ML17265A288
| ML17265A288 | |
| Person / Time | |
|---|---|
| Site: | Ginna  |
| Issue date: | 05/18/1998 |
| From: | Vissing G NRC (Affiliation Not Assigned) |
| To: | Mecredy R ROCHESTER GAS & ELECTRIC CORP. |
| References | |
| TAC-MA0389, TAC-MA389, NUDOCS 9805260247 | |
| Download: ML17265A288 (54) | |
Text
May 18, 1998 Dr. Robert C. Mecredy Vice President, Nuclear Operations Rochester Gas and Electric Corporation 89 East Avenue Rochester, NY 14649
SUBJECT:
REQUEST FOR ADDITIONALINFORMATIONRELATEDTO "LEAK-BEFORE-BREAK EVALUATIONOF PORTIONS OF THE RHR SYSTEM TO THE R. E. GINNANUCLEAR POWER STATION"(TAC NO. MA0389)
Dear Dr. Mecredy:
By letter dated November 11, 1997, you submitted a request for Leak-Before-Break approval for portions of the R. E. Ginna residual heat removal system piping. This approval was requested in response to NRC Inspector Follow-up Item 50-244/97-201-03 and was submitted to address concerns about the dynamic effects of pipe rupture in accordance with the provisions of General Design Criteria 4 of Title 10 of the Code of Federal Regulations Part 50, Appendix A. This request for additional information (RAI) has been prepared to clarify issues raised by the staff based on review of the your November 11, 1997, submittal.
In order to complete our review of this issue, we request a response within 30 days of your
=
receipt of the enclosed RAI.
Sincerely, Original Signed by:
Docket No. 50-244 Guy S. Vissing, Senior Project Manager Project Directoiate 1-1 Division of Reactor Projects - I/II Office of Nuclear Reactor Regulation
Attachment:
Request forAdditional:
Information l,'
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= Cop with attachment/enclosure "N"= No co OFFICE PM:PDI-1 NAME Gvissing DATE 05/
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May 18, 1998 Dr. Robert C. Mecredy Vice President, Nuclear Operations Rochester Gas and Electric Corporation 89 East Avenue Rochester, NY 14649
SUBJECT:
REQUEST FOR ADDITIONALINFORMATIONRELATEDTO "LEAK-BEFORE-BREAK EVALUATIONOF PORTIONS OF THE RHR SYSTEM TO THE R. E. GINNANUCLEAR POWER STATION"(TAC NO. MA0389)
Dear Dr. Mecredy:
By letter dated November 11, 1997, you submitted a request for Leak-Before-Break approval for portions of the R. E. Ginna residual heat removal system piping. This approval was requested in response to NRC Inspector Follow-up Item 50-244/97-201-03 and was submitted to address concerns about the dynamic effects of pipe rupture in accordance with the provisions of General Design Criteria 4 of Title 10 of the Code of Federal Regulations Part 50, Appendix A. This
'.'equest for additional information (RAI) has been prepared to clarify issues raised by the staff based on review of the your November 11, 1997, submittal.
In order to complete our review of this issue, we request a response within 30 days of your receipt of the enclosed RAI.
Sincerely, Original Signed by:
Docket No. 50-244
Attachment:
Request forAdditional Information Guy S. Vissing, Senior Project Manager Project Directorate I-1 Division of Reactor Projects - I/II Office of Nuclear Reactor Regulation ccw/encl: See next page DISTRIBUTION:
Docket File S. Little PUBLIC G. Vissing J. Zwolinski (A)
OGC S. Bajwa ACRS C. Hehl DOCUMENT NAME: G:(GINNAEMAO389.RAI To receive a copy of this document, indicate in the box: "C" = Copy without attachment/enclosure "E"
= Co with attachment/enclosure "N"=.Jlo co OFFiCE PM:PD1-1 NAME GVissing DATE 05/
/98 E
LA!PD I-1 SL111
'5/'98 0:PD1.1
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/9 Official Record Copy 05/
/98 05/
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++*++
UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 20555-0001 May 18, 1998 Dr. Robert C. Mecredy Vice President, Nuclear Operations Rochester Gas and Electric Corporation 89 East Avenue Rochester, NY 14649
SUBJECT:
REQUEST FOR ADDITIONALINFORMATIONRELATEDTO "LEAK-BEFORE-BREAK EVALUATIONOF PORTIONS OF THE RHR SYSTEM TO THE
'. E. GINNANUCLEAR POWER STATION"(TAC NO. MA0389)
Dear Dr. Mecredy:
By letter dated November 11, 1997, you submitted a request for Leak-Before-Break approval for portions of the R. E. Ginna residual heat removal system piping. This approval was requested in response to NRC Inspector Follow-up Item 50-244/97-201-03 and was submitted to address concerns about the dynamic effects of pipe rupture in accordance with the provisions of General Design Criteria 4 of Title 10 of the Code of Federal Regulations Part 50, Appendix A. This request for additional information (RAI) has been prepared to clarify issues raised by the staff based on review of the your November 11, 1997, submittal.
In order to complete our review of this issue, we request a response within 30 days of your receipt of the enclosed RAI.
Sincerely, Docket No. 50-244 Guy S. Vissing, Senior Project Manager Project Directorate I-1 Division of Reactor Projects - I/II Office of Nuclear Reactor Regulation
Attachment:
Request forAdditional
, Information ccw/encl: See next page
1
Dr. Robert C. Mecredy Roches'ter Gas and Electric Company R.E. Ginna Nuclear Power Plant CC:
Peter D. Diysdale, Sr. Resident Inspector R.E. Ginna Plant U.S. Nuclear Regulatory Commission 1503 I ake Road Ontario, NY 14519 Regional Administrator, Region I
U.S. Nuclear Regulatory Commission 475 Allendale Road King of Prussia, PA 19406 Mr. F. William Valentino, President New York State Energy, Research, and Development Authority Corporate Plaza West
..286 Washington Avenue Extension Albany, NY 12203-6399 Charles Donaldson, Esquire Assistant Attorney General New York Department of Lalw 120 Broadway New York, NY 10271 Nicholas S. Reynolds Winston 8 Strawn 1400 S Street N.W.
Washington, DC 20005-3502, Ms. Thelma Wideman, Director Wayne County'Emergency Management Office Wayne County Emergency Operations Center 7336 Route 31 Lyons, NY 14489 Ms. Mary Louise Meisenzahl Administrator, Monroe County Office of Emergency Preparedness 111 West Falls Road, Room 11 Rochester, NY 14620 Mr. Paul Eddy New York State Department of Public Service 3 Empire State Plaza, 10th Floor Albany, NY 12223
e
Re uest forAdditional Information l
Leak-Before-Break A royal for Sections of the R. E. Ginna Nuclear Power Plant Residual Heat Removal S stem Pi in The NRC staff has completed an initial review of the information provided in the Rochester Gas and Electric Corporation's November 11, 1997 submittal, requesting approval of leak-.before-break status for sections of the R. E. Ginna residual heat removal (RHR) system piping.. The following questions are based on the report from Structural Integrity (Sl) Associates, Inc. (SIR 077), an enclosure to the November 11,'997, submittal letter.
