ML20148F160
| ML20148F160 | |
| Person / Time | |
|---|---|
| Site: | Crane  |
| Issue date: | 09/27/1993 |
| From: | Augustine R, Ramden S GENERAL PUBLIC UTILITIES CORP. |
| To: | |
| Shared Package | |
| ML20148F000 | List: |
| References | |
| REF-GTECI-A-46, REF-GTECI-SC, TASK-A-46, TASK-OR WDL-T-003, WDL-T-003-R00, WDL-T-3, WDL-T-3-R, NUDOCS 9706040123 | |
| Download: ML20148F160 (40) | |
Text
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.e 05 -i$.'- 97. 10 : 03 : 14 l Q6 y36 GPU NUCLEAR B/A No.
128108 W/C No.
95-552A-52108 SEISMIC QUALIFICATION No.
fiQ - T1 - WDL'7-00D3 RETISION 0 5
_ f, b [ " % O O 3 COMPONENTt I
SUBOCMPONENT (S ) :
Sheet 1
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L 9706040123 970528 PDR ADOCK 05000289 P
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COMPONENT TAG NUMBER MPl"7~~#003 f
N
- 0AUT OYU SS CES:RmON
- DOCUMENTS NUMBERS / STATUS
+
SEWS GMS 2 (TECHN; CAL FUNOTIONS DATA SURVlin')
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PHYSICE DRAW!N3/ ASSEMBLY DVWIN3 VENOOR CATALC.i/CATA/:NSTRUC 00N MANUE INSTELATION SP4ClFICAT:ON SE:SM:C ANALYSIS / TEST REPORTNpCECS CONCRETE OR PAD ORAWINGS. SPICS, BLOC.K WAU.S EMBEODEC STEE;. DRAWIN3S A?.0 HORACE DRAVANG/DETN.S/ AIDS b ~O /[
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Sheet 1 of 2 Equip. ID No. WDL-T-0003 Equip. Class 21 - Tanks and Heat Exchangers Equiptrent Description RC DRAIN TANK pcD m rmarumP4 Location: Bldg. RB Floor El. _281 Room, Row / Col p p r op ewe roe Manufacturer, Model, Etc. (optional)
,f E c o SHftl CADACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, vertical tank is equal to or greater tian demand:
Y N U@
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AfCHOR SQLTS AND EMBEOt'ENT Capacity of anchor bolts and their embedments is ecual 5.ec riff;Lrh 7--
hM U N/A to or greater than demand:
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LO'KECTION BETWEEN ANCHOR BOLTS AND SH;,M.
Capacity of connections between the anchor bolts and tne tank shell is ecual to or greater than the demand; hN U N/A hfC S
t FLEXIBILITY 0; ATTACHED P! PING At ached piping has adequate flexibili'y to acconnodate rotion of large, flat-bottom, vertical tank:
Y N U h l
TANG r0UNDATION 1
Ring-type fcundaticn is not used to support large, l
flat-botten, vertical tank:
Y N Uh i
l IS E0VIOMENT SEISMICALLY ADEOUATE?
hN U
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05-15-97.10:03:14 SCREENING EVALUATION WORK SHEET (SEWS)
Sheet 2 of 2 Equip. ID No. WCL-T-0003 Equip. Class 21 - Tanks and Heat Exchancers Eculpment Description RC CRAIN TANK C0ffENTS h
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4 ATTACHMENT III RESPONSE TO OUESTION 23 SEWS FOR RACEWAYS l
l Response to; NRC RAI dated February 24,1997 Unresolved Safety Issue A-46 --TMI l
Revision 2 Corrected,6/28/91 1
Exhibit 8-1 Jw EL. 2g/*
n 11 PLANT AREA
SUMMARY
SHEET Sheet 1offy 0vrJ/or actWeseu Room No. : SN/ECO N4t Ls Plant Location: #I4c/M d ut(4W4.
