RS-16-229, Supplemental Information Regarding Request for License Amendment to Revise Loss of Voltage Relay Settings

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Supplemental Information Regarding Request for License Amendment to Revise Loss of Voltage Relay Settings
ML16326A200
Person / Time
Site: Quad Cities  Constellation icon.png
Issue date: 11/21/2016
From: Simpson P
Exelon Generation Co
To:
Document Control Desk, Office of Nuclear Reactor Regulation
References
CAC MF8381, CAC MF8382, RS-16-229
Download: ML16326A200 (65)


Text

.- 4300 Winfield Road Warrenville, IL 60555 ExeLon G 630 657 2000 Office RS-16-229 November 21, 2016 U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555-0001 Quad Cities Nuclear Power Station, Units 1 and 2 Renewed Facility Operating License Nos. DPR-29 and DPR-30 NRC Docket Nos. 50-254 and 50-265

Subject:

Supplemental Information Regarding Request for License Amendment to Revise Loss of Voltage Relay Settings

References:

1. Letter from P. R. Simpson (Exelon Generation Company, LLC) to U.S. NRC, "Request for License Amendment to Revise Loss of Voltage Relay Settings,"

dated September 12, 2016

2. Letter from E. A. Brown (U.S. NRC) to B. C. Hanson (Exelon Generation Company, LLC), "Quad Cities Nuclear Power Station, Units 1 and 2 Supplemental Information Needed for Acceptance Review Concerning Loss of Voltage Relay Setting (CAC Nos. MF8381 and MF8382)

(PID L-LA-2016-29555) (RS-15-326)," dated November 8, 2016 In Reference 1, Exelon Generation Company, LLC (EGC) requested an amendment to Renewed Facility Operating License Nos. DPR-29 and DPR-30 for Quad Cities Nuclear Power Station (QCNPS), Units 1 and 2, respectively. The proposed change revises the allowable value for Function 1, "4160 V Essential Service System Bus Undervoltage (Loss of Voltage)," in Technical Specifications (TS) Table 3.3.8.1-1, "Loss of Power Instrumentation."

In Reference 2, the NRC requested additional information that is needed to support the acceptance review of the license amendment request. In response to this request, EGC is providing the attached information.

EGC has reviewed the information supporting a finding of no significant hazards consideration, and the environmental consideration, that were previously provided to the NRC in Attachment 1 of Reference 1. The additional information provided in this submittal does not affect the bases for concluding that the proposed license amendment does not involve a significant hazards consideration. In addition, the additional information provided in this submittal does not affect

November 21, 2016 U.S. Nuclear Regulatory Commission Page 2 the bases for concluding that neither an environmental impact statement nor an environmental assessment needs to be prepared in connection with the proposed amendment.

There are no regulatory commitments contained in this letter. Should you have any questions concerning this letter, please contact Mr. Kenneth M. Nicely at (630) 657-2803.

I declare under penalty of perjury that the foregoing is true and correct. Executed on the 21 st day of November 2016.

R pectfully, Patrick R. Simpson ~1 Manager Licensing V Attachments-1 . Response to Request for Supplemental Information

2. Calculation QDC-6700-1-0848, "Instrument Drift Analysis of General Electric Model 121AV69A1 A Voltage Relays for 4.16kV Emergency Bus (Loss of Voltage)," Revision 0
3. EC 394927, Attachment 13, "Drift Verification for QDC-6700-1-0848 Bus 13(23)-1-A/B U/V, Bus 13(23)-1-B/C U/V, Bus 14(24)-1-A/B U/V, Bus 14(24)-1-B/C U/W
4. NES-EIC-20.04, Appendix I, "Negligible Uncertainties," Revision 6 CC' NRC Regional Administrator, Region III NRC Senior Resident Inspector Quad Cities Nuclear Power Station Illinois Emergency Management Agency Division of Nuclear Safety

bcc:

NRC Project Manager NRR Quad Cities Director Licensing West Manager Licensing, Quad Cities Senior Vice President Engineering and Technical Services Site Vice President Quad Cities Regulatory Assurance Manager Quad Cities Exelon Document Control Desk Licensing (Hard Copy)

Exelon Document Control Desk Licensing (Electronic Copy)

Dave Ulozas MidAmerican Energy Company (Electronic Copy)

DWULozas@midamerican.com Commitment Coordinator Cantera Ken Nicely Rachel Luebbe Rick Swart Jody Rathman

ATTACHMENT 1 Response to Request for Supplemental Information NRC Reauest The NRC staff has reviewed your application and concluded that additional information addressing the derivation of the instrument setpoint values associated with the loss of voltage relay setpoint is necessary to enable the staff to make an independent assessment regarding the acceptability of the proposed amendment/relief request in terms of regulatory requirements and the protection of public health and safety and the environment. The submittal should include information on all instrument uncertainty factors used to derive setpoints.

Response of Reference 1 provided design analysis QDC-6700-E-0939, "Loss of Voltage Relay Setpoint for Buses 13-1, 14-1, 23-1, and 24-1," which establishes the new loss of voltage relay setpoint, setting tolerances, expanded tolerances, and allowable values based on the new analytical limits. During a conference call with the NRC on November 3, 2016, the NRC clarified that additional justification was needed related to the methodology and acceptance criteria listed as Items 2.3, 2.4, and 2.5 on page 5 of design analysis QDC-6700-E-0939, which are listed below.

2.3 Vendor Specifications Published instrument vendor specifications are considered to be based on sufficiently large samples so that the probability and confidence level meets the 26 criteria, unless stated otherwise by the vendor.

2.4 Negligible Uncertainties Per Appendix I of NES-EIC-20.04 (Ref. 5.1 .2), the effects of radiation (eR), humidity (eH), power supply (eV), calibration standard equipment (STD), and seismic (eS) under normal operating conditions may typically be considered negligible. For the evaluation of normal operating conditions, these errors are considered negligible unless otherwise noted.

2.5 Other Environmental Effects For environmental effects not considered negligible (Section 2.4), if the vendor does not provide a separate specification but the environmental limits are bounded by the vendor operating limits, then the effect is considered included in the reference accuracy.

Calculation QDC-6700-1-0848, Revision 0, "Instrument Drift Analysis of General Electric Model 121AV69A1A Voltage Relays for 4.16kV Emergency Bus (Loss of Voltage)," as referenced in design analysis QDC-6700-E-0939, Section 4.6 "Calculated Drift Specifications," validates the 26 drift for a 24 month surveillance interval (i.e., 30 months with late factor). Calculation QDC-6700-1-0848, Attachment A, documents seven years of raw data (i.e., 1993 through 1999) from surveillances of the voltage relays. Calculation QDC-6700-1-0848 is provided in .

Page 1

ATTACHMENT 1 Response to Request for Supplemental Information In addition, Exelon Generation Company, LLC (EGC) procedure ER-AA-520, "Instrument Performance Trending," requires periodic updates of the drift analysis. The most recent periodic update was documented in EC 394927, "Prepare a Drift Analysis Per ER-AA-520 (2013)," which further validated the 2a drift with 11 years of empirical data from 2002 through 2013. 3 of EC 394927, which addresses the calculation QDC-6700-1-0848 drift analysis, is provided in Attachment 3.

Section 6.2 of design analysis QDC-6700-E-0939 provides justification for the random errors for the Loss of Voltage relay. The justification for negligible uncertainties is provided in Section 2.0, "Negligible Uncertainties," and Table 11, "Negligible Errors and Uncertainties for Relays and Timers," of Appendix I to NES-EIC-20.04, "Analysis of Instrument Channel Setpoint Error and Instrument Loop Accuracy." Appendix I to NES-EIC-20.04 is provided in Attachment 4.

NES-EIC-20.04 defines an acceptable method for establishing the uncertainties associated with instruments, instrument loops, and instrument setpoints and for applying these uncertainties in the determination of instrument loop accuracy, allowable values, and calculated setpoints at several EGC nuclear stations. The NRC has approved use of this methodology for Quad Cities Nuclear Power Station (QCNPS) as discussed below.

In Reference 2, the NRC issued license amendments for QCNPS, Units 1 and 2, to support the conversion of the QCNPS Technical Specifications to a set of improved Technical Specifications based on NUREG-1433, Revision 1, "Standard Technical Specifications, General Electric Plants BWR/4." The Technical Specifications changes included increases to surveillance frequencies to support the transition to 24-month fuel cycles. The associated NRC safety evaluation documents the NRC's review of Revisions 1 (ADAMS Accession No. ML003698624) and 2 (ADAMS Accession No. ML003721342) of NES-EIC-20.04. In addition, as stated in the NRC's safety evaluation, EGC also provided Revision 3 of NES-EIC-20.04 to the NRC. In the safety evaluation, the NRC concluded that "The staff also finds that the instrument setpoint methodology used by the licensee to determine the allowable values is acceptable."

Subsequent to the issuance of the Reference 2 license amendments and associated safety evaluation, EGC issued Revisions 4, 5, and 6 to NES-EIC-20.04. None of these revisions impacted Appendix I to NES-EIC-20.04. Therefore, the methodology for treatment of negligible uncertainties used in determining the loss of voltage relay settings is the same methodology reviewed by the NRC in 2001.

References

1. Letter from P. R. Simpson (Exelon Generation Company, LLC) to U.S. NRC, "Request for License Amendment to Revise Loss of Voltage Relay Settings," dated September 12, 2016
2. Letter from S. N. Bailey (U.S. NRC) to O. D. Kingsley (Exelon Generation Company, LLC),

"Issuance of Amendment JAC Nos. MA8378 and mA8379)," dated March 30, 2001 Page 2

ATTACHMENT 2 Calculation QDC-6700-1-0848, "Instrument Drift Analysis of General Electric Model 121AV69A1A Voltage Relays for 4.16kV Emergency Bus (Loss of Voltage),"

Revision 0

ComEd NEP-12-02.01 Effective Date: 11/4/99 Page 1 of 13 CALCULATION TITLE PAGE CALCULATION NO: QDC-6700-1-0848 REV. 0 STATION/UNIT: Quad Cities/1 and 2 TITLE: Instrument Drift Analysis of General Electric Model 121AV69AIA Voltage Relays for 4.16kV Emergency Bus (Loss of Voltage)

DESCRIPTION CODE: 103 SYSTEM CODE: B67 (6700)

DISCIPLINE CODE: I ELEVATION CODE: Misc.

Safety Related Augmented Quality Related Non-Safety Related REFERENCE NUMBERS:

ILI I-e Numv r PROJ 105260 COMPONENT EPN:

EPN Comp Type See Section 1.2 DOCUMENT NUMBERS:

Doc Type/ SubType Document Numper I~ I None PEPP-E FORM

NEP-12-02.01 Effective Date: 11/4/99 Page 2 of 13 CALCULATION NO: QDC-6700-1-0848 STATION/UNIT: Quad Cities/1 and 2 TITLE: Instrument Drift Analysis of General Electric Model 121AV69A1A Voltage Relays for 4.16kV Emergency Bus (Loss of Voltage)

REVISION

SUMMARY

Original Issue Program Library Number: N/A Electronic Calculation Data Files: Microsoft Excel 97/QDC-6700-1-0848 Rev O.xls/1.70MB/2-22-00/13:50 (Program Name, Version, File name ext/size/date/hour:min)

Type of Review: M Detailed 0 Alternate 0 Test Repetitive Calc Review DO ANYASSUMP110NS IN THIS CALCULATION REQUIRE LATER VERIFICATION? YES Z NO Tracked by: (NTS#, AT#, EWCS #, etc.) NIA Approvals required when initiating Calc Revision in accordance with Section C.5.4 Prepared by: Bruce L. Crabbs ,BL-e-- EXCEL 2/22/00 Pri Org. Date Reviewed by: Richard J. Hannigan EXCEL 2123/00 Print/Signllnitial Org. Date Approved by .~be f'. ~I Clc,c, b 3 h 3 lua Print/ gn/Initial Org. Date PEPP-E FORM

NEP-12-05 Revision 0 ATTACHMENT 6 (Page 1 of 3)

REVIEW CHECKLIST FOR CONTROLLED WORK Title of Controlled Work product: QDc - ~ 700 -- l -- o8e18 WE v-0 uM eAl DRI1=T AJJ41- YS16 OF 4EiJERA.L ELEGTIZIL NICIDEL 12, 1 PV&q AI p, VOL--r-A,4I~F-S L A-Y 6 4. /!a k- V EM E F, Ca E'14 G `r '-B US ( I-- n S; o r VD LT A ,::h E

1) Check type of Controlled Work Review being performed (check all that apply):

Tvne of Cantmilad Work Tuna of Raviaur Safety Evaluation or Reload Design Eval. Independent/Acceptance Review NRC Submittal or License Amendment Independent/Acceptance Review Recomm. Important to Safety in Design or Independent/Acceptance Oper. Review Other routine Controlled Work (specify) Independent/Acceptance Review Other non-routine Controlled Work (speci ) Supplemental Review Special Controlled Analysis (SCA) from NEP- Supplemental Review (go to 12-02 V Section 3 do not complete Section 2)

2) Check applicable box for each verification upon completion:

Reauired Verifications Controlled WbrkUeclwge jall pages Ind. cover letter reviewed & verified to be internally consistent.

Verify that any controlled documents (such as NDITs) are to be transmitted directly to Central Files.

NIA Mark N/A box If the transmittal package does not contain any controlled does.

If this Controlled Work revises an existing document(s), veriy that the transmittal package explidtly N/A identifies the doc(s) to be superseded. Marie N/A box if no doc. revisions involved.