Question ¹1 - Material Properties The information in Section 4.2 of the Sl report indicated that ASME Code values were used for the Young's Modules, yield strength, and ultimate strength.
However, as noted in section 5.2 of NUREG-1061, Vol. 3, when performing LBB analyses, an emphasis is placed on obtaining and using materials data from specimens manufactured from the actual piping and weld materials used in the facility.
Confirm that no materials test data exists for the Ginna RHR piping or weld materials from the time of facilityfabrication. Ifno data exists, demonstrate when calculating the margin between the leakage flaw size and the critical flaw size that the use of ASME Code minimum values provides a bounding analysis when compared to the use of typical values for the yield and ultimate strengths for Type 316 stainless steel.
Question ¹2 - Material Properties Submit the information from Reference 9 to SIR-97-077 which supports the use of the C and n.
parameters in Table 4-1 for establishing the J-resistance curve used in this analysis.
Define what data was used to develop these fit parameters and the limits of the database used to develop the parameters, i.e. beyond what value of crack extension is the correlation on longer valid.
Question ¹3 - Material Properties Explain whether or not the data used to develop the material J-resistance curve addresses the issue of thermal aging of stainless steel pipe welds.
For reference, the staff has examined the information from NUREG/CR-6428, "Effects of Thermal Aging on Fracture Toughness and Charpy-Impact Strength of Stainless Steel Pipe Welds," May 1996. This information appears to indicate that forwelds manufactured by the same processes (submerged arc welding,or shielded metal arc welding) as those used to fabricate the Ginna RHR line welds, moderate decreases in fracture resistance are to be expected and that a lower bound J-resistance curve to the available data should be more conservative than that defined by the C and n values of Table 4-1.
Enclosure Question ¹4 - Material Properties Confirm that none of the piping forwhich LBB approval is sought was manufactured with cast stainless steel (e.g. elbows). Ifthere are cast sections, evaluate their material properties and address concerns regarding the aging of cast stainless steels in your evaluation.
Question ¹5 - Piping Geometry
, It appears that ASME Code nominal values were used for Schedule 160 piping diameters and wall thickness (8.50 inch ID, 1.125 inch wall thickness, 10.75 inch OD). Explain why the use of these values provides a bounding analysis for the Ginna RHR piping ifas-built or as-fabricated dimensions are not available. As noted in question ¹1 above, the staff considers the use of as-built dimensions, when possible, to be the most appropriate values to use in LBB analyses and requires that conservative values be used ifinsufficient as-built data is available.
Ifthe values used in,the Sl analysis do not provide a bounding assessment of the margin between the leakage and critical flaw sizes, provide a reanalysis of the Ginna RHR piping or a sensitivity study to demonstrate the effect of non-nominal wall thickness or piping diameters on the conclusions.
Question ¹6 - Leakage Margin As noted in the submittal, the staff has published guidance in NUREG-1061, Vol. 3 regarding issues to be considered in the application of Leak-Before-Break (LBB) calculations.
In Section 5.7 of the NUREG, regarding the size of the postulated through-wall leakage flaw to be used in the evaluation, the staff noted, "The margin on the magnitude of the leakage applicable to high energy fluid system piping...should be no less than a factor of 10 or greater than the capability of the leakage detection systems used and adequate sensitivity and reliabilityof the leakage detection system should be demonstrated."
.It is the staffs position that this factor of safety must be included without modification in LBB analyses.
The submittal states on page 5-8 that, "...the leakage detection system at Ginna...is capable of
. measuring 1 gpm leakage...."
Therefore, the appropriate leakage flaw size for the LBB analysis would be that flaw which is shown to leak at a rate of 10 gpm. The critical flaw size calculated from examining SSE loading condition should then be a factor of 2 greater than the leakage fiaw.
Based upon the results submitted ih Table 5-2 (page 5-10), it appears that your calculations have demonstrated that for RHR hot leg nodes 680, 50, 60, and 70 that a flaw one-half of the critical flaw size leaks at rates between 4.71 and 5.74 gpm. Therefore, while your analysis "fixes" the factor of 2 between the critical'and leakage flaw sizes, it does not appear that a factor of 10 on the leakage is maintained.
Vice versa, based on the plot provided in Figure 5-2, it appears that your calculations predict that it would require a flaw between 7 and 7.5 inches in length to cause 10 gpm of leakage.
Since the critical flaw size that you calculated for the subject piping nodes was between 10.97 and 12.55 inches, a factor of 2 between the leakage and critical flaw sizes is not achieved.
Determine what size flaw provides for 10 gpm of leakage at each analyzed location in both the
'ot and cold legs and demonstrate the critical flaw size exceeds the 10 gpm leakage flaw size by a factor of 2.
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~ Demonstrate that the leakage flaw determined in (a.) "...willnot experience unstable crack growth even iflarger loads (at least the f2 times the normal plus SSE loads)..." [see NUREG 1061, Vol.
3, pg. 5-3, item (I)] are applied.
Question ¹7 - Critical Crack Size Determination Provide additional explanation regarding the criteria used to determine the critical flaw size for each location in the analysis.
In particular, explain what is meant by the statement beginning on page 5-2, "Crack extensions during stable ductile tearing in the EPFM analyses are conservatively not included in the critical flaw length computations."
Does this implythat stable crack growth beyond J,c is not included in the detemiination of the critical flaw size?
Question ¹8-Critical Crack Size Determination Submit the formula used to determine the critical flaw size under bending loads alone and any necessary parameters to be used in the calculation. This formula is alluded to on page 5-2 and is integral to your evaluation given the manner in which you propose to arrive at the critical flaw size under combined tension and bending loads (see question ¹8 below).
Question ¹9 - Critical Crack Size Determination Given that you have calculated a critical flaw under simple tension loading and under simple bending loadirig scenarios, justify the te'chnique (shown in the top equation on page 5-3 of the Sl report) used to determine the final critical flaw size by linear interpolation of your tension loading and bending loading solution. Demonstrate that this method provides either an exact solution for the critical flaw size under combined loading or that conservatively estimates the critical flaw length or submit a reference in which this is demonstrated.
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DCD has 11 enclosures.