Raceway Designation No.:
[4CL /N 4/I4 )
Inclusion Rule Review Acceptance l Cable Tray Spans:
1 Yes No N/A l Conduit Spans:
Ourua 4:6 - zf/-/
Yes 1 No N/A l Tie Downs:
X Yes No N/A l Channel Nuts:
_,X_Yes No N/A l Rigid Boots:
Yes No 1 N/A j
l Beam Clamps:
X Yes No N/A l Cast Iron Inserts:
X, Yes No N/A Other Seismic Performance Concern Review A_cceotance l Anchor Bolts:
X Yes..
No N/A l Welded Connections:
X Yes No N/A l Concrete Condition:
X Yes No N/A l Corrosion:
1 Yes No N/A l Sagging Raceways:
1 Yes No N/A l
Broken or Missing Components and Sharp Edges:
X Yes No N/A h
X Yes No N/A I
l Restraint of Cables:
l Cabi'e fill / Ties:
A Yes No N/A I
l Aging.of Plastic Ties:
X Yes No-N/A X Yes No N/A l System Hardspots:
l Short Rods:
_1_Yes No N/A
~
Seismic Interaction Review Acceptance l Prox urate Features:
_,h Yes No N/A l Falling Hazards:
Yes No N/A l Differential Displacement:
% Yes No N/A l 1solated Outliers:
g Yes No N/A Additional Comments: I-C* N o v tr"S F0t UWuv & CJu4n M c,C CONcMTE W4 LU ATTaculd to VLt TtcA L U N s.s1>! v y McWitt.U Tb hall,- Wl Ils "$ '39%
ANcvuns.
AloT68 Sfw29L dmckpit.s MiSJiNS'. Our tjubWe Mcc:NT4Sil 4 WA.
7?)
{/C W UEdOf ANO /YVM fL*j jf3 fgj@f gfffj,
8-48
5 4
Revision 2 Corrected, 6/28/91 Exhibit 8-1 j,.f f.9f JV
- u. 21/ '
pvTJid4 1(Ov&/ PLANT AREA
SUMMARY
SHEET Sheet 2 of[3 Room No.: smud W4u s P1 ant Location: Acscrott avita /NS-Raceway Designation No.:
[ 400 /N 4#4)
Outlier Description 1 Total No. of Attached OSVS (Exhibit 5-1):
I outlier Nos.:
/Id*L91-1
'IV CGN0Utr 0 Vhts,04N l
t Analytical Review Succort Selection a
i l
Total No. of Attached Analytical Review Data Sheets:
N 'NE Selection Nos.:
N/A SVA'a#f EdVild/U N M M-4%'4LY7/CfL-lM ViAM SL L oCC 7/141, AH0 564.
Sil v3 Norg L}.
Additional Field Notes 2
G14U 7'kny Sprs.
Ccni. Lit t / m u t re i> tc.
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(SN T//YVL)
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CERilflCATION:
(Signatures of at least two Seismic Capability Engineers are required: one of whom is a Itcensed professional engineer.)
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-Corrected, 6/28/91'
)
agrus/L AS. 2F/-/
Sheet 1 of 2 OUTLIER SEISMIC VERIFICATION SHEET (OSYS)
- 1. OUTLIER IDENTIFICATION.' DESCRIPTION, AND LOCATION Equipment ID. Number Equipment Class /24C4WAVJ Ndwr Equipment Location:
Building /244c7pa-Floor Elevation 25/'
our.sroc r
Room or Row / Column J4wany Base Elevation 277'- 6 ".t i
JN/)CL/) NALG Fouipment Description N4e cavoufr i
- 2. DUTLIER ISSUE DEFINITION a.
Identify all the screening guidelines which are not met.
(Check more than one if several guidelines could not be satisfied.)
y b
Mechanical and
- Electrical Eauioment -
Tanks 'and Heat Exchanaers" i
Capacity vs. Demand
.Shell Buckling' Caveats Anchor Bolts and Embedment Anchorage Anchorage Connections
~
Seismic Interaction Flexibility of Attached Piping' Other Other t
Essential Relays-Cable and Conduit Raceways Capacity vs. Demand Inclusion Rules 1
l Mounting, Type, Other Seismic Perfomance Concerns j
Location Limited Analytical Review j
Other Other g
1 l
5
'Shell buckling and flexibility of attached piping only apply to large, flat bottom, vertical tanks.
b.
