ML16180A438

FSAR Amendment 107, Figures - Chapter 2, Part 2 of 4

ML16180A438
Person / Time
Site:	Comanche Peak
Issue date:	02/01/2016
From:	Luminant Generation Co
To:	Office of Nuclear Reactor Regulation
Shared Package
ML16042A346	List: ML16042A344 ML16180A424 ML16180A425 ML16180A426 ML16180A427 ML16180A428 ML16180A429 ML16180A430 ML16180A431 ML16180A432 ML16180A435 ML16180A436 ML16180A437 ML16180A438 ML16180A439 ML16180A440 ML16180A441 ML16180A442 ML16180A443 ML16180A444
References
txx-16006, CP-20160003
Download: ML16180A438 (119)

Text

OKLAHOMA City ARK .

NEW MEXICO TEXAS 20" NOTE: Other gypsum and/ or anhydrite strata are known. to exist in the subsurface .

LEGEND ctlJ Outcrops of gypsiferous formations x Anhydrite uplift 20"_., ldohytetal-mean annual precipitation

--::-~-

~~*;; Subsurface Salt-Anhydrite deposition (j) Balcones Fault Zone 100 zoo cg) Mexia-Talco Fault Zone Scali In Ml l et COMANCHE PEAK S.E.S.

SOURCES: A. A. Meyerhoff, W. Paine; "Interactions among Tectonics, Sedimentation and Hydro- FINAL SAFET Y ANALYSIS REPORT carbon Accumulation", in Gulf Coast Assoc. UNITS 1 and 2 of Geo!. Socs. Trans., 1970.

Brune, 1965. U.S.Weather Bureau, *1965. DISTRIBUTION OF GYPSIFEROUS FORMATIONS, ANHYDRITE UPLIFTS

---

-*AND LOUANN SALT FIGURE 2.S./-]f)

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TERTIARY 1000' 1-L&J L&J LL..

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2000' AUSTIN CHALK itt i~o~b~i~~= =~~~~= =tt I 3000'  ::::::;:::::::::::::::::::::::::

LOWER CRETACEOUS 0 1000 Feet Horizontal Scale COMANCHE PEAK S. E.S.

Modified after Lahee, Fig. 29 FINAL SAFETY ANALYSIS REPORT Structure of Typical American Oil Fields UNITS 1 and 2 Vol. 1, 1929 AAPG.

MEXIA FAULT ZONE CROSS SECTION FIGURE 2.5.2-12

INDEX MAP AREA .COVERED:

BY THIS FIGURE 0 2!1 !10 MILES SOURCES: Structural Map of Texo,s, N. E. Quad., 1:500,000, 1946 Basement Rocks of Texas and Southeast New Mexico; 1: 250,000, 1956 Geologic Atlas of Texas, Waco Sheet; 1: 2,50,000; 1970 Weeks, A. W., 1945, p. 1735 Reaser, D.F., 1961, p . 1760 Domes & Moore Earthquake Epicenter Mop of Texas; 1:2,500,000; 1972 ' COMANCHE PEAK S. E.S.

LEGEND FINAL SAFETY ANALYSIS REPORT

/ Contour on Basement 5urface

( (mean sea level datum) UNITS 1 and 2

/ Fault, downthrown side indicated lt!IO FAULTS AND A Earthquake Epicenter BASEMENT CONFIGURATION

• Well penetrating basement rocks, used for control FIGURE 2.5.2-13

HOWELL AND SCHULTZ (197!1) 2

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10 zo 30 40 50 100 200 500 400 500 1000 2000 l'I - KILOMl!Tl!ltl 0 10 20 50 50 100 200 300 400 100 1000 1'1- MILES EPICENTEl'I DISTANCE NOTES: BASIS FOR INTENSITY DATA INTENSITY VI I I - VALENTINE, TEXAS, 1931 INTENSITY VI I - BONHAM, TEXAS, 1882

- EL RENO, OKLAHOMA, 1952 BASIS FOR COMPARISON (121 ,122,123)

Io - EPICENTER INTENSITY I(R) - INTENSITY AT DISTANCE R COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EARTHQUAKE ATTENUATION FIGURE 2.5.2-14

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Pwr Sheet 1 of 25 FIGURE 2. 5 .4-1

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWI' Sheet 2 of 25 FIGURE 2

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PLOI' Sheet 3 of 25 FIGURE 2

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Plill Sheet 4 of 25 FIGURE 2.5.4-1

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWT Sheet 5 of 25 FIGURE 2 . 5 .4-1

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PLOI' Sheet 6 of 25

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PIOI' Sheet 7 of 25 FIGURE 2 . 5. 4-1

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PLOI' Sheet 8 of 25 FIGURE

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWI' Sheet 9 of 25 FIGURE 2. 5 .4-1

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Pwr Sheet 10 of 25 FIGURE 2

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS- STRAIN PI.DI' Sheet 11 of 25 FIGURE 2 * * -

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Pwr Sheet 12 of 25

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PIDI' Sheet 14 of 25 FIGURE 2

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWT Sheet 15 of 25 FIGURE 2

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FINAL SAFET".I ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 16 of 25 FIGURE 2 . 5

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 24 of 25 FIGURE 2 . 5 . 4-1

