ML19256F518
| ML19256F518 | |
| Person / Time | |
|---|---|
| Issue date: | 06/21/1979 |
| From: | Advisory Committee on Reactor Safeguards |
| To: | Advisory Committee on Reactor Safeguards |
| Shared Package | |
| ML19256F505 | List: |
| References | |
| ACRS-1648, NUDOCS 7912190315 | |
| Download: ML19256F518 (18) | |
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UNITED STATES y,
[' g NUCLEAR REGULATORY COMMISSION s
c ADVISORY COMMITTEE ON REACTOR SAFFGUARDS
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I WASHINGTON. D. C. 20555 g
- ..* f June 21, 1979 t
M. Libarkin SURJECT: PCWER IEEL INCREASE Per telecen with Jerry Carter, NRC, the following plants have applications pending for power level increase:
Requested Applicant's Lic. Power Level ESAR Level Power Level date ades 2200 2650 2638 4/20B7 Crystal River 2452 2544 2544 3/15/79 h e following plants have expressed a desire for a power level increase, but no formal applications have been received:
Lic. Power Level FSAR Level Indian Point 2 2758 3083
(
Fort Calhoun 1420 1500 St. Lucie 1 2560 2700 The above plants that have submitted applications for pwer level increases and those that are planning to sutmit applications at a later date will require Committee action.
The following plants have been reviewed and approved by the ACRS for power level increases:
Zion Maine Yankee Indian Point 3
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Millstone 2
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6 MILLSTuME, 50-336 (THR)
Pane I Millutone Nuclear Pwr Sts., Unit 2 Reactor: Millstone, Unit 2 i.n, ject game:
A-E:
Buchtel Waterford, Connecticut Ve sel Vendor: Combustion Engineering g,, cation: Connecticut Light & Power Co. et dekut No.:
50-336 D
s.ncr.
Combustion Engineering Containment Constructor: Bechtel
%55 Vendor:
A THERMAL-HYDPAULIC 5.
NUCLFAR Initial Oper.256 H 0/U, 3.35 r!.cruai Output.
Wt Cold Llectrical Output, Avg 1st-Cycle 11,900 Mwe 826 Burnue, 'ND/MTU
~aotal neat Output for 2700 First Core AvP
,1,060 i
i Safety Desien, mit Burnue, tND/MTt!
6 Maximum nu m n, sots 1 deat output, 8740 =10 28,000 Stu/hr M/M system Presruru.
2235 Region-L l 39 paia (2250 in T l-1)
Enrichment, %
l 1*95
' a8 Nominal i
Enrichment. I iotsA Flow ratc, 1;; mig 6 Refton-3 2,9) lb /h r Enric5 ment, F.if riowrace tot 119.5=10'ip 1-14)}
keff, Cold, No 1.286 Hest Trans lb/hr 113.5=106 (o 3-8)l Pnver. Clean k g g, hot, Full Power til Flow Ares for e
1.153 5 3. ~,
Ilest Trans, ft' Xe and Sm l
Total Roc Avg vel Along 13*9
.0 Tucl Rods, ft/see
- Worth, Avg Mass,deAccity 2.23= log l
Shutdown soron, ::
1400 lb/hr-ft' I
Rods, Clean, Cold, one Nominal Core Shutdown Boron,:4 550 1600 Inlet Temo,
'F Rods, Clean, Hot, sem
- ' h
Not found Avg Rise in 55 Core, F
. Ak/k/com
. Nom ilot Channel Boron wortn, Cole, l
60 N**
f*"
Outlet Te o, 'F
% ek/k/com I"'
Avg Film Coeff, 5260 O to -2 = 10~'
Stu/hr ft2, *F Temo Coef f. /.k/k/* r
.\\vg Film Iemp Mocerator Pren 0 to 2=10"i 33 Diff, 'T Coeff, ak/k/e%i Active Heat Irans
" d*'**
- d 0 to -1.6 10~3 50,200 Sk/k/ Void Surf Area, ft
(-l to -1.8)=10~1 169.600 f $#
Avg rtcat Flux, atu/hr f t ok/k/ F Max neat Flux 8""'d*"'""*"'
525,800 1.0 Stu/hr f t One "od Stuck,
- Ak/1r avg lhermal 5.9 Not Specified du: nut, kw/ft Tvno and Form Max thermal 18,2 Numner of Control 85 AssemnLien Rode 43 m d<
smtnut, kw/ft 20 4..w avm.a e
Max clad dur-Number of Part-Length Not Mentioned.
face. Temn. *F 657 Rods (PLR)
No. Coolant 2
l
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Loors Countled By: Tred Heddleson
~
Date:
' April ll, 1969 b l 1
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p3ce 1 ovo Reartur:
Millatusw. Lait t J C.
SAFLTY-REl.ATED DESIGN CRITERIA Exclusion Distance, M1.
o.4 m airn Winds in enh:
Low Population Zone Dist., M1.
4 (p 2-3)
Hutropolis
_ Distance Population Dcsign storm 136 mph (p 2-15)
Hartford, Conn.
