ML20245J161
| ML20245J161 | |
| Person / Time | |
|---|---|
| Site: | Browns Ferry  |
| Issue date: | 06/05/1989 |
| From: | Michael Ray TENNESSEE VALLEY AUTHORITY |
| To: | NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
| Shared Package | |
| ML20245J165 | List:
|
| References | |
| NUDOCS 8906300201 | |
| Download: ML20245J161 (70) | |
Text
- - - _ - - _ _ _ _ - -
l TENNESSEE VALLEY AUTHORITY CH ATTANOOGA, TENNESSEE 37401 SN 1578 Lookout Place 90N 051989 l
U.S. Nuclear Regulatory Commission ATTN:
Document Control Desk Hashington, D.C.
20555 Gentlemen:
l l
In the Matter of
)
Docket Nos. 50-259 Tennessee Valley Authority
)
50-260 50-296 BROWNS FERRY NUCLEAR PLANT (BFN) - ADDITIONAL INFORMATION CONCERNING THE TECHNICAL RESOLUTION OF THE CLAY PIPE ISSUE This letter provides additional information concerning the technical i
resolution of the nonseismically qualified discharge piping for the emergency equipment cooling water (EECH) system.
This information was requested in a meeting between TVA and the NRC Paff at the NRC office in Rockville, Maryland on March 14 1989.
The information requested was also addressed in the meeting summary letter from Gerald E. Gears to TVA dated April 3, 1989. provides TVA's response to specific NRC concerns.
provides the EECH pressure drop calculation to demonstrate that the EECH system is capable of providing adequate flow to all essential users based on worst case conditions. Enclosure 4 provides marked-up system flow diagrams indicating the proposed modifications.
4 contains a list of commitments.
If you have any questions, please telephone Patrick P. Carier, Manager of Site Licensing, BFN, at (205) 729-3570.
Very truly yours, TENNESSEE VALLEY AUTHORITY NN'7\\\\cq k N
Managerf/ Nuclearl Licensing and Regulatory Affairs Enclosures cc:
See page 2
[OP I
8201 890605 p
- ,OCK 050002e;p FDC 4
An Equal opportunity Employer j
..u_________________________________________________
_ GUN 051989 U.S. Nuclear Regul4 tory Commission I
cc (Enclosures):
Ms. S. C. Black, Assistant Director for Projects TVA Projects Division U.S. Nuclear Regulatory Commission One White Flint, North 11555 Rockville Pike Rockville, Maryland 20852 Mr. B. A. Hilson, Assistant Director for Inspection Programs TVA Projects Division U.S. Nuclear Regulatory Commission Region II 101 Marietta Street, NH, Suite 2900 Atlanta, Georgia 30323 Browns Ferry Resident Inspector Browns Ferry Nuclear Plant Route 12, Box 637 Athens, Alabama 35609-2000 f
l 1
i ENCLOSURE 1 l
CLAY PIPE ISSUE COMMITMENT t'
The modifications to reroute the three emergency equipment cooling water l
(EECW) discharge paths which discharge into the vitrified clay pipe to seismically qualified EECW discharge piping will be completed before tensioning the reactor vessel head.
l h
I ENCLOSURE 2 TVA'S RESPONSE TO NRC'S CONCERNS 1.
NRC Concern:
To what code will the proposed modifications be designed?
TVA Response:
The emergency equipment cooling water (EECW) System Design Criteria, BFN-50-7067 Revision 1, Section 3.8.(2) and Final Safety Analysis Report (FSAR) Section 10.10.4 require the rerouted EECH discharge lines to be designed in accordance with USAS B31.1 (1967 edition).
j 2.
NRC Concern:
What potential technical specification issues need to be addressed if the modifications have not been made before
)
the reactor vessel head has been tensioned closed?
TVA Response:
The modifications for the proposed reroutes will be completed before tensioning the reactor vessel head; therefcre, no technical specification problems are anticipated pertaining to any mode changes at BFN.
Interim measures are documented as special requirements in the safety evaluations for each Design Change Notice to facilitate implementation of each proposed reroute.
These measures allow various EECH supplied users to be taken out of service while modifications are being made without violating any technical specification requirements.
3.
NRC Concern:
What are the effects of the proposed modifications on other Unit 2 systems or other Browns Ferry units as described in the FSAR?
TVA Response:
The proposed modifications will not adversely affect the performance of any other unit 2 systems or any other Browns Ferry units.
The proposed modifications involve equipment required for operability of each unit at BFN; therefore, the new configuration will support restart of any additional units after unit 2.
As stated above, interim measures are taken during implementation to ensure all affected systems are maintained within technical specification limits.
+ L bb L
!:l-l.;, :-
l,:
l-
!j ':
?'
e:
M l
l 9
J lLOSURE 3-3 DROP CALCULATION 9
1
?i p
5.
i
.h f
l l
ENCLOSURE 3 EECW PRESSURE DROP CALCULATION
._=
pet l%I, / SI I
/,
_a,........
W 4IA W.
L. u;;y y9
[*, *L'~'bwwouw m
cat.CULATION CROSS REFERENCE SYSTEM INPUT FORM tcc pote,ece 10: l'1*l*l-liEJ-l'P18191 OArc : 1 15J / Lot"J / L8 U teo> r: cmc: tej 4 g LOG tColf tre tot 12151Fj. [z1]J.1412121/1 5
9 cArtil91jftattj/dLJ g ; g cy,,
v. vtRIFT CALC truc n.ca ess o e sca pcv.
i IElBI IM1010l210[617181810l31416l l l l l l 1l lol0lal cu.c to: LC3 IBlFlNl M
tsittiIPIRIEISISitll RIEL IDIRiol I ICI !LIClul IAIT l ol I IF1 lRI (ElEICIWI IS YlSITIEIMI I lt P IlNIG1 I I f
P A
L il N 0
l P lI I
i 1Il1IIIIIIi1Il_IIiiIIIl1IIIIIIi1IIl l 1IIIIIIliIIIll 1l I
Ii1IIIIIIIIl l Il I1IIIIIIIIi1IllIIII IIIIIIIIIIlIIil l 1 i
twi t..... llJ L2J 13J U r ra.... I I I i 1 1 I I I I I I I I I I ct. ass.. LEU R!ws 601Lo!'c.. (0,,J0j
- $.,,, lC I. 'liIi1l 1 I I I L,J,j '4*ece,1 1 ! ! 1 ! ! I I I I ! I sys tta.. 10!6171 estaance,$l-ISIIIIIIIII!Ii1 coon'...1IIII ar vitete. lliblCI l I I i 1 1 1 I ! 1 I l' status.LJ l
CLC4A110rs.l l Ill
[5.'.. ~'b I!/0 E..t 1J/! I !/ b U 3?'....! i i i i i i i i i i i e.rtwo. lEisisioisi EUc'.'.~.t_U/LU/LU i
k*lrc,r.. tYJ
{
RCNAp(D C ALC tvrt PL wt ena~C.
wuwere pcv.
ca.c fo: LLJ Ll l i l'U 111111111lillI1111111 Il!I "f NjD o,o (fjIEIE'CMi'S!Y!S! I i i i i! >'!t t i!!I LjiiiiIi 'Ii!! I I I ! ! ' I i ! j_j (AJ IP'R!E15 tSt !DIRIOfPJ ! * ! t !!!IqlI,LJ I,e ! I i 1 ! l II i l 1t III!l l l l t i II LAJ'Irit toiwi >AinlAltiy4 til51 1 1 1 I I I I I I I LJ LI I I I I I I I I I ! I I I I I I I I I I I I LAj iPiEIRlFlotAIMIAINlclEl i I I I I I ' I I I I I LJ l I I I I I I I I I I I I I I I I I I I I I I I U t,I I I I i Ll..! l_1 1 I IIIIIIIIIII U 'l i I I I I I I I I I I ! l I I I I I l i I I I CROSS PCFERC'CE l'W1 l
A/O P.$'$f/58 fvPC PLANT 68ucw rafter
- Ev.
tdj
[SjSJ LC.LJ 181FINI IMIE 18l IMIElB18141019121810l 101 l l l ll l tl l010l31 l(j
[P.LJ LDLJ 18 tFINl
[HIEj81 121-1417151815191-111 l l l l l l l 1ll pll lI l LAJ LPl.)
LDJd IBlFINI LqEjoj
[31,t41"l!E1815191-il_1 1 I I I I I I I I i 1010161 LAJ LP U LDLJ IBIFINI
[ HIE 18) 131-14111E!815191-12.1 1 IIIIIIIIi 101014-l W
0J K _ J81 FIN { _ p EIBl. _
-1417lE1814141-11! I I I I I 1 1 I I ! -l01014l -
(11 LAJ LPLJ
[D.]M
[BIFIHj NIE16]
1 1 14t7 E Bl4141-121 1 I I I I i l l l l 1010161 2
iI LAJ LPU LDig IBIFW1 INIElbf 131-1411tE18161st-171 l 1 l 11IIil l 101012,1 LAJ LP_U ID.iWJ LBLF,1@
(NIElBI till[pliLSILL !Il 1 1 L.t_1..LU L.L.LJ 10lolHI tal LPy (D_1g FN IBl I )
[HIElBI 14171Wl415lll-12.1 1 I I i 1 1 I I I l Lj 1010lFl
. [6]
LPU LDjg (BlFidl IMIEl I 14111Wl415 f f t-13] l IIIIIl l 11Il 10101El B
1 LAJ P
4 LU LDU IBIF1 1 IMIElbf 14171w1415111 141 i l 1iiiIIiiII LORL4J to)
LPy
[D[g (BgjNJ IMIEloj 14t?lwl41501-151 1 I I I i 1 t i I I I i 10lolLI
(
(
ATTACHMINT E
%QQ Sheet 2 of 2 t
CALCULATION CROSS hEFERENCE SYSTEM INPUT FORM-o cross Iwt
,,,c o.
- g:
- !C'N'
[B FiNI IH!E18i (M ID t0l2101617 t S t8:0:314:61 I i i i i it totot or 1
1 4/c
- /sas/sa tvet PLun asa o
- oeta erv.
LAj LPLJ ID!wl 18tFl41
[M!t !B t.. @n tW!4lntl F ifi I t 1iitii t tt
[0!O 'D i LA)
IP' I LD.LJ IBiFiNI
[ Hic!31 14!7 tm4t';;l t-!!'01 f f II I i t I i if tototD e LAJ
@LJ IDlWI
[8 t FtNi IMIE!bf 1417tWI4 5lf I-tfi I !tiiI i 1it t I tot 2if l
Ife i IDtWt (BIF dt 1K1516l
[4i7 'Wi&I 5t i t-t 7: i it i t i i i i iI t o t 213 '
LAj (91j IDIWI L@LLj
[MtEiSI 14 71M 5:0i6 !- e l l i f p! t tiiiiii toiciE iPi !
(DiWI lBIFiN!
INiEibi 14t7:w 5!Si61-!3: i t iiie i i ' i i !
totalci LA '
IPs 10 W' IB'Fidi
[HE iB!
[4i7:Wi5 i8 tLi-i 5 i i i !e i e ' ' i i
to toisi LA,'
iPi i ID'M IB F'N' IH!Et61 1417:WIStB!7 -ili
- i e i t i i i e i iI (Oto Bi LAJ (P 1 ID !WI 186FiNi
[ Nit tB p d r7 tM 5ts t 71-t 2.t t t i a e i ei't totoi8:
(Pi i
!DiWI IBiFiWi (Mieist
[4i7 tM 9: 3t 5s-ti t t i. i i i t i i t i i tointzi A
PIii D'We IB'FINI IMiEfBt (4d 7 tM 91315 t-13 t t
- LJ 1 eiei t i t t t to 10it (PIi ID'WI IB iF idt IMIE*6 Ifi7iwt9!3lSt-t5: i i i eieiiiii toicis t LA) tPi i (D;WI
[8'FtN
[M!E iB l4t7:Wi983ist t7: i e i e i i e ie i i to ld i61 il IP' '
ID %
[B: fin!
IM'EIBt 4 l? W' 414 t41 -!Z ' ' '
i it ' ' '
'I i
1 toio tEt t_AJ P!ii DW IB' fin; IMitiBf 4
1 i7 M ft4 si-i4 i ; t i
- i i i i e i
toiciA i LAJ IP l I tD'We 16ff'Ni IH'EiBf
[4 i71Wi4144 6-f l il l t i e ' s e i i i i i tototAt P
tt !
IDiWi IB iF 'N o
[MIEiBI 1417lM4 :4!s i-15i i ! I
' ' ' ' I t ie i totitZt A
PLii
'A 'WI (BiFiW e IMtE 'S!
If.17tW:+t4166 fl i7 i !If i ' i i t i I lot oil i Lj A
L _i IP (DiWe
[SiFiNi
[MtEiBt 14t/tM 5IB t5t H 1i! ! !it i i t i i toiotSt A
Lj lP: 1 IDWi EF_;Wj
[M't ot 14r7 twists t5i-t : i ; ; !ItiIiitt gogo 94; 2
LAJ IPt i IDiWt
[Biridt igie: Bl lii7twi+totst-il! i i i t i I ! I i !It jo t2.tsi j
9 18 I lDLJ I lFt4I (M!Ei6f ll 17tM4:015 -l 2 tiIiiIiiff i I to ie t yi I
B f
LOJ
!Pi i IDtW4 1BiFiR IM!E !Sl 13t7 twtLO t5 k !4! I I i t !III If I 1 (otoiFj d
P L)
LLJ lDjW_j
[B1FiNI IMIEfBI lo t-8317 !W!Ef o lG'-!5f ! I ' ' ! ' I ! f J 1010 tot II i
[p.Lj
[B'FINi PilEiSt il I71W3 toIOf-19f f IIIiiIII i Ii tolot&1 LA,;.; [Pi i D wl (BtFtNI (M'EiSt ti l7 ?N 9 2ist-! 1 8 i tii'I i ! IiI pio 8e 4
Ife t
'_D Wi
!B IF'N t
[Nt E 'B i ti l7twi9 8 2iS!-tS!tifiI I i i i i ei g
ig,
- p,-
--!D Wi m S'F'N:-
jHiE $1
[4l7lMf s tSt-fl e I
a tt i ei I ' +
a gi LI,'
ID W
!B'Fith
{M'E s; 14!7iwis'a'8' t2 i i i t i i'i ei**
P gog A
L __,'
DWl l$:F N'
[ME'8' 14 ' 7 Wi 5 'B 'B f-4:
i I ' l ' i ''
l0 i0 % i
!d;
[P i '
to'Ni 16tF'Ni INiEiBI
!NiDlQ1010 6i7t$tgiciOili9 1
e i iiat to ic e; 1
- P ' '
[T R '
[BiFiN1
[Nf iB1 18 tF if/'- 16 tT!R tD f-10'2tsi l i !1 I I I I to lo t2.t LA,'
L5_L,j g
[B iFNI IN 'E 'BI iS f5 f Fill IA III IN!01. ! i657!-i.T!3 8 Ii i tofollt l.)
L L,,]
li1 1Iil Iiil i 11 8 I IIIfIIIifII IIIII IIII
(
tva sos 92 'cNE e ssi DNE CALCULATIONS TITLE PLANT / UNIT Pressure Drop Calculation For EECW (System 67) Piping BFN/1-3 PREPARING ORGAN 12 Af TON KEY NOUNS (Consult RIMS DESCRIPTORS LIST)
PI-TEP-BWP-HCG EECW, Headloss, Pressure BR ANCH/P AOJECT IDE NTIFIE RS Each time tnese calcuestions are esswed, preparers rnwst ensure that the or@nal (RO) RIMS accessica numoer is f elled in.
MD-Q2067-880346 Aev (for RIMS' use)
RIMS accession number aa E 04
'89 0509 200 APPLICABLE DESIGN OOCUMENTisi BTN-50-7067R1, DIM-l&-2.
R_
B P.i-50-702 4 R2, DIM-1. -26
-3.
R
$AR SECTiONts)
UN D $ YSTEM(St 67/24 R,,,,
Revision 0 Pd R2 R3 Safety f etatedP Yes C No O ECN No, (or encicate Not Appl 4ao6el
'4 / A Staternent of Problemt This calculation 15 serlorsed to satisiv resanning
)
Preparedf/g g..
resuiresents uncer lettaen 5 cf ifk 5!F1 Nc. 67-53
/
g, becked g /tg f/4/(9 shich is tBe response to Caservatten ko. SF-!M 5
( jul/A M U.f K1;u o tientshag th! Calculation ' tits 3rstes Pressure Drco Calculation', PEI'84 0928 010, F3 for revision.
(,
Appeeved /)
This calculation is also tenfig stricreed tesard yt nsolution cf Ct4E he.)ff87009 (Clay Pise issuel andP/Lltess 2-2113, 2-0068, 2-0080 and 2-0921.
Dau 5 V
jg This ululatip n tung nrfened to gnenute List all pages added that the ((CW Ivstes hrdraulat resistances are ja! by this tevision.
adasustely Ice considering the flor desand free
}
List all pages deleted all essential users in addition 10 the effect of 3;f by this revision.
line breats in the sodius hypochlorate systes.
$*I List a:1 pages changed This calculatsen susersects Calculation by this revision.
P.El'84 0928 010. R3.
Abstract This calculation analyses the IECs pising of nine (9) essential users These calculations contairi ari unverified assurnetionis) to detersine the total dynaast headless throughout the cesconents ((CW that triust be verified later.
Yes O No @
fles sath fres EECW puso intate to the discharge catch testa. The g
gg difference tetseen the cesconents disttarge goint and the EECWsuasintate. The sus of dynesic and statat losses corresponding to each tescenent are subtracted free an appropriately derated puss head for a cuantity defined as sargin. A pos'tive sargin indstates the resistante of the tesponents f!ce satt configuration as adequately los persitting the recuired EEClf flos while a negative sargin toditates that tfie recuired fles say not be available for the assused conditions.
The assused conditions antlude the fo!!cstegs h op Derating 27 Percent
.a Header (cading All (ssential Users
- Preten Hypoth] Ltees Pusos Ocerating = One on North Headert One on South Hester Pusp Intele El 5 ? ft. (Breech of Wheeler Cas) s torrosion level e-4Hearattle Fcr Carten Steel Table !! thces asong the nine tcaponent Iceps analy:ed rath here signalstantly pesstive targaris estest the U3 St6A enith has a larce negattie sargin. This Ce4ttency has teen greviouser scenttited and is aggressed in 8:2'88 1:06 013.
TN!$ !$ An !!5tuf!AL CALCutailait O
u.<,os.im.
uo,e c.,wia as.a Ries set c' ccater.
b u.croum ean reiu,n caicui,i.oni to: Calculation Library u.croe.im.ao oeiirov. O Aooren :
VT6-C123 cc: RIV5, SL 26 C K
<$9
'hbl*
l0 g;,[h 'I
/ [,8[%4 4
IMAGE EVALUATION
//gp \\[~
'%f/
TEST TARGET (MT-3) gk g
I.0 lt W W ylll Bile l'l.I
[ " bE l
'l18 1.25 1.4 l 1.6 i
4 150mm -
4 6"
l
//k b%
+f/A e>e,y,y,,,,%,
//pN s
o,
.ey 4(0*
Qs, re.
t
A f
4 0
IMAGE EVALUATION
\\[///
TEST TARGET (MT-3)
/
T' a,
\\pf77
!k (4
" L" 1.0 BE l,l
~
lllll?+
M8 1.25 I
l.4 I
lll=1.6 l
l
=
4-150mm
,. ~. - -
4___
6" sf P,
[h ///4%
y, p
///h
( >p,,,,,
%;3 b
I lg
//
'(fff IMAGE EVALUATION Y/g/
TEST TARGET (MT-3)
/
f
- b, c
%/Y//<>
/g i
Y+
v I.0 422 l,l I-Ei M
l.25 i
1.4 11 1 i
ll m.6 e
l 4-150mm -
4 _. _.. _. _
6" g
8,.
~
ohy,,,,
\\
l
-._n
9 e +'
i
.:s."
' g,,
IMAGE EVALUATION 7'+
v
/
',' lf 'd,'y
'b f7 TEST TARGET (MT-3) jf/gg frg' fh gjfp py,/,y n //,7
,q.
l.0 l
??
!!hMs
^
j,l La
' i.25[u gr-a 150mm 4__..__._.-._-.--
4___
6" fh p
g
+ ( $p4,\\\\
'Syp 81 3
Q h p,,
- R '
g, yj j
._,---.-c
-,---,w---
- E.F-a.1
- e. L i o du.m u i 6
.S a s; 1 M 1 CALCULATION DESIGN VERIFICATION (INDEPENDENT REVIEW) FORM l
MD-Q2067-880346 0
Calculation No.
evision Method of design verification (independent review) used (check method used):
1.
Design Review
/
2.
Alternate Calculation 3.
Qualification Test Justification (explain below):
l Method 1:
In the design revie,t method, justify the technical adequacy of the calculation and explain how the adequacy was verified (calculation is similar to another, based on accepted handbook methods, appropriate sensitivity studies included for confidence, etc.).
l l
Method 2:
In the alternhte calculation method, identify the pages where the alternate calculation has been included in the calculation package and explair. why this method is adequate.
Method 3: In the qualification test method, identify the QA documented source (s) where testing adequately demonstrates the adequacy of this calculation and explain.
W/r e-t me iii A nr '
i s p 7, A' O* p er-= -
e j 4.-ists-*->-,/ss -.