Verity that CW Traveler (Att. A) was initiated.

N/A If this Controlled Work Includes a 50.59 Safety Evaluation (NSWP-A-04), ensure that ail the Items required by the procedure for preparing 50.59 Safety Evaluations are included. These items include all theapplicable forma, all the quesWris are answered, e2Z required attached documents, etc.

Page 16 of 21

NEP-12-05 Revision 0

3) Beyip.w Scone (Initial if applicable and rife l:

RT Conformance to design requirements 9-F Conformance to applicable codes, standards, and regulatory requirements Identification of applicable design and safety limits RT Appropriateness of analysis method Conservative method used/recommendations given relative to design and safety AT limits TAT Validity and justification of any assumptions Identification of appropriately verified computer codes and versions Conformance of code application with NRC SER or similar document (7) R ; Correct incorporation of input into the analysis Completeness of key input review by all appropriate ComEd areas Ri Reasonableness of analysis output/conclusion compared to input/assumptions Reasonableness of recommendations/results based on previous experience Correctness of calculations or analyses by aitemate methods Correctness and traceability of any data used Consistency of analysis results with proposed licensed amendment Specification of any review requirements for an Interface organization Effect on plant drawings, procedures, data bases, plant simulator System interactions Identification of any changes in other controlled documents (e.g. UFSAR, Technical Specifications, COLR).

Page 17 of 21

NEP-12-05 Revision 0 r"Am film M a

4) Iescrfptjon of 1/ ation -._Activities_ FindinQs lind Resolialons:

O ?A Q; JAL-,-- AUbOM VE'AIPICAT1 00 OF ~DATA 7.4.1Pu i

Reviewer's Date Signature (N/A for SCA's): AJI-A Additional Reviewer's Date Signature:

Supervisor (for SCA's only): 4~3qZZ", Date 123 ~U Page 18 of 21

Independent Review for QDC-6700-1-0848, Rev. 0 During the independent review of calculation QDC-6700-1-0848 (Rev. 0) (PASS and Lotus 1-2-3 were used to validate the results generated by MS Excel in the calculation. In the table below the results of the validation for the QDC-6700-1-0848 values and the values produced by IPASS and Lotus 1-2-3 are illustrated. The results from (PASS and Lotus 1-2-3 validated the calculation QC)C-6700-1-0848 results generated by MS Excel. Minor differences in the values between the MS Excel generated results and the WASS and Lotus 1-2-3 generated results were reviewed and can be attributed to rounding and conversion between applications. Below is a partial listing of some of the values from QDC-6700-1-0848 that were validated:

Parameter QDC-6700-1-0848 value Validation value Validation Valid?

applic ation Mean 0.035 0.035 Lotus 1-2-3, Yes (PASS Median 0.040 0.040 Lotus 1-2-3, Yes

{PASS Std Dev 0.452 0.452 Lotus 1-2-3, Yes (PASS Count 31 31 Lotus 1-2-3, Yes (PASS Max 0.700 0.700 Lotus 1-2-3 Yes Min -1.300 -1.300 Lotus 1-2-3 Yes Range 2.000 2.000 Lotus 1-2-3 Yes Sum 1.090 1.090 Lotus 1-2-3 Yes Kurtosis 1.047 1.047 Lotus 1-2-3 Yes Skewness -0.748 -0.748 Lotus 1-2-3 Yes Drift scatter plot NIA Visual inspection shows Lotus 1-2-3, Yes including agreement between the (PASS prediction line scatter plots and prediction lines Drift scatter plot Y = -0.0002x + 0.1459 Y = -0.000249x + 0.146 Lotus 1-2-3 Yes prediction line Chi-Squared 15.135 (does not confirm 15.13297 (does not Lotus 1-2-3 Yes value normality) confirm normalft W Test statistic "0.9500 (confRris normality) 0.9500-(confirms Lotus 1-2-3 Yes normalft Outliers Data ID # 45 Data ID # 45 Lotus 1-2-3 Yes Histogram N/A Visual inspection shows (PASS Yes agreement between the two histograms

Independent Review for QDC-6700'1-0848, Rev. 0 Parameter QDC-6700-1-0848 value Validation value Validation Valid?

application Data w/i 1 raw std 20 20 Lotus 1-2-3 Yes dev Data w/i 2 raw std 30 30 Lotus 1-2-3 Yes dev Bin 3 count 8 8 Lotus 1-2-3 Yes Bin 3 drift std dev 0.279 0.279 Lotus 1-2-3 Yes Bin 3 drift mean -0.039 -0.039 Lotus 1-2-3 Yes Bin 3 interval 173.3 173.3 Lotus 1-2-3 Yes mean Bin 4 count 12 12 Lotus 1-2-3 Yes Bin 4 drift std dev 0.388 0.388 Lotus 1-2-3 Yes Bin 4 drift mean 0.183 0.183 Lotus 1-2-3 Yes Bin 4 interval 381.3 381.3 Lotus 1-2-3 Yes mean Bin 5 count 1 1 Lotus 1-2-3 Yes Bin 5 drift std dev NIA N/A Lotus 1-2-3 Yes Bin 5 drift mean 0.040 0.040 Lotus 1-2-3 Yes Bin 5 interval 649.0 649.0 Lotus 1-2-3 Yes mean Bin 6 count 10 10 Lotus 1-2-3 Yes Bin 6 drift std dev 0.623 0.623 Lotus 1-2-3 Yes Bin 6 drift mean -0.084 -0.084 Lotus 1-2-3 Yes Bin 6 interval 720.2 720.2 Lotus 1-2-3 Yes mean

Independent Review for QDC-6700-1-0848, Rev. 0 Parameter QDC-6700-1-0848 value Validation value Validation Valid?

application Bins 3 6 drift N/A Visual inspection shows Lotus 1-2-3 Yes scatter plot agreement between the including two scatter plots and prediction line prediction lines Bins 3 -- 6 ddfl Y = -0.0002485x Y = -0.000249x + 0.146 Lotus 1-2-3 Yes scatter ploa +0.145902 rediction line Bins 3 6 drift N/A Visual inspection shows Lotus 1-2-3 Yes absolute value agreement between the scatter plot two scatter plots and including prediction tines prediction line Bins 3 6 drift Y = 0.00048497x Y = 0.000485x + 0.129 Lotus 1-2-3 Yes absolute value +0.129391 scatter plot prediction line Bins 3, 4, and 6 N/A Visual inspection shows Lotus 1-2-3 Yes drift standard agreement between the deviation scatter two scatter plots and plot including prediction lines prediction line Bins 3, 4, and 6 Y = 0.000635x + 0.16 Y = 0.000635x + 0.16 Lotus 1-2-3 Yes drift standard deviation scatter lot prediction line Other values, including those based on the above parameters, were checked using hand calculations.

Independent Review performed by: 1 aelayLoo R. J. Hannigan

STATION/UNIT: Quad Cities/1 and 2 N EP-12-02.01 Effective Date: 11/4/99 Page 3 of 13 CALCULATION NO: ODC-6700-1-0848 REV. 0 Table of Contents SECTION: PAGE NO.:

TITLE PAGE 1 REVISION

SUMMARY

2 TABLE OF CONTENTS 3 PURPOSE/ OBJECTIVE: Section 1.0 4 METHODOLOGY AND ACCEPTANCE CRITERIA: Section 2.0 5 ASSUMPTIONS / ENGINEERING JUDGEMENTS: Section 3.0 6 DESIGN INPUTS: Section 4.0 6

REFERENCES:

Section 5.0 7 CALCULATIONS: Section 6.0 8

SUMMARY

AND CONCLUSIONS: Section 7.0 12 ATTACHMENTS: Section 8.0 13 A. Raw Data A-1 to A-1 B. Input Data B-1 to B-1 C. AF - AL Data C-1 to C-3 D. Outliers D-1 to D-1 E. T-Values E-1 to E-1 F. Chi-Square F-1 to F-1 G. W Test G-1 to G-1 H. Normality Plot H-1 to H-1 I. Histogram 1-1 to 1-2 J. Scatter Plot J-1 to J-1 K. Binning Analysis K-1 to K-3 L. Regression Drift L-1 to L-2 M. Regression -- AV of Drift M-1 to M-2 N. Regression - Bin Std. Dev. N-1 to N-2

=PEPP-E:FORM

STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11!4!99 Page 4 of 13 CALCULATION NO: QDC-67004-0848 REV. 0 CALCULATIONS:

1.0 PURPOSE I OBJECTIVE 1.1 in order to support a new 24-month operating cycle, the base calibration interval for the instrumentation addressed by this calculation needs to be increased from 18 to 24 months. The purpose of this calculation is to establish the drift uncertainty values and characteristics that will be used by instrument uncertainty calculations for determination of setpoints and allowable values for the subject instrumentation. The drift values will be determined for a maximum surveillance interval of 30 months, because of the extra 25%

grace period allowed by Technical Specifications. (24 Months x 1.25 = 30 Months)

I 1.2 Specifically, this calculation addresses the voltage function of General Electric Model 121AV69A1A Voltage Relays, with tag numbers as shown in Table 1.2-1 below. Also shown in the table are the calibration procedure numbers and functions, associated uncertainty calculations, and applicable Tech Spec sections.

TABLE 1.2-1 COMPONENT LIST 4 e1 POCE~UR UNC TAINT'Y TAG NO TECH SPCC 11lO; FUNCTION CALCULATIONS QCOADS 0100-Bus 13-1-A/B UN 4Kv Bus Degraded Voltage and Table 4.2.8-1 Item 5.a; 19; QCOADS NIA Bus 13..1-B/C UN Undervoltage Relay Calibration TS 4.2.8.1 0100-1 QCOADS 0100-Bus 14-1-AIB UN 4Kv Bus Degraded Voltage and Table 4.2.B-1 Item 5.a*

20; QCOADS N/A Bus 14-1-B/C UN Undervoltage Relay Calibration TS 4.2.B.1 0100-1 QCOADS 0200- Bus 23-1-AIB UN, 4Kv Bus Degraded Voltage and Table 4.2.13-1 Item 5.a; NIA 19 Bus 23-1-BIC UN Undervoltage Relay Calibration TS 4.2.B.1 QCOADS 0200- Bus 24-1-A/B UN, 4Kv Bus Degraded Voltage and Table 4.2.B-1 Item 5.a; NIA 20 Bus 241-BIC UN Undervoltage Relay Calibration TS 4.2.8.1 PEPP-E FORM

STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11/4/99 Page 5 of 13 CALCULATION NO: QDC-6700-1-0848 REV. 0 2.0 METHODOLOGY AND ACCEPTANCE CRITERIA 2.1 The methodology used for this calculation is based on Appendix J of NES-EIC-20.04, "Analysis of Instrument Channel Setpoint Error and Instrument Loop Accuracy", Rev. 1 (Reference 5.1.2), EPRI TR-103335, "Guidelines for Instrument Calibration Extension I Reduction Programs", Revision 1 (Reference 5.1.3), and the Improved Technical Specifications (ITS) and 24-Month Technical Specifications Project Technical Plan, Revision 1 (Reference 5.1.4). A summarized description of the methodology is listed under this section, but the detailed references for criteria, equations, and values used are detailed in Section 6 and within the attachments.

2.2 The methodology of analyzing As Found / As Left drift data is made up of several general steps. The steps for the analysis are listed herein, but are explained more fully in References 5.1.2 and 5.1.3. The mathematical computations of the statistical analysis are performed within an EXCEL spreadsheet. All data within the spreadsheet are printed out in the form of the Attachments to this calculation.

2.2.1 As Found and As Left data from historical calibration records are entered into a spreadsheet, from which drift uncertainty is derived. The date of calibration is also recorded.

2.2.2 Drift uncertainty for each calibration point is computed by subtracting the As Left data of one calibration from the As Found data of the next calibration. Time between calibrations is computed from the calibration dates.

2.3 Initial T-tests for outliers are performed to identify potential invalid or inappropriate data for the analysis. The data identified as outliers are researched to determine if the data should be excluded from the rest of the analysis. A small portion of outliers may be excluded from the analysis based on being purely statistical outliers in accordance with Appendix J to Reference 5.1.2.

2.4 In order to characterize the drift uncertainty, normality and time dependency are analyzed through a series of steps.

2.5 The drift data is checked through standard statistical means for determination of the normality of the data set. The Chi-Square Goodness of Fit test or either the W or D Prime test is used, depending on sample size. if these approaches do not confirm that the data is normally distributed, then visual examinations are used with a normality plot and coverage analysis to determine if a normal distribution is conservative with respect to the data. The coverage analysis consists of a histogram and a bin-by-bin comparison of actual data to expectations for a normal distribution. If the data cannot be determined to be normally distributed, or conservatively treated as normal, the drift is considered as a systematic (bias) error in the instrument uncertainty calculations.

EPEP:IP-E FORM

STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11/4/99 Page 6 of 13 CALCULATION NO: QDC-6700-1-0848 REV. 0 2.6 Time dependency of the instrument drift will be assessed via a scatter plot, a binning analysis, and linear regression analyses on the drift data and the absolute value of the drift data as functions of time interval. Finally, regression analyses are also performed for the mean and standard deviations of the bins that were selected for use in the binning analyses, if a sufficient number of bins are selected.

2.7 A drift tolerance interval, to be used for instrument uncertainty analysis, is determined, based on the results of the tests above. The drift data is characterized as normal or systematic, or as part bias and part random, or random.

2.8 Acceptance Criteria: Since the conclusion of the calculation will be to generate a value and description of the characteristics of the drift of the device, there are no acceptance criteria.

