Text

Forwards for Review by Seismic Qual Review Team(Sqrt) Listings of Encl Portions of Sqrt Info & Schedule for Providing Currently Unavailable Data & Completed Sqrt Forms
	ML19274C826
Person / Time
Site:	Midland
Issue date:	11/13/1978
From:	Howell S; CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
To:	Boyd R; Office of Nuclear Reactor Regulation
References
	HOWE-232-78, NUDOCS 7811200159
	Download: ML19274C826 (84)
	v • d • e

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. Consumers 4 Power (Q

g Stephen H. Howell Senior Vice President oeneral of fices: 1945 West Parnell Road, Jackson, Michigan 49201 * (517) 788-0453 1 Jovember 13, 1976 nove 232-76 Director of Iluelcar Reactor Regulation Attn: Mr Roger boyd, Director Division of Project Management U3 liuclear Regulatory Commission Washington, DC C0%$ MIDLAdD Ph0 JECT DOCaT do 50-329, 50-330 SLIGMIC QUALIFICATIOJ REVIIN TEAM (b;RT) IDFoitMAT10Il FILL: 0465.11 3ERIAL: 607h Lnclosed are three (3) copies of information requested to be submitted by liRC Requests for Additional Information 110.26 and 110.40 for review by the ilRC's Geismic Qualification Review Team (34tT). provides a listing of those portions of the SQRT information enclosed and a schedule for providing the data which are currently unavailable, t.nclosure 2 provides the completed 3QRT forms. .~< t5 diili/jbg N') 7811200b%

ENCLOSURE 1 Listing of the Status of SQRT Materials Status Equipment Title NI Detectors (B&W) Co=plete NI/RPS and ECCAS cabinets (B&W) Complete NI/RPS and ECCAS cabinet-mounted modules (B&W) Complete Reactor trip switches (B&W) Complete Decay heat pump motor (3EW) Complete Makeup pump motor (B&W) Complete CRD ac breaker and enclosure (B&W) Complete RPS resistance temperature detectors (B&W) Complete 125 V Distribution centers (BAPC) Complete 4.16 kV metal clad switchgear (BAPC) Complete Rack-mounted hardware (major instrument package) (BAPC) Complete Specification 200 Racks (major instrument package) (BAPC) Complete Transmitters (major instrument package)(BAPC) February 1979 Containment electric penetration assemblies (bAPC) Not Required

Pressure transmitters inside containment (B&W)

First quarter 1979 Delta - pressure transmitters incide containment (B&W) First quarter 1979 RPS/ECCAS modules employing new designs (B&W) First quarter 1979

These conform to Regulatory Guide 1.100 and IEEE Std 344-1975.

See response to QSR 110.26.

ENCLOSURE 2 COMPLETED SEISMIC QUALIFICATION REVIEW TEAM (SQRT) Forms for transmittal under a sepa ate cover to the NRC in response to Requests 110.26 and 110.40. I

SEISMIC QUALIrlCATION Sulf!ARY OF EQUIPMENT I. Plant Name: Midland Units 1 & 2 Type: / PWR P 1. Utility: Consumers Power Coreany BWR 2. NSSS: Babcock & Wilcox 3. A-E: Bechtel II. Component Name: NI Detector 1. Model Number: WL-23636 Quantity: 4 2. Vendor: Jestinghouse 3. Physical Description Three section unconcensated ion chamber nounted within an aluminum housing and triaxial cable structure. The chamber is isolated from the housinc bv alumina ceramic insulators and the housing employs alumina insulators to isolate it from its surroundines. 4. Location: Building: Containment (In Plant) Elevation: 626' 5. Natural Frequencies in Each Direction: Transverse: None Longitudinal: None 6. Functional

Description:

Monitor noutron f'i nx in cute-core of reactor. 7. Pertinent Reference Design Specifications: "Accentance testing of the WL23675/NT 23636 UT ch,-ber for the Bailev Meter Comnany June 22. 1970". Westinghouse. F1mira. NY III. Is Equipment Available for Inspection in the Plant: 6>() Yes ( ) No Commenta:

lV. Seismic Qualification Method: Test: Analysis: Combination of Test and Analysis: I V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: ZPA: north-to-south = 0.12g, ' cast-to-west = 0.12g, vertical = 0.12g VI. If Qualification by Test, then Complete: 1. (/) Single Frequency ( ) Palti-Frequency 2. ( d Single Axis ( ) Multi-Axis 6-20 cps horizontal plane (transverse) 7,ne (longitudinal) 1 3. Frequency Range: Jn An cpc v o v e-4 c,1 4. TRS' enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) (transverse) (longitudinal) Y" IR

5.

g-level Test at h1=

lg h2" 6. g-level Required h1= 0.12g h2= 0.12g V= 0.12g 7. Mounting:

- Transverse:

Ion chamber mounted horizontally (balanced 1. Seismic Report: at eg) on slip plate which was-in turn mounted to table top. Longitudinal: The chamber was mounted 2. Field Check: 8. Functional Verification Performed (/) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

Transverse:

In addition to sweep at l'g, the unit was vibrated at 6.5 cps for 20 seconds at lg. The test was repeated at 7.4 cps.

- by clamping the bottom of the chamber to the table's slip plate and suspending the top of the chamber from the ceiling by means of the link chain and shock cord system.