41 mi.
58,700 (69)
Design Basis r.arthquane Accel., g 0.17 (p 5-4)
Operating lasts Earthquake Accel., G 0.07 Tornado 300 mph tang. + 60 trans.
Earthquake Vertical Shock,
% of Horizontal 66 AP =
3 psi /
sec Is intent of 70 Design Criteria satisfied?
Yes D.
ENCINEERED SAFETY FEATURES Dl.
CONTAINMENT Design Press, Calculated Max psig 54 Internal Press, osig 54 Max Leas Rate at Design Press. */ day 3.00 (p 5.46)
Tvoe of Construction: Double containment. Inner structure is prestressea post-tensioned concrete cylinder with dome top and flat base lined with steel plate.
Outer enclosure building is limited-leakage steel-framed structure with metal sidina and roof deck. Penetrations are leaktight. For LOCA, enclosure-building filtration region is held at small neg. press-exhaust filtered.
Design Basis: Containment and penetrations designed to contain pressures resuit-ing f rom LOCA in which there is: (a) Max. pipe size double-ended break of react..r coolant; (b) simultaneous loss of external electric power; (c) cora cooled by water from safety injection system; (d) air recirculation CTMT spray system either or both function. (e) safety-injection tanks operate within 30 sec.
Vacuum Relief Canab111tv: Vacuum oreaners not requirec. wesignec tor 2-psi un s t -
press, outside to inside. CTMT can be cooled from 120*F to 50*F while sealed ot :
without exce.u tag press.-diff. limits.
Post-Construction Testing: C mr tested at 54 psig = 115 for leaxcigntness.
~l Poscoperational tests will be periodic st 50% of LCI press.
i Penetrations:
All single txcept refueling tune. Only electrical are cent m" Weld Channels: None installed.
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.llstone, unit 2 D2.
CONTAINMDIT SAFETY FEATURES Containment dorav svwtem.
Sprays bore '
.7 cool CT;1I atmospnere. Inc spray synt.w air r= circulation coolers provi ws.
en t cooling when only one of the 2 spray pumps is running on emergency clect-foser.
Each pump capacity is 1350 gpm
@ $00-ft head. The system starts when CTM1 ccaches 26 psig. Pumps take suctior, from refueling water scarage tank until that tank is empty. Suction is than trans-ferred automatically to the CIMI sump.
Containment Cooling: The air recirculation system cools CIMT air. Threu of the 4 recirculation cooling units (50 hp) have the same heat-removal capacity as the CIMT spray systems (240=10 6 k w/hr). Water circulates thru the finned tubes and is cooled by one shutdown coo 6r %.Lat exc5angar.
Containment Isolation Svsteu.
- solation in nonessential process lines occurs co-incident with safety-injection actuation signal. Easential process lines are isolated coincident with CIMI spray actuation signal. All above are double barrier.
Containment Air Filtration: Exhaus t from filtration region passed thru cuarcoal filters to unit stack.
Penetration Room:
Space uetween concrete containment vessel and outer enclosure building is the equivalent penetration room.
Organic-Iodide Filter:
htandard type charcoal filters only.
Hvorogen Recocoiner:
.,one mentionec.
D3.
SAFETY INJECTION SYSTEMS Accumulator Tanks:
Four tanks, each having 7000-gal capacity of borated water.
Design pressure is 250 psig. When pressure in reactor coolant system falls below 200 psig, check-valves open, dumping contents into the reactor coolant system and reactor vessel. Three of 4 tanks will cover the core sufficiently to prevent clad melting or metal-water reaction.
Hich-head Safety Iniection: Three nign-pressure pumps each rated for 300 gpm at 1750 psts. une pump running will deliver 225 gpm to the core. System is initiated by either low pressurizer pressure or high CTMT pressure. Supply comes from 350,000 gal. refueling water storage tank (borated water).
Low-nead safetv injection: Two low-prennuto pumps are available, each having 3000 gym capacity at 500 psig. One pump running will deliver 2250 gpm to the Supply is fame as for high-pressure pumos. With minjnum safety-injectinn core.
system operating, for a 42-in. pipe break, maximum clad temperature occurs 25 see after break, reaching about 1780* F (see Fig. 14.10-7).
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154 Pa c e. 4. PWR Reactor: Millstone. Unit 2 E.
OTHER SArr.u -REI.ATED FEATURES Not discussed.
Reactor Vennes Failure:
Missile & Reactor Forces -
Core Coolinit Capabiliti -
Containment Floodabilitt -
There are several means for detection, Leak-Detection Systems _:
Increased press or temp in CTNT; (b) Monitoring CntT sump; (c)
In-Reactor-Coolant creased air-borne activity in CTMT; (d) Change in liquid level in pecusurizer, such as: (a) etc.; (e) Temp. increase of piping from relief & safety valves (f) Activity No sensitivity data given.
increase indicated by condenser vacuum monitors.
