Text

Rev 0 to EDG 1B Air Start 2 Reservoir Tank
	ML20148F083
Person / Time
Site:	Three Mile Island
Issue date:	04/02/1996
From:	Lazorchak S, Svotelis R; GENERAL PUBLIC UTILITIES CORP.
To:	;
Shared Package
ML20148F000	List: ML20148E999; ML20148F008; ML20148F025; ML20148F032; ML20148F054; ML20148F061; ML20148F083; ML20148F093; ML20148F101; ML20148F107; ML20148F122; ML20148F133; ML20148F145; ML20148F152; ML20148F160;
References
	SQ-TI-EG-T-0001, SQ-TI-EG-T-0001B-2, SQ-TI-EG-T-1, SQ-TI-EG-T-1B-2, NUDOCS 9706040096
	Download: ML20148F083 (7)
	v • d • e

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d5-;L5-9'I '08 : 21: 52 GPU NUCLEAR B/A No. 128108 W/O No. 95-552A-52108 l

.e SEISMIC QUALIFICATION No. SQ - T1 - EG -T-o o e t b 'l-REVISION 0 i

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l COMPONENT:

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j SUBCOMPONENT(S):

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Sheet 1 of .dk b 6 O S'M At 4E d.

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EVALUATED BY' H L. DATE n /9.7 t

l EVALUATED BY: DATE~ 9-17'77 e

1 9706040096 DR 970528 ADOCK 05000289 i p PDR d

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O'5-15-97 08:21:52 eri oF 4-l

' DOCUMENT NO.

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SUMMARY

OF CHANGE APPROVAL DATE -

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'SQUGI)ATAiFilEINDEX l

COMPONENT TAG NUMBER 66 -Tr #OO.f 32.-

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,DOOUMENTS NUMBERS / STATUS

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SEWS W

GMS 2 (TECHNCAL FUNCTONS DATA SURVEY)

PHYSICAL DRAWING / ASSEMBLY ORAWlNG

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' VENDOR CATALOG / DATA / INSTRUCTION MANUAL INSTALLATON SPECIRCATON SEISMIC ANALYSIS / TEST REPORTS /CALCS CONCRETE OR PAD DRAWINGS, SPECS. BLDCK WALLS l

EMBEDDED STEkt DRAW!NGS

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ANCHOMGE DRAWING / DETAILS / AIDS RELD CHANGE DOCS /MNCR'S CTHEA /[ -

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GENERIC ISSUES POTENTLAL OUTUER BASE PLATE PLUG WElrS ,

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DISPOSmON NEED MORE DATA KNOWN OUTufft, SE!SMC DATA ACCEPTABLE. CONRMATION WALXDOWN ONLY EX:ST ,,,_ PERFORM LN F1 ELD ANCHOMGE CALCULATIONS:

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COMMENTS t% my Ator AE AEi d44 COD t

- A77NH6o 10 CD M ACfG' READY FOR SOUG WALKDOWN Seismic Ca;ucnyEngineer(SCE)

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d5-15-97'08:21:52 S s VNU SCREENING EVALUATION WORK SHEET (SEWS) Sheet 1 of 2 Equip. ID No. EG-T-0001B-2 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG IB AIR START 2 RESERVOIR TANK Location: Bldg. DG Floor El. 305 Room, Row / Col "B" DG BLOG NR DIESEL Manufacturer, Model, Etc. (optional) M04415 o d 8 405. d.0 - ,

s SHEll CAPACITY VS DEMAND Buckling capacity of shell of large, flat-bottom, )

vertical tank is equal to or greater than demand: Y N U@ '

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ANCHOR BOLTS AND EMBEDMENT gpg Capacity of anchor bolts and their embedments is equal to or greater than demand: k@. U N/A @ ~ M /

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CONNECTION BETWEEN ANCHOR BOLTS AND SHELL Capacity of connections between the anchor bolts and

) the tank shell is equal to or greater than the demand: @N U N/A i

FLEXIBILITY OF ATTACHED PIPING .I Attached piping has adequate flexibility to accommodate

- motion of large, flat-bottom, vertical tank: .p@ N U N/A(o~ae-'8 TANK FOUNDATION Ring-type foundation is not used to support large, flat-bottom, vertical tank: Y N U@ .

plyv.gf IS E0VIPMENT SEISMICALLY ADE0VATE? @U

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. 55-15-97 08:21:52 Sheet 2 of 2 SCREENING EVALUATION t!ORK SHEET (SEWS)

E Equip. ID No. EG-T-00018-2 Equip. Class 21 - Tanks and Heat Exchangers Equipment Description EDG IB AIR START 2 RESERVOIR TANK i COMMENTS i /. TAux. A+o tr> sowoo.nus ruoat r m ,4- R.saao Ane~tstr' ' "- "' e ; e2 v- as

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AT7pctwwr' A 05-15'97 08:21:52 Rev.ision 2 Corrected,6/28/91 Sheet 1 of 2 Exhibit 5-1 OUTLIER SEISMIC VERIFICATION SHEET (OSVS)

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I. OUTLIER IDENTIFICATION, DESCRIPTION, AND LOCATION

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Equipment .ID Number g, r-om G-t Equipment Class M Equipment Location: Building W Floor Elevation W Room or Row / Column - Base Elevation %8f Equipment Description CD* 3 8

0- #N 2 **Ah

2. OUTLIER ISSUE DEFINITION -

a. Identify all the screening guidelines which' are not met.

(Check more than one if several guidelines could not be satisfied.) l l Mechanical and Electrical Eouipment Tanks and Heat Exchancers i Capacity vs. Demand Shell Buckling' -

Caveats Anchor Bolts and Embedment Anchorage Y- Anchorage Connectfons Seismic Interaction Flexibility of Attached Piping 1 Other Other Cable and Conduit Raceways Essential Relays Inclusion Rules Capacity vs. Demand Other Seismic Performance Concerns Mounting, Type, ' Limited Analytical Review Location Other .

Other I 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 outlier issues were resolved, then the signatories would consider. -

this item of equipment to be verified for seismic adequacy):

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t hw A-05 -16 ' 9~7 0 8 : 21 : 52 Revision 2 Corrected,6/28/91 Sheet 2 of 2 Exhibit 5-1 (Cont'd)

OUTLIER SEISMIC YERIFICATION SHEET (OSYS)

Equipment ID Number M' ~" ' "

3. PROPOSED METHOD OF OUTLIER RESOLUTION (OPTIONAL)

a. Define proposed method (s) for resolving outlier.

{. "Po.mos uppsi Je#9o95 Ar ths.A+ournt Be.o AF*M P*.

b.

Provide resolvinginformation outlier (e.g.,needed to implement estimate' proposed of fundamental method frequency . (s))for b% \ ~#~OokYav <=so (M p% AbckM 'B M of SG - T ( - sG- ooa A-l SWJ

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4. CERTIFICATION: 4 TheinformationonthisOSYSis,tothebes?t of our knowledge and belief, -

correct and accurate, and resolution of the outlier issues listed on the ,

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 en the SRT. One signatory should be a . i licensed professional engineer. For Relays, the Lead Relay Reviewer should sign.) I; 2A SvoT6LU hkk 7 /V ff Print or Type Name Signature Date ll

%.elew $4. Lect.ove.b $ [2.f}kf5 Print or Type Name Signature O Date ,

Print or Type Name Signature . Date 5-13

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ML20148F083

Text

SUMMARY

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