3.0 ASSUMPTIONS / ENGINEERING JUDGEMENTS 3.1 None 4.0 DESIGN INPUTS 4.1 Attachment A is a listing of the historical raw input data as recorded from the calibration procedures to be used for this drift analysis. (References are contained in section 5.2.)

All dates of calibration are also entered to provide time intervals between calibrations.

4.2 Attachment B is a listing of the historical As Left and As Found data from Attachment A, with any data exclusions or modifications noted. All dates of calibration are also entered to provide time intervals between calibrations.

4.3 Attachment C contains the model numbers and the As Found/As Left data taken from Attachment B. Attachment C calculates the drift values for each applicable point and the calibration intervals in days and months.

PEPP-E FORM

STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 1114/99 Page 7 of 13 CALCULATION NCB: QDC-6700-1-0848 REV. 0 4.4 Data not entered into the analysis is listed in the table below, showing the reasoning used in not entering the data.

Table 4.4-1 Data Not Entered in the Drift Analysis Procedure Calibration Tag Number Comments/Disposition Number Date BUS -B/C QCOADS 0100-20 02/19/96 Statistical Outlier See Section 6.2.1 below.

UN 4.5 A wall-down of the plant-installed instruments was performed in verify the manufacturer and model number of the relays contained within this calculation. The results of the walk-down are contained in Reference 5.4.2.

5.0 REFERENCES

5.1 METHODOLOGY 5.1.1 ANSI/ISA-S67.04-Part I-1994, "Setpoints for Nuclear Safety Related Instrumentation" 5.1.2 NES-EIC-20.04, "Analysis of Instrument Channel Setpoint Error and Instrument Loop Accuracy," Rev. 1 5.1.3 EPRI TR-103335, "Guidelines for Instrument Calibration Extension ! Reduction Programs," Rev. 1 5.1.4 DG99-001245, Improved Technical Specifications (ITS) and 24-Month Technical Specifications Project Technical Plan, Revision 1, November 8, 1999 5.1.5 DOE Research and Development Report No. WAPD-TM-1292, "Statistics for Nuclear Engineers and Scientists Part 1: Basic Statistical Inference," February 1981 5.1.6 NRC Generic Letter 91-04, "Changes in Technical Specification Surveillance Requirements to Accommodate a 24 Month Fuel Cycle," April 2, 1991 5.1.7 ISA-RP67.04-Part II-1994, "Methodologies for the Determination of Setpoints for Nuclear Safety-Related Instrumentation," Second Printing, June 12, 1995 5.1.8 American National Standard N15.15-1974, "Assessment of the Assumption of Normality (Employing Individual Observed Values)"

i'PEPP-E Imo-

STATION/UNIT: Quad Cities/1 and 2 NEP-1202.01 Effective Date: 11/4/99 Page 8 of 13 CALCULATION NO: Q DC-6700-1-0848 REV. 0 5.2 PROCEDURES 5.2.1 Historical Records from Quad Cities Station Surveillance Procedure QCOADS 0100-19, Quad Cities OAD Undervoltage Relay Calibration Bus 13-1 5.2.2 Historical Records from Quad Cities Station Surveillance Procedure QCOADS 0100-20, Quad Cities OAD Undervoltage Relay Calibration Bus 14-1 5.2.3 Historical Records from Quad Cities Station Surveillance Procedure QCOADS 0200-19, Quad Cities OAD Undervoltage Relay Calibration Bus 23-1 5.2.4 Historical Records from Quad Cities Station Surveillance Procedure QCOADS 0200-20, Quad Cities OAD Undervoltage Relay Calibration Bus 24-1 5.2.5 Historical Records from Quad Cities Station Surveillance Procedure QCOADS 0100-1, Quad Cities OAD Undervoltage Relay Calibration Bus 13-1 and 14-1 5.3 CALCULATIONS 5.3.1 None 5.4 MISCELLANEOUS REFERENCES 5.4.1 EWCS Database Listings 5.4.2 NDIT No. QDC-00-0014, Walkdown Results Which Support the ITS Project, February 7, 2000 6.0 CALCULATIONS 6.1 Gather and Generate Raw Drift Data 6.1.1 Specifically, this calculation addresses the voltage function of General Electric Model 121AV69A1A Voltage Relays, with the tag numbers as shown in Table 1.2-1 of this calculation.

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STATION/UNIT: (quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11/4/99 Page 9 of 13 CALCULATION NO: QDC-6700-1-0848 REV. 0 6.1.2 After the statistical outlier test described in section 6.2.1 below and removal of any outliers, a pooling test was performed as described in Sections 2.3.1.4 through 2.3.1.6 of Appendix J to Reference 5.1.2 and as directed in Reference 5.1.4. A critical T-test was performed, with the Critical T value reduced incrementally until 10% of the data population were outliers, to determine if proper pooling techniques were used. The critical T value had to be reduced significantly to show significant additional outliers.

Outliers appeared across the data set, without any evident correlation to improper pooling of the data. Therefore, it is concluded that the data within the initial data set is from the same statistical pool, and therefore has been combined properly for analysis.

6.1.3 Attachment B is a listing of the As Found and As Left data from available historical plant calibration records. Note that the calibration dates are also recorded, and notes are provided to clarify the activities performed. This data was entered into an EXCEL spreadsheet for computation of the drift values, time intervals between calibrations and the statistical analysis of the data.

6.1.4 Drift uncertainty is computed by subtracting the As Left data of one calibration from the As Found data of the next calibration, as documented in Attachment C. Attachment C also shows the computation of the time intervals between calibrations.

6.2 Determination of Outliers 6.2.1 The outlier analysis is recorded in Attachment D to this calculation. One outlier was removed from the data set. One outlier represents 3.125% of the initial data set. Since this is less than 5% of the initial data set allowed per the guidelines of Reference 5.1.2, this outlier was removed from the analysis. The critical T values for various sample sizes are tabulated in Attachment E.

6.3 Tests for Normality 5.3.1 The Chi-Square Goodness of Fit test was performed on the data to test for normality.

Since the result of the Chi-Square computation, 15.135, is greater than the degrees of freedom, 9, the Chi-Square test cannot confirm normality of the data. (See Appendix C, Section CA of Reference 5.1.3 for methodology.) The results of this test are tabulated in Attachment F.

6.3.2 Since the final data set consists of 31 data points, the W Test was performed on the data, per the requirements of Reference 5.1.3. The W Test confirms that the data is a sample from a normal distribution. A summary of the results of the test is included in Attachment G.

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STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11/4199 Page 10 of 13 CALCULATION NO: QDC-6700-1-0848 REV. 0 6.3.3 For Information Only, a normality plot and histogram are included in this analysis. The Normality Plot for this data is displayed in Attachment H. The function displayed by the Normality Plot is not a linear function however, one cannot fully confirm normality with this plot alone.

6.3.4 For the coverage analysis, a histogram shows the distribution of points in the actual drift data versus that which would be observed if the data ideally conformed to the normal curve. To generate the histogram data, the drift values are categorized into 12 bins, in relation to the mean and standard deviation. In addition, expected numbers of data points are calculated, assuming that the data was a normal distribution and that the data set was exactly representative of a normal curve. The histogram is documented in Attachment 1.

6.3.5 By visual inspection, the following items are noted. Although the data does not tend to reasonably follow a linear model as shown in the normality plot, the data is relatively close to a normal distribution as shown in the histogram, so the data is near normal.

From looking at the histogram and bins within Attachment I, the data appears to generally resemble a normal distribution with a larger than normal concentration of data around the mean, which is supported by a moderate kurtosis. The data does have adequate population within t 2 standard deviations to provide the required coverage for normality. Therefore, the histogram and normality plot provide additional visual evidence of normality of this data set, as confirmed by the W Test in Attachment G.

6.4 Time Dependency 6.4.1 In order to determine time dependency of the drift data, the data is first plotted as a scatter plot in Attachment J. The trendline within this scatter plot shows a slight decreasing trend from a small initial positive value to a small negative value, but no specific conclusions can be made from the scatter plot alone.

6A.2 To continue on with time dependency analysis, the binning analysis is performed. The data is divided into bins, based on the intervals between calibrations as defined in section 2.5.2.1 of Appendix J to Reference 5.1.2. Statistical summaries for each bin, including count, mean, standard deviation, and mean time interval are computed. This information is given in Attachment K to this calculation.

6.4.3 Per section 2.5.2.3 of Appendix J to Reference 5.1.2, after removing those bins with 5 or less data points and those with 10% or less of the total population, the remaining bins are 3, 4 and 6. A T-test was not performed between any bins being considered, because the bin count difference between bins is less than 20% of the total data count.

The valid interval, as defined by Section 2.6.1.4 of Appendix J of Reference 5.1.2, for the binning regressions is from bin 3 through bin 6, or 136 to 800 days.

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STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11/4/99 Page 1 it of 13 CALCULATION NO: QDC-6700-1-0848 REV. 0 6.4.4 Attachment K shows a plot of the mean and standard deviations of the drift data versus the average time interval between calibrations for the subject bins. It also provides all of the binning parameters and statistics that are a part of the binning analysis. The plot reveals that the mean of the drift data exhibits a non-linear function by varying up and down over the analyzed period, starting at a negative value in bin 3, going to a positive value in bin 4, and returning to a negative value in bin 6. The standard deviation of the drift data does increase over the analyzed period.

6.4.5 Per section 2.5.2.4 of Appendix J of Reference 5.1.2, a drift regression analysis was performed on the drift data that was Included in the selected bins above and the data in between them. In this case, 100% of the drift data was included because no data is contained in bins 1, 2, 7 and 8. The regression analysis included as Attachment L displays an R Squared value is much less than 0.3, thereby exhibiting no linear time dependency of the mean. An additional regression analysis was performed on the absolute value of the drift data, and is included as Attachment M. The regression analysis for the absolute value of the drift data displays an increasing trend, but the R Squared value for the absolute value is much less than 0.3, indicating no linear time dependency.

6.4.6 The scatter, binning analysis and drift regression plots all indicate a slightly sloping mean value over time, which crosses zero towards the end of the analysis. Because of these plots, and since the R-Squared value within Attachment L is much less than 0.3, the mean will be conservatively treated as time independent per the criteria of Section 2.5.2.6 of Appendix J to Reference 5.1.2.

6.4.7 Although the regression analyses showed no particular linear time dependency per the R Squared value in Attachment M, visual assessments of the data in the scatter plot, the binning plot and absolute value regression plot indicate that the standard deviation of the data tends to increase over time. Since the most conservative treatment of drift is linear (Reference 5.1.7, Section 6.2.7), the standard deviation of the drift is conservatively treated as linearly time dependent in this analysis.

6.5 Drift Tolerance Interval and Characterization 6.5.1 This analysis of drift for General Electric Model 121AV69A1A Voltage Relays confirms that the random portion of the drift is normally distributed (Section 6.3.2), but the analysis also identified increasing random drift over time (Section 6.4.7). The calculation also determined the drift bias term to be time independent per Section 6.4.6 above.

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STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11/4/99 Page 12 of 13 CALCULATION NO: QDC-6700-1-0848 REV. 0 6.5.2 The drift bias term for time independent drift is determined from the mean of the final data set, per Section 2.6.1.1 of Appendix J to Reference 5.1.2. The mean of the final data set is computed in Attachment D to be +0.035 volts. This value equates to 0.042 percent of full scale when using 83.7 volts (the lowest voltage setpoint value of the relays covered by this calculation per Attachment A) as full scale. Per the guidelines established in Section 2.6.1.1 of Appendix J to Reference 5.1.2, this value can be considered negligible. Therefore, a drift bias term will not be considered in this calculation.

6.5.3 The random portion of the drift is determined by linearly extrapolating the standard deviation of the data to the required calibration interval of 915 days. This is done in Attachment N by extrapolating the standard deviation line from bins 3, 4, and 6. The standard deviation line of those bins is extrapolated to 915 days by using the regression "intercept" and "X variable 1" coefficients listed in the ANOVA Table on Attachment N.

To determine the random portion of the drift, per section 2.6.1.3 of Appendix J of Reference 5.1.2, the extrapolated standard deviation value is multiplied by a confidence multiplier (2.549) for 95/95 for 30 data points (the total within the subject bins). The 95/95 confidence factor multiplier is selected because the instruments under analysis provide an ECCS protection function. The confidence multiplier comes from tables in Reference 5.1.4, which are copied from Reference 5.1.5.

Random Drift Tolerance Interval (95/95% Bound) =:t KS where: K o 2.549 (Confidence Multiplier for 30 data points) (Ref. 5.1.4)

S e 0.741 volts (Extrapolated Standard Deviation Attachment N)

Random Drift Tolerance Int. (95/95% Bound) = t (2.549)(0.741)

= +/- 1.889 volts (915 Days) 7.0

SUMMARY

AND CONCLUSIONS 7.1 The bounding 915 day drift value for the voltage function of the General Electric Model 121AV69A1A Voltage Relays (See Table 1.2-1), has been determined to be a random

+/-1.889 volts, with a negligible bias value. The random portion of the drift term is confirmed as normally distributed, and should be treated as a 2a value for uncertainty analysis. The random portion of drift is conservatively treated as linearly time dependent.

7.2 The results of this calculation can be conservatively applied to the voltage function of any General Electric Model 121AV69A1A Voltage Relay which meets the criteria listed in Section 5.3, "Considerations When Combining Instruments Into a Single Group", of Reference 5.1.3.