Studies are being conducted to determine the Failed-Fuel-Detection Systens:
The potencial of delayed-location for a continucus gross-garna monitor.
neutron monitoring equipment and of single-channel spectrometry for a specific best fission product is being evaluated (p 1-26).
Two diesel genera-one 345-kv line f rom mise. outside sources.
i d safeguards.
Emergenev Power:
tors are available, one of which can supply minimum required eng neere Two sets cf 125-dc batteries supply emergency service to controls.
Control of Axial Xenon Oscillations:
Burnab le Shims _ - Dissolved baron Part-Lenath Control Rods - None Fixed neutron-sensitive detoctors are spaced In-Core Instrumentation -
radially and axially in 45 core locations to provide 225 flux measurements.
One :ank Concentrated boric acid is stored in 2 tanks. Boron dilu-Unooratso Water Control _:
to cold shutdown concentration.
has capacity to bring reactor coolantprocedural controls with associated alarms so
. tion is carried out under strict that unsafe dilution cannot occur.
Internal cooling by low-prs-Long-term Coolina - Internal or External Sys tems_:
External cooling by air safety-infection systems and shutdown heat exchangers.
6 Stu/hr.
recirculation units removing 240=10 9
W r2 S 3 4 6 nr1 1rnA IUcr v.s i ~
4 2 0'2 MP at
155 Pace 5 PWR Reactor:
Millstone, Unit 2 v.
MISCELLANEOUS Windspeed, Direction Recorders, and Seismograohs:
Not mentioned.
Plant Operating Mode:
Load-following.
Site Features: Unit 2 of Millstor.e is adjacent to Unic 1 on 500 acres of land on a peninsula extending into Long Island Sound. Niantic Bay is on the west side from which cooling water is taken. The area is flat with site grade of 14' MSL. The surroutding land is mostly undeveloped except for recreational areas along the Sound. Population within 2 mi radius including summer-beach people is 4711, but within a 5 mi radius, there could be up to 60,000.
Turbine Orientation: Centerline aoout 150 ft west at containment center 11ne.
Written procedures will be used for emergencies such as fire, injuries or illness, radiation exposure, contaminattan, etc.
Practice drills will be used for training and continued familiarity. Police and Fire Departments l
can be called for help, as can Coast Guard AEC, etc.
A Radiation Emergency Plan for LOCA is available.
Environmental Monitoring Plans:
Radiation-level studies started in 1967 and will continue af ter operation. Studies include airborne particles, soil and vegetable samples, and marine life.
Radwaste Treatment:
Liquid waste demineralized. Caseous waste held for decay.
Solid waste packaged and shipped for ofi-site disposal.
Stack Height: A steel vent stack extends 12 f t thru the roof t.id above outer en-closure building, 178 ft above grade. A 375' high stack will serve both Unit 1 and Unit 2.
Waste Heat Svstem:
A once-thru system takes water from Niantic Bay of Long Islanc Sound and discharges it into Twotree Channel of Long Island Sound. Water tempera-tures of the Sound
- average in the low 50's for the year (summer s68, winter %39).
Unit 2 will use 5:0,000 gpa with a 22.5'T cemp rise. Both,1 and 2 will use 970,000 sps with 22.5'T temp rise.
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156 Pnce 6 REACTOR NAMg tiillstono Nuclude Power G.
CIRCULATING WATER SYST231
& SITE FEATURES Station. Unit 7 TILERP.AL TYPE of NUCLEAR DOCXET NO.50-33b CUTPUT, MWt 25bo STEAM SYSTEM PWR Wisntic Bay (Lonc Is. ' d)
NORMAL LEVEL 0 (MSL)
J NEARBY SCDY QT WATER MAX PRoa T!acD EVEL_18' (MSL)
_MSL)
SITE GRADE ELEVATION 14'
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SI:lE OT SITE 500 ACRES TOP 0GRAP!{Y CT SITE R.ellin.-
OT SURROUNDING AREA (S MI RAD)
Rolling TOTAL PERMAND T POPULATION IN 2 MI RAD 04 711_(lis. )
IN 5 MI RAD.,700 (L9GS }
NEAREST CITY QT 50,000 POPULATION ilart f ord, Conn.
cincludes sumeur oecole DISTANCE TROM SITE 41
_MI E S POPULATION Ida,Jo9 Cycy }
LAN) USE IN 5 MILE RADIUS Undevelooed-73t, Recreational 11*., Agricultural-%,
Residential-Si, CIRCULAiING WATER SYSTEM TYPE OT SYSTEM Once throuch using a quarry TOR Condenser cooling _
WATER TAKEN TRCM Niantic day WATER BODY TEMPERATURES - WINTER AVG 39 T SUMMER AVG 68 T AVG 50 T RIVER TLOW MA (cfs) avg.
- QUANTITY OT MAKEUP WATER (gpm)
- TOTAL TLOW THROUGH CCNCENSERS 5u0,000 (gpm)
TEMPERATURE RISE 22.5 T (Stu/hr)
- Per Unit
- HEAT REMOVAL CAPACITY CT CONCENSERS COOLING TOWERS Mone Condenser cooling water discharted into Two Tree Channel of OTHER INTORMATICN Lonc Island Scund. Total eendenser cooling f er born units is 970.000 cm.