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLOT PLAN GEOPHYSICAL SURVEYS FIGURE 2,5,4-14 Amendment 67 February 5, 1988

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REFERENCE:

LEGEND UNITS 1 and 2 TEXAS UTIUTES GENERATING COMPANY, FIGURE 2.4-40, "PLOT PLAN, DRAINAGE DITCHES s- 1 A0 SOURCE BORING PLAN AND LOCATION OF LAYOUT", MODIFIED FOR: AMENDMENT 1, POST-CONSTRUCTION CROSSHOLE L-i ~ LISTENING BORING JUNE 15, 1978 SURVEY BORINGS FIGURE 2.5.4-14A

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 UPHOLE SHEAR WAVE SURVEY

<PRIMACORD M ETHOD) BORING M-5 FIGURE 2.5.4-21

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING P-10 FIGURE 2. 5. 4-22

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING Dl-2 FIGURE 2.5.4-23

GAMMA RAY RES ISTIVITY (COUNTS/ SECOND/INCH) (OHMS PER INCH) 0 40 80 120 160 200 0 100 200 300 400 500 50 -:::~

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING DI-BA FIGURE 2. 5. 4-24

GAMMA RAY RESIST IV !TY (COUNTS/SECOND/INCH) (OHMS PER INCH) 0 40 80 120 160 200 0 100 200 300 400 500 50 f-w w

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING DI-9 FIGURE 2. 5. 4-25

GAMMA RAY RES ISTIVITY (COUNTS/SECOND/INCH) (OHMS PER INCH) 0 40 80 120 160 200 0 100 200 300 400 500 50 I-w w

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING M-1 FIGURE 2. 5, 4-26

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.. . 0 D CLASS I SUCTllCAL DUCT IAHS (CATKGOl.t l IACDILL)

Amendment 67 COMANCHE PEAK S. E. S.

February 5, 1988 FlW.. SAFETY ANALYSIS REPOO'T UNITS 1 and 2 PLAlll VIEW PIJJCT UCAVATIOI'

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FINAL SAFETY ANALYSIS REPORT PLAN UNIT 1 and 2 SERVICE WATER INTAKE CHANNEL CUT 8 FILL MARCH 31, 1980 FIGURE 2.5.4 - 28A

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... CCMPRESS<<:>HAL WAVE.

VELOCITY NOTES: COMANCHE PEAK S.E.S.

11J SEISMIC WAVE VELOCITY PROFll:E IS FOR ILLUSTRATION PURPOSES ONLY. FINAL SAFETY ANALYSIS REPORT THE DATA PLOTTED IS THE AVERAGE VELOCITY. UNITS 1 and 2 12J NO CORRECTIONS ARE APPLIED FOR REFRACTION PHENOMENA.

C3J THE OBSERVED SCATTER IN P-WAVE VELOCtTY ABOVE 1115 FT. MAY BE DUE GENERALIZED SUBSURFACE PROFILE TO REFRACTION PHENOMENA AS THIS ZONE CONTAINS SEVERAL THIN LAYERS AND SEISMIC WAVE VELOCITIES OF CLAY STONE.

(THIS F'IQ-UR~ At:>APTED P'"R0"1 i:<e.r: 1~1) FIGURE 2.5.4-30A (SH 1 OF 2)

ELEV. DEPTH ICICV'CI .,I GE~RAUZEO ~OGY ~M SCLSJ.CIC WAVE VELOOTY IFEETtSECONOI OEPTl-1 ELEV.

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• SHEAR WAVE VELOOTY CAL.FER, IN.

RE5'STMTY, C>IM October 14, 1988 A CCMPRESSOW. WIN~.

VELOCITY NOTES:

COMANCHE PEAK S.E.S.

11.1 SEISMIC WAVE VELOCITY PROFILE IS FOR ILLUSTRATION PURPOSES ONLY. FINAL SAFETY ANALYSIS REPORT THE DATA PLOTTED IS THE AVERAGE VELOCITY. UNITS 1 and 2 12.J NO CORRECTIONS ARE APPLIED FOR REFRACTION PHENOMENA .

13.J THE OBSERVED SCATTER IN P-WAVE VELOCITY ABOVE t 95 FT. MAY BE OUE GENERALIZED SUBSURFACE PROFILE TO REFRACTION PHENOMENA AS THIS ZONE CONTAINS SEVERAL THIN LAYERS ANO SEISMIC WAVE VELOCITIES OF CLAYSTONE.

FIGURE 2.5.4-30A (SH 2 OF 2)

VIEW LOOKING EAST GRADE

~ ..

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-a10 o" SERVICE WATER INTAKE STRUCTURE

-1ao* a" LEGEND

• LIMESTOI£

~ CLAYSTONE COMANCHE PEAK S. E.S.

FNAL SAFETY ANALY5'S REPORT UNITS 1 and 2 SERVICE WATER INTAKE CATEGORY I BACKFILL Amendment 67 CATEGORY I BACKFILL February 5, 1988 F~ror 2 s 4 31

-*-- - -* __ _ _ _ __:_ _ _ _.i..._;.;~;;;;,.;;;....:.;.*.....,.--~-----

D PLANT GRADE 2' a* MINIMUM J_ ELEVATION VARIES VARIES SERVICE WATER PIPE TRENCH J J PLANT GRADE Q

VARIES CATEGORY I llACk'.FILL

• CATEGORY I VARIES D CATEGORY I llEDDING ELECTftlCAL DUCT BANK Amendment 95 February 2, 1998 COtilAHOE P£Al U.S.

