Text

Comanche Peak, Units 1 and 2 - 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)
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NEW MEXICO TEXAS NOTE: Other gypsum and/or anhydrite strata are known. to exist in the subsurface

. LEGEND 20" ctlJ Outcrops of gypsiferous formations x Anhydrite uplift 20"_., ldohytetal-mean annual precipitation Salt-Anhydrite deposition (j) Balcones Fault Zone cg) Mexia-Talco Fault Zone SOURCES:

A. A. Meyerhoff, W. Paine; "Interactions among Tectonics, Sedimentation and carbon Accumulation",

in Gulf Coast Assoc. of Geo!. Socs. Trans., 1970. Brune, 1965. U.S.Weather Bureau, *1965. OKLAHOMA City ARK. 100 zoo Scali In Mllet COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DISTRIBUTION OF GYPSIFEROUS FORMATIONS, ANHYDRITE UPLIFTS AND LOUANN SALT --------* FIGURE 2.S./-]f)

WEST ,, z )> (") °' ro )> (/) I c )> nn ;o 0 zmZ oz N Vl rrJ --l (") . Vl V> -l -< I 01 en )> m . V> .,, N ..,, )> --" z -0 I (""') c: ....... -I I w f:; m ....... ....... -I :J )> 0 ZN a.. (/) " 0 N (/) z l'T1 ::0 r;.n mm -0 . 0 (/) ::0 . -l ---cc-Modified after Baylor Geological Society Guidebook (1964), Fig. 3 EAST 0 1000' l..LJ 0::: u 0 I 0::: 1000' l..LJ a.. a.. :::> V') :::> 0 l..LJ u 2000 I .:: l..LJ 0::: u 0::: LU 3000' ....J 4000' 0 5 10 Miles Horizontal Scale 1-L&J L&J LL.. z -:c o... L&J c WEST O' 1000' 2000' CONTROL WELLS TERTIARY UPPER CRETACEOUS GROUND SURFACE , EAST AUSTIN CHALK itt

=tt I 3000' ::::::;:::::::::::::::::::::::::

LOWER CRETACEOUS 0 1000 Feet Horizontal Scale Modified after Lahee, Fig. 29 Structure of Typical American Oil Fields Vol. 1, 1929 AAPG. COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MEXIA FAULT ZONE CROSS SECTION FIGURE 2.5.2-12 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 ' 0 --INDEX MAP AREA .COVERED: BY THIS FIGURE 2!1 !10 MILES ---COMANCHE PEAK S. E.S. LEGEND / Contour on Basement 5urface FINAL SAFETY ANALYSIS REPORT ( (mean sea level datum) / Fault, downthrown side indicated lt!IO A Earthquake Epicenter

Well penetrating basement rocks, used for control UNITS 1 and 2 FAULTS AND BASEMENT CONFIGURATION FIGURE 2.5.2-13 HOWELL AND SCHULTZ (197!1) 2 >-!::: 4n z l&I .... 3 IC --_J ... _J I c (,) 0 IC M c 4 JI Q l&I k:: a 0 JI e GUPTA AND NUTT LI ( 19711) SAFE SHUTDOWN Ul'ITHQUAKE EVALUATION

1 STUDY \ \ \ \ \

__ _.__.___...__...__.____._

___ .....__.

_ __.. ........

10 zo 30 40 50 100 200 500 400 500 1000 2000 l'I -KILOMl!Tl!ltl 0 10 20 50 50 100 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 200 300 400 100 1000 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EARTHQUAKE ATTENUATION FIGURE 2.5.2-14 U'1 a. IS:I ISi N 01 lt1 . ISi :r ll I >-ISi l-. l'5il v :r l-.. U'1 :c a: l-...J a.. w l,,J c:::a t.. Cl U'1 I ::i a.. ...J ::i c:::a . Cl Cl :c :z U'1 L!l -:z L!l :z f!i ::l Cl ta >-.... aa*s I ae*h I-:z w mrt v I a:: LaJ 0.. :z L .. :z a: 0:: I-l.Il .. , 14 I !!! I 15d NI COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Pwr Sheet 1 of 25 FIGURE 2. 5 .4-1 r-. ISi Cl l ISi . ISi Cl .. :c ..... a. LJ 0 I a. . c :z Ul :z -Cl! CJ &:a U1 a. ISi ISi ISi ISi ISi ::r II >-t-v ..... U1 a: ...J l.J Cl Ln :::J ..J :::J Q CJ :s:: Ln -L!J :z :::J CJ >-I I II . I -N ISd NI

= . ISi m I ai Ill rt -ms*r; r-z w l!IS" t v a::: w CL ::z; z a: raa* I Cl:: r-Ul COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWI' Sheet 2 of 25 FIGURE 2

5

4-1 L11 a.. l'SJ l'SJ l'SJ l'SJ rrr l'SJ . N l'SJ ta II I >-ta t-. Dl v trl t-.. Lil :c a: t--1 a.. t.aJ w Q t.r.. c :r Lil 1 ::i 0.. -1 ::i Q . c c :z U1 Ul -:z t!J :z n:: ...., -CJ c [fl >-111* r Sl. 'I I-z w v a:: w a.. BS'B z ::z a: a:: I-U1 JSd Nl 553H15 COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PLOI' Sheet 3 of 25 FIGURE 2

5

4-1 i.n a. lSI lSI N N 1.t1 . n l""1 >-I r-lSI . v N I-.. U'l :t: a: .... -1 a. w w u.. Cl C1 U'l I ::J a. -1 ::J . c c :z l1l l!J -:z L!J :z El c co >-n*r! (,JS. t !-z w v ct: LU a.. BB' T :z :z a: ct: !-lJl sa*a J5d NJ COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Plill Sheet 4 of 25 FIGURE 2.5.4-1 Lil a. ISi ISi ISi ISi en N . M LO fT1 II ' >-t-. LO v ,.., -t-.. Lil ::c a: t-_, a.. w w Q 4. c::a 01 Lil I :::i a.. _, :::i Q . c::a Cl :J: :z U1 L!l -:z L!l :z ..... -Cl a CD >----

as* r sL*a 1--z w v a::: w a.. 2;i

2 :z :z a: a::: 1-U1 I . ii ISd NI 553H15 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWT Sheet 5 of 25 FIGURE 2. 5 .4-1 Lil a.. 8 ID l{) I'-. ll1 ll I >-r-t-. ISi v I.ti t-.. Lil :I: a: t-..J a.. L&J L&J 0 u. Cl D'l lJ1 I :I a.. ..J :I 0 . Cl Cl s: z Lil L!J -z L!J z a:: :I Cl Cl tD >-ll"h ll"E ll0t I-z 11.S"t w v ct:. L.J a.. n*z z z -a: ct:. ID"I I-Ln 11*1 ll"I *** I

ISd NI SS3M1S COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PLOI' Sheet 6 of 25 lJ1 Cl. ,.,, N 01 :r LO . f"' ,.,, l.t1 11 I >-:r ..... . -N v Li1 ..... .. lJ1 :::c a: ..... ...J a.. w w 0 LL. Cl en Ul 1 ::i Cl. ...J ::J 0 . Cl Cl :z lJ1 L!l -:z L!l :z a:: ;:J Cl Cl co >-Ii ' nn* a Sl.' t llJS' r r-:z s,* r w v a:: w a.. l!H I :z :z -a: a:: SL "fJ r-lI1 BS. fl ti I! I I I Ei l5d Ni 553tll5 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PIOI' Sheet 7 of 25 FIGURE 2 . 5. 4-1 lJ1 n. N N N N lt1 N . N lt1 lC ti l >-:r ..... . -:r v lC ..... .. lJ1 :r: a: ..... ..J a.. tJ l.aJ 0 I.&.. Cl En lJ1 l ::::> a.. ..J ::> 0 . Cl Cl x: z lJ1 L!J -z LO -z a:: ::> Cl Cl ta >-I ' I