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a Uf
.8
,,,e A. n. d.
- a. d.
e a.
nu. a.
A.
e
.e.
d.
g j
e a
5-M M
M
=,.
M M
M M
MM M
M M
MM e
MMM 4.
e W) b e.
a
.a e e
m.
-e h a g
O
.e
- e..o.
.9 4
f sQ e
a 3
O.te w
~
h t
g.I.
e.4.
e
.e 4
83 S
G e
8 a
.=.a,
-I
. w
=,
-.a.e
- 8 4.,.
,e w
e A
s
=.,=.4 A.
- a. f,s s
a 5
e C
J
-g 2
s.
e b
d
e
.g n
,3 g4 s*
.e..s:
e
- a
- 3. :a e
g w
J 3
.e.
. - : f,a.
.c 1
e.a
==
5 4
4
.-N
.e a d **...
M e,..:
=.a,.
es g
e,
.u
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ai f5.,.
6; J
as e.:
- b J
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e
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e-w
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.r.
p 6.
y
+4 s
6'e6
.h 4<
-- g4~
.h 1
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7 N.
a - 5..*i c
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.. = -
- a. et.
==.
h
...a.
r
- n. 1 6
Gs..
.s....
- 6. e. me, s. k. s..
n.
- s. s ea e
t a
s
.t j..
,.l s
a a,.a
.-1
. m e.s.
e a.g s
a
.a.1..s
..s.
. a-.e
.3 e
1 =
.e.
4
- s. N
- s. N
'.%.seil.g.* w a.., m.
....e.
t.
s
.. h s.
a
.6...,
q e
.1
- .,2 i
- a.
3 s.
3 a
I7 7C1
. u ti, G/ 'E J Jsi-r... -...
,mx e.g..
..-s a
0 i
k'; ;
6..
'00R BR 8IR w
t uu usu-t s.6 4
. a
Table 1.1 1 (Cunt.)
MAlllE YAfEi CALVF.lff CLItt:1 l'AL111ADt:3 shellis I asu.I 2 1UhfLE( islerr thei t I Ra7tJt2'NCE palLl31DNE UNIT 2 _ _
thq q J and 4 f>LCTIDS ITA s'.' d' WA
T-I 'N *:1
- Al.
- T tla.'s i Af%'W MS cructform 05'l 1.'.' s 7 54 far 0.'/,o
- 7. sti a 7. rl a sj, e.84 f.d-r it.
rra 3.j o.',tl o.'.61 11.18 7 a 41.111',
2 rf,a'(se
. i,2 r.
.1 J.
h, 1,..
f.98 s 7.'stl fl.426 a ti.'s:(>
210,%%
zu, t.
2' 3.3
... 's : * : '. er.s a cra, I.
3,3 2ul,urs 176,8 4 n,ik=>
- n
.f.-
d a s 'I',ji.. p > a..as 3,3 2e, o 2x,an, 8
g
- c. '::
s;. u 0
7 su, 8 <*
3.3
... W.
in
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4.
- r.c.r: as y r Ass rA If 3.3 41,1(di
.4
. '.6+:'
%,W.
sa.o.41 o.4 8 r, o.ui W.
.e.o26 33 o.a
., u o.a'Of.S o.o.w
. t r e.i!.s 3l3 u.tmaa o.s w Llrsaluy o.im ni's m.
r,...
3j o.ui4 )
Ziev.a tuy lat. dintrr. J
. : a
.t :-61
.p, I o.ws,
'arvaluy 3,3
/
... In.
Zircatuy iso. Glut.-r. 4 o bi Y
.m.
J 3,3 thb Gleitered O.il *'s
- e.6. *
.m; r.t.
3.3 St,!ilatered lks, States.d o.) o.69 i.si r.1 3.3 0.)(95 o.Yi 0.6 st if,,C/3. 3./6'd le -A .W, - r, 1:.. 3.3 u.650 0. 6 10 D4 /S.3./C4.Isi-A.; C Cd.ju Aet ($.15-tbr$) bli'rlo All ey
- a. :
O. t r. i st r. BC/S.S. CJ.In.Ag; Crucit urm MLCsFe Alluy 3.3 4 (5 15 A$) yA S3 Tut.us E.B. .ra er Cd.In.Ag 3 i S3 CutIldurked welded to I).5 in. .t r. : r. d Illcrfe 3,3 o.. Ad N. s. 1:.s ; l,.t-rlai 4tioy span 0.04o (Incomet 625) u.ol6 0.4 d.0 0.01') 7(/a 77/d 3.3 41/4CruciformRuds C.s 2 r.i n :s ,.. rt if, f all/ 71/tl 53 117 Tutes per Hu8 3.3 20 Ek/14s.[5 .. a.;
- r.
t di/14'J.75 1:6/362 y I nrt.s: 3.3 i 2.sa p:r Asc<s.l.ly 149.7$/t525 1 C.rs Et r. .rs 3.3.2.2 14H/L51.5 Ill.815/t)1.Hi> llon. !.. ; r none rrst1.k./0.D.,in. 3.3.2.5 i.6.l'./i6275 142.td,/i4:1 o ,N e.<...its~liI.'./o.L.,in. . r e ': ,O 6 13.o ? ' Q3 1 %.o 6 13 7 L.