D e, / is: i Ci :~ -
>- -n, s -./ w x -
m e.- r isnn -
12/= e, /J c~ m_//9 4'C'f~' *-
' AL 1A
/Pri;s -., u # 4 / r'".
e
~
/'s,sc1:>1.. NAl
, isi--~
v A cr o,, e,.-. r>c
-. h s:2o o:.si=-
% :V w,.-c-
~
Lsus,c,s</<As*
4 0x:;::a e sy g.s,,s/ b d t -- ~/. _s/ i,, e, wc.
rze r, J io_ st m/> < r i e~
xin i 1. >M
-r-ssp - s se 7 r>> 2 :/ws3
-7~/Js <
se A >,s E=~'< r r=~i iih > ----- /,,
iOrc>, e.ms1 m m
& L/
- iy
/*l
/]/2.
/~h 1[ >
jg
_s 1
'h b f a ct I
Desi gn Veri f ier ] _ C/~ ' RWA'W f/'
a
'Da'te '
~
(Independent Reviewer) l
.- 9 _
i-a s
REVISION. LOG Te n,. Pressure Drop Calculation For EECW (System 67) Piping MD-Q2067-880346
"';';l "
DESCRIPTION OF REVISION "l'
y O
Initial Issue
,_,,.em
.-aree*M-e** * * * ' *
- U T V A 1013e (E N D E b 4 7 8 )
E r1D-02067-880346 Sheet Of I'
f:Ett Untt 2 Restart C,d f 4/89 Date Preccure Drop Calculation,.
Prepared By For CECW System Piping 7
Drowns Ferry Nuclear Plant Chec t:ed ByNC Date 43)
TABLE OF CONTENTS Ees1 Lee Iille Ecse Pevision Log i
Table
.'f Contents 2
1.0 Purpost 3
2.0 Design Input Data 4
0.0 Assumptions 4
j 4.0 Justi ficatior of Assumptions 5
5.0 References 6
6.0 Discussion 9
7.O Method 9
8.O Results 13 9.O Conc 1usions 15 1
10.0 Appendixes 39 - 59 (Ref 5.22 through Ref 5.29 and 5.32) 11.0 Attachments 60 -102 (Ref 5.1 through 5.15)
C-
-m__...__.-___
'E MD-02067-880346 Sheet __k___Of__#*(__
.EFN Unit 2 Restart
% assure Drop Cal c ul at i on Prepared By_i d __Date__# T_8*
For EECW System Pipino 9rowns Ferry Nuc1 ear P1 ant Checied By M __Date_
4_[8) 1.O F_gep g g i
This analysis is being performed to satisfy remaining requirements under Section 5 of BFN SSFI No.
67-53 which is the respon.W to Observation No.
BF-SMK-5, Rev 1 identi f ying DNE Calculation "EECW System Pressure Drop Calculation", MEB'84 0928 010, R2 'or revision.
This calculation is also being performed toward resoluticn of CADP No.BFP89009 (Clay Pipe issue) and P/L Items 2-2113, 2-0068. 2-0080 and 2-0921 as i dent i fi ed i n Pe f 5. 28.
In addition to the above reasons the calculation is being performed to demonstrate that the EECW System can withstand the loss of water that would be associated with a line break in the sodium hypochlorite system.
This calculation therefore supersedes DNE Calculation "EECW System Pressure Drop Calculation", MEB'84 0928 010, R3.
This calculation determines hydraulic 1osses throughout portions of EECW supply and discharge piping which provide cooling water to essential users as required to support Unit 2 restart during Mode OG7-01-M-S.
The calculation further determines whether or not the total resistance (based on 40 year plant li fe corrosion) in the available flow path for each component is sufficiently low or alternately too high to permit adequate EECW cooling.
l h-m---_.___-_-__________
o 1
MD-02067-880346 Sh e e t __I__ _ O f __,.,
BFM Unit 2 Restart
- resrure Drop Calculation Pr ep ar ed Byf_M__Da t e__Q8' For EECW System Piping j
i Orowns Ferry Nuc1 ear P1 ant Checled By M __Date_[/_
.3 2.0 E251GO 10291 Dg13 1.
System layout as defined in TVA drawings (Ptf 5.1 to 5.15) 2.
Peservior level of elevation 529 corresponds to Breech of Wheeler Dam.
i 1
3.
Unless otherwise designated, corrosion level of carbon steel piping corresponds to 40 year plant life as speci fi ed in Fig 7 of DS-M2.5.1, Rev 4 (Pef 5.16).
I 4
The minimum required flow rates to individual components for all essential users are as defined in Ref 5.20.
The resulting fl aw requirements are shown in Table XI of t hi s c alcul at i on.
5.
The maximum flow loss due to a break in the Hypochlor19e System Non-Ouali fied piping lines is speci fied in Pef 5.29 and 5.30 as 56 gpm per injection line.
3 0 655U2911205 1.0 Both operating EECW pumps (one on the North header and one cin the South Header) are both degraded equal 1y.
2.0 The maximum flow avail able will be based on an average of the EECW Pump degradations at the design fIowrate of 4500 gpm for all eight pumps.
These values are speci fied in Pef 5.19, Sheet 8, which gives an average pump degradation of 27.14 percent.
3.0 All loops containing temperature control valves will require maximum flow i.e.
no throttling at the TCV.
4.0 All non-essential loads are receiving their cooling water from raw cooling water (RCW) System 24. Therefore these loads are isolated from the EECW System.
5.0 EECW loads are evenly split between the North and South Headers.
6.O Perouted discharge connections used for U1/U2 Control Bay Chillers, U2 SDBR and U3 Control Bay Chiller are estimates based on.si: etches _f r.om t he.-DCN's -i ndi c at ed - i n-Fe f 5. 2 7. - ---
. g-02067-880346 Sheet __{___Of__##$__
sm Uni t 2 Restart hmgr.u r e Drop Calculation Prepared By $__ _Da t e[_d_/ e 9 eg EECW System Ptpina krewris Ferry Nuc] ear kl an t.
Checked ByNLh__Date_
8[
,4.0.!U21.111$21120 0 f 63;uggligg3
,hsumptions 1.0 and 2.0:
Pef 5.19, Sheet 8,
gives degradation of the eluht pumps as 33.22, 21.12, 24.40, 13.52, 27.55, 22.72, 22.80 and 26.08 percent.
The average i s 27.14 percent.
Using the best performing pump of 18.52 percent as a reference and degrading it an additional 10 percent gives 27.65 percent which compares to the average.
This parallels the standard practice of degrading new pumps 10-percent, but is more conservative.
Assumption 3.0:
This condition maintains the system flow demand at maximum values and is therefore conservative.
Assumption 4.0:
Pefer to Ref 5.19, Sheet 7,
item 4.
i 1
Assumption 5.O.
l I
It can be shown irom PPf 5.1 and 5.4 that the restetances 1 rom pump l
dircharges along the Nor th and South supply headers + m. t he c ommon i
supply tee to any load are of negligible di f f erence and ther ef or e the EECW 1 cad centributiens ere cons 1dered even1y splat between there two supply coutces.
-hZ/y/v,/e5 Ass mption 6. 0:
_.~
j The discharges from U1/U2 Contrel Bay Chil1ers, U2 SDBR and U3 Control Bay Chiller are are rerouted from RCW (System 24) discharge header to EECW (System 67) discharge header in accordance with the requirements of Pef 5.27.
Since the involved piping connections are short runs of approximately 8 feet or less the actual routing when avai1able from issued drawings should ref1ect minor differences from the assumed routing.
The hydraulic losses when computed from the geometry of actual connections should differ only slightly from the losses shown herein.
wy Sh ee t _y'____O f __s e g
@i00067-880346 L en.T Unit 2 Restart s est.ur e Drop Calcul ation Prepared By_kk __Date[_h/_89 r
%r EECW System Pipino BvM(__Date_[h_hf W ovn t, Ferry Nuclear Pl ant Checled
".o e:12aaaaa 5.1 EECW Flow Di agrams (CCD): 1-47E959-1 Roll I
2-47E859-1 RO11 l
2-47E859-1 ROO6 3-47E859-2 R004 5.2 FCW Flow Diagrams (CCD):
1-47EG44-2 R004 2-47E844-2 ROO6 5.3 ACCW Flow Diagrams (CCD):
3-47ES66-7 POO2 5.4 EECW Piping :
1 I
47W451-1RH, -ORF, -2RE, -4PH, -5PL, -7PD, -10RD TAC) 47W451-6R24, -7R23 (AD) 5.6 Standby D G Bldg - Exp sed Piping 47W586-1RE, -3RC, -5RB (AC) 5.7 Drains and Embedded Piping 47W587-1RB L-2RB 5.8 Reactor D1dg HVAC Piping 47W935-1 R12, -3R4. -5RS, -7RG (AD) 5.9 Reactor Bldg Piping CW,GS,& M-G Piping
.;7W446-2RE, -4RA, -11RA (AC) 47W446-5R12, -17P1 (AD) l
t
\\
MD-02067-880346 Sheet __2___Of_I_3___
i FFM Unit 2 Pestart W etcure Drop Calculation Prepared By_#k__Date_##f_/8]
'~, r ECCL 3 System Piping
?ro nc Ferry Nuclear Plant C hec t:ed Sy
_ _,_ _ D o t e.._ _ _..
5.10 St andby D G Bldg - Dr ains
?> Embeddted Piping 47W5C5-1 PD, -2PA (AC) l 5.11 Yard Piping - Bldg Drainage 17W405-1 R25, -OR7 (AD) 5.12 Pumping Sta & Water Treat - Piping & Eqpt 37W205-4RF (AC) 0-37W205-5 POOO (CCD) 5.13 Yard Piping Isometric - EECW 17W3OO-9PB (AC) 5.14 DG B1dg - Unit 2 - HVAC 17W925-4P8, ~5R5 (AC) 5.15 Standby DG Bldg - Exposed Piping 47W533-1RC, -2PB, & -4RA 5.16 Mech Design Std - Prensure Dr op Cal c ul at i on For Paw LJater Piping and Fittings, DS-M3.5.1, P4 5.17 Crane Technical Paper No.410, 23rd Printing, 1986.
5.18 DNE Calculation - EECW System Pressure Drop Calculation, MEB'84 0928 010, R3 5.19 DNE Calculation - EECW High Point Vent Check Functionality Veri fication of Diesel Generator Heat Exchanger Loop, B90 890210 204, RO mam___a_.
- n n ~;OE 7-8SO3-16 Sheet __$___Of_#__3___
IFN Unib 2 Pestert Prepared By______Date_'_ y E9 9 nmur e Drop Calcul ati on -
%:. r E~CW System Pipina i
5, owns "erry Nuc1 ear P1 ant Checked By
_h_Date M
I 5.00 Baseline Tast Requirements Document, BFN-BTFD-026, Pev.;, 830 87 08 1210 001 and Change No 1,
B30 88 0812 507 5.21 Transactions of the ASME, Apri1, 1944, " Pressure Loss in Elbows and Duct Branches", By Andrew Va:sonyl, Cambridge, i
- uass.
5.22 Contract 87NJG-75093A, Purc Peq NO. BFP7-OO9, Appendit G data sheet.
5.23 Contract 70C35-92302-2, Data Sheet 5H-431.
5.24 Contract 68C30-91068, Guaranteed Data - Sheet 2 5.25 Contract 74C35-85589, Data Sheet 6341.1.
5.26 Contract 74C35-84890-1, Data Sheet J2-A246.
{
5.27 Form 45D f rom W G Asl:ew to C W Fulwider dated March 16, 1989, enclosing sketches f rom DCN's H5120A lunit 1), H5121 (unit 2) and H5122A (unit 3).
5.28 Form 45D f r om W G Asi:ew to C W Fulwider dated Feb 2,
- 1989, identi fing eddi tional uafety related equipment to be included in the analysis.
5.29 Letter f r om Bechtel NAPC to TVA BFP Project Engr dated Aug 5, 1988.
5.30 DNE Calculation: "Hypochlorite Injection Pipe Failure",
MD-OOO50-88295.
5.31 Piping Bill of Material 47BM451-3 RO, Sheet 1 of 1, Mark No. 212.
5.32 BFN SSFI Action Item No 67-53, Attachment 3, Rev 1:
Response to Observation No BF-SMK-5, Rev 1.
5.33 Browns Ferry Nuc1 ear P1 ant "Petest of EECW F1ow Through U3 Shutdown Board Poom Chi 11ers" B22'88 1206 013.
. ~.,
.__m
re.c067-880346 Sheet __9___Of_[__E h Uni t 2 Pestart
- i.gsur e Dr op Cal c ul at i on Prepared By N ___Date_#ffff]
,c,,e EECM System Piping
~ dr,wn s Fer r y Nuc 1 e a r P3 ant Checied Dy
,h__Date [ d 1,0 EliGU55120 This calcul ation determines hydraulic losses under conditions of highest fl ow demand throughout representative portions of EECW supply and discharge piping which pr ovide cooling wat er to essential users as required to support Unit 2 restart during Mode 057-O!-M-S.
In addition, the calculation demonstrates whether or not the total resistance (based on 40 year plant life corrosion levels) In the available f l ow paths are 1ow enough to permit adequate EECW ccoling f1ows or alternately are too high and therefore would preclude adequate EECW cooling.
7.0 tigMgy Hydraulic 1osses throughout portions of the EECW system are computed based on the methods speci fied in Pef 5.16 and the piping con figur ations shown on AC drawings as 1isted in Pef 5.1 to 5.15.
Flow conditions analyzed correspond to the most demanding header f l ow with fully corroded carbon steel piping.
Headlosses are computed and totaled along the complete flow path which typically originates at Pump C-3 discharge, follows the North supply header to the exit tee of the components supply loop, procedes through the components supply proing until combining with the South header equal f l ow contribution, then passes through the components heat exchanger and discharge piping to combine wi th the discharges of one or more other components and enters the EECW discharge header to ex.t d
at an over flow basin.
The piping geometry as required for each flow path and the corresponding head loss computations are tabulated in enclosed spreadsheet Tables I through IX.
Each table consists of c on fi gur at i onal data as displayed in columns "A"
through "T"
and computational data as disp 1ayed in columns "V"
through
.,\\
"AO".
Each row of data in Table I through IX corresponds to an individual pipe segment which is anal y:ed end to end for headless contribution to the entire f l ow path.
e MD-02067-S80396 Sheet _'_0_ _ _ _ O 1_ _'_* S _ _
f BFN Unit 2 Restart Prescure Drop Calculation Pr ep ar ed By_#9__. *,at e[_/f_I_M i
For EECW System Piping Checked By k __Date_[_! 8)
I Brownc Ferry Nuclear Plant i
The spreadsheet columns A through AO are defined as f oll ows:
E21910 20d Desetigileg Egt (ggliggtgligggi Petgeeigt; i
A Node point at start of pipe segment.
B Node point at end of pipe segment.
C Nominal size of pipe, in.
D Pipe material: CS = carbon steel; ss = stainless steel.
E Length of pipe from start to end nodes, ft.
c..K Number of each type of elbow or valve as designated.
L..M Increaser or reducer at the end node.
N Number of ori fices.
O..O Nominal diameters of tee at the er'd node (minus denotes flow out; plus denotes fl ow i n :>.
The run of the tee consists of diameters D1 and D3 with D2 as the lateral.
Di ameters may be equal or unequal.
P Denotes flow path orientation through the tee in accordance with the convention of Pe f 5.16.
S Denotes nonpipe elements such as heat exchanger t.H X :1, strainer ( S t r :), or exit loss (EXIT.). et.
T Physical piping drawing for nodn analy:ed.
U Deleted
-:=.;
=
- -. ~ - - - - - -
1 i
i
MD-02067.-890346 Sheet Of
'#4
~~~~~~
~~~~~~~
EfN Unit 2 Restart roseure Drop Calculation Prepared By[_Y __Date_#/[_/89 o
Fer EECW System Pipinci Druwn: Ferry Nuclear klant Checked By
(__Date_
dj
$21200 ggd Dg;ggrigtigg [2E C200U12112001 C2C202.l2E2 V..W Same as columns A and B.
X Incide diameter of new pipe (in) minus 0.80 in. or alternate corrosion allowance as specified at top of column.
Y C-factor of pipe: C = 55 for carbon steel (or alternate as specified at the top of the column) and C=
100 for stainless steel.
Z Flow, gpm.
AA Friction loss in feet per 100 ft. of pipe as defined on page 2 of Ref 5.16.
AB Form loss in feet per 100 ft. of equivalent pipe length as defined on page 2 of Ref 5.16.
AC Total equivalent pipe length as determined for the elements indicated in columns F through K as based on Table I and Fig 1 of Ref 5.16.
Pefer to Table X for spec i fi c values used.
AD Velocity (fps) as determined from the equation on Form 1 of Ref 5.16.
AE Inside diameter of a converging tee at the side of the flow path not taken (pnt). This parameter is required for converging tees only.
1
- =: - : =.~ =.-..= =.~ _.
1 1
1
(
C MD-02067-8GOS46 Sheet _3____Of_#*4 BFN Unit 2 Pestart rressure Drop Calculation Prepared By_ $ __Date_#/[_/8'
)
For EECW System Pipina Browns Ferry Nuclear Plant Chected By_
__Date_
_ )
AF Vel oc i t y (fps) entering a converging tee at the side of the flow path not taken (pnt).
This parameter is required for converging tees only.
AG Flow loss or gain at a tee or exit (difference in f l ow shown on one row and the row below).
AH Increater loss based on Table 7 of Ref 5.16.
AI Reducer loss based on Table 8 of Ref 5.16.
AJ Ori fi ce loss computed from the data in Table XII.
AK Tee loss computed from equation II or III of Pef 5.21 (see Pe f 5. 2 o f DS-f13. 5.1).
AL Other loss computed from HX data (see Table XIII).
Af1 Friction loss = Col.E x Col.AA x 1/100 ft.
AN Form loss = Col.AB x Col.AC x1/100 + Sum Col.(AH..AL),
ft.
AO Tot al loss = (Col. AM + C::1. AN) which is the contribution of the respective pipe segment to the head loss of the entire fl ow path, ft.
-w-eMm w.-
.m f y gy,- --
l l
)
11D-02067-8G024G Sheet _I3_ _ _ _0 f _ I _"_#
P' FN Unit 2 Restart Dy/tf______Date_Uf/s9
- eerture Drop Calcul ation Prepared For EECU System Piping
/u Erowns Ferry Nuclear Pl ant Chec t:ed By___.___Da t e_
_ _/_0_/
'.O Eggulig
.The demonttraticn of wl. ether or not the totnl flow path resistance (based on 40 year pl an t life corrosion) i s su f ficiently low or alternately too high to permit idequat e EECW cooling is found in Table XI.
Table XI includes the following information:
Col A - Description of component.
Col B - Components tetal fIow requirement, gpm Col C - South Header contribution to the components f l ow, gpm Col D - North Header contribution to the components f l ow, gpm Col E - North Header exit tee designated for supply to the component designated in column A.
Col F - Ci-Pump fl ow as obtained from summation of Col D values, ppm Col G - C1-Pump head tu c o n.p u t e d from a curve fit as given in sheet 21 of Pef 5.19 which is based on manufacturers pump data multiplied by the pump derating factor as given in Assumption No.
2.
Pump head therefore equal s:
C1-Pump Head (1.2714)*
=
(425.601.00449058*(Col F).0000064307*(Col F)^2) l n.,
n-
. ~. _ -.
,.-n.-
.-,.n.a-
.._a,
/4 MD-02067-880346 Sheet __L___Di_/ $___
f_
nFN Unit 2 Restart Prersure Drop Calculation ProparedBy'_$___Date_#/[_/#'
For EEClJ System Pipina Drovns Ferry Nuclear F'l an t Cb 'sc i:ed Dy_
_O__Date_8 d2 Col H - Elevation of water surface at pump intale. 529 ft Refer to item 2 of Design Input Data.
Col I - Elevation at EECW discharge as noted in Table XI.
Col J - C-factor for the carbon steel as analyzed for the piping for the component designated in Col A.
Col K - Diameter reduction due to corrosion, in.
Col L - Summation of dynamic losses for the entire flow path with origin at the pump discharge and destination at the over flow basin (or as otherwise indicated in Table XI.),
ft.
Col M - Margin of resistance which indicates the flow path resistance is suf ficiently low (positive margin) or too high (negative margin) to permit the required fl ow to the component designated in Col A.
Margin = Col G + Col H - Col I - Col M Col N-Denotes the Tables in this calculation from which the dynamic losses were summed by adding the appropriate Col AO values from each table as required to compile the losses for the entire flow path, l
.--e:_
. ~ _ _ _.... _ -
- - - +. - -
,-w--
l I
1 i
(
Mn-02067-08034E Sheet _)5_____Of_ joe ____
~5N Unit 2 Pestart Pr<wsure Drop Calculation.
Prepared By_ $ __Date__ 4/
__3 9 I
F :.r CECW System Piping Browns Ferry Nuclear Pl ant Checked By______Date______
t l
l 9.O
$$'OG1!.!21$'03 Table XI shows among the nine component loops analyzed each have signi ficantly positive margins except the U3 SDBP which has a si gni fi c antly negative margin.
Inspec tion of Table IX (U3 SDBR) shows that the responsible contributors toward the excessive loop losses include the following nodes:
Node Pipe Site Pipe Lenqth Head Lucs 121-122 2 in.
40.33 ft.
I19,32 ft.
131-132 2 in.
14.46 ft.
42.92 ft.
132-130 2 in.
125.30 ft.
351.20 ft.
The attached liet of ECN's (Pages 37 and 38 of this calculation) were revie.ed for impact ;in t hi s c al c ul at i on.
The piping segments listed above are carbon steel mater i al and eventually shall be replaced by stainless steel under ECN L-1970.
The de ficiency shown for U3 Shutdown Board Poom Chill >;>rs has been previously identi fi ed and the present r esol ut i or; is addresed in B22'CB 1206 010 (Re f. 5. 33).