N = f 5d NI ... t 19*1 t-z w 19*1 v a:: LJ n.. z z a: lh*a a:: t-Ln 1r:.*1 .... I * = I m .. pt 553M!5 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PLOI' Sheet 8 of 25 FIGURE U1 a.. rsa ISi 111 N lD l"'1 ,..... II ' >-lS1 I-. -lS1 v ,..... I-.. U1 :::c: cc I-_, a.. LJ LJ 0 c D1 U1 I .::J a.. _, .::J 0 . c Cl x; z U1 L!J -z l!l z a::: .::J Cl Cl ta >-n*t St.* r ms* r ..... z .St* 1 w v a:: w a.. n*r z z a: a:: St. *1 ..... Ul ll"I n*1 n*1 ISd NJ SSJM!S COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWI' Sheet 9 of 25 FIGURE 2. 5 .4-1 U1 n. lD ISi + LJ :r :r . N m 11 l >-.... v rn .... .. U1 :c cc .... ...J a.. LJ w 0 I.&.. Cl rn U1 l ::I a.. ...J ::J 0 . Cl Cl 2:: ::z: U1 L!J -z LO -::z: 0::: ::J CJ Cl to >-I I n*1 *** t-z w l!"I v 0::: w Cl.. z z a: lh"I 0::: t-Ln R"I I I . I ; I I .

ISd NI 553Hl5 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Pwr Sheet 10 of 25 FIGURE 2

5 . 4-1 Ln a. rl ::r LC I' . lt1 ::r rl ::r l II (Tl > . t-(Tl ::r v .. t-:c Ln t-a. ..J w w 0 u. c ISi Lil ' ::J a.. ..J ::J 0 . Cl Cl ::c z IJ1 l!J -z l!l z a:: :J Cl c tO > I . I n*1 lli"I IB"I lt."I t-z w l!l"I v a:: w a.. llS"I z z a: lh"I a:: t-LJ1 IE"I R"I 11 *1 n*1 I I i i II .

ISd NI SSJH15 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PI.DI' Sheet 11 of 25 FIGURE 2 * * -

U1 n. l"1 :r tD ...... . D'1 :r 1 II ...... >-. t-tD :r v .. t-::c U1 t-a: n. ...J LiJ LiJ Ca '""' Cl t5I U1 I :::J n. ...J =:J 0 . Cl Cl :I:: z U1 l!l -z LO z a:: :::J Cl Cl r:n >-II II I I * ** h ll"t n*t a*z n*z. ll" f n*1 lll"I *** I-z w v a:: L.J a.. z z a:: t-U1 f Sd Nf 553Hl5 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN Pwr Sheet 12 of 25 IJl a.. 151 151 151 151 . 151 lD lt1 lt1 I ll Ul > . t-:r -lr1 v .. t-:::c U1 t-a: a.. ...J L&J L&J 0 la.. c ISi ll1 ' ::J a.. ...J ::J 0 . c Cl s: z IJl L!l -z l!l z a:: ::J c c tD > n*1 lli"I n*1 11.*1 t-z w *** v a:: w a.. ll"I z z a: lh"I a:: t-Ul IE"I IZ."I " .. n*1 I i I

ISd NI COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PLOI' Sheet 13 of 25 FIGURE 2

5

4-U1 a.. ISi ISi Ltl :r [IJ . 171 lt1 I II lt1 >-. ...... [IJ lt1 v .. ...... :c U1 ...... a: a.. _, L!.J L!.J 0 La.. c ISi lll I =:J a.. _, =:J 0 . c Cl 2:: z U1 L!l -z UJ z a: =:J Cl Cl tC >-ff "h 11.S"t 11"£ z a*t w v a:: w a.. n*t ::z z a: a:: m*r U1 n*r a*1 n*1 I

f Sd NI SS3M15 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PIDI' Sheet 14 of 25 FIGURE 2

5

4-1 U1 [J.. lD ISi + ISi w . Ul ..... l 11 lD >-. t-:r -..... v .. t-:c U1 t-a: a.. _. l&J L&J 0 la.. c ISi lJl l :::J a.. _. :::J 0 . c Cl :c % U1 l!l -% l!J -z a:: :::J Cl c ta >-I I .. , IEi"I * ** lt."I t-z w v a*1 c:t: w Cl.. m-. z z lh*t a: c:t: t-U1 lt"I R"I 11 *1 *** I I I a I .

15d NI COMANCHE PEAi< S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS-STRAIN PWT Sheet 15 of 25 FIGURE 2

5 . 4-1 151 . m ,.... ' l"'1 . ,.... ,.... .. :::c I-a.. LaJ 0 151 ' a.. . CJ z l!l z a:: Cl tD Ul a.. 151 151 151 151 151 lt1 11 >-I-v I-Ul a: _, LaJ La.. CJ Ul ::J _, ::J 0 CJ s: Ul -l!l z ::J CJ >-I I Ill f Sd NI 553HJ.5 I a I .. n*i s1.:1 15* T st* T n*r s1.:1 15*1 sz.*1 *** COMANCHE PE AK S. E. S. t-z la.I v a:: la.I a.. :z z cc a:: t-U1 FINAL SAFET".I ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 16 of 25 FIGURE 2 . 5

4-1 U1 a.. 151 151 151 ,..... lD . lt1 ,..... N l 11 N >-. I-lD -N v .. I-:::c U1 I-a: a.. ...J t&J La.I Ca ..... Cl ut l ::::J a.. ...J ::::J Ca . Cl Cl s: :z U1 l!l -z L!l z a:: ::J Cl c m >-n*t .st.: t IS" t t-z n: 1 w v ct:: w a... .. , z z a: ct:: Sl."I t-lJ1 I 5d N r COMANCHE PEAK S. E. S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 17 of 25 FIGURE 2 . 5

4-1 l.11 CL. CSl CSl CSl [IJ CSl lD lt1 fT'1 I II m >-. ...... ::r fT'1 v .. ...... :x: l.11 I-a: a.. _J w w Ca Lr.. CJ l.11 l ::i a.. _J ::i Q CJ Cl ::c z l.11 l!l -:z L!l z 0::: ::i Cl CJ tll >-I! = m ISi ISi = m

1\1

ISi m 15d NI ***i ae* I es* t i!h. I I-z LJ v *i

1 a:::. LJ a.. ... , z z 19*1 cc a:::. I-Ln e*a lh"lil IZ.'I 11*1 = m

m II! * = ISi

m ' = . Ill COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 18 of 25 FIGURE Ul a.. lr1 :r lr1 :r . lr1 r-:r M I II M >-. t-IJ] -M v .. t-:::c Ul t-a: a.. ...J w w Ca 1£... Cl Ul l :J a.. ...J :J 0 . c Cl E :z: Ul l!l -:z: l!l :z: a:: .::I Cl Cl tD >-n*r 16°1 n*1 11.*1 I-z w 19*1 v a:: w a.. ll"I z z a: lh"I a:: I-U1 lt"I lt"I II *1 n*1 II . i II

ISd NI COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 19 of 25 FIGURE 2 . 5 . 4-1 U1 a. LD ISi + M La.I . lt1 lt1 l ll M >-. t-:r -lt1 v .. t-::c U1 t-a; a.. ...J LiJ La.I Ca u. c U1 l ::i a.. ...J ::i 0 . c Cl s: z U1 L!l -z L!J -z a:: ::i Cl c ta >-n*1 lli"I n*1 1c.*1 t-z l.tJ l!"I v Ct: l.tJ a.. ll"I z z a: *** Ct: t-1.11 lt"I ll."I 11 *1 n*1 14 I I I I a tSd NI 553M.l5 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 20 of 25 FIGURE 2

5

4-1 lJ1 CL. ISl ISi ISi ISi ISl . LD N lD l ti N >-a--lD v a-::c lJ1 a-a: 0.. ...J 4J 0 u.. Cl lJ1 ' ::i 0.. ...J ::i 0 Cl Cl ::I: z lJ1 l.!l -z l.!l z Ct: ::i Cl Cl to >-= = I Ill I . . Ill * * .. *

