Text

Forwards Summary of Testing & Analysis for Fatigue Effects Due to Safety Relief Valve Discharge Loads for Seismic Category I Equipment
	ML20081K236
Person / Time
Site:	Limerick
Issue date:	11/07/1983
From:	Kemper J; PECO ENERGY CO., (FORMERLY PHILADELPHIA ELECTRIC
To:	Schwencer A; Office of Nuclear Reactor Regulation
References
	NUDOCS 8311090312
	Download: ML20081K236 (123)
	v • d • e

{{#Wiki_filter:~. _ _ _ - e nsse PHILADELPHIA ELECTRIC COMPANY 2301 M ARKET STREET P.O. BOX 8699 PHILADELPHIA. PA.19101 JOHN S. KEMPER VICE+ RESIDENT NOV 071983 Docket Nos. 50-352 50-353 Mr. A. Schwencer, Chief Licensing Branch No. 2 Division of Licensing i I U. S. Nuclear Regulatory Commission Washington, DC 20555

Subject:

Request for Additional Information Regarding Fatigue Effects Due to SRV Discharge Loadings

References:

1) Meeting, NRC/PECO March 4,1983

2) Letter, J. S. Kemper to A. Schwencer dated March 31, 1983

3) Telecon, J. T. Robb et al PECO to Arnold Lee -

NRC EQB dated September 13, 1983

Dear Mr. Schwencer:

We are pleased to provide in the Enclosure the information requested by the NRC Equipment Qualification Branch at the Reference 1) meeting and as discussed in the Reference 3 ) telecon. This information confirms that for Limerick Generating Station fatigue effects due to SRV discharges over the life of the plant are not a concern and completes the actions committed to in the PECO Response to NRC Item e) as described in Reference 2). l Should any additional information be required, please do not hesitate to contact us. Very truly yours, $,k L_. - _7 i Enclosure Copy to: See Attached Service List. I 800 B311090312 831107 g lg l PDRADOCK05000g

..o e cc: Judge Lawrence Brenner (w/o enclosure) Judge Peter A. Morris (w/o enclosure) Judge Richard F. Cole (w/o enclosure) l Troy B. Conner, Jr., Esq. (w/o enclosure) Ann P. Hodgdon, Esq. (w/o enclosure) Mr. Frank R. Romano (w/o enclosure) Mr. Robert L. Anthony (w/o enclosure) Mr. Marvin I. Lewis (w/o enclosure) Judith A. Dorsey, Esq. (w/o enclosure) Charles W. Elliott, Esq. (w/o enclosure) Jacqueline I. Ruttenberg (w/o enclosure) Zori G. Ferkin, Esq. (w/o enclosure) Mr. Thomas Gerusky (w/o enclosure) Director, Pennsylvania Emergency Management Agency (w/o enclosure) Mr. Steven P. Hershey (w/o enclosure) Angus Love, Esq. (w/o enclosure) Mr. Joseph H. White, III (w/o enclosure) David Wersan, Esq. (w/o enclosure) Robert J. Sugarman, Esq. (w/o enclosure) Martha W. Bush, Esq. (w/o enclosure) Spence W. Perry, Eaq. (w/o enclosure) Jay M. Cutierrez, Esq. (w/o enclosure) Atomic Safety and Licensing Appeal Board (w/o enclosure) Atomic Safety and Licensing Board Panel (w/o enclosure) Docket and Service Section (w/o enclosure) r

SUMMARY

OF TESTING AND ANALYSIS FOR FATIGUE EFFECTS DUE TO SRV LOADS FOR SEISMIC CATEGORY I EQUIPMENT OF LIMERICK GENERATING STATION I INTRODUCTION In accordance with the NRC/PECO Meeting of March 4,1983, fatigue effects due to SRV Loads considered for representative cases of equipments by analysis / testing are presented herein. II CONCLUSIONS Based on the satisfactory results of analyses and tests which included extended duration cyclic loads due to SRV discharges over the life of the Limerick Generating Station, we consider that fatigue effects due to the projected number of SRV actuations are not significant. As shown in this submittal, loads, durations, and numbers of cycles used in tests and analyses are quite conservative compared to what is considered more realistic as described in the Summary. The analyses and tests demonstrate that Limerick equipment possess adequate strength margins to withstand the postulated loading conditions. III

SUMMARY

For BOP equipment qualified by analysis for LGS, the stresses due to SRV loads are much less than the allowable stresses. This is demonstrated by comparing the relative magnitude of the peak spectral accelerations for SRV, OBE, and SSE loading conditions. The peak acceleration of SRV floor spectra (2% damping) is approximately 1.0g for Containment and about 2.2g for Reactor / Control building, by comparison to OBE (2% damping) accelerations of 9.2g and 5.6 g and for SSE (2% damping) acceleration of 11.2g and 7.2g respectively. Results of analyses of four pieces of equipment are included herein. The two pieces of equipment, one inside containment and one in the reactor building, as agreed to in the March 4, 1983, NRC/PECO Meeting, were selected for fatigue analysis since the stresses due to worst case loading were relatively high. These equipment items are Accumulator Tanks and HVAC Panels. In addition, we have included results of analysis of a safety valve and of the Chilled Water Circulation Pumps. ASME B&P Vessel Code, Section III, Subsection NB, 1983 methodology was used to perform these analyses. The maximum value of stress for SRV in the Accumulator Tanks is 9.2 ksi. This is much less than the normal allowable stress which is 21 ksi. The maximum value of cumulative usage factor obtained for the Accumulator Tank was 0.495. HVAC Panels located in Reactor / Control Buildings were analyzed for SRV fatigue ef fects. The maximum value of stress of panel components due to SRV loads is 3.6 ksi in the attachment bolts of HVAC Panel. This value is much less than the allowable stress value. The maximum value of cumulative usabe factor was 0.651 for the bolts of the HVAC Panels.