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STATION/UNIT: Quad Cities/1 and 2 NEP-12-02.01 Effective Date: 11/4199 Page 13 of 13 CALCULATION NO: Q DC-6700-1-0848 REV. 0 8.0 ATTACHMENTS A. Raw Data B. Input Data C. AF - AL Data D. Outliers E. T-Values F. Chi-Square G. W Test H. Normality Plot I. Histogram J. Scatter Plot K. Binning Analysis L. Regression Drift M. Regression AV of Drift N. Regression - Bin Std. Dev.

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QDC-6700-1-0848 Rev 0.)ds Attachment A Rziy D-'=

Surveillance Tag Number Date Point Desired AF AL Units Comments QCOADS 0100-19 BUS 13-1-A/B UN 04/19/99 1 83.7 84.74 B4.74 VAC QCOADS 0100-19 BUS 13-1-A/B UN 11/14/98 1 83.7 84.8 84.8 VAC n QCOADS 0100-19 BUS 13-1-A/B UN 04/30/98 1 83.7 85.2 84.3 VAC_ a QCOADS 0100-19 BUS 13-1-AB UN 04114/97 1 83.7 84.7 84.7 VAC QCOADS 0100-19 BUS 13-1-AB UN 03/28/96 1 87 85 85 VAC OCOADS 0100-1 BUS 13-1-AB UN 03/29/94 1 87 84.6 84.68 VAC QCOADS 0100-19 BUS 13-1-B/C UN 04/19/99 1 63.7 83.75 83.75 VAC QCOADS 0100-19 BUS 13-1-B/C UN 11/14/98 1 83.7 84.1 84.1 VAC QCOADS 0100-19 BUS 13-1-B/C UN 04/30/98 1 83.70 84.10 84.10 VAC QCOADS 0100-19 BUS 13-1-B/C UN 04/14/97 1 83.7 87.2 83.9 VAC QCOADS 0100-19 BUS 13-1-B/C UN 03/28/96 1 87 84.6 87 VAC QCOADS 0100-1 BUS 13-1-B/C UN 03129194 1 87 83.7 84.36 VAC QCOADS 0100-20 BUS 14-1-A/B UN 04/16/99 1 83.7 82.9 82.9 VAC QCOADS 0100-20 BUS 14-1-A1B UN 11/13/98 1 83.7 83 83 VAC QCOADS 0100-20 BUS 14-1-AB UN 05/12/98 1 83.7 83 83 VAC QCOADS 0100-20 BUS 14-1-A/B UN 05/12/98 1 83.7 83 83 VAC QCOADS 0100-20 BUS 14-1-AB UN 04/14/97 1 83.7 87 82.8 VAC QCOADS 0100-20 BUS 14-1-AIB UN 02119/96 1 87 85.1 87 VAC QCOADS 0100-1 BUS 14-1-A/6 UN 05/11/94 1 87 84.71 85.06 VAC QCOADS 0100-20 BUS 14-1-8/C UN 04/16/99 1 83.7 83.6 83.6 VAC QCOADS 0100-20 BUS 14-1-B/C UN 11/13/98 1 83.7 83.5 83.5 VAC QCOADS 0100-20 BUS 14-1-BIC UN 05112198 1 83.7 84.1 83.9 VAC QCOADS 0100-20 BUS 14-1-B/C UN 05112/98 1 83.7 84.1 83.9 VAC QCOADS 0100-20 BUS 14-1-B/C UN 04114/97 1 83.7 87 83.6 VAC QCOADS 0100-20 BUS 14-1-B/C UN 02/19196 1 87 83 87 VAC QCOADS 0100-1 BUS 14-1-B/C UN 05/11194 1 87 83.81 86.03 VAC QCOADS 0200-19 BUS 23-1-AB UN 02/20199 1 83.7 85.1 85.1 VAC QCOADS 0200-19 BUS 23-1-A/B UN 04/29198 1 83.7 84.4 84.4 VAC QCOADS 0200-19 BUS 23-1-A/B UN 03/10/97 1 83.7 85 85 VAC QCOADS 0200-19 BUS 23-1-AB UN 03/29195 1 87 86.3 86.3 VAC QCOADS 0200-19 BUS 23-1-B/C UN 02/20199 1 83.7 84.2 84.2 VAC QCOADS 0200-19 BUS 23-1-B/C UN 04/29/98 1 83.7 85 84.1 VAC QCOADS 0200-19 BUS 23-1-B/C UN 03/10/97 1 83.7 84.3 84.3 VAC QCOADS 0200-19 BUS 23-1-B/C UN 03/29/95 1 87 84.9 84.9 VAC QCOADS 0200-20 BUS 24-1-A/B UN 02/25/99 1 83.7 85.8 85.1 VAC QCOADS 0200-20 BUS 24-1-A/B UN 05102/97 1 87 85.1 85.1 VAC QCOADS 0200-20 BUS 24-1-A/B UN 03/18/95 1 87 83.3 85.5 VAC QCOADS 0200-20 BUS 24-1-AB UN 03/29/93 1 83.7 83.8 83.8 VAC QCOADS 0200-20 BUS 24-1-B/C UN 02/25/99 1 83.7 862 85.9 VAC QCOADS 0200-20 BUS 24-1-B/C UN 04/28/97 1 87 85.7 85.7 VAC QCOADS 0200-20 BUS 24-1-B/C UN 03/18195 1 87 83.6 85.3 VAC QCOADS 0200-20 j BUS 24-1 -BIG UN 03/29/93 1 83.7 83.8 83.8 VAC Page A-1

QDC-6700-1-0848 Rev 0.xis Attachment B Input Data Surveillance Tag Number Date Paint Desired AF AL Units Exclude Comments QCOADS 0100-19 BUS 13-1-A/B UN 04/19/99 1 83.7 84.74 84.74 VAC QCOADS 0100-19 BUS 13-1-A/B UN 11/14/98 1 83.7 84.8 84.8 VAC QCOADS 0100-19 BUS 13-1-A/B UN 04/30/98 1 83.7 85.2 84.3 VAC QCOADS 0100-19 BUS 13-1-A/B UN 04114/97 1 83.7 84.7 84.7 VAC QCOADS 0 100- 19 BUS 13-1-A/B UN 03/28/96 1 87 85 85 VAC QCOADS 0100-1 BUS 13-1-A/B UN 03/29/94 1 87 84.6 84.68 VAC QCOADS 0100-19 BUS 13-1-B/C UN 04/19/99 1 83.7 83.75 83.75 VAC QCOADS 0100-19 BUS 13-1-B/C UN 11/14/98 1 83.7 84.1 84.1 VAC QCOADS 0100-19 BUS 13-1-8/C UN 04/30/98 1 83.7 84.1 84.1 VAC QCOADS 0100-19 BUS 13-1-B/C UN 04/14/97 1 83.7 87.2 83.9 VAC QCOADS 0100-19 BUS 13-1-B/C UN 03/28/96 1 87 84.6 87 VAC QCOADS 0100-1 BUS 13-1-B/C UN 03/29/94 1 87 83.7 84.36 VAC QCOADS 0100-20 BUS 14-1-A/B UN 04/16/99 1 83.7 B2.9 82.9 VAC QCOADS 0100-20 BUS 14-1-A/3 UN 11/13/98 1 83.7 83 83 VAC QCOADS 0100-20 BUS 14-1-A/B UN 05112198 1 83.7 83 83 VAC QCOADS 0100-20 BUS 14-1-A/B UN 05/12/98 1 83.7 83 83 VAC QCOADS 0100-20 BUS 14-1-A/B UN 04/14/97 1 83.70 87.00 82.80 VAC QCOADS 0100-20 BUS 14-1-A/B UN 02/19/96 1 87 85.1 87 VAC QCOADS 0100-1 BUS 14-1-A/8 UN 05/11/94 1 87 84.71 85.06 VAC QCOADS 0100-20 BUS 14-1-8/C UN 04/16/99 1 83.7 83.6 83.6 VAC QCOADS 0100-20 BUS 14-1-B/C UN 11/13/98 1 83.7 83.5 83.5 VAC QCOADS 0100-20 BUS 14-1-B/C UN 05/12/98 1 83.7 84.1 83.9 VAC QCOADS 0100-20 BUS 14-1-B/C UN 05/12/98 1 83.7 84.1 83.9 VAC QCOADS 0100-20 BUS 14-1-B/C UN 04/14/97 1 83.7 87 83.6 VAC QCOADS 0100-20 BUS 14-1-B/C UN 02/19196 1 87 83 87 VAC QCOADS 0100-1 BUS 14-1-B/C UN 05/11/94 1 87 83.81 86.03 VAC QCOADS 0200-19 BUS 23-1-A/B UN 02/20/99 1 83.7 85.1 85.1 VAC QCOADS 0200-19 BUS 23-1-A/B UN 04/29/98 1 83.7 84.4 84.4 VAC QCOADS 0200-19 BUS 23-1-A/B UN 03/10/97 1 83.7 85 85 VAC QCOADS 0200-19 BUS 23-1-A/B UN 03/29195 1 87 86.3 86.3 VAC QCOADS 0200-19 BUS 23-1-B/C UN 02/20/99 1 83.7 84.2 84.2 VAC GICOADS 0200-19 BUS 23-1-B/C UN 04/29/98 1 83.7 85 84.1 VAC QCOADS 0200.19 BUS 23-1-B/C UN 03/10/97 1 83.7 84.3 84.3 VAC QCOADS 0200-19 BUS 23-1-B/C UN 03/29/95 1 87 84.9 84.9 VAC QCOADS 0200-20 BUS 24-1-A/8 UN 02/25/99 1 83.7 85.8 85.1 VAC QCOADS 0200-20 BUS 24-1-A/B UN 05/02/97 1 87 85.1 85.1 VAC QCOADS 0200-20 BUS 24-1 A/B UN 03/18/95 1 87 83.3 85.5 VAC QCOADS 0200-20 BUS 24-1-A/B UN 03/29/93 1 83.7 83.8 83.8 VAC QCOADS 0200-20 BUS 24-1-B/C UN 02/25/99 1 83.7 86.2 85.9 VAC QCOADS 0200-20 BUS 24-1-13/C UN 04/28/97 1 87.00 85.70 85.70 VAC QCOADS 0200-20 BUS 24-1-B/C UN 03118/95 1 87 83.6 85.3 1 VAC QCOADS 0200-20 BUS 24-1-WC UN 03/29/93 1 83.7 83.8 83.8 1 VAC Page B-1

(3DC-6700-1-0848 Rev 0_)is Attachment C AF-AL Data DATA CAL DATE AFIAL CAL OUTLIERS COMMENTS CAL INTERVAL POINT ID MakelModel Number Tag Number mmlddlyy Status 1 Unns Drys Months GE / 121AV69AIA BUS 3- -A/B U/V 04/19/99 AF 84.740 VAC 156 GE / 121AV69AIA / U/ 04/ /9 A 84.740 -VAC 3 GE / 1 AV69AlA US 3. *A/ U/V_11/14198 84 A 6 L 4 GE / 121AV69AIA BUS 3* -A/B U/V / 84,800 VAC 5 GE / 121AV69AIA 3* *A/ U/V 04/30/98 F 00 VAC 381 12 6 GE / 121AV69AIA S 3* *A/B U/V 04/30/98 84.300 VA 7 GE / 121AV69AIA * / V 4 4/ 7 F 84.700 VAC 362 13 G / 121AV69AIA BUS 3- -A/ U/V 04/14/97 AL 84.7()() VAC GE / 121AV69AIA 13US 3- 1 -A/B UN 03/28/96 AF 85 000 VAC 7,U 24 0 GE / 121AV69AlA BUS 13-1-A /5 U/V 03/;!8/96 A VA 1 GE / 121AV69A A I [W~ _ 13-1-A/B U/V 03/29/94 AF 84.600 VAC 12 GE / 121AV69 _IA RUR )3-1. 29191 AL 84680 VAQ 3 GE / 121AV69AIA BUS 3- -B/C U/V 04 l9 99 AF 83,750 VAQ 546 5 4 GE / 121AV69AIA BUS 3- 04119/99 AL 83.Z50 VAC 15 GE / 121AV69A ]A C WV 11/14/98 F 1 134,100 6 GE / 121AV69A US 3* *B/C UN 11/14/98 AL 84.100 VAC GE / 121AV69AIA BUS 13.1.8/C Ua 04/30/98 AF 84.100 VAC 1 381 12 18 GE / IgIXV69AIA S 3- - /C U 04130/98 84,100 VAC GE / 121AV69AIA BUS 13* -B/ U V 04114/97 F 87,200 VAC 38 0 GE / 121AV69A1A BUS 04/14/97 AL 93,900VAQ-21 1 GE / 121AV69AIA BUS 3- - /C U/V 03/28/96 AF 84-500 VAC 730 24 GE / 121AV69AIA BUS 13 /C U/V 03/28/96 A 87.000 VAC GE / 121AV69AIA U /C U 03/29/94 F 83.700 A GE / 121AV69AIA US 4* - / 04/16/99 AF 82.9 - - 54 5 GE / 121AV69AIA US 4- *A/B U/V 04/16/99 VA 4-7 GE /121AV69AIA BUS 14- .A/B U 11/13/99 AF 83.000 VAC 185 28 GE / 121AV69AlA / U/V 13/14/98 AL 83.000 VAC 29 GE / 121AV69AIA BUS 14-1-A/B U/V 05/ F 83.0M VAC 39 13 30 1 GE 1 121AV69AIA BUS 14* *A/B U /98 AL 83.00() VAC 31 1 GE / 121AV69AIA BUS -A/ U/V 04/14/ 97 AF 87,000 VAC 420 14 32 GE / 121AV69AIA BUS 4* *A/B U/V 04114/97 82,800 YAC 33 GE / 121AV69AIA I BUS 4* 02119/96 AF 1 85.100 VAC 649 1 21 34 GE / 121AV69AlA I BUS14-1-A/8 UIV 4 6 AL 87.W0 VAC I 35 GE / 121AV69AlA I BUS 4- *AIB U/V 1 05/11/94 AF 84,710VAC 37 GE / 121AV69AlA I BUS 4- -B /C /V 04 6/99 AF 83.600 VAC 38 GE / 121AV69 lA I BUSC U/V 04/16/99 83,600 V 39 G/ 121AV69AIA BUS 14-1-B/C UN 8 A 83,5GO VA 6 40 GE / 1 IAV69AIA BUS 14-2-8/C UN 11/33/98 AL 83.500 VAC GE / 121AV69AIA BUS 4- - / N 051 2/98 1 AF S4.100 VAQ 1 393 13