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); 4. Computer Codes: 5. Damping: 6. Support Considerations: 7. Critical Structural Elements: Governing Seismic Total Stress A. Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability i

I t-MIDLAND PLANT UNITS 1 & 2 FLOOR RESPONSE SPECTPUM '0BEJ_%GGROUNDACCELERATION f MASS FOINT ll AT ELEV. G26-0 (SSE USE MULTIPLIER OF 2) J03 NO. 7220 DAMPING RATIO: 5% BLDG. NORTF-S_0UTil DIRECTION _ REACT._O..R. _ m n e l.O r -o C n c- ?. w i FN .i s i

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.-~ OBEl%GGROUNDACCELERATION FLOOR RESPONSE SPECTRUM MASS POINT llAT ELEV. 626-O_ (SSE USE MULTIPLIER OF 2) f ,y MIDLAND PLANT UNITS 1 Tr 2 DAMPING RATIO: 57 J03 NO. 7220 REACTOR BLDG. EAST-L'EST DIRECTION -n n en ~ }* 1.0 c C c n m m ft 8 I . ;h 0.8 h;,. ! ? lro r- \\ i f. 30

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un n ult. :., : it. n,a s a...., s t : : + a-n

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r SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT I. Plant Name: Midland Units 1&2 Type: 1. Utility: Consumers Power Company PUR p/ 2. NSSS: Babcock & Wilcox BWR 3. A-E: Bechtel II. Component Name: NI/RPS and ECCAS cabinets 1. Model Number: 880 and 881 Quantity: 14 per unit 2. Vendor: Bailey Meter Comoany 3. Physical Description Cabinets which enclose the NI/RPS and ECCAS modules 4. Location: Building: Auxiliary building - control room area (In Plant) Elevation: 659' 5. Natural Frequencies in Each Direction: Four cabinet assembly: side-to-side = 9.9Hz. front to back = ll.5Hz. vertical = none below 33Hz 6. Functional

Description:

Enclose NT/RPS an'd ECCAS modules 7. Pertinent Reference Design Specifications: B&W Topical Report BAU-10.003, Rev 4 and Midland FSAR. Sections 7.1. 7.2. and 7.3 III. Is Equipment Available for Inspection in the Plant: (k'fYes ( ) No Comments:

.s IV. Seismic Qualification Method: Test: Analysis: Combination of Test and Analysis: (. V. Seismic Inout: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: Side-side <0.4e: front-back < 0.4g; vertical <0.2g VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency ( ) Multi-Frequency 2. ( ) Single Axis ( ) Multi-Axis 3. Frequency Range: 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) 5. g-level Test at h1= h2" Y" 6. g-level Required hy= h2" Y" 7. Mounting: 1. Seismic Report: 2. Field Check: 8. Functional Verification Performed ( ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: Resonances, damping, and static spring constants were. determined in tests (single-axis tests). The test is described in BAW-10003, Rev 4, Subsection 10.3.2. Results for 4-cabinet assembly: F-B S-S Vertical Resonances 11.5 9.9 None Damping 4.4% 31 Static spring constants 19,000 lb/in 3,250 lb/in

a 4 2. Method of Analysis: ( ) Static Analysis ( 'd Equivalent Static Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); Cantilever beam for both side-to-side and front-to-back 4. Computer Codes: None; formulas used are presented in BAN-10003, Rev 4 5. Damping: Four-cabinet assembly: side-to-side = 31%, front-to-back = 4.4% 6. Support considerctions: Base bolted 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable The entire cabinet structure was considered as a cantilever beam. Effect Upon Functional B. Max. Deflection Locat:3 Operability Calculated: 0.156 in (front-to-back) Cabinet top Limit the maximum sinusoidal 1.5 in (side-to-side) Cabinet top g loads that the cabinet can witstand, without exceeding the minimum yield stress to: 2.lg in the f-b direction an 15g in the s-s direction There is no effect upon functional operability.

( (., s u e OBE Y %G GROUND ACCELERATION FLOOR RESPONSE SPECTRUM MASS POINT 2 AT ELEV. CS S '- O" (SSE USE MULTIPLIER OF 2) MIDLAND PLANT UNITS.1 & 2 '~it.:fLIlkf BLDG. [VERTTCAl' DIRECTION DAMPIliG RATIO: 5.0% JO3 : 0. 7220 [ . i i i i i ,,,i, i i i i . i si I.O = n -.7 'n w c~ n,. c ~. r c n. n. NI/RPS AND ECCAS = tA8tNETS _E A = b" j i;; 0.8 i i !.s !a In ig 1 it lR i i,. is O i in l t; 3 l 'e 's " O.6 N i i .n i 7 i N* i s ~ i is ,i s, D i1 t. i 4 l'i "- OA ~ ~ l d i 9 _J i i JJa Igi ) i i1 i i <C O.2 - N O.066 G l.* %b. / O.C i i i i i ii i i i i iiii i r i i e i u. O.t 1.0 10.0 10 0.0 l-I f~ hir fP O