Item: ADAMS Document Library: ML ADAMS"HQNTAD01 ID: 011130272:1 fS i( s"i GAP
Subject:
R. E. Ginna Nuclear Power Plant Updated Final Safety Analysis Report, Revision 16.
Body:
ADAMS DISTRIBUTION NOTIFICATION.
Electronic Recipients can RIGHT CLICKand OPEN the firstAttachment to View the Document in ADAMS. The Document may also be viewed by searching for Accession Number ML011130272.
Page 1
4
~ A
A053-OR Submittal: Updated FSAR (50.71) and Amendments Docket: 05000244 Page 2
AHD A Subsidiory of RGS Energy Group, Inc.
ROCHESTER GAS ANDEIECTRIC CORPORATION
~ 89 EAST AVENUE, ROCHESTER, N.V. 146494601
~ 716 546.2700 ROBERT C. MECREDY Vice president PSucleor Operorions April 17, 2001 www.rge.corn U.S. Nuclear Regulatory Commission Document Control Desk Attn:
Guy S. Vissing Project Directorate I Washington, D.C. 20555
Subject:
Submittal ofUpdated Final Safety Analysis Report (UFSAR), Revision 16 R. E. Ginna Nuclear Power Plant Docket No. 50-244
Dear Mr. Vissing:
In accordance with 10CFR50.71(e), Rochester Gas and Electric has prepared Revision 16 to the Updated Final Safety Analysis Report (UFSAR). Enclosed are the original and 10 copies of the revised pages, together with the list ofeffective pages.
Change bars indicate those revisions which have been incorporated and new text or numeric values are printed in bold for ease in recognition.
The information presented in Revision 16 accurately reflects changes to the facilityas described in the UFSAR and information and analyses submitted to the Commission or prepared pursuant to Commission requirements since our last update (Revision 15) submitted October 23, 1999.
Very truly yours,
,: /
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Robert C. Mecredy Attachment
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Mr. Guy S. Vissing (Mail Stop 8C2)
Project Directorate I Division ofLicensing Project Management Office ofNuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, D.C. 20555 Regional Administrator, Region I U.S. Nuclear Regulatory Commission 475 Allendale Road King ofPrussia, PA 19406 Ginna Senior Resident Inspector
R. E.
GINNA NUCLEAR POWER T
UPDATED FINAL SAFETY ANALYS EPORT Revision 16 Instructions 4/01 The following Revision 16 instructions indicate replacement pages and additional or removed pages for the Updated Final Safety Analysis Report.
Remove the existing pages and insert the replacement and additional pages where indicated by these instructions.
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Table 8.3-3 Sheet 1
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Table 8.3-4 Figure 8.3-1 Sheet 1
Figure 8.3-1 Sheet 2
Figure 8.3-3 Figure 8.3-4 Figure 8.3-5 Figure 8.3-6 VOLUME VI
~cta ter 9
9-i/9-i through /
9-xvii/blan)E 9-i/9-ii through 9-xv/9-xvi
Location Remove Pa es Insert Revision 16 Pa es 9.1-33/9.1-14++
9.1-15/9.1-16.'/
9.1-51/9.1-52V~
9.1-53/9.1"54 9.1-63/9.1-6 9.1-1/9.1-2 9.1-13/9.1-14
- 9. 1-15/9. 1-16 9.1-51/9.1-52 9.1-53/9.1-54 9.1"63/9.1-64 Figure 9.1-.
Figure 9.1-6 9.2-3/9.2-M through 9.2-11/9.2-124 9.2-23/9.2-2 9.2-33/9.2-3 Table 9.2-Sheet 2
Table 9.2-4 Figure 9.2 Sheet 1
Figure 9.2-P Sheet 2
Figure 9.2-Z Sheet 3
Figure 9.2-M Sheet 1 j Figure 9.2-2 Sheet 2
Figure 9.2-3 g Figure 9.2-4 Sheet 3
Figure 9.2-Q Sheet 3
- 9. 3-1/9. 3-W through 9.3-7/9.3-Y 9.3-17/9.3-1W/
9.3-31/9.3-32
- 9. 3-35/9. 3..3W through 9.3-45/9.3-46 9.3-57/9.3-5 9.3-75/9.3"7'igure 9.1-1 Figure 9.1-6 9.2-1/9.2-2 through 9.2-11/9.2"12 9.2-23/9.2-24 9.2-33/9.2-34 Table 9.2-3 Sheet 2
Table 9.2-4 Figure 9.2-1 Sheet 1
Figure 9.2-1 Sheet 2
Figure 9.2-1 Sheet 3
Figure 9.2-2 Sheet 1
Figure 9.2-2 Sheet 2
Figure 9.2-3 Figure 9.2-4 Sheet 3
Figure 9.2-6 Sheet 3
9.3-1/9.3-2 through 9.3-7/9.3-8 9.3-17/9.3-18 9.3-31/9.3-32 9.3.35/9.3-36 through 9.3-45/9.3-46 9.3-57/9.3-58 9.3-75/9.3-76 Location Remove Pa es Revision 16 Pa es Table 9
Table 9
Table 9
Sheet Sheet
-5
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2 Table 9.3-5 Table 9.3-6 Table 9.3-7 Sheet 1
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3 9.3-7 e 9.3-8 et 1
e ~ 9.3-11 et 1
e 9.3-11 et 2
e 9.3-11 et 3
e 9.3-11 et 4
e 9.3-13 et 2
e 9.3-14 e 9.3-15 e 9.3-17 Figure 9.3-1 Sheet 1
Figure 9.3-1 Sheet 2
Figure 9.3-2 Sheet 1
Figure 9.3-3 Sheet 1
Figure 9.3-4 Sheet 1
Figure 9.3-4 Sheet 2
Figure 9.3-4 Sheet 3
Figure 9.3-5 Figure 9.3-6 Sheet 2
Figure 9.3-6 Sheet 3
Figure 9.3-7 Figure 9.3-8 Sheet 1
Figure 9.3-11 Sheet 1
Figure 9.3-11 Sheet 2
Figure 9.3-11 Sheet 3
Figure 9.3-11 Sheet 4
Figure 9.3-13 Sheet 2
Figure 9.3-14 Figure 9.3-15 Figure 9.3-17 9.4- /
9.4-1 9.4-3 9.4-9.4-8
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/9.4"14
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Location Revision 16 Pa es
-41 34 Figure Figure Figure Figur Figur Figu Figu Figu 9.4-5
- 9. 4-7 9.4-9 9.4-14 9.4-15 9.4-16 9.4-17 9.4"18 Figure Figure Figure Figure Figure Figure Figure Figure 9.4-5 9.4-7 9.4-9
- 9. 4-14 9.4-15 9.4-16 9.4-17 9.4-18 9.5- /9.5-2 9.5- /9.5-4 9.5-1/9.5-2 9.5-3/9.5-4 9.5 9/9.5-10 t rough