FINAL SAFETY ANALYSIS REPORl lHTS land 2

• TYPICAL CROSS SECTIONS CAlEGORY :I BACKFILLED EXCAVATIONS

-- ------""'----- ,_______,_____ D I I

ELEVATION B 05 *6 CON TAINMENT ELEVATION 793° 3" REACT CR ELEVATION 76 8 '1 1" LEGEND COMANCHE PEAK S. E.S FRA~~URE FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FRACTURE MAP UNIT I FOUNDATION FIGURE 2 .5 4 - 33a Amendment 67 February 5, 1988

- - - - - ----c;---

REACTOR ELEVAT ION 768' II" _f CON TAI NM ENT ELEVATION 793 ' 3" TOE OF SLOPE ELEVATION 784' 7"

\_F FR~CTU RE COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 67 February 5, 1988

--- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l

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D 2tl--~~-_____...[~1.1 D

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FINAL SAFETY ANALYSIS IEPORT UNITS 1 and 2 FRACTURE MAP UNIT I CONTAINMENT WALL FIGURE 2 . 5 . 4-~5

UNIT I PHOTO GRIDS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

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CONTAINMENT BUILDING I tCBl-l-28)

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I I I I 6 I I 21 I s I I I I I REACTOR CAVITY I

st lift (Cl-RC-1-21) 2nd Lilt (Cl-RC-1-14)

COMANCHE PEAK S. E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PHOTO GRID UN IT I ONTAINMENT AND REACTOR WALLS FIGURE 2.5.4.- 36

CONTAINMENT WALL PHOTO # CB-1-1 CONTAINMENT WALL PHOTO #CB-1-2

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CONTAINMENT WALL PHOTO #CB-1-3 1**. *_ . .;.:**

COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 1 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2. 5. 4- 3 7

CONTAINMENT WALL PHOTO # CB-1-4

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 2 of 21 REFERENCE FIGURL 2.5.4-36 FIGURE 2 . 5 . 4- 3 7

CONTAINMENT WALL PHOTO # CB-1-7 CONTAINMENT WALL PHOTO # CB-1-8 CONTAINMENT WALL PHOTO # CB-1-9 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 3 of 21 REFERENCE FIGURE 2. 5 . 4-3 6 FIGURE 2. 5 . 4-3 7

CONTAINMENT WALL PHOTO # CB-1-10 CONTAINMENT WALL PHOTO # CB-1-11 CONTAINMENT WALL PHOTO # CB-1-12 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATI-ON PHOTOGRAPHS Sheet 4 of 21 REFERENCE FIGURE 2. 5. 4-36 FIGURE 2. 5. 4-37

CONTAINMENT WALL PHOTO # CB-1-13 CONTAINMENT WALL PHOTO # CB-1-14

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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 5 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 *5 * -

CONTAINMENT WALL PHOTO # CB-1-16 CONTAINMENT WALL PHOTO # CB-1-17 CONTAINMENT WALL PHOTO # CB-1-18 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 6 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2. 5. 4-37

CONTAINMENT WALL PHOTO # CB-1-19 CONTAINMENT WALL PHOTO # CB-1-20 CONTAINMENT WALL WALL # CB-1-21 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Shee t 7 o f 21 REFERENC.E FIGURE 2 . 5 . 4- 3 6 FIGURE 2

• 5

• 4 - 3 7

CONTAINMENT WALL PHOTO # CB-1-22 CONTAINMENT WALL PHOTO # CB-1-23 CONTAINMENT WALL PHOTO # CB-1-24 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 8 of 21 REFE RENCE F IGURE 2 . 5 .4 - 36 FIGURE 2

• 5

• 4- 3 7

CONTAINMENT WALL PHOTO # CB-1-25 CONTAINMENT WALL PHOTO # CB-1-26 CONTAINMENT WALL PHOTO # CB-1-27 COMANCHE PE AK S. E. S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 9 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2

• 5

• 4- 37

CONTAINMENT WALL PHOTO # CB-1-28 REACTOR WALL PHOTO # Cl-RC-1 1st LIFT REACTOR WALL PHOTO # Cl-RC-2 lst LIFT COMANCHE PE AK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATI ON PHOTOGRAPHS Sheet 10 o f 21 REFERENCE FIGURE 2 . 5 . 4 - 3 6 FIGURE 2

• 5 . 4- 3 7

REACTOR WALL PHOTO # C1-RC-3 1st LIFT REACTOR WALL PHOTO # C1-RC-4 1st LIFT REACTOR WALL PHOTO # c1...:Rc-5 1st LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 11 of 21 REFERENCE FIGU RE 2.5.4-36 FIGURE 2

• 5

• 4- 37

REACTOR WALL PHOTO # Cl-RC-6 1st LIFT REACTOR WALL PHOTO # Cl-RC-7 lst LIFT REACTOR WALL PHOTO # Cl-RC-8 1st LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 12 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 *5 *4- 37

REACTOR WALL PHOTO # Cl-RC-9 1st LIFT

~ACTOR WALL PHOTO # C1-RC-10 1st LIFT

• r ~-:>.