~ OBE 6 %G GROUND ACCELERATIOli FLOOR RESPONSE SPECTRUM KIDLA'a PLA';T UNITS 1 & 2 659'-O" (SSE USE trdLTIPLIER OP 2) MASS POINT 2 AT ELEV. DAl2ING RATIO: 5.07. JC3 ::0. 7220 r~<IfIART BLDG. .RORTil280dtH ' DIRECTION .V i i i I i i I i i l i i l 4 1 4 4 4 4 l I 4 4 4 n o o = =_. en 0 .n c n e = =. r, e N//R PS AND ECCAS 3 = 2 C ABIN ETS e x i i t\\ 1 - I t O ,q I.a i I IW t g l "t !.R i e t s 8 I I N I L 4 % I I I i g i l p H I.*c 1, ,.n-(. y, l I g m i < i i i it i i c ig i l N i s i s is, i i, t t t _ 0.c I 3 I l 3 5 s l I I J I i 1 i h I 3 i i i i ) ,,a. Q4 ~ Olli G ~ / / *' s s ' ' ' ' l 4 ICO.0 qQ i i ' i i ) 10.0 0.C1 1.0 0.1 FREQUENCY [ CPS J

~ f-t. OBE E %G GROUND ACCELERATION FLOOR RESPONSE SPECTRUM 'MIDLA?~D PLANT UNITS 1 & 2 MASS POINT 2 AT ELEV. 6 S S'- O" (SS U SE MULTIPLIER OF 2) DMFPING RATIO: 3.0% J03 NO. 7220 EAST-MEST DIRECTION AUXILIAR? BLDG. n n =

=

0 0 .3 o C, o,. ~

=-

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SEISMIC QUALIFICATION

SUMMARY

OF EQUIPME.IT I. Plant Name: Midland Units 162 i TYPE: PWR \\, 1, Utility: Consumers Power Company BWR 2. NSSS: Babcock & Wilcox 3. A-E: Bechtel \\ II. Component Name: NI/RPS and ECCAS cabinet-mounted modules 1. Model Number: 880 and 881 systems Quantity: 1 per unit 2. Vendor: Bailev Meter Cocoany 3. Physical Description NI/ APP and ECCAS modules mounted withih the NI/RPS and ECCAS cabinet enclosures 4. Location: Building: Auxiliary buildine - control roon aren (In Plant) Elevation: 659' J. Natural Frequencies in Each Direction: The -odnie, h,a no resonances below 36H2. 6. Functional

Description:

Process electron'ic sienals 7. Pertinent Reference Design Specifications: B&W Topical Report BAW-10003. Rev. 4 and Midland FSAR. Sections 7.1. 7.2, and 7.3 III. Is Equipment Available for Inspection in the Plant: ( g) Yes ( ) No Comments:

a IV. Seismic Oualification Method: Test: I Analysis: Combination of Test and Analysis: V. Seismic Input: Attached 1. Required Response Spectra (attach the graphs): 2. Required Acceleration in each Direction: Section VI.6 VI. If Qualification by Test, then Complete: 1. (v[SingleFrequency ( ) Multi-Frequency 2. ( / Single Axis ( ) Multi-Axis 3. Frequency Range: 0-40!Iz 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) 5. g-level Test at h1= lg h2= Ig V= Ig 6. g-level Required h1= < 0. 4 g h2 = ( 0.4 g V= <0.2g 7. Mounting: 1. Seismic Report: Simulated in-cabinet mounting 2. Field Check: 8. Functional Verification Perf orced ([Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Sta*ic Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); 4. Computer Codes: 5. Damping: 6. Support Considerations: 7. Critical Structural Elements: Governing Seismic Total Stress A. Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability

C C OBE 4 %G GROUND ACCELERATION MIDLA::D PLANT UNITS-1 & 2 FLOOR RESPONSE SPECTRUM MASS POINT 2 AT ELEV. 659'-0" (SSE USE MULTIPLIER OF 2) ~ UkiLI^RY BLDG. , VERTICAL' DIRECTION DAMPING RATIO: 5.0% JOB No. 7220 ~~ n n c I.0 = E R 8 J: i: Eg = N//RPS AND EccAS caw &T Mou.vTED McDulES 5 5 - !b-0.8 l $$ li g. in r l !) 9 i. la l e' i O o a-l i > O.c a i .n z 6 159. 9 I

.:4
w F-f 2

T OA L2J i = i m J LIJ i. i o c3 l l 0.2 / N N O.066 G / i i i,,ii, 0.0 10.0 10 0.0 0.1 1.0 N OIIPhlCY FCPSl

c' O-t t OBE 6' %G GROUND ACCELT. RATION MIDLAND PLANT UNITS 1 & 2 MASS POINT 2 AT ELEV. 659'-O" (SS U SE MULTIPLIER OF 2) FLOOR RESPONSE SPECTRUM DAMPING RATIO:M7. J03 No. 7220

AUXILIARf BLDG.

EAST-WEST DIRECTION n ,l, = x O m 2.0 - e n 0 ~ ,? 3 .t' m 3 o N//RPS AND Eccos casiner nooureo names g g i,[; i~ iO i. 'N i;o i.6-- !^ 1 i i i i ~D i i i. .d l i l b ~ i .9 i a u-i 3 .1 : ._, 1.2 i. l i% lt Z 3 !,9 is 'q i l H <c 1 7 ,r. cc O.8 Ltl l 3 s _J i i i LLI O I I I tj <( 0.4 Y x_O.lO4 G / i i i i iisi ( i i i i iiil i e iiiiii 10 0.0 10.0 O.01 1.0 OI r ncniirNCY [CPSl

v i . I, FLOOR RESPONSE SPECTRUM OBE 6 ZG GROUND ACCELERATION MIDLAND PLA'iT UNITS 1 & 2 6S S'- O" (SSE USE UULTIPLIER OF 2) MASS POINT 2 AT ELEV. J03 NO. 7220 DAMPING EATIO: 5.O_7.