-Al- 05112/98 A 83,900 VAC 42 GE 1121AV69AIA 13US 14* - /C U/V GE / 121AV69AIA BUS /C LIN 04 4/97 1 AF 87.000VAC 420 14 43 44 GE / 121AV69AlA I BUS 14-1-B/C UIV 04/14/97 Al,600 VAC 45 GE / 121AV69A A *8/C UN _92 /19/96 83,000 YAC Statistical Outlier per T-Test 649 21 46 GE / 121AV69AlA I BUS4- CU 02/19/96 87 00 A 4 G/ 121AV69AIA BUS 14-1-B/C U/V 05111/24 AF 83.810 VAC BUS 3- V 02120/99 AF 85 VAC

_A2_ GE / 121AV69AIA 50 GE / 1 IAV6 AIA BUS U 02/20/99 AL 8 VAC GE / 121AV69A A BUS 23-1-A/8 ULY 04129198 AF 84 400 VAQ 415 14 52 GE / 121AV69AIA BUS 23-1-A/B ULY 1 04/29/98 84 400 VAC 53 G/ 121AV69AIA I BUS 23.1.A/BU 3 F 85,000 VA C 3 LIU GE / 121AV69AIA I BUS23-1-AtoUlY03110/97 8 000 I VAC Page C-1

QDC-67004-0848 Rev 0.)ds Attachment C AF-AL Data DATA CAL DATE ANAL CAL OUTLIERS COMMENTS CAL INTERVAL POINT ID Make/Model Number Tag Number mmlddlyy Status t Units Days I,antfis 55 1 GE / 121AV69AlA BUS /UV 03 F 86.300 VAC 121AV59AIA BUS 73-1 -AIR LIN 03129/9 Al As --inn VAC 57 GE / 121AV69AIA BUS 23-1-5/C UN 02/20/99 Af 84 00 VAC 297 10 8 GE / 121AV69A]A BUS 3* *B/C U/V 02/20/99 A _§A No VAC 59 GE / 121AV69AlA / UV 04/29/98 AF 85.00Q AC 415 14 60 GE / 121AV69AIA BUS 3- -B/C UfV 04129198AL VAC 61 GE / 121AV69AIA BUS -B/C LIN 03/10/97 84.300 VAC 712 23

_§Z_ GE / 121AV69A]A BQS 3- 03/10/97 AL 84 300 VAC 63 GE / 121AV69AIA 3- - 03/ /95 AF 84,900 VA r-65 GE / l21AV613AlA BUS *A B V/V 02/25/99 AF 85.800VAC 6f14 22 66 G / 21AV69AIA / 02/25/99 AL 85-ipo vAc 6 GE / 12[AV69AIA S 4* LI 05/02/97 F 85,100, VAC 6 5 68 GE / 121AV69AIA US 4* B 05/02/97 8 A fi GE / 121AV69AIA 03/18/25 C 719 24 GE / 121AV69AlA BUS 4 / U03/18/95 0 C 1

GE / 121AV69AIA US 4* *A/B U/V 03/29/93 83.800 VAQ 1

GE / 121AV69A]A US / U 02/25/99 AF 86.200 VAC 658 22 74 GE / 121AV69AIA US 4* - U A VA Q 5 G/ IAV69A3A US UV 04/28/97 AF 85 700 A GE / 121AV69AlA U 24-1-8/C / 04 / 85.700 V 7 GE / 121AV69AIA 4- - 03/18/95 AF 83.600 VAC 719 24_

GE / 121AV69AIA US 4* *B /C U 03/19/95 0 VAC GE / 121AV69AIA 8 VAC Page G2

QDC-6700-1-0848 Rev O-)ds Attachment C AF-AL Date DRIFT CAL DATE CAL CALINTERVAL POINT 10 Tag Number m+-'d,4[ry 1 Days Months BUS 3- -A/ U/V 4/ 56 5 3 US *A 4/98 0.500 8 6 U 13-1-A/13 4/30198 0.5m 381 12 U 4/14/97 -0,300 382 1.3 kt US 3- -A/ U 8/ 3 4 3 US CU 4119199 50 6 15 BUS /C UN / 4/9 00 98 17 US 3- /C UN 4/30!98 00 381 12 9 US 3- - U 4 49 00 3 US 3* / 96 0 730 US 14-1.A/13 UN 4/16/99 -0,100 154 5 27 US 4* *A/ / /98 0 85 6 U5 4* *A/B UN 5/12/98 1 O.2N 393 13 3 U 4- -A 4/14/97 0,000 420 14 33 BU 4-1.A/BUN 649 21 K

45 US 4* - /C U/V BUS 4* -B/C U US us u

  • B U/V U/

4/ /99

/ 3/98 5/12/98 4/ a 7 0 d0

  • 0 400 0 500 0 40 4

85 5

6 3

US /99 0700 297 10 4129/98 --0-600 415 14 U 300 5 US 23-1--13/C /99 0 5 /C 4 61 U 3- 97 *0 3 65 US -A/ U/V 2125/99 0,700 664 67 US 4- - 5/2/97 *0 6 25 BUS 4* - U18/95 00 719 24 3 US 4 / 5 9 68 R

7 S 4 C UlY 8

3119125 5

Page C-3

ODG8700-1-MB Rev O.As Attachment D Outliers Extreme Cal Interval IDtt Tag Number Drift (volts)

(Days) Deviate Deviate (77 1 BUS 13.1-A/B UN -0.060 156 0,001 3 BUS 13.1-A/B UN 0.500 198 0.600 Raw Drift Data Statistics Sss^^ary 5 BUS 13-1-A/BUN 0,500 381 0,800 (Initial Data Set) 7 BUS 13.1 *A/B UN -0.300 382 0.341 Mean -0.061 9 BUS 13-1-AIB UN 0.320 730 0.543 Median 0.020 13 BUS 13-1-WC UN -0.350 156 0.413 Std. Dev. 0.701 15 BUS 13-1-BIC UN 0.000 198 0.08$ Sample Stze 32 17 BUS 131-31C UN 0.200 381 0.372 Maximum 0.700 19 BUS 13.14610 UN 0.200 382 0.372 Minimum -3.030 21 BUS 13-1-BIC UN 0,240 730 0.429 Range 3.730 25 BUS 14-1-M UN -0.100 154 0.056 sum -1.940 27 BUS 14-1-AIB UN 0.000 185 0.086 Kurtosis 9.942 29 BUS 14-1 WS UN 0.200 393 0.372 Skewness .2.629 31 BUS 14.1-A/8 UN 0.000 420 0.068 33 BUS 14-1 -Ala UN 0.040 649 0.144 Critical T Value (Upper 2.5% Slgrif.) 2.91 37 BUS 14-1-810 UN 0.100 154 0.229 39 BUS 14-14810 UN -0.d00 185 0.464 Equabori for Each SMentized Deviate: T= iDri t-MaanyStd. Dev.

41 BUS 14-1-B/C UN 0.500 393 0.800 (Per Reference 2.3.1.1 of Apperdbr J of Reference 5.1.2) 43 BUS 14-1-WC UN 0.000 420 0.086 Outliers will be Denoted as such in 'Final Dzta See column.

4S BUS 14-14EVC UN .3.031) 849 4.235 Q %afFer Defected - ID A 45 49 BUS 23-1-A/B UN 0.700 297 1.085 St BUS 23.1-A/B UN -0.600 415 0.769 Drift Data Statistics Summary 53 BUS 23.1-A/8 UN -1.300 712 1.768 (Final Data Set) 57 BUS 23-14VC UN 0.100 297 0.229 Mean 0.035 59 BUS 23.148/C UN 0.7D0 415 1.085 Median 0.040 81 BUS 23.1-8/C UN -0.600 712 0.769 Std. DeV. 0.452 65 BUS 24-1-AB UN 0.700 664 1.085 sample Size 3t 87 BUS 24.1-A/B UN -0.400 776 0.484 Maximum 0.700 09 BUS 24.1-AIB UN -0.500 1 719 0.827 Mlntmurn -1.300 73 BUS 24-1-BIC UN 0.501) 668 0.600 Range 2.000 75 BUS 24-143C UN 0.400 172 0.657 Sum 1.090 77 BUS 24.1-8/C UN -0.200 719 0.199 Kurtosts 1.047 Skewness -0.748 Page D-1

QDC-67064-0848 Rev O-xIs Attachment E T-Values

--r"T-.a ..

U#VeF!5QA Stgfd(R*JW vppe I94 Lay It 10 2.18 2.29 2.41 20 2.56 2.71 2.98 30 2.75 2.91 3.10 40 2.87 3.04 3.24 50 2.96 3.13 3.34 75 3.10 3.28 3.50 100 3.21 3.38 3.60 125 3.28 3.46 3.68 150 3.33 3.51 3.73 151 4.00 4.00 4.00 Information was taken from Section 7.2 of Reference 5.1.3, and Section 2.3.1.1 of Appendix J of Reference 5.1.2.

Note: Since the program chooses the next lower value to provide the critical value of T, and since both references require the use of 4 sigma for sample sizes greater than 150, the value of 151 was entered into the fast sample size cell for use with large samples of data.

Page E-1

QDC-6700-1-0848 Rev Oids Attachment F Chi-Square CHI-SQUARE TEST Normal Bin Maximum Distribution Cumulative Expected Observed 2 Bin Descriptions Values Frequency Frequency (01- Ei)

(volts) P robability Probability (ED (00 E,

(Pnorm)

Up to - 2.5 Standard Deviations from Mean *1.096 0.0062 0.0062 0.192 1 3.395

-2.5 to -2.0 Standard Deviations from Mean .0.870 0.0166 0.0228 0.513 0 0.513

-2.0 to -1.5 Standard Deviations from Mean *0.643 0.0441 0.0668 1.366 0 1.366

  • 1.5 to *1.0 Standard Deviations from Mean *0.417 0.0919 0.1587 2.847 3 0.008
  • 1.0 to *0.5 Standard Deviations from Mean -0.191 0.1499 0.3086 4.647 5 0.027

-0.5 Standard Deviations from Mean to Mean 0.035 0.1915 0.5000 5.935 6 0.001 Mean to +0.5 Standard Deviations from Mean 0 .261 0.1915 0 .6915 5.935 7 0.191

+0.5 to +1.0 Standard Deviations from Mean 0.488 0.1499 0.8414 4.647 2 3.508

+1.0 to +1.5 Standard Deviations from Mean 0.714 0.0919 0.9332 2.847 7 6.056

+1.5 to+2.0 Standard Deviations from Mean 0.940 0.0441 0.9773 1.366 0 1.366

+2.0 to +2.5 Standard Deviations from Mean 1.166 0.0166 0.9938 0.513 0 0.513 More than Mean + 2.5 Standard Deviations More 0.0062 1.0000 0.192 0 0.192 31.000 31 15.135 Number of Bins 12 No. of Computed Values (Mean, St. Dev., Count) 3 Degrees of Freedom 9

  1. Points N 31

~~J: - l

  • JJl tl u * ! *.*** * .J * (t .:i al a % =.L*.l
1. Data is divided between 12 bins, based on the mean and standard deviation values.

(See Attachment I.)

2. Probabilities are listed for each bin, based on Normal Distribution. Cumulative Probabilities are listed to verify that a total of 1.000 Is obtained from the total probabilities from the segments (These two columns were derived from Table B*2 of Reference 5.1.3.)
3. The Expected Frequency (Fa) is determined by multiplying the Normal Probabilities, Pnorm, by the Number of Drift Data Points (N), or -count, which comes from Attachment D
4. The observed frequency is the number of actual drift data points which fie within the bins as defined above. This can be easily observed from the data within Attachment 1.

5_ The Chi - Square Statistic is computed by summing the terms on the right of the table:

Per Section C.1.1 of Reference 5.1.3, X2 = Sum[(Oi-Ei)2/Ei]

6.

Conclusion:

Since the result of the Chi-Square computation ,15.135, Is greater than the degrees of freedom, 9, per Section C.1.3 of Reference 5.1.3. the Chi-Square cannot confirm the assumption of normality for this data set. See Attachment I.

Page F-1

ODC-67OG4-0848 Rev O.As Attachment G W Test Values "i' an*I+1* a,

--1300 t 0.4220 1 0.5440 S=ifrc W Nacn_a_alrfv__Test Metl2dWOeV ftM ftnfarerxe 5.1.8 and Section C.2 of Reference 5.1.3.

-0.600 2 0.2921 0.3797

-0.600 3 0.2475 0.3217 Steps to Perfam:

-0.500 4 0.2145 0.2145 1. Paste all final drift data (From Attachment D) into column 1.