.___m.
u
1 110-02067-890246 Sheet _'_0____Of_______
FM Unit 2 Pestart Pressure Drop Calculation Prepared Dy
__Date((f/jj l~o r EECW System Pipino Drowns Ferry Nuclear Pl ant Checked By h__Date_8 M
Punch List It em No 2-2113 i s in regard to Corrective Action Pequi r ed in Section 5 of DFN EEFI No 67-50 addressing concerns 1 through 5 as listed in Pesponse Eection 2.
This c al c ul at i on addressec each concern as follows:
Concern 1:
Pofer to Assumptions (Section 3),
Jus ti fi c at i on of Assumptions (Section 4) and Table XI of this calculation which determine that the North and South Headers are in reasonably even balance in terms of supply piping geometry and f l ow demand and therefore contribute equally to the fl ow required for each component.
Concern 2a: No response required.
Concern 2b: Refer to Tables XI of this calculation which indicatec all components discharge at the respective catch b ' 1ns as shown on drawing 17W300-9 except the Diesel Generator HX which remains vented to atmospheric pressure at the high point in the discharge piping (dwg 47W586-3 ) ac determined in Calculation B90 890310 204 PO (R,f 5.19).
Concern 3:
Fefer to Tabl e XI of thi s calculati on which demonstrates the control room chillers were analyzed.
Concern 4:
Pefer to Table XII of the Calculation which demonstrates the ori fice loss was included.
Concern 5:
Pefer to Design Input Data Item 4 (Section 2.0) of this calculation which speci fies component flow requirements are in accordance with BFN-BTRD-026, Rev 2 and CN No 1 (Ref 5.20).
1 CAOR No.BFP89009 (Clay Pipe Issue) and Punch List Items Nos 2-0068, 2-0080 and 2-0921 require the analyses of additional components included in tnis calculation as shown in Table XI.
=. - - -
-~
C
- 8 e** N N N O lO $*5 FW8)
(qu(
o,se e
8 6
6 0
0 4
4 4
6u $% Smun f*e I'% N I% P% NN "8
W @ W D D D Pee One N Pub Ph Pe 9
6 0
t t
4 I
t 0
4 3
4 8
a 0
g 6
O
- 8 W e.ap S"I)
)
O e
6 O
O O
em er a
O O
en 4A 6
O*
23e r4 ea eeP A
'm
>==
g r>
3 R
TB N
I=
\\**'*'"**
E P=
P=
P=
g c.
m N*9 e-H %'e
- me me b
Z Z se a,
b saa es 48 Go in eE.**
sn e
se,. m e Q
.e n.
m,,4,
. ~
.4 G
G
'c y
..,,..,,,,,m, a==
em ed ease e=4 ese " = = eam
(* 4
, s,4
,e
,4
.4
,e ees s
gA t-ie e-o ease one eso een est me ape== mee pm
> 3e > > >
e Je
'.* to C
me ao es ene en en se me me se
. >
se O
6%
eo
.e-C
.he. s.e LJ o s;3 m ca a.':a O su s=a nLa e3 Q C3 Ga f3 Ces A A W
4D ee-Q 61s tIA r.1 CJ O O eO O
O.
b.
"aa O
Oe O O en. C. sn. C.
e t-t 44 #4e eout a. o O e
.O e
e e
e e
v e f.4 f4 f* 1 N em (33 f4 Oe F's P3 83 43 eur
- mees e
O.=
b f* 4 eeP
-O 3
e a g
g i
e a
e t
4 1
0 6
0 6
4 88 Ch m.a G
Q
==
es 6
E8 GW Od J.
b &
&n" 44, 6me>
O
@e e Oe O O. O. O. O Oe O. ak. O Oe @e Oe O.
O.
Oe O O e
e e
W @ UI Y
mO e
e E
e=
N.**
t.6 Q
e*
e.e
= une
EI.*3eos @ @ @ e8e GD @me O== ee en==
.e e===
a 4
6 6
0 6
I ee t
6 8
I e
t 4
5 e
=*
t:===
we m m FE3 W LI3-W ED.== W W G3 W ED DJ O2 K) CK3 ere O.
e o
e
. oO O O Oo Oe O Oe O O. Oe o O
eo ats O
O O O O.
% s, e
e e
e e
e e
eO W
O C3
- m e C3 e.e se==== e e.e e
e
== e ese em ee== ese ese I'%
Gd CD es 559 be
>=-
em asse 8* 4 P'O O
me.=
re e
O Z
b Q
a:3 E
en k D U C E
G# As ts. e se me ese ese b
'I'I 6ee C and C
flJ
- = @
me ese Ge LJ
==e Of e.*
- 'S 9
L.ll3 N
ene e==
ehe
%.4
- =e G4 L
LJ
==
e-o e.
ee
.=o we 61 %
De G8 **=
Z
> en ee is.e 4
De or e==
N er
.se P4 N as
- E;3 LD 8
v1 ee E'm em Og one ese N
.g gp N @
g* 4 94 fid N W N
($ y e og I
en 64 en V Lee e-o e
eene O Led EP C
O O O car P== O ar in gT3 O eM O O O our O O O 4/5 N er O trl
=O
- CD eO CD O N O gD O ee== P4 O f*
Eh
=D
- Eh L4 ta tw o
e ED f e-ao O rd to 40 W ED Ca O Oe e
e o
e e
e o W1 eie S8 **
O ee an ED =c e'o e of e** 6f) te one F%g oure to. ere I' d V'l er e
e s
a e
e o
e e
e e
er ar1 em P% pq 94.o oc gr3 sr f*) O G3se N
==*
ear eo ear i
C.
E1P
=
e th e.e t' 1 em C O r4 LEb e-o eum
=e i
LaJ N
ED s'b es
== (4 r4=== en en e4 es (4
==
e-==
O.
ED eed V3 **
==
==
M in sn 60s sn sn e esngntnen sn in e.n gn sn Ln gn sn gn tn s.n en sn tn in sn En sn Ln tn tn U1 Z
$8 ese W W ha LJ W LeJ W W LJ W s.3 W W LJ L.J W 63 W seJ W LJ WW LJ an da en en We L3 L,.a L.8 u En o LD E':B
== ed s;;a dlk.
9 E
e e
D3 CD CD CD CD
=O ee er ese ear se
- O
- O no JD e
ee _ e.===-em---~--.e.so een G)
C.D.e 3
t'D t.D CD IU.*
Ge G3 C"
e G3 (T3 G3 CD G3 CD N *P -e reefD me =_= __
om
. ~~ s't
- e se..mem.een m....rea. o.,
~ ~*~ es - ta h
he W
TJ Q-a=&n se 2;
kJ J:3 v3 se O==* (D SP O=== ** f*4 P 's et 6/1
=O 4
F*
P"*=
Pm fD Cp= O em N e J3 g
9 's eeP W
.D P%.
N.
e em p%
ene ese t.4 re== g* e 6 4 44 re f4 r4 (4 tg ieN r e p. ) yep 93 U
(D &D G3 O' O
e=e
.e ese e=o e-om es se se gEt C
e=e r4 so rs bed IC e
e bJ OO f
s.
one O,
4A
$id O== ee re s s er v't 43 sJ N re r%
u,3 gp m
et
.O p% O e.e gu O-- r* r4 - r4 r4
<4 r4 r re r4 rw re hs b gD CD Ep ED U+
O e.
Ce p % ee ate
, no s
4.
- Lad, P-e-
N
<r u =
we se es, O es h.E E &n ese f
I
M/
4 5 8 4 4 2 1
8 0 0 0 0 0 0 0 2 0 0 0 7 6 0 5 8 1
0 4 4 2 4 5 0 S
0 7 4 1
1 2 6 0 2 0 0 0 0 0 1
0 0 0 0 0 0 0 1
7 4 5 2 7 3 7 0 a s N
r s e e A
o o 0 2 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
2 1
6 t t F l 1
1 3 6 2 1
N4C a a D.
D 0 5 6 5 1
5 6 4 3 3 6 1
0 0 5 0 0 0 2 0 1
31 2 9 1
5 0 4 4 3 6 2 1
2 9 2 9 8 3 9 5 8 6 0 M, D 0 9 8 3 2 5 6 2 7 0 1
0 t s 0
. 0 0 2 M
c s A
A o
0 C 1
0 8 2 I
0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 1
0 1
1 0
h i L f
r O B F
d a
e d 5
2 2 s
r e
r s 5
8 8 t
a L L
e s e p c A
h o
h r h O
1 9 9 e e e t
L 1
S F C A
e o 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
4 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0
s 1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
0 0
0 K
e s T L 0
5 l
s 0
2 J
s A
i o 2
1 r
O t 1
6 3
4 r s 1
3 l
d s 0
A e o 0
8 F L 8
7 6
5 6
0 r s 0
1 2
H c s 0
A I
L n o 0
0 D
M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
e f
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w
f S30 A
l
[
0 0 0 0 0 0 4 0 0 0 4 7 4 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 F i 0
1 6 3 1
6 6 3 6 5
2 5 2
%7 2
2 4 2
- 2 5
6 t
1 6
n F
le p
0 5
A V e 5
3 E
. t 4
0 D.
n A
p 2
I f 1
4 7 6 2 2 2 2 2 9 3 3 3 3 9 7 8 9 3 3 3 6 6 6 2 1
6 3 3 3 3 2 2 A
l 9 7 7 3 3 3 3 2 2 2 2 2 2 2 1
1 8 7 7, 3 3 3 0 3 6 3 3 3 3 4 6 6 6 4 6 5 9 9 9 9 4 2 2 2 I
0 0 9 8 D
e V
1 1
1 1
1 1
1 3 5 1
1 1
1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C
l L.
0 5 1
0 2 6 4 0 5 0 0 0 0 0 5 0 0 0 8 2 0 9 0 1
8 8 6 8 0 a
A t
q 0 7 2 8 1 5 8 0 0 0 0 0 0 0 2 0 0 0 6 7 0 8 0 2 0 1 7 1 0 o E 9 4 3 3 5 7 0
1 1
T 1
5 1
8 1
9 3 6 2 1 2 1
1 9
7, 7 3 3 3 3 1
3 ! 3 2 2 1 1
0 9 8 8 5 5 5 3 3 1
7 7 7 7 7 9 9 2 7 7 7 7 6 3 3 3 3 2 t
1
!. ~1 1
'. 1 1 1
0 0 0 0 0 0 0 0 8 8
e c A
r a 2
1 1 0 0 0 0
- 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 3 3 3 3 of F
1 1 1 7 7 0 8 8 8 8 8 6 6 6 1 9 9 5 1 3 3 3 2 2 2 1 3 8 7 7 7 7 7 7 7 9 5 5 2 2 2 3 7 1
3 3 3 3 6 6 5 3 5 t t a
2 7 7 1
5 5 5 6 5 5 5 5 4 4 4 4 1
C 0 0 0 4 3 3 ! 3 3 td A
c c e
A i f 1
1 ! 1 1
1 1
0 0 0 0 0 0 0 0 0 0 0 u
r n
F i
t 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 no w) 1 1 5 9 9 9 9 9 9 9 9 5 5 5 5 1
4 0 0 0 0 0 5 5 5 0 0 0 0 0 0 0 0 o s C
I Z
l q
91 91 8 5 5 5 5 6 9 4 4 4 3 3
1 1
1 1 9 9 9 6 2 2 4 4 4 p
5 9 9 9 9 4 7 7 7 1
8 7 1
5 1
5 81 2 2 2 2 2 2 2 1
1 1 1
1 1 31 1
2 2 1 5 0 0 0 7 2 2 5 5 5 F
I 1
I t 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0 0 0 0 0 5 5 5 5 H
c 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 1
1 1
S Y
F 1 2 2 2 a
D C
d.
ea 0
0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 3 3 3 3 3 6 6 6 6 i
r!lXl
. 8 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2 0 0 0 0 0 2 2 2 1!'
2 5 S [6 $ S 5 $ '6 d 1
1 1
1 6 6 6 1
1 1
6 5 4 4 4 4 4 5 D.
0 1
l 1
1 I
1 l
I 1
1 I
6 6 6 6 1
1 1
6 6 6 1
e d
1 ae H
h a b 1
c b d e t
s 8 8 8 9 0 1
2 31 4 5 6 7 0 1
8 9 0 1
1 2 3 4 5 6 6 7 7 7 8 9 0 1 2 r
W n
1 1
2 o
E 1
1 1
1 1
1 7 7 1
1 2 2 1
2 2 2 2 2 2 2 2 2 2 2 3 3 3 N
I s t a a b c b d e E
e r
B B B 8 9 0 1
2 3 4 51 1
1 7 7 1
91 2 2 1
2 2 2 2 2 2 2 2 2 2 2 3 3 L
V d
a 1
1 1
1 1
6 7 0 1 8 0
1 1
2 3 4 5 6 6 7 7 7 8 9 0 B
o t A
N S 1
1 2
T i
i I
> r% e. w w w we as w as- -o o -o o= o= cP= CP=
I a
4 4
8 8
4 6
e e e
,.,e.e
.I.e e,m.o e
e e,s.a..,
P.s.,,s
.e o
e A
o e
es a
s a
as m:
O, tb e
in n.
i i CD m
sa
- s s.%
a e%
P-
$ 9 Ge
\\
l Y
ee I
u, s
a
.e e
e 2:
me j
um es
.o a,
me be
- o so C3 Q Q d
to.
f.4 f.i PS. D.9 e.d)
P.4 94 P4 9*4 48, r4 0
y 9 a,
a c:6 p-
==
e=.
ee em
.ae aw N.==== =-
.=
i
- 3. $
6C
> c c
k w
a
=e*
.. c :
C c c se O
O Q
Ca en we O
O O O
Q ma,e G,e O
e me W Gn Q 4J 63 W Q Le W
W T,a cm oe g
a ooo ooe ::.e o
e-4 O eo
\\
w ha e
e o
e ed 848 ses N
P-D P3 P1 B4 f'd as' 04 Pe Oe SJ qa s.J G
Q R
6 0
e
==
GA Rs 08 9
W 8',
L, w &
56 W PD CD f*) f4 De Od er.
- P er.
6 e
e a
e e
e o
Q 44.
Q
==
t 8
0 t
t t
e 0
- O T3 O
e's O O *De Ce O Oe O.
O.
I.
asr w
c e
e a
9" I G8 ***
L1)
$4 PB 74 rg apa w op Q
o C3' es Q e
=
CD Go f
(13 GJ 9.%
f, n
e O
'ed 8
oe s4 fJD 2*.
w l
C3 s:a I
b D 7:3 C E
na na st 'ns
== ee
==
b D be C
==J
.C.e ed cas e
G#
43 kl.
O ee e
.4 eo OS 4.a
- 9
- G ED
==
see md 48
.*e 94 44J ee 40 h Od ee.s 2".
m we $33 4Dr 95*
==
- N ese Os M
LD
- sn e
D N D*
Pad ese
.mo one W')== ene P4 W e.
b tm 'E:D La 6
se.e O 6.h4 D+
E OO O H3 O 6f4
- P
- P O 4t'l O Pi P'i N 03 O O O Ltd
=*
C3' s
e O tr3 ta"5 e CD to tra 04 O CDe EIS
- P O G3 O Oe E.J E8
- d O O e ED af'5 if'3 P1.O O
-O N
F*=
== C2== CD CE e
e C e
e e
e e
e e
e e
a C
O **
=0 nf'l 4
9' D ese P4 f4
==
b he ar) sa'a s.as 04 4
em and sa E3 W)
I as ese r4 l
CI3 A
oElb
- U1 t/l 44 @ 46 ER en 4A RA nn &A 4A 4R IM 4A tR 811 t/3 D
- d 6B W an en en W en te en W en W 4A to en an W W f4 A **
en 3;
a e=
w w
i E b l
ese O
v2 sp y
G3 P1 #1 to P4 P 1 F*4 6 4 P4 P1 er er et eP
- P ear O
.=
se en as es
._a q
-gn u. - -.. _ -
.. - - - ~-.-..~- -.-- -
as
" - - - ~ -.
e n 80 h' oo 6/7 P%
g
~B g2 W
as G# LaJ 3
- ese WB 11 teJ me g
8
.hd 4F' E W C O
8G g) 4,#
85 TS $#
CFD J" ee ese
+n'*b d3 C U
.O.
=O.=-4.e e'.O
.O.s.O.e e-od
+
t%
J
=e me o.a ede
.=e)one P.%e eue
=O. +Ge g
'T1 e43 O
+O we
==e e
o y
gg C
==o e
s CC Lee 89 C U
e GA l#4 ee e
ee ad ese O
Chf me as 4.e
- W 43 u 8e *tS b
CT-E se so
- ..an (D.
e W o==
T.3
.m3
=
9.%
==
e'O.U
- ee
=
e
=e m43 sees ~ O.e.Q 9.%.
.M.
.O d>
~U he ao w
=O
~O 0
'O
- s3 e e.d ma ene se es s
4 v3 em one sA4 o
- e e.7=
2 %fI e
i 1
l l
I
m_.
s_
i e
gr1 nr1 gr1 ED er r4 VS== O em CIS M p% N eo V1 es= CD e tA er to==== ar D$
P==
=O EP. e4=== O*
ar tr1 tr3 P 's
==a t'4
'p tlll3 sg e
e e
e o
e e
e e
o e
o e
e e
e e
e M O O q
e.*
O OO em N O O V1 Ne O ar O O. O O
.e esg a
.,,,e N -E e4 -.
.O e.= V3 cD.e >> Ne C.O.e-oM.e v.s O e,.
e.4 e
m ww e
.r e
O
.e e M., O -
.O.
G O O OO O O Ca O nn F4 O >> O e
e e
e 3
a g
u ut e
e e
e e
o e
o e
e e
e e
e e
6 e.a
==
' Oe O O O re o O j
.es.es 1
N se i
GD E. n l
=O M O O.
== V1 P1 O E,> tr.i, Ca O
=O CD Vi e4 =*O P.e
.O o
- e Q r4 P. P.
-P 4
e
. r4 O.
O r.
ee.
e g
sc w e e O O ame O O Oe O Oe Oe Oe O O O O O O O e
o e
e G
se O
O O
e te.
m.
w e.d
==
Q she 6Es.
km.
A O
cp e n w me L en O
O es ~*e eos J
4s W e
ca v G
& O
==
O me so me se see 6 &
O tr3 a.m. 63 j
en O== O N e O CP CD Ne C.De
!.4 Se efe e
O P e LDe ED
== O a.
O e
er e
o e
e e
o e
e O
O O O O O O O O O Oe G
er.Oa
>==
r4 se en e.se en a
j e-p P"a 4
h
.O Q
.A
.O O
b d O
er.
V e
ao to e
O G
en O O
Cr3 Er.. A CD e
b.
O V3 8%
O O
b te me C N
lI*
w tse o
e e
C3 4
C O C O O
e e.=
e.d C3 I;
LD D
- me V1 O O Oe O. OO O O O. O Oe O O O OO O y
me.
e e
e O e
e e
e e O O O O Oe M =*
nn O O e
e e
e e
air O O O O CD 4
=~e
==
s
~O O.O
.O
<O ac N k 6 Q ur 4
r4 er eue e
D C
P1 O r4
=O P**
6 e
c e
9%e e4 O Poe O
O o
e e
4 es ch O
en O ar sur D*
@)
P%
m.
M P t.*
N O.
Oe O auP N
r4 e
e.8 e
e e
e Las c3 c 4
e ch to N
aur N F4 O*
em 458 M CD e% de e% oO to M O N r4 M to esp aur O=
ao G'
es N 6-3 N 04 N F4 ar3 nr3 en nr'3 e t' 4 P=e t% r4 04=== N NQ be P.
P%
- O r4 r% p% re O o
e e
e e
e g"3
,e e
e e
e e
e e
e e og P1 er ee"
=O =Oe ="* N 3>
OO O O O O O O O O O O O O O O O O
==*.eJ O
=G O
=G P4 O O ar
e e
e e
e e
e e
e e
e e
o e
e o
e e
4 ee RF O===
-O O P1 O V3 to P3 p% O N esp ee M nn N O O LaJ F4 PD N O*
r4
== V3 r%
>=
PS 9% O O O eeP P%
=O
=O Pe.
(>= er 94 P'S =O
=43 CD
- O 4
6 9 O =O== ** *==== ar CD ED er== *= N N *sP "re O P4 er er one tA tw 9% srb V1 4
e O er er av v4 er. er.
e e
e o
e e
a e
EMS W
e e
e e
a e
O O O
e
6 6
=O ese O O O ae 9%
-O
- O P=.
ty= se to to
=O
.O ar N e.*
e8 ar'3 P==
ar er se re er air er ear me #3 pe F% en V3 to e'*
4 U U e
e e
o e
o e
o e
o mee==* F*e N ar sur O *"*
e e
o e
e o
e C
.ee 8B O V3 une me ese
==e er ED ED er b ***
F4 6
e.=
T3 ar? O O O O O O O O O O O O O O O* OO ma 3 -
e
- * =0 e
e e
e
=
O O O O O CD m eI3 n3 CD ED==
=3 O W s> ee er er
==43 P"P one e
04 N CO D3 air **
- P
-.gl;
- es
- == Ch hm *O aO 43 is*
rd
=O ec N.e we
==e we one N 04 N 6 CP er.e
.e, e w
e C
D L,,3 an.8 tr"3 tri V3 O O O O O O O, O O O O O O O tr? nr1 I4 V3 VI 0,e 0.e N f,d N f.4 Ne Ne N,.e e
u V4 aft tri r 4 N re f 4 4
4 e
ee we
- e see me one one CIS De 6
N 1.3 6.
C O
Gri P.
P% N P.