Describe all the reasons for the outlier (i.e., if all the listed 4
outlier issues were resolved, then the signatories would consider 1
i this item or equipment to be verified for seismic adequacy):
i
%"h WeIT MA/MU 14figuAfts.LT CONNEL, O, tvida.
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Revision 2 Corrected, 6/28/91 Sheet 2 of 2 OUTLIER SEISMIC VERIFICATION SHEET (OSVS) 3/ "$ coNov/r Equipment ID Number 4
- 3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL) a.
Define proposed method (s) for resolving outlier.
/A/Si?)GL n tS SING.
CONOut?"
ClortfA3 -
70 ' MfM/N MA Y.
SPatv
( x s.T Tynd
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i b.
Provide information needed to implement proposed method (s) for J
resolving outlier (e.g., estimate of fundamental frequency).
- l C.'Np a t #
f i a ns p g,y- ' Ns <
- 4 t rap yi,e I-/2.4) y tc4-T2 Pajg i
a appr
- 4. CERTIFICATION:
The information on this OSVS is to the best of our knowledge and belief, i
correct and accurate, and resolution of the outlier issues listed on the i
~
previous page will satisfy the requirements for this item of equipment to be verified for seismic adequacy:
Approved by: (For Equipment Classes #0 - #22, all the Seismic Capability Engineers on the Seismic Review Team (SRT) should sign; there should be at least two on the SRT.
One signatory should be a licensed professional engineer.
For Relays, the lead Relay Reviewer should sign.)
\\MntsC L INNt17 lP.f_
m 2 Lu'V
/0- /'y-7 3 Print or Type Name ignature Date 2A SVO7ELI)
&w fy Print or Type Name Signature Date
~
Print or Type Name Signature Date
Revision 2 Corrected, 6/28/91 Exhibit 8-1 4ct aooms PLANT AREA
SUMMARY
SHEET Sheet 1 of 2 Room No.
/W o,G, /3CBG Plant Location: B/ESEL 6Ewaarot,wito//v(,
Raceway Designation No.: [4tL /^l ThC durum)
~
Inclusion Rule Review A_qs.eot ance l Cable Tray Spans: No C,4 &E TRWJ Yes No X N/A l Conduit Spans:
1 Yes No N/A l Tie Downs:
Yes No 1.N/A l Channel Nuts:
X Yes No N/A l Rigid Boots:
Yes No K N/A l Beam Clamps:
Yes No X N/A l Cast Iron Inserts: _
Yes No
% N/A Other Seismic Performance Concern Review Acceptance l Anchor Bolts:
X Yes_.
No N/A l Welded Connections:
'A Yes.
No N/A l Concrete Condition:
K Yes No N/A l Corrosion:
X Yes No N/A l Sagging Raceways:
X Yes No N/A Broken or Missing Components and Sharp Edges:
X Yes No N/A l Restraint of Cables:
Yes No X N/A l Cable Fill / Ties:
Yes No d N/A l Aging of Plastic Ties:
Yes No X N/A l System Hardspots:
1 Yes No N/A l Short Rods:
X Yes No N/A Seismic Interaction Review Acceptance
~
l Prox urate Features :
N Yes No N/A l Falling Hazards:
N Yes No N/A l Differential Displacement:
X. Yes No N/A l Isolated Outliers:
X Yes No N/A Additional Comments:
CONJUITS M Cr'M ll*LLY M U M V M YJ ;L NU%
fiIC M C Ct Li C Hi7V Ginvi' fa.;M4. S VA % LT5 42f L I CHTL Y L 0r1&dy (Alt nl /~f w CoNov/r*iw M ACL.s v/'i*td7.
i
'l 8-48
[
Revision 2 Corrected, 6/28/91 Exhibit 8-1
/pc a.coug PLANT AREA
SUMMARY
SHEET Sheet 2 of 2
' Room No.: /d D, G-6 L'o '.
Plant Location:_ /)/HEL GEweerva gu,cofag Raceway Designation No.: [ALL /d TNc ovrL4/a6 )
Outlier Descriotions Total No. of Attached OSVS (Exhibit 5-1):
N/4 Outlier Nos.:
W /d 1
)
i 1
Analytical Review Suocort Selection Total No. of Attached Analytical Review Data Sheets:
O Selection Nos :
ALL J V N dit r.
