ML20092L363
| ML20092L363 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 06/26/1984 |
| From: | Eddleman W EDDLEMAN, W. |
| To: | |
| References | |
| 82-468-01-OL, 82-468-1-OL, OL, NUDOCS 8406290358 | |
| Download: ML20092L363 (94) | |
Text
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UNITED STATES OF AMERICA NUCLEAR REGULATORY COMMISSION D3*kETEr
'84 Jn 29 p39;3g BEFORE THE ATOMIC SAFETY AND LICENSING BOARD Glenn O. Bright Trp' . 4.. M :
Dr. James H. Carpenter Mj;rc"',
James L. Kelley, Chairman l I
In the Matter of CAB 0 LINA POWER AND LIGHT CO. et al. )
(Shearon Harris Nuclear Power Plant, )
) OL Cover Letter for Documents Sunporting Stokes Affidavit on Eddleman 65 (Defective Concrete)
Dear Administrative Judges:
Enclosed are copies for you and all parties of the selected sample of documents illustrating facts cited in the affidavit of Charles Stokes filed June 14 in this proceeding. By arrangement, Charles Barth of NRC Staff will receive a copy of the entire set l of CP&L pour packages reviewed by Stokes. I also possess copies I
of the other 95% of the cour packages as copied for me by CP&L;
! if anyone wishes to exanine them, clease contact me at 919-286-3076.
This letter will briefly describe th enclosures and the cart (s) of the Stokes affidavit of 11 June 1984 which each relates to.
40E
- n- The first enclosure is from pour ICBXW290001 of 7/23/82, n (Stokes affidavit pp 5-7, starting low on page 5). This includes o
Es the Ebasco concrete specification stokes refers to on his page 6
, gog and the related concrete strength reports.
i Q The next is fron nour LCBSL216002, Beginning with the Field -
! Inspection Report sheet on " Accidental Burning of Waterproof 1
Membrane" which is the Water.stop referred to by Stokes on op 9 &l0.
'""-~--vw _ - _ , _ , _ __
. M l
-2 The third enclosure is also from ICBSL216002 in the base mat, and it shows the concrete slump in the " SLUMP (in.)" column, j fif th from the lef t, and the ' slump specification as " Slump required" (4 + 1 in.) below thetah table. The table continues on later pages. These are the out-of-specification slumps in this pour as cited by Stokes on page 9. L i
The fourth enclosure includes the cover sheet of the i ICBSL216-002 Concrete Placement Report. It documents the hot weather, (1st page, " Anticipated Special Weather Precautions",
4 i
and reproduces pages indicating repair work not completed !
(not covered by Stokes) ,
on the waterstop 7-27-78 and also the last page has the note on clearance between asbestos board and cadweld under 1/2 inch.
This clearance problem is mentioned by Stokes on p.9 and is the same one.he mentions on p.8 as appearing with the same M "never again" language (" Future clearance to be 1/2 in minimum) on several other pours in the early going, i.e. ICBSL216001,-OO4 and 005).
The fifth enclosure is the concrete strength information i
1 from ICBX# 308001 of 8-29-83, a single sheet. (Stokes, p.7)
{ Note the reference to 9% air in pretest under " remarks".
The sixth enclosure is the entire nackage for ICB SL P16001.
It documents the alump, waterstop and vibration problems (Stokes, pp 8c and also'the asbestos board problem, e.g. on 216004 sheet 1 of 4, i
l Field inspection Report, and likewise 216005, sheet 1 of 3, re r
( clearance to asbestos' board. This package is as it came to me from CP&L except reproduced on front-and-back of pages to save paper, to the best of my knowledge.
The seventh enclosure is the concrete repairs report on the large void inn pour ICBSL 216002 (Stokes, pp 9-10).
N .___ _ _
s s 2,, ,
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s s _ s, The eighth enclosure is from 'ponr KICr37M219001 (Stokes pp 3-4) including the strength data on" cylinders (lact' 6 age of enclosure).
Note the approvals on the next~ to-last sheit iil spite of the -
problems noted by Stokes. The comments on exposed aggregate are on the front sheet'uridor " comment N Clarification to Proposed Methoda", uppar right quad int of the sheet.
I am leaving blank space in case I have another encicaure
'he
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to describe when I get this to the printers.
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If there is further informat$ on' T can supply, please do not hesistatetocontactne,preferablyonohbefore29' June. ,
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, Wells.Edd1'eman '
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CC w/ enclosures: ' Charles Stokes. s y -%
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l . ki UNITED STATES OF AMERICA NUCLIAR REGULATORY C0! MISSION In the matter of CAROLIKA POWER k LIGriT CO. Et al. ) Docket 50-h00 Shearon Harris Nuclear Power Plant. Unit 1- ) C.L.