P.
r% 9% P%
P.
pe Pi Pas 94 P4 99 N f4 gg
>e 5:a O
=m.3 N P4 P'l P1 t3 94 F4 re PS esee O Oe C O O N N e
r4 O -Oe O O O O O O C
_.. g
. _ _ _ ~. -
e..c0
..F e
e o
e
-e e-e e
e e
e e
e e
e e
se er er ey asp p.
p.
e C1 O
. o u.
,3 s
se
-, s -
e-
. e O
a0 *O
- O "d3 P*
- e
- O.
"C
===.===.,O.
.O
=O.e e
=O
- O
.O f%
=O O wa
=O
- =e
=4 em e
=O (Ea e.,
ese ese see me ese em g
3 EK b*d e
se se se S
p e.a 4 23 3
.e
- s%.as e S W
.R J N'O T.O.es.EP
,J=
.ese EP.
e.5 e4 4
+O
- O O
o 43 0 gp O
.O O
p-
.O
-O wJ y
as 6 e m **== ese me een e.e me ee m.e se y
g3 en
ee ene====
gaa Cs 68 G
Z $#I e==
q O,
4 4 4 1 4 4 4 0 1 2 3 1 1 4 0 4
A t o 0 0 1 1
6 3 2 0 0 0 9 1
o 1
l l
s 5
l i
G a s 7
N.
I 1 0 0 8
T
/ )8 0 L 1
g W
7 l
a 7
9 D
4
/ /q a s 0 0 5 7 3 1 4 0 0 0 6 6 2 1 2 0 S5 r
N r s e
I e e S
h H
A c o 0 0 0 0 0 0 0 0 F L 1
t t t
a a O
D D e
2 3
3 0 1 7 6 8 0 0 0 4c 0 0 1 4 3 2 0 0 e e t s fb p 7 I
1 1
M t s A
i o 0 0 1 0 1 1 0 0 A
R y
/
1 T f v
n n
r L f
e o
F oB B o
i C
C D
t d 0
a 0
0 0
e d 0
r s r e L
e s 2
3 1
4 t a t A
h o 0
e p t Q
D t
L 1
e e e O
h r n SF C 0
9 4
0 0
0 0
0 2
s 3
3 1
4 E
e s P
D A
e e 0
0 0
T L 4
0 0
0 6
d 5
f s
4 n
3 e 1 3
1 4
J a s 0
O t 0 A
r o 0
D L 8
e E
e T
7 1
6 r s 0
l l
a s 2
i A
e e 0
N r
R L O
D M
1 r d r s 1
H t s d n M
e e A
n o 0
I L R t 0 0 0 0 0 0 0 0 1
wf r d G
lof 4 6 0 4 0 0 0 8 t n A
i
- 5 2 2 L
n e F D 1 1 I t 8
0 I
4 7
t e
b F
l n
K o
A e p 1
4 V E l
G 5
3
. 1 0
2 e
. tn E
D.
t g
1 3
J a
A I e G
7 0 8 8 7 7 1 2 7 6 4 4 9 9 3 0 t
D l
t I
e A
e 2 2 1 1 2 2 0 5 V
t C
0 0 1 6 9'
0 0 0 L.
0 0 6 8 1 0 0 0 l
s y C
a ef A
t q
0 0 2 2 4 0 0 0 H
v t oE 4
l E T
a V
0 4 3 3 2 2 2 4 g
1 4 2 55 5 5 0 9
- t e
B e c d
G A
r a 1 1 1 1 5 5 0 3 5
of F
4 g
1 23 0 4 33 2 2 0 9 4 2 5 5 5 5 1 6
- e 1
t t A
t c sd a
1 1 1 1 5 5 0 6 F
l A
irf 1
l 0 E 9 l
F de 4 0 4 4 8 8 8 8 h
00 0 0 0 5 0 0 un wi 6 6 2
et 005 0 0 7 0 0 o s 1
p g i
E i n 01 6 0 5 1 ! 0 t
Z l
P e 7 3 2 2 n
F g L
o
(
C
(
t 5 0 0 0 0 0 0 5 5 B
el B
c5 2 2 2 2 2 2 5 5 s s s s s sS S 2
a 1 1 1 1 1 1 2
p
't i
s s s s s sC C Y
F D
r P a H
M H
C l
l e
4 I
e e l(
~
- i '
4 4 a
0 7 7 5 5 5 5 3 3 33 I l
l l a
0 0 0 0 0 2 2 i
- i.
3 i0 i1 e
i
- S C
ip t S
0 3 3 1 1 1 1 3 3 D.
i X
s P S as 1
e u
u F
P g
g i
R a b d f g gi R
ab d 1 g g : 6 H
d 7 7 7 7 7 7 6 6 H
d 7 7 7 7 7 ? 6 E
B n
1 1 1 1 1 !
1 1
F W
n 1 1 1 1 1 l 1 1
E E
1 l
1 g
l g
1 I
s t a a b d f g g s t a a b d f g g 7 7 7 7 7 7 6 E
e r 7 7 7 7 7 7 i 6 F
e r 71 1 1 1 1 1 1 1 L
A d a 1 1 1 1 1 1 l
1 L
V d a P
ot B
o t A
h S A
N S 7
T il i
ll
N.
I W
A/
g W
7
=
7 4
D 4
1 f /
V5 i
t r
I e
H x
e e S
h E
t t
t a a O
4D D C e
2 3 3 2 3 3 3 2
- 46 2'
e e f8A 2
1 p T I
2 2 I 2 R
y n
n "0
y T
f v
n n i n v
o o
o o o
O F F o
i C C D C 0 C C
D 9d 5
5 0 0 5 0 0 0
7-e d r
e 2
2 2 2 2 2 1 1
0 t
a t e
p t
Q D
1 e e e n
r h 5 F C 0
5 0 0 0 0 0 0
3 9
2 2 2 4 4 4 0
P D
1 1
0 5 0 0 0 0 0 0
6 d
4 n
0 3
e 1
8 2 2 2 4 4 4 1
0 O
v D 1
B e
B e
T 7
1 6
0 l
2 i
0 N
r D
D N
I r d d n M
e e F t 1
1 r d e n L
n e i f I
e hc K
l G
1 1
1 e
t J
a G
2 t
t I
e h
C
- s y
e f H
v t l E av g
2 7 2 2 1 e
d 6
5 4
g 8 2 9 2 1 3 e
- sd F
l l 0 E 9 h
0 0 3 7 0 0 0 7 0 7 9 0 0 0 8 1 0 5 0 3 0 9 2 0 et p g E
i e 1 1 6 3 1 6 1 9 n
0 1 2 6 1 1 1 2 1 3 1 P
1 2
2 L
el S S s s s s s s s sS S A
Pip 't C C s s s s s s s s C C D
a 2
N p r 2 2 2 2
1 0
i i
i r
4 4 4 0 C
e e i B 5552 2 5 l
I 1
e C
t R
Pa S s
e 1 2 a
u a a u d e 1
(
1 g h s
P S
B n
1 1 91 1 9 9 9 9 91 91 9 91 d
9 9 9
1 1 1 1
1 C
E V.
1 2
a I
a a b 3 ef 1
E e r 9 9 9 9 i 9 9 9 9 1
g h s t L
A d a 1 1 1 1 l 1 1 1 1
91 91 9 1
F o t A
N S T
ff /j T
/ 4 4 0 0 8
/
1 3 5 3 3 8 0 10 2 7 1 0 S
f.
5 1 8 0 2 0 5 e s r s M
o o 0 0 0 5 1
1 5 1
0 0 0 0 e e t t F L 2
a a 4D 0
- 4C 02 9 7 3 9 6 2 3 4 5 0 6
t s 04 6 8 1
1 0 0 0 6 6 2
- Td tt ci L 1
0 0 0 0 s
A o
0 0 1 0 0 0 4 1
v i r
0 E S F
3 d 0
8 4 e d 6
0 r e r s t a t L
e s h o 0
0 e p t A
t L
2 e e e h r h O
S F C 9 3 1 2 5 4 7
s 1
7 6 0 2 5 2 0
5 k
e s A
e o 0
0 0 1 0 0 0 0
T L 6
2 f
s J
a s
A r o 3
G l 6
6 4
r s 1
l d
s 0
A e o 0
9 R L 8
7 7
2 6
0 2
0 r s 7
H c s n o 0
0 0
A I
L D.
F 00 5 0 0 0 0 0 0 0 0 0 w
f o
f 4 0 7 0 0 0 8 1 01 0 8 1
0 5
l D
21 i
1 3
4 4
1 A
F 1
2 4 0 0 3 0 '
9 0 0 7 5 4 1
tn F
le o
0 0 3 0 6 1
A V f 7 7 3 3 3 2
E t
4 0 0 6 0 2
e.
D.
2 2 4 4 4 9
p A
I P
9 9 1 2 6 6 2 1
1 7 6 D
l 8 4 5 0 1
1 0
1
%. 6 0 2 A
e 1 5 2 5 7 7 5 5 5 5 1
2 V
02 0 2 0 0 2 0 0 0 01 0 0
03 8 7 0 0 5 6 0 2 L.
l A
t g
01 6 5 0 0 7 41 0 0 0.
0 C
a o E 5 7 3
1 4 T
4 5 7 6 04 9 9 9 9 9 51 4 7 0 2 1 0 4 3 7 7 3 t
B e c A
r a 00 1 52 21 5 3 3 3 0 0 of 1
1 F
1 2 9 9 9 9 9 5 4 5 8 2 t t 45 4 3 7 7 3 1 4 7 2 1 A
c c A
i a 02 1 52 2 5 3 3 3 0 1 r f 4
1 1
F 555 0 0 0 0 0 0 0 0 0 d
w t
1 7 7 5 5 5 5 3 3 3 3 1 e
o s u
I l
e 53 3 7 7 7 7 0 1
2 2 7 i
(g 2
2 2 2 2 4 n
F 1
tno t 5 55 0 0 0 0 0 0 0 0 5 5 C
c 5 55 2 21 2 ? 2 2 ? 2 5 5
(
a 1
1 !
1 1
! 1 Y
F 4
2 C
r 0
57 7 7 7 7 7 3 3 3 2 2 l
E
.0 4 6 4 4 0 0 4 0 5 0 2 2 1
i i5 0
61 2 2 2 2 2 4 4 4 9 9 D.
1 e
I F
I ss a
1 2 u
a a b d e F
1 1
- h C
E 1 1 1 1 1 91 9 9 9 9 9 9:
F d
97 9 9 9 1
1 1 1
1 1 S
W n
V.
a 1 2 I
s t e a b d ef 1
f
- h L
V d a 1 1 1 1
91 9 91 9 9 9 9 9 E
e r 99 9 9 1
1 1
1 1
1 B
e t A
N S T
P'm 8% Pam 7% Pan nr1 af'l tr) ed3 agB e
0 8
5 0
e 6
e 4
e b
O ene e4 emI/1 D/S Ee sur er er
>=
ET=
X X
2
\\g %
B N
N p%
Q er e
ep M
bhe s
me S*
US 3
to m.e
.E.".
o*
o,*
as N Q
gQ A
rd Fd P4 N
- 9 P't 0
as as e
e e
e a
n me me== r4
==
=
re E
t==
es-3
>==
ee=
% := C em 64 La c
c O ike an D
= m bl Q
O O
O QQ b w au O oo its ar)
O w Go e
e e
e e
e.*
- e ns r4 G3 p*1 P1
==
em t.
O M Of Q
0 6
0 9
4*
ts As 41 b
mE-.
t#3 tlhe 6.3 bI e Oe art tr1 O
OO Ib Q
e="
O P "A 6
WAB We e
e o
4 4
4 5
OOe O trp ers O
ear c
e o
e e
en es e=
ED G3 Ve ce me ey=o O
O tbn Q fD G8 W
e
>=
Pea
==
=43 O
te
, ee Q
E b
e Q
c:a E'
==
em b D
- t3 C
E".
en es as tas
==
ene b D so C e,J C be
- Ehe to 4;t hs D
=
Q em N
==
Soe*
8"D
- e LJ3 en gSd La emme Bf 4*.
k=4 e.
en one 40 >
&#===
Z
> m8 e.- m
- n e.
N er es LD 6en our O
ene N s
0%
en to
@ D W
eo e
ea o had O' J'.
O Pe O O O O (D O O O 88 ad O e er1 O o trl 3 4 trl. O. O.
sa &
e e
e o
e W
ee C OO i> 59 er O edp r.4 99 O L.,9 sh as em te? men
- =a m'
gx e,J on C3 W
e OI M b
uo EA  aA e't op in en te en e8h
- l3 glll3 me ed LJ 6.J en W eh an 44 en t# tst b
(b.
- e e6 E
e.e d
e,.e y
e L
- N tr) tr) P1 W U T8 g
ED ED M t') er) g a,
se e=
e e
as de
"'"-- -= ** ""
- - +
gy. g e.,
- n. un
~
a=.
2W e
&s La.e g
ao v had om N #9 w if1 adh Po ED te Eb D
g gfg 83 3 Pa. 9% P%
F=
rw pe P% N Pe 9%
C D ED C
rue had
- d
- 9 C
p v
b @
e p
en as==
en esse see ame F4 P'%
- If1 4 Pm CD (>
e==
13 y
ga b F* P*
N h ** 7%
P"=*
f% N P%
q re
- 3 ese asne *** me sum ene me ese me en go gg, D ed
- 1 E 0/I
+==
t 1
e l
c
-,-----r---
4 90 04h 4 N O @ @ SQ O A
em ER O eos 4
ea D Ce Oo O Ps NO. es.*
e== O O
se em e
e e
e
.= 0 Pas O aun me are O O
e.J em
, -t
- e. N
,, O
.n O
M M,,
e, O -
3 w en e
e o
e O -
e e
e Oe N N 4"
e e
& sa o D O O O O re > re O v4 e.,
==
n.n.
eA ee-O
- D 89 Q E3 T id O
e e
an O
e=
De e4 er er grp e, O e
3" u an e O e
e e
o e
4 O
O Oe ar -
e= O O N er Oe O O
==o O=== O = O
+ > >
em e#
w O SEh $1d hee b
TD "t"he rr c'
o b t9 e
w 4
e4 #5 eos o*#
Ga op DJ 64 t=#
4 m O EP=
6e ao Go
=* ed 4 w &
O te'3 ab LJ eO ** N N
M 4/4 nM O
o=
b; 88 ese e
e **
4 ee o
e e
e e
m O O O O
=
ese O
t==
ex-6 4
O s.o..
e'.a en e=9 en 4
L Q 84 O ese e'O O
.O 6 sp
En 94 a=
TS 44 e
ea e
O 4
es D C
O to em J 03 s
9%
es ause M
C b 4A rd P%
N 4"
2 u am o
O O
G D C
s me een 5:n E
8 *3 O. O. Oe O O. O.
e O O e
O e
e y mes to a.oo es-art. O O O O O O O an in 4
==
En er te. 5:3 99
=== 5 4 ene f
9 O
O 94 O
O.
P%
b ese C
e e
4 hs FA O
O eur
> Gb 7%
ees ei e
- 8 O.
=O.
O.
464 5:3 c 4
e thJ c4 P4
=
w
==
P=
Pm OO O ar e4 ese er O w O er D
sue e
o e eG eum f*ee EP= De N 43 4
en F4 O N fd O=e Ifl e rd er eur ed3 e
e e
e Da O O O O en O N O O O e-*
mal O CD O O Sp C en Q LJ su e
O ore
- % O O O #9 O. f e. O.
e e
e e
o e
4
- EF esa O O tae N PS D-+
ese N er er see er ese op
=O O
ed gue O N.
F4 tr'e) a gr )
er a
tt". N.
tr.B ED e u e
e e
4 6
- e oO== em cn sas En
.33 een as-O **.
N N tg 0
p*
ED sur er es> en er er eum aos ed e=8 esp Q N N Gr3 er grp 4f1 t' d trl 4
u u I O
_e e
o e
e O O O 848e W o
e e
e e
4 "en O
e'.
SO b
- w N
N Fd b
t#4. O e-.
9 s=e trt Oe OO e
e O. O O ee O
O O O O Oe O O. O.
ms e
O O fut e
D
>=8 a=
n P%
'O ad) ee eO
=O
=O ene ee er 4e-CP P4 N
.Ca me ao CD and het art 6f"9 O O O O O O O.
O L,3 u e#1 erp nr1 T4 54 N ten re r4 e4 85 a== en ese oss eue eso en esas een De b
b 8
m Gel L.3 e
= P%=== om F
94 oO ec Q ag3 en O O
_._.._e.n.
.. w - $. d - - M_ pe*, N N d y-l e *,
pd gar * - -- -- -- - - -
- - ~ ~ - -
- - ~ ^
e one l
.C.
)
ga em N #4 eur tr) ee p% fra em Cp "gO fme Pa Pm 9%
f* e es #% >= >=
P.
i 4/B I
g a==
eso e-o e==
em eso em one e-o ese
]
rd n*#
D j
1 i
e gg a,
w r%
9%*88 FW D#% W l#1 =O 9% O E**
ed o'e
>= 9% re sa, o
sue e-o== ** ese e==
p% rw e% t%
a y
T3 rg en ese== oss one a;E eE 4/3 p==
e
l l
pm. W Pat 984 H #d9 P== OO O (>e a
e
- a 6
a e=====
D ese 6/1 8
8 9
O a/9
- ^
- 8 o
A 2
A tem ear f>
"P P%
7 n.g ev.
3 N
N e%
y a:a er w
- lP N
hh 6
- w c
ap K.
eSa et 173 6ee n en e.*
- e su Q
O e:s T
U e.,.e,e r.e v.e e., s.e
- m. e-s m. e,,
s o
so c
e F.
s 68'.
e"Js-
==e-
> > C >
c C D >
- e*
Q==
0 D==
Q 424 aEs D
.a = bJ G b# W G saa A A O. o O rs o o. O.
e,
- n. e N
= * *
,me w
Fd
=O w er F4 ep.g3 are ene ad 84 e
the 84 se Q
Q 6
e e
ao er eo K;
em.g; US 44. Les O. O. O. ef1
= OO O.
O 46 5:ilb
=== & W $'4 O===O== r.3 D
4 4
8 6
6 9
4
=
6 O. O. O. Q O. O. O. O, e6
- ES ap.
c e# e b gem
@ eO @ w
@ h D h
O Q
SJ GB
=*
.me
=
so es 553 ha 4
>=
pm case
.O
.*p a g.
$ S a
3; "Ci.
E3 6
st"B C
SM 49*
wr 28 esa be
+a C
J C
tai
- == es ne J"B h6
.O
=
N es e.*
D 9
h!3 ese M
6J oss ge
&bJ
==a b
48 me.s
- g e.
- sse e
',8P s
w
=== N N
ea 1l>
LD v4 eur EP e4 * * *
- N N efD **
PS eo me 4f9 D b
ese e
== c tad O" m
O s'a=
N ED O gue NO O O (D ha me O== ao en efI **
=0 C e0 et'8 GD EP
- * * * * * * *
- se N
. sh.
g:
O O== N M 9==
=== 94 M kna
,he y em ame N esp ese stap h
J
=
N N3
.en h.
.e he
.ao C
b ess8 MM P
elh
- SO &#I 4A @
08' 40 %fD 50 (FD UI SfD TD dba==
e.*
LJ b.8 0A em 48' 4A W bA 68 ba he aA he A
C E
- 4
- e O
V b.A g,,A ED =O 4W 4EP g,1 at
,o.O g oo og 64 had
- ==
.._.85 h,,a -
.--..N..
w Se g,
g m.
ED D m
t, )
6ed h bf3 t4 C
74 em ta so y
o
=ns a.m,,
9% gD = gp O
,e ge ase f a Pd'h aar 4.==
.==.
E.D g
e e4 N g-g gry
.==== = = = = =
ggg g;
N $' e SN f 4 N f4 N F4 nee fA ed eD D
bhp e
U s
So O m
b eas gp oo em V4 9'db *EP
=O P4 (D
.-e
== = = = = ========= gg gp @
p.
gg m.e.s p
e4 g
g, a
q ga se (N fd SN fd N N N IN Fd N N 9e esa D
e.*
WS E UI e-
--,y
y-
_u__- - - -. - - - - - - - - - - - - -, _, - -.-
Y Or$ b b N O 8[I O @ N @
h g*)
e m e
e o
e e
e e
e Oe O art em th Sw t e tr's e= we se N O e
e O ee 8"9 (D em P% O w O Q pg o
O, 4
ed D
==
tw n
a==
sN e.
e.
ea - O,
f-m o r.
k S
tv e Oe oO &B Ce se h l
Se Gl*
e4 O O Oe en D'D an3 87se P'1 #9 Oe O Qe elP e,n
=
en es he, e,s u
O O Oe e
e o
o e
1 m oo T,
l O
O e.
4, O eri M re ao - ed e.e.
E" w A e we art e== ese eri== 8 e oOe e
EQ ma em o em e I'4== *Pe ** P*a Oo OM I
e e
e e
o&
sa D O
O n.
eos te O 4'Em tZe he, b
- ts, e ep re-q e
op
- O O
Ga h,
e>*
4 ese g
3 era e
o GP F4 eJ EE J".
Q
- O O
6*
ew So m*
e,e em w &
O 6A Sa. %&
esp or9 eM
-O
- 9 TD D O 4
g, en e
o GP O ser O O 68 t w f*
arl e
e e
o e
er.L ts D Oe O mee trl CP O O O e=
ene e
=O mer sh O
=as en e e
4 4.
O D
G een oc est g th 99 som en O
4 e o Ett gs-es 833 F%
eO tw Q
b 4p WP f*
"E" sa sn e
C.D ele at fJ O
e een e,s 53 5".