= 2-Thamaxirumhalusa;ofstrasensduntoSRVlordsinbothpiccasof squipa nt annlyzsd wara inas thrn tha endurance limit strass (otrass et 106 cyc1ss) of thd material based on ASME B&P Vassal Coda Saction ,III. Appendix I,' rable I-9.1,1983. s n \\ For the BOP equipment qualified by testing, fatigue effects due to SRV loads were considered by performing extended, duration (20 minutes in each biaxial orientation;l1.e. front /back and vertical and side / side vertical or in each orthogonal axis) testing in addition to 5 OBE and 1 g worst load case for LGS equipment identified in' subsequent sections. 'The input motions for the extended duration rests were such that test i . response spectra enveloped the SRV spectra. The. test results show that the equipment performed its function during and after the tests. s DURATION OF SRV LOADING ( IA total of 21800 SRV stress cycles are considered for analysis / testing for 40 years plant life. The peak acceleration-of SRV spectra occur at 'approximately 20 Hz. 1 2 No. of SRV s' tress cycles 21,800 ~ = 20 Hz Frequency a Time / 21,800 1090 Seconds = = 20 ~ 20 Minutes ~ ' Therefore, it was specified that the equipment should be tested for 20 minutes duration in each of the. two biaxial orientations. SRV spectra were applied for 20 minutes in each orientation. Over the 40 year life of-the plant, it has been estimated that 4700 single SRV actuations will occur. In addition, it has been estimated that 1100 SRV events involving more than 2 SRV's will occur. In the Fatigue Usage Factor (F.U.F.) calculations,. the 4700 single valve actuations were multiplied by 3 full stress cycles; and the 1100 multivalve' events were multiplied by 7 ful1~ stress cycles to arrive at the total number of 21,800 stress cycles that were considered.- It should be notep i that equipment located outside-of the wetwell will not be noticeably effected by single SRV discharge,_ and realistically single SRV discharge need not have been considered in either the calculations or in determining the~ duration of test times used for fatigue type tests. In addition, the.1100 multivalve actuations need only have considered 3 full stress 's cycles and 3 half stress cycles per event or an equivalent 5 full stress ( cycles for a total of 5500 stress cycles. SRV response sp'ectra for LGS consider two types of loading; i.e. asymmetric and axisymetric. The asymmetric SRV response spectra were plotted using 3 adjacent SRV's actuated simultaneously. The axisymetric ShV response . spectra consider the response due to all 14 SRV's discharging simultaneously. The SRV response used in the F.U.F. calculations is a combined envelope of the two loading cases which when applied to the total cycles used in the calculations further compounds'the conservatism of the results. Based on the above clarification, a more reglistic test time would consider the 1_100 multivalve actuations times 5 cycles or 5500 cycles divided by the predominant SRV peak response of 20 Hz which yields a . time of 275' seconds or a little less than 5 minutes. Thus it can be seen that the qualification test described subjected the equipment to approximately 4 times the duration that the equipment will realistically be exposed to during'the 40 year life'of the plant.

._3_ IV ANALYSIS OF EQUIPMENT In accordance with the NRC/PECO Meeting of March 4,1983, it was . agreed that PECO would submit the Fatigue Usage Factor calculations for two pieces of equipment, one inside containment and one in the reactor building. The pieces of equipment were analyzed per ASME B&P Vessel Code Section III, Subsection NB,1983 Edition, for cumulative usage factors..due to fatigue effects. .. A) ACCUMULATOR TANKS (Pkg. D-157) s( This equipment is located inside the containment. These tanks 4 were qualified as Seismic Category 1 Equipment, and maximum g stress in the tank was 31.959 ksi with allowable of 37.68 ksi considering workt, loading condition. This equipment was selected for\\hhe fatigue analysis because the stresses due to \\ worst load case were relatively high. The envelope of SRV Loading spectra for the entire containment structure was used for the analysis of the equipment, which conservatively bounds the response at the tank location. (See Attachment i for Response Spectra and Tank description.) The cumulative usage factors for critical components are shown on Table 1. TABLE 1 CUMULATIVE USAGE FACTOR FOR CRITICAL COMPONENTS OF ACCUMULATOR TANKS I s t CUMULATIVE USAGE 3 COMPONENT ' FACTOR cBolts 0.038 Shell 0.0036 Clamp Beam 0.023 3 Welds 0.494 . The cumulative usage factors are considerably less than 1.0. \\I4 s s. N -h 'g 'sc m f w< 4 1. s \\ \\ c I ..g

??P ~ . }. m / 4 ;- j B) HVAC PANELS (Pkg. D-187) , The panels are located in the Reactor / Control Building. This equipment was selected for the fatigue analysis because stresses in the panels were quite high. The maximum stress in the panel was 17.85 ksi with allowable of 21.6 ksi, for worst load _ case. The panels were analyzed for fatigue effects due to SRV loads. The envelope of SRV Loading spectra for the entire Reactor / Control buildings, which bound all HVAC panel locations, were used for determining the cumulative usage factors shown on Table 2. s t s, TABLE 2 CUMULATIVE USAGE FACTORS FOR HVAC PANELS CUMULATIVE USAGE COMPONENT FACTOR Angle Sections 0.022 2"x2"x1/4 3/16" Plates 0.0218 Attachment Eolts 0.651 A-307 Partial Penetration 0.034 Welds The values of cumulative usage factors are less than 1.0. (See Attachment 2 for Response Spectra and panel description.)

_ i C) CEOSBY 6 X R X 10 JO-25 SPECIAL SAFETY VALVE FOR MAIN STEAM SERVICE r (Pkg: D-68) The valves are pipe mounted. The fatigue analysis of the valve for SRV loads was done by Crosby as per the requirements of Attachment 3. The details of the valve are given in Attachment 4. The maximum streas in the critical components were: Valve Inlet Section Maximum stress = 7104 psi Bonnet Arm Maximum stress = 7970 psi The above values are less than the endurance limit of 12,500 psi. (Ref. V.P. 8031-M-204BB-121(1)-1). D) CHILLED WATER CIRCULATION PUMPS (Pkg: D-139) These pumps are pipe mounted. These pumps have been qualified for the following dynamic loads: 1 Y Load Case X Vertical Z j SRV .107g .284g 188g 1 Upset -1.159g 0.26g 0.195g Emergency 1.167g 0.819g 1.492g - Faulted 1.894g 0.995g 1.89g The details of the pump are given in Attachment #5. The maximum ~ stresses in the critical pump components for faulted load case are given below: (Ref. V.P. 8031-M-58-95-1; Appendix H). FAULTED LOAD COMPONENT STRESS Casing 6350 psi . Bolts 18,463 pai The stresses in critical components due to SRV loads are small compared to the Faulted Load Case as can be seen by comparing 4 the relative magnitudes of SRV load accelerations with those of the Faulted Load Case. Therefore, fatigue due to SRV load is not of concern for this equipment. w-v- wtPw ,,--(e, y s--i.-w--o---r---.i.w tv rdser-gw-.p y-y ,wy,py, p-.-w, g, -,-9-p.wy-%- g.my. y m gj g w9 - g--.-g.mp>.-.g.-,y,g9wTM7"""-*N'i-"3'TT' 7N -?-'7 1 W ""M S {'--T""99M-g V QUALIFICATION OF LGS EQUIPMENT BY EXTENDED DURATION TESTING FOR SRV LOADS As discussed in the NRC/PECO March 4,1983, Meeting, PECO stated that extended duration testing would be pursued on equipment which had not been qualification tested. The following pieces of LGS equipment were qualified by testing. Extended duration testing for SRV loads was included. The details of tests / equipment are given below: A) HVAC DAMPERS WITH ACTUATORS (Package D-142, 149, 152) Three typical HVAC Dampers and associated devices were dynamically tested for the Required Response Spectra of Attachment #6. The specimens were tested for SRV spectra for 20 minutes duration in both biaxial orientations. The specimens were also tested for 5 upset load cases and 1 worst load case in both orientations. The specimens withstood the required loading. The required response spectra for different load cases (upset, worst and SRV) were obtained from envelope of floor sr stra of Reactor / Control Buildings, from Spec. 8031-G-19, Rev. onsidering amplification due to different frequenclu. of the Duct Supports. B) W_ ESTINGHOUSE 750 KVA AND 1000 KVA TRANSFORMERS (Pkg: D-15) The transformers were tested for 5 0.B.E.s, 1 S.S.E., and 1 worst case RRS, in addition to 20 minutes duration testing in both bi-axial orientations for envelope of SRV and LOCA spectra. The RRS for different load cases were obtained from Spec. 8031-G-19, Rev. 3, and are given in Attachment #7. The transformer withstood the required testing. C) WESTINGHOUSE 250 V DC MOTOR CONTROL CENTER (Pkg: D-18) DC MCC's were tested for 5 0.B.E.,1 S.S.E., I worst case RRS, and 20 minutes duration testing for envelope of SRV and LOCA RRS, in each of the two biaxial orientations. The Required Response Spectra were obtained from Spec. 8031-G-19, Rev. 3 at the equipment location. The RRS and Technical Requirements for the qualification are given in Attachment #8. The DC MCC withstood the required testing.