- -. 7' U.-
r/- i., 136.71 1 %.7 '.ra - - ri stics 3.3.1 1 36 119 5 ! )2 f- .rs!
- '.c tt -r,1.. (ftal alent) tr.. ( Acti.e f.iel) 3.3.1 1 %.7 14 gg
- re b
re H s i c:.t, YN s.M l' 3.44 217 3 50 217
- 4. !!!
LW 3.4.1 3.50 204 7441 '7.,121 PIT 151 .176 16J E;V.:, '.?: atf.el A43er118ss 2u4 IM (li6/trA/ Ge> 5 212/2tdl 1(6 g 5.-l er ' 3.3 (rg A 0:; F e:s pe r Aaser.!s, Dr.6ht...ed/ .It6 (It6/ta/la) R bd .w t 3.3 4 164 3 Batch !!! sed 16:.:. A 3,3 (It6/164/sa) i n- .b g 3 Batcla 04tacJ s'.intral ice.c 33 2.:. e j patria Mined Central Zo.ur 3 Butch Mined j Hegluna Central Zune f er: ar.ar.:e l.are:stristica 3,4,3 L;ael..g :echt.!!st Central Zune 06use.unt fusu 11,7 n 13,7n jo,or d no,tHo 22,5W f.t i '. i.a.arge E.rs.p, N.J/: leu 3.4.i 12,7to 13,ine 1(,(ema hC '-*r',. itr. 0,21, 3.2.1 22,txa) f4,*,s s ) ) y I', fir.t Jere A.*rm e e 2= [ c 2 N(O u
[ s e 4 l a ,6. 4 r e a I 81t h sc=p t s5 6 i a - e we C, A. g t r n3 Z su A AA A C si8 t t !K e gd us N s ss s s adb Ti A s ss s s el ao o 5 Y a aa a l d glj a Un l ll l erc r 8 ll o 3 E C CC C C ro ,d ll 1 c, f e 8 / aat 1 l I II I I I ,2 t / 3 cra A I II I I I ) i i gr 1 I II I I I. l 62 3l ss 5 t ea 4 8 5eso ? 5 18 rt p 00, E EE E E E S 5 5 - e a p 6 0 326 A 302 801 2 9 4511 Atl e 45276 2/ eae M H 6 S SS S S Sh 2%5)2631 SsCd 26232 41 )Vl s t D 6 A AA A A A t Ir e h st e t snp i S aiy. ww T2 ,T s l s a eu Id A AA A C C,l h bt I Ln 5e: r us C a s. sn s a. e1i a sa s r et wt T. i Um FI a ae a a ds t 7 a dn r r l ll l l 4 lEe C CC C C ryae / ll o 1 ol t G,l aat Vt 3 cra Li I II I 1 l 3 cs A n I II I 1 l 1 )l u igr 1 CU I II I 1 I s 0 3aya t ea
- 5. h.
- 1. 6 l
5 5 01, 5 rt p 5 M EE H E E s ) wl4 EC32) 0 45275 1/ eae A )b ) 601 t MM M M M tr 9 4513 A o a. 3 26212 41 2Vl s 3 2%522631 SS S S S SL s 2 A AA A A A t h e t w.p i ory. we l eTS r S eu 3 A A& A C ,tah bt 5lt c ue
- 1 s
ss s s ,i i T. t A s es s s e wt o St a aa a a dl s 6 Un 1 eedn r I.i l ll l l L 1n C Cc C C reae 1 / ll o 3 aaat AU 0,t l t P I 1I I I l 3 scs c ra I 1I I I l 2 u 1 y s Cr I II I I I a w 0yya 16 t ea l 1 5 08, 3ol 5 5 rt p e E t S 5 M MSgM ME 1 8002 b507% 0/ eae t ll4 A 851 801 a 04 4510 Al a0 i S ss Sar 3 26212 4 3 2vl s 25W22631 r ) A AA A A A u tn t o is s u p C p ( a h 1 w.ep i t n we e ory. 3 4 l eTs r t s eu t r! A AC & C ,tah bt 1 y i l n 3lt e us s e l l oa s se e e o e,i l T. i p i ss s s wt Um b r e. aa a o dl t m 1 a 1 eed a r o a ll l l T YEa C CC C C reae lt o c 1 C, t aet l t Kt I 1I I l I 3 scs cra a %in I 1I I l I 2 u i gr 1U I 1I I I I a 21 8 Gyya 5 62 t ea h 5 00 ) ol 5 .ll4 80)56 3 rt p t MM M M M s i E A )62
- 801o, Al a0 45253 l/