/N Tyl 80/LD/N&- mit 4494 0V.4 TCL Y REAli3DVDCo ado A cc,csmstl 8.tarou) 64 K4 6tdll AIM &-
JLU6 Art u~
77/LAK.,
- Asti, de JV//047~,1 h/ tCW At?>C JV4640 N
i 1
R ffdu//fi.
ANAL vn (A L-As V/E W.
- Additional Field Notes
. I CERTIFICATION:
(Signatures of at least two Seismic Capability Engineers are required; one of whom is a licensed professional engineer.)
vows t. wuin /p.x,
%wY 9-1.r-93 ll Print or lype Name/litle v'
Signature Date U
24 SVc>Ttu)
&(.
29 4,-93 Print or Type Name/ Title Signature Date 8-49
'i i
Revision 2 Corrected, 6/28/91 Exhibit B-1 PLANT AREA
SUMMARY
SHEET Sheet 1 of 2 Room No.: 64. E Il Plant Location:
4 vr/ L u;/2 y /J uG Raceway Designation No.:
[# W Inclusion Rule Review.
Accentance l Cable Tray Spans:
K Yes No N/A l Conduit Spans:
X Yes No
'N/A l Tie Downs:
A Yes No N/A l Channel Nuts:
X. Yes No N/A
!' Rigid Boots:
Yes No X N/A l Beam Clamps:
A Yes No N/A l Cast Iron Inserts:
Yes No
'X N/A r
Other seismic PerformJngg Concern Review Acceotance l Anchor Bolts:
K Yes-No N/A l Welded Connections:
X Yes No N/A l
l Concrete Condition:
X Yes No N/A l Corrosion:
X. Yes No N/A l Sagging Raceways:
X. Yes No N/A Broken or Missing Components and Sharp Edges:
7 Yes No N/A l Restraint of Cables:
% Yes
'No N/A l Cable Fill / Ties:
X Yes No N/A 4M 3
1 Yes No N/A l Aging of Plastic Ties:
l System Hardspots:
1 Yes No N/A l Short Rods:
Yes No N N/A Seismic Interaction Review Acceptance "I
1 Prom mate features:
d Yes No N/A l Falling Hazards:
h art f X Yes No N/A l Differential Displacement:
% Yes No N/A l Isolated Outliers:
W Yes No N/A Additional Comments: /. /340 c A.
Watt 4 // jf,?,Q 4,1,i.
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TILL
Revision 2 Corrected, 6/28/91 l
Exhibit 8-1 PLANT AREA
SUMMARY
SHEET Sheet 2 of 2 Room No.:._ f l ?f/'
Plant Location: A v / / t 'A/2 / g t <> c.
Raceway Designation No.:
[ALL )
Outlier Descriotions Total No of Attached OSVS (Exhibit 5-1):-
^' W 4 Outlier Nos.:
N/A Analvtical Review Support Selection Total No. of Attached A.nalytical Review Data Sheets:
4 Selection Nos.:
/6 E W,6*G d #6 f/h 29 p-/rf.
Ifo f44V. I4-14 DWc. r130 - 299-//(o l'1 E*thv. Y6-4i 4W(7 SI10-Z9Y-ly8
/t GlLV. 41 - 41 OWG. St 3 0- MY - /69
)
Additional Field Notes
' 4. ISC LA Tl*D E-M MPL45 (M= f411Sid6 /patow4stf, AND Co,vo uty-c t,'.93 Ca!t. War;ta iN ht/2)ds Af.tCer/M dlfoG44 able vdo~L t?uL 70 /!.l<2V.Laloc y di-SUt% %lr3 ANJ fistJ 7t/C 7"t*171 CERTIFICATION:
(Signatures of at least two Seismic Capability Engineers are required: one of whom is a licensed professional engineer.)
\\/d445 L. kilJ/ft-l /'d.
.)l'o> 2 E)
//- 2 / 93 t
Print or Type Name/litle t/
Signature Date
//E E+C L.
ios.evss 2 A SVOTElIJ
?