AL'XIL'IARf BLDG.

.tJORTil2Sout!!' DIRECTION -=s 2.0 o .n 9 E m r, Nf/gp3 AND EccAS CASIMET g c MO\\MNED 140 DALE.S g g g i -xih" b i in 1.6 10 Kisl e, i l ! "k !g i I i r,. o I !+ lg 5 i i .9 i i. i i a i u l.2 I i 1 M' 2 i l)t 16 2 l i 14-l I 'lj ' f [0.e m l 3 5: _1 t t3 i i i L) I

)

l 1 <C Q.4 ~ Olli G ~ ~ / M^s'! i i i i i ii i i i i i i i i i f i e i i i i ii 100.0 'qQ 10.0 QOt 1.0 O.1 FREQUENCY [ CPS J w e.e ww. w e s -e

t 'e I SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT 1. Plant Name: Midland Units 1 Type: PWR t/ 1. Utility: Consumers Power Company BWR 2. NSSS: Babcock & Wilcox 3. A-E: Bechtel II. Component Name: Reactor trip switch 1. Model Number: 302 50T-102A12-3 m 3M37 Quantity: 2 per unit 2. Vendor: Cutler Hammer 3. Physical Description 10-channel. normally closed. comentary action switch. 4. Location: Building: Auxiliarv buildine. control room area (In Plant) Elevation: 659' - IC13, 2Cl3 5. Natural Frequencies in Each Direction: The switch exhibited no resonances over the range of 1-35Hz ~ 6. Functional

Description:

Manual trin of the control rods 7. Pertinent Reference Design Specifications: Midland FSAR. Sections 7.1 and 7.2. III. Is Equipment Available for Inspection in the Plant: (K ) Yes ( ) No Comments:

',s, a O / IV. Seisnic Qualification Method: Test: P Analysis: Combination of Test and Analysis: V. Seismic Input: Required Response Spectra (attach the graphs): 1. 2. Required Acceleration in each Direction: VI. If Qualification by Test, then Comolete: 1. (>/') Single Frequency ( ) Multi-F:e y 2. (/) Single Axis ( ) Multi-Axis 3. Frequency kange: 1-35Hz 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) 5. g-level Test at hy= 1.4g h2= 1.4g V= 1.4g 6. g-level Required hy= 0.22n* h2= 0.22g* V= 0.22g* 7. Mounting: Mounted in a steel b'ox to simulated console installation 1. Seismic Report: 2. Field Check: 3. Functional Verification Performed ( v$ Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

from: Seismic Analysis of Control Board 2Cl3/2C23 for Midland Nuclear Flant Units 1&2, Anamet Laboratories, Inc.,

Tabic 3, pg 10.

\\. J, 2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Recponse Spectrum ( ) Time-History 3. Model Type (each direction); 4. Computer Codes: 5. Dsaping: 6. Support Considerations: 7. Critical Structural Elements: Governing Seismic Total Stress A. Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability

I \\ u SEIS:!IC QUALIFICATION SU: DIARY OF EQUIP:C.'T 1. Plant Name: Midland Units 1&2 Type: PWR \\/ 1. Utility: Consumers Power Company BWP 2. NSSS: Babcock & Wilcox 3. A-E: Bechtel II. Component Name: Makeup pump motor 1. Model Number: 8309 Quantity: 3 per unit 2. Vendor: General Electric 3. Physical Description 900 he induction-tvoe motors 4. Location: Building: Auxiliary buildine (makeun pump room) (In Plant) Elevation: 599' 5. Natural Frequencies in Each Direction: Axial and transverse directions are both creater than 33 cas. Vertical is 24 cps. 6. Functional

Description:

7. Pertinent Reference Design Specifications: 08-1125000007-01 I (/ ) Yes ( ) No III. Is Equipment Available for Inspection in the Plant: / ' Comments: All but one notor is available onsite; the rennining motor will be used to test the pumps and shipped later.

4 4 lV. Seismic Qualification Method: Test: Analysis: ( Combination of Test and Analysis: I V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acceleration in each Direction: North-to-south = 0.15e: east-to-west = 0.13g (SSE valves) VI. If Qualification by Test, then Comolete: 1. ( ) Single Frequency ( ) Multi-Frequency 2. ( ) Single Axis ( ) Multi-Axis 3. Frequency Range: 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) Y" h2" 5. g-level Test at h1= 6. g-level Required h1= h3= V= 7. Mounting: 1. Seismic Report: 2. Field Check: 8. Functional Verification Ferformed ( ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

s to 9 2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis (t[)ResponseSpectrum ( ) Time-History 3. Model Type (each direction); Finite element and lumped mass 4. Computer Codes: scn_cn -nrc4,1 5. Damping: 1% 6. Support Considerations: Enco kn1rna 7. Critical Structural Elements: Governing Seismic Total Stress A. _I_dgntification Location Response Combination Stress Stress Allowable Applied stress is 26% Frame of allowable. Applied stress is 10" Rotor of allowable. P Effect Upon Functional B. Max. Deflection Location Operability Rotor Shaft center None. Closure is 25% of air gap.