LD D
=e-me O O O o O O Oe Oe O. Oe O 3
em.
e o
e O e O O O O O O O O e
e o o,4 O 4
ene o
tri art e
o be. O te N f4 64 tri 6
9 8
db O O ed N
O O na
.se s;
e e
e 4
es n
=EB O O Im @
M se N hae 63h C e
N fe ma"*
O e
o e3 e 54 er art p=
ese W
>9 to G: tm P9 f>
=O se O O O Pe 6,4 (w tr1 e== ar'n #7 Ve wo e
e
=r er O
a1
==,
.e pep.o tw og N pen f% N g4 N e
o e
o e
e e
e De eso ese use C,
cp C O O O O O O O O
-.J Q fe are eer er spo e =c O O tween e
o e
e e ooN
= e
L,3
- e e
O N N wo ar*3 erp o
e e
4 es 87 Q he.a gr3 F)
== gn one GD
- O ED N fe O O O O
tri 0"%,
o gr est art tr1 po to e 1 e me O
fe eg ogs dp S
44 e
o e
o e
e o
e e
EL b
e O
- =a sere asp sp. es eur up O QO b.O oe=
== or ese en 4
ars=== 99 CD 4 ID art tr.=l at tr1 tri r
te de f e eJ ed M es ao e so-esa==
e one M
- e=
en-
ear=== ese
w kb e
e o
e e
e o
e o
e e
D N
O $f) W eO P
.O D k a==
M M es e,e D
bem C
me chJ O O O O O O O O O O O s'
E m ers p ers O srs O O Cs o O tt-D D #
-e ed sw art tw trl ar3 eri e/1 40 tr*3 L.a pas eee fa ese
=
be.
EP ga Y
ses def OfS
$/% Gr5 O O O O $r) Gr% Gr% O OrI D"
eri era r.e. t w N. N. eri art arm trt era 5
6e 40
. *= e ee e
6 W
e t*-
L.D D
66 O
ars en so M en e9.a e re N N b
$ EED er ie O O er Oe er"8 erl EN EP tb -
~
-.--o fe fefeN fd 19 e
e e
e o
e o
S e.E Eh O.- eG tr3 er ere N er e
e e
e ses e
en me f%d 3
e N P9 er
- % dD ED the==fe N e
me me oss O em 955 se==
o.o oc.e op
==e
- =
'N S:
N f4 Fe f e tw N N t' e N N f4 D
ted o
ene 3p es et en ens
- esa N M er ash t%*e CD"*ED EP O 64J h*
b t"w"*I"'e#
e
- fe
,,,A TS 89 PW
" f'e N N"" f e l"'4 f"e fw F4 saa o **
ME E @
>=
l l
l I
L
to M N M M e a.*
=
ft,.
e e e e
9 e=====
- O 4/1 ou 4 8se 8
m.m It l n
e.'. e.9 g-a e o. =t=
ee m
e O
g.
3 CP
- P E'd N e Cp=
e er gy.
3 3 2 2 8 4
~
~ ~
~
9 ga er er W
88*
- P h
6, b
 E
W E l
.SA
- 4 9
Q M
Ch TG s) e, to 9".
9 n.
r.d e,
e e
m a.e,
-= re s
og
- m=
e-So C C s.,.,
D O men Q
68 W Q ez Ca G
O M,
a
.e e
.O 4 O q
4
.e.a w
N mm.s 85 ed Ch w G
C3 ea
's eo
.C E.
W
. 63
.O eO
=O 4
e e
t 4
to the CR
.a 99 4
~O mO 4 e
C e en s
6*
==e O
Q 48 C.h LD GA UJ ha e
>==
em O
- e=
84
- e O
E b
e Q
e:a 3.
.=
b Y M C I".
ha ea GC As b D u C
.J C
08
== tRA en 43 g
O
.ma e
==
O e.#
8'S 8Es L.il3 N
- e a
U ens SA GLI ee me b
es >
K
> ee
- exa 85
.l3*
eri er e
%e "O
kD 8
Mw cts se e.a N 94 g3 ee es ma ete
'D b
LA.
==
8 est O 4.e3 EmA P O
O b b O O O @"% O 4.,3 88 *'
O P**
a0 =O Q
O. N. N O n Em o
e o
e e
e C
O VI P'
P'==
O N a.rt.O O
b bhd 48 N
&a
==J N
r4 3
a 6
3 em eo gan
$# ene g g
- W Ch
- 4#D  E#1 l#1 $#1 tr3 g,p) g#3 gf3 se, an CB
=*
- 8 kJ LJ E.J EJ 6.3 kJ 4.3 4.3 La an e
Q=
N e.e m
E eO e 3 V W b**
-- 68 68.. *O O
'O.'O'*O 'l*~eO so <O-~'
s9 Me C
w-'-
O Ch **
de LJ b)
EI) 63 6f"3 em ee G.
re N
D en es o O
89 T3 t#D m g'ED ap4*
N 99.e at3
- -=
.O P.s er V5 -
=.e M
Q==
c atB
=
a:D C
N 91 P9 94 p3 P7s pq N N D
%6 ee enn e
en LJ e*
as R me
- D es saa NN F4 #  "O
A W CD 9=*
68 e.
est e.8 N""* M M"""
M""*
== **
N'*
ba.#
aa b M
F1 M s es a
4 e se N
ex>
O e*
4E E b/3 e=
/ [)6 t
9 4 Ul 0 0 6 7 0 1
0 0 0 2 8 4 2 1
9 6 0 S
e e A
o o 0 1 81 0 2 6 0 0 0 a s N
r s F L 2
t t
a D
7D 8 7 0 5 1 2 0 MC 0
1 3 4 0 1
9 4 0 W4 8
t s
+ 3 t.
M t
s A
i o 0 0 3 1 0 4 2 3 0 f
y y
r L 4
0 B F F
7 d 4 ed 0
r e r s 4
t a t L
e s e p t A
h o 0
e e e t
L 2
h r h C
S F C 0
4 1 9 0
4 0 9 s
k e s A
e e 0
1 0 0 T l 3
1 f
s 3
a s
1 A
r o G L 6
2 3
4 r s 3
l d s 1
A e o 2
5 R L 5
7 3
6 3
0 e s 2
H c s 0
A n o 2
D I
l M
0 0 00 0 0 0 0 0 wl 5
oli 0 0 0 0 0 0 0 0 0 5
0 A
l D
2 5
F 0 0 0 0 t
F l
n A
e p
0 0 Y e 6 6 2 2 E
. t n D.
5 5 A
p I e 8 8 6 6 6 0 6 6 6 6 6
?. 2 3 6 3 3 3 D
le 3 3 7 7 7 91 7 7 A
1 V
0 0 0 0 0 0 0 0 0 C
l L.
0 2 9 2 0 5 9 3 0 a
A t
q 0 1 9 4 0 7 0 3 0 o E 8
1 2 4
)
T 1
deu 5 52 2 2 2 2 2 2 2 2 5 5 5 0 5 5 5 n
t B
e t
L4 i
4 9 4 4 4 t
A r a 1 1 n
of 4
o F
C
(
1 1 5 5 5 9 5 5 5 8
t t 3
3, 1 1 1 5 1 1
1 A
r A
ic c a
5 59 9 9 7 9 9 l
F 2
1 9 e
r f 1 1 1 0 1 1
l
~
i 00 0 0 0 0 0 0 0 hC w) o s 0 0 0 0 0 0 0 0 0 r
Z l
p 5 5 0 0 0 0 0 0 0 t
(g 2 2 5 5 5 5 5 5 5 e
F aW t 5 5 5 55 5 5 5 5 5 y
c 5 5 5 5 5 5 5 5 5 5 a
a B
Y F
C lo r
0 6 6 6 & 6 3 6 6 6 t
8 !2 2 2
?.
2 2 2 2 2 l1!!
l I
n i2 o
0 5 55 5 5 3 5 5 5 D.
C X
2 1
U 4 a L
d 1
1 1 ! 1 1 81 1
8 2 3 4 5 6 7 8
1 UI W
n 2 3 3 ! 3 3 3 2 2 E
l.
l
- t 2 21 !
1 1
1 1 8 8 a
V
! 4 5 6 7 s
1 1
E e r 1 2 ! 3 3 3 3 3 2 L
V d a 2
B o t A
N S T
l!
l l
l 1
e e am M W V3 V3 N P== D* tP=
em at'3 Pa e e a e e
e
- e l
C e.e O
e=0 V1 eN
~ **
=0 9
g.
- s e sp1 W F4 O
O 3
- t e-9 e
ee esa m a 9
3 E
'g %
c,m.
2 3-c.
Q.
w W W
=
g 6
6 i
.es 6/a Z as e.s 8e me t es 1/3 c
- e.e me e.s 6
6mA se 9 Q
>=
En Q CD d a
04 0
e es N. N. M. N.
P.S P.a rs e
e N
==e
=e r4 ee T
su e.-
A
>=
me=
D > C C C C C Q ED es.e D
== =* O O O O Q QQ La W b) 8.3 W O m, e, o o e. o.
- o. O. o.
e
.o o e f*
6 a
ca no.o.a -o
.e s 9 a es CE w G
Q 6
4
- ==
- 9 As SA 48
& 6 &
&D Een b)
O. O. O. O.
O. O. O.
- 9 ED =O ao ada
=O
.O O 41.
O a=*
t t
i e*
3 6
O. O O. O.
O. O. O mD D
e e
er c
ps ha ee CD *D eO mu eO O O
-===
O O
es sa
== e CD es CD te a
w P=
=O O
- e-F4 ee -
O E
bC s'u I*.
== e 6 W D C C
AA G#
GE 48 en b 2 W
E*.
.,A
.c.sa as e
es D
.O buL 69 as on M
- e
%D N
==
.es W
e=e ta bb es em ens
.-e are 2n.
es me-3*,
se me
- e
- 9 ll>
cs=
e.
Sa M
LD tr's er p
94 ese me f*e 989 N W
.. es est "O
8 La.
e.m.me O
&af P O O 4f1== O O tri M G3 MN A.a a
OO P.
P==
oON ED o eq
=O G#
CP e
e
- * = * *
- e 4
tD
.Ch ON er==* ED Q
=O N e CD art p1 eq laA c
Eb 94
- 1 ED M W1 ee N
U 6
d CD Se L.D e=e e.a=m=
O#
o'S M
EM in Ett D
4#.1
.c Em
- EfB 43 t/9 trB An Ltl t/3 63 W b3 EJ 43 O
- e b3 W be 4.=B bA &=J 4.J ett e.
=e
- 8
>m Ell se b
su S &#
g G.=3
'=O VI ed"*O"=O O O "U V *'~
=O =O *O ea =*
9'9-6e es ' -*
e
- I O
O --
P*
m 8'8 t.1 89 w
e G 14 a=*
3 e
LJ O
38 had 63 oe
% see e4 N M eIP 4f1
O P
(D On O O
P4e #1 94
-g g
me me p v P4 to M se to e1 er Z
.O,,
e M
=;3 e
e=e ans e-o
== ese ese one me s
Les 9 4 em w
==
Ga eh een es.*
ee es to +== r 4 M
- 6/4
=O
>= (D t>
t.=
a en, toe a
g e
e-o 74 PO M PS ti to
>1 pq PO g,g me ene one
- e
- == ee ese o=e me go y
q g se
.n o ee 4
E Lf5 e==
I iI lI)
O 6 0 94 1 6 3 3 62 6 1 2 7 0 1 7 6 6 57 7
l s
3 0
a s 8 g A
t o 0 1 0 01 4 5 5 8 1 0 oL 1 3 1
- W[/
T
(
6670 6 6 7 9 7 3 2 f
603 7 22 6 1 0 s s 1 3 N
r s e e A
o o 0 000 0 4 9 1 0 00 t t F L 1 2 a a D G 4
C Wd 0 ! 2 4 5 0 64 9 9 4 8
t s 0 8 1 0 3 3 0 5 3 07 N
A ic s o
0 0 000 06 4 7 1 0 f
> r r L 1
O B E F
1 d ed 0
3 0
r e r s t a t L
e s e s c A
h o 4
e e e t L 1
h r h O
S F C 6 7 1 2 2 0 s
1 1 1 02 0 E
e s A
e o 000 00 0 T L f s J
i s A
r o O L 6
1 6 2 7 4
r s 3
l d s 0
A e o 0 0 B
E L B
7
. 6 8
0 r s 0
2 H
c s 0
A n o 1
iL D
M 500000 000 0 0 wf 5
lof 9 0 00 00 0 00 0 0 A
i 7
7 4
F D 4
1 3
1 00 0 0 0 t
05 0 0 0 F
l n
A e p 02 0 0 0 V 6 66 6 23
. t 22 22 2 E
D.
55 59 3 n
A r
I e 9 0 0009 3 0 0 3 3 4 5 550 6 3 0 0 6 6 D
l A
e 222257 3 55 1 1 V
1 00 000 0 0 0 0 0 0 L.
01 007 0 4 9 1 1 0 l
C a
A t
q 02 006 07 8 0 4 1 oE 39 1 52 9 1 T
1 6 1 1 1 2 0 2 2 2 4 4 1 6 6623 02
- t 2 1 1 B
e c A
r a 000026 4 22 0 0 of 2
F l
de.
80008 9 1 8 91 1 6 66636 7 33 u
t t 6 6 n
A c c i
A i a 02229 6 1 99 00 t
rf 2 0 n
F 1
o C
- 5. 70000 0 0 0 0 0 0 I
77 4 4 4 4 4 4 4 wl B
o e 9 1 1 1 333 3 3 3 3 3
Z l
p 4
r Ig 6
F 1
e l
l t 5 555555 5555 5 i
c5 555555 5 5555 h
a C
Y F-y C
a B
0 56 66 6 53 6 6 2 2 ik i
1i i
lI; 2 2 2
. l. i !i.
8 4
2 22 2222 o
0 65555 4 3 55 9 9 D.
r I
1 tn I
o C
3 31 23 4 5 6 7 S 9 0 U
d 1 3 33! 3 3 3 I ! 4 W
n 1 1 1 ! 1 1 1 I ! 1 E
l l
i V
st 33 ! 23 4 5 6 7 8 9 E
e r 1 1 !3 3 3 3 ! 3 3 3
! 1 1 1 1 ! 1 1 1 L
V d a B
ot A
N S I
ll!II lfll I
I li
- l l
i:
i{ll!,II!
q O
o 7 1 4 24 55555 4 1 23 9
o 1 887 5 6 5 L
7 n5 T
4 55 5 9 -
4 5
I 0 586 8 2 4 2 4
8 9)
N.
4 g
W WW W W W
W W
/8 A' //p r
t u
7 7 7 7 7 7
7 7
D 4 4 4 4 1 1
4 1
5J r
e t
I s
e e S
h s
H r
E t t t
a a O
Y D D
- M8 C
e 22 3 2 22 3
e e sT I I 1 I I l 1
/
R y
/r l f v v n v v v n
f OPB o
i i o i i i o
DD C D D D C
Qd Y..
ed 00 0 0 05 0
r e 2
02 22 2 1 2
t a l e p c Q
D 1
e e e h r h SP C 00 0 0 05 0
3 8 0 2 2 2 1 2
P D
1 1 6
d 00 0 0 0 5 0
4 n
3 eI 80 2 2 2 1 2
0 O
t D 1 1 8
e 8
e T
7 6
i 0
f 2
i 0
N r
O DM I
I rd d n M
e e R t 1
1 rd t n L
n e I t e
b K
o lG 1 1 I
I 1 e
t J
a S
2 kc I
e hC I
s y ef H
vt l S a
V g
1 e
d 6
5 4
g 24 1 1 I
223
- e sd F
l l 0 E 9 h
003 50 03 0 0 8 57 6 9 et 053 7 0 53 0 5 0 2 6 4 2 E
ip g n
01 0 26 1 0 3 0 4 1 34 5 P e 94 1
1 2 1
2 L
8 3
el SSS s s s s s s s s sSS p 't CCC s s s s s s s s sC C r
l D
i h
P a C
M s
R i eef1 t'
!22255525 22 2 i!
il tit Ii-.
4 8o2 1i 2
1 1 1 d
p t 1
8 C
iiP S n
D h
212 3 4 5 6 7 8 9 0 1 2 3 S
d 1 22 2 2 2 2 22 2 3 3 ! 3 3
B n
11 1 1 1 1 1 1 1 1 1 ! 1 1
E 1
I I
st 221 2 3 4 5 6 7 8 9 0 ! :
C e r 1 12 2 2 2 2 2 2 ? 2 3 ! !
1 1 1 1 1 1 1 ! 1 1 ! !
L A
d a B
ot A
N S T
l l
lI
<{l ll lllIil!lIll!Il
/[g o L T
1 3
7
/N 8
5'
)7 4 5 4 4 5 7 7 4 1 5 4 2 7 6 7 4 6
1 1 7 8 3 9 1
5f e s N
r s e e A
o o 0 2 7 1 0 0 f 3 0 0 0 0 2 4 t t F L 1
1 a a D
D.
2-C 0 6 1 ? 6 9 7 0 5 4 2 2
o7 t
s f S 0 7 6
- l. 3 6 0 16 1 2 5 2 10 7 M
c s
/ 4 A A
i L 1 0 0 0 0 0 0 0 0 0 0 6 o
0 3 1
Vy O i B F
1 4 4 r
f 3
3 d 0
3 e $
5 r e r s t a t L
e s e p c A
h o e e e t L h r h O
S P C s
1 0
4 4 0
8 3 4 7 0 6 6 6 1
K e s A
e o 0 2 0 0 1 1 0
T L 2
l s
1 s
J i o 9
A r
1 L 6
5 3
4 r s 2
6 3
l d s 0
A e o 0
0 8
R L 8
7 6
5 5
1 5
0 r s 2
H c s n o 0
0 9
A i L D
M 5 0 0 0 0 0 0 0 0 0 0 0 0 0 w f 9 0 0 0 0 0 0 0 0 0 0 0 0 0 6
lofi 6 9 A
4 0 5
F O 1
0 0
0 0
t F
l n
A e g 0
0 V e 7
7 0
2
. t E
D.
n g
2 1
A I e 2 6 1 7 7 7 7 7 7 7 1 7 1
1 9 5 7 7 7 7 8 8 8 7 7 7 7 7 D
l A
e 3 4 2 4 4 4 7 7 7 4 0 4 2 2 V
1 1
1 1 0 0 0 0 0 0 0 0 0 0 4 0 0 0 L.
0 0 8 9 3 4 0 0 0 3 7 7 6 9 l
C a
7 2 3 0 0 0 2 0 5 4 6 A
t q
0 2 1 2 oE 4 1 T
7 7 5 4 4 4 7 7 7 4 2 4 55 3 9 3 0 0 0 3 3 3 0 1 6 3 3
- t 8
e c A
r a 0 0 5 6 6 6 0 0 0 6 3 6 5 5 of 6
2 2 2 4
6 6 F
8 1 3 4 4 4 7 7 7 4 2 4 3 3 5 1 7 0 0 0 3 3 3 0 1
0 7 7
)
t t d
A c c e
A i a 1 4 6 6 6 6 0 0 0 6 3 6 6 6 u
r f 7
2 2 2 4
7 7 n
F 2
2 2 i
t 0 0 0 0 0 0 0 0 0 0 0 0 0
- 5. 5 n
5 5 5 5 5 5 5 5 5 5 5 5 o
wl o a 9 9 C
r 9
I Z
l g
5 F
(
2 2
8 3
t 5 555 0 0 0 0 0 0 0 0 0 55 c5 5 55 2 2 2 2 2 2 2 2 2 5 5 1 1 1 1 1 1 1 1 1 r
a i
Y F
h C
C e
0 5 2 7 7 7 7 1 1 1 7 8 7 7 7 R
, '. 6 i 4 2 2 0 0 0 6 6 6 0 3 0 2 2 i
!l' I
t l
d 0
6 9 1 2 2 2 1 1 1 2 I 2 1 1 B
I D.
1 n
1 D
h S
2 1 2 3 4 5 6 7 8 9 O 2 3 d
1 2 2 2 2 2 2 2 2 2 ! 3 3 3 3
W n
1 1 1 1
1 1 1 1 1 ! 1 1 1
U E
I I
s t 2 2 1 2 3 4 5 6 7 8 9 0 2
E e r 1 1 2 2 2 2 2 2 2 2 2 ! ! 3 1 1 1 1 1
1 1 1 1
1 L
V d a B
o t A
N S T
, - -. _ - - -... - ~
~
~
's.
6
@A -
P Q
N 'N kk
~
u%
g 9 M
o 5-T flll3 an eEs M.
M, e.
e e se ta Ch u-G# Ge G8 E em
.C tr3 A 63
.e
=O e
M O
CD G3 e
ran
- O O
NO I.
6 i
E3 E
O O OO O O oO O O O OO O a
e o
e e tr9 CD O= 4 M N O ere O o es
=O
==e er ada N Oe O oooO O om o
e e
e e
e e
e
- O e=*
=O D
CD M GP* CD
= F4 N M ar tr) ao CD=== er P
N CD M ene one== NN 99 40 tr1 er 4 er =O O N O OO O O O O O O O O O
=e*
es gD.
EX; S#
Es M
- P ar1 ee (Ea
==e P9
.O em t% N P3 pg er erg art
.O e%
e e
e e
e e
e e
e e
e e.e.
sie ens e
a e
e o
e a=e
.-e NN peg er egg 43 res ID O=
O N=
- e OOoO o aos ea
-a=
 LD e9 tC G8 e
O OO O O O O O O OO O we '-
O OO OO O O O. g33 ooooO O oO O oo ens M P9 W EP= ee se sp u
e e
e e
e a
e e
e e
e e
e e
e e
e e
e e
ese e-o ms CP=
O M gr. N ert P=
O er
=O O= 4ti
- D tr1 ee-Ga e' n *d3 GD o to W"e
e N P1 p9 nr1 d3 t
O=
O a=
F4 tr1 C
e e========
4 M
O KL3 EL C
en s
O O tr OOO O O O O O te Lrt D
o ar1 e.9 O er'3 >= OOO O tr4 O O oO art tr3 art arl O E
dl2 s.e ED ar'esO er) gr3 N es
- So.