Print or Type Name/ Title Signature Date 8-49 3
Revision 2 Corrected, 6/28/91 l
)
Exhibit 8-2 ANALYTICAL REVIEW DATA SHEET Sheet
/ of /
Room No.:
A d 4c. Eg/'
Selection No.:
/f Plant Location : Avt/U4/2y gtor,, E4, Eg/'
Descriotion and Sketch:
Et.u. 6 -6 ns sawa a swr,.
Sist - zyy- /of i
)
.t Reference Calculation: (04 QZ V2/Of-C#/
Additional Notes:
CERTIf!CAil0N:
(Signatures of at least two Seismic Capability Engineers are required; one of whom is a licensed professional engineer.)
tA4MLS L k/Mr
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.M TWV
//-/7-93
\\
Print or Type Name/ Title
/
Signature Date
)
24 SVo7CuJ /%
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/? ADV 12 Print or Type Name/ Title Signature Date 8-50
)
O
Revision 2 Corrected. 6/28/91
)
Exhibit 8-2 ANALYTICAL REVIEW DATA SHEET Sheet
/ of I
Room No.:
M 80. 33/
Selection No.:
/ /o P1 ant Location : A VX / L/A/Li dulld/MG-d.L. &1/'
Descriotion and Sketch:
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}
Reference Calculation:
44 W. y 2./vn c -ad/
s Additional Notes:
'I i
l CER11FICAT10N:
(Signatures of at least two Seismic Capability Engineers are required; one of whom is a licensed professional engineer.)
d&mts L. AltnTL/AC
_k 2 WV ll-17-B Print or Type Name/ Title U' Signature Date EA StoTEu.! h5
$dSk.
/?mv f3 Print or Type Name/ Title Signature Date 8-50
).I i
J
Revision 2 Corrected, 6/28/91
)
Exhibit 8-2 ANALYTICAL REVIEW DATA SHEET Sheet 1 of /
Room No.:
46 4L, 27/'
Selection No.:
/'7 Plant Location :_//u)//L/4W 4446, 64,21/'
Descriotion and Sketch:
ELL Cf T/ H 4 6 *yfr 45 JHDWA /Al OW6 OIIO ~
- l'I *l Of 1
4 Reference Calculation:
400 C4LC'. t/ 2/v5-C-06/
Additional Notes:
~
0 l
CERilflCATIDN:
(Signatures of at least two Seismic Capability Engineers are required; one of whom is a licensed professional engineer.)
GAMES L. WN/fE-l/d hm ] /J/W
//-/7-93 Print or Type Name/litle
(/
Signature Date EA Svoitus /fr PAW-11/M 13
?
l Print or Type Name/ Title Signature Date i
8-50
)
Revision 2 Corrected, 6/28/91
),
Exhibit 8-2 ANALYTICAL REVIEW DATA SHEET Sheet
/ of /
Room No.:
46 80. 74/'
Selection No.:
/6 P1 ant Location : AU//LMAf AU/Le/4 1/2, til' Descriotion and Sketqh:
CLLVIT/MI 4 T-4 $
45 SgpWN pg p g6., S/30- 2y/-l41 i
m '
~
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Reference Calculation:
84E C46 4.
'/ Z/ #f' C-COI t
Additional Notes:
l CERTIFICATION:
(Signatures of at least two Seismic capability Engineers are required; one of whom is a licensed professional engineer.)
Jsota L.+ win /As.
,#m y tMV ll-l 713 Print or Type Name/litle
//
Signature Date EA S DTELit / T OSd'
/?ADH3 Print or Type Name/ Title Signature Date 8-50
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RESPONSE TO OUESTION 26C INSTRUCTURE RESPONSE SPECTRA i
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GPU: Three Mile Island Intermediate Building, USI-A46 Analysis 4
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Floor, Elev. 321', Translation in Vert g
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Notes:
Legend:
In-Struct. Response In-Structure Response Spectrum j'
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Spectrum 5.0 % Spectral Damping l.5 times SQUG s b g's f,
Bcunding Spectrum a
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USI-A46 Analysis Three Mile Island Turbine Building,in NS Direction GPU:
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5.0 % spectral Damping l
Accelerations in g's
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Broadening of +/- 15%
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