ene 2%632659 Sam 3 26212 k5 3vis w 0 451 D s S 2 e I ' 6 m I lI { g\\ l A AA A A A u ee se e s ,.4 s 0 a I r3 l. e h a4 st e t0 t sap a3 s al y t ue ,T r se l A &A A C C,l h eu p cy bt iT e ee a s 3et. us s ss e s ei8 t E a aa a a et w$ T. i n, o 7 a dc Un ao ds ll l l N lC CC C C r tt O! 1 ryai 4 0,lol t / ll o sIu-T I II l I I 3 ct 3 aat aA St I II l I I Li I II I I I a 1 )l a cra S Ln 71 0 3aye 1 igr d t ea 01, 5 l t 5 5 1 g rt p eo 5 5 E E t t ME tU E wl s 8032) 891 395 f t t M M M > s M 4 11 Aoau 45275 1 eae i S 25M22631 23 g S L S S t sl na 26212 4g 2vl s m et A AA A A A A ., en ol 111 4411,. 22 g a E 16 1 gggg 13, v EO 2, 22, v 2, 2,, 2,. 2 2 2,1 3 3 2,2, 3 5,. 3, 3 3 3 g 3, 3, 3 3,. 4i NN 2 22, 2 2, 2 2, C g u , 2, bgggg gk 4b . q bb bbb444b4 ge RI ET b bb b b b 4 e FC_ Et S{ 8 1 M j D;jw e m %J, p i f d m o C r ;, C( a w ) s y T T d e s F .l t O l h c [ o. a ) e f a aad 3 ct t s no P. t. c m d a s (f
- sat a
t ,e ,3 l C e A. 9 s er e. sl t, G e, 'l gut uc 1 tl aea u ru - s s l. i F e es s A st s rs w par
- a,
ss lt cs l c u r. 4 Sre. e c a a s.ro u a, e cVt n A e re m ( V s peef s f k P ,es t p s s eI r o f f /i i e er ,rr rc, l 2 r e *e E r. tl, . h M i uu i H ? s t e t t c v t.T s gt sf v et sre d t ras et t a s 1C t . Cp( u i e - ;r at' r l f t 'u. _ _ a r. e 1T l. 1 l 6 a a s !c t ars t s a ser gE a 1 t s. r ! t. U k
- q. r s ; r. s e
t 8 S f a E en 1 se r e7i a: sie e l 'i I I 1 s s a44 eg2 a c 'e e11 e e e i G r.
- 1 s
r68 r r r 4 c 1;' f reGl r e ei* R r. :: I o a M 1r.+. a r1 n s s - g: .f hG 1 fT rl
- s. % 4 "
c i-el e l t l t
- r. rr
. r,
- r. a r
- :i 'i t s r Gel r r. r. 'r.
- egs: t s1 rT; e
gn._acrr t, e,gt:; t. r: sr:- i
- t e F..
P t e e h s s s a s, 's e mSI e r. F r I p s a : e. : r: : : si 'a s t. a s s a s ?-
- 'J,.
a s. r r - !;IStiI!"
- r.
e e e a . s:. e s f " ~ e; 11 *t e h
- *- T E
s s 3Q P%%.E %% \\ (a P l h:yc g,M^ N S ( e a m
~ ,s .8 2:* $2! 5 5 z
- s:
s'a t* 152 31 "a 3
==% -y: a 4 u .:s *s s. I" 7 1 g :l":s.3 3: .3 g goe
- a
- s sy r
-en e .a:g xa % Ex.al an== = salg n, = . s j ve sgss, a 8 s 23 a S.$. t. 221 e3 Ea
- s
- s:
sa 2" tTJ g -g o c.h 3 hk L). g * . $ o"j}
- 42 goe
- 3 s2 53:
q33 ~. n ::9
==.s,s.an.ek09.1% o a Ie R R -.n
- a. 2. s.a. S.-a: E o
. a ~ = 3: r228 3 .a: a / $".T 3 g~ P l .,1.: B:s s - 8) 3 g ~ g*::... $ e t 8 4...a8 - n
- =.
o ., u..s..aE Ae-s = n.1 3 s.A a -3 I.a %, 3 s E o u-. 8 5.8 8 3. 1 38 .' E 7 2,55, ^ '.8.'T' 8 g .s .g1: t 3 a v.
- 8 2.
- 3..
eR ? s 3.1g.=. Sass $ 4, Es2 -.2 1 1. : *%.a m"'% 2 3 9 3* - E. 2 8 S 2 = 3 4 3 551 221 sa ga a.s -
- g as
- j ou 8
2.5 1 G..
- l1.
v&-
- =-
-*s .a '-d. S. 8283 2 11 s' j a .s,.s..a :a - - 9 =3g . 5 :: :v. :....=x.a ~ :.:8 9 ! 8 s.2,a a e o .aso as ~..: s 1: 8 AA A A A-A A A A Ae4 AA AAA AAAAAA A AA A ...n. E 22 22222 2 2 d did 22 did d22d22 2 22 J 3 =l'i t' y = s .r =, 2 a:3 :: : : 2 .sq:a
- a EJs a
- ]t. I-fc g
!::12 e$ :J 1752{."