N e
e e
e e
e a
e e
e e
o e
o e
u W
u eos e
e o P4 e tr3 =O P=m O= N ed3 O er b=
P4
- O em **
.G O
C
==e *=* NM NNNM P9 er tr3 an.e
.e em.
d 6
J eP EIS er O O C O. O O O OO O O O O O een 9l2
'er" G3 o
P=
O-a=
tra >= r 4 9
=O P4 rw== tr4 e EE3 N ao ut 6
68 s
e e
o e
e e
e o
e e
a e
e e
e e
e e
As C C
en a'P E
N
+9
=O
- < ee D
OO OO.== -ee
N N pas er try r==r CD EP* O.e se e-o==
es e
S aA me an e
trl M
D ma er ee **
Cir
.agru O.O. O. O O O O O O O O an om 3 ** Art O O O O O O p=. CD. C rd
=0 ED oN
=O -
e es--- - a. _...,. ~ _ _ _.
_ _ G.O O-em C
.se nft EI3 ph e=.
e er e
e e
e e
e 48 Gd b
.e.r
.e W
c3=
en.s e u oO====== tad Ntt er n.O ED.* *i er
=O tho== ort -
u==
- W ep e
e e
e e
e o
e oss e4
==e es*==* N N 2
eJ e
=W M
c WO U C h*
me W
O~
C Se D
e e -
N er t>
O O f% sp CES
.O >= gr5 om O O O O O O O
< em *=
e,e d2 5 N f4 er CD -= -0
=O O N er O cI3 N O ar4 tri tri o tri 89 em e ta
=O CD C P1
=O
- > eue oO o o O=
o o re f4 N N N 4A 3e 3e e
e e
e e
e e
e e
e e
e e
- ee NM tr1 r==
O-P4
== 5 e=*
D em c e
e e
e e
a N P9 ear u's
.O rw oO====== e4 O
en eo se== N C CF
- =*
a-o CF 3,ea D Sf 4
O tri o n O O O O O 'O O O O O OO O O O ee
.se W P-ON oonO O. O. ooooooO O O e4 P4 es
.O
.ee e
e e
e e
e e
e e
e e
e e
e ee an OO ** **== N N P1 er tr4
=O c53 O N er
- O EED D er Gd 48 y
ene==== **== F4 N gh.
su O
O g
E E
>=
i
/g i
l 9
s 8
s r
/
o 3
)
t e
l y r f f r
l e
n l
w e
n l
A U i e e o
l ol t t d
l l
i 2
h r C a a e
f hi 8 s C s r B
s h r
e D D z
(
C 3 o
l n e I
L-Q $
y o
C s
o e
l k
8 l
o C
d t
a a
s r 2 a
- k )p n
e o e w o n W H
A r
o l r
O B B t
a le8 lor s
o f
y y
B R l o
C y
r n
e d h o
(
d o
a o
2 f
R y B t
r Md e
n a C o a
c a
ed n
i o
C H s o o
n l
r r e o
L B r r B s
e o e
t a l p
a e l
e u
g r n
e p t m
e n B c a z n F
r t e
e e e o
t w
a e y w e n G
h r h C
i D o l D a
E C o l R S o
y n o S P C r
a c
o r s o n
r e
fi l
t t e s A t p
2 2 s
i h
u n u u u
S U U i
n e
c h oF P 2 h c
o S C 0 S e
& L D
e p
R R r
s h w S
!y 3 3 H H 2 2 o
t U
UI n i S p
t c o U U R R H U C
U is h h
6 a W 4
B s
3 h A 0
h c 8
c s
)
8 t
i 3 a D -
7 1
I C
6 6
0 e
I I
6 L
I 9 L 1 l
I I I n
h
- - eH 5 2
f l L l 1
1 l
V I
V.
L L
0 N
e b I i 1 1,
I I
l 1 I
- - i 6 7
)
I, P a I
- - V I
c D 1
t 4 9 D
T V
1
- - v - -
1 M
1 V
e g
p t w5 n
6 9 5 6 1
7 6 8 3
s nD
- - e e
(
f ig
- - 0 5 8 6 - -
7 2 7 - R t
e M
r 6 1 4 5 - -
4 3
01 7 -
x 9 R a
- - 3 1 1 1 1
t E 2
(
M 1
- - a. d R e0 e 9 7 2 6 5 1
5 6 4 0
s g - o e
r 0 N 4 n s 6 4 1
3 - -
7 7 2 -
1 a 0 0
L y s
- - - - 8 1 8 7 21 5 -
h I t 2 D o
- - - - 5 1 1
1 c W A L
s 7 0
D 1
s1 i
t 3 g n 0
- - s a e 9 d
)
8 8 8
8 8 8 8 8
8 t D V 8 K
- n
- n
~
D li
- - - - 0 0 0 0 - - 0 0 - 0
- e n c0 n O i 9 o
r 8 p n e t
s u h t t
- - o o p l a
- 5 5 5 5 -
5 - 5 5 - C h s a J
l
- 5 5 5 5 -
5 - 5 5 -
S oC e
C l
st n l
A A A I l
0 0 0 0 0
0 9 9 7
i t
h c l e -
- - 3 9 9 9 9
9 - -
8 8 -
9
- - e I
s E t 6 5 5 5 -
5 -
5 - - 5 5 -
9 t
i o -
- - 5 5 5 5 -
5 -
5 - - 5 5 - o s
(
- - N D
N n
e 0 0 0 0 0
0 0 0 0
ig k
r a l
- 9 9 9 9
- 9 9 9 -
9 a
H t E
- 2 2 2 2
- 2 2 2 2
M I
- 5 5 5 5
- 5 5 5 -
n wo l
e 3
1 1 1
1 1 1 1 1
1 7
F s
0 0 0 0 -
0 -
0
- 0 0 - 0 u I d
G P
0 6 6 6 6 -
6 6
6 6 -
6 n
d 2 2 2 2 -
2 -
2
- 2 2 - 2 A
l H C
s n
e w 1 5 5 5 5
5 5 5 5
t p
5 e
u o 1 1 1 1
1 1
e F
P l 1
1 1
1 1 1 1
1 1
t
- F 91 91 9 9 9 -
9
- 9 9 9
r l
2 2 2 2 -
2 -
2
- 2 2 2
i C
u 0 1 1 1 1
5 2
q r 7 b
2 2 3 6 6 7 7 7 B 8 9 0 0 1 2 2 2 2 2 1 4 5 5 e
d -
8 8 B 1
1 1 1 1 1 1 1 I 1 1 2 2 2 R
N t E
i e e e e e e e e e e e e e e e e e e e e e e w
. x d d d d d.
d d d d d d d d d d d d d d d d d o
N E o o o o c o o o o o o o o o o o o o e o o o l
M N M M M N M N N N M N M N N N N N N N N N F
r 00 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
t d s n
H lo 6 6 0 0 0 0 0 4 0 1
6 6 3 6 5
2 2 2 2 1
0 0 0 4 7 0 4 0 0 5 5 5 5 1
e D
5 5 0 0 5 7 6 3
n
. F 2 9 1
2 2 2 2 2 9
o N
2 oc 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 0 0 5
o r
C d w f
a C
iH o
6 6 0 0 0 0 0 4 0 1
0 0 4 7 0
4 0 0 5 5 5 5 1
O
.F 2 9 1
6 3
6 3 V 5
2 2 2 2 5
,l 55 0 0 5 7 l
2 2 2 2 2 8
5 2
y ra 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 s
t s
e n o 22 0 0 0 0 0 8 0 0 0 0 B 5 0 8 0 0 0 0 0 0 S
o F 1 1 0 0 1
3 1 6 1 6 21 1
5 5 4 4 4 4 u
B o l 0 4 2 2 2 0 0 5 5 5 5 1 1 4 8 C
1 I
k k r R
0 D D 2 R C C C D1 D1 C B 1 81 C D U C A I
t B B e B C 2 2 2 0 B 2 : 2 I
I E
n t
I l ni 0 S C 2 2 2 H S 2 2 2 1
1 2 2 D D 0 D a
t p W / / /
l I 1
/ / E C s
5 d F 8 B 6 2 d A A A 8 8 G 6 6 G l
L A
o s C C a B
o e 0 0 r U
l t
t t I
o A
C D a a t 3 3 3 H W 5 2 2 H W 5 H W 1
U t
T N N S U U U R S C U U R S C R S U U U U U U T
O 8M/
/h b
2 2
6 2
a 4
4 5
7 81 Tg t
e e a
h h
h h
h t t D
5 5,
5, 5,
5, Nf a a D D f
81 B
8 0
B 2
3 4
5 6
4 l.
1 1
l.
2 2
2 2
2 O
C fYA 5
5 5
5 5
5 5
5 5
5 B
e c
r y
u fe e
le e
e e
fe e
fe e
r f
f f
f f
f 0 E E o
R R
E R
F E
F R
F E
S 6d 3 ed 6
6 0
0 0
0 0
0 0
0 e p c ot 7
7 1
0 6
0 5
4 0
5 7
7 0
r e s) t a k s
0 5
5 0
4 1
e e e L i 1
01 2
1 1
2 1
1 h r h l
S F C 0
0 0
4 5
5 0
0 0
u l 0
0 6
7 7
41 0
4 5
o a 4
4 2
5 3
l p
t Ig a
F a
6 E
D D
C R
U C
R 4
s g
I BI 2
2 2
E C
E C
E D
/
/
/
E C
W 3
s I
i 6
G 9
9 A
d E
d 0
o H s D
D 2
2 2
S 2
2 C
S 8
t e
I H
W S
2 l
0 U
0 G
t U
E S
C U
U 1
3 3
I U
U U
U 7
H 6
0 f
2 o
0 y
D r
M aes b
d g
d d
6 6
6!
5 7
S e
2 2
1 1
1 1
2 1
2 u
s 7
7 6
7 9
7 1
3 1
d o
c b
e b
b 5
4 5
4 6
I M
6 7
1 1
9 7
1 3
1 2
I 2
2 1
1 2
1 3
1 6
7 I
I
. e e
f 1
l l,
l e
l 1
I I
1 V
V I
l l
I b
b F
a I
1 I
V V
i I
a T
V T
a 1
1 8
8 0
1 7
8 d
3 3
t h
h n
h h
a a
h 5,
S, D
5, 5,
S, 1
9 9
1 B
B f
B 1
1 2
O l.
l.
l.
1 i
i 3
5 5
i 1
3 5
5 5
e e
e e
e 5
c t
t a
r f
f f
t f
f t
o F
R R
t!a e
e o
f o
o u
u e
e e
R R
N e
N N
c R
E S
0 3
2 2
4 6
6 6
3 2
0 s) 0 3
2 5
5 2
8 0
1 1
1 s.
9 4
ot 6
4 1
3 0
3 3
5 1
L t
3 1
i P
T 0
0 0
0 4
5 0
0 0
0 e6 o e 5
4 4
1 7
6 5
0 5
n w) 0 0
0 2
2 5
9 a g l
p 4
r i F (g C F
(
7 6,
9 0
0 0
3 9
5 5
8 0
1 1
2 0
.i 5
5 2
4 4
3 2
7 2
2 3
9 6
7 1
6 7
5 5 D.
li 2
2 4
1 0
1 1
4 4
f f n
2 I
1 e e a
t R R a
9 5
6 8
5 D
e.
9 2
4 4
3 1
g e
ic i 7
A 7
7 7
7 A
A 7
A c
f s
6 N
6 6
6 6
N N
6 N
e e
t fi i D E
E E
E E
E o
r i
O F
F F
F F
F N
r O
ii
- 1 l
I jt t
a 4
f o
y r
t a
a e
s 1
6 6
6 f
9 2
8 1
f n
d 1
7 91 71 21 3
1 1
2 u
e 1
2 2
1 o
0 5
5 h
d e
8 1
8 2
I 1
7 9
7 1
3 M
1 2
2 6
1 1
1 1
1 2
. e 1
l le f l 1
V V
l I.
eb I
1 b
R a 1
I I
lV i
I V
l a
T V
T
(
she 7 2? c x ' * ~1 CALC ULATI"" f.UMEER:
"B' Gio(a7 - 2 8 03 H.ThE FOLLCW~!.G ECN& HAVE EEEN FREPARER CATEEM/ 87 jpg.,;E,]h JAggg iVA CONTRAC7 N0.:7v E ga./73,*-r0; A ECN SYSTEM BOUNDS CEECRIPTICN L1970 057 REPLACE ALL a IN. & UNCER CAREON STEEL F:FE WITH STAINLESS STEEL PIPE PCOB3 057 F0157 057 REPLACE SEAL H!AT EXCHANGER DELETE CORE SERAY PUMP MOTCR EEAR*NG CC P02SS 067 PROVME NEW ANCHCRAGE-TO RE.:
BOLT ANCHORS THAT HAVE EEEN IMPROFERLYA INSTALLED P0289 C67 PROVIDE DOCUMENTATION FCR PIPING SYSTEMS SEISHIC ANALYSIS P0350 067 MODIFICATIONS FOR THE LONG TERM TORU3 i
INTEGRITY PROGRAM P0292 067 MODIFICATIONS TO THE CONTROL DRIVE HYCRAU SYSTEM P07C9 C67 ADD THROTTLING VLV UPSTREAM CF EACH DG ENGINE CCOLER AND LOCK OPEN DOWNSTREAM BALANCING VLV P0729 067 EECW DEDICATED RHR$W PUMP DISCHARGE A R RELEASE VALVE POS30 OS7 ELECTRICAL MODIFICATIONS TO COMPLY WITH APPENDIX R REQUIREMENTS PC955 057 J
INSTALL NEW AC EQUIPMENT AND ADD COOLING
(
. P2C42 LINES AS REOUIRED - UNIT 2 057 HANGER MODIFICATIONS PER NRC IE EULLETIN 79-02 AND 79-14 P3020 OS7 FURNISH INSTRUMENTATION FCR NRC IE EVLLET!N 79-013 TEST PROGRAM P5079 057 RELOCATE VALVE 1-VLV-57-C572 TD U.:ETRE AM C.:
VALVE 1-VLV-57-CESO P5302 057 HODIFY FLANGE JOINT CN 4-TCV-57-C052 - UNITS 1&2 F5492 057 ADO DOUELE END SHUTCFF CUICK CONNECT TEST FITTINGS FOR REACTCR WATER LEVEL INSTRUME P5453 067 DELETE VAC PRIMING PIPES DOWNSTREAM CF 3-67-0669, CAP LINE AND LOCK CLOSE 3-67-0559
- UNIT 3
-m.~g a
i j
- = -
"3 Ti FCLLOWING EC5s HAVE EEEN VIEWED FC R CALC. IMPACT CALC
. TION NUMBEil: #s o - Qq op-e l
M6 PREPAdERA W I(
TVA CONTRACT NO.:T\\*-7164A/T D AT E f/e /8 9
_ Ci'ECHER, A6C k
ECN SYSTEM BOUNDS DESCTtIPTION l
P0360 023 P0913 023 P0914 023 P0976 023 P0977 023 P0978 023 P2042 023 P0192 023 P0194 023 P0289 023 P0381 023 P0631 023 P0739 023 P0823 023 P0830 023 P0883 023 P3020 023 P3145 023 P3164 023 PS160 023 P5177 023 C
P5455 023 9
e
/
k 9
J
(
(
<w..n w mm-..sm n.c
- s...~.,.
- m..
m..
p q
=
~
L
=
appauts a
ggg,Ly e w, e._ *Mnesa peut angst e eigPP 1-enr't. Im # 99hrtee-fece t
e e.
amas sm sim
.. su erwin a m
A sue #
reie testatrWIn e' stu m EE # -
15 5 #
q i
al funciame Euta &mnam h.a Aed s) seressust ess 33 ansant assa:
- 38. tasenamot Sete Shagg aJa
- 1. Assy E.5.P. Is. Is * *
- 31. Amor esta ses
'
- r. me coerettee cru a**a-
- 32. system testen crtterte m e m f
- 3. Air Fles: trient/ArTgut SK.,,,34,
- 33. I M C1ese i E - innsame - -vumm 4
M. ASE Code / Class N " - ' P - saa = -
C) CDR.ts:
- 35. Selenic Catsgery
- - - ses Arr 48 g
- 5. Est Air V e/sep 86"'" M *f*
- 35. Oesitty Group
. :s l
=*
-r
- 6. Log Air T e
- 'h*F 118
- 37. LSCatles IIOS/[] aa 2
- Ramama
/dsm h M
{
- 2. Tot Capacity. BTLAI LT **** MfE4 4
- 38. Oldg Column Lise mis.m *
- 8. Camd nas Wtr Temp 'F 8t as 39.
1 1
=-
i
- 9. Camd Mie Wtr Temp *F
- o N) tm!T ENIADIBUTAL CSSIT!WI5:
1
- 10. Camd Wtr Man Flow GFR
'? *
- 40. Temp V e Mas /Rio na N
- 11. Wtr Pressere Drop Ft M
- 41. R.N. 5 Man /Rio AP / As l
- 12. sw a na ===.am th** - ~ m h.
- 42. Aude Pressere MaanHe m / m.*
- 0) MOU5tNE DETAILS:
- 43. Radiaties Dese Total neds **. 6 e i m*
- 13. Water Coma Location seo
- 44. Air Quality- " Ana-I
- 14. Olscharge Location "Te r 45.
- m a a m. m i
- 15. Mas Discharge Olm. WmL me'e m
.)) YENDOR SUPPLIED DATA:
- 16. Intake Location
- ma
- 44. Unit Maa KYA Inget
- 17. Ras Intake tie. WmL *W* EE*
- 47. Compr*sser Rated W
{
- 18. GA Length or Depth
- - * ~
- 44. Fan Rated W
- 19. 0A Height ae ' -u' = V 'ma.
49.
- 20. 0A Width T * - r' ~
K) EB Doctp6T CDerTRE.11TA:
- 21. M w. a.n su re - Saa m w e 2.
- 50. Gen Reget TYA 5pec f sdLst-m-trti E) LMIT ACCESSORIES:
- 51. Tech Spec..TVA Spec #.6L4L
- 22. Filtar/ Type A / ( A M M
- 52. Motor Spec-TVA 5pec #
- n u
- 23. Air Discharge Nozzle
- 53. Applic Setsste Criteria n.% oe..*a a.=n 1
- 24. Air Discharge Cowl
- 54. Applic QA Attoclueet F
%*
- E e er
- 25. O t = ^* " M ; z t>sur on s'e=e F) ELECTRICAL DATA:
- 26. Power Supply y/tH/H2 albo d44'/4 tita 3Q MMN 7 h a
- 27. Thermostat Installed on Unit.gst,
- 28. Remote Thermostat /Yolts g P ng ye, Q, 29.
Comments: tT a >4 t4
- N L %. A rac_
Lte,to.*l 4
4r2_v a 4-cue w.mau creoif w.is < se Aerman 1 tTf m et ar. Mcfra - 09,7 w ed e s. t.
0 2. "O E s t u.13 h CCA M receFedt GtTEt s2 % g Pt'. Oe M'.t.Q OF O. T M n%n to
- s).J,Y t%C C %4 La TO 6& Aet -I"ta.e4T
- ALL W f* LNI O t' a h3 CT A d C'!".oA.)
< *n.
.,1 t.
our c a..s h ow*
^ d o wn ec41a b ew n A &c s et>,we t,-c a s
~
m
.a m. s,,, e c.emm e, FILMED FROM r~.w e
BEST AVAILABLE COPY"'-
- I I
I I
i i
l I
I I
I Minecearosseuim cm sect
=
roestner wiur AurwaarTv al I
I I
I I
I I
I I
I
,an Dsrm.Euca)2_ _
M." t 3. v.:4 3 _o_.: _ _ _
.1^
'i
_I I
I I
I I
I I
l I
is._cr e e.r m : _ e e m :.._ _ _
.g m es._......._...
s m.l.u..,
T_ _.F..I.1. l1, e e,p*
Wm :, m.i..,a r I
.i m u..
we L
f..si. d I a erJ
- eI&
e.e.A.,a Ma v $m pg t a.6 A. se 4 # ju,$he g S$ 4 ti M90 t$&
gg lgh $
.( f k k l N
- llD 4
l
.c s
s i
)
Sheet 40 of 102 removed per instructions from TVA l
i l
4
adm. -- ~ w.k m.s &
.e.
r Ja %
- y.. 7EreemEE Y.ulsY Auftsantryg
.bWQAMa DfmoN 00' PURCHAMPg,,
, _ Gk!
isis 58
- Qn A.s U-
> 8"""'* 2""'" 8*
ta N
. m. me s
a m9rrArx'n-.a "*
. starch 21 "19dB "
h om se, snau I c,l 2
'trowes Ferry mite I~, e, & t N. san. AND AccarrANCE l
-v-
.. fG
- pwrrATMN m January 25, 1968 BdD s,j, 23 68 "n,'.".','m's, ENOKN.2
- a c
e, e nu p.e e.s sees d a ems, p.m rucm.
mm -== e-- m.a..===
' 2 f
sums.w:00 a.m. urr Fettri &v 20. 1 en.'
we es enesman en enan, aus enheyp a3 $s ganhaste tsfEW. e3 WOEr415md e
samr and assume s em as he _, emana aD esse sa mis assues anw.ese anee
,' ens ese as assess aus s =, mas, me.
savesser memens d espume es spesen tamm a es, or se er en mee,ssens. es emnet es ass =mes amhgr ese a.a te smeses same tesgue, Deneseseermee as nur send as as psaw.ms ses,ses se se tasme.
e m yres esses asseses essa. men may
,,,,.fp g ;,y,;g
.,9sseessa w.1*T astristaffT.er E E Thqtag_,, nas eenes as er me cans eg omen,
,; =Q'* ;*7c Imudumme asse None a*
pa.ssamme oss s eta==s a.s,.i.m.ma.nns.as m.s.w.s..~ -.
s.-
v..