,.... ._r REACTOR WALL PHOTO # Cl- RC-11 1st LIFT COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 13 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2

• 5

• 4- 3 7

REACTOR WALL PHOTO # C1-RC-12 1st LIFT REACTOR WALL PHOTO # C1-RC-13 1st LIFT REACTOR WALL PHOTO # C1-Rc-14 1st LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVAT I ON PHOTOGRAPHS Shee t 14 o f 2 1 REFERENCE F IGURE 2 . 5 . 4-36 FIGURE 2

• 5

• 4 - 3 7

REACTOR WALL PHOTO # C1-RC-15 1st LIFT REACTOR WALL PHOTO # C1-RC-16 1st LIFT REACTOR WALL PHOTO # C1- RC-17 1st LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 1 5 o f 21 REFERENCE FIGURE 2 . 5 . 4-3 6 FIGURE 2

• 5

• 4 - 3 7

REACTOR WALL PHOTO # Cl- RC-l8 1st LIFT REACTOR WALL PHOTO # C1-RC-19 1st LIFT REACTOR WALL PHOTO # Cl-RC-20 1st LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Shee t 16 of 21 RE FERENCE FI GURE 2 .5.4- 3 6 FIGURE 2

• 5

• 4- 3 7

REACTOR WALL PHOTO # Cl-RC-21 1st LIFT REACTOR WALL PHOTO # Cl-RC-1 2nd LIFT REACTOR WALL PHOTO # Cl-RC-2 2nd LIFT COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT

' 'l UNITS 1 and 2

.- , ~}*Jl~~ EXCAVATION PHOTOGRAPHS Sheet 17 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2

• 5

• 4 - 3 7

REACTOR WALL PHOTO # Cl-RC-3 2nd LIFT REACTOR WALL PHOTO # Cl-RC-4 2nd LIFT REACTOR WALL PHOTO # Cl-RC-5 2nd LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 18 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2. 5. 4-37

REACTOR WALL PHOTO # Cl-RC-6 2nd LIFT REACTOR WALL PHOTO # Cl-RC-7 2nd LIFT REACTOR WALL PHOTO # Cl-RC-8 2nd LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 19 o f 21 REFERENCE F I GURE 2. 5 .4- 36 FIGURE 2 *5 * -

REACTOR WALL PHOTO # Cl-RC-9 2nd LIFT REACTOR WALL PHOTO # Cl-RC-10 2nd LIFT REACTOR WALL PHOTO # Cl-RC-11 2nd LIFT COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 20 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 *5 . 4- 37

REACTOR WALL PHOTO # Cl-RC-12 2nd LIFT REACTOR WALL PHOTO # Cl-RC-13 2nd LI.FT REACTOR WALL PHOTO # Cl-RC-14 2nd LIFT COMANCHE PE AK S. E. S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Shee t 21 of 2 1 REFERENCE FIGURE 2.5 .4 -36 FIGURE 2

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(U!/U!) Nl'1~1S 30nll1dW'I 31enoa Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL CYCLIC TRI AXIAL TEST RESULTS FIGURE 2.5.4-39 9£ET I OF 4

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FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL CYCLIC TRIAXIAL TEST RESULTS FIGURE 2. 5.4*39 SHEET 2 OF 4

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FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL CYCLIC TRI AXIAL TEST RESULTS FIGURE 2.5.4-39 SHEET 3 OF 4

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N ~ N 0 0 0 0 ci 0 a 0 0 0 0 0 (U!/U!) N1'1~1S 3an111d~'1 31enoa Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TYPICAL CYCLIC TRIAXIAL TEST RESULTS FIGURE 2.5.4-39 SHEET 4 OF 4

SOUTH NORTH 8 60 * -- -- -- --- -- - - - - -- --*- - - - -- -

M ODERAT ELY T O SE V ERELY W(l\THEREO ROCK OCC A so 1: 14 1_ L y 84 0 r - - -- - --- - - - - - -- - - - -- ------*- -- - ------ _____ _WEAT_~i:t~Q _IQ_A ~ Q_l !-_~_q~-S~ E/!_CY_ _ _ __ _ _ _ _ __ __ _ _ __ _ _ _ __J a2or--- ---- - -- - * -- - - - -- - - - - - - -- - -- - - __ __ __ ___ __ _ . _ _ __ _ __ _j BO Or--- - - - - -- -

780r--- - - - -- - -- - - - -- - -- -

760 r - - -- - - - - -- - - - - *-**--*-- - - ------*- - ---- --

740 r - - - - - -- -- - --

720 700 . - - - -- - . ..... .. -*-*- ***----*-- -- - -

680 r--- - - - -- - -- - -- - - - -- -- -

64 0 GLEN ROSE 620 * -- - - - - - -- - -- --

6 0 0 . - -- - - - -- - - - - -- - -- -+4 - - -- - - - E- - - - - ---- -- - - -- - *-*-- - - - - - - - -

TWIN MOUNT A INS FORMATION Amendment 67 580 February 5, 1988 560~---

COMANCHE PEAK S.E.S.