- 5 3*n 4s i*
"ro s m.:'?.4 z ; 1.;. i 1 I U t_. 't UJ/ = u : a"" : .3 I :.28 rd1 .
- q aj
.1 3 E g3.,g ::.*.4 EH ? g. * :::': 9 f:. .; W 2 6 *r.~. - " 2 '4 : 22 " 3 *.':.'; : : a: :* ~: 711 4.: m.w ":2 0 : d .:'* O s;;;""
- ;e : :: : '::::: :.::. j.;;- -"4.
'c 'd-~; 3:t : t -a - t;', ,fq7 -( Q /1
- 2 J: "..
fQ (,, J s.> i u r; r. m:$ 3 r: s.,;. * :.,.g y 4 d j':"y M U '4 .. 0 :1
- U
- 1 'J 3 2 2 'd..1:
.... # :..:..:. 'a ; '.:J' t. f. 2"3 7... d . a...'.se MT-..:. (1..-i.t..:. 5..A. li.%, f.1"? s; * : 9 m x [h' ~
Ud L7 l Table 1.)-l (Cunt.) 1UltkEY lollrf pal.ISAbt;S CALVtXf CLIDTS MAIIIE tat 3Q.E SEFragNCg tillJh11sNE SfCTion Unit 2 Units 1 as*l 4 Unit I th.lt s I a.us 2 M '!?G T ff! M t DAk81C:TPt3
- D 4
5 2.1 tod.le contalement usth Steel Itsm:d prestressed Steet.itned prestressed Steel.lis.ed prestressed Steel. lined reinforeed a steel.lgne prestressed post tensioned coners:ta post tensioned concrete poet tensioned concrete concrete flat tettosa puat tenslos.e4 corcrete cyltruier, a.hellow daard cylinder, curved dme cylisuler, curnd dune and bemispherical cyllader, curvee done roof roof roof doans rouf cosqpletely enclosed Ly Esectosure But dtng nr.tsin:.tr.t thrustera
- . side C:a., it 5.2.1 IM gg6
!!6 !)o IU 169 1901/2 181.2/3 1 4 1/2, 5.2.1 115 .,% :gr.t. ft. 1,640,0u0 2,M,M IMe" r.e w., ft3 s.2.1 po.o= 1;5So,ouo 3 33 so n Psterer.:e Ir :1*ent treasure, psig 5.2.1
- . tre
- LL n ess, ft 33/4 3
3*3/%
- I!
4
- l'al b*3g 2.
2 3.gf 21/2 3.lA 2.@ U *.ta' :rt:1 le ad tre <entic.n & .ut:dati.t f. s t e r.s Cosupletely enclosed con. Leak. tight penetration laak-ttsht penetration Leak.ttr,ht penetrattom laak-ttght penetration telsment I.as leek. tight asal continucue steel and cc.ntinuous steel aral continuous steel ar.d cos tin.acu; steel pas.e ts stions and continu line. Automatic liner. Automatic liner. Automatic liner. &uts stic ous steel liner. Enclo. Isolation uhere isolation ubere isolation uhere taolattor. 6twre sure Building Filtration required. required. required. The enhaust required. reston at erett negattve from penetration rooma M 6.1.2.1 pressure during III. to vent. e auto atic isolation where pJ required. ne embaust O from filtration region posaed through charcoal w filters to 375 ft. Unit I stack folloutng '"'*"**"u incident. Discharge thruush LAntt 2 Throudh particulate Disstaarge through litecharge throu6h DisCharse throu6b Saso ns Efftwer.t Purge es, 11.1.2.1.3 etask. filter and munitors etack. vent. staca. part of mala cataust system. I,'.,"U T !M.4 MO3 !afet;? IL.*e:ttan System
- o. ;f Elih Read Pumps 6.3.2.1
} 4 (shared) ) ) )(charging) f
- 2. cf L:w Etad Pqs 6.3.2.1 2
2 2 2 2 .- H !afet; IrJestion Tas.k, must,ar 6.3.2.1 3 3 .'ectairse: t iss. Coolers ( ^
- 1.. c f tl:.3 i a 6.5.1.2 4
3 4 4 6 I d air l'. u Cap *y, each at s e erger.:/ cor.41 tion, cfm 6.S.2.2 34,600 65,000 30,000 55.o00 N/A f cat-h:1: eat 611ters inside \\ C;r.tairrent t D
- 2. 6f Ur!t.:
None None Ilone None Bone .p None tsune lione pone None C:r. airur t Ftry %. of f :p 6.4.2.1 2 2 ~ 2 3 % he rgs:.:y Pum e-
- !asel.cesa rmtor Unite 3,3 1.1 2
2 total for both unite 2 ) total for both aantta 2 Er.:! case BallJihd Illtration System b* af Unl15 6.1 2.1 O 2 N. i.37 O, i Y g
m .a 2 t I. 8 . + + .2 8 y 1 g E-J 3: 3 MI 8 I M-x z. "E 2 + =. !. !s. 5-e -n as / ^ g E 3 3 g I I-2. =.a
== 8 a ~.. -. i d.n, .I=,,: u s .n...s. 4 5: t
- ..:g se s-g.