- 9. 5 13/9. 5-14 9.5-9/9.5-10 through 9.5"13/9.5-14 9.5" 3/9.5-24 9.5-23/9.5-24 9.5-1/9.5-32 t
ough 9.5 37/9.5-38 9.5-31/9.5-32 through 9.5-37/9.5-38 9.5-5/9.5-46
- 9. 5-45/9. 5-46 Tabl 9.5-1 Sh et 1
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Table 9.5-1 Sheet 1
Sheet 2
Figu Sh Figu Sh Figu Figu e 9.5-2 et 1
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Figure 9.5-2c Sheet 2
Figure 9.5-3 Figure 9.5-4
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- 10. 1-9/blank 10.2-9/10.2-10
- 10. 2-11/10. 2-12 10.3- /10.3-2 10.3- /10.3-8 10.3"1/10.3-2 10.3-7/10.3-8
Location Remove Pa es I(sert Revisio'h 16 Pa es Figure Figure Figure Figure Shee Figure 10.5-3 1.3-1 1
3-2 10 4-1 10.4-4 t
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Fig e 10.7-13 VOLUME VII Cha ter 11 11-i/
thr 11-v/
11 ugh lank 11- /
th 11-v 11-11 ough blank 11.1- /11.1-2 11.1- /11.1-2 11.2-thr 11.2-1
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- 11. 2-7/11. 2-18
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Location Remove Pa es Insert Revision 16 Pa es Sheet Sheet Sheet Table 11 Table 11 Sheet 1
2 3
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- 11. 2-4 11.2-5 11.3-1 11.3-2 11.3-1 11.3-2 Figur 11.3-1 Figur 11.3-1
~Cha ter 12 12.3- /12.3-2
- 12. 3- /12. 3-2 Table 12 Tabl 12 3-5 3-6 Tabl Tabl 12.3-5 12.3-6 Figu e 12.5-1 Figu e 12.5-1 Cha ter 13 13-i 13-ii thr ugh 13-v/b ank rough t
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13.3-1 blank Cha ter 14 13.5-3/13 5-4 14-v/14-14-v 14-vi 13.5-13.5-4 VOLUME VIII Location Remove Pa es Revis Insert ion 16 Pa es Cha ter 15 15-i 5-thr g
15-xxi i X3.
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/15-xxiv 15-i/
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- 15. 1-1 /15. 1-16 15.1-3 /15.1-32 15.1-15.1-5/15. 1-16 1/15. 1-32 Table
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- 15. 4 "27 15.4-29 I
15.6-27 15.6-51 15.6-75 15.6-77 15.6-81 15.4-28 15.4-30 15.6-28 15.6-52 15.6-76 15.6-78 blank 15.
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- 15. 6-15.6-15 6-27/15.4-28 29/15. 4 -30 27/15.6-28 51/15.6-52 75/15.6-76 77/15.6-78 81/blank Table 1.6-15 Table 1.6-16 Table 15 6-24 Table 15
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- 15. 7-15.7-15.7-15.7-15.7-3 15.7-34 5 15.7-6 1 /15.7-16 1 /15.7-18 21 blank Cha ter 17 No changes No Chan es Distri83.txt Distribution Sheet Priority: Normal From: Stefanie Fountain P~r5
)~/i l<X Action Recipients:
G Vissing Internal Recipients:
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NRC PDR NOAC IHS Not Found Not Found Not Found Total Copies:
Item: ADAMS Document Library: ML ADAMS"HQNTAD01 ID: 993260081
Subject:
Rev 15 to UFSAR for RE Ginna Nuclear Plant Body:
PDR ADOCK 05000244 K "The FSAR is available for viewing for the staff in NRC File Ce nter.The FSAR is also available for viewing and copying in NRC PDR."
Docket: 05000244, Notes: License Exp date in accordance with 10CFR2,2.109(9/19/72).
I Page 1
1 0
'L >
II q 16 n
"I il
AND A Subsidiary of RGS Energy Group, Inc.
ROCHESTER GAS ANDEIECTRIC CORPORATION
~ 89EAST AVENUE, ROCHESTER, N.Y. W6d94001 716 586-2700 www.rge.corn ROBERT C. MECREDY Vice PresirIent Nvdear Operations October 23, 1999 U.S. Nuclear Regulatory Commission Document Control Desk Attn:
Guy S. Vissing Project Directorate I Washington, D.C. 20555
Subject:
Submittal ofUpdated Final Safety Analysis Report (UFSAR), Revision 15 R.E. Ginna Nuclear Power Plant Docket No. 50/244
Dear Mr. Vissing:
In accordance with 10CFR50.71(e), Rochester Gas and Electric has prepared Revision 15 to the Updated Final Safety Analysis Report (UFSAR). Enclosed are the original and 10 copies ofthe revised pages, together with the list ofeffective pages.
Change bars indicate those revisions which have been incorporated and new text or numeric values are printed in bold for ease in recognition.
The information presented in Revision 15 accurately reflects changes to the facilityas described in the UFSAR and information and analyses submitted to the Commission or prepared pursuant to Commission requirements since our last update (Revision 14) submitted May 21, 1998.
Very truly yours, Robert C. Mecred Attachment XC:
Mr. Guy S. Vissing (Mail Stop 8C2)
Project Dir'ectorate I Division ofLicensing Project Management Office ofNuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, D.C. 20555 Regional Administrator, Region I U.S. Nuclear Regulatory Commission 475 Allendale Road King ofPrussia, PA 19406 ttOVof 1999 U.S. NRC Ginna Senior Resident Inspector gsII Q grro 0 8 I
>986,
~
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GINNA NUCLEAR POWER T
UPDATED FINAL SAFETY ANALYSIS REPORT Revision 15 Instructions 10 99 4
4 The following Revision 15 instructions indicate replacement pages and additional or removed pages for the Updated Final
.,Safety'Analysis Report.
Remove the existing pages and insert the replacement and additional pages where indicated by these instructions.