Ill

II In m r-ISd = Ill Ill 11'1 NI o*z. 1a* 1 19* 1 .... t .I-z LJ ll.. t v a:: LJ a.. ... , z z a: 11&"1 ct: .I-U1 1s*1 lh ** 1z.*1 .... = =! ISIL .. Ill .. .. Ill

Ill Ill Ill .. m .. Ill 'Z l"'I N .. 553Hl5 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 21 of 25 FIGURE 2

5

4-1 Ul a.. ISi ISi :r N . :r ' u ll'1 >-. t-M -v .. t-:I: Ul t-a: a.. ..J w w 0 L.. CJ M Ul ' :::i a.. ..J :::i 0 . CJ Cl :c z Ul l!l -z L!J z a:: ::J Cl CJ tCl >-= .. .. Ill m = = .. . m m Ill m m D1 m ,... f Sd .. m Ill "' NI 11*9 111*s ... h t-z w v a:: w a.. *** £: z z a: a:: t-Ln ***t 11* 1 .... Ill

m = .. IS! m .. .. .. m .. m :r l'1 N .. 553CJl5 COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 22 Of 25 FIGURE 2

5 . 4-1 U1 a.. m m m :r :r D'l N l " ll1 >-...... CD N v ...... :c Lil ...... CI: Cl. ...J w L.J 0 l.&.. Cl fT1 Lil I ::l a.. ...J ::l 0 . Cl CJ :I: z lJ1 L!l -z L!l z ct: ::l CJ CJ l'D >-II! = II! = m .. m

m m :r Pl f 5d NI = N n*z 19* 1 19* 1 lh* I t-z w IZ. t v w 0.. 11* 1 z z a: 1a*1 t-Ln 19*1 lh*I .... = Ill II! Ill Ill

m

Ill .. * .. *

N COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 23 of 25 FIGURE 2

5

4-1 U1 a.. ISi ISi ISi i-111 . m lD I II 151 >-. .... m lD v .. t-:c U1 t-a: a.. _. l&J LtJ Ca r.... c :r U1 I ::J a.. _. ::J 0 . c Cl s: z U1 l!l -z l!l z 0: ::J Cl c ta >-I -I * ** h ll*t **t m*z n*z 113*1 .. , 115*1 *** t-z w v a:: w 0.. z z a: a:: t-U1 15d NI 553H15 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 24 of 25 FIGURE 2 . 5 . 4-1 U1 a.. ISi ISi ISi ISi ISi . ISi lD 1.11 N I II N >-. r-1.11 N v r-::c U1 r-a: CL. -I w t.iJ 0 Li.. c lD U1 l :::J CL. -I :::J 0 c c %: z U1 l!J -z L!l z a:: :::J Cl c tll >-= I I Ill Ill =

Ill .. Pl N N Ill = 15d NI ... , 16 ... as*a at.*a t-z L.J 19*1 v a:: L.J 0.. al"I z z a: lh*r a:: t-Ln at**

.... n*1 I = Ill *

et Ill COMANCHE PEAK S.E.S. FINAL SAFETY /\NALYSIS REPORT UNITS 1 and 2 STRAIN-STRESS PLOT Sheet 25 of 25 FIGURE 2

5 * -1 ri u z .. w . CJlll N. t-'.J o-... z w ! Cl :i ... a: IJ 0. < 0. T Q -( I O'. u t:) z Cl w N 0. t-0 -Ox 0 :i ci: 0 '1 (') c::i z l _'l I_' \-_:: i .. , -__ i!-. l -j,' +, H t* -r-+ j',j_ -'--1_----, __ . :::: -J r r Lr' -i ' -T L --. --. I I -'j-1-----1 --4 ! ------'--; 1---*--+-*,___ 1----+ . -f -I 1----j ---_! '-J.-----1--+-;. ... ->---. .. --'-'--+-,--+-*---* ... ---+ : ,_[ --1---. , I --l ---r-+ , . .µ_ -----'---'--

-I ._ ; ;_j_; _ _ .._ -t--* --... -i -'--*ill-. --+ --+-j -L --'--'-'----+-t _j. -l -* -J _1'-i :_ *-I-.. '----'-----r-[ ,_ . -+ 1--

--1 t J_ r -I "j_ 1-----!-* *-*--.. * ---F --_.,_ r --*-*-----'-----=1

1.-If -*-*-*t--. -"------***L---r----1*-r-----.... --*-r--1--.. r ** ... i !i*-i-t* -i i. i i' ' '

--i ---f-----1* ---

... i_tL ----*-., -" ,_ __ --_,___ Boring No. P-25 _ 1_-=!J .. 11_j "1. 1 *--+--+--+---<

--.---t-+-+---t ,---Depth: 64.0'-65.0'

l+t---d-1t ----._::j: *-l _::_::-=--=.-1*--= iIT: f: *-=. ---__ ,_ _ CLAY STONE _:: *tTl+-11. ! ----, ----r----l ---------->--*-+JI 11111! ! I IL' I 1f+111---tt-, 1-:j 1---! 300---T--1--*rr-1 -------*-**--* _ 1-1 .-_-__

Triaxia1 shear Test j J J_ _ -__ -'--* _____ ---( 20 0. PSI Back Pressure)

.

---i--_,_ . ]-! . ---_,_ T 1 + __ _ Confined Pressure 30 psi : . '-l __ ( -r -. I H-t r i-. -_1 --t---1-[+/-i---+----t ,_ -1... TJ HT' . , i *-1 . ---f -f* : -i-+-'--1-1-, __ --'-1---i--1-H--t--l-i-L* 1-1 -It-I ---1----j -f---\--1,T1 !--,-1 =1n' . * =m

--,_ . ---1\W r---I-,'--; , ---1* '-1-H-*-----r -*-ll 1-j . ---ir i /i l t-j-1-*r-' ----j-* -j----* --->---'--+ l+/---L ----f-j-_._ '.

L !-!l--" J .. ! _; _! _t -*:11 -: --1*ri1r1-1T-! ,-::_J---T1-1-=+: _______ :1;! ,1,_ i --1f--: 1-, : 11J* J_ ---t ... = .= .. :=t+/- J:: -Lt -i. -_;_ t ; :.

i u P< -J i. -. 'l If **f _j:-**1_j_ _____ _,_ _____ H--* --'--! :. !.-1 -T :------j*-,*--1-1-:-----1-,-:--+---t--t-I I I I ' 1---1--_; I i 'T ;-*-:-r-i' '1' i '! l *. lJ *1 1 i*. '** 11. -I Ji* I \l i i1* -lrr:-=:= :t.----*-r-11= =r.:+=1 + .; J ... --* __ 1 i I :-i=:.-1-, \--. -j I. T \I -11\---* **t-+-t --!--1 *----1-j . '-1-11 r+J**1:* I*: i 1+1! : ! t1--11. _,_ *1->---11'-11 1--"-r-: r-1-1 -, t ! !-: 84 t c+--i: *=r*+-* *.-----t.=' _ -t_ ---

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-+-l--+-+-+-+-+-+-+-1--+-

l,-i_ 1-+* i I I .. I 1*1 ' I I r--+-rr-r I! ! I

""" """ co C7'I I 0 N (JI I ...... N I SURVEY S/L CLUSTER UNITS 1 & 2 CLASS I 0+00 5+00 P-8* SEISMIC PROFILE 2 SURFACE WAVE SURVEY PROFILES* BORING NUMBER * .AMBIENT MEASUREMENT LOCATION I I I I \ I SCI(( !JI n:n COMANCHE PEAK S. ES. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLOT PLAN GEOPHYSICAL SURVEYS FIGURE 2,5,4-14 Amendment 67 February 5, 1988 i N T PLANT NORTH N 9900.00 .. SLOPE ;. .* *---+-------------*---------------------1---------**----------*--*-*-*-i.:::::: :::::* SLOPE N 9800.00 TOE OF SLOPE

I CONCRETE PAD

REFERENCE:

TEXAS UTIUTES GENERATING

COMPANY, FIGURE 2.4-40, "PLOT PLAN, DRAINAGE DITCHES LAYOUT",

MODIFIED FOR: AMENDMENT 1, JUNE 15, 1978 SCALE 0 20 40FEET 0 0 ci 0 0 2 LEGEND s-1A0 SOURCE BORING L-i LISTENING BORING TURBINE BUILDING 0 0 0 0 Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLAN AND LOCATION OF POST -CONSTRUCTION CROSSHOLE SURVEY BORINGS FIGURE 2.5.4-14A I I I 9 --f-+---ii I I I! '"

5+00 !" STATIONS OtOO 1+00 2+00 3+00 4+00 6+00 7+00 8+00 9+00 10+ 00 10+45 /GROrD SURFACE I I I I I -*NlERSECTION WITH SEISMIC PROFILE 4 I I I I I I I I I I -I -_1---f--J

___ L __ J I ' ' I I 2000 JOT/SEC ' :WOO FT/SEC ---T -....! I I I ----I ---r-I I 500-0 ---I I I I ------1-5')00 Fi-1s;;_-I I 1.,+-t I --1-I 11-T '"'°o;mm I 1 7'0 7'0 COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 srn:m PROF I LE l FIGURE

.050 SP STATIONS I 5+00 NORTH I BORING M-3 z 0 > 725 w _J w 700 6+00 i=' w w w u <! LL 0::: ::::> (/) 0 z :::> 0 0::: l? 3 0 __J w CD I I-a... w 0 TIME (SECONDS) 10 CASING 20 301----40 50 9600 FT/SEC 60 70 80 90 110 1-------4------+---\----l-------I 0

1401-------+-------+-------1 CLAYSTONE ZONE GRADES TO CLAYSTONE CLAYSTONE ZONE CLAYSTONE LENSES CLAYSTONE ZONE CLAYSTONE ZONE CLAYSTONE ZONE CLAYSTONE ZONE CLAYSTONE LENSES CLAYSTONE ZONE CLAYSTONE ZONE 1-w w Lt... w (.) <( LL. 0:: :::> (/) 0 z :::> 0 0:: (.!) 3: 0 _J w fD :r: ll.. w 0 0 10 20 30 40 50 60 70 80 90 100 110 120 TIME (SECONDS)

.005 .010 .015 .020 OF CASING , 10,600 FT I SEC 0 TIME (SECONDS}

0 0 . 010 .020 .030 .040 .050 I ' l 10 BOTTOM OF CASING TRENCH \ 0 f Bor1og \""'"l 20 \ Ml5 Face) Face I-5'--1 I-5*-j l l-11' 11 '-l 0 30 \ \ PLAN VIEW t-w w u.. 0 Vertical Face w 40 \ \ \\:;;\

\\'e\\2'\'\§\1 u o:t u. a: Ground ;:;) <n Surface Cl TRENCH (CROSS SECTION}

z: 0 :::;) 0 50 \ \ a: (.!:) 3: TEST SETUP FOR PRODUCING HORIZONTALLY 0 GENERATED WAVES ...... w al :J: t-0 e Q.. \ \ ...... 60 Cl 0 70 Shear Wave \,

\, Velocity wave velocity 4,200 Ft./Sec.

80 0 11,000 Ft./Sec.

e \ \ 0 90 Amendment 67 100 February 5, 1988 COMANCHE PEAK S E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 UPHOLE SHEAR WAVE SURVEY <PRIMACORD METHOD) BORING M-5 FIGURE 2.5.4-21 0 50 f-w w LL z -w u <( u... 100 0::: ::) (.[) 0 z ::) 0 0::: 0 3 150 0 _J w co I f-CL w 0 200 GAMMA RAY (COUNTS/SECOND/INCH) 40 80 120 160 200 0 RESISTIVITY (OHMS PER I NCH) 100 200 300 400 500 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING P-10 FIGURE 2. 5. 4-22 GAMMA RAY (COUNTS/SECOND/INCH) 0 40 80 120 160 200 0 50 I-w w LL z w u <l'. LL 100 0:: :::> ([) 0 z :::> 0 0:: c5 3 0 150 _J w CD :r: I-Q_ w 0 200 RESISTIVITY (OHMS PER I NCH) 100 200 300 400 500 ..r-r _ .. :> . .......____

__ / ==-'<;;.__ c:;... "-----COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING Dl-2 FIGURE 2.5.4-23 GAMMA RAY (COUNTS/SECOND/INCH) 0 40 80 120 160 200 0 50 I-w w LL z w L) <l: 100 LL.. 0::: :::::i UJ 0 z :::::i 0 0::: 0 3 150 0 -' w CI) I I-o_ w 0 200 RESISTIVITY (OHMS PER INCH) 100 200 300 400 500

.....__ ----i"' :r. .___.. f :. _....-COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING DI-BA FIGURE 2. 5. 4-24 0 50 f-w w LL z w L) <( 100 LL 0::: ::::> Cf) 0 z ::::> 0 0::: 0 3 150 0 _J w CD :r: f-(L w 0 200 GAMMA RAY (COUNTS/SECOND/INCH) 40 80 120 160 200 0 RESIST IV !TY (OHMS PER I NCH) 100 200 300 400 500 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING DI-9 FIGURE 2. 5. 4-25 0 50 I-w w Li... z w u <t 100 Li... 0::: :::> c.n 0 z :::> 0 0::: 0 3 150 0 _J w CD I I-Q_ w 0 200 GAMMA RAY (COUNTS/SECOND/INCH) 40 80 120 160 200 0 RESISTIVITY (OHMS PER INCH) 100 200 300 400 500 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELECTRICAL AND GAMMA RAY LOGS BORING M-1 FIGURE 2. 5, 4-26 96' EJ EJ G 79'5 G 767°1* llCli'I" 794'11* 4 ... 0 7&4'7" 772' 7* 798' I 7g'53* 0 7'67'1. 794*7* 786'1* Amendment 67 February 5, 1988 .., Clncott I STWCTUUL IACD'll.L II SUUCTIJUL l'OU1'DATIOI L__j UCAVA.TION SllVICS Ptn D (Clnce>at I IACDILL)

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

COMANCHE PEAK S. E. S. FlW.. SAFETY ANALYSIS REPOO'T UNITS 1 and 2 PLAlll VIEW PIJJCT UCAVATIOI'

{___

N E.L. &051*0" LIMIT OF Q UJ WALL. \.J e,)e,15.00 F.I. E 10,7\ \. '25 vHLO!Z..INAilON eLOGt. PLAN \'CM 5t.l..E.\iTE.0

'NE.LL M.A':i.\MUM.

4" iOP OF OOMPE.1E.N1 (TW) EL. 7551 (jf cu1 10 bE. VE:.'..lflC:O b'f GiE.OL00\151 IN F1C.LO. SECTION A-A 45TA'TION 0+00 TO 1+ 50 N.T.CO.

r e.x1oi1N<q

___ ,_ --t:._ ------SECTION B-B 8 1'2

lt.CoeloTANT 4-

1+50 TC

'2+1<:> N.1.S. MARCH 31, 1980 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNIT 1 and 2 SERVICE WATER INT AKE CHANNEL CUT 8 FILL FIGURE 2.5.4 -28A

O<X V>>< 1----4-------------------------------****----------1-------t--------

- - - - ----**---****--------------------

NOTES: ELEV. OEPTli J'fO'l.E GENERAUZEO LITHOLOGY FT .MS.l IFErn ..... oo-ISO -ao .... 100 :::::::::

LNUTONI INTUUIEOOEO Wmi Cl.A TSTC><< LMESTOHE Cl.AYSTOHE HnAllEOOEO WrTH LIMESTONE

..-100-.... LMESTONE

.... 120 160

LMESTOHE l'iTEABEOOED WITH -Cl..AYSTOHE

-180 -200

SANDSTONE NTEABEOOED WITH Cl..AYSTOHE AHO LMESTOHE

-600--220 -:-:-:-:_;;

-= 240 ATION lX 0 a: z 0 z §; ... SEISMIC WAVE VELOOTY CFEETtsECONOl 2000 4000 1000 1000 10000 12000 '4000 . =* /;. -. . _. 4 I A -,,. .. * . ** ** ** ! II' .. .. * * ** *

I = .::: . ll EXPU.NATDH /;. A jl 4

SHEAR WAVE VELOCITY

... CCMPRESS<<:>HAL WAVE. VELOCITY 11J SEISMIC WAVE VELOCITY PROFll:E IS FOR ILLUSTRATION PURPOSES ONLY. THE DATA PLOTTED IS THE AVERAGE VELOCITY.