m +=8,5,= g:n .a s.e : : s -== r-x.o 5: l 5: j:g e = j 3 2., g g 3 ::-f I2 W.* 2
- .: s h.,.
s s 3 l -a a e - - g.: e U = s -* s= 2 2 J J s - -f 2. g 2", 3 2-3: 2 b:
- S A
O 3 7 c ..I:::::e ,:e i:A .= 8 e s 2 ta.3
- '8 in p:_:gt-:e-if:
[ j- = c3 8 p-sa a ga 3 :,: 3,05 :
- j
- .:.:.:3.:
s 5. : :. :.. :. :. _ :J]'. e = =., Jias ::J: $r g.:, _:,:.9 :1.: .= 33 2 ,3 3 0 r. e 5 se a s a M7 ,c, g) a 1 ao a = l L* J JJr P00RBR.BNAL 4524 Uoi A-:bt /62c ca7
ti e g 3, g ,gn k i t e ra l a n t a l t o s v us u.d E l o ca t E l m rf a M a M C i n e iI C R CE A
- u. a A
0 / 1 0 s m da + 20 N 0 m ee
- u +
1 el E 20, cs 6, N . t ts r m 4 I 0 .s A 5 y o oi0 2 M 2 TS C FS3+ )s e e y e v v a l i i r i t SF2 t p t a F a S a r Id m r l) e Ln ee. e l es d n 0 Ca te. dn a w e l ee 2 s* ae t es a mg TI ys bg n oa 3, C a R se e e NC dR M 0 e dr s (( c m E. ES ea t a 0 m m0 VT 3 0 a e0 Li sl a nm0 rl 8 ei i e0 oi00o C(
- 46V, 4MN1 2Nt21t 1
28 INN 5 At4 ene i e s l I 4* S c t. d l a E e T a D 0 b C AI 0 um r 0, au d o 0 S En e f 0 A IT LI 0 e m 1 A 5 / AN 0 oi a 09 / PU 42 Tr 3M 1(E g + 15 N ) tne C( 1 4 5 Nd T 1 I n Oe t e F O a l 3 ? C b T 6, n 0 a Es 0 T KT 4 22 ++ + RI 0 0 UN 5 0 I TI )se ) s e ) s e s a s s d e C 3 e e )e e e e l v n g i)d ) l nt r i oeee a r t ee L e t Vl t a a amv A e t i, a l ol G 4 l e me m r eso ( 0 ma v l wos e i ,i u d n e C e. roy dt S ul s 0 c a l ee eai 0 . e E t M s0ef a ea , e ((( h a sg 0 l G y0 s c br NMD 4, n 0 ( C e t T2 S 0.s a e dn sb e e 9 dR 0 A eed 0 e
- n. s Af C0ct ee0 uu 000 3
s 0 m n0 3 050 6 tl B8 ed s g0 c T. 3 0 5 0 a o0 1 e e iM 1 epn i e0 MU 43(TS a 3Mr1 iVU2 1 3 3 15 IMN5 l EN 2,. 2, 2, 8, 1, I. 2 2,. 2 2 2, 2 2 4, 2, CO 2 NI 2 I l 1 ET 1 I 7E 1 l. 1,. 1 l l EC l I 8 I I 1 1 l I 1 l fS n 1 e ER tnemuco D c i l b. iF e 0 t 2 e n e r i l t e l r t e i a c l t - r a b e e - F s a a it e Jn R t t F n t m Dn t
- e ay e
o e s rf Bl C y o aal t t s Mt em aorl t i vLA' - e i t i r t e P t We f e ea c a a r Ca t oyshCd' l c a ) a s e a e ae ds) mc ea a e a y2 p r t s B .t r i ys erue ,t f e p r l l( ,e a e nr ( yse uS e e elirc1 o k a e n n e lel a C i s ae t at .q t = poLa e-n c
- s. r ew ep e
ar t b eys3 g a* o t r t t r r i s s igs l V s Tel l e n at? T*l l e nc o) e c sa Lne ea a ab e e ci e*a ees ea t yb e aef iW vtdt El a
- a. t rmp c i t v t
ar P pc ds s esr
- t e
remy r sP cF .*t r ae es aat ael ; n guo euy e l co o euF e eET V nMT D ovET CD t ec. sE sWpa;e aET nNT D p e t pe ecs s e u c r i p pd .r s ac roi e p n r o m AS e e va erM e m n o t o s .t D ER AP( D E A F S D t t s oe$ Nh$ c @mem."" m 1 s3 + 3 J A / m - cF5 CgI N+m en p Q 7 ^h Nw bL%
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