540 KEY FINAL SAFETY ANALYSIS REPORT

~LIMESTONE [;]SHALE

~C LAYSTONE-80TTOM OF FOUNDATION MAT CROSS SECTION A-A 1

UNITS 1 and 2 200 0 200 400 (JJ SANOSTONE'r- - 1.f>PER LIM I T OF WEATHERED - TO- FRESH I ROCK WH IC H DOES NOT LIKE ZONES .

CONTAIN SOIL scale feet CROSS SECTION A - A' Refer to Figure 2.5.5-5 for Location of Cross-Section FIGURE 2.5. 4- 40

860 EST-- - - - - -- - - ----- aoalkG.J>_...__ - - -- - - - -----EAST-- - -- - -

l BORING P - 6 840

}- -

E20r---- - - - - - - ------jl'=!-- - - - -- -- - - -- -

800t-----

780r---- - -- --

760i---- - -- -- - - --;g___ __ _ _ _ _

740 I-w w 720 I.I..

~

70 z

0

~

~ 680 w

_J w

660 640 620 000 Amendment 4 January 31, 1978 500 560 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT LEGEND 1

UNITS 1 and 2 KEY:

~ LIMESTONE 0 SHALE CROSS SECTION B - 8 1

~ CLA'l'STONE BOTTOM OF FOUNDATION MAT CROSS SECTION 8-8 Refer to Figure 2.5.5-5 for r71 ~6'C'kRw~~P" o8hw~~~Et~;;~0 lo~(~H Location of Cross-Section 80.J SANDSTONE LIKE ZONES.

FIGURE 2 .5.4 - 41

24.9 KSF MAX.

Amendment 67 February 5, 1988 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FOl.NDATICN PRESSURE DISTRIBlJrICN UNDER CONTAINMENT DURING SSE FIGURE 2

• 5

• 4- 4 2

I i I I I I i I  ! I  : 1 I i * '

i i

l I

TOTAL SWELL (INCHES)+-+--HH-+-+--+-+4~-+-4~,f---+--+-+~'-+--+--+--<

1 ' ' ' ' I I I I I I I I I I +-+-+-+-+-i_-+-._._-+-..__,_.__._._.++-:-

~-!-+-1:'-+-4--1-+-+ 0 +-+-!-+-1-+-' 0

• 2 0*4 0 *6 0 *8 -+-+-+-+-+--l-<-+-+'--1---<'-+--'_._I~,---+-<

I

-+j-+-!--+-+-+-+-

i--+-+-+-i'...............~of-r"'!"'t1-tti~'l""'l1.,..,...,~~*..,..~r-r-+-~...,.."t'""i-+~~l:J-1-=i~..;;.~,--~4-_,.,

I~ I I i I I

. . . ;.,:;.:...-~...i..1--4_;_~~...i=J..::::1.:.:r:::.:..::=~,=i I l 1

i l/ v I I I1 1

1-+~+-t:-++-1-+--l--l~--1-+.-+SLAB -t"""t-t-t-+-t-t-t-t-1vbt-+-t-t-t-+-t-+--+--r-+-t-+--+-+-.J.-j-++-l-++-+-+-+--+-l-++-~,!-+-I-+:~._._~~*-.-J~*~

' ""

• I I  ! I I

/ I l  ;  ; I  !

I I I l I i I I I/

I i  ! I I I I I 1 i J I +---

EXAMPLE (Hypothetical) :

i::: -t-t--.--t--~'r:'l-+1-+-t-++-f-+-+1-+-.~  !+-~i +4: (l ) Equivalent slab thickness = 2'

~ 4.6-+-1.-+-+-+,-+-+-+-+-+'-+-H--+-+:-+-l>.--1-~1+41 (2) Claystone layer is 1.0' below

~. J I  !

bottom of slab and is 1.5' thick 0 -1"-t-.-tt--t-!-+-+-t-+-+-+-+-+-+-i-+--+-1--+.-+-+

1 LIMESTONE I

( 3) Total heave at top of slab =

! I heave at "A" minus heave at "B" I I =0.17"-0.08" i =0.09"

+--+-+-+--+-+-+-+- 8-tt-rt-t-+-ti-t-t-1-t-t-t-t,-+-t-t-t-t-1:-t--t-t-t-t-t--i-t--t-t-+~1-~1-+-+-l-+-t-t-+~~l'-+-+-+-+-+-1-++-+-+,-+-+-+-+-+--<.-J_~

I I I I

. I I I  : ' ! , I I i I I I i i j I I I *1 I I I 1

I Amendment 67 I '

February 5, 1988 COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EFF'.ECI' OF CIAfSTCNE rn FOUNDATION I I FIGURE 2. 5. 4-4 3 I I

TYPE MATERIAL - BEDDING SAND 5 --

- KEAN RELATIVE DENSITY = 90.551 STD. DEV. = 7 .11 N = 18 4 -....

lZi 801 RELA TIVE DENSITY

-.... - MINIMUM ALLOWED 1 - ... ,.._

0 48 50 52 5'1 56 58 60 62 64 66 68 70 72 74 76 78 80 e2 81\ 86 PB 00 ~2 ~4 % ~a 100 102104 1C6 RELATIVE DENSITY COMANCHE PEAK S.E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RELATIVE DENSITY TEST

SUMMARY

Amendment 67 FOR BACKFILL AR~UNO ~tEi~~y I ELEC. MANHOLES ND OU K February 5, 1988 FIGURE 2.5.4-44