Location Remove Pa es Insert Revision 15 Pa es VOLUME I List of Effective Pa es
~Cha ter 1
LEP-1/LEP-2 through LEP-17/LEP-18 1"i/1"ii 1.2-11/1.2-12 through 1.2-19/1.2-20 Figure 1.2-6 Sheet 1
7 Figure 1.2-&
Sheet 2
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Figure 1.2-1~
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Figure 1.2-1 Sheet 4
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- 1. 8-43/1. 8-4Q
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~Cha ter 2
VOLUME II
~cha ter 3
Remove Pa es 1.8"57/1.8-5P
- 1. 8-59/1. 8-6' 1.8-61/1.8-6+
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Sheet K Sheet 6
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1.8-59/1.8-60+
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2.1-3/2.1-4 2.2-3/2.2-H
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3.1-61/3.1-62'M 3.1-81/3.1-8~
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9 Sheet 1+~
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3. 3-11/3. 3-12+
3.3-19/3.3-2P 3.3-23/3.3-24~~
3.3-29/3.3-30 3.3"41/3.3"4Y
- 3. 3 "47/3. 3 "4P 3. 3-49/Blank 3.4-1/3.4-~
3. 5 -9/3. 5 - 1~
3.5-19/3.5-2 3.5-23/3.5-24 3.5-25/3.5-2 3.6-7/3.6-K~
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Table 3-6-3 Sheet 1
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Sheet 8~
Sheet 9~~
Sheet 10K~
Sheet 11~
Sheet 1&~
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- 3. 8-113/3. 8-11 VOLUME III
~Cta ter 3
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3.9-29/3.9-30~
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3.9-93/3.9-9~
Table 3.9-2W~
Table 3.9-24 Sheet 1
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Table 3.9-28M Figure 3.9-
- 3. 10-3/3. 10-4~~
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Table 3.9-2~
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4. 3-11/4. 3"1W 4.3-13/blan 4.4-3/4.4-~
4. 4-7/4. 4-P 4. 4 -9/4. 4 -1 4. 4-15/4.4-3/
through 4.4-21/blanh Table. 4. 4-~
Sheet Sheet +
VOLUME IV
~Cha ter 5
5-i/5-i~
through 5-ix/bla 5.1-9/5.1-1 Figure 5.1-3V Sheet 1
Figure 5.1-M Sheet 2
Figure 5.1-2~
Figure 5.1-3 ~
5.2-3/5.2-5.2-7/5.2-5Y through 5.2-15/5.2-16 5.2-21/5.2-2, 5.2-43/5.2-4~
Table 5.2-3/W Sheet 3
Table 5.2-4~
Table 5 2-7P m Table 5.2-8 Figure 5 2-5-i/5-ii~~
through~
5-ix/blank 5.1-9/5.1-1~
Figure 5.1-~
Sheet 1
Figure 5.1-1 Sheet 2
5.2-3/5'-~
5. 2 -7/5. 2"~
through 5.2-15/5.2-1'.2-21/5.2-2++
- 5. 2-43/5. 2-4k Table 5.2-Sheet 3
Table 5.2-4~
Table 5.2-7~~
Table 5.2-8 Figure 5.2
4 4
Location
~Cha ter 6
Remove Pa es 5.3-7/5.3-8 M 5.3-15/5.3-1
- 5. 3-19/5. 3-20 through 5.3-25/Blanks Table 5.3-1~~
Table 5.3-25 5.4-1/5.4-~
through /
5.4-5/5.4-6<
5. 4 -13/5. 4 -1H
- 5. 4 "27/5. 4-28~
through 5.4-33/5.4-34 5.4-37/5.4-38~
5.4.-45/5.4-4e ~
5.4-49/5.4-50V through 5.4-57/5.4-5&
5.4-61/5.4-62 5.4-63/5.4"64~
Table 5.4-6~
Sheet l~O Sheet 2
Figure 5.4-6-i/6-iiF'hrough 6-vii/6-vi'.
1-7/6. 3-8~
- 6. 1"17/6. 1-1 6.1-21/6.1-2 6.2-3/6.2-4+~
6.2-5/6.2-6 6.2-37/6.2-38~
6.2-39/6.2-40 ~
6.2-43/6.2-44'~
6.2-47/6.2-48'~~
6.2-49/6.2-50 6.2-55/6.2-56 ~Q 6.2-59/6.2-60 ~~
6.2-73/6.2-74~
Insert Revision 15 Pa es 5.3-7/5.3-W 5.3"15/5.3-1~
5.3-19/5.3-2~
through 5.3-25/Blank Table 5.3-g Table 5.3-&
5.4-1/5.4-2~
through 5.4-5/5.4-e 5.4-13/5.4-14~
5.4-27/5.4-28 ~
through 5.4-33/5.4-3~
5.4-37/5.4-3~
- 5. 4-45/5. 4-46~j
- 5. 4-49/5. 4-50~
through 5.4-57/5.4-5~
5.4-61/5.4-62~~
5.4-63/5.4"64 Table 5.4-~
Sheet l~
Sheet 2
Figure 5.4-'-i/6-ii~
through 6-vii/6-vi'.1-7/6.1-8~
6.1"17/6.1-1~
6.1-21/6.1-2&
6.2-3/6.2-4~~
6.2"5/6.2"6F 6.2-37/6.2-38~
6.2-39/6.2-40 ~
6.2-43/6.2-44~
6.2"47/6.2-48~
6.2-49/6.2-50 ~
6.2-55/6.2-56~~
6.2-59/6.2-60 6.2-73/6.2-74 ~
Location Remove Pa es 6.2-87/6.2-88 +
6.2-91/6.2-92 ~i 6.2-93/6.2-94~
6.2-97/6.2"9W 6.2-105/6.2-10~
Table 6.2-1'~
Table 6.2-26/
Table 6.2-3g Sheet +
Sheet Q Sheet P~
Sheet g/
Sheet 5~
Table 6.2-Table 6.2-10/i Table 6.2-1+6 Sheet 1V~
Sheet 2f/
Sheet Ni Table 6.2-11~
Table 6.2-11 Sheet K Table 6.2-1k Sheet 1M Sheet 1R Sheet 23y Sheet 24 Table 6.2-16 Sheet 2~i Sheet 3 Y Table 6.2-1g Shee~ 1,V'i Sheet 2 +
Table 6.2-20,~+
Table 6.2-2M Revision 15 Pa es 6.2-87/6.2"887 6.2"91/6.2-9~
6.2-93/6.2-9W 6.2-97/6.2-9W 6.2-105/6.2-10 Table 6.2-Table 6.2-F Table 6.2-M~
Sheet ~
Sheet 9
Sheet M Sheet ~
Sheet ~
Table 6.2-4 Table 6.2-10K Table 6,.2-10~
Sheet 1~
Sheet 2y Sheet 3y Table 6.2-1~
Table 6.2illk Sheet 1~
Table 6. 2 P5 Sheet 13~+
Sheet 14 Sheet 234 Sheet 24 Table 6.2-16 Sheet 2~~
Sheet 3
Table 6.2-17 Sheet 1/
Sheet 2
Table 6.2-20~i Table 6.2-21~
6.2-4&
- 6. 2-y'.2-2&
- 6. 2-52/
6.2-6$ ~
- 6. 2-SPY/
6.2-64 6.2-69 g 6.'-70V Figure Figure Figure Figure Figure Figure Figure Figure Figure 6.3-1/6.3-2'. 3-3/6. 3-4
Sheet 3<
Figure 6.3-Sheet 1
6.4-1/6.4-2~
through 6.4-11/6.4-12K Figure 6.4-1 6.5-3/6.5-4 ~
through 6.5-11/6.5"lM 6.5-15/6.5-16~
Location Remove Pa es Insert Revision 15 Pa es VOLUME V
~Cha ter 7
, i/,
i'hrough/
7-xi/blanfc 7-i/7-i'hrough ~
7-xi/blanfC 7.1-1/7.1"2 g 7.1-7/7. 1-'8~
7.2-3/7.2-~
7.2-7/7.2-d, ~
7.2-9/7.2-10 2-13/7. 2-14gr
- 7. 2-17/7. 2-18K 7.2-23/7.2-24+i 7.2-33/7.2-32.