-0.400 5 0.1874 0.1687 2. Sort in ascending order.

-0.400 6 01641 0.1477 3. Calculate S2 taking the variance of the drift data adjusted by (Count-1)

-0.330 7 0.1433 0.121e

-0.300 a 0.1243 0.0870 S2 = (n*1)(Variance (Drift))

-0,200 9 0.1066 0.0554

-0.100 10 0.0899 0.0306 where: n = Count

-0.060 11 0.0739 1 0.0192 Variance (Drift) = Std. Dev. (Drift) Squared from Attachment D 0.000 12 0.0585 0.0117 4. Calculate the Quantity b:

0.000 13 0.0435 0.0087 0.000 14 0.0289 0.0029 b = Sumj(aA.ixx.4._ - x+)]

0.000 15 0.0144 0.0014 0.040 where: i = 1 to k 0.100 k = (n-1)/2 when 'n' is odd; k = n/2 when W is even 0.100 x, = Drift value at point number i 0.200 a,., values are taken from Rcference 5.1.8.

0.200 b= 24151 5. Calculate V.

0.200 6. Compute the W Statistic and compare to the critical value at the 5% conf Bence 0.240

  • From Reterence 5.1.8 level. The table of critical values is given as Table C-6 on page C-15 of Reference 5.1.3.

0.320 W= b2/S2 0.400 0.500 0.500 Computed Values_ Results:

0.500 SZ = 6.1394 Since the W sbdstk, 0.9S00, Is greater than 0.500 b= 2.4151 the crftical value for W, 0.9290, this test 0.700 b2 = 5.8326 confirms that the dffft is a sample from a 0,700 Count (n): 31 normal dlstrfbutlam

/S2 0 700 W = b2 = 0.9500 W Critical = 0.9290 596 Significance From Table C-6 of Reference 5.1.3.

Page G-1

C)OC-6700-t-0846 Rev OAS Attachment H INICrMa{ ;. P'vi ID Tag Drift Number e d Number Value of Days Percentile Y 1 BUS 13-1-AIS UN -0.060 156 1.612903228 -1.300 3 BUS 13-1-A;B UN 0.500 196 4.8:18'709677 -0.600 5 BUS 13-14VB UN 0.500 381 8.064516129 -0.600 7 BUS 13-14VB UN -0.300 382 11.29032258 -0.500 Normal Probability Plot 9 BUS 13-14VB UN 0.320 730 14.51612903 -0.400 13 BUS 13-1-810 UN -0.350 156 17.74193548 -0.400 1.0 15 BUS 13-143tC UN 0.000 198 20.96774194 -0.350 17 BUS 13-14YC UN 0.200 381 24.19354839 -0.300

  • 1*

19 BUS 13-1-BIC UN 0.200 382 27.41935484 -0.200 21 BUS 13-1.8/C UN 0.240 730 30.64516129 -0.100

  • 25 BUS 14-14VB UN -0.100 154 33.87096774 -0.060 27 BUS 14-1-XB UN 0.000 185 37.09677419 0.000 0.0 0*06 29 BUS 14-1-M UN 0.200 393 40.32258065 0.000 31 At 14-1-,AIB UN 0.000 420 43.5483871 0.000 ID 33 BUS 14-1-NB UN 0.040 649 46.77419355 0.000 37 BUS 14-1-810 UN 0.100 154 50 0.040 39 BUS 14-14UC UN -0.400 185 53.22580645 0.100 41 BUS 14-1-M UN 0.500 393 56.4516129 0.100 -1 A 43 BUS 14-1-M UN 0.000 420 59.67741935 0.200 49 BUS 23-1-M UN 0.700 297 62.90322581 0.200 51 BUS 23-IWB UN -0.600 415 65.129013226 0.200 53 BUS 23-1-M UN -1.300 712 69.35483871 0.240 57 BUS 23-1-WC UN 0.100 297 72.58064516 0.320 a 20 40 60 so 1D 120 59 BUS 23-1-M UN 0.700 415 75.80645161 0.400 Sample Percentile 61 BUS 23-1-31C UN -0.600 712 79.03225806 0.500 65 BUS 24-1-M UN 0.700 664 82.25806452 0.500 67 BUS 241-Al8 UN -0.400 776 85.48387097 0.500 69 BUS 241-M UN -0.500 719 88.70967742 0.500 73 BUS 24-1-81C UN 0.500 668 91.93548387 0.700 75 BUS 24-1-&C UN 0.400 772 95.16129032 0.700 77 BUS 2414M UN -0.200 719 98.38709677 0.700 Page 1+1

ODC-6700-1-0848 Rev 0.xls Attachment I Histogram Bin Observed Expected +/- Sigma Observed Drift Percentages Bin Descriptions Maximums' Frequency Frequency Bounds Values UP to - 2.5 Standard Deviations from Mean -1.096 1 0.1922 2.5 30 96.774

-2.5 to -2.0 Standard Deviations from Mean -0.870 0 0.51305 2 30 96.774

-2.0 to -1.5 Standard Deviations from Mean -0.643 0 1.36555 1.5 30 96.774

-1.5 to -1.0 Standard Deviations from Mean -0.417 3 2.84735 1 20 64.516

-1.0 to *0.5 Standard Deviations from Mean *0.191 5 4.6469 0.5 13 41935

-0.5 Standard Deviations from Mean to Mean 0.035 6 5.93495 Mean to +0.5 Standard Deviations from Mean 0.261 7 5.93495

+0.5 to +1.0 Standard Deviations from Mean 0 488 2 4.6469 From

+1.0 to +1.5 Standard Deviations from Mean 0.714 7 2.84735 Attachment D

+1.5 to +2.0 Standard Deviations from Mean 0.940 0 1.36555 Mean 0,035

+2.0 to +2.5 Standard Deviations from Mean 1.166 0 0.51305 Std. Dev. 0.452 More than Mean + 2.5 Standard Deviations More 0 0.1922 Sample Size 31 rotais 31 31 Methodology for Histogram taken from Section C.5 of Reference 5.1.3 for Coverage nahmis

1. Order the drift data from Attachment D In ascending order in the first column.
2. Obtain mean, standard deviation, and sample size from Attachment D.
3. Establishing bins In 1/2 sigma increments from the mean to 2.5 sigma in both directions, derive the upper bin limits, in units of drift, based on the values of the mean and standard deviation.
4. Obtain expected frequency for a normal distribution in each bin from Attachment F.
5. Manually compute the number of observed drift data points within each bin, and list under observed frequency.
6. Plot the Expected Frequency and the Observed Frequency Data on the Histogram to compare.
7. Compute the total number of observed drift values within +/-0.5, 1.0, 1.5, 2.0, and 2.5 sigma bounds, based on the observed frequencies recorded earlier.
a. Compute the percentages of the observed drift values within the bounds idenfied, as compared to the total sample size.
9. if necessary and appropriate. adjust the standard deviation to provide the appropriate coverage.

Results: The data displays a moderate kurtosis, and appears to be near normal. The initial analysis showed that the observed data population within the +/- 2 sigma value contained the required population for a normal distribution. This analysis provides additional visual evidence of the normality of the data set which is confirmed in the W-Test (Attachment O) of this calculation.

Page 1-1

QDC-6700-1-0848 Rev Oids Attachment I Hislograrn Histogram of Drift GE MGdel 121AV69AIA Vottage Retays 8

7

~ ~/ ~~

5--

CL 4

C Frequency 3

0 Expected FM.T.Jency 2

0

.1.096 -0.870 -0.543 -0.417 -0.191 0.035 0.281 OASS 0.714 0.940 1.166 more Ring Page 1-2

QQG6700-1-0848 Rev OAS Attachment J Scatter Pbt ID Tag Drltt Cal lot

  1. Number Cal Polat Days 1 BUS 13.1-AB UN -0.060 156 3 BUS 131-AIB UN 0.500 198 5 BUS 131-AB UN 0.500 381 7 BUS 131-AI3 UN -0.300 382 9 BUS 131-A/B UN 0.320 730 13 BUS 13-1-BIC UN -0.350 158 Scatter Plot - GE Model 121AV69A1A 15 BUS 13-1431C UN 0.000 198 17 BUS 13.1-BIC UN 0.200 381 Voltage Relays 19 BUS 13.1-M UN 0.200 382 21 BUS 13-1-BIC UN 0.240 730 1.0 25 BUS 14-1-AB UN -0.100 154 27 BUS 14.1-A/B UN 0.000 185 s *
  • 29 BUS 14-1-AIS UN 0.200 393 0.5
  • 31 BUS 141-A/B UN 0.000 420

<<  ! DrM 33 BUS 14-1-AIB UN 0.040 649 37 BUS 14-1-M UN 0.100

-0.400 154 0 0.0 -Einar 39 BUS 14-1-BiC UN 185 *

~s 41 BUS 14-1-WC UN 0.500 393 ** *

  • 43 BUS 14-1$0 UN 0.000 420 L

-0.5 49 BUS 23-1-AIB UN 0.700 297 51 BUS 23-1-AIS UN -0.800 415 53 BUS 23.1.A/B UN -1.300 712 -1.0 57 BUS 23-1-SC UN 0.100 297 59 BUS 231-BIC UN 0.700 415 y = -0.0002x + 0.1459

  • 61 BUS 23-148/C UN 43.600 0.700 712 664 15 65 BUS 24-1-AIB UN 07 69 BUS 24-1-AB UN BUS 24-1-AB UN

-0.400

-0.500 776 719 0 200 400 600 800 1000 73 BUS 24-1-BIC UN 0.500 688 75 BUS 241-BIC UN 0.400 772 Time (Days) 77 BUS 24-1.310 UN -0.200 718 Nate: Equation on Scatter Plot is computer generated, based on ttm assodated trend Nne.

Page J-1

QOG6700-1-0848 Rev O.As Attachment K Blnning AnzWs Drift r.Value Inteml: EMISSIONS '

r .. .. r. .. , r. .. ,.

MM- *.,_ ~

Igo I Ali

.111 ~~~~~o~~~~~~~~~~~ ...

  • Page K-1

ODC-6700.1-0848 Rev o.)ds Attachment K Binning Analysis Bin Statistics Bin I Bin 2 Bin 3 Bin 4 Bin 5 Bin 6 Bin 7 Bin 8 Count 0 0 8 12 1 10 0 0 Standard Dev. 0.279 0.388 0.623 Mean *0.039 0.183 0.040 *0.084 Mean Interval 173.3 381.3 649.0 720.2 Bin Definition and Selection Bin Hi Limit Bin Population Bins Bins (Days) Count Percentage Included 1 45 0 0.

2 135 0 0.

3 225 8 25.8 3 4 445 12 38.7 4 5 650 1 3.2 6 800 10 32.3 6 7 999 0 1 0.

8 Over 0 0.

Total Count: 31 100%

Bin and Time Limits to be Used for Reeress on Analysis Limits for Bin Valid Interval Regression Number (Days)

Low 3 136 High 6 800 Page K-2

ODC-6700-1-MB Rev O.xts Attachment K Binning Anatysis Graph Summary Binning Analysis Bin Time Std Dev Mean 3 173.3 0.279 -0.039 0.7-4 381.3 0.388 0.183 6 7202 0.6 0.623 -0,084

-- 0.5 0.4 0 0,3 T Std. Dev.

0.2 - Mean

  • c 0.1 0.0

-0.1

-0.2 0.0 200.0 400.0 600.0 800.0 Time (Days)

Page K-3

QDC-6700-WM Rev OAS Attachment L Regression - Drift Regression Analysis - Drift RESIDUAL OUTPUT Drift Time Obseavadon Predicted Y Res/duals

-0.060 156 1 0.107131221 -0.167131221 SUVA"Y OUTPUT 0.500 198 2 0.096692895 0.403307105 0,500 381 3 0.051211619 0.448788381 Regm,vbn SEat1stic3

-0.300 382 4 0.050963087 -0.350963087 KWrdpte R 0.121735a37 0.320 730 5 -0.035525896 0.355525896 R Square 0.014819614

-0.350 156 6 0.107131221 -0.457131221 ACJ tsted R Sq=M -0.019152123 0.000 1s8 7 0.0966x2895 -0.096692895 Standard Erat 0.45E5894 0.200 381 8 0.051211619 0.148788381 Obsetvathns - -- 31 0.200 1 382 9 0.050963087 0.149036913 0.240 730 10 -0.033525896 0.275525846 ANOVA

-0.100 154 11 0.107628284 -0.207628284 dt SS Ms F Sign!lJcance F 0.009 185 12 0.049'923805 -0.099923805 Regression 1 0.040983156 0.09098316 0.43623362 0.51415W2 0.200 393 13 0.04822924 0.15177076 Residual 29 6.048391038 0-20956521 0.000 420 14 0.041518888 -0.041518888 Total 30 6.139374194 0.040 649 15 -0.01539484 0.05539484 0.100 154 16 0.107628284 -0.00762x284 Coegkfeats Stw-dm d Error t CM

- P -IMhie Lower 95% upper 9-9% La+ar 95.0% upps 95.0%

-0.400 185 17 0.099923805 -0.499923805 Intareepl 0.14 144 0.166655M 0,78166597 0.44074633 -0.21WIIt5 0.527655434 -0.235831145 0.527655434 0.500 393 18 0.04822924 0.45177076 XVartabie 1 -0.000248532 0.000376289 -0.6047984 0.51415857 -0.001D1813 0-=-:5210G7 -0.00101813 0.0%621C-7 0.000 420 19 0.041518888 -0.041518888 0.700 297 20 0.07208827 0.52791173

-0.600 415 21 0.042761546 -0.642761546 Instructions:

-1.300 712 22 -0.031052328 -1.268947672 1. Pasle Data into fist 2 colL mms from regression bin on the bimring anatysfs.