CEBTIFICATEOF SERVICE I hereby certify that copies of Letter of 6-2n6-84 to Board with Enclosures re Concrete Pour Packages and Stokes Affidavit on E-65 ;
HAVE been served this 26 day of June 198{,bydepositin the US hil, first-class postage prepaid, upon all parties whose names are listed below, except those whose nanes are tarked with
~
an asterisk, for whom service was accomplished by Including one copy of the entire 5% samole of nour nackages reviewed by Charles Stokes, 'i Judges James Kelley, Glenn Bright and Jamas Carpenter (1 copy each)
Atomic Safety and Licensing Board US Nuclear Megulatory Commission ,
Washington DC 20555 George F. Trowbrid E e (attorney for Applicants)
Shaw, Pittman, Potts & Trowbridge R.uthanne G. Miller 1600 M St. NW ASLB Panel ,
Washington, DC 20036 USNRC Washington DC 2055 5 a Office of the Executive Legal Director [ Spence MA-W. Perry - s Attn Docke ts 50-400/k01 0.L. f4As Room 840 USNRC s u 500 C St SW Washington DC 207h0 Washington DC 20555 Dan Read Docketing and Service Section (3x) CEA?EE/FLP Attn Docke ts 50-h00/h01 0.L. .
Raleigh,5707 NC Waveross Office of the Secretary 27606
""* LI"d" ** Litt1*
as ngton DC 20555 Governor's waste Ngt. Bd.
511 Albenarle B1dg ,
John Runkle -
St.
Granville Rd 325 N. Salisbun%11 Ralei@, C2 ,
Chapel Hill We 2751k Bradley W. Jones Robert Gruber USNRC Region II
~Travi s Payne Exec. Director 101 Marietta St.
Edelstein & Payne Public Staff Atlanta GA 30303 mox 12601 Box 991 Raleigh NC 27605 Raleigh NC 27602 Richard Wilson, M.D. Certified by h 729 Hunter St.
Apex NC 27502
s .. PORM'No.3787 -
, Exhibit 1 C
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v.* . Rev. 8 .
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, PLACEMENT SHNPP FILE
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REPCRT PLACEMENT NUvd.ER gggej g n
LCOAT.CM (sNC' . '.;E ELEV IF IN SL3G.) ' SCME LLIO '
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C. n .Ola u d ~ EsTiunEs 7~"/ 2:.AsT.Ty 2 9c I ~/ g .}. $ 7 j_ _ Ii\l~i e 'im sa:EvEn ra Es w a !
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y paCf.csso PL ACE.'. TENT 'AETHC.If_; IchECK APPLICA5LE SPACES)
."d g l Us.FCWEC SU'E l TR ANSPCRTING =
PL ACING VIBRATICN FINt!NfNG FCP'8EQ $Uq r WATER ,
Sucer O CHUTE D INTERNAL MCTEEL TFCWEL O rotus ALCN#' AET ggRLAP Q {
EdCACT O TREMrE g FCRM O woCo rt.3AT O TARPS C PCLYETHYLENE O i CONVEYCR .O DRor # R O na:R sRusa -O INSULAT:CN O Cut:No CoMeoue-E PUMP % C SROOM FN;$H O FCRMS & WATEROxuREr o l I TRuCx 0 RLasER s:AT O c .
OwTEC io
- L #3# #d"# C O 'E"V'CE * '* jeg M O 4,w war:% "" "'"'
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CCbMENT & C ARIFICATICN TO MC"CSEC MET 1-CDS l -
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PRIMARY MASGNRY DWG. NO.
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RATE CF RISE z'//W 2.S 4 . f i r o 2 F"P p :s' 4Ar l
CES. STRENGTH NAME IT L' Ft t 3 ;r gy, DESIGN MIX CODE ggl .
ggg j SCN SuSMiTi.NG ALL TriE A6GvE (f/! g, .
' PRE-PLACEMENT CONSTRUCTOR CONST.INSPECYlON QUALITY ASSURANCE l
[ l CHECKOUT CCNTACT SURFACES REr. Proc.
c.,J-d $~~
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%% '/}Y $ W 1 2 M & R m e// Pfl cATE INSPECTOR H l0.C. SGNCFF DATE MA.SIGACFF Widt Me t F0RMS t.,f-2. 't.