7.2-33/7.2-34 i
- 7. 2-39/7. 2-4N Table 7.2 Sheet Sheet 2
Sheet 3 y Sheet 4/~
Sheet 5
Table 7.2-f Table 7.2-Sheet Sheet W
7.1-1/7.1-M 7.1-7/7.1-&
7.2-3/7.2-, W 7.2-7/7.2-8 7.2-9/7.2-10 7.2-13/7.2-14 7.2-17/7.2-18 7.2-23/7.2-24 7.2-31/7.2-32 7.2-33/7.2-34 7.2-39/7.2-40 Table 7.2-1 Table 7.2-2 Table 7.2-3 Sheet 1
Sheet 2
Figure 7.2-2V g Figure 7.2-1'igure 7.2-13'igure7.2-14 Figure 7.2-148 7.3-1/7.3. W 7.3-3/7.3-~
7.3-3/7.3-3 7.3-15/7.3-1~
Figure 7.3-~
7. 4 -3/7. 4-4W~
7 4-5/7.4-6P /
7.4-9/7.4-1I 7.4-13/7.4-14 7.4-19/7.4-2+
Figure 7.2-2'igure7.2-10 Figure 7.2-13 Figure 7.2-14
- 7. 3-1/7. 3-2
- 7. 3-3/7. 3-4 7.3-9/7.3-10 7.3-13/7.3-14 7.3-15/7.3-16 Figure 7.3-5
- 7. 4-3/7. 4-4 7.4-5/7.4-6 7.4-9/7.4-10 7.4-13/7.4-14 7.4-19/7.4-20 Location Remove Pa es 7.5-1/7.5-2&
Figure 7.5-;
7.6-1/7.6-K through 7.'6-5/7.6-6 7.7-3/7.7-f through 7.7-15/7.7-A 7.7-21/7.7-2 g
7.7-23/7.7-2A'.7-39/7.7-4'.7-47/7.7-through 7.7"63/7.7-64 Figure 7.7-3 Figure 7.7-6Z Figure 7. 7-10 ~
Figure 7. 7-1K Figure 7.7-12@
Sheet 2
Figure 7. 7-13+
Insert Revision 15 Pa es 7.5-2/7. 5~
Figure 7.5-7.6-1/7.6/
through
- 7. 6"5/7. 6".P 7.7.3/7.7-i r'.7-11/7.7-1+
through 7 7-15/7 7-1V6 7.7-23/7.7-2+
7.7-39/7.7-4Q 7.7-47/7.7-4~
through 7.7-63/7.7-64V Figure 7.7-~~
Figure 7.7 C~ ~
Figure 7.7-ling Figure 7.7-1M Figure 7.7-1+
Sheet 2
Figure 7.7-13/
~Cha ter 8
8-i/8-iiP through /
8-v/blankI<
8.1-1/8.1.-2P~
through 8.1-5/8.1-6 8.1-9/8.1-1 through
- 8. 1-13/8. 1-Figure 8.1-1 g 8.2-1/8.2-2 through 8.2-11/8.2-12 8.2-37/8.2-38~/
Figure 8.2-~
8-i/8-ii~+
through /
8-v/blan~
I
- 8. 1-1/8. 1-5 through 8.1-5/8.1-6+
- 8. 1-9/8. 3-288 through 8.1-13/8.1-14 I
Figure 8 51-1 8.2-1/8.2-2W through 8.2-11/8.2-1 8.2-17/8.2-1&/
Figure 8.2-3gJ Location VOLUME VI
~Cta ter 9
Remove Pa es 8.3-1/8.3-through
- 8. 3-49/blagk Table 8.3-2W Sheet 1~
Sheet 22~
Sheet W Table 8
3 Sheet Sheet g Table 8.3-4~~
Figure 8.3-Figure 8.3-Figure 8.3-&
Figure 8.3-&~
Figure 8.3-f 9-i/9-i~
through 9-xv/9-~
9.1-1/9.1-~
through 9.1-61/9.1-~
Table 9.1-Table 9.1-2A Table 9.1-3p~
Table 9.1-4 Figure 9.1-~
Figure 9.1-2/~
Figure 9.1-3 Figure 9.1-4cr-Figure 9.1-4+
Figure 9.1-5&
Figure 9.1-6PQ Figure 9.1-7~
9.2-1/9.2-~
through 9.2-33/9.2-34~
Insert Revision 15 Pa es 8.3-1/8.3-~
through 8.3-49/blank Table 8.3-2 Sheet 1
Sheet 2
Sheet 3
Table 8.3-3 Sheet 1
Sheet 2
Table 8.3-4 Figure 8.3-2 Figure 8.3-4 Figure 8.3-6 9-i/9-ii~
through 9-xvii/blanS
- 9. 1-1/9. 1-2+
through 9.1-69/9.1-7M Table 9.1-~
Table 9.1-~
Table 9.1-W Table 9.1-&
Table 9.1-P+
Table 9.1-5 ~
Table 9. 1-W Figure 9.1-Figure 9.1-~>
Figure 9.1~
Figure 9.1-M Figure 9.1-~
Figure 9.1-7P
- 9. 2-1/9. 2-2~
through 9.2-33/9.2-3 "12-
Location Remove Pa es Table 9.2-1+/
Table 9.2-g Sheet 1<
Sheet I Table 9.2-Sheet Sheet 2+ /
Table 9.2-4/
Figure 9.2-1/
Sheet 1 /
Figure 9.2-i Sheet 2
Figure 9.2-r Sheet 3,/
Figure 9.2-f Sheet 1
Figure 9.2-W Sheet 2
Figure 9.2-Figure 9.2-4 Sheet 1
Figure 9. 2-P Sheet 2
Figure 9.2-Figure 9.2-Sheet 3
9.3-1/9.3-2+
through 9.3-5/9.3-P 9.3-17/9.3-1+
through
- 9. 3-23/9. 3-2K 3
9.3-31/9.3-3k through 9.3-53/9.3-5P 9.3-61/9.3-Xj 9.3-63/9.3-6Q 9.3-69/9.3-76//
through
- 9. 3-75/9. 3-7K Table 9.3-g/
Table 9.3-d Table 9.3,-
Sheet Sheet 2
Insert Revision 15 Pa es Table 9.2-~
Table 9.2-~
Sheet 1
Sheet 6
Table 9.2'heet 1
Sheet 2
Table 9.2~
Figure 9.2-A Sheet 1
Figure 9.2~%
Sheet 2
Figure 9.2-M Sheet 3
Figure 9.2~
Sheet 1
Figure 9.2-9 Sheet 2
Figure 9.2-9 Figure 9.2~
Sheet 1
Figure 9.2-~
Sheet 2
Figure 9.2-5, Figure 9.2M Sheet 3-9.3-1/9.3-~