12J NO CORRECTIONS ARE APPLIED FOR REFRACTION PHENOMENA.

C3J THE OBSERVED SCATTER IN P-WAVE VELOCtTY ABOVE 1115 FT. MAY BE DUE TO REFRACTION PHENOMENA AS THIS ZONE CONTAINS SEVERAL THIN LAYERS OF CLAY STONE. (THIS At:>APTED P'"R0"1 i:<e.r:

GEOPHYSICAL LOG I IOAINQ l*\4 I OEPTli ELEV. !FEETI FTJ,G.; _ .... aoo-

! ; l;

.:_*

-; *;. :;:;.c.

£--=-:::

.;::.;::

-.:.!: *--250 1 GAMMA, API APPARENT, GICC 3 13 CAL.FER.

IN. ***t-.. t::r::::c

=

.:.;:;: ;*-.:::;:-

-

12 RESISTMTY, OHM 40 80 -October 14, 1988 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GENERALIZED SUBSURFACE PROFILE AND SEISMIC WAVE VELOCITIES FIGURE 2.5.4-30A (SH 1 OF 2)

NOTES: ELEV. DEPTH ICICV'CI

.,I FT.,MSL IFEETl l'"I -$.VC)STC><<

HTE.AllEOOEI>

Wrtl1 ... $00---

320 -::::::::::::

.. ---.---3 4 0 -::--;::.:::;: 350 CL.AYSTOl'E

-300-... ... 520' ATION 1000 SCLSJ.CIC WAVE VELOOTY IFEETtSECONOI

OOO *ooo tOOO IOOOC 11000 wooo -, -, =1 I I I r I -I I I -1 EXPLANATQN

SHEAR WAVE VELOOTY A CCMPRESSOW.

VELOCITY 11.1 SEISMIC WAVE VELOCITY PROFILE IS FOR ILLUSTRATION PURPOSES ONLY. THE DATA PLOTTED IS THE AVERAGE VELOCITY.

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 TO REFRACTION PHENOMENA AS THIS ZONE CONTAINS SEVERAL THIN LAYERS OF CLAYSTONE.

GEOPHYSICAL LOG I IOl\IHQ S*V. I OEPTl-1 ELEV. tFEETl

_,_ 5 320-1--:

=-

340-=.=4.,..

._

.==-:.

3so-

-"-300 --520-250 1 GAMMA. API APPARENT, G/CC 3 13 0 12 -----CAL.FER, IN. RE5'STMTY, C>IM October 14, 1988 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GENERALIZED SUBSURFACE PROFILE ANO SEISMIC WAVE VELOCITIES FIGURE 2.5.4-30A (SH 2 OF 2)

VIEW LOOKING EAST GRADE .........

.* .. *. ** . . . . . ......... .. . * * * * * * ** *** * * * ***** * * * * * * * * * * * * **************************

* * * * * * * * * * * * * * * * * * * ***********

* * * * * * * * * * * * * * * * * * *** * *************

LEGEND

LIMESTOI£

-a101 o" SERVICE WATER INTAKE STRUCTURE

-1ao* a" CLAYSTONE COMANCHE PEAK S.E.S. CATEGORY I BACKFILL FNAL SAFETY ANAL Y5'S REPORT UNITS 1 and 2 SERVICE WATER INTAKE Amendment 67 CATEGORY I BACKFILL February 5, 1988 2 s 4 31 -*----* ______ _: ____

.....,.

J * * * --. Q ... CATEGORY I ELECTftlCAL DUCT BANK SERVICE PLANT GRADE VARIES VARIES ------""'-----

, _______ , ____ _ D WATER PIPE TRENCH CATEGORY I llACk'.FILL D CATEGORY I llEDDING D I I ---------------

PLANT GRADE 2' a* MINIMUM J_ ELEVATION Amendment 95 February 2, 1998 VARIES VARIES COtilAHOE P£Al U.S. FINAL SAFETY ANALYSIS REPORl lHTS land 2 TYPICAL CROSS SECTIONS CAlEGORY

I BACKFILLED EXCAVATIONS

*

J * *

ELEVATION B05 *6 CONTAINMENT ELEVATION 793° 3" REACT CR ELEVATION 768'11" LEGEND COMANCHE PEAK S. E.S 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 ELEVATION 768' II" CON TAI NM ENT ELEVATION 793' 3" TOE OF SLOPE ELEVATION 784' 7" _f \_F COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Amendment 67 February 5, 1988

l

--**------------

_-__ -_-__ --_-----------------===-

==-=--=-------

_-____

__ -__ -_----==-=------

--_--__ -_-_-__ _ 180" s ---------------------------------

!

<

I Hu} CLAiSTONE FRACTURE INDICATOR COMANCHE PE AK S_ E-S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FRACTURE MAP UNIT I REACTOR WALL FIGURE 2 5_4-34 2tl--

--D D FRACTUllC lllllCATOR COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS IEPORT UNITS 1 and 2 FRACTURE MAP UNIT I CONTAINMENT WALL FIGURE I I I I :zs, I I o* I I I 4 I I I I I 6 I I I 27 13 I I I I I I I I I I I I I I I I I I 26 I 25 24 I I I I I I r I I I I 12 I II 10 I I I I I I I I I I 2l 22 I I I I I I I I I I I I 9 I 8 I I I I I UNIT I PHOTO GRIDS I I I I I I I 21 I 20 I I 90 CONTAINMENT BUILDING I tCBl-l-28)

I I I i I 7 6 I : I I I I 270° CONTAINMENT BUILDING I (CBH-28)

REACTOR CAVITY I :st lift (Cl-RC-1-21) 2nd Lilt (Cl-RC 14) I I I I I I I I I I I I 19 I 18 17 I I I I I I I I I I I I I I I I I I I I I 5 I 4 I 3 I I I I I I I I I I I 21 I I I I I I I I 16 I 15 I I I I I I I I I I 2 I I I I I I I I 14 28 1eo* 360° I I I s I COMANCHE PEAK S. E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PHOTO GRID UNIT I ONTAINMENT AND REACTOR WALLS FIGURE 2.5.4.-36

' -----1 **. *_. .;.:** REFERENCE FIGURE 2.5.4-36 CONTAINMENT WALL PHOTO # CB-1-1 CONTAINMENT WALL PHOTO #CB-1-2 CONTAINMENT WALL PHOTO #CB-1-3 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 1 of 21 FIGURE 2. 5. 4-3 7

... -.... l I . . , .,.I, ...;,..-.