0-Gr. OBE 6 %G. GROUND ACCELERATION FLOOR RESPONSE SPECTRUM MASS POINT 6 AT ELEV. 599'-d" (SSE USE MULTIFLIER OF 2) MIDLAND PLANT UNITS 1 & 2 DAMPING RATIO:I.O % JOB NO. 7220 AUXILIARi BLDG. 'UOttTil-SOUTH ~ DIRECTION i i n n = 2.0 = ~o m E 9* E E G = m c r i g i iN it 1.6 NAKEuP PUMP motor

,,n

s

, i s a l iD i I 8 I'l aY ,s" ) t,o

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c-o- OBE I %G CROUND ACCELERATION FLOOR RESPONSE SPECTRUM. MIDLtd D PLtdiT UNITS 1 & 2 MASS POINT 6 AT ELEV. 599*-O" (SS U SE MULTIPLIER OF 2) i DAMPING RATIO: 1.0% J03 NO. 7220 ' AUXILIARi BLDG. "F.A5T-tJEST' DIRECTION n n 0 ,l, 1 x 2.0 E, K F x (T*. I'- = x v = I iy i i-1 i m jo i I" Iw I2 ev MAJEuP PUMP MoTo R m i 'a l din l i 3 i i in 9 l 'a = 5 _, 1.2 i y-7 i \\ i i i i iQ ) l i"s li I .t 3 i P-cc J. i e r.d.e j O T i 5 i 1 _J .i d i i i i !4 ! 3 i

)

i i o.c \\ \\ / ~ 0064 G r U' 'e / i i iiiiit i i i iiiiif 10 0.0 i i i i iiiii 10.0 0.01 1.0 0.1 FPFOIJFNCY [ CPS J

( OBE I %G GROUtiD ACCELERATION FLOOR RESPONSE SPECTRUM !!IDLAND PLANT tmITS 1 & 2 J03 I;0. 7220 MASS FOIliT 6 AT ELEV. 599'-O" (SSE USE 14ULTIPLIER OF 2) LUXILIARY BLDG. . VERTICAL DIRECTIO!! DAMPING RATIO: I.07. 1.0 ~ r x 0 E E 5 a o Y, r c-c- i i i w i i - 0.8 IO I I-M A RG sp Pu MP McToR 'l " l iit i Q ig y) i i im 'p I. i t i U 8 O O = v, i. 7 iT i < 9 !3 ! 5 I-I !M i

7 a-

<C ~ T OA oj _J i O 3 g D / \\ <C i i i 0.2 ~ / N O.064 G O.C i i i i i iii i i i iiiit i r i e e v i i O.1 1.0 10.0 10 0.0 rnr ni Ir Airy Fppql

b. e /.. SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT Type: I. Plant Name: Midland Units 152 I PWR t/ 1. Utility: Consu-orn Power co panv BWR 2. NSSS: Babcock & Vficov 3. A-E: Bechtet II. Component Name: CRD ac breaker and enclosure 1. Model Nu=ber: Breaker -CF-A"-2A-25. Fnclosure:GE-AKD-5 Quantity: 4 per unit 2. Vendor: General Electric 3. Physical Description AC breake, and enclosure 4. Location: Building: Anvilinry building. 1 naA ? uings (In Plant) Elevation: 67Y 5. Natural Frequencies in Each Direction: gian_en_cian =9 s;ne front to back = 5.20Hz. vertical = 17.70Hz 6. FunctionalDeslcription: Interrupt primacy ac power to CRD techanisms when trip is recuired 7. Pertinent Reference Design Specifications: Midland FSAR, Sections 7.1 and 7.4 III. Is Equipment Available for Inspection in the Plant: ()() Yes ( ) No Comments:

IV. Seismic Qualification Method: Test: [ Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached 2. Required Acce). ration in each Direction: ZPA: north-to-south = 0.256g; east-to-west = 0.23g; vertical = 0.134g VI. If Qualification by Test, then Comolete: 1. ( ) Singic Frequency (/) Multi-Frequency 2. ( ) Single Axis ( d Mult.1-Axis 3. Frequency Range: 1-33Hz See Section 7.1. 4. TRS enveloping RRS using Multi-Frequency Test ( Yes (attach TRS graphs)

3. 4 st V=

0.6g (ZPA) 5. g-level Test at h1= 3.4g h = 2 <l.9g V= 0.134g (ZPA) 6. g-level Required by= 1.9g h = 2 7. Mounting: 1. Seismic Report: Attached to simulator surface by weldinc, base 2. Field Check: 8. Functional Verification Performed ( Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History i I 3. Model Type (each direction); 4. Computer Codes: 5. Dampingt 6. Support considerations: 7. Critical Structural Elements: Coverning Seismic Total Stress A. Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability

\\ i' Y C.RO AC BREAkb{h $b'T$,.',T ',,,,,',f, e:t'i.i i. A e t i g i sie,I til'.1 e llIDI.4*lD,N,'fllfjlliIT.,1*f. ~ ~8 l 1 O't. 111l;l*t!'l ' l'lT l l'il;I . I t ' ') l'O. f f 8 l i. *, l'. ? i t si 1eIu, t'. 8 ' ). O* 1: 'I