e 8-G) RESISTANCE TEMPERATURE DETECTORS AND TEMPERATURE ELEMENTS (Pkg: D-179) The RTD was tested for fatigue at 2.0g over the frequency l range of 5 to 200 to SHz for duration of 180 minutes in each t . of the three global axes. The temperature element was tested for fatigue at 4g and 6g over the frequency range of 1 to 200Hz for duration of 60 minutes in each of the three directions. The specimens were also tested for 5 OBE's and I worst load i The acceleration levels of RRS and TRS ZPA's are given case. below: 4 _ LOAD CASE ZPA 0F RRS ZPA 0F TRS 4 O.B.E. Horizontal 0.3g 8.0g Vertical 0.2g 10.0g WORST Horizontal 6.0g 8.0g Vertical 0.6g 8.0g l 1 j The specimens withstood the required testing. H) NUCLEAR PRESSURE REGULATOR (Pkg: D-72, D-54) After resonant frequency tests, 1.0 to 100 to 1.0 Hz, at 0.2g's, the nuclear pressure regulators were tested for vibration aging by a sine sweep from 4 to 100Hz at 0.75g for the duration of 10 minutes in each axis. The specimens were tested by RIM i test with maximum of 6.0g at 1/3 octave intervals and each resonant frequency for a minimum of 30 seconds at each frequency. Satisfactory results of these tests demonstrates the capability of the regulators to withstand fatigue loads due to SRV actuations over the life of the plant. l-I) 480 VOLT MOTOR CONTROL CENTER (Pkg: D-16) AND 208/120 VOLT DISTRIBUTION PANELS (Pkg: D-46) The Motor Control Center and Distribution Panels are located in the Reactor / Control building. The specimens were subjected l. to 60 minutes duration biaxial multifrequency random motion l over the frequency range of 1 to 100Hz. The horizontal and I vertical RRS for extended duratica tests were composites of SRV and LOCA RRS. The RRS and TRS for Extended Duration Tests, OBE, SSE, and Worst Load Cases are given in Attachment

10.

The specimens withstood the required RRS. This LGS equipment was qualified on the basis of similarity with that of Susquehanna Steam Electric Station (SSES). -p- ,AWh e e,Wp p y: --a p .--,99 y ,q, -9 -.9 .wc9e .y y, gr+9.*-,--y .g ye-s-92-w eg--, age..-9.y yne--g. g 9 ye. ---9g..m--yg&.----.9 m.w.e--e<.w+y.s-=.-eww .-g.p-r w---,-ee

D) 4" ANCHOR / DARLING VALVE WITH MILLER ACTUATOR, (Pkg: D-77) 4" VELAN VALVE WITH KIELY AND MUELLER AIR OPERATOR, (Pkg: D-79) rnd 2" ROCKWELL VALVE WITH FISHER AIR OPERATOR (Pkg: D-124) These valves with Actuators were tested as follows: i) Vibration Aging to a limiting value of 0.75g over the frequency range of Shz to 200Hz to 5Hz was done with minimum of 90 minutes of vibration in each of the three orthogonal axis,

11) 5 0.B.E.'s lii) S.S.E./ Mark II Test:

Single axis sine beat tests were performed in each of th? three orthogonal directions with an input motion of 2g, 4.6g, 6g, and 3.5g, in four separate tests. Frequency range was 10 to 100 Hz, a minimum of 12 beats at each frequency for a minimum of 15 seconds at each dwell. The Mark II testing is equivalent to the Eatigue testing described previously. All the specimens withstood the testing. E) MOTOR OPERATED LIMITORQUE VALVE ACTUATORS (Pkg: D-2004) Dynamic tests have been conducted on different sizes of motor operated valve actuators. The dynamic tests conducted include:

1) Vibration Aging to a limiting value of 0.75g over the frequency range of 5Hz to 200Hz to 5Hz for 90 minutes duration in each axis was done.

ii) Sine Scan tests to determine resonant frequencies. 1..i) Sine beat tests and multifrequency biaxial tests to represent seismic againg simulating OBE, SSE, and loads associated with high frequency SRV and LOCA loads. iv) Additional tests to establish the fragility limit accelerations for the actuators. The above testing demonstrates that the motor operators are capable of withstanding cyclic loads due to SRV actuations over the life of the plant. F) _ PEN RECORDER (Pkg: D-200) The specimens were subjected to an amplitude controlled multifrequency random motion over the frequency range of 1 to 100Hz for a total of 30 minutes duration. The Required Response Spectra (RRS) are composed of SRV and LOCA RRS in each of the three directions. The specimens were also tested for OBE and worst load cases. RRS and TRS for different load cases are given in Attachment #9. RRS for OBE and worst load cases are amplified RRS at equipment location. The specimens withstood the testing, including the fatigue testing.