..r o ms.
e s.s i.m.s
-.sm.,.s m
,,,a__,,,,,,c,,,,,,,,,,,,,_
s,. a n-m.
y, y
. > y 4. T. g g.., eg h..
gemy 3*
p
,e,,.,.,, m u n u nqui m i,
ns..
_.m,
- - n
.c
. mt.u.ne is, cman i. e==
- . s
- .a.a. m,,.sw. w.in e,
e sanan -
Set 4Eh of Prioss (**atndiat g,.
a -
....n=_
-== m.
a.
e an me.,,
,p
- h @ ig Data)
.t menag we, %, s.e.
a-se,e am mm.m..,s.._
.m.ms sm.
, me s.
Ouarsatesa Data
.,C
,Js;J' 4 *y$.,
f;,-
glum,mme edy v'mato ampuppe amnema et tes es tItm er ameus)
' Squipnect Data an
__ -==ms:w essawonw was eram.
.EP'8 g g g mm w is s..ssme mean an...reren.s -.w
.=nme m m ese-,,m, smear f.
J l GeneralConditions(foru$0$2)h*$'-
8"".'.'s"e'c*e*n' "*a"c.8d *' m'a"*r"n s"".". "==s=*=*=,s*e.*s*e.".s"a"m'm sin e. ag,_
"'*""*"*'"''""*8"'8'""'8'**"'"'8*""***"'*""*"
.:)
- yalsh-Healey Act N pnnA f.serimir:stion-Assursnee
- MM. h '*" ".M6W ' *"" T*N5'9 d
"**
- ens ame.,
' "5 (Facilities).(form 99.23)
==s e
s Sm cm3 ssu..,_.
i
,. = m-. am mana.s.
s.,,,,,,,,.
.s,
. nar; TVA Bpo 1
on
.te n-u.
.eme as
- m. - - - - 's,enaseen ear g
D.J" J'M emarasent au per,emme et sensa musammm9 en esame se emmsw ees ammass as se to tad
~
M 7
.afi'E CEI V E D
,1 I
an
, = p gen een ame me.
esm. as_ sans =
e m e., am,nie, amm.e e.-e..id w samis ass =-o mammanns n, as ensam em a
m i.
.a.c.sc-
- hr,wt,emos.r sur.w.eeg t.usmQ e., sm,.
.m.m
,, s,,,.. e.t emu.eregge em
@yg. g-
~,.,.
es 3 1
y
.m.
mau am- = s.,--*nr,,,,
.r,. n, - e g
w om,.,,,..
vns 1s/
- >. g
- ~ -
CAB g
4 yu Njnp[;9' WORTHI GTON AIR
%E'@@g 4
- c. ien-.m,
. v.
ep.e..(n)to
- '" ""* "'a _ N7 BROADWAY, N. W.
%MMfM
'"[*"'
c5sim M. m
'mr.sst.h. M y
~ r
.1 c
.ss s s..w u
~,
c
.M1 (35)
'7/ kJ [ [ M y
N f k.. Nhh g'hg.
CON 1XW TW.- m eau.sv acmmarry. "
d a== sam mar = = Itas 1, and 11" re.
M-*".7@Masar. Athene," at.m.a.-Y gmired by TE Item 2, Addendte No.Iis benby
) 'made a part of this contract.. r p.
- 4. q' *..
. ri ffre.mW
. g** "p m=;, p**' * * " rMARKs c====.10 y = *
~
F.C.B. Browns Ferry Biaelaar Project,'near rwrr an -
E E s', A1.bmia. mir dr pr.Pata motor h2
.m m....
- @N, G
.#iC MW%ctN
~
~
to be semit.t.ed.by A.pr.il.n.,' 1
.v asman uust aeruserry -
- yA it 1-(iedB ;+xQ*"m %q
@,%,1 c.
k Damensa
- .sv rty - m,,,..,(.o; m J,,y.
.w m,,
- erW w -
s -.c/'C
=.mma a n.,
.-n.emme.
weisaminemens; Shes ammim
-$3 u
g-
.N F
K L '
a, ' ' --;ogun i
numhet du.rftpuhet et angest, er artete. M. tab
.)W qui.
u==aa8Sa
- s e.a. i
-w ^
- r=rw.t. ee %% p,cu<
8 " " " ' " " " " " " "
v.v.ast ed ee menn nlyse sertv.za""W:.-
D' m.,u.m.
M -N
/c*
4
",swuns ashw an== tm Deen
-p~.
MU.
EEw'z-
~ """
a k
, ",,"."m,",f,,", *'M ~a w
r.y 2.,m.
u n
A.,
m
'{ v.
q,y.+, gag m ep.
q q
.m
_____2 g
' ~ - -
%, a eur. * ' h....
en=2 ssm-t g.
mum e.#
g
(466.5.4Q 4@ -qq op,oga3%
J:ygg.; N or.M
., ; N-
-Y'
.. i Y?.
Bo, '. :.
%,,,s.,
5 e
7,,,
g..- *
- * 's
'%?
f ?; ',
'.4 ^. il.',.
l y'. *..
)
Tpmam YALIET AU!!KRITY
' '4
- .+. '
y, y.--
.~
(
3 se.,
m.
00ARANTEED DATA
. i.5 jd..
. ~h d.9
?
'j@
The bidder bereby guarantees that perfbraanee and cha'racteristics of Y.'
"'M) 7,6 '
' equipment bid upon kill be as stated in following tabulation. In case T'
g*
of conflict.between data furnished below and any other data furnished with
' y,t.%%
bid, that furnished below shall govern.
Q;,,
'M TVA considers this information so material to its decision on whether or M-z
. pt(N]
not a bid meets specifications that omission of any of it could make impossible such decision and cause the bid to be noaresponsive.3 A bidder.
%;7, '
leaves any space blank at his own risk. All of this information must be
'(
in bid when it is apened. Omitted data may not be requested by TVA or
+ p' /,';
~-
accepted by TVA if offered by bidder after bid opening. If omission of information renders a bid nonresponsive, such bid will be re,jected. The
' '4' same restrictions apply to errors in data submitted in a bid.
..,s
.g General Overall espacity of each ebiller to cool 410
-sps water from 55 to b5 F
'g r )
with 500 gpm condenser coolin6 water at initial temperature of 90 F under pf, followinC operatin6 conditioned f,d..
?.
r i
Condensing temperature 111.s degrees F
,., -?
Suction temperature ua degrees F P f'
'j!
....i j Overall floor space required 44" wide x 166" long g-Mart =um headroom required 91 13/16" i' ';,',*;).
va p'.Q,
A. " " t prj 00eoressor.
7;g,.,_
gg.
Rated 'especity 170.9 tons of refrigeration at 35.6 degrees F
'.?
C lU suctico and 11125 degrees F condensir.g t.esperature
- .j =
Brake horsepover,199
.4.,
3.;.
Oear rating class ACMA Closs 12 "J
if 4l:.
, _ jyj
'.,,s V...
2.,?.M.
Noter-
- , n
.:y
$y, '
... /.<. igg j
Horsepower 205
. 9.p.."w;-
P,l.:
iull-loadrpm 3540
.., ;.;;. ?
g.or,:..:
~.
,,;.,.. w4e L ;,.,..,,.
yf29fQ '. '
l' tr.; r &
-1"
. w,,.,'. %.gn.$ f,C' t
v
,b.,.,-...
- y
.[._.
w f.lgh*:3;g hl*Qt'-Q'.gh...
..y ;g f,... 3
-). t lp =A.ad '}W L
..,.. - N 4;
"q,;i 'j * *.
- y.
,. ~..... :.
s h ','.. p";,
3 w..
- f N*
Y f
3
(
(
casa.r.44),, ah-qq os,7-eeaan,
,5ve.c r f 3 o e N.
?
e
.~ i..' v,s.G. ::S. ':d. =
A..,,,,-
]
'...g
~
'.,g-.?g
".,' *. l ? * '
a 1
6 00ARAvrt2D DA?A (Continued)
M I
.A
. '. '..d 011.Pur, Motor p
Norsepower 111 at 460 volts 3
phase, 60 cycles S!!
l0 x
Condenser
.~
- .s'.
Road lose throu6h condenser at 500 gpa, feet 70.4 i;
s Bated capacity with Soo gpa incoming vnter at 90 F, teos 170.9 Yolocity of water in tubes, feet per second '
9.3 Tested for 225 psig -psi water working pressure and 30 poig. psi refrigerant wornin6 pressure.
Chiller Itead loss through water cooler at blO gps, feet 14.0 g)
,.4 Velocity of water in tubes, feet per second 7.4
~> '
~IN Eysporating temperature, degrees F 35.6 Rated capacity 170.9 toes with bio spa of vnter entering at 55 F
..r t.
Tested for 300 psig. psi vater working pressure and30 psig. psi
'(
refrigerant working pressure.
t..e
.. ;.As t
- ,;,.'36%
4 5.. r ve u._.:.
'M ',.. ;' 9.Q.g,
".49
.:u...
L --
+
J.D fffnP.,.;q.,...
.*'"yfyg& h,.;<:
~ 311.,
.Qftit :.6.7.:
%1g.
- . l
..:q,... tg.4 2 :'.&;.4
,g.
i a -Q5 <
g e,..; q$",, '.
., ;, e;-
(
Q:..
y' ;,
t t r. ~
. s. W.'(#.4 t",.a;1Ze, c
Sh
-i,M.i.'
- '. M,'.'. 4 yl % ?. 7*t M 2!?
4 M p,WORTHINGTON AIR CONDmONING 00. ~ '. '.,
),
N SUtTE.202.
.o.
<. :?.' ;W m
- r'"
'P *F -VA Tr$.Id$$#
1 f4N,$1517 BROADWAY, N. W.' r - -@!. -
m.$
k,4.4$m.NOXVLLE. TENNESSEE $7017 7.',*E,c:/tf.,,P*#"
K
.W:
i
$7 /
1.314 der
, D..
i yp,-
s.
..W1.lL:7 ygy.:rt~w:
n m on
.m:YQQ,p. $ u ;.::'.'
. n. n.4v.l.u..,.,u m. ;' v' 6
y
. u..
. Ahj' 5 i
I
.,..,,....,,a,J
PCX120-0 THRU 350-0 M'$jh *N CERTIFICATION DATA i
(2) PCI 120-0 -Q UNIT MODEL
{
CAPACITY-112. 5__ rONS, nFRiGruNT Q[ R.22 O Omrt R.
NP 135 CONDITIONS:
CHILLER CONDEN5ER rLUtD O % eY votuMe, O % SY WEIGHT H2O H2O FLOW RArg (GPM) ldU
.MU INTERjNG FLLAD TEMP (*F)
DU 95 l
LEAVING FLUID TEMP (*F) 45 105 PRES 5URE DROP (FT. EOR Pr.)
N ll FOUuNG FACTOR
.0005
.001 COMPRESSOR MOTOR FURNISHED sy. M DUNHAM.suSH O OTHER5 MOTOR 150 H P, 3600 RPM, Tyre, KOftN DRjr PROOF (570.1 O OTHet raMr$c, LOSTS ELECTRICAL CHARACTERISTIC 5 i
COMPR t550R Oft PUMP MOTOR tlNE VOLTAGE 460 vf of 60,
460 vf 3y 60,
N H
/
W5E / DELTA 1105 31.0 CONTROL ORCUTT 113V,18/
60 N,
sTAttrRs ruRNISHED BYs k DUNHAM.lV5H O OTHERsa wiring DGM. f C5--Ir,M 1405(X1309)a&B O wyr DetrA CPtN TRAN5 MON O WYE DELTA CLO5ED IRAN 5 MON kACRO5$.THf.UNE O AUTO rRANSFORut 1
STARTER Options Trans. Mounted On Unit.
2 COMTROL titan 5FoltMER / 3 KVA 2 KVA O AMMrTtt 1 PHA5e 3 phase w/swrtCH O COMBINATION /Di$ CONNECT O ruSED 0 UNFUSED 0 CiRCurr 3RzAxER "DUNHAM. BUSH RE5f tvts TNE RJGHT TO $ ELECT THE START'? MANUFACTURER FOR ANY ST ARI AVAILA8t! ON REOUIST. STAtitR$ MAY BE SUPPUED BY OTHt25 807 MU$7 CONFORM TO DUNH AND MUST BE APPROVED BY THE DUNHAM.8USH INGIN![RjNG DtPT, STANDARD fQUIPMENT
- 7. PLOW $wrfCH SUPPLIED UNMOUNifD FOR FiftD IN5f ALLAt!ON.
- 2. WATER COOtt0 CLEANABLE CONCEN5ER. ASME $ TAMPED FLANGED8. COMPLrrt wiring wiTH PROvi$lON FO R SAFfrY INffRLOCKS CONNEC110N5.
st1wf!N CONDEN5ER AND CHILLER WAf!R PUMPS, COOUNG
- 3. COMPRt550R, wf1H COUPUNG.
TOWER FANS AND COMPRESSOR.
- 4. Ott $EPAllATOR/5 UMP Oil COOLER AND N!RMEDC PUMP WITH
- 9. MANUALLY ADNSTA4LE LOAD / CURRENT U4mNG CONTROL MOUNf(D AND WlRED Starter.
ID. COMPLETI FACTORY SUPPUED REFRIGlRANI AND Oil CPULAflNG
- 3. INf tRNAL CAPACITY CONTROL CHARGES.
- 6. CONTROL CENitR-CONTAINS NEC(5$ARY $AFETY CONTROL $,
II. V18RAtlON P ADS FOR NON.CRMCAL INSTALLAT)ON$,
GAUGt5 AND pitot LIGHT 5 FOR COMPLETELY AUTOMAtlC OPER.
- 12. FACTORY PfRPORN ANC( T[57 AllON. ADDmONALLY SUPPUID WITH ANil-RfCYCLE DMER AND
- 13. START.UP SERVICE-F A CTO RY REPREstNTATivt ON LOCAfiON" ELAP$lD DME METER.
Folt TMilf t CON 51CUTivE NORMAL WORfJNG DAYS.
OPTIONAL EQUIPMENT M chitter AND REraictRAtiON INSULAtlON 1 VIBRAt!ON ISOLATOR $
RJ5
$PRING TYPf_
Jg Orwit Reirmic Testinc
'~
Grounding Pad On Unit A P P R O V t. U Oil Temo. Gauge and T-Stat for. Heaters f,Tf ff"cW'd E r.
T"'
p A, "... m.:mm el cae -
eno c r *
.t e
- e U At t W MJT@M
.a,a N Otts CONSUL T y Q Q j At ENGINE m ang custoP. r#SWN#'%,nrity Browns Ferry Project JOn IU llO/~77 C UNH AM-BUSH, INC.
l
[.}'l}ig gg, WEST H ARTFORD. CONN. 06110. U.S.A.
l O ip.:i n' 'N c ) p g N
~
nANr m,
603836 cusr. F.o.,
885723 I 63411) w" #
I WR C//tL Wir T
T-og g C4WQ fCWfA$cys.
oATc October 17, 1974.
d.'hp FE R FO R.MANC(, DIMINSIONS AND $P!CIFICAtlONS arf CtRMFIED CORRfCf WHEN SIGNED SY AN AufMORil!D IMPLOYE! OF DUNH AM. 8 U ey
. em / o Ne o,
10/17/74
_,,GEy.,5%In rf L fj ;
74'-4.::047
f
\\.
.'.ry
(
(.? E r, r, ;p c ')
v e r ? Q ca ' "
t s*
o - c.v.9 o c,- o s os e cc, j.,/ ' g"? *A " RECIPROCATING WATER R e r. v. D C,)
s a
t
,J CHILLER PRODUCTS i
o.oa i..= vo.c s o o.v s.. s o :. 66 er 6ao ao ao mvo.cc omic
'.....c.uf act.
.. 1 - _...._--._.
._.L
~.1s.mg.so o.vu wry
<o
.a i* v oic s c oe.g.
(_.....
c... _ _. _.. I _..._.__ - -
M.
. PAC.A m
~~
Luc. W aw
.iNin u n.u.
..v..........,
......w... c o., ~, - o 8/31/,73 ;74C35-84890-1
- co u,.c,,,,,,,,n y,,
L0 0
TENNESSEE VALLEY AUTHORITY l0 BROWNS FERRY PROJECT L
P lo EY T
.o o
t tC CQMPNE5Som f, Crc S7
..as C 6W o S 4.* C Go d, i
"*""'TM'
...". a.c.L. u c__e.s.e. c o o,
5 CoLo GENER AToR [] W A T E_R..C o o L E o C. _G S t.. _C._.A. R. _.CooLEo CG 56 l.T A.o.. 1.lEM 1 ati~.a n"e qs{n.S_. 75_,3
)
"'M
. C A P ACn.y:__Tos=
16.7
! nw l.
24.5 A 1 3 o 3 - 7.4 7 c caocai~o No I
=aiciNG l
I CoMPRF55oM l
l E';#
8,0 N GPM l Po rf TEMP.
fFou6eh4F.CTo.
I EW l
Co..N o f N SING.
vNIT lpi
{
l o,9 g D COLo GENER ATOM
' h l TEMP ov, I
EW
' Aim TEMP '
GPM Po rT.
Powb*cr g? Y
'M
ANO i
C o M Pa moa.Cw.u c a oi 128 l'
ooo c% d*>** f,,4g
=
., # 6(t u IMn..,, u
=
95 50 11.S
.001\\. W5 et
,ow6...,.avom, ocio, oo,o,,,.e r 1
co=ue=... 6o c.6.o 6,eo 48 40 13.0,
. 0 0 0 5'l tp er @,
e.
Lw aPM Po rT.
coo 6 u..
vo.
58 t
m*
W ttttt y AL. @ 4 t W me ircM'cuAN
- ad Moort Amo u sT TYPc N ur rten DwiTw X]wiTwout pM p~
A 3
CGWA 2004 MA COLD 00 s T o. 0 L A.
g* 4 ! *",. p so"
.....,mo
.. a.
GENERATOR QQ.,22 C ain oo" sl.
,* CLE CTmic A L CH A R ACTE RISTIC Si nera,GcaA~T
\\
gugC** E..uo *-,
i
/
N!
CoNTaoh voLf acc 115 voc's I
t l
use 460 60 3
Nz
,N v
N STARTCR P4NEL A.uNE Pa AT WINotNG 9
0
- CoNinot Pasco untoaoiNG,
.g/'
Q q
i
.-r
-<c.a. a.c : )swe* o=
ctv. iso D
i
. come si } s.svre avevio.cew vro i
,c.
.w.
a O s.o,s e s 6:et. l. i. o.r e s 6s et..t. J *= ru O *a.s w 9g es.ccir..rcome.
N [ 'b e6scv.ove6ss o=6,i r
. m...
u... co.. n...., n
.. o.....
n......-.. 6.c. n o
- 6.. 6m.
,u c.
.... 6u, o
om cc.a.=co...Ms.svers6scT O s.<= - v. =6 c' O a's = Le cT ov 6= = o 6v.
_cc.c,, o. s c om e. R tLa c,. C==s u e6scv.ic
'.e'If I
jkP: CiAL rcATunce Aho enTaas 4
ggg g*
B i3 R-22 REFRIGERANT CHARGE-FACTORY INSTALLED D f g?
f C
3 FS4-3 FLOW SWITCH
%.gf qJ D
3 2" WATER REGULATING VALVE
%Q Q, '
hy 3
SIGMAL LIGHT FOR'O,PC & HPC C
3 01L TEMP. GAUGE 6 REFRIGERANT PRESSURE GAUGES
</
3 SPEC. AUTOMATIC RESTART Off POWER INTERRUPTION RELAY THICKNESSTUBES}.
- - C o f Pi tt l
3 SPEC. EVAP. WITH.035" WALL l
3
...___5_ YEAR COMPRESSOR WARRANTY.
-t-
' ' ~ ~ ~ ~ ~ "
' cNecato !
- 5** "a'd co.,. 29
-o 6 a
- a.....a
. 6....c.
o.
t................
SPA O.,n.c.c.c,o o.,,s. 1.4 t / @l.i...
o,,
j
'M No k ut tiPuce j'
- i. f )..o6e v=,i6 p..s c c* e.n as t o b.e..ov.6aov. guy..so.
i n
i l
otaCLAss see no caso.? awfao..
v.a s,.,we S ALrs'o$orn NUMorn
,. ceos
,, o oy.,
!"6TFT c e a 6 c's '
C M E N an R A T E l
J2-A246
..C.__H A T_.T_A_N G O G A -G OO D MA N L
jo6 siLuso
,,,,, _1 o,1
[].......
p [
=
.. 24 JWW- /
Mo.
a
(
e m r.o-o
(
s bb lOS f hh$bi OO y MD - ccQ tt -) ~ g s c3 %
i siawi Ca t t F
0 (4,)V T l$ ' Si
?
~ ",,
g i
- e* wn i n 14 = baO**
l lA)GA Z Y9 2.
O
- **" 55
~~
re.n.
us M
i 8FNP - EEcw syc.
Pgess. me Calc.
ATTACHED To THIS
'l6D nW OCAJ Alo. '.S TNAT whL Affeci 7~HE AcomoAIAL.
woeK.
SCOPE
^Ib THE SuB3ECT ANALYsi.s T H E y S/o t<.
ARE tLD DA Ting.