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('- OBE 6 %G GROUND ACCELERATION FLOOR RESPONSE SPECTRUM MASS POINT /5 AT ELEV. 674'-6" (SSE USE MULTIPLIER OF 2) MIDLAND PLANT UNITS 1 & 2 JC3 NO: 7220 DAMPING RATIO: 5.0 % AUXILIARY BLDC. NORT11-SOUTH-DIRECTION .O i i i iii i i T1 o o m m o F1 c o a a g a M , t. gl ,s l4 CRD AC BRE ARER I 2A , 4 li n8 pun enetosane l 4 t 1,

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O O OBE 6 %G GROUND ACCELERATION FLOOR RESPONSE SPECTRUK 674-6~ (SSE IiSE MULTIPLIER OF 2) MIDLAND PLANT UNITS 1 & 2 MASS POINT I4 AT ELEV. DAMPIHG RATIO: 5.0% JOT,NO. 7220 BLDG. " FAST-tJEST DIRECTION _AL*XILI ARi n a -n E 3 ~ ,,, i, o 2.0 E O El 7 ~ 4 !ta (! 'n ! <n I6 IU' i l CRD RC. 69EAKER l M1D E nctosuRF i, luA 0 !d ! ij '3 .9 l E Ei _; 1.2 %'t ' 'A i< i Z I \\ 8 D !? i i ~ L. l 5 k .o i CC ~' i O.8 LU I l ? ? __i i i i 15 1.0o / l l c) <c OA k J x x O.ll5 G Q ~ / 8V i i i iiiii ~ i iiiiit 160.0 i i i ii 10.0 O.cl 1.0 O.1 CREDIIFNCY [ CPS J

s p ( v . I %G. GROUND ACCELERATION' OBE MIDLAND ?LANT ITNITS 1 & 2 FLOOR: RESPONSE.SPECTRUMj MASS POINT. / 4 AT. ELEV. - 674'-6" (SSE USE MULTIPLIER OF 2) S.0 % DANPING RATIO:_ JOB NO. 7220 ' ~ U):ILI ARY' BLDG. .' VERTICAL' DIRECTION. A c i = x e m l.0 9 9-2 m r-. L .,3 = =, C M

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4* 'd F SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT Type: I. Plant Name: Midland Units 1 & 2 PWR t/ 1. Utility: con nir-o rn pnunr en-nsny BWR 2. NSSS: gebcock & Wilcoy 3. A-E: Bechtel II. Component Name: RPS resistance temperature detectors 1. Model Number: 177 nw Quantity: 4 per unit 2. Vendor: no n n-n,mr 3. Physical Description Regiet-ace ternerature detectors A 4. Location: Building: l'eactor buildine (In Plant) Elevation: yarious elevations 5. Natural Frequencies in Each Direction: The detectors exhibited no over eho rnage of 1-35H7 gg reson,ncas 6. Functional

Description:

unstye,nen en, ens,,,, r n antectorn 7. Pertinent Reference Design Specifications: 31g ,a rqAu_ 9pceinne 7.1,nd 7.0 III, Is Equipment Available for Inspection in the Plant: ( ) Yes (p/) No Comments:

i a 4 IV. Seismic Qualification Methori: Test: l Analysis: Combination of Test and Analysis: V. Seisnic Input: Attached 1. Required Response Spectra (attach the graphs): 7. Required Acceleration in each Direction: see item VI.6 VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency ( Multi-Frequency 2. ( ) Single Axis ( Multi-Axis 3. Frequency Range: 1-35Hz 4. TRS erycloping RRS using Multi-Frequency Test (. Yes (attach TRS graphs) 3.0g V-3.0g 5. g-level Test at hy= 3.Og h = 2 6. g-level Required by= 0.5g h2= 0.5g V= Ojg_ 7. Mounting: 1. Seismic Report: Mounted to simulate the vorst case RTD position on hot leg of RC piping. 2. Field Check: 8. Functional Verification Performed ( Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

e , ~~ ~ t' r r 2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analy-:is ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); 4. Computer codes: 5. Damping: 6. Support considerations: 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stzess Stress Allowable S Effect Upon Functional B. Max. Deflection Location Operability

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SEISMIC QUALIFICATION SUM".ARY OF EQUIPMENT I. Plant Name: Midland Units l&2 Type: PWR l/ 1. Utility: Consumers Power Company BWR 2. NSSS: Babcock & Wilcox 3. A-E: Bechtel Associates Professional Corocration II. Component Name: 125Vdc distribution centers Quantity: 4 1. Model Number: 2. Vendor: Westinchouse Electric Corp. 3. Physical Description Formed and welded 10 ence sheet steel enclosure housing de circuit breakers and associated electrical accurtenances. 4. Location: Building: Auxiliary building (In Plant) Elevation: 614' 5. Natural Frequencies in Each Direction: 18-20Hz by test 6. Functional

Description:

125Vdc power distribution 7. Pertinent Reference Design Specifications: 7220-E-13(0). de distribution centers III. Is Equipment Available for Inepection in the Plant: ( ) Yes ( p/f No Comments: Tbg equ4nrent has been received at the jobsite, but has not yet hann innen11na.