, VI NSSS SUPPLIED EQUIPMENT SUBJECTED TO EXTENDED DURATION TESTING A. HPCI Turbine - The HPCI Turbine assembly was tested biaxially using random frequency input which stnulated the acceleration and frequencies due to SRV actuations. The duration of testing was seven and one-half minutes in each orientation; i.e. . front-back/ vertical and side-side / vertical. Test results were satisfactory. B. ATWS/SDV Modification Equipment - This equipment was " subjected to "SRV vibratory aging" for fif teen minutes in each horizontal / vertical orientation. Test results have been satisfactory. The following equipment were included in this test program: 1. RRCS Panel (C22-P001,P002) 2. Rosemount 1153 (188C7360) 3. Gould Level Transmitter (184C4775) 4. Potter Brumfield MDR Relay (169C9481P4) 5. Baily SRU (147D7166) 6. Electroswitch Switch (169C9585) 7. Agastat Relay (169C9481P5) 8. GE Power Supply (184C5841) 9. GE Trip Unit (184C5988) 10. GE CR2940 Switch (169C9490) ll. Cutler Hammer Switch (184C5847) 12. SDV Vent & Drain Valves 13. SDV Solenoid Valve

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j Attachment #'i fa 2h y... ' 7, Rsv. 1 to M/R 8031-M-204B Sheet 1 of 2 . s s l METHOD OF REPETITIVE DYNAMIC LOADING EVALUATION BY ANALYSIS FOR SEISMIC CATEGORY I EQUIPMENT 6 TAG NO: PSV-51-lF055/A, B (Item 4 8 of M/R) 1. The total stress for the'different critical components of the equipment due to combined seismic, hydrodynamic (worst loading combination) and sustained operational loads (tem-perature, pressure, nozzle loads, etc.), calculated as per Section 4-10 of Specificaiton 8031-M-2048 shall be compared to the endurance limit stress (stress at 106 cycles) of S-N curve of Figure I-9-1 of ASME Section III, Division 1, Appendix I. If the total stress of the equipment is less than that of the endurance limit, the equipment shall be considered to be qualified for repetitive dynamic loads effects. II. If not, the stresses shall be determined in different critical components of the equipment, in three orthogonal f directions for the following loads or forces: 1) Dead load 2) Nozzle load if any 3) Sustained operating loads (temperature and pressure as applicable) 4) O. B. E. 5) S. S. E use 24 Damping on the acceleration 6) S. R. V. response spectra (ARS) 7) LOCA The stressos in three orthogonal directions for each dynamic event shall be combined by the s' uare root of the sum of q the squares method. The combined stress for each dynamic event shall be absolutely summed with the stress due to dead load, nozzle load and sustained loads. III. The cumulative damage effect of each of the dynamic events shall be calculated per ASME Section III-NB 3222.4, for the different critical components of the equipment. k 4 P-247-1

k01 L~ ~ I ~....._ Attachment # $ 'SH h 4' 7, Rev. 1 to M/R 8031-M-204B lC Attachment #.L IV. For the purpose of calculating cumulative damage effect, number of cycles and 'g' acceleration levels are as follows: 4 1 NO. OF LOAD CASE CYCLES G ' LEVELS' N-S E-W VERT. O. B. E. 50 2.0 2.0 0.4 S. S. E 10 3.02 3.02 0.4 af S. R. V. 23400 1.02 1.02 0.4 LOCA 7000 2.08 2.08 0.4 V. The equipment shall be considered to be qualified for repetitive'llynamic loads effects, if the cumulative usage factor does not exceed 1.0. P-247-1 L.

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4_ .. o. b '. m me.a ea e., se s.e em. Attachment # l_ ss zd r 7/ MR 8031-M-ll3C Attochment #13 Y \\ 7' TABLE OF CONfENTS TECHNICAL REQUIREMENTS FOR DYNAMIC QUALIFICATION OF HVAC DAMPERS BY TEST I j Section Title Pace i 1.0 Information Required to Perform 1 the Work 2.0 Deleted 1 e, I - Dynamic Requirements 1 j [ 3.0 ( i i 4.0 Dynamic Test Procedure 2 5.0 Test Specimens 6 6.0 Engineering Hold Point 6 7.0 Documentation 6 't 8.0 Quality Assurance 6 5 . i 1 I!' c i i s -.s' i (- Rev. 2 P-249/3 9 i.

jg 3h _.. - ~ 5. w ; w,: c:.i.;.. a w - a MR 8031-M-113C Attcchment #13 Attachment # _ 4 TECHNICAL REQUIREMENTS FORMPERS BY TEST DYNAMIC QUALIFICATION OF HVAC DA E WOkK INFORMATION REQUIRED TO PERFORM TH ll the i 1.0 The Ruyer shall provide access to awork as identified in the ~ b ratory with ex-necessary to perform theaccepted proposal of the test la o ceptions mutually agreed hpon. 2.0 DELETED { DYNAMIC REQUIREMENTS 3.0 f Seismic Cateoory I linkages, and other 3.1 tion shall be tested Dampers and associated operators, l components covered by the Specificad in Paragraphs d after loading due lf l' { G r operability before, during, answitches or ot ims to dynamic loadings as define i hout changing /l 1 Electrichi shall withstand the inertial load w tposition of the I 3.3. h position and causing a change in t e "b (h i damper blades. d by testing to Damper specimens shall be qualifie8031-G-19 and i the requirements of Specificat on ( 3.2 section 4.0. d in the Reactor Seismic Category I equipment locateBuilding hall be designed ej 3.3 to withstand the loadings descrRRS curves of At 8031-M-113C. ),i ts shall be demon-i ification 8031-G-19. Fulfillment of the above requiremen I " strated by test as described in SpecThe repo the forms given i I 3.4 i jt in Attachment 17 of MR 8031-M-113Cforms tion 8031-G19, t, / ,f Rev. 3. [ Load Combinations ified in the seismic and hydrodynamic (SRV) loads ident 3.5 idered in terms specification 8031-G-19 shall be consThe amplified acce locations for of appropriate combinations. I ration response spectra at equipmentverti hall be provided f ~# by the Buyer for (1) vorst case (2 i l (3) SRV. Rev. 2 -1 ~

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[.. e DYNAMIC TEST PROCEDURE _ d shall be in 4.0 The ' dynamic test procedure to be followeconforma d IEEE Standard 344-1975. in the order of The fallowing requirements shall apply sequence listed: Resonance Frequency level 4.1 The equipment shall be subjected to low l sinusoidal tests to determine the natura d frequencies of the equipment between 1 an100 .i [ i

tions, (SRV)

R_ep,etitive Hydrodynamic Loading i 4.2 hall be For bi-axial test facilities, testing s ij h done for 20 minutes duration in each of t e I i

tions, 1

two bi-axial phase in-coherent conf gura / front to that is, side to side / vertical andIn that duration { back/ vertical directions. h t the l of 20 minutes, it shall be assured t aequipment l 30,000 9[- complete load cycles. d vertical I TRS plots for each of the horizontal an ort. directions shall be included in the test rep idth The amplitude of each 1/3 octave band w {j h shall be independently adjusted until t e f SRV, 2% TRS envelopes the RRS for the envelope oda 8031-N-113C. t _i if l1 - Combined Load ith Load cambinations shall be in accordance w 4.3 Specification 8031-G-19. 4.3.1 The equipment shall be tested for l Five repetitions of tests to upset case

j (1)