-:.:. *: -*-.. *-. ---.r I' ...;_ ** REFERENCE FIGURL 2.5.4-36 CONTAINMENT WALL PHOTO # CB-1-4 CONTAINMENT WALL PHOTO # CB-1-5 CONTAINMENT WALL PHOTO # CB-1-6 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 2 of 21 FIGURE 2 . 5 . 4-3 7 REFERENCE FIGURE 2.5.4-36 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 FIGURE 2. 5. 4-37 REFERENCE FIGURE 2. 5. 4-36 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 FIGURE 2. 5. 4-37

.* -.... .. Ir!<

.... ) , ' I a..iM11111 REFERENCE FIGURE 2.5.4-36 CONTAINMENT WALL PHOTO # CB-1-13 CONTAINMENT WALL PHOTO # CB-1-14 CONTAINMENT WALL PHOTO # CB-1-15 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 5 of 21 FIGURE 2

5 * -

REFERENCE FIGURE 2.5.4-36 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 FIGURE 2. 5. 4-37 REFERENC.E FIGURE 2. 5. 4-3 6 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 Sheet 7 of 21 FIGURE 2

5

4-3 7 REFERENCE FIGURE 2.5.4-36 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 FIGURE 2

5

4 -3 7 REFERENCE FIGURE 2.5.4-36 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 FIGURE 2

5

4 -3 7 REFERENCE FIGURE 2.5.4-36 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 EXCAVATION PHOTOGRAPHS Sheet 10 of 21 FIGURE 2

5 . 4-3 7 REFERENCE FIGURE 2.5.4-36 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 FIGURE 2

5

4 -3 7 REFERENCE FIGURE 2.5.4-36 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 FIGURE 2

5

4 -3 7

r ,. .... _ r REFERENCE FIGURE 2.5.4-36 REACTOR WALL PHOTO # Cl-RC-9 1st LIFT WALL PHOTO # C1-RC-10 1st LIFT 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 FIGURE 2

5

4-3 7 REFERENCE FIGURE 2.5.4-36 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 EXCAVATION PHOTOGRAPHS Sheet 14 of 21 FIGURE 2

5

4 -3 7 REFERENCE FIGURE 2.5.4-36 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 15 of 21 FIGURE 2

5

4 -3 7 REFERENCE FIGURE 2.5.4-36 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 Sheet 16 of 21 FIGURE 2

5

4-3 7

l REFERENCE FIGURE 2.5.4-36 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 UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 17 of 21 FIGURE 2

5

4 -3 7 REFERENCE FIGURE 2.5.4-36 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 FIGURE 2. 5. 4-37 REFERENCE FIGURE 2.5.4-36 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 of 21 FIGURE 2

5 * -

REFERENCE FIGURE 2.5.4-36 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 FIGURE 2

5 . 4 -3 7 REFERENCE FIGURE 2.5.4-36 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 Sheet 21 of 21 FIGURE 2

5

4 -3 7

810 802 799.5 810 i ( I \ 793 ' ' 796

. 790] 780 LEGEND ZZZZZ SAND BEDDING Q BACl<FILL AMENDMENT 22 JUNE 12, 1981 COMANCHE PEAK S.E.S FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLAN PROFILE OF SWI U.S. STANDARD SIEVE SIZES r--l --:-::-----I 0 J.H!l13M AS ll3SU ----Q a'10:) 1N3"' -*------------

--o II') 0 f' ---* ! Cf) uJ 1**'.:hl I > I Ld I u:i ! Cl l i !' ::; ..... I <i: ! (J) I I (() I *_') Oz:gL -9iQI 'v -I I I t; I I I I I l I . ! ' I I 1-;-1-i-ll

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ci ! " I ; , I ! , , i I ' ____ l __ ! __ J . l L: ! I I I I C:J ! -:-o-.: ----.--! I '"' l -____ ! z I I I I :,: br: I 1'. \,.. __J . __ .!

I I I l (/) I Lu I I i ! 1 I ( j...J Cf) w > w v) 0 a:: <{ 0 z <{ I-en ((} :::'.'I o;£ 9 ot.-c;2 01"8( OffO<; 9-iOI 1* ZSI 2"£02 o*vc;z Q<;O£ IL .. , S? t> 'i.i u ti (".) CJ) _J 0: N-----.; U) .c lJJ *. ...J a. Q) rn CD 0 0 u :c U)

PERCENT COARSER BY WEiGdT c (/) U> --1 l> z 0 )> ::0 0 U> (Tl < (Tl U> N (Tl U>

0 Q "' N "' 0 = 2 .... "' ,., 36" 24" 18" 12" a" 4" 2" I 30": 21": l!'i": 10" I 6" I I I\/£ I I I ' I ' , Hole No. I I Sp!s No .. Depth I Legend kl l i I t I f " I l U.S. STANDARD SIEVE SIZES "' 0 N ..., oi 0 "' ... <t ,..: <t <t 0 .... --: 0 0 0 5/8" 3/8" 1/4" 31,4' I l/t* ' I I I 4 ' JULY 27, 1978 AMENDMENT 2 PL Pl I LS I C!assl1scctkm

SUBJECT COMANCHE PEAK S.E.S. -!---...... ---*---* I FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 I I CYCLIC TRI AXIAL TEST PROGRAM a=----r-SAMPLet4 GRADATION

-= -1 0 8 -t= <I I-en u I-u I.I.I ..J ID w 0 (/) II 0 LU a:: w u I-<I <I -w :i -"' Q. (,J Q. u... Q. 0 0 :<!. ID 0 w 0 :I: ci (.) N CD z a:: -II a:: 0 z .._,, .

'-' 0 I() 0 I() 0 I() 0 IO 0 0 ,._ I() (\I 0 ,._ I(') N 0 (\I --0 0 ::) 0 0 0 0 0 0 0 0 0 0 (U!/U!)

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 z 0 s (/) u .... u UJ ..J LrJ LrJ I{) W II I-C> a: (/) < (/) x: UJ < z u: --u .... r'l Cl. Ill w ...... Cl. J: u . 0 u z -0 II II o en "'IS u < )o 1..,j 0 0 N 0 (U!/U!) 0 I{) 0 tO N ci 0 0 0 I{) ...... 0 ci 0 I{) 0 ci I{) N 0 ci 0 0 8 0 0 CJ) -LLJ ..J (.) >-u L&.. 0 a:: LLJ al :E ::> 0 z -

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 2 OF 4 0 0 0 I-(/) u << t-N u w u ..J UJ UJ I() 0 (J) -It UJ Cl w a: 0 _J w z (/') 0 (.) I-0 ->-(/) t-(/') (...) w Cl -w Q.. -LL w 8. 0 0 w (/) ,._ 0 0 0 :r a: CD u -z -Cl " II a: :E z UJ i::i 0 UJ 0 ...J )o lb --()....

CD u o__ :t ::> 0 z I* ' --0 ' Q 0 I() 0 I() 0 I() 0 I() 0 N ,._ I() N 0 .... I() (\J 0 ---0 0 0 0 0 0 0 0 0 0 0 0 0 NIW!S 31snoa 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 SHEET 3 OF 4

§ -z 0 F (/) -u c,j il: I-(/) (.) l.tJ ...J w UJ 0 en I-a:: <( (/) (/) 0 w 1.1.J 1.1.J 0 ...J I-CJ (/') ...J >-CJ >-<( a:: w er -c:z: -Ill a.. a u Q. Q. 0 0 l.tJ 0 30::,....0 N II 11 . 0:::

w en :I 0 '-z -. 0 in 0 IO 0 0 in '-6 0 0 IO C\I 8 N ,..... N 0 0 0 0 ci 0 a 0 0 0 0 0 (U!/U!)

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 NORTH 860 840r--------------------------*---a2or-----------*--------BOOr----------780r--------------------760 r--------------*-**--*----------*--------740 r------------720 700.------680r----------------------640 620 GLEN ROSE *-------------------*-------MODERATELY TO SEVERELY W(l\THEREO ROCK OCCA so1:141_L y -------______

_IQ_A

_____________________ _J ------------____________ . _______ _j ........ -*-*-***----*------*--------------SOUTH 600.------------------+4-------E----------------*-*----------580 540 Refer to Figure 2.5.5-5 for Location of Cross-Section KEY

[;]SHALE OF FOUNDATION MAT (JJSANOSTONE'r-

-1.f>PER LIMIT OF WEATHERED

-TO-FRESH ROCK WHICH DOES NOT CONTAIN SOIL LIKE ZONES. TWIN 200 scale MOUNT A INS FORMATION CROSS SECTION A-A1 0 200 400 I feet Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CROSS SECTION A -A' FIGURE 2.5. 4-40 860 EST---------------aoalkG.J>_...__ l 840 ----------------

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

800t-----780r---------760i-------------;g__ ______ _ 740 I-w 720 w I.I.. 70 z 0 680 w _J w 660 640 620 000 500 560 LEGEND 0 SHALE KEY: LIMESTONE CLA'l'STONE BOTTOM OF FOUNDATION MAT Refer to Figure 2.5.5-5 for r71 Location of Cross-Section 80.J SANDSTONE LIKE ZONES. CROSS SECTION B -----------EAST-------BORING P-6 }--Amendment 4 January 31, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CROSS SECTION 8-81 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 ! ! 1 TOTAL SWELL ' ' ' ' I I I I I I I I I I +-+-+-+-+-i_-+-._._-+-..__,_.__._._.++-:-
0 +-+-!-+-1-+-'
0
2 -+j -+-!--+-+-+-+-
0
4 0
6 I i I 0
8 -+-+-+-+-+--l-<-+-+'--1---<'-+--'_._I i--+-+-+-i'
...............

......
I I I I l 1 : i l/ v I I I ' ""
I I ! I I / I I I l I/ I I ::i:::
+4: ( l )
(2) J I ! 0 -1"-t-.-tt--t-!-+-+-t-+-+-+-+-+-+-i-+--+-1--+.-+-+
1 I LIMESTONE
( 3) ! I I I i I l ; ; I ! I i I I ' ! i ! I I I 1 i J EXAMPLE (Hypothetical)
Equivalent slab thickness
= 2' Claystone layer is 1.0' below bottom of slab and is 1.5' thick Total heave at top of slab = heave at "A" minus heave at "B" =0.17"-0.08"
=0.09" 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 j I I I *1 1 Amendment 67 February 5, 1988 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EFF'.ECI' OF CIAf STCNE rn FOUNDATION FIGURE 2. 5. 4-4 3 5 4 -lZi -1 0 ----.... --.... -_,_ --... TYPE MATERIAL
-BEDDING SAND KEAN RELATIVE DENSITY = 90.551 STD. DEV. N = 18 ,.._ -= 7 .11 801 RELA MINIMUM TIVE DENSITY ALLOWED 48 50 52 5'1 56 58 60 62 64 66 68 70 72 74 76 78 80 e2 81\ 86 PB 00 % 100 102104 1C6 RELATIVE DENSITY Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RELATIVE DENSITY TEST SUMMARY FOR BACKFILL I ELEC. MANHOLES ND OU K FIGURE 2.5.4-44 25 --20 >--:z; ->--,_ 5 -0 88 90 'J2 94 96 TYPE MATERIAL
-CRUSHED STONE < 211 SIZE MEAN COMPACTION
= 102.51% STD. DEV. = 4.76 N a 108 957. COHPACTIO N ALLOWED MINIKUH I 98 100 102 104 106 103 110 112 114 116 118 PERCENT COMPACTION Amendment 67 February 5, 1988 COMANCHE PEAK S. E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST SUK'tARY FOR BACKFILL AROUND CATEGORY I CONDUIT FG.ff 2.5.4-45 10 9 --8 --7 ..... -:or< -6 _ ... 5 _,... 4 --3 .... 1 -78 80 82 84 86 88 90 RELATIVE DENSITY 92 ')4 96 Amendment 67 February 5, 1988 TYPE MATERIAL
-BEDDING SAND MEAN RELATIVE DENSITY = 90.104 STD. DEV. = 6.85 N = 40 80% RELATIVE DENSITY MINIMUM ALLOWED 100 102 104 106 COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RELATIVE DENSITY SUMMARY FOR BEDDING AROUND CATEGORY I PIPELINES FIQff 2.5.4-46 10 9 .. 8 ...... 7 cs -Cf.I E-1 Cf.I 4 -i:i:.. 0 i:ir::: 3 1'1:1 :z: 2 1 TYPE MATERIAL
-CRUSHED STONE < 2" SIZE MEAN COMPACTION
-102.104 STD. DEV * = 3
94 N = 29 95'%. COMPACTION MINIMUM ALLOWED PERCENT COMPACTION Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST SUMMARY FOR BACKFILL AROUND CATEGORY I PIPELINES FIQ.ff 2.5.4-47 40 = I 20 10 0 -... -I-.... -I-C4 86 88 90 ')2 94 NOTE: Accepted Values Are 95% TYPE MATERIAL
-CRUSHED ROCK < 2* SIZE MEAN COHPACTIOH
101.251 STD. DEV.
4.46 N
134 951 COMPACTIOR MINDtUll I I 1 93 100 102 104 106 108 110 112 114 116 PEUCENT COMPACTION Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FNAL. SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST SUMMAR FOR BACKFILL AROUND THE SERVIC WATER INTAKE STRUCTURE CELL COUNT CELL COUNT 16 12 8 4 0 50 55 60 65 70 75 80 25 90 100 % PASSING SIEVE SPECIFICATION rn*rrs 95-100% 22 20 18 16 14 12 10 8 6 4 0 25 30 35 40 45 50 55 60 65 ?G 75 % PASSING #JC SIEVE SPEC! FI Cl\ TI ON Llf:l'S 25-60% CELL COUNT CELL CCU NT 40 36 32 28 24 20 16 12 8 4 0
_
50 55 60 65 70 75 80 85 90 95 100 3 ING #8 s I EVE SPECIFICATION LIMITS 30-100% 20 18 16 14 12 10 8 6 4 0 0 10 15 20 2s 30 35 45 so %
Jl:G #Sf' SI£[ SPEC: L .\LL (lOU:l) P.\SS!flG 3/8" SIEVE CELL 20 C0UNT CEtl r.0*Jrn HJ 16 14 12 10 8 6 4 2 4U 36 32 28 24 16 12 G 4 0 50 55 60 65 70 75 80 85 90 95 100 3 PASSING #16 SIEVE LIMITS 50-8G% 0 10 15 20 25 30 35 40 4S 50 3 PASSING #100 SIEVE SPECIFICATION LIMITS 2-10% COMANCHE PEAK S. E.S. JULY 31, 1980 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 BACKFILL
-HISTOGRAM OF TION LIMITS FOR BEDDING SAND FIGURE 2.5.4-49 CELL Ii l CELL 10 -COUNT COUNT 9 8 7 6 6 5 4 ;L. 3 i 2 1 j 0 50 55 60 65 70 75 80 85 90 95 100 50 3 PASSING #4 SIEVE SPEC! FI :A TI ON LIMITS CELL 10 CELL 10 COUtlT COUNT 9 9-8 8 7 7 6 6 5 r 5 4 4 3 3 2-11L 2 1-1 0 I I 0 25 30 35 40 45 so SS 60 6S 70 7S 0 % PASSING #30 SIEVE SPEC! LIMITS 25-60% --I I I I i __ , 55 60 65 70 75 80 85 90 95 100 % PASSING #8 SIEVE SPEC!f!CATION LIMITS 80-100% I s ' l -.------r--. 10 15 20 25 30 35 40 45 so I PASSIMG #50 SIEVE LIMITS 10-30% flOTC: .\LL (100%) P.'\SSH!G 3/8" S!EV: CELL 10 I COUNT 9 8 7 6 5 50 55 60 65 70 75 80 85 90 95 100 % PASSING #16 SIEVE SPECIFICATION 50-85% CELL 10 COUNT I n ![1 I I I I I I I I 0 5 10 15 20 25 30 35 40 45 50 % PASSING #100 SIEVE SPEC I FI CATION LI!1ITS 2-10% COMANCHE PEAK S.E.S. JULY 31, 1980 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DUCT BANK BACKFILL LIMITS FIGlflE 2. 5. 4-50 CELL COUNT CELL COUNT 10 9 8 7 6 4 14 13 12 11 10 9 8 7 50 55 60 65 70 75 80 85 90 95 100 % PASSING l" SIEVE SPECIFICATION 50-851 6 . 4 3 0 __ L_ __ -** ----. o 5 lo 15 20 ts 3o 35 40 45 50 % PASSING #10 SIEVE SPECIFICATiON LIMITS 5-40% CELL COUNT CELL COUNT 10 9 6 7 6 5 3 2 1 0 -***,-20 25 30 35 40 45 50 55 60 65 70 I PASSING ';" SIEVE SPECIFICATION Lrnns 25-65% 10 15 0 2'5 30 35 -404'550 % PASSING SIEVE SPECIFICATION LIMITS 0-20% NOTE: ALL (100%) PASSING 2" SIEVE CELL COUNT CELL COUNT 10 . !1 llh rn n l4 13 H is 8 7 i 3 2 5 10 15 20 25 30 35 40 45 50 55 % P/l.SSI NG #4 SI EVE SPECIFICATION Lltl!TS15-501 1 ' 0 -+---*-, +--,--.. , ... ___,..--r--
--.------.
0 5 10 I5 20 25 30 35 40 45 50 % PASSING #100 SIEVE SPECIFIC,\TION LIMITS 0-10% JULY 31, 1980 COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CELL 20 COUNT 19 CELL COUNT u 15 14 13 12 11 1 50 55 60 65 70 75 BO 85 90 95 100 % PASSING l" SIEVE SPEC! FI :A TI ON LIMITS 50-85% !L 13 17 16 15 H 12 lb 9 i 1 5 10 15 20 25 30 35 40 45 50 55 % PAS>ING #10 SIEVE SPECIFICATION LIMITS 5-40% CELL COUNT CELL COUNT 10 9 8 7 6 5 4 3 2 0 25 30 24 19 18 17 13 12 lb 9 4 1 0 0 5 NOTE: n 35 40 45 50 55 60 65 70 % PASSING lz" SIEVE SPECIFICATION LIMITS 25-65% 10 15 20 25 30 35 40 45 % PASSING #40 SIEVE SPECIFICATION LIMITS 0-20% ALL (100%) PASSING 2" SIEVE 75 50 CELL COUNT CELL COUNT n 16 15 14 H lb 9 . 8 7 t
10 15 20 2 5 30 35 40 45 50 55 60 % PASSING #4 SIEVE 25 24 23 19 o-16 -15 14 13 12 g 4 3 2 -SPECIFICATION LIMITS 15-50% _,_____.____.
_ _,__ ____
o 5 10 1s io 25 30 35 40 45 so % P.%S!NG #100 SIEVE SPEC!FIG.'ITICN LIMITS 0-10%
JULY 31, 1980 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DUCT BANK TRENCH & MANHOLE BACKFILL
-HISTOGRAM OF 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 i 7 6 I 6 6 5 l 5 5 -4 4 4 l 3 Ii 3 3 l r:iI ,_ 2 2 2 I 1 1 n 1 0 0 0 I I I 50 55 60 65 70 75 80 85 90 95 100 25 30 35 40 45 50 55 60 65 70 75 0 5 10 15 20 25 30 35 40 45 50 %
1" SIEVE % PASSING '.;" SI EVE % PASSING #4 SIEVE SPECIFICATION LINITS 50-85% SPECIFICATION Lir'.ITS 25-65% SPECIFICATION LIMITS 15-50% CELL 10 l CELL 10 CELL 10 -COUNT COUNT COUNT 9--i 9 9 8 8 -*-8 7 7 7 -6 6 6 5 JJ1 5 5 4 4 4 3 3 3 l 2 2 1 n l I I I I 0 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 % PASSING #40 SIEVE % #100 SI EVE 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 SURFACE 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 .. *.* ....... ..* .. *.* ....... ....... . * ..... H2 O(h ..... .. ... , .... .. : .. :* .. .. ___ ,.... ... . . *. .......
.. *:* ..................
. . ': . ..; ........
. BACKFILL 1't = 140 pcf 1'w = 62.4 pcf Ko= 0.47 <Tc= 400 psf ROCK 1't = 140 pcf = 62.4 pcf Ko= 0.33 6KAE : 0.04 (SSE) O(h : 0.12 O (SSE) LOAD/LIN.FT.
SOIL* SURCHARGE*
OF WALL STATIC ' ' 1 Ko41H. DYNAMIC <Ww H!lfw) 6K ** H, COMBINED "1<o+Mi.._>H, He,= 2 FT Hc2 = 4 FT 6KAE = 0.10 (SSE) O(h = 0.12 0 (SSE) 6K.a a 0.05 {OBE) AK.,. 0*03 {OBE)
APPLICABLE FOR Hz 'SH, 1 IF Hz> H,. Hz SHOULD BE TAKEN TO BE EQUAL och
0.069 (oBE) TO H, SINCE STANDING WATER DOES NOT AFFECT THE MAGNITUDE OF EFFECTIVE STRESS. *FOR UNIFORM SURCHARGE ONLY. 0( h a o.06 9 (oee) WATER COMPACTION (TcHc1 7[l ] o. 12 0( h le IHI -
U+0.82o<h> <TcHc1 COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 STATIC AND DYNAMIC LATERAL EARTH PRESSURES October 14, 1988 L .:-A C) .2:: 0 Q .2:: S? I-a: 0 Q > lU CIRC. WATER INTAKE STRUCTURE 0 0 0 0 °' lU --EVAPORATION POND NO. TO BE CLOSED AND ABANDONED IN PLACE 1---i I "
2D *
17 I I 0 l'l
I oq: 34 5 KV SW/TCHYARD D NOTE: PERMANENT PIEZOMETERS NUMBERED FROM 9 TO 25 //\'STALLED DEC. 1987 l TURBINE BUILDING
L
D IB' ::.'!> .... 0 00 AUXILIARY BUILDING 00 * *s DADMl.N. BLDG 0 **o * *'5 l NIOQOO
t2 Ji AMENDMENT 87 DECEMBER 18, 1992 _j A' \ .----------------------
21 * ) ;* _IB COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOCATION OF PIEZOMETERS FIGURE 2
5
4 -5 5
\{> u.l er § 9 --. .._ ... -" .:J .
I I < b _,..... _____ __ : ( . ... ..,.. __ C.E:MENT/BEN1"<:lN\TE uf<<:luT ., ..
t'i t.0, 40 R1SER u Ii ..... BENTCNl\E.
'5EAL I' I; , , ' I , .. 3" OORE. Ha LE.. -, * = _ ID '.Q" S Lei\ E.D ( 0\0 .. a--+--'5C-H ED. 4o PVC.. i 9 1==:::::::::1:=:1.._--1---E.
N c ?Luu
__ '------'
... __ or-__ COl....O QA Do.. D W-4c PlE."Z.OME."TER DE.IAlL Amendment 67 February 5, 1988 COMANCHE PEAK 5.E.S. FNAL SAFETY ANAL YSlS REPORT UNITS 1 and 2 PIEZOMETER DETAIL FIG. 2.5.4-56
'-....../
Q <{ Q{ o.4-tJ) If) o:?> w c:i .VI o:z. 0.1 0 N .. ,_ --r-,_ r---r--* ,_. --*----. t--r-------*--. f---------*-. 1-r-*---------*-r ------*--,_ .-.-**-----t-r------*--1---*-.. -. ---*-* ------------I .. Cl. '4**-N * .. * '4 ** -* c--U Ht I I I I I II I -f--1* 1111111 I -H1111111111 I -r--I I 11111111 I r---.. r--.-.. -->-I -t-. I SPEC.IFIC.A TION r I I 9"1'""1""
--*-I -" GS-6
.. .--*--*tttW!!fmtt-
...... ., .... _ *--*-. *-* ..... -... I ' I I' r .. -. --1---i' @ -l"r---r-,... - *-...,,.. _ -.. --r-----r NO &TRAii-AS
-b!!VELCrE.O
' -. -c::>1..>i:Q....a G lfftttt1 r mnn TTTTTTnnnr
-mttmUilltttt
---TEST @ -..... -.. \ ----,_ ------,. I fl--... .. --. *-I -----.. --1---* I .. '! I---**-: -r--* 1 ---. -*---------r-*-,.. , __ ----I----r-->-r .. -r-r-I, --........

COMANCHE PEAK S E.S. ---FNA L SAFETY ANALYSlS REPORT ---r-6 10 !50 100 UNITS 1 and 2 NUMBER OF C. '1C.LE.S (N) . Cyclic 'i'riaxia 1 Testing Amendment 75 Lr icJge1,ort Limestone

. November 18, 1988 l' iy, u r e

ML16180A438

Text

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