIand automation of the batch plant are relied upon to produce concrete '
lN unll-Cnt efthecorrectpropertiesj$$e.1at thJ production rate desired to make concre s
as expedient as possible. The testing of the concrete is relied upon to assure that operating parameters of the plant are stable and that the quality of the ingredients are eis adequately stable. It thus appears that th'e allegation had factual merit in that the scale cables could have been manipulated and perhaps were on occasions, The testing program however prov' ides' reasonable assurance that any concrete producet under the destablizing influence df such manipulation would have been detected or ha-
.had such little effect as to be irrelevant to the strength of the in-place concente.
4
- c. The SRIC made no specific attempt to locate the record that would identify the alleged missing hold point for a weld on one of the joints in one of the pools since there are thousands of such records and the time frame was not identified nor was the pool identifed in which the incident occurred.
The SRIC did however review several records pertaining to the south pool in the fuel building. These records were all very similiar in that there were two hold points established for each joint. These were a hold point for initial fitup and cleanless prior to weldin and a final Soldpoint for visual inspection and testing of the joint after welding.
Since the testing was by liquid penetrant and was perfomed by both the craft and QC, this hold point would not be likely to have been missed. Missing the first hold point on occasion undoubtably happened on occasion since the craft must notify QC that they are ready for the inspection and for various reasons this notification was not provided. Both the fitup and, cleanliness of the joint would have a bearing e
on the quality of the finished weld if substantially improper. Should the visual
~
appearance' of the weld and the liquid penetrant test both be satisfactory, the SRIC believes that the weld would be satisfactory for its intended purpcse which is to seal the joint to leakage of the water. in the pool. The SRIC accepts that the allegaticn is true t.ut also finds that there is no safety significance in the matter
- d. Based on the infomation provided by the alleger, the SRIC was able to locate NCR dated i hich containes the allegers signature. The alleger had signed'in the fcm space 1abeled6"co1struction review / approval" below the space where the disposition instructions are provided for the noted noncenfomance. The other spaces which require signature approval of the disposition are those of an engineer and quality assurance. The purpose:df the signatures is to denote that all three parties agree with the stated disposition. Construction review of the dispos-ition essentially means that the construction forces agree that they can do what instructions state. The other signatures essentially mean that engineering agreet
that the disposition is sound from an engineering standpoint while the QA signature indicates that when the instructions are accomplished as stated, the product or component involved will be acceptable in relation to the project specifications and drawings. Again 'the allegation is factual but has no safety significance nor does it' wL violate site procederes do not digitate by name or title who must sign the forms, only that all required signatures be present and representative of the groups at the time.
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EQUIPMENT LEVEL / LOCATION / ELEVATION /0RIENTATION RECORD
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Traveler # #E'78-/d#-#O / Att.d
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Item Description OCLO SUC6E T~M3V->
Ref: Eouipment Dwg.N'2 640-359 Rev. 5 Item Spin / Tag # C PL-CCATST-ol Loca tion Dwg.'2323.mi.7oo Rey, 7 P.O. #
CP-06T Unit #
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ORIENTATION / LOCATION / ELEVATION S
U LEVELNESS S
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[q.
NUCLEAR REGULATORY COMMISSION
- thi ?>( ;* **3
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MEMORANDUM FOR:
D. B. Vassallo, Assistant Director for Light Water Reactors, Division of Project Management, NRR FROM:
G. W. Reinmuth, Assistant Director, Division of Reactor Construction Inspection, IE
SUBJECT:
CLASSIFICATION OF SPENT FUEL P0OL LINER PLATES (AITS F12193Hl) (AITS F30382Hl)
In the enclosed correspondence we are informing all regional offices that fuel pool liner plates are not required to be designed and erected to seismic category I requirements.
If you will concur in this correspondence we believe the transfer of lead responsibility serial number: IE:RCI:78-04 dated July 17, 1978 and the followup correspondence may be considered closed out.
Please call if you wish to discuss this subject f'urther.
}. A. L},; 3
/-
G. W. Reinmuth Assistant Director Division of Reactor Construction Inspection Office of Inspectica and E.nfcreement
Enclosure:
Memo, GWReinmutb..to RTCarlson, dated FEB 6 1979 l
cc:
J. G. Davis, IE H. D. Thornburg, IE 7)" Dr 4 [l
)
(g J
oc N. C. Moseley, IE i
B. H. Grier, RI q
J. P. O'Reilly, RII-gj Ft6 12.m 9 7
'i l
J. G. Keppler, RII
!.:)
,/ ?/
W. C. Seidle,igV g;
R. H. Engelken, RV 4
I CONTACT:
W. Laudan, IE
~
i "O t A Q
lO f.h Q pt % @!" d 49-27551 q
.a 4#
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k UNITED STATES l'
~'
NUCLEAR REGULATORY COMMisslON
[..
7j wAssincron. o. c. 2csss 2
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FEB 6 1373 MEMORANDUM FOR:
R. T. Carlson, Chief, Reactor Construction & Engineering Support Branch, RI FROM:
G. W. Reinmuth, Assistant Dimctor, Division of Reactor Construction Inspection, IE
SUBJECT:
CLASSIFICATION OF SPENT FUEL POOL LINER PLATES (AITS F12193Hl) (AITS F30382Hl)
We have been orally informed by the Division of Project Management, NRR that fuel pool liners am not required to be designed and erected to Seismic Category I requirements.
The basis for this position is that the primary function of the pool liner is to provide a leak tight barrier
~
and a surface suitable for decontamination, rather than to serve as a critical safety structure.
Furthennore the probability of large leaks occurring and being undetected over a period of time such that a potential hazard might be incurmd is acceptably low.
We wish to emphasize however, that this decision does not effect the classification of the fuel pool storage structure, storage racks, supports and piping, all of which are required to be designed and erected to Seismic Category I requirements.
If you have furtfier questions on this subject please contact W. Laudan (27551).
,2 d. S3 G. W. Reinmuth Assistant Director Division of Reactor Construction Inspection Office of Inspection and Enforcement t
CONTACT:
W. Laudan, IE 4
!!a 49-27551 pas 2a:,
o 20 0
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DESIGfl CHANGE AUTHORIZATION
.i (WILL) %%dN BE IllCORP0bTED IN DESIGN DOCUMENTS
]Ci_t,%,_990
~
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SAFETY RELATED 00CUMENT:
XX YES NO 2.
ORIGINATOR: CPPE ORIGINAL DESIGNER XX
- 3. _ DESCRIPTION:
Applied Engrg. Co. Owg. No.
N-2640-359 Sh.1 of 3
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APPLICABLE R ECfDWG/ M IM M M !
N-2640-359,Sh.2 of 3 REV. 4
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B.
DETA*.3 '
On (, Surge Tanks # CPI-and CP2-CCATST-01 (Vendor Tank number's N-2640-359-1 and
- rescectively) the inverted saddles or suoportino weldments. hancino from soffits of ceiling beams at 58 El. 895'-6". are te he reinforced by field crafts as shown on Apolied Entro. Dwo. # ti-2640 359-A, Rev. O.
The torecoino is authorized by Gibbs & Hill memn #GTT-7674. dated 311 Ri j
- telecopy of which is attached.
Its justification is indicated in Apolied Enorg. Co's. Stress Analysis Reoort /TR 2640-01-1.
i 4.
SUPPORTING DOCUMENTATION:
Gibbs A Hill Soec. No. 2323 Mb 6L Pev-t Dwas. Nos 7373-M1 07CO,__gpv _9. 2 23-M1-37085. Rav. 10 5.
APPROVAL SIGNATURCS: 1TC:Jb
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VENDOR TRAN3MITTAL REQUIRED:_ YES XX NO 7.
STANDARD DISTRIEUTION:
DCA FORM 11 -80 ARMS (Original)
(1)
Quality Engineering (1)
TS for Orig. Design.
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SPECIFICATION 2323-MS-65
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APCO. REPORT TR;2460'.01 1, REv. 5,10/2 /SG,
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AS SECWN 'OM REFERENCE 1, IT MUST 15E ITNDEnsTooD THAT TnIs Is -
n CNLY A CONDITIO3AL APPROVhL PENDING THE SATISFACTORY nEs0Lt1T10N OF CONTNTS IN GTN--50847, DECEMBER 18, 1980.
FURTT?li'R REVIEWS OF RdFERSUCE 2 ARE IM PROG?2SS AND MA'i REQL'IEE THE FOLLO' DING AD01TIONAL MODIFICATICNS:
I 1.
CEANGE OF PRESENT SADD72 h'IAR PLATES WIDTH OF 12 INCHES
\\
1 l
TO 20 INCHES TO REINFORCE. TRE TANK SEELL ON ZACD SIDE OF I
SADDLPS.
s l
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ADDITION OF TWC I.ONC1TUDINAL BRACEG ON EACH OUTSIDE Em l
OF THE SADELES TO INOREASE TE rT1DAMENTAL NATURAL FREQUENCY FROM 29 HERTZ TO 33 ijERTt TO SUIT' PIPING REQUIRDC TS..
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COMANCHE PEAX STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION
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(WILL) QlECUXOgx BE IflCORPORATED IN DESIGN DOCUMENTS DCA fl0.
SAFETY RELATED DOCUMENT:
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~~ NCR No. texas u, Tit.tTIES NONCONFORMANCE REPORT (NCR) M-82-01178 GENERATING CO. Sheet 1 of 3 I UNIT STRUCTURE / SYSTEM ITEM /COM PONENT TAG /10 NUMBER LOCATION OR ELEVATION RIA NO Compts. 1,2,3,&4 Insulation TBX-RCPCSG-01,02 St. Gen. Top 1 RB #1 Support Steel 03,04 Head /905' N/A l NONCONFORMING CONofTION The following unsatisfactory conditions exist on vendor welds of the Steam A e Generator Top Head Insul fon Supports: h[ g e,}L 6 1. Arc Strikes 4 OT E 2. Undercut g3 3. Overlap Kh g bgF / g 4. Weld Spatter \\ 1 z 5. Lack of Fusion ( d N.. g P See Attachment for Locations. A I E Four (4) hold tags applied. Mil ror Insulation Dwg. 590159-232C B Note "A" 1979 pin, Sede 3 DI.1 ggy PEFERENCE DOCUMENT. OATE: REPORTED BY: 8 10,82 f D.J.Browng OATE: QE REVIEW /APPROV 1 DEPARTMENT J. T. Merritt! *::' Mo eum.a O ACTION ADDRESSEE enoineerino DISPOSITION: REWORK ,vv REPAIR uSE AS IS SCRAP v Rework and repair vendor welds to meet AWS' D1.1-79 standards. Work to be documented M on Repair Process Sheet (HPS) issued by Welding Engineering. u, i FOR1NTORMAT DN ONL;g agooao i, us O ~ R EVIEW jINDEXED:4- ~~'6)7s./ .T F9-2r#
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