0.100 297 23 0.07208827 0.02791173 2. Sort the first two ='urtns to e.Hminate blanks.

0.700 415 24 0.042761546 0.557238454 3. Run regression analysis wIh output to right Hand side of page pnrtouts.

-0.600 712 25 -0.031052328 -0.568947672 4. Reduce all output to 9 point font.

0.700 664 26 -0.019122813 0.719122813 5. Copy Residual Output next to input data.

-0.400 776 27 -0.046958348 -0.353041652 6. Copy Plot onto second page and Data Summary 1 ANOVA onto p3ge 1 of pnrtout

-0.500 719 28 -0.032792049 -0.467207951 7. Adjust Plat parameters and Idles.

0.500 668 29 -0.02011694 0.52011694 0.400 772 30 -0.045964222 0.4459&4222

-0.200 719 31 -0.032792049 -0.167207951 Page L-1

QDC.-670044)M Rev O.As Attachment L Regression _ OrM Drift Regression Line Fit Plot

,.o 00,0%

U) 0.5 Alma 0.01

>° Drift

-0.5 ---- Predicted D rift L

Q -1.0 200 300 400 500 600 700 800 Time (Days)

Rago L-2

QDC-6700-1-0848 Rev OAs Afiachm2nl Pt Regras>icn - AV at Daft Regression Analysis - AV of Drif#

RESIDUAL OUTPUT Drift Time AV Drift observation Predicted Y Residuals

-0.060 156 0.060 1 0.205046248 -0.145046248

SUMMARY

OUTPUT 0.500 198 0S00 2 0.225414945 0.274585055 0.500 381 0.500 3 0.314164263 0.185&38737 f~epretsion S CsG~s

-0.300 382 0.300 4 0.314649232 -0.014649232 Hh tpie R 0.373335444 0.320 730 0.320 S 0.483416428 -0.163418428 R Square 0.139829%

-0.350 156 0,350 5 0.205046248 0.144953752 A*a1rd R Sg13,18 0.110168924 0.000 198 0.000 7 0225414945 -0.225414945 Stand" Error 0.271085274 0.200 381 0.200 a 0.314164263 -0.114164253 Oise cons 31 0.200 382 0.200 9 0.314649232 -0.114649232 0.240 730 0.240 10 0.483418428 -0.243418428 ANOVA 0.100 154 0.100 11 0204076311 -0.104076311 dl SS Ms F SJgn!1canca F 0.000 185 0.000 12 0.2t9110348 -0.219110348 Regression 1 0.346438198 0.346438198 4.714264211 0.038737581 0.200 393 0.200 13 0.31998349 -0.11998389 Restduaf 29 2.131129544 0.073487226 0.000 420 0.000 14 D.33307B052 -0.333078052 Total - 30 2.477567742 0.040 649 0.040 15 0.444135943 -0.404135943 D.100 154 0.100 16 0.201076311 -0.104076311 CoaQfdenb Sbuxbrd Error tStet P-vahm Lo%efM Lrpper95% Lowerg5.0% UpperzL5-0%

-0.400 185 0.400 17 0219110348 0.180889652 b ft cept 0.129391092 0.110796353 1.167828072 0.252388183 -0.097213018 0.355995201 -0.097213018 0.355945201 0.500 393 0.500 18 0.31994.'689 0.18001611 X Variable 1 0.000484969 D.000223361 2.171235641 0.038237581 2.81446E-05 0.000941793 2.81446E-05 0.000941793 0.000 420 0.000 19 0.333078052 -0.333078052 0.700 297 0.700 20 0273426871 0.426573129

-a.6D0 415 0.600 2t 0.330653207 0.259346793 Instructions

-1300 712 1.300 22 0.474688987 0.1325311013 1. First 2 cokunns take absolute value 0f data from drift regression sheet 0.100 297 0.100 23 0273426871 -0.173426871 2. Run regression analysis with output to right hand side of page printouts 0.700 415 0.700 24 0.330653207 0,369346753 3. Reduce all output to 9 point tout

-0.600 712 0.600 25 0,474888987 0.125311013 4. Copy Residual Output nmd to input data.

0.700 664 0.700 26 0.451410477 0248589523 5. Copy Plot onto second page and Data Susrimary J ANOVA onto page 1 of printout

-0.400 776 0.400 27 0.505727 -0.105727 6. Adjust Plot parameters and tit's.

-0.500 719 0.500 28 0.478383769 0.021916231 0.500 668 0.500 29 0.453350353 0.046549647 L 0.400 0200 772 719 0.400 0200 30 31 D.503787124 0.478083769

-0.103787124

-0.276083769 Page M-1

COC-6700-1-OB48 Rev Oids Attachment M Reersssion - AV of OM AV of Drift Regression Line Fit Plot 1.4 1.2 -

6 1.0 v- 0.8 AV of Drift 0.6 ~-- Predicted AV of Drift 0 0.4 Q 0.2 0.0

  • 200 300 400 500 600 700 800 Time (Days)

Page M-2

QDC-6700-140848 Rev OA5 Attachment N Regression - Bin Std. Dev.

Regression Analysis - Bin Standard Deviation RESIDUAL OUTPUT

SUMMARY

OUTPUT Std, Dev. Ttme Obsrrvatton Predicted Y Residents Ropresslon Statistics 0.279 173.3 1 0.270065059 0.008730171 MuM,fple R 0.997539044 0 388 381.3 2 0.402170957 -0.01409099 R Square 0.995084145 0 623 720.2 1 3 0.617307275 0.00536082 Adjusted R Squara 0.990168289 Standard Error 0.017421547 Observations 3 ANOVA df SS MS F Stgnlftcanx F Regnessbn 1 0.061437583 0.061437593 2024233999 0.044672076 Residual 1 0.00030351 0.00030351 Total 2 0.0517410$4 eoelfc* rh Standard Emir t Stilt P-saF.re Loymr 95% Uppes 95X Laser 93.0% Upper 95.0X Intercept 0.160073623 0.021464006 7.457T7&603 0.084857028 -0.112651058 0.432718703 -0.112531058 0.432795703 X Variable 1 0.0001 M7 4.46226E-05 14.22755776 0.044672078 6.78831 E-05 0.001201651 3. %:.91 E-05 0.001201651 Extrapolated Standard Deviation (Random Drfft) Determination Prediction 1-lne Extrapolated Standard Deviation to_975 Days (From ANOVA Table Above) coefTActents Drift Interval (t): sis Days Intercept (b) 0.160073823 Random Drift n mt+ b X Variable 1 (Slope . m) 0.00063487 Extrapolated Sfd. Dev.: 0.741 volts Page N-1

QDC-67004-0848 Rev O-As Attachment N Reg ion - Bin 5:d. Dev.

Bin Std. Dev. Regression Line Fit Plot 0.7 0.6 ti ~`,~*^~",k`DvYAS~2;sv ..: <' , , os 'z' ~}~p~~

a ,.

y<~;, ~~~~ >~~~,¢` i y'~r'""~;

y. a, 'nv?*~y~h ~a4C((:i +{3Y l~.L~ <~w ... NSyrfs~"... mp 0.5 F:
  • Std. Dev.

0.4 a

0.3 h *J 9~aH~~C~}

  • Predicted Std.I

'~Z'~ ,Z,.*

~'~' , 2 2}* :...,, ..

a'~SR~cFc~> y ?

0.2

. MC' M Dev.

0.1 *  ;. a as as a . {~

0.0 r~ 200 400 600 800 Page N-2 i

t

ATTACHMENT 3 EC 394927, Attachment 13, "Drift Verification for QDC-6700-1-0848 Bus 13(23)-1-A/B U/V, Bus 13(23)-1-B/C U/V, Bus 14(24)-1-A/B U/V, Bus 14(24)-1-B/C U/V"

EC 394927 Attachment "13" Drift Verification for QDC-6700-1-0848 Bus 13(23)-1-A/B UN, Bus 13(23)-1-B/C UN, Bus 14(24)-1-A/B UN, Bus 14(24)-1-B/C UN 1.2 0.7 Q

0 0.2 -- - -- e m 0o Cl M x On x E 0 m L -0.3 N

c AML 650 700 750 x

w e 850 06141 0 0

-1.3 '

Calibration Interval in Days

~Upper Drift Limit (VAC) Lower Drift Limit (VAC) a Bus 13-1-A/B UN Bus 13-1-B/C UN Bus 14-1-A/B UN 0 Bus 14-1-B/C UN o Bus 23-1-A/B UN x Bus 23-1-B/C UN Note: Limits are +/- 1.889 volts. These limits are not x Bus 24-1-A/B UN 0 Bus 24-1 -B/C UN shown on the chart due to the size of the chart scale.

Page 1 of 10

EC 394927 Attachment '13' Summary Dula Total Total Percent Total Number of Outside Points This Percent Outsido Evaluation Data Number of Data Points Limits this Cycle Outside Limits This Data Points Outsido Cycle Limits Cycle Limits Initial 8 B 0 0 0.001/6 0.0000 4/1/2006 12 4 0 0 0.00% 0.00%

5/1/2007 16 4 0 _ 0 0.00% 0.00%

11/2312011 32 16 0 0 0.00% 0.00%

9/1/2013 4C~ 8 0 0 0.00°'0 0.00%

Positive Positive Negative Negative Random Random Bias Bias Bias Bias Upper Drift Lower Drift Uncertainty Uncertainty Uncertainty Uncertainty Uncertainty Uncertainty Calibration Limit (VAC) Limit (VAC)

Intercept Slope Intercept Slope intercept Slope Interval 1.889 0 0 0 0 0 600 1.889 -1889 661 1.889 -1889 Instrument Upper Drift Lower Drift Span VAC Calibration Values Limit (VAC) Limit (VAC)

Interval 662 1.889 -1089 Bui 13.1-as UN 5 725 1.889 -1.889 725 1.889 -1.889 Du. 13-1-M UN 5 734 1.889 -1.889 734 1.889 -1.889 Bur 14.1-AM UN 5 743 1.889 -1.889 743 1.889 -1.889 Duo 14-1-8/C UN 5 753 1.889 -1.889 753 1.889 -1.889 Bur 23-1-AID UN 5 762 1.889 -1.889 762 1.889 -1.889 Bus 23.1-arc UN 5 771 1,869 -1.889 771 1.889 -1.889 Bus 24.1-AI3 UN 5 780 1.889 -1.889 780 1.889 -1.889 Bus 24-1-BM UN 5 709 1.889 -1.889 789 1.869 -1.889 799 1.88_9 -1.889 799 1.889 -1.889 808 1.889 -1.889 BOB 1.889 -1.889 817 1.889 -1.889 817 1.889 -1.889 826 1.889 -1.889 826 1.889 -1.889 836 1.889 -1.889 836 1.889 -1.889 845 1.889 -1.889 845 1.889 -1.089 854 1.889 -1.889 854 1.889 -1.889 863 1.889 -1.889 863 1.689 -1.869 872 1.889 -1.869 872 1.889 -1.889 B82 1.889 -1.689 882 1.889 -1.889 891 1.889 -1.889 8911 1.889 -1.889 900j 1.889 -1.889 9001 1.889 -1.889 Out of Bus 13-1-A/B UN Bus 13-1-8/C UN Bus 14-1-A/B UN Bus 14-1-B/C UN Limits Total Cal Interval Drift VAC Cal interval Drift VAC Cal Interval Drift VAC Cal Interval Drift VAC 877.00 0.06 877.00 0.40 874.00 0.40 874.00 0.03 0 4 770.00 1.15 770.00 -0.24 762.00 -0.24 762.00 0.41 0 4 734.00 -0.42 734.00 -0.03 742.00 -0.77 742.00 -0.87 0 4 745.00 0.25 745.00 -0.15 743.00 -0.01 743.00 -0.11 0 4 661.00 -0.01 661.00 -0.03 662.00 0.10 662.00 -0.20 0 4 Sum 0 20 Out o Bus 23-1-A/B UN Bus 23-1.8/C UN Bus 24-1-A/B UN Bus 24-1-8/C UN Limits Total Cal interval Drift VAC Cal interval Drift VAC Cal Interval Drift VAC Cal Interval Drift VAC 747.00 -0.71 747.00 -0.71 754.00 0.30 754.00 0.10 0 4 753.00 -0.52 753.00 -0.52 749.00 -0.41 749.00 -0.47 0 4 707.00 -0.03 707.00 0.18 711.00 -0.46 711.00 .0.91 0 4 761.00 -0.31 761.00 -0.16 751.00 0.06 751.00 0.15 0 4 721.00 0.01 721.00 -0.12 728.00 -0.46 728.00 -0.44 0 4 Sum 0 20 Page 2 of 10

FC 39492_7 Attachment 13" Calibration Calibration Calibration Instrument EPN As Found As Left Drift Date Procedure Interval 11/11/2002 MA-QC-773-523 Bus 13-1-A-B UV 84.44 84.44 N/A N/A 4/6/2005 MA-QC-773-523 Bus 13-1-A-B UV 84.50 83.70 877 0.06 5/16/2007 MA-QC-773-523 Bus 13-1-A-B UV 84.85 83.71 770 1.15 5/19/2009 MA-QC-773-523 Bus 13-1-A-B UV 83.29 83.65 734 -0.42 6/3/2011 MA-QC-773-523 Bus 13-1-A-B UV 83.9 83.65 745 0.25 3/25/2013 MA-QC-773-523 I Bus 13-1-A-B UV 83.64 83.64 661 Page 3 of 10