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af.Jol' )R Q&f(f&tl12Mh wW '
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-SS E dJ 9 C00E/50SMIC WELDING t - -~ -
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g' si CLEAN-UP 7s '[m33 I
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CONST " TOR IG FF (AREA SUPT) TIME: C.tf5)GNQFF TIME; /$.*Q7pg i DE N Rov AxMs DATCl'IY"b% 8] '
TIME OF START'
<&Yh 0ATEs ?*.A3- h , i
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A YDS. CONCFRTE YDS PLACED IN l, YA._w,m,s W,a. . jCCF0 FETE 4 iOIC I
! DELIVERED l ldl3 THIS PLACEMENT i :.
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t,' YARDS GROUT ' CONCRETE ! i 141i ! '(A,2, 3 pt Acgc,00 * .RE TE ! p, i g DELIVERED db' GROUT i l i 'l l E L S E '.'/H 2.:E 1 G.:'00 7 !
to i g p ACCEPTAti E OF PLACEMENT METHCCS & CC' P NESS CF A!;VE INFC%AT.CN g NAuE V udd . &telloxC_ TTtE- 7 .2 s - F.2 G . .T . enE 1.u-P.2.,
, , REMARKS (ATTACH RELEVANT REPORTS) l y- '> 90Am ma =%%4*d O' MctU = (? PIV'b .9 & RCO' 2.r-wd d 'pt- O*3 ~7 ;;h *fL o
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4 Numb-r of Test cylinders he numb r af test cylindsrs to b3 made under vericus canditions shall b3 as "[ l f211ovs: .
Min No. of Test Breaks cylinders 3 Day 7 Day 28 Day Extra Until final determination of each ~ _ .i design mix for each class of concrete placed in any one day.*
Zach 100 cu yd or fraction thereof 14 4 4 .4 2 i For each class of concrete of ;
determined mix placed in any one ,
I day-Each 100 cu yd or fraction thereof 4 - 1 2 1 R4 (or a minimum of one set per day) ,
- This is intended to cover only those new design mixes, created by modification of deter =ined design mixes, which have not been proven by the test lab prior,to their R7 t placement. When 100 or more test cylinders for a new design mix has proven the mix to be acceptable to the Engineer, the number of test cylinders r& quired for each
. 100 cu yd or fraction thereof may Le reduced to a minimum of 4.
The extra cylinders will only be tested if it is necessary to substantiate 7 or 28 day .
test results.
.5 Evaluation of Strength Tests ne concrete cylinders shall be tested for conpressive strength in accordance with ASTM C39. The strength level of the concrete shall be considered satis- -
factory if:
a - No individual strength test results falls more than 500 psi below the required class strength at 28 days.
I b - ne averages of all sets of three consecutiva strength test results equal or exceed the required class strength at 28 days.
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$ 3 _, ,
W C/M
! Concrete Materials and Mixes concrete Mixing and Transportation (,g(b. C g' h y and Concrete Testing ._) ,11
- 13. SAMPt.ING AND TESTING (Cont'd) l l
.,5 (Cont'd)
Each 28 day strength test result shall be the average of two cylinders from the same sanple. De variation between the two cylinders shall be not more than R4 five (5) percent of their average. A greater variation shall require testing ,
of the third (spare) cylinder to determine the average strength. If the third R9 cylinder strength " variation"is also greater than five (5) percent from the average, the R4 Owner shall determine the reason for such a wide variation in test results and rectify it.
he coefficient of variation for the tests on each mix as determined in accordance l ,
with ACI 214, shall not be greater than fif teen (15) percent. A greater variation 'R7 l vill require a review of concrete batching, mixing and transporting facilities i and procedures to assure a reduction in this coefficient to the required fif teen (15) percent or lower. Refer to AC1 214 for corralation between the coefficient of I variation and the average compressive strength require =ents.
.6 Test for Entrained Air and Consistency l . --... . .., s. .....a s . ..<.e. , <n meenrdance with ASTM C143
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R 9 CAROLINA POWER & LIGHT COMPANY Exhibit 2 i7/82 SHEARON HARRIS NUCLEAR POWER PLANT TP-15 POST PLACEMENT CHECKLIE PLACEMENT NO. I dMC19 O C0 I .0 CATION O M. e El LJ Jtl PI. ACED ~1 * ."13 - 92_. SURFACE AREA d!A END OF CURE '7 - 3C .- T 2 CURE CCPPOUND (AMOUNT) M 1=.k CURE / PROTECTION REQUIRDIENTS 6 y.:4 3 v id .s /cf m Fe.ukd Ordech m / 7 dw.4 w:e e,e_
- ~.