Ii curve l One test to worst case curve ij (2) b ve tests shall be repeated after rotat ng i the l f test specimen by 90') Rev. 2 P-249/3 ~ ~ ~. _ _ _ _ _ _ _ _ _

m..,_ 0 MR 8031-M-Il3C Attachment #13 Atachment#1 TRS shall be plotted at 1/3 octave interval bet- \\ .( ween 1 and 100H2 and shall be developed for 1/24 damping for the upset case and 14 and 2& damping A (See Figures 1 through 4 of 9 for the worst case. M/R 8031-M-113C Attachment 14). If the resonance search locates a hozirontal frequency of less than 15HZ or a vertical i frequency of less than 25H2 at any response accelerometer, then two dynamic tests are TRS shall be plotted at 1/3 octave required. interval between 1 and 100HZ and shall be developed for 1/24 damping for the upset ccse j and 14 and 24 damping for the worst case for: Figures 7 through 10 of M/R 8031-M-113C a) [ 4 first; and 'g b) Figures 1 through 4 of M/R 8031-M-113C i ! 4 last. TRS curves shall envelope the following hori-L[ zontal and vertical RRS curves (See M/R 8031-t ~ M-ll3C, Attachment 14): - I I ! a) Worst case,14 damping b) Upset case, 1/24 damping ? c) Worst case, 24 damping ( See Figure 1 for test sequence. 7 I Test response spectra shall be provided at the 4.3.2 following locations the center of the damper blade, (a) j (b) The base of the actuator, t (c) the solenoid, j (d) the DP switch, and (e) the position switch. At each of these locations, test response 1 l ll spectra shall be generated fors (a) one upset case test and l (b) one worst case test. k Rev. 2 ~ P-249/3 l l t

-~~ - 6h0 59 ..x.s_.--._-.-- MR 8031-M-ll3C __.w,. Attachment #13Atachment# 1_ 1 1 3 j; l4 RESONANCE SEARCH L i pissig. Pfadt.) M IE s J VD#f. PF88 781HE Hepit.PItadt,< / J em 1 War. Pp52. < #HE V l REP. HYD. TEST V (FIG. 5 AND 6 REP. HYD. TEST _[ OF M/R 8031- ) (FIG. 5 AND 6 TRS PLOTS, M-ll3C ATTACH-OF M/R 8031-2% DAMP MENT 14 M-ll3C ATTACH-L u MENT 14) E hi ( 4 v _t \\ _t l-r - _l FIVE UPSET CASE, y t-ONE WORST CASE FIVE UPSET CASE, TRS PLOTS, TEST (FIG. 7 ONE WORST FASE WORST (14, THROUGH 10 OF TEST (FIG. 7 2% DAMP. M/R 8031-M-113C m THROUGH 10 OF UPSET (1/24 ATTACHMENT 14 M/R 8031-M-113C j DAMP.) i L 7 ATTACHMENT 14 .? L - i 3 l t 9 ~-: 3 B i ~f 1-FIVE UPSET CASE, TRS PLOTS,

l ONE WORST CASE WORST (1%,

TEST (FIG.1 24 DAMP. UPSET (1/2% THROUGH 4 OF m M/R 8031-M-113C DAMP.) ATTACHMENT 14 - J L u J TEST SEQUENCE FIGURE 1. Rev. 2 P-249/3 l

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....:ht r.La& bu a:> +...!. : MR 8031-M-113C Attachment #L Attachment #13 4.4~ Other Dynamic Considerations _: ' Seismic and hydrodynamic testing shall be per-formed as follows: Vibratory table tests of the equipment mountel on a fixture designed and fabrica- .4.1 h ted by the Contractor shall simulate t e actual mounting details and interface I connections as specified by Bechteland show I 13C. r I The ability of the individual component of the equipment to perform the intended 4.4.2 function described in Section 4.4.2.1 of {a! [j' this Attachment and in Section 4.5 of specification 8031-M-113, before, during, and after the seismic and hydrodynamic i events shall be verified by testing. i I l Class IE electrical equipment shall l operate satisfactorily at the fol-lowing v 4.4.2.1 i' during both normal and accident 2 i I conditions: ( _General 120 + 10% volts AC t 208 + 10% volts AC 120 + 10% volts DC (125v D 60 f 5% Hz ~ i !..* i A, s Motors Ii 115 + volts AC (120v AC. nominal) 3 460 7 10% {' On starting +104, -20% volts AC or DC 60 7 54 Hz k Solenoids _ -Same as 4.7.3.1 but to activate j volts AC and DC i +105, -154 I; ^C l ? Rev. 2 ( ' P-249/3

1 1 5H G20 l MR 8031-M-113C 4 Attachment #13 mi kii2 Ch @ @ 0kh 1f

+-

j 8 TEST SPECIMENS, (including j 5.0 Each' specimen shall consist of damper units ^ cified all components unless otherwise specified) as speThe spe2 b atory Buyer. It is the responsibility of the test la or .i by the Buyer. h test 2 { to assemble and mount the test specimens on t e The specimens 3 fixtu'res and disassemble after the test. i damage E shall be suitably stored and protected againstAfter testing 3* protected by wooden crating as originally s from weather. Bechtel to j the test laboratory, in preparation for pick up and return to the jobsite. test j The test laboratory is to provide the necessaryAll test specimens y fixtures for the complete test. The g shall be rigidly connected to the test fixtures. ll be fundamental frequency of the test fixtures sha greater than 100 Hz. r A ENGINEERING HOLD POINT i rogram 4 6.0 A hold point is a critical step in the test ng pThe test laboratory shh h days in 4 to be observed by the Buyer. notify the Buyer at least five (5] j advance of the start of the test. ithout a f k may not proceed with work past a hold point w f written waiver / agreement by the Buyer. ll( [ DOCUMENTATION _ f rming with 7.0 The Seller shall submit drawings and data con ot tion Requiremenh i the requirements of the attached Documen a Project Form 8031-DR, and in accordance with General Suppliers, ^ Requirements for Documentation Required fromDocum l ih I i[j 8031-G-5. g Section 3.4. ,l QUALITY ASSURANCE j h lity ] 8.0 The Seller shall establish and maintain a q j j h t j r 8.1 l all phases in accordance with the applica 1 I for a Supplier Quality Assurance, 8031-G-13. j The Bidder shall submit with his proposal a e [ l controlled copy of a Quality Assurance Manua r.. T e 8.2 i i containing a complete and detailed descr pt on of his quality control and quality assurance g f program in accordance with Section G13.2 o General Project Requirements for Supplier g {g Quality Assurance, 8031-G-13. e Rev. 2 ? g ~6-n P-249/3