O T)//.S
/6 P-YOl)A-usa (;G E /A15dRA4AT/oAI.
em==
4 N 888 s
... - - + -
y -.
,.m m *L.
5 2"'- M4.1F i *' M. A s
==em-=,e w ++e e e n a
-m-
- n.....
n.3,,a
..u,,
I l
f L ---
i
(
i
\\
D? E-F fy ~7} \\
.SH E oP l't9 G E-q o n 9 m D - G' Q 0 6 ~) - a g e3g L
UI/U2 CONTROL BAY CHILLERS EECW DISCHARGE REROUTE Acd
{
NTS EXISTING CONFIGURATION
~
ggg funiY 1)
OR3 10' EECW 24" RCW DISCHARGE f
DISCHARGE HEADER N
HEADER R2 S's
- i.ii l
- 1.ii I
- i..5
'd 6'
3*J
__f EL 580'-O' 4
82' _I 3
'12" RCW>
6* EECW DS GE hphHARGE OI EL 587'-3' gEb PLAN VIEW EL 565'-0*
PROPOSED REROUTE to' EECW 24" RCW R3 DISCHARGE DISCHARGE f
HEADER N
HEADER R2 I
~
1 I L_
l l
I i
4 tg 6'
r EL 56,O'-O' l
y
,c
- 12...
x s
1 o
12' RCW; D
GE I-6* EECW FROM EHERGEN0Y hphHWE COCAING UNIT Ul/U2 CB A TFE.f.TEb O CHILLERS PLAN VIEW A6E.A EL 565'-o*
DESCRIPTION OF SCOPE m_m_e.
- kEMOVE A Prox!KATELY 8 FEET OF 6 PIPE.
o ADO A 45' OR 90' ELBOW TO 6" EXISTING DISCHARGE LIFE FROM COtCR BAY CHILL.ERS (WILL PROBABLY RE0VIRE WELOING).
WELDED ARE CARBON STEEL TO CARBON STEEL.
MATING MATERI ALS TO BE Ul/U2 C8 CHILLE,0.C 1
1
(
\\-
- w. s. m g.
jo 4 M 443or4' h7~J - O Q c d a ga 039 '(,
U2 SDBR EECW DISCHARGE REROUTE bcg L
NTS EXISTING ggf7 j R3 i
CONFIGURATION
[()n// 2 3 e
l s
e EL. 593'-0*
s
/
(*e :
- 9 : '.*.
I I
I Ife:6 : = : 5..
~~
fe:6:=:5.. 5 EXISTING EECW DISCHARGE 4*U 3d[6*-8*
FROH U2 SDBR ACU'S j
1*-10" q
M
@~EL. 587 *-0*
b EECW DISCHARGE 2W 3'-0*
HEADER l
~ (,
4*_
~
9.
CLOSE VALVE TO ISOLATE l
j y- -
EL. 568'-2*
VIEW FACING SOUTH ALONG h i
LINE WALL (REACTOR BUILDING) 24 EL. 565'-0*
RCW HEADER
[?s:6:s:'..
fe : 6 : = : *.. 5 R3
's EL. 593'-0*
(fe: 6 : = : 6.*.
I I
I l.de : 6 : = : 6.*.
fe : 6 : = :'.'.T EXISTItG EECW DISCHARGE 4*"
3T[
FROM U2 SDBR ACU'S i'-iO-6*-a-
- ll8?0%*
-G W-
.N
~~
Aff~dCfED ARCA 3..o.
=
~ln 4*-
1 Y.)
O.
CLOSE VALVE TO ISOLATE EL. 568'-2*
+f t
VIEW FACING SOUTH AL0tG Ou LINE WALL (REACTOR BUILDING) 24 EL. 565'-0 RCW HEADER
/ fe:6:=:'..
f,: 6 :,: 6...\\
O REMOVE APPROX. 21 FT. OF 3' PIPE
= = " -
' ~ =
~ " ~ _-_
n--
~
O CAP REMAINING 2* CONNECTION TO 24* RCW HEADER AND CLOSE ISOLA o ROTATE 90*
ARE STAINLESS STEEL TO STAINLESS STEEL 90* ELBOW AND WEL ELBOW HAS WELDED ENDS.
U2 SOBR DISCHAR.0.C i
~
3p sice:_M ae'!A l
( g,,c, r., n )
- - - w,s UNIT 3 CONTROL BAY CHILLER 3A EECW. DISCHARGE REROUTE NTS D'N EXISTING CONFIGURATION
- 5/22//
fOtth.3)
R20 Rl9 I
[6*:
'.M':
- 6':
- 43 o'
C d(12'RCWDISCHARGEHEADER rtowS To 24 RCW OISCHARGE ON EL 565'-O*)
e e
6*
EXISTING 6* %
J I
DISCHARGE FROM Nr TO 10' EECW CONTROL BAY DISCHARGE HEADER CHILLER 3A AT EL 565'-0*
o o
EXISTING 6*
(EL 605'-6*)
[ DISCHARGE FROM 3'-0*
d '- 10' CONTROL BAY CHILLER 38 (EL 609'-l")
PLAN VIEW EL 593'-O' PROPOSED REROUTE R20 1
Rl9 1
5
( ~
12' RCW DISCHARGE HEADER o
(FLOWS TO 24* RCW DISCHARGE ON EL 565'-O')'
y
-)
se Of hEFRD k A/FfWD hg$ph N
CONTROL BAY A4(4 Angp AT EL 565'-0*
- )
[ ofs hEFROM 3'-0l 4' 107 CONTROL BAY
+
CHILLER 38 (EL 609*-l*)
PLAN VIEW EL 593'-0*
DESCRIPTION OF SCOPE
= = :_:.
='
'~"
o REMOVE APPROXIMATELY 25 FEET OF 6' PIPE.
o PLUG OR CAP 6' COttECTION 10 12' RCW HEADER.
- USE 90* ELBOW FROM REMOVED PIPING Ato 3 TO 4 FEET CF CARBON STEEL PIPE TO TIE INTO 6' DISCHARGE LDE FROM CONTROL BAY CHILLER 38.
KATING MATERIALS TO BE WELDED ARE CARBON STEEL TO CARBON STEEL.
(D CB CHILLER.O.C
____I__________________________________._______
(n e r s. a s) (sng h so,, so m AA G E J Oc o i
M D - Q4 06n - ea 03 +c, l^~'
dNDS FU.LuhoER.
E-2799 S
^""" KlT7SSSH-K g' 3' l
W. GECKGE AsXEtA)
? +92-8 k)TTA39 H-K B' E ".'
6FN P ~ EEQU SYSTEM (67) PREssMRE~
DROP CALCRLAT/CN PLEA S E ADD THE GoOLING LO A D S ho THRtt lo) THar /s snowra ou ATTACHMENT.L To TH E EECW PRESSLU?E OROP CA L C. MD -92gn-BS G346.
THESE Lopps ARE BEING Appe~D BECAuSE OF
'7HE FoLLowiMG KEAStd:
L 8AD A16.
REAMN Io Ph m. 2-2115 7
cnoa no. eFPs9 ao99 o,
9 q
e,t e.~s 2 - os ss, -oeso AND - M2.1.
IO.
c4QS N6.EfPN M M 1
re eso comai m*tewc se,tm; we
_...........m-l l
1 1
=
.est WNdw) (
&&hl Bechtel Nort ' Amsrican Power Corporation -
ay e,-
Engineers - Constructors 4
1501 Freeman Drive
//2 EI L Q [>
Athens, Alabama 35611 (205)233 5600 August B,1988 Project Engineer Tennessee Valley Authority g
- p.4 v " 4,0g...,0
{', f., i Post Office Box 2000
,.p,7,f v.
A10-EDB-BFN
,,,7 Decatur, Alabama 35602 Attention:
T. M. Brothers I
(A3-EDB-BFN)
TVA Contract 72163A Bechtel Job 19106 SODIUM HYPOCHLonITE SYSTEM MODIFICATIONS ECN E-0-P7165 BFT-8 8-16 41 File No. 0130 In order to decouple completion of sodium hypochlorkte system modifications, that will be done on ECN E-0-P7165, from the Unit
- 2. fuel load schedule, Bechtel has completed a calcul'ation that demonstrates that the EECW System can withstand the loss of water that would be associated 'with a line break in the sodium hypochlorite system.
The sod'um hypochlorite system that is currently installed is temporary and was not designed to withstand earthquake loads.
This temporary system needs to remain in place until the end of this year's chlorination season-which extends beyond the scheduled fuel load date.
The permanent system will be seismically qualified.
The calculation, which is attached, conservat.ively estimates the maxinum flow loss at 56 gpm per infection line.
This could result in a loss of 112 gpm from an EECW pump should both injection lines fail.
Although a flowrate of 112 gpm is only 2.5% of the EECW pump flow, TVA has expressed a concern that this could be a problem because~the pumps are operating with no spare capacity.
The EECW system is common to 'all three units at BFNP and in our opinion should have excess capacity since Units 1 and 3 vill not be in service and Unit 2' will not be operating at peak capacity.
Under these conditions, a break in a sodium hypochlorite line will not be a threat to the -integrity ~of the
~~
~~ ~
EECW system.
The sump pumps in the pump rooms are safety related which will alleviate any concerns about flooding.
These pumps are adequately sized to handle the flow from the hypochlorite line break.
/
(
_r 4
~~s
- =v e
/
m o - ca cc,- sp a n Bechtel North American /d*" SJ V T "a t,," r t h ',",*
Power Corporation
,y 1
BFT-88 1641 Page 2 p C;,.,
,,. v,,.g..
(y - QN'g't j
su-1 Please review the attached calculation and if you agree with its 1
conclusions and the recommendations of this letter, break the schedule cie that requires the permanent sodium hypochlorite syster ';o be installed prior to fuel load.
1 This will allow the temporary system to provide necessary chlorination during the remainder of 1988.
prior to Unit 2 restart.The Bechtel design willethen be implemented Should you desire to discuss this subject further, please advise.
Very truly yours,
- h R. E.
allagher Project Engineering Manager Written Response Req'd:
Yes Due Date:
AucJust 15, 1988 REG:DWH:ncb
Attachment:
Calculation MD-Q0050-8828F, Pev.'O - Hyp6 chlorite Injection Pipe Failure C. E. Anderson, w/1 (F43 EDB-BFN) cc:
1 D. S. Freeze, w/o (Trailer 9-BFN)
D. R. Gallien, w/1 (PEB-Al-BFN)
L. W. Holloway, w/1 (PEB-A4-BFM)
J. Kaelin, w/1 (Trailer 5-BFN)
G. R. Mozingo, w/o (F24-EDB-BFN J. L. Sparks, w/1 (PEB-A4-BFN),)
I e
9 e
i
=.
p 9
f a
l 1
1 4
O t
(
(.
,, w
~ ~.
-o - oa oo-ee ous ca se s. n 3
- M 6 ( / o,e g g kur Scaxmw
^ /u/ect y
x S eps b
N &crr Srr>'
Sc273 i..._
0 F55-ans-erd E::' SL' M
MJJ s
& sse 6,,4 as Tl/A 's AVAmse. kb 7zit/ 81 k Anu
/
d W7 9154 0 $
Cll) fjff&)
dtm an'd' >242. ns s nwkshm su m
' blue ec>ualrs.
The d)saka&&,
At& id&R 07zo20 (MEB E469220/0)
_..aAea//
de Acanwa2d' do s/' /i
/
/
- ?2C4d C?tt.
)
{
- sp
/
\\
i l
ru oc,a, n.'i :.. :n......; u,,
I
MD-Q2067-880346 sheet s.f of /e g
( This Sheet Is Intentionally Left Blank)
Prepared By/Clf Date 5/9/89 By((T3CDate5[4[f)
Checked 4
t
" * " * * *
- y* wm v -on_ =
s e..,.
f
)
lH_t],af
(
(
\\
m :)- Q&o61 yege 1 of 5 t o o 3 h6 ATTACEMENT 3 pu r.s e BTN SSTI ACTION ITEM RESPONSE FORM Sa c p G o r (,
ACTION ITEM NO.67-53_ OBSERVATION NO. EF-SMK-5 FIV 1 RESPONSE REVISION NO.,_1 DATE PREPARED
//- 80 86
._ DATE PROVIDED TO SSTI TEAM
'NOTZS:
l{-
Respense should be provided with 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />,.if possible.
8
. v Responsible organization should provide any specific information that la rtquested or any other information that could alleviate the concern.
Each of the folleving items should be specifically addressed if it is determined to be applicable.
1.
Probable root cause as to why the concern exists.
- 2. ' Extent of concern, and how determined (if bounded, why is it bounded)?
3.
Action necessary to correct recurrence, including date when action vill be implemented.
i 4.
Action necessary to prevent recurrence, including date when action 1
vill be implemented.
5.
Significance of concern and basis of significance.
6.
When 4. concern requires a Condition Adverse to Quality (Attachment 5) per SDSP 3.7) or a Maintenance Request (per SDSP 7.6) the number shell be referenced.
Use additional pages as required to provide a complete response.
1.
Observation (Issue):
(Attached)
I o*
e O
6
[ N.' I.,,' $[ O[
[ $, ~. "[
.$'[
-. d. [
o 4_
"N*
-..f, g r. t
. p 0103m-1 i
)
]
,co^
Pa(2of5
'0" (G E F E 3 &[
BFN SSFI ACTION ITEM RESPOUSE FORM p,9 c g y,y ACTION ITEM NUMBER 67-53 OBSERVATION NO.
_ BF-SMX-5 2.
Response
This observation primarily addresses. deficiencies associated with Design Calculation HCG WGA 072080 (MEB 840928010) titled "EECW Pressure Drop Calculation,"
and the lack of documented analysis on testing which demonstrates that safety related coc:ponents,will receiva adequate flow during emergency conditions.
were specifically noted:
The following concerns 1) t,ack of Engineering justification for c.nalyzing the selected flowpath.
Ea) The application of the methodology used may be inappropriate for the complex configuration of the EECW System.
2b) t,ack of engineering justification for assuming no pressure losses (travity flow) in the discharge header 3)
Control Room Chillers were not analyzed 4)
Orifice Pressure Drop was not factored into the analysis
~
- 5) Discrepancy in Diesel Generator Engine Cooler Flow Requirements TVA agrees that the analytical technique used in calculation HCG WGA 0720B0 would be inappropriate in a system that is operated without flow adjustment following installation.
In that case, iterative techniques such as Hardy-Cross or other numerical methods would be needed to determine flowrates delivered to all branch lines.
however, employs flow balancing valves within each heat exchanger
- EECW, flowpath.
These valves are throttled dering preoperational and subsequent periodic functional testing to manipulate the flow-distribution.
Therefore, if the design is adequate, testing will assure the proper flow distribution.
The purpose of the EECW pressure drop analysis, therefore, was to demonstrate the capability of the design.
In a y arallel-flow network such as JCW, the pressure drop from the syeteu supply point to its dischar e point during system operation will be.identice.1 regardless of which individual cooler path is taken.
Furthermore, each cooler must receive at least design flow of ter, test adjustment of the balancing valves.
(Otherwise a test deficiency will be identified, and corrective action initiated.)
valve positions are generally not available at the time the pressure The drop design analysis is perfomed; however, this infomation is not needed since proof.of design can be achieved.as described in _the _
- - ~ ~ ~
l following discussion.
~~ ~
0103m-2 O
^
- )] * *
~
GI n
3 3 of 5 BFN SSFI ACTION ITEM RESPOUSE FORM
~ m ACTION ITEM NUKBER 67-53 OBSERVATION NO.
_ BF-SMK-5 2.
Response (Continued) design flow to all users;' the
- margin" through each loop cou determined.
(Margin is defined as the available pressure from the pump minus the required pressure to overcome fluid resistances.
would represent the pressure drop across the loop flow balancing This S
valves under the conditions assumed in the analysis.)
margin for all coolers would show a ringe of values; positive to all A tabulation of users would prove sdequacy of the design.
Although the overall pressure drop through each user could be calculated as described above, this would be laborious and time consuming.
If the flowpath having the greatest resistance - and therefore the least margin - could be identified by *nspection or other means, the analysis could be limited to this on.a loop.
margin in that " controlling" loop would then demonstrate the positive capability of the design to provide at least design flowrate to all users.
A variation of this simplified approach was adopted in HCC WCA 0720B0.
described above is a proof of designs it is not intended toIt sh demonstrate operability of the installed system at a particular point in time.
margins - s.no therefore flow deficiencies - to certain loops.In fa word " predict" is used because these type analyses generally assume The end-of-plant-life conditions.
11k11 hood that aging effects may eventually affect systemNegative margins wou I
operability.
evaluate the effectiveness of modifications to Irprove perfomance But regardless of the analytical results, effective demonstration of system, operability must look to test results, either the i
preoperational tests or periodic functional tests', as required by 10CFR$0, Appendix B, Article II.
To support the BFN Unit. 2 restart, the EECW Restart Test, RTP-067 beenperformedtoverifythatregt!redflowstoessentialcomponents
, has, are aphieved.
Calculation MD-Q206,'880368 (B90 881129 200) water level condition. completed which concludes that RTp-067 envelopes the min has been i
.. Flows were verified af ter final valve.,
adjustments and the valve positions documented in EECW System,,.
{
. Operating Instructions, 0-01-67.
per 0-OI-67 Section 3.13. "The i
the EECW system are preset and locked. throttle valves that control tj from full open in accordance with the valve checklist." change
]
l j
0103m-3 1
e l
J
(
Ly SM cs m
a
~MW Pago 4 of 5 BFN SSFI ACTION ITEM RESPONSE FORM (g s r x 32) i 4 d s' r or G ACTION ITEM NUMBER 67-53
_ OBSERVATION NO.
_ BF-SMK-5 2.
Response (Continued) for concern number 2a (page 2).It is therefore concluded by TVA that no c
.8 Note:
e described in the response to Observation BF-RB-3.the proced i
concerns l'through 5 (except 2a) are recognized as deficiencies and are being addressed in the Design Baseline and Verification Program (DB & Vp).
new calculation generated to determine minimum acceptable s pressures based on component flow requirements.
justification for the loop selected for analysisbeing tracked by D This calculation is for neglecting p? essure loss in the discharge header (concerns 1 and
, and justification 2b).
This calculation will also factor in the control room air conditioning units and the orifice pressure drop (concerns 3 and 4 Diesel Generator Flow requirements. Concern No. 5 is being addressed b will be factored into HCG WGA The results of this ca.1culation 072080 results.
and assessed against RTP-067 3.
Root Cause 4
As discussed in 'section 2 'of this response, the methodology used in the subject EECW pressure drop calculation is typical af TVA's approach to Raw Water System Design.
flows, adjust valves, and balance the system. System testing is used to verify Therefore, the root cause of concern 2a is not applicable.
Concerns I through 5 (except 2a) represent random design errors and/
are the result of poorly documented design bases.
or Design Baseline and Verification program to addre'ss thi e
sue.
4.
Extent o
As neled in section 3 of, this res; ase, the methodology used in'the subject pressure drop calculation nor EECW is typical of TVA approach to Raw Water System Design. Flow balancing and verification is achieved by systen testing.
typical examples of design basis document deficiencies orConcerns 1 through inconsistencies,which have been recognized by TVA.
being addressed for all safety related systems'by the Design Baseli This problem is and, Verification program.
ne
..u.
5.
Corrective Action and Date ~ ~ ~ ~ ~ ~
corrective action for concern 2a is not applicable as discussed in s'ection 2.
The remaining concerns will be factored into a revision to calculation HCG WGA 072080 This work will be completed by 1-31-89,in accordance with DD & V No. 2-2113.
em 0103m-4 1
~~
hN ~
C' MD' OcD b&~') ~ 93 0M i se 5 of 5 BFN SSFI ACTION ITEM RESPONSE FORM G? E F { Q) 53 pgcp ACTION ITEM NUMBER 67-53 BF - '
OBSERVATION NO.
hPM -SMK-5 Ccr ective Action and Date (Continued) 5.
In addition, a new calculation is being prepared to determine the Diesel Cenerator Engine Cooler Flow requirements (Concern 5).
calculation will consider actual temperature changes across theThis diesels and latest vendor data which suggests a higher allowable Jacket water temperature.
i the requirements of the response to observation BF-SFK-2.This calculation is calculation will be completed by 1-31L89.
This new 6.
Preventive Action and Date The Design Baseline and Verification Program has been established for BFN and as a result of this program the design bases will be documented and essential calt.ulations generated.
completed prior to unit 2 restart.
This action will be NEPs 3.1 and 5.2 are presently in documents are performed in a manner which assures a cons quality product.
7.
Significance The Design Baseline and Verification Program is tresently revising' existing calculations or generating new essential calculations.-
design deficiencies are discovered during this process, CAQR's 'will be If initiated and processed in accordance with NEP 9.1.
CORRECTIVE ACTION DUE DATE _ January 31. 1989 PREVENTIVE ACTION DUE DATE _ Unit 2 Restart PREPAR5D BY MMMM b NM DATE N*@ *88 -
SUPERVISOR * -v
/
DATE JA JW. ff-y REVIEWER **
DATE
- Signature of supervisor indicates approval of above info I
for schedule, accuracy, and adequacy.
rmation
- signatu're of reviewer indicates agreement with the above information by the SSFI team.
~-
Ok03m-5
)
w--.--r,,,-
O ENCLOSURE 4 SYSTEM FLON DIAGRAMS INDICATING PROPOSED MODIFICATIONS l
l l
l l
L
)
,7
\\-
1 OVERSIZE DOCUMENT PAGE PULLED SEE APERTURE CARDS NUMBER OF OVERSIZE PAGES FILMED ON APERTURE CARDS l
APERTURE CARD /HARD COPY AVAILABLE FROM QECORDS AND REPORTS MANAGEMENT BRANCH
,