25 -- TYPE MATERIAL - CRUSHED STONE

< 2 SIZE 11 MEAN COMPACTION = 102.51%

STD. DEV. = 4.76 N a 108 20 >-

z; 957. COHPACTION MINIKUH ALLOWED 5

0 I 88 90 'J2 94 96 98 100 102 104 106 103 110 112 114 116 118 PERCENT COMPACTION COMANCHE PEAK S. E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST SUK'tARY FOR BACKFILL AROUND CATEGORY I Amendment 67 CONDUIT February 5, 1988 FG.ff 2.5.4-45

10 ~

TYPE MATERIAL - BEDDING SAND 9 -- MEAN RELATIVE DENSITY = 90.104 STD. DEV. = 6.85 8 -- N = 40 7 .....

or<

6 _...

80% RELATIVE DENSITY MINIMUM ALLOWED 5 _,...

4 --

3 ....

1-78 80 82 84 86 88 90 92 ')4 96 100 102 104 106 RELATIVE DENSITY COMANCHE PEAK S.E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RELATIVE DENSITY

SUMMARY

FOR BEDDING AROUND CATEGORY I Amendment 67 PIPELINES February 5, 1988 FIQff 2.5.4-46

10 TYPE MATERIAL - CRUSHED STONE

< 2" SIZE MEAN COMPACTION - 102.104 9 ..

STD. DEV * = 3

• 94 N = 29 8 ......

7-95'%. COMPACTION MINIMUM ALLOWED 6

-cs -

Cf.I E-1 Cf.I

~ 4 -

i:i:..

0 i:ir::: 3 ~

1'1:1

~

z: 2 1 -~

PERCENT COMPACTION COMANCHE PEAK S. E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST

SUMMARY

FOR BACKFILL AROUND CATEGORY I PIPELINES Amendment 67 February 5, 1988 FIQ.ff 2.5.4-47

40 -... TYPE MATERIAL - CRUSHED ROCK

< 2* SIZE MEAN COHPACTIOH

• 101.251 STD. DEV.

• 4.46 N

• 134

- I- 951 COMPACTIOR MINDtUll I= 20 ....

10 - I-0 C4 86 88 90 ')2 94 93 I I 1 100 102 104 106 108 110 112 114 116 PEUCENT COMPACTION COMANCHE PEAK S.E.S.

FNAL. SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST SUMMAR FOR BACKFILL AROUND THE SERVIC Amendment 67 WATER INTAKE STRUCTURE NOTE: Accepted Values Are ~ 95% February 5, 1988

CELL 40 CELL 20 CELL C0UNT COUNT COUNT 36 HJ 32 16 28 14 24 12 20 10 16 16 8 12 12 6 8 8 4 4 4 2 0 0 +-~-~~-~~-..j _ _J__;=:i.-~ D+-~-1---+---1---+-~-~~-~-

50 55 60 65 70 75 80 25 90 ~5 100 50 55 60 65 70 75 80 85 90 95 100 50 55 60 65 70 75 80 85 90 95 100

% PASSING #~ SIEVE 3 P.~ss ING #8 s I EVE 3 PASSING #16 SIEVE SPECIFICATION rn*rrs95-100 % SPECIFICATION LIMITS 30-100% SPECIFIC~TION LIMITS 50-8G%

CELL 22 COUNT 20 20 CEtl 4U CELL CCU NT r.0*Jrn 18 18 36 16 16 32 14 14 28 12 12 24 10 10 ~ *'

~"

8 8 16 6 6 12 4 4 G 4

0 0 0 25 30 35 40 45 50 55 60 65 ?G 75 0 10 15 20 2s 30 35 ~o 45 so 0 10 15 20 25 30 35 40 4S 50

% PASSING #JC SIEVE  % PAS~ Jl:G #Sf' SI£[ 3 PASSING #100 SIEVE SPEC! FI Cl\ TI ON Llf:l 'S 25- 60% SPEC: F!Cl\Tic ~* LI'r~ IO-:'~ "'. SPECIFICATION LIMITS 2-10 %

COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT C T~: .\LL (lOU:l ) P.\SS!flG 3/8" SIEV E UNITS 1 and 2 JULY 31, 1980 BACKFILL - HISTOGRAM OF GRADA-TION LIMITS FOR BEDDING SAND FIGURE 2.5 . 4-49

Iil CELL CELL 10 - CELL 10 I COUNT COUNT COUNT 9 9

8 8

~ - -- -

7 -- 7 6 ~ 6 6

~

I 5 5 lLJD~

4 I I

L.

3 i I

~Jl__,

i 2

1 j 0 50 55 60 65 70 75 80 85 90 95 100 50 55 60 65 70 75 80 85 90 95 100 50 55 60 65 70 75 80 85 90 95 100 3 PASSING #4 SIEVE  % PASSING #8 SIEVE  % PASSING #16 SIEVE SPEC! FI :ATI ON LIMITS 95~100 % SPEC!f!CATION LIMITS 80-100% SPECIFICATION u r~ITS 50-85 %

CELL 10 CELL 10 CELL 10 ~

COUNT COUNT I COUtlT 9- 9 8

7 8

7 n r

6 6 5 5

![ 1 4 4 3 3 2- 2 1-0 I 25 30 35 I

40 45 11L so SS 60 6S 70 7S 1

0 0

I s

10 15 20 l

25 30 35

-.-- ---r--.