? 4, v! IV. Seismic Qualification Method: Test: Analysis: Combination of Test and Analysis: I V. Seismic Input: 1. Required Response Spectra (attach the graphs): Attached: See Sheets 19-38 of Vendor Print 7220-E-13-29-3. OBE: g(h) = 0.113g. 2. Required Acceleration in each Direction: j;(e) = 0.07g: DBE: g(h) = 0.226g, g(v) = 0.14g VI. If Qualification by Test, then Cocolete: / ( 6 ) Single Frequency ( ) lfulti-Frequency 1. 2. (w/) Single Axis ( ) Multi-Axis 3. Frequency Range: 1-35Hz N/A: Using Single Frequency 4. TRS enveloping RRS using Multi-Frequency Test ( ) Yes (attach TRS graphs) (SSE) 0.24g V= 0.17g 5. g-level Test at h1= 0.24g h = 2 (SSQ 6. g-level Required h1= 0.226g h2= 0.226g V= 0.14g 7. Mounting: 1. Seismic Report: Bolted on angle frame to simulate wall mounting 2. Field Check: 8. Functional Verification Performed ( /I Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results: N/A

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); 4. Computer Codes: 5. Damping: 6. Support Considerations: 7. Critical Structural Elements: A. Coverning Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflec. ion Location Operability e

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SEIS!!IC QUALIFICATION SU:0!ARY OF EQUIPMENT I. Plant Name: Midland Units 1&2 Type: / 1. Utility: Consumers Power Co. PWR N 2. NSSS: Babcock & Wilcox BWR 3. A-E: Bechtel II. Component Name: 4.16kV metal-clad switchgear 1. Model Number: 5 HK Quantity: 4 2. Vendor: ITE Imperial Corp. 3. Phys. cal Description Two items with 11 frames and 2 items with 12 frames of 4.160V. indoor. metal-chid switchaear all having associated e).ectrical appurtenances 4. Location: Building: Auxiliary building (In Plant) Elevation: 614' 5. Natural Frequencies in Each Direction: Determined by test for FB/V excitation - 15Hz. for SS/V excitation - SHz 6. Functional

Description:

Supp1v for safety-related pumps and 480V load center unit substations 7. Pertinent Reference Design Specifications: 7220-E-205(0). 7.200 and 4,160 Volt Metal-Clad Switchgear III. Is Equipment Available for Inspection in the Plant: ([/hYes ( ) No Comments:

'( IV. Seismic Qualification Method: Test: k Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Graphs attached (3) 2. Required Acceleration in each Direction: See attached graphs VI. If Qualification by Test, then Comolete: 1. ( ) Single Frequency ( Multi-Frequency 2. ( ) Single Axis ( Multi-Axis 3. Frequency Range: 0.5-100Hz 4. TRS enveloping RRS using Multi-Frequency Test ([) Yes (attach TRS graphs) 5.4 V= 4.8 5. g-level Test at h1= 5.4 h2= 2.6 V= 0.4 4.8 h 6. g-level Required h1= 2 = 7. Mounting: 1. Seismic Report: Bolted to the test table 2. Field Check: Welded to embedded channels 8. Functional Verification Performed ( ) Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

d 2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynsmic Analysis ( ) Response Spectrum ( ) Time-History 3. Model Type (each direction); 4. Cr,mputer Codes: 5. Damping: 6. Support Considerations: 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability

,, Spectrum reference cource; y44 g Proprietary test report .n'd. 42686-2, page no. 111. g e. Seismic Certification Report I-T-E S.O. No. 703-50382 ~ l Page 35 of 39 ,,e 10 m'+l-,.,,_._..,...,-...,,. ,y. c_ - - -H ,w-* - r4 +

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SEISMIC QUALIFICATION SUM >fARY OF EQUIPMENT 1. Plant Nane: Midland Units 1&2 I Type: i# FWR / 1. Utility: Consumers Power Co. BWR 2. NSSS: Babcock & Wilcox 3. A-E: Bechtel II. Component Name: Rack-mounted hardware (major instrument package) 1. Model Number: Various Quantity: Approximately 400 modules 2. Vendor: Foxboro 3, Physical Description Mounting travs (nests), solid state electronic lonic cards. and rack-mounted power supplies 4. Location: Building: Auxiliary buildine (In Plant) Elevation: 659'-0" (Control room area) 5. Natural Frequencies in Each Direction: No resonances were detected in test 6. Functional

Description:

Nests to hold lozic cards. nower suonlies to cover lenic cards. lonic cards to perform control loeic functions such as sauare root extraction. summine. sienal converters. etc. 7. Pertinent Reference Design Specifications: Technical Specification 7220-J-204(0) III. Is Equipment Availabic for Inspection in the Plant: ( X) Yes ( ) No Comments:

s t! IV. Seismic Qualification Method: Test: Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): Derived from seismic test of Spec-200 rack (type 2ES-3) 2. Required Acceleration in each Direction: Maximum ground acceleration for SSE = 0.12g horizontal and 0.08g vertical VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency ( Multi-Frequency 2. ( Single Axis ( ) Multi-Axis 3. Frequency Range: 1-35Hz 4. TRS enveloping RRS using Multi-Frequency Test ([Yes (attach TRS graphs) 14.5 V= 10.0 15.0 h 5. SSE g-level Test at h = = y 2 8.6 h2= 10.0 V= 2.5 6. SSE g-level' Required h1= 7. Mounting: 1. Seismic Report: Logic cards in nest, nest in test fixture - normal mounting 2. Field Check: 8. Functional Verification Performed ( Yes ( ) No ( ) Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis I ( ) Response Spectrum ( ) Time-History I 3. Model Type (each direction); 4. Computer Codes: 5. Damping: 6. Support Considerations: 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability

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SEISMIC QUALIFICATION

SUMMARY

OF EQUIPMENT I. Plant Name: Midland Units 1&2 Type: FWR 1. Utility: Consuners Power Co. BWR 2. NSSS: Babcock & Wilcox 3. A-E: Bechtel II. Component Name: Spec 200 racks (major instrument package) 1. Model Number: 2ES-N Quantity: 2 grodps of 4 each 2. Vendor: Foxboro 3. Physical Description Welded steel structure consistine of channels and steel plates 4. Location: Building: Auvi11arv buildine (In Plant) Elevation: 650'-0" (control roon area) 5. Resonance Frequencies in Each Direction: Front-to-back: 22Hz: side-to-side: 12M2: vertient: no resonance frecuencies 6. Functional

Description:

Serves as rack to suonort nower sunn11es and various electroa!c logic -odules asse-bled into " nests" 7. Pertinent Reference Design Specifications: Technical Snecification 7220-3-204(O): Seis,1c Soecification 7220-G-7(0). Rev 4 verified ngsinst 7220-C-7(0). Rev 5 III. Is Equipment Available for Inspection in the Plant: ( x) Yes ( ) No Comments:

5 e IV. Seismic Qualification Method: Test: Analysis: Combination of Test and Analysis: V. Seismic Input: 1. Required Response Spectra (attach the graphs): From 7220-G-7(0). Rev 4 verified against Rev 5 (curves attached) (Figures 105, 10, and 180) 2. Required Acceleration in each Direction: Maximum ground acceleration for SSE = 0.12g horizontal and 0.08g vertical VI. If Qualification by Test, then Complete: 1. ( ) Single Frequency ( Multi-Frequency 2. ( /) Single Axis ( ) Multi-Axis 3. Frequency Range: 1-35Hz 4. TRS enveloping RRS using Multi-Frequency Test (dyes (attach TRS graphs) 6.2 V= 1.5 5.9 h 5. SSE g-leve.1 Test h1= = 1.7 V= 0.34 6. SSE g-level Required h1= 1.5 h = 2 7. Mounting: 1. Seismic Report: Single rack, free standing, normal mounting base 2. Field Check: 8. Functional Verification Performed ( ) Yes ( ) No ( Not Applicable VII. If Qualification by Analysis or by the Combination of Test and Analysis then, Complete 1. Description of Test including Results:

2. Method of Analysis: ( ) Static Analysis ( ) Equivalent Static Analysis ( ) Dynamic Analysis ( ) Response Spectrum ( ) Time-History t 3. Model Type (each direction); 4. Computer Codes: 5. Damping: 6. Support considerations: 7. Critical Structural Elements: A. Governing Seismic Total Stress Identification Location Response Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Operability

\\ i ..} RR5 OT2E 5 7.G GROUTD ACCELERATION , ~ FLOOP. RESFONSE SPECTRUM (SSF. USE !!ULTIPLIER OF 2) ~ MIDLAND PLANT UNITS 1 & 2 MASS POINT 2 AT ELF.V. 659'-O' DAMPII:G RATIO: 5.07. ./ 10.1 NO. 7220 F.A 5T-Wr.ST' DIRECTION BLDG. n AUXILIARi x =.- 3 n 0 2.0 c = !p to i is l iv jg g" _ i iw i is in is i ig rm l l0 !2 UJ i i i s i (9 !m M o l.c, lg ,g, i i i I i _4 l$ ki l4 i O l

2 h-iv c

4 !x T f. O?- l7 s h= LLJ ~ _ &, - l% i _J i i Ld l lN !k il O i i o <f. - O.4 ~ O 104 G x / ' ' ' ' '00.0 1 l i i ' ' ' 'i 10.0 0.0 1.0 f~RFOUF.NCY [ CPS J O.I

') RRS OBE 6 %G Gn0*JND ACCELERATION FLOOR RESPONSE SPECTRUM }!IDLAND PLANT UNITS 1 & 2 6SS - O" (SSE USE IfdLTIPLIER OF 2) MASS POINT 2 AT ELEv. DAMPING RATIO: 5.0% ./ J03 No. 7220 < /.UXILI AR ~ BLDG. 140RTit2$0Ut!f DIRECTION i i i i i ii o c-i ,, i i, 2.0 = S.O E .m n e e C 7 , E

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) D Y t ^y RR5 L I %G GROUND ACCELERATION '-OBE TLCOR RESPONSE SPECTRUM 6 5 9'- O " (SSE USE MULTIPLIER OF 2) MIDLAND FLANT UNITS 1 & 2 K\\SS POINT 2 _AT ELEV. DM2ING RATIO:M% J05 NO. 7220 ~~5UNILIhRY BLDG. , VERTTC AL-DIRECTION = n l.0 - c c c, 7 ~ T' ' fl. T. = ~ ~-2 c.

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.0 O.i FREQUENCY [ CPS]

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