CHECKLIST l REMARKS I INITIALSI FINISH A. Steel Trowel N/A kA6 B. Wood Float M 8A M C. Broom Q1A [4 D. Hair Brush MlA ML8 E. Rubber Float NS [@
F. Kevvays Installed d /A M@
FORMS Form & Shoring Removal (o%elc. euept he A'c.qBQ NAS REPAIRS Type of Repair Required (Cosmetic OStructural chornsStillInPlace /24 6 la oe we. gan DfBED PLATES W/ SCREW-IN-STUDS Thread Engagement g/A SEISMIC CAP Proper Gap Maintained R>e htM6 6MI 76 place In p CURING / PROTECTION EXTENSIONS RDIARKS A. Water N /A SY- 1ckay 6 mois4- eMm k
B. Curing Comoeund Q/A l d /.A O//3 l C. Ponding d /A i d /h AAS i D. Burlae o /A y /A Ad E. Wet Sand OA O /A [Af3 F. Polyethlvlene AJ /A .0 /A 4 43 i G. Te=cerature /! O /A ! dd ';).q , t 5yF ! N'8 l l COMMENTS:
CONSTRUCTION INSPECTOR O . [me[ DATE I~/0 %
CONSTRUCTION INSPECTION SUPERVISO ,# J /! ., LDATE 8 .:' /-8 2-a s.
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. ATT.-C l ' + CAROLINA POWER & 7.IGHT CCMPANY AP-IX-05 i R:v.* ib- '
SHEARON HARRIS NUCLEAR POWER FI. ANT Exhibit 1 2/4/S2 FIELD CHANGE REQUEST / PERMANENT VAIVER b .
.nep.f?'; - C - J'76f Eage 1 cf Ib,Is Type of Request:
O h AsME Per:nanent Waiver to "use-as-is" '
O mE such m mui 1 -
O rield Change 'j f g AsxE section III Division 2 See' Recommended Action Nonconfor: nance Q . No Yes
[Q Report No. # c2 -c' ,5"o 7 O Non-Q j
Idcutification of Area and Item: /ow Ccncp.h >'e ff A en Cy l/UT So*~eab r
$cy pla c esa , c,f" / C 8 x W 2 9 0 C*y/
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i Conflict / Condition l Raferance Documents or Attachment c" A / -r//- C//- ( f'e e M . ,l'
/ 4 % . /7. ._9' o /ev. /D '
T4 e. d yr,du ct'sr rf af cylidts-r cost
,j, e ma.,f i e bx w2 90co/ fdled to * '$ Icv c A y psyd inYe Wnm .~2. $ $4tj % c4' NO .
S o00 y.r.5 . f$[] ,o/ec % ) 1? lC Y W g,.;,,. w,d1 % A sin 4 .2 yo '
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.s ec tta e/al cauente tart Raort . Jr/ac% d w.r <
R ccamended Action: O Please Investigate and Resolve I
[ Please Resolve as Follows bccf /kl }lAcemr~) a ar-ir .
REC .iVfD DOCUMENT CONT 401.
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SEP 171983 :
sas.mm a.crms a.g.p.
Justification: "/% e r e r ep-y e, " A " cy /' M c+" war ra-[it /4 8 sd A CN/ M y
., , s f cap <.) s' u T- A /o-lckos y Go y- n. to f*d of 70 hyf- M .A l Y& C a ,c~.a + w <- . rt> y s .,,;,.iey.;-;r .,ar.. gr<ri ~ rss *A
,,; o ,,,4 ,n eae*77 o+ &a- r e oo / r.< detip , ryaoee ,J . 7A/W
'lr ef* ,, fp.d g/tvelylty Acr l0 W brt.lCl' oh ^1 ~7 2 / * *'/"- Ur uN "'**' CrebC. . ,
equestec by: Site Approval: CArge,osy y
D #'y Discipline Engif. ear u /:* fI ? 2- _ e 85 Ya b inF7" /2///d/ - lC Date Senior Resi6dn: EEizineer Date
l . ....-...,.. _- . _
APT *001 , -
- .Rev. 18 AP-IX -05",, ,
2/4/82 Exhibit.".' u-
/*-
Mim/PW <C - 87/> Page 2 of 8 ,h/
l D sign Organization Approval O AI O Nsss NPEa only C Other Telephone Resolution O Yes O*
I O Approved as Recommended Design Organization Attachments C Yes O Rejected O Condicional Approval O. 3 This change requires the following Document (s) (Specification, Drawing, SAR, etc.)