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A3achmet# l S" */ ~ ~ f, I e e4 WP e e n CHNICAL QUALIFICATION REQUIREMENTS r; h ( e. .1 1 N. f t, 1 I i

Ahchment# 1 5H 3/19 ^ ~

Fage, Title _

Section_ 1 General 1.0 1 Scope 2.0 1 Qualification Criteria 3.0 2 Codes and Standards 4.0 2 qualification Requirements 5.0 5 / Qualification Documents l 6.0 7 Deviations 7.0 k 1 lt t ,1 lr l t i l i I

....... ~ ~. '; ^.., He :* ~ ~... '..** . Attachment # 1 '

C

.-e..~ ~ 7_ i.. .( 10 GENERAL The subject transformers will be ased for nuclear power plant service and will provide essential power 1.1 for safeguard equipment in the Limerick Generating Station. ? A material list for the sub-components will not be provided and this lack of information must be 1.2 considered in the Contractor qualification program. The Limerick plant has a designed life of 40 years. The subject equipment for which qualified life has 1.3 to be established have already been installed in the plant (Unit 1 only) and have been connected to their loads. It is not the intent to specify herein all details It shall 1.4 for the performance of the testing / analysis. be the responsibility of the Contractor to ensure that s all the requirements of the testing / analysis are performed in accordance with applicable specifications, codes, and standards specified herein. } 2.0 RPF The scope of work comprises a qualification program for testing of the load center transformers for 2.1 environmental and dynamic conditions including but not g I limited to the following: t l Test / analysis procedure 2.1.1 f Environmental test / analysis i 2.1.2 2.1.3 Dynamic test / analysis l ( 2.1.4 Qualification report. I All facilities, labor, material and equipment 2.1.5 needed to qualify the transformers. lj Analysis to qualify the 1000 kVA transformers 1 2.1.6 based on testing of 750 kVA transformer. t QUALIFICATION CRITERIA 3.0 It is not the intent of this Attachment to require full scale testi l The equipment may also be qualified bya 3.1 of the existing equipment. a) Analysis (full /part). ,.-,--.n_,_,.,-~...,_,-,,,_,,,.,.,,,--.,,,-w, w- .e,,,,,-__--y,m,,--..,e- _mpw-w-w,,---,-,_,y----,,-

3H 3[ Attachment #.1. ...4 ~ "A b) Partial type test. Operating experience, if it is available. e) T d) Any combination of the above. .a CODES AND STANDARDS _ 4.0 following Analysis, certification, and documentation shall conform to the codes and standards, as applicable: General Guide for Qualifying Class IE IEEE Std 323-1971 Electric Equipment for Nuclear Power Generating Stations. Standard for Qualifying Class 1E Equipment IEEE Std 323-1974 for Nuclear Power Generating Stations. Standard for Recommended Practices for IEEE Std 344-1975 Seismic Qualification of Class IE Niuipment ) for Nuclear Power Generating Stations. h uirements In addition to the above standards, the equipment shall meet t e re i (NRC) reguistory of the following United States Nuclear Regulatory Commiss ont in provis s 3 guide and staff position that 11plements and modifies cer a i the referenced standards. ( Qualification of Class 1E Equipment for t RG 1.89 Nuclear Power Plants. Eeismic Qualification of Electric Equipment RG 1.100 for Nuclear Power Plants. Interia Staff Position on Environmental Qualification of Safety-Related Electrical NUREG-0588 l Equipment. 1 i S 5.0 ^ QUALIFICATION REQUIREMENTS Environmental Requirements: 5.1 h The subject transformers shall be qualified in accordance wit h Specification 8031-G-18. l I. 4 ( i T

Attachment # 3._ SH 6/g 'F f h i } The subject transformers shall be qualified for 40 years i 5.1.1 to the following normal operating conditions: 65 'o 104'F - normal temperature f a) Temperature (*F): range (use 104*F ambient, temperature t , for 40 years). b) Pressure (psig): -0.009 (-0.25" w.g.) c) Relative Bumidity (I): Average 50, Maximum 90 (use 90 for 40 years). I d) Radiation 4 f (rads of samma): 3.51 1 10 e) Voltage (volts): 4801101 ? 6015% f) Frequency (Es): The subject transformers shall be qualified for 180 days to the ? 5.1.2 ( following DBE conditions: 120 max. (see Attachment 24 for a) Temperature (*F): ~ temperature profile) Atmospheric b) Pressure: c) Relative Bumidity (1): 90 t s f d) Radiation (rads)- 2.82 1 105 (1) rade of gamma: o 6.9 I 105 4 (2) rads of beta: a) Voltage (volts): 4801101 60151 x f) Frequency (Es): i If I o j i i, 3,, t - l 5 .d'

~ Attachment # 1 5H 7 /g 1 Margin as required by Section 6.3.6 of Specifiestion 8031-G-18 shall be con Notes: 1. j environmental conditions. Instrument accuracies shall be considered l

'f included in addition to the above noted 2.

fj environmental conditions. f f The above requirements do not preclude analysis 3. based on previous tests. The Contractor shall demonstrate that the tr formers will perform theirs intended functions 4. during the accident ander the above conditions. The subject transformers shall be qualified in Dynamic Requirements:accordance with Specification 8031-G-19. 5.2 g listed: The following requirements shall apply in the order of sequenc v Resonance Frequenci 5.2.1 ts The equipment shall be subjected to low level sinusoid i ent between 1 to determine the natural frequencies of the e ~ ,y Bydrodynamie Load Fatigue (SRV & 1AcAl i ii 5.2.2 h nt The equipment shall be subjected to a triamial phase in ,gt the fre-amplitude controlled.multifrequency ra i duration. ? 20 If, For bi-exial test facilities, testing shall be done for in-coherent minutes duration in each of the two bi-axial phased front to' configurations, that is, side to side / vertical anZu that du J l i iana back/ vertical directions.shall be assured that the equip j i 2% damping of 30,000 complete load cycles. gi shall be analysed by a response spectr ange of 1 j! to 100 Es.

dle, The TRS plots of 60 seconds near the start, near th i

tal and and near the end of the test for each of the hor ort. vertical directions shall be included in the test rep independently The amplitude of each 1/3 octave ba lop of SRV s' 8031-4-19, and LOCA per response spectra of Specification D-300, Appendiz D. Pages D-271. D-273 D-275. D-296, D 389,'D-390, / D-321, D-323. D-325, D-346, D-348. ( 554 and D-555.