through 9.3-5/9.3 ~
9.3-17/9.3-1M through 9.3-23/9.3-'~
- 9. 3-31/9. 3-3H through 9.3-51/9.3-52
- 9. 3-61/9. 3-6/
9.3-63/9.3"64M 9.3-69/9.3 739 through 9.3-75/9.3-78 Table 9.3-5 Table 9.3-Table 9.3-~
Sheet 1+j Sheet 2 <
Location Remove Pa es Revision 15 Pa es Tabl Tabl Sh e
Sh e
Tabl She She Table She She 9.3-8 9.3-9 t 1 t 2 9.3-10 1
t 2 9.3-11 t 1 t 2 S
T S
S eet eet ble eet eet ble eet eet T ble T ble 9.3-8 9.3-9 1
2 9.3-10 1
2 9.3-11 1
2 Figur Shee Figure Shee Figure 9.3-1 1
- 9. 3-2 t 1 3-6 3-8 Sheet Figure 9
Sheet Figu 9
She t Figure 9
Shee
.3-6 3
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F gure 9.3-1 hect 1
Fi ure 9.3-2 S
et 1
Figure Sheet Figure Sheet Figure Sheet Figure Sheet Figure Sheet Figure Figure 9
.3 "9 2
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. 3-13 1
.3-15
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9.3-11 2
9.3-11 3
.3-11 4
. 3-13 1
9.3-15 9.3-17 9.4-1/9 throu 9.4-13/
4-2 h
.4-14 4-2 h
.4-14 9.4-1 9.
thr g
9.4-13 9
9.4-19 9
thro g 9.4 "41
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9.4"41 9.4-42 Figure Figure Figure Figure Figure Figure Figure Figure Figure 9
,4 4
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. 4-14
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-18 Figure Figure Figure Figure Figure Figure Figure Figure Figure 9.4-4 9.4 "6
. 4-7
.4-9 9 4-11 9 4-14 9.4-15 9.4-16 9.4-18 Location Remove Pa es Insert Revision 15 Pa es 9.5-1/9.5-2 3/9.5"4 9.5-9.5-
/9.5-2
/9.5"4 9.5t 9.5 9.5t 9.5 9/9.5-10 rough 15/9.5-16 21/9.5-22 rough 31/9.5-32 9.5-th 9.5-
- 9. 5-2 thr 9.5-3
/9.5-10 ough 5/9.5-16
/9.5-22 ugh
/9.5-32 9.5 45/9.5-46
- 9. 5-4 5 9.5"46 Tabl 9.5-1 Sh et 1
Sheet 2
ur 9.
Figu e 9.5-6 Fig 5-1 Figurh'.5-2 Sheet 1
I I
Figur 9.5-3 Figur 9.5-5 She t 1 Figur 9.5-5 Sh et 2
Table She She Figur Figur She Figu Figu Sh Figu Sh Figu
.5-1 9.5-2 t
1 e 9.5-3 e 9.5-5 et 1
e 9.5-5 et 2
e 9.5-6 Cha ter 10 10-i 10-ii th ough 10-v i/blank 10-i th 10-vi 10-ii ugh
'/blank 10.1- /10.1-2 10.2- /10.2-8
- 10. 1 10.2
/10.2-8 Figure 10.3-1 Figure 0.3-3 Sheet 2
Figur Figur She 10.3"1 10.3"3 t 2 10.4-1/ 0.4-2 10.4-5/10.4-6 10.4-10.4
/10.4-2 5/10.4-6 Figure 1.4-3 Figure 1.4-4 I
Sheet 1
Figure 1h.4-4 Sheet Fig e
Fig re S ee Fig re S ee 10.4-3 10.4-4 t 1 10.4-4 t 2 10.5"5/ 0.5-6 10.5-7 10.5"8 10.5-13 0.5-14 10.5-15/10.5"16 10.5 5/10.5-6 10.5 7/10.5-8 10'- 3/10.5-14 10.5-5/10.5-16 Location Remove Pa es Insert Revision 15 Pa es Figure 10.5-W ~
Figure 10.5-M 10. 6-1/1 0. 6-2~
10.6-3/10.6-+~
10.6-7/blank Figure 10.6-f Sheet 2+
Figure 10.6-2 10.7-3/10.7-4~~
10.7-5/10.7-6~ Q 10
~ 7-15/10. 7-16,~
10.7-25/10.7-2t Table 10.7-1~
Table 10.7-2'igure 10.5-1 Figure 10.5-2 10.6"1/10.6-2 10.6.3/10.6-4 10.6.7/blank Figure 10.6-1 Sheet 2
Figure 10.6-2
~10.7-3/10.7-4 10.7-5/10.7-6 10.7-15/10.7-16 10.7-25/10.7-26 Table 10.7-1 VOLUME VII Figure 10.7-Figure 10.7-3 Figure 10~7 Y Sheet 2
Figure 10.7-7~
Figure 10.7-1W Sheet 1
Figure 10.7-1 Sheet 1
Figure 10.7-1E Sheet 2
Figure 10.7-1K Figure 10.7-1 Figure 10.7-3 Figure 10.7-6 Sheet 2
Figure 10.7-7 Figure 10.7-11 Sheet 1
Figure 10.7-12 Sheet 1
Figure 10.7-12 Sheet 2
Figure 10.7-13 Cha ter 11 through 11-v/blank 11.1-1/11.1-2 11.1-3/11.1-4
- 11. 2-15/1il. 2-16
- 11. 2-17/ 1. 2-18 through 11-v/bla 11.1-1/11.1-3~
- 11. 1-3/ll.1-M 11.2-15/ 1.2-16 11.2-17 11.2-18 Table 1.2-4 Shee 2
Table 1.2-5 Shee 1
She t 2 Sheet 3
Table 1.2-4 Shee 2
Table 11.2-5 She t 1
Sh et 2
S eet 3
Location Remove Pa es Insert Revis on 15 Pa es Tab e 11.3-3 Sh et 2