EC 394927 Attachment "13" Calibration Calibration Calibration Instrument EPN As Found As Left Drift Date Procedure Interval 11/11/2002 MA-QC-773-523 Bus 13-1-B-C UV 83.70 83.70 N/A N/A 4/6/2005 MA-QC-773-523 Bus 13-1-13-C UV 84.10 84.10 877 0.4 5/16/2007 MA-QC-773-523 Bus 13-1-13-C UV 83.86 83.86 770 -0.24 5/19/2009 MA-QC-773-523 Bus 13-1-B-C UV 83.83 83.71 734 -0.03 6/3/2011 MA-QC-773-523 Bus 13-1-B-C UV 83.56 83.43 745 -0.15 3/25/2013 MA-QC-773-523 Bus 13-1-13-C UV 83.4 83.4 661 -0.03 Page 4 of 10

EC 394927 Attachment "13" Calibration Calibration Calibration Instrument EPN As Found As Left Drift Date Procedure Interval 11/15/2002 MA-QC-773-523 Bus 14-1-A-B UV 82.8 83.8 N/A N/A 4/7/2005 MA-QC-773-523 Bus 14-1-A-B UV 83.83 83.73 874 0.03 5/9/2007 MA-QC-773-523 Bus 14-1-A-B UV 84.14 84 762 0.41 5/20/2009 MA-QC-773-523 Bus 14-1-A-B UV 83.23 83.71 742 -0.77 6/2/2011 MA-QC-773-523 Bus 14-1-A-B UV 83.7 83.5 743 -0.01 3/25/2013 MA-QC-773-523 Bus 14-1-A-B UV 83.6 83.6 662 0.1 Page 5 of 10

EC 394927 Attachment "13" Calibration Calibration Calibration Instrument EPN As Found As Left Drift Date Procedure Interval 11/15/2002 MA-QC-773-523 Bus 14-1-B-C UV 83.7 83.7 N/A N/A 4/7/2005 MA-QC-773-523 Bus 14-1-B-C UV 83.82 83.67 874 0.12 5/9/2007 MA-QC-773-523 Bus 14-1-B-C UV 84 83.57 762 0.33 5/20/2009 MA-QC-773-523 Bus 14-1-B-C UV 82.7 83.31 742 -0.87 6/2/2011 MA-QC-773-523 Bus 14-1-B-C UV 83.2 83.7 743 -0.11 3/25/2013 MA-QC-773-523 Bus 14-1-8-C UV 83.5 83.5 662 -0.2 Page 6 of 10

EC 394927 Attachment "13" Calibration Calibration Calibration Instrument EPN As Found As left Drift Date Procedure Interval 2/21/2002 MA-QC-773-524 Bus 23-1-A-B UV 84.1 84.1 N/A N/A 3/9/2004 MA-QC-773-524 Bus 23-1-A-B UV 83.39 83.92 747 -0.71 4/1/2006 MA-QC-773-524 Bus 23-1-A-B UV 83.4 83.7 753 -0.52 3/8/2008 MA-QC-773-524 Bus 23-1-A-B UV 83.67 83.67 707 -0.03 4/8/2010 MA-QC-773-524 Bus 23-1-A-B UV 83.36 83.65 761 -0.31 3/29/2012 MA-QC-773-524 Bus 23-1-A-B UV 83.66 83.73 721 0.01 Page 7 of 10

EC 394927 Attachment "13" Calibration Calibration Calibration Procedure Instrument EPN As Found As Left Drift Date Interval 2/21/2002 MA-QC-773-524 Bus 23-1-B-C UV 84.3 84.3 N/A N/A 3/9/2004 MA-QC-773-524 Bus 23-1-B-C UV 84.31 84.31 747 0.01 4/1/2006 MA-QC-773-524 Bus 23-1-B-C UV 84.42 83.39 753 0.11 3/8/2008 MA-QC-773-524 Bus 23-1-B-C UV 83.57 83.72 707 0.18 4/8/2010 MA-QC-773-524 Bus 23-1-B-C UV 83.56 83.64 761 -0.16 3/29/2012 MA-QC-773-524 Bus 23-1-B-C UV 83.52 83.67 721 -0.12 Page 8 of 10

EC 394927 Attachment "13" Calibration Calibration Calibration Instrument EPN As Found As Left Drift Date Procedure Interval 2/19/2002 MA-QC-773-524 Bus 24-1-A-B UV 85 84 N/A N/A 3/14/2004 MA-QC-773-524 Bus 24-1-A-B UV 84.3 83.8 754 0.3 4/2/2006 MA-QC-*t73-524_ Bus 24-1-A-B UV 83.39 84.16 749 -0.41 3/13/2008 MA-QC-773-524 Bus 24-1-A-B UV 83.7 83.7 711 -0.46 4/3/2010 MA-QC-773-524 Bus 24-1-A-B UV 83.76 83.76 751 0.06 3/31/2012 MA-QC-773-524 Bus 24-1-A-B UV 83.3 83.7 728 -0.46 Page 9 of 10

EC 394927 Attachment "13" Calibration Calibration Calibration Instrument EPN As Found As Left Drift Date Procedure Interval 2/19/2002 MA-QC-773-524 Bus 24-1-B-C UV 85.8 83.9 N/A N/A 3/14/2004 MA-QC-773-524 Bus 24-1-B-C UV 84 83.9 754 0.1 4/2/2006 MA-QC-773-524 Bus 24-1-B-C UV 83.43 84.21 749 -0.47 3/13/2008 MA-QC-773-524 Bus 24-1-B-C UV 83.3 83.4 711 -0.91 4/3/2010 MA-QC-773-524 Bus 24-1-B-C UV 83.55 83.55 751 0.15 3/31/2012 MA-QC-773-524 Bus 24-1-B-C UV 83.11 83.72 728 -0.44 Page 10 of 10

ATTACHMENT NES-EIC-20.04, Appendix I, "Negligible Uncertainties," Revision 6

Revision 6 NES-EIC-20.04 APPENDIX I NEGLIGIBLE UNCERTAINTIES Latest Revision indicated by a bar in right hand margin Braidwood, Byron, Dresden, itle APPENDIX I LaSalle, and Quad Cities NES-EIC-20.04 Analysis of Instrument Channel Setpoint Error and Instrument Loop Sheet I1 of I6 Nuclear Engineering Standards Accuracy Revision 6

Revision 6 ( NES-EIC-20.04

1.0 INTRODUCTION

The errors and uncertainties listed in this appendix have historically been found to be negligible under nonnal operating conditions. if the individual preparing an instrument loop accuracy calculation determines that the specific conditions apply, then these errors and uncertainties do not have to be evaluated in the calculation.

2.0 NEGLIGIBLE UNCERTAINTIES 2.1 Radiation Effects The effects of normal radiation are small and accounted for in the periodic calibration process. Outside of containment there is not a creditable increase in radiation during normal operation. The uncertainty introduced by radiation effects on components is considered to be negligible.

If an as-fOLind/as-left analysis has been performed based on historical calibration data, then normal radiation effects are considered to be included in the drift analysis results.

2.2 Humidity Effects The uncertainty introduced by humidity effects during normal conditions is not typically addressed in vendor literature. Therefore humidity effects are considered to be negligible unless the manufacturer specifically mentions humidity effects in the applicable technical manual. The effects of changes in humidity on the components are considered to be calibrated out on a periodic basis. A condensing environment is regarded as an abnormal event that will require maintenance to the equipment. Humidity's below 10% are expected to occur very infrequently and are not considered.

If an as-found!as-left analysis has been performed based on historical calibration data, the humidity effect is assumed to be included in the drift analysis results.

2.3 Power Supply Effects It is expected that regulated instrument power supplies have been designed to function within manufacturer's required voltage limits. The variations of voltage and frequency are expected to be small and the power supply voltage and frequency uncertainties are considered to be negligible with respect to other error terms.

If an as-foundlas-left analysis has been performed based on historical calibration data, the power supply voltage and frequency effects are assumed to be included in the drift analysis results.

Braidwood, Byron, Dresden, it le APPENDIX I LaSalle, and Quad Cities NES-EIC-20.04 Analysis of Instrument Channel Setpoint Error and Instrument Loop Sheet 12 of Ib Nuclear Engineering Standards Accuracy Revision 6

Revision 6 NES-EIC-20.04 2.4 Calibration Standard Error (STD)

The calibration standards used by the station to maintain and calibrate station M&TE are expected to be maintained to manufacturer's specifications. These calibration standards are more accurate than the station M&TE by a ratio greater than 4:1. Therefore, the effects of the calibration standard error are considered to be negligible with respect to other error terms.

2.5 Seismic/Vibration Effects The impact of Seismic Effects in the setpoint calculation should be consistent with the Licensing Design Basis of the specific station (e.g. assuming a design Seismic Event coincident with a Design Basis Accident).

For normal errors, seismic events less than or equal to an OBE are considered to cause no permanent shift in the input/output relationship of the device. For seismic events greater than an OBE, it should be verified that the affected instrumentation is recalibrated prior to any subsequent accident to negate any permanent shift, which may result from a post seismic shift.

Unlike Seismic effects, Vibration effects may not always be calibrated out or included in the statistical drift. Consideration must be made of the "normal operating" versus "calibration" conditions. If the relative vibration conditions of these two states are not the same, then the vibration effect must be considered. This effect is not calibrated out or included in the historical calibrations data.

If an as-found/as-left analysis has been performed based on historical calibration data, the vibration effect is considered to be included in the drift analysis results, if the normal operation conditions and the calibration conditions are similar.

2.6 Lead Wire Effects Since the resistance of a wire is equal to the resistivity times the length divided by the cross sectional area, the very small differences in the length of wires between components does not contribute any significant resistance differences between wires. Therefore, the effect of lead wire resistance differences is considered negligible, except for RTD's and thermocouples.

If a system design requires that lead wire effects be considered as a component of uncertainty, that requirement must be included in the design basis. It is assumed that the general design standard is to eliminate lead wire effects as a concern in both equipment design and installation. Failure to do so is a design fault that should be corrected.

The lead wire effects for RTD's and thermocouples must be considered separately and must be evaluated for each specific application.

itle APPENDIX I Braidwood, Byron, Dresden, LaSalle, and Quad Cities NES-EIC-20.04 Analysis of Instrument Channel Setpoint Error and Instrument Loop Sheet I3 of I6 Nuclear Engineering Standards Accuracy 11 Revision 6 11

Revision J I NES-EIC-20.04 3.0 NEGLIGIBLE UNCERTAINTIES FOR RELAYS, TIMERS, LIMIT AND MECHANICAL DISPLACER-TYPE SWITCIIES 3.1 Relays and 'Timers Table 11, Negligible Errors and Uncertainties for Relays and Timers Error Type Symbol Justification Process Errors PE Density Error These particular devices are not in direct contact Process Error with the process and are not subject to these types Flow Element Error of errors or uncertainties.

Temperature Error eT Thermal Expansion Error Confi 7uration or Installation Error Operational Errors Drift Error D Unless specifically prescribed by the Vendor, drift is assumed to be accounted for in the published Reference Accuracy for the device.

Static Pressure Error eSP These particular devices are not in direct contact with the process and are not subject to these types of errors or uncertainties.

Pressure Error eP There are no Pressure Errors associated with the function of these devices as the ambient pressure at the device location remains constant at normal atmospheric pressure.

Power Supply Error eV There are no Power Supply Errors associated with the function of these particular devices.

Environmental Errors Unless specifically prescribed by the Vendor, Temperature Error eT environmental errors are assumed to be accounted Humidity Error eH for in the published Reference Accuracy for the Seismic Error es device. Additionally, as these types of devices Radiation Error eR are typically installed in controlled environments and expected to perform their functions under normal operating conditions, the effects of these errors is considered negligible.

Other Errors Insulation Resistance eIR There are no Insulation Resistance Errors associated with the function of these particular devices Random Input Errors These devices function as separate modules and have no random input errors.

itle APPENDIX I Braidwood, Byron, Dresden, LaSalle, and Quad Cities NES-EIC-20.04 Analysis of Instrument Channel Setpoint Error and Instrument Loop Sheet 14 of 16 Nuclear ]Engineering Standards Accuracy Revision 6

Revision 6 NES-EIC-20.04 3.3 Mechanical Displacer-Type Switches (h'loat Switches)

Table 13, Negligible Errors and Uncertainties for Mechanical Displacer-Type Switches Error'-I'ype Symbol Justification Operational Errors Drift Error D Unless specifically prescribed by the Vendor, drift is not applicable for these type of devices.

Pressure Error eP There are no Pressure Errors associated with the function of these devices as the ambient pressure at the device location remains constant at normal atmospheric presSUre.

Power Supply Error eV There are no Power Supply Errors associated with the function of these particular devices.

Environmental Errors Unless specifically prescribed by the Temperature Error eT Vendor, environmental errors are assumed to Humidity Error eH be accounted for in the published Reference Accuracy for the device.

Seismic Error eS Radiation Error eR Other Errors Insulation Resistance OR There are no Insulation Resistance Errors associated with the function of these articular devices Random Input Errors These devices function as separate modules and have no random input errors.

itle APPENDIX I Braidwood, Byron, Dresden, LaSalle, and Quad Cities NES-EIC-20.04 Analysis of Instrument Channel Setpoint Error and Instrument Loop Sheet 16 of 16 Nuclear Engineering Standards Accuracy Revision 6