5n SC ~ ~ Attachment # 1 .~. . :r I 5.2.3 Ioad Combinations Load combinations shall be in accordance with Specificationf 8031-G-19, Appendix F, Section 1.0.2 h equipment shall be tested for: Five repetitions of tests to composite of OBE curves (F-29, F-31, F-33, F-41 F-43 F-45,F-193, F-194 (1) and F-195 Specification 8031-G-19, Appendix F). One test to composite of SSE curves (D-85, D-87, D-89, D-110, D-112, D-114 D-204, D-205 and D-206, Specifica-(2) p '3 tion 8031-G-19 Appendix D). t-One test to composite of worst case curves (F-125, F-127 F-129 F-137, F-139. F-141 F-301, F-302 and (3) s P-303, Specification 8031-0-19, AppenAix F). 1 TRS shall be plotted at 1/3 octave interval b

f h oe 4

damping for SSE, and 21 damping for the worst 3

( vertical RRS curves listed above. The II damping requirements for SSE superceed the requirements in Specification 8031-G-19 Anpendix F.

BOTE:

other Dynamic Considerations: 5.3 f Seismic and hydrodynamic, testing shall be performed as follows: i l Vibratory table tests of the equipment mounted on a fixture designed and fabricated by the Contractor to simulate th 5.3.1 h l mounting details and interface connections as specified by B I 9, 13, 14, 15 and 16. h and shown on Attachments Equipment shall, e subjected to test motions per Sect b 5.3.2 Acceleration response spectra shall be obtained at various critical locations in the subject transformers. i 5.3.3 i 6.0 QUALIFICATION DOCDENTS Qualification procedur,e_ I i 6.1 h Contractor shall submit the qualification procedure for Bec d N review and approval within two weeks af ter the contract awar. { l actual qualification effort shall not start before Bechtel s approva The Contractor shall document the procedure in a of the procedure.h procedure shall contain, but not be Ifaited ter report. + t = - - -

^ ^ ~ 5" % .. _N -. _ _ ~. .. J ;. _....XtachmenijP 1 ~ 7 6 ll as the Bechtel's Technical Services Contract Runniser, as we Work Order Nueber and the M/R Number. a) lified by Identificatiot number and name of each ites to be qua b) procedure. Qualification methods. f the total c) Sequence of tests / analyses cove' ring various parts o d) qualification. done in performing Step-by-step description of all activities to be e) the qualification. bles. Method of monitoring the performance and varia f) l Mounting details for dynamic test, if applicab e. g) l l Instrument and Equipment List _ ipment.and instrumentation 6.2 The Contractor shall provide all the necessary equ All ith this Attachment. required to perform testing in accordance wibrated with equ In addition, acasuring and test equipment shall be cal d certified prior to use. frequency recommended by the to the National Bursau of Standards anthe equipm i( h annufacturer not less than once a year. f all measuring and test F The Contractor shall submit a complete list o as a miniana as part j i e of the final qualification reports 6 i Item and its description i i, a) b) Manufacturer i c) Model number I Identification number d) t ) e) Calibration date I f Recommended calibration frequency f) I Instrument accuracies (error) g) I Qualification Report _ tor shall submit three 6.3 On completion of the qualification, the C rt for Bechtal's i the following review and approval.8031-G-18. Section 8.4. the irepo ,(' information as a miniaunt

_~ yg .4, b Nechtel's Technical Services Contract Number, as well as the a) Work Order Number and the M/R Number. Identification number and name of each item qualified. b) Complete list of all components which have been qualified c) including their qualified lives (identified by annufacturer and model===har). A replacement schedule of all components that have a useful d) ~ life expectancy of less than 40 years. A certificate of conformance that the equipment has been qualified t to NUREG-0588, Category 1 (N/R Item 2) or NUREG-0558, Category e) i II (N/R Item 1). i. A list of all resource and reference documentation. I .f) [!' Complete analysis with justification. g) List of test instrumentation including calibration data and h) k instruments accuracy. All reportable anomalies with explanation and justification for 1) qualification adequacy. f yigures, graphs, and illustrations, as applicable. d j)

(

Step-by-step description of all activities performed. k) Report index listing the page on which each of the above listed 1) items can be found. ,I I , a) Inspection results. i Summary, conclusions and recommendations. ' b, n) 7.0 DEVIATION _S All Contractor proposed deviations from the r ition to Bechtel for approval by use of Fora ED-27, Supplier Deviation Dispos Request, or, an alternate form presenting equivalent information. I

5""/" Attachment # 1. e O S ur P 4

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Sn llIs ( ATTACHMENT si-8 SusncT : TECH NIC.AL b.U ALI FIC A~ Tion kEGORE.MMTS. W C w wc. N se V t. MCds .i i REFERENC.E : ( AtvAcawrxr 19 To M/R so3 : - e. - s2 l l 44 l I'; l

) l- 'g ATTACHMENT 19 Tb M/ R. 0 0 M G -E 2._ f Attachment # JL 5H*/18 s l 'I TECHNICAL QUALIFICATION REQUIREMENTS I k t e e i ~ ~ Rev. 1 5/17/83 Rev. 0 10/15/82 P-183(c)/4 O .,-,.._,.._,.w-.- c-..,....a.n----

3l* ~ Attachment # io 6 Section Title Page i 1.0 General 1 2.0 Scope 1 3.0 Qualification criteria 2 4.0 codes and Standards 2 5.0 Qualification Requirements 2 6.0 Qualification Documents 4 ( i k l l 1 t i i l W P-183(c)/4

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0 GENERAL h 1.1 The subject MCC's will be used for nuclear power plant service in the essential power circuits for safeguards equipment in the Limerick Generating Station. The loads connected to the MCC's are shown on single line j diagrams Dwg. Nos. 8031-E-33 and 34. ~ 1.2 A material list for the sub-components will not be provided and this lack of information must be considered in the Contractor qualification prcgran. 1.3 Tha Limerick plant has a designed life of 40 years. The si/bject equipment for which qualified life has to oc established have already been installed in the piant (Unit 1 only) and have been connected to sneir loads. 1.4 It is not the intent to specify herein all details for the performance of the testing / analysis. It shall be the responsibility of the Contractor to ensure that all the requirements of the testing / analysis are performed in accordance with applicable specifications, codes, and standards. 7. 1.5 The Contractor shall have full responsibility for .l k' compliance with the requirements of this Attachment. Review / approval of data with regard to performance of testing / analysis by Bechtel does not constitute acceptance of services if it does not result in qualification of the equipment to the requirements established herein. i'i 2.0 SCOPE 2.1 The scope of work comprises a qualification program for testing of the five (5) section line-up prototype 'l' of the 250 volt DC MCC for dynamic conditions including but not limited to the following: 2.1.1 Test prototype including material and labor a 2.1.2 Test procedure 2.1.3 Dynamic test / analysis 2.1.4 Qualification report 2.1.5 All facilities, labor, material and equipamnt needed to qualify the MCC's. O P-183(c)/4. a