Tab e
Sh 11.3"3 et 2
Figu e 11.3-1 Figu 11.3-1 Tabl 11.4-1 Table 11.4-1 11.5-thr 11.5-
/11.5-2 ugh 1/11.5"12 11.5-1 11.5-2 th h
11.5-1/11.5-12 Table She She Table Table Table 11.5-1 t
1 t 2 11.5-2
- 11. 5-3 11.5-4 Figure 11.5-1 Figure 11.5-2 Figure 1.5-1 Figure 1.5-2
~Cha ter 12 12-i/1 -ii thro gh 12-v/b ank 12 "i/12- '
throug 12-v/bla k 12.1-1 12.1"2 12.1-1/ 2.1-2 12.3-1/12.3"12 th ugh 12.3 19/12.3-20 12.3-12 h
12.3-20 12.3-1 /
thro g 12.3-1 Tabl Tabl Tabl 12.3-5 12.3-6 12.3-7 Table 1
Table 1
.3-5
.3-6 Figur
- 12. 3-1 12.4-12.4-8 12.4"1 /12.4-12 12.4-7/1
.4-8 12.4"11/ 2.4-12 12.4-1 /12.4-16 thro gh 12.4-1 /12.4 "20 12.4"15/
throu 12.4-19 2.4-16 h
- 12. 4-20 Table 12.4-4 Sh et 1
She t 2 Table 2
Sheet Sheet 4
4 12.5-1 12.5-2 12.5-3 12.5-4 12.5-7 2.5-8 12.5-9/ lank
- 12. 5-1 1
12.5-3/
12.5-7/
12.5-9/
2.5-2 2.5-4 2.5-8 ank
Location Remove Pa es Insert Revision 15 Pa es Table 12.5-1 Tabl 12.5-1 Cha ter 13 13-v/b ank Figure 12.5-1 13-i/13 ii thro h
Figur 13-i/1 thro 13-v/b 12.5-1
-11 gh ank 13.1-1 throu
- 13. 1-23 13.1-2 h
13. 1-24 13.1-1 13.1-2 thro gh 1 blank 13.1-2 Figure Figure Figure Figure Figure Figure Figure Figure Figure
- 3. 1-2 13.1-3 13.1-4 13.1-5 13.1-6 13.1-7 13.1-8 13.1-9 13.1"10 Figure Figur Figur Figur Figur Figur Figur Figu e Fig e
13.1-2 13.1-3
- 13. 1-4 13.1-5
- 13. 1-6 13.1-7 13.1-8 13.1-9 13.1"10 13.4- /13.4-2 13.4-1/13.4 "2 Cha ter 14 13.S- /
13.S- /
13.S- /
13.5-4 13.5-8 13.5-10 13. 6,1/blank No hanges 13 13 13 13.
-3/13. 5-4 5-7/13.5-8 5-9/13.5-10
-1/blank VOLUME VIII 15-v/ 5-vi 15-ix 15-x 15-v 15-vi 15-'15-x Table 15.0-3 Table 15.0-4 Tab Tabl 15.0-3 15.0-4 15.1-1 15.1-1 15.1-15.1-2 15.1-2 15.1-2 15.1-3
/15.1"12
/15.1-14
/15.1-20
/15"1"24
/15-1.26
/15.1-28
/15.1-32 15.
15.
15.
15.
15.
15.
- 15. 1
-11/15.1-12
-13/1S. 1-14
-19/15.1-20
-23/15-1-24
-25/15-1. 26
-27/15.1-28
-31/15.1-32 "18-
Location Remove Pa es 0
Insert Revision 15 Pa es Table 15.1-5 Table 15.1-6 Sheet 1
Sheet 2
Table 15.1-7 Table 15.1-5 Table 15.1-6 Sheet 1
Sheet 2
Table 15.1-7 Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure
- 15. 1-21 15.1-22 15.1-23 15.1-24 15.1"25 15.1-26 15.1"27 15.1"28 15.1-29 15.1"30 15.1-36 15.1"37 15.1-38 15.1-39 15.1-40 Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure Figure
- 15. 1-21 15.1-22 15.1"23 15.1-24 15.1-25 15.1-26 15.1-27 15.1-28 15.1"29 15.1-30 15.1-36 15.1-37 15.1-38 15.1-39 15.1-40 15.2-7/15.2-8 15.2-7/15.2-8 15.3-1/15.3-2 through 15.3"9/15.3-10 15.3"1/15.3-2 through 15.3-9/15.3-10 15.4-3/15.4-4 15.4-3/15.4"4 15.4-29/15.4-30 through 15.4-37/15.4-38
- 15. 4-29/15. 4-30 through 15.4-37/15.4-38 15.4-41/15.4"42 15.4-41/15.4-42 Table 15.4-3 Table 15.4-4 Table 15.4-3 Table 15.4-4 15.5-1/blank 1S.5-1/blank 15.6-39/15.6-40 15.6-53/15.6-54 15.6-75/15.6-76 15.6-79/15.6-88 15.6-81/blank 1S.6"39/15.6"40 15.6-53/15.6-54 15.6-75/15.6-76 15.6"79/15.6-88 15.6-81/blank Table 15.6-5 Table 15.6-6 Sheet 1
Table 15.6-9C Table 15.6-10 Table 15.6-5 Table 15.6-6 Sheet 1
Table 15.6-9C Table 15.6-10 "19-
~.
~
Location Remove Pa es Insert Revision 15 Pa es Table 15.6-11 Table 15.6-12 Table 15.6-19 Sheet 1
Sheet 2
Table 15.6-20 Table 15.6-21 Sheet 1
Sheet 2
Sheet 3
Table 15.6-24 Table 15.6-25 Table 15.6-11 Table 15.6-12 Table 15.6-19 Sheet 1
Sheet 2
Table 15.6-20 Table 15.6-21 Sheet 1
Sheet 2
Sheet 3
Table 15.6-24 Table 15.6-25 Figure 15.6-40 Figure 15.6-40
- 15. 7-11/15. 7-12 through 15.7-19/15.7-20 15 F 7-11/15.7-12 through 15.7-21/blank Cha ter 17
- 17. 1-3/17. 1-4 17.1-3/17.1-4