40 45 so 0 5 10 I

15 I I 20 25 I

30 35 I I 40 45 I I 50

% PASS ING #30 SIEVE I PASSIM G #50 SIEVE  % PASS ING #100 SIEVE SPEC! FIC.~TIO N LIMITS 25-60 % SP CC IF!C .~ T! '.O N LIMITS 10-30 % SPEC I FI CATION LI!1ITS 2- 10% COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DUCT BAN K BACKFILL JULY 31, 1980 ~6~TR~ge~N8Fsx~BDATION LIMITS flOTC: .\LL (100%) P.'\SSH!G 3/8 " S!EV:

FIGlflE 2 . 5. 4-50

CELL 10 CELL 10 10 .

CELL COUNT COUNT 9 9 COUNT 8 6 llh 7 7 6 6 5

!1

~w~

4 3

2 1

0 - ***, -

50 55 60 65 70 75 80 85 90 95 100 20 25 30 35 40 45 50 55 60 65 70 5 10 15 20 25 30 35 40 45 50 55

% PASSING l " SIEVE I PASSING ';" SIEVE  % P/l.SSI NG #4 SI EVE SPECIFICATION Lil~ITS 50-851 SPECIFICATION Lrnns 25-65 % SPECIFICATION Lltl!TS15-501 CELL 14 COUNT 13 12 11 10 CELL CELL COUNT rn 9

8 7

COUNT n

l4 13 6 .

4 isH8 7

3 i3 2

0 __ L_ __ - ** - - - -. 01 -+---

' *-, + --,--..,. .___,..--r----.------.

o 5 lo 15 20 ts 3o 35 40 45 50 10 15 0 2'5 30 35 -404'550 0 5 10 I 5 20 25 30 35 40 45 50

% PASSING #10 SIEVE  % PASSING # ~O SIEVE  % PASSING #100 SIEVE SPECIFICATiON LIMITS 5-40% SPECIFICATION LIMITS 0- 20 % SP ECIFIC,\ TION LIMITS 0-10%

COMANCHE PEAK S.E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NOTE : ALL (100%) PASSING 2" SIEVE JULY 31, 1980

CELL 20 CELL 10 CELL COUNT 19 u COUNT 9 COUNT n

16 n

8 15 15 14 7 14 13 12 6 H 11 1 5 lb9 .

4 8 7

3 g*+-~*~

2

~

0.l-~---+-------1---+--+--+--+--\-------, 0 t

a_,__._----+-+----+-----+-+---+--+-~

50 55 60 65 70 75 BO 85 90 95 100 25 30 35 40 45 50 55 60 65 70 75 10 15 20 25 30 35 40 45 50 55 60

% PASSING l" SIEVE  % PASSING lz" SIEVE  % PASSING #4 SIEVE SPEC! FI :ATI ON LIMITS 50-85% SPECIFICATION LIMITS 25-65% SPECIFICATION LIMITS 15-50%

~~25 CELL COUNT CELL 24 24 COUNT ~~ 23 CELL !L COUNT 13

~b 19

~~

19 17 16 18 17 o-16 -

15 H l~

13 15 14 13 12 12 12 lb lb9 9

i~

i ~

4 g

4 3

~1 ~

6-J.__-+--+--+--+-~~~~~

5 10 15 20 25 30 35 40 45 50 55 1

0 0 5 10 15 20 25 30 35 40 45 50 2 -

~ _,_____.____._ _,__ ____ ~--~

o 5 10 1s io 25 30 35 40 45 so

% P.%S!NG #100 SIEVE

% PAS>ING #10 SIEVE  % PASSING #40 SIEVE SPEC!FIG.'ITICN LIMITS 0-10% ~-------------!

SPECIFICATION LIMITS 5-40% SPECIFICATION LIMITS 0-20% COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NOTE: ALL (100%) PASSING 2" SIEVE DUCT BANK TRENCH & MANHOLE JULY 31, 1980 BACKFILL - HISTOGRAM OF GRADA-TION LIMITS FOR CRUSHED ROCK FIGURE 2. 5 .4-52

ELL 10 CELL 10 CELL COUNT 10 OUNT 9 COUNT 9 9 8  ! - 8 . 8 7 i 7 7 6 I 6 i

6 5

5 -

5 4 ll 4 I i,_

4 ~-

3 3 3 2

1 0 l ~ ~" r:iI 50 55 60 65 70 75 80 85

% PAS~ING 1" SIEVE 90 95 100 2

1 0

25

~H 30 35 40 45 50 55 n

60 65

% PASSING '.;" SI EVE 70 75 2

1 0

0 5 10 15 I 20 25

~l 30 35

% PASS ING #4 SIEVE I

40 45 I I 50 SPECIFICATION LINITS 50-85% SPECIFICATION Lir'.ITS 25-65 % SPECIFICATION LIMITS 15-50%

CELL 10 l CELL 10 CELL 10 -

COUNT COUNT COUNT 9 9--i 9 8 8 -*- 8 7 7 7 -

6 6 6 5 5 5 4

JJ1 4 4 3 3 3 ~

2

~l 2 ~-

I I I I 1

0 n l 0 I 0 5 10 15 20 25 30 35 40 45 50 0 5 10 15 20 25 30 35 40 45 50 0 5 10 15 20 25 30 35 40 45 50

% PAS>ING #10 SIEVE  % P1,~S ING #100 SI EVE

% PASSING #40 SIEVE SPECIFICATION LIMITS 0-100 %

SPECIFICATION LIMITS 5-40% SPECIFICATION LIMITS 0-20% COMANCHE PEAK S.E.S.

FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 t!OTE: ALL (1001 ) PASSING 2" SIEVE SUR FACE WATER PIPE TRENCH 3ACK-JULY 31 , 1980 FILL - HISTOGRAM OF GRADATION LIMITS FOR CRUSHED ROCK FIGURE 2.5.4-53

Q

---

..**-*..*.... t,,U,J ~*

~

Zw ~ *!*:*

....**.* \7

~~****

~-

~

../.~**:~

....... ~y H2

~*!*/

........., O(h

~ ..:. :*

• .. .*.~': ...;...............

~-

• .~~*..*:*

BACKFILL ROCK 1't = 140 pcf 1't = 140 pcf LOAD/LIN.FT. SOIL* SURCHARGE* WATER COMPACTION OF WALL 1'w = 62.4 pcf ~w = 62.4 pcf Ko= 0.47 Ko= 0.33 STATIC

' ' 1

<H1~i-Hilf1> Ko41H. ~H:~, ~ (TcHc 1

<Tc= 400 psf 6KAE : 0.04 (SSE)

DYNAMIC <Ww ~- H!lfw) ~6KM 6K** H, o. 7[l 12 0( h leIHI] -

O(h : 0.12 O (SSE)

COMBINED ~<H~~t-H~~ 1 >0<o+6AE> "1<o+Mi.._>H, lr~H, U+0.82o<h> ~ <TcHc 1 He,= 2 FT Hc = 4 FT 0 03 2 AK.,. * {OBE)

• APPLICABLE FOR Hz 'SH, 1IF Hz> H,. Hz SHOULD BE TAKEN TO BE EQUAL 6KAE = 0.10 (SSE) och

• 0 .069 (oBE) TO H, SINCE STANDING WATER DOES NOT AFFECT THE MAGNITUDE OF EFFECTIVE STRESS. COMANCHE PEAK S E S O(h = 0.12 0 (SSE) *FOR UNIFORM SURCHARGE ONLY. FINAL SAFETY ANALYSIS REPORT 6K.a a 0.05 {OBE)

UNITS 1 AND 2 0( h a o.06 9 (oee)

STATIC AND DYNAMIC LATERAL EARTH PRESSURES October 14, 1988

CI RC. WATER 0

0 0

INTAKE STRUCTURE 0 l  ::. '!>

IB'

°'

lU

--EVAPORATION POND NO.

TO BE CLOSED AND ABANDONED IN PLACE 1- --i 00 0

l NIOQOO 2D

• I

• 17 TURBINE BUILDING AUXILIARY L .:- BUILDING

• • o _ j A I *'5 A'

~I C)

• t2

.2::

0 Ji 0

Q l'l

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• S?

I- oq:

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a:

0 Q

I 34 5 KV SW/TCHYARD *L

• 00 *~

~

lU

• *s 0

D D D ADMl.N.

BLDG

• ~

~ AMENDMENT 87 DECEMBER 18, 1992 NOT E: PERMANENT P IEZOMETERS NUMBERED

\ .--------------

COMANCHE PEAK S. E.S.

)

F RO M 9 TO 25 //\'STALLED DEC. 19 8 7 FINAL SAFETY ANALYSIS REPORT 21

• UNITS 1 and 2

_IB LOCATION OF P I EZOMETERS FIGURE 2

• 5

• 4- 55

I I

< b _,....._______

9

(

..,.._ _ C.E:MENT/BEN1"<:lN\TE uf<<:luT

.:J " ~<:-+--- t'i t.0, ~CHED. 40 PV~ R1SER u

~ .- .

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= _ ID '.Q" S Lei\ E.D ( 0\0 1~)

~~ . .a - - + - -

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i 1==:::::::::1:=:1.._--1---E. N c ?Luu 9

-'-------~____.._ _ ' - - - - - -...'__ or-_ _~ COl....O QA Do.. SA~ D W-4c ME.5~

PlE."Z.OME."TER DE.IAlL Amendment 67 February 5, 1988 COMANCHE PEAK 5.E.S.

FNAL SAFETY ANALYSlS REPORT UNITS 1 and 2 PIEZOMETER DETAIL FIG. 2.5.4-56

,_ - r- - N .. .. Cl. '4**- N * .. * '4 ** -

,_ r---r-- * ,_. -

c-

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-- COMANCHE PEAK S E.S.

-- - r-FNAL SAFETY ANALYSlS REPORT 0

I 6 10 !50 100 UNITS 1 and 2 NUMBER OF C. '1C.LE.S (N) . Cy c l i c 'i'ri axi a 1 Tes tin g Lr icJ g e1, o rt Limestone Amendment 75 November 18, 1988 l' iy, u r e ~'.5.4- 5 7