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-- ~ I ~' Attachment # 2. 3.0 QUALIFICATION CRITERIA 3.1 It is not the intent of this Attachment to require fu11 scale testing of the existing squipment. The j mguipment may also be qualified by: a) Analysis (full /part). \\ b) Partial type test. j c) Operating ' experience, if it is available. d) Any combination of the above. l ) 4.0 CODES AND STANDARDS Testing, analysis, inspection, certification, and documentation shall conform to the codes and standards as outlined in Spe cification 8031-G-18. 5.0 QUALIFICATION REQUIREMENTS 5.1 Dynamic Requirements: The subject MCC's shall be qualified in accordance with Specification 8031-G-19. The following requirements shall apply in the order of sequence ' listed: l 5.1.1 Resonance Frequency The equipment shall be subjected to low level sinusoidal tests to determine the natural frequencies of the equipment betweep 1 and 'l 100 Hz. in each of the three principal t ' i directions. 5.1.2 Hydrodynamic Loed Fatigue (SRV & LOCA) l l The equipment shall be subjected to a tri-axial phase in-coherent amplitude controlled j multifrequency random motion over the fro-quency range of 1 and 100 Hz. for a total of 20 minutes duration. For bi-axial test facilities, testing shall be done for 20 minutes duration in each of the i two bi-axial phase in-coherent configurations, that is, side to side / vertical and front to P-183(c )/4

5" '/$ ~ Attachment #.s_ back/ vertical directions. In that duration j of 20 minutes, it shall be assured that the equipment is subjected to a minimum of 30,000 complete load cycles. The resulting table motions shall be analyzed by a response s spectrum analyser at 24 damping and plotted at 1/3 octave intervals over a frequency i range of 1 to 100 Hz. The TRS plots of 60 seconds near the start, near the middle, and near the end of the test for each of the horizontal and vertical direc-tions shall be included in the test report. The amplitude of each 1/3 octave band width shall be independently adjusted until the TRS envelops the RRS for the envelop of SRV and LOCA per response spectra of Specifica-tion 8031-G-19, Appendix D, Pages D-269, D-294, D-319, D-344, D-371, D-372, D-426, D-4 27, D-4 81, D-4 82, D-5 36, and D-5 37. 5.1.3 Load combinations j Load combinations shall be in accordance with Specification 8031-G-19, Appendix F, Ssction 1.0.2 The equipment shall be tested for (1) Five repetitions of tests to composite of OBE curves (F-27, F-39, F-17 6, F-177, Specification 8031-G-19, Appendix F). (2) One test to composite of SSE curves

l D-83, D-108, D-187, D-188 Specifica-tion 8031-G-19, Appendix D).

ij 4 !g l l-(3) One test to composite of worst case curves (F-123, F-135, F-28 4, F-28 5, Specifica-

l tion 8031-G-19, Appendix F).

j[ TRS shall be plotted at 1/3 octave interval between 1 and 100 Es. and shall be developed ll for 1/24 damping for OBE, it

damping for SSE, and 24 damping for the worst case.

These TRS 8 curves shall envelop the corresponding horizontal and vertical RRS curves listed above.

NOTE:

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10 ~ 5.2 Other Dynarnic Consideration: Seismic and hydrodynamic testing shall be performed as follows: 5.2.1 Vibratory table tests of the equipment mounted on a fixture designed and fabricated by the Contractor to simulate the actual mounting details and interface connections as speci-1 fled by Bechtel and shown on Attachment 15. 5.2.2 Equipment shall be subjected to test motions pe r Section 5.1.3. The ability of the in-dividual component of the equipment to per-form the intended function described in IEEE-649-1980 during and after the seismic and hydrodynamic events shall be verified. 5.2.3 Acceleration at appropriate locations shall be provided for the generation of response spectra at various critical locations in the equipment for qualification of future replace-ment parts. 6.0 OUALIFICATION DOCUMENTS 6.1 Qualification Procedure k The Contractor shall submit the qualification procedure ) for Bechtel's review and approval within three weeks after the contract award. The actual qualification effort shall not start before Bechtel's approval of the procedure. The Contractor shall document the procedure in a report. The procedure shall contain, but not be limited to: I a) Bechtel's Technica1' services Control Number. b) Identification number and name of each basic equipment item to be qualified by procedure. c) A consolidated list of all components that will have to be qualified. d) Qualification methods. e) Sequence of tests / analyses covering various parts of the total qualification. f) Step-by-step description of all activities to be done in performing the qualification. . l P-183(c)/4 \\ 9 = - .n--.~.,,,---,..n

~. Attachment # y g) Method of monitoring the performance and variables. h) Mounting details for dynamic test, if applicable. 6.2 Instrument and Equipment List The Contractor shall provide all the necessary equipment i and instrumentation required to perform testing ih accordance with this Attachment. All measuring and test equipment shall be calibrated with equip-ment traceable to the National Bureau of Standards and certified prior to use,. In addition, the equip-i ment shall be calibrated at the frequency recommended I by the maaufacturer but not less than once a year. l The Contractor'shall submit a complete list of all measuring and test equipment including the following information as a minimum as part of the final qualification reports a) Item and its description i I b) Manu f acturer l c) Model number d) Identification number e) Calibration date 2) Recammended calibration frequency 6) Instrument accuracies (error) 6.3 Qualification Report I on completion of the qualification, the Contractor shall submit three (3) signed and certified copies of I

l the final report for Bechtel's review and approval.

The report shall contain the following information as I a minimums a) Bechtel's Technical services Contract Number. f b) Identification number and name of each basic equipment l item qualified c) Complete list of all components which have been A qualified (identified by manufacturer and model D number). O 1 3(c)/4 k I 9

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Attachment # 10 t ~ !i l. d) A certificate of canpliance that the equipment i has been qualified to NUREG-0588, Category I. e6) A section which describes all resource and reference documentation. f1 Step-by-step description of all activities per- = formed. g) Test dat.a' including accuracies. h) Inspection results. i) Descriptiori of analytical methods used, and analytical data including all extrapolations. j) List of all equipment and instrumentation used for testing including calibration data. k) Figures, graphs, illustrations, and photographs, as applicable. 1) Summary, conclusions and recommendations. I m) Report index listing the page on which each of the above listed items may be found. !k r ~ I li it i fl d i ! 'i ~! l O e 6-P-183(c)/4 ~ .--.--.---.-,.--~.--_-m.--..-..___. --m.-,-_,7-,

... _. _ _ _..m.: l'8 i:,' Attachment # 10 - f ( i .i .T I [ [ APPENDIX A FLOOR RESPONSE SPECTRA 1 (From Be:htel Specification 8031-G-19, A Appendices D and F) M b t EI. ~ s 4 il a l t n i I l '1 I t A-W

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