to be changed Conuments:
l l
Sigcature Title Date Signature Title Date l M/M/T C6/dd./G8 A /D CP&L Harris Plant Engineering Approval uEdr ftC47"!ON N0fAEC HPES Attachments des O No Approved as Reccmmended O Rejected O Conditional Approval i
TE3 T G#f4 /f] A,<96 .A77AC Hfa
\;
1// 6l8.7 Discipline Engine'er Date
' $ dl/} 0 d h m > M ew u 9//6/83 ;
FEFE or FPE La c'e Site Concurrence: Recommend -Q Implementation l
O Alternate Resolution O Reieecea dW / X. M , chf
'senter Residene Eneineer Date i Distribution:
(Original) Docn=ent Centrol ( #7 l
(Coev) W. O - /'2eNr * -
(Cepy) f. / , /,/, /4, <_j- (Copy) -
j Implan.entation Completed as Approved? m /
W Tes Conuments:
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Date Final Distribution:
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SHEARON HARRIS TL' CLEAR Pok'IR PLANT ' ' :'/
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FIELD INSPECTION REPORT FOR REI?; FORCING STEEL 54 // . 1s Placement lio. ( / N I- 2 / [> 0 0 Y Eheet[of M Location /)A< ! fl0 ] 00 n lri ,.mn! 'l%lhl .,, a Drawings CAR-2167-G- C6/ 2 %if c */ </ O L / 5' 6d/6 C4 / ') es g f' c of j
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Exhibit 1 TP-22 l CAROLINA POLT.R & LIGHT .
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SHEARON HARRIS UCCLEAR POWER PLANT i, FIELD INSPECTION REPORT FOR REINFORCING STEEL d Placer.ent No. / C. 3 J d 2 /C o o f Shee: 2 of I Location ldn,/ lb ./ 0slcl,,M.ve-/ Zor$. a Drawings CAR-2167-G- D6 / 2- C0 /8 0 4 / </ OL /T C0 / d' c(, / ) O(, /l' -7 o (.4 / 9 INSI ECTION OUANTITY
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CAROLINA Pok'ER & LIGHT COMPANY SHEARON HARRIS NCCLEAR ?OWP.R PLANT FIELD CHANGE REQUEST / PEP.".ANINT WAIVER CLOSE OUT* l
- Note: This form is to be used to document implementation of PCR/PW's written prior to revision 12 of Exhibit 1.
FCR/PW o. EAR laplementation Completed as Approved? No l Comments: DOCUMENT CONTROL g 7.7$T.09 Gir,2 T , l h MAR 211979
.I'sbyCG.! u 1.5-SHIARON HARRIS N P P' tAJ// WYs
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WEATilER: ( }-tLEAR ( ) OVERCAST ( ) RAIN ( ) OTilER ( ) IlAZY ( ) FOC ( ) P. CLOUDY AIR UNIT TEST CYLINDERS TRUCK TIME TRUCK TICKET SLUMP TEMP. THERM. Allt METER UNIT Vf. SCALE WATER RESULTS SET NO. SAMPLED YARDS NO. (IN.) (OF) NO. (7.) NO. WF. BUCKET NO. ADDED DgY DgY gY gY NO. REMARKS 29 10 ro 6 13s99 2 Y'l b3 t/ss3 ^
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. , , CAROLINA POL'ER & LICHT COMPANY f SHEARON BARRIS NUCLEAR POWER PLANT - ;
POST PLACDiENT CHECKLIST FLACIMElfr NO. f CBiMood LOCATION deM.4 l Ed4.OM . PLACID W) tile: An.3mNo e6' al. sti 4e 354' I
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- I aD 0r CURE sltelet l CURE / PROTECTION REQUIRDfENTS Ex W e4 CMECKLIST RD' ARKS INITIALS i Torm [ WDb^% b rwAL (CW.6 t'essove.A 8 ' M -fi 'O t
$CMA*E77 Estu'xs Fe?crero dosusk<'e Ostu S I CURINC/ PROTECTION ,
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D. Burlap M /4 gQ l E. Wet Sand Qg g F. Polyethlylene gg g ; C. Temperature $t 7dgs>$0"F #4 I EXTENSIONS (DR's Speed Letters, Poor Practice Condition Reports) A. Cure MIA 44 . i B. Protection g JA gQ FINISH f A. Steel Trovel O JA kd B. Wood Float MIA A4 C. Eroom (,) / A - ML6 _ _D Esir Brush M/A pQ E. Rubber Float N/A M F.AcueWeb6a k N A% CONSTRUCTION INSPECTOR all b M b Ld b DATE F-95-F1 i CONSTRUCTION INSPECTION SUPERVISOR LLD.MM a , DATE 8 266l l J
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