ML16180A438

From kanterella
Jump to navigation Jump to search
FSAR Amendment 107, Figures - Chapter 2, Part 2 of 4
ML16180A438
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 02/01/2016
From:
Luminant Generation Co
To:
Office of Nuclear Reactor Regulation
Shared Package
ML16042A346 List:
References
txx-16006, CP-20160003
Download: ML16180A438 (119)
v • d • e


Text

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

--::-~-

~~*;;

Subsurface Salt-Anhydrite deposition (j)

Balcones Fault Zone cg)

Mexia-Talco Fault Zone SOURCES: A. A. Meyerhoff, W. Paine; "Interactions among Tectonics, Sedimentation and Hydro-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 Ml l et 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

~I

)> (")

°'

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- --CC:c"-_-:_~~:-~~:t_q%_~~~;~f~-

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 l-o...

L&J c

WEST O'

1000' 2000' CONTROL WELLS TERTIARY UPPER CRETACEOUS GROUND SURFACE EAST AUSTIN CHALK itt i~o~b~i~~= =~~~~= =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

\\

\\

\\

\\

\\

7.._~~-'---'--'--..._ __

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 553~15 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 553~15

=

ISi m I

ai Ill rt

- ms*r; rm*~

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

s~*e 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 553~15 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

--~l 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 ll 0 t 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 553~.LS 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 553~15 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 *553~15 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 553~15 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 SS3~1S 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 STRAI N-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 553~15 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 553~15 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

~z 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_-- -

..:: ~~g

- -=t-=. :::: ~ '=':::~::-+

I

~f -J r r Lr' -

i ' -T L - -. - -. I I -'j ---- 1 --4 !

--- - -- '- -; 1-

--*--+-*,___

1- ---+

~. -f -I 1 - --

-j - - -

~

'- ~f. J.-

-- - -+-

.... ->---. ~-, ----.. -

- '-'- -+-

,- - +-*-- -*... - - -+ : ~,_[

I

--l

- --r-+,

.µ_ --- --'---'---

I

._ ~ -

;_j_; _

_.._ -t - -*

- -... -i -'- - *ill-. -- + -~

- - +-

j

- ~-- +

' L - - '--'-'- -- -+-t

_j. -l -* -

J _1'-i :_

I-

-- ~'-.. '-

~ - -

- - '-- -- - r- [,_. - + 1-

~'- -~f'. --1

--~ t J_ r -I "j_

- ~ ~- 1-- -

- -~ *- --!- * *-*--.. * -- -F ~.-

-- _.,_ r - -~ ~

-- ~*-

~

~

~~ ~ =1

  • 1.- If

-*-*- *t--.

      • L- - -r----

1* - r-1 -

  • -- ~ - -
  • - - - - -*-r- -.. r **... i !i *-i-

._:: ~_-- J t*

~,=_ *_ t::: ~ ~J-~ 1 -- ~- ~ tt-_ - _::~=4~t -~- -

i

i.

i i

'=-=t-~rJ d* f -H_::

--i -

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

-,- ~=ffi

... i_tL

-- -- *-., -",_ __ -- _,___ Boring No. P-25

_ 1_-=!J.. 11_j "1. ~ 1

  • --+--+--+---< -

.---t-

+-

+- --t

--~-----+

- Depth: 64.0'-65.0' ----l+t- --d-1 t

- - --._::j: -.~ *- ~t+ - _:: l _::_:: -=--=. -1*--=

iIT: f: -lf

-*-~ ~ =tl *-=. ---__

,_ _ CLAY STONE

_:: *tTl+-11.

! f~fl _

- - ~-- - ! - --- -r- ---

l -

+JI 1 1 1 1 1! ! I IL' I 1f+1 11--- tt-, 1- : j 1-

- i ~ 300

-- -T-

-1

- -* r r-1 - --

1-1

~

,n-1 r 1;: -;

  • - = 1 -1_~1 *- +m

~ >--~~=r =- ~.-_- _ t-~ ~ -__ i_:--.---i~~ ~ -- -- =~~-= Triaxia1 shear Test j il~

.~ J J_

~1-- _ - __ ~:~:.-1_::- _,--~-.:;.:-. _ - '- -*

( 20 0. PSI Back Pressure).

'. -~J-_l_

-- -i--

]

~ -.--~1

- -t-

~ - ~ --

_,_ 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* :

1 ~ -1 1--

i- +-'- -

1 i -*- -* - - ~, __

--' --i-H- -t --l-

- ~'-

i 1 -~-- i-L* 1-1

~

- I t-I - - -- -j -f- *~ i-

  • -- ~, -

--\\-

~

i-- -H--'-- -'--~~ -1, T 1 !--,- 1

~

-- f -~

1.-~~- - Jt: ~L+~~) !.' =1n'.

.:_c ~=~, ~tl * ~ * =m L~

1 1 t+/-

.,~=~ -- ~~ f::rb *1~J)-r

--,_. ~ --- ~l-l+/-

Jtc~- 1\\W r -- - I-, '-

- --1* ' H-*- ----r - -~---*-ll tlF~ljJ--t-=4:..

1 j. - --ir i /i l t-j *r-' --- - +~ j -* -j--- -* --->---'-

- + l+/---L ----f-j- _._ '.

  • L !- !l--"

J..

! _; _! _t

  • 11 -:

-- 1 *r i 1r1-1T-

!,- :: _J-- -T1-1-= +: ___ ___ _ ~ - --J ~~ l -*' _:, ~r -r -:==~=~i- : 1;!

, 1, _

~ i ~ I

-- 1f- - : 1-, : ~ 11J* J_

- It~ --- t... =.=..

-- -~ = -="=--=~: *-:-:=t+/- ~

-, ~l=i+

-- J:: -Lt -~=.::'_1t.t_J -i. -_;_ t ;

.: i u P<

-J i.

. 'l I f **f

_j: -

~

- : 1 1

    • 1_j_ _ _ __ _ _,_ ____ _ H--* --'-

- lt

  • -- ij_j

- ~ - f:. ! :. !.-

1 -

T j*-,*- 1- ~-

-- - --1-,-: --+---t--t-I I I I '

~-

1- - -_; I i 'T ;- *-:-r-

-~

i'

'1

' i '!

l *. lJ *1 1 i*.

11.

I~ -I Ji*

I \\l i i 1* -lrr:- -~ ~= = =:= ~ :t.--- -*-r-11= =r.:+=1 +

.; J

... 1+~ --~* ~-,

  • __ 1 ~ i I :-i=:., \\- -

j I.

T

\\ I

-11 \\--- * **t-

+ - t -- !-- 1 -~ 1 *- ~ - -- j 1-l~-

' ~ 1 1

r+J**

1 I* : i._. ~-H--~

-i 1+

1

! \\

1

- ~

t 1

1

1.

,_ *1- >- - -1 1

'- 11 1--"-r- : r-1,

t !

- ~ !-: 84

~ t c+-

-i : *=r*+-* *.- -- - - _f;.*~* t.='

-*~ _ -t_

-!-+~it

- :r+ ~i_~ _: ~~ -~ -b~- f~J*_~=r~ -

t~i-L~.-~_:_: 1fj:-_-ir31

          • .{1--1.,.'Jtt.

(/)

I -

- - - 'L -

+-

r -

-L l-I-} -t* - - --1 -w-' +j-; H--1 1

I t-I

  • 1* -!- --t-H l ; ' -H-'---

~ -. !

t

- J* -

L j'.. - - - -

.. - -f---t-

  • --. f--i--- -l

'-i- +- + ' -+ '-:-r-ti+-t-t' 0

' I '

j. - ' - - -+ ---t

- H I l--- ---

1-- 4--- -' l

-4 ~ ~ I

' I.

~ -

ioo

- *--- !~ l -

--=-~~~t--J

--it--- -- --

1- :--.::-.:.H-

, _. -_:-f ~-1

-f=i, __

-+-2 ~.::l

-~f -: U~ =t l : f --d~

-.-i 1

1 1

1 r

. 1

- 1, t* l I t-l-f '-'- *--- +-l-

-t- -f - -~ **-.- --* -- -- ! _,

fj *l.--,J '**

- +:- ~

1 i. : l:

GJ

-1_ - l +j +, --

- 1

~ -

.. --~ r +- l - 1:

i

. !1 ** r.. 1

'.::,__ --~,__ _tJ!-~ * ~- -1 rt**c-_'- ={= ".::'.::'":: ::+ - -*

=-

  • _._ -.::.:::.=!Tr ".:: ** r- *=::::.-+=.J-i. -fi:;-i:t-r~-r:-

__ j

---r-1*-L-- ** i---*

  • -+ -,-- 1--*-*---"--t- **--'--- 1-I --!* -*-- + !, --**
~* -- 1,.

I r*i, ; J i 1-- -- i - -*

... 1--L

- *---- ----r-- --1

  • - ~-
  • -- ~ ~.- t*

1 --1 -- l * -r i-

-- -- -- - -r-I l..

! -. - - -- -*t

- - -- -- - '- --. - t-

  • - -rt--+- -. ~+ + ~ H -

I - ~ -

.~. - -. *-

L I - 1 I I -

t- ~-

- *I -*-.. *- --- --

--~

l-l-

'. I : : J ; ~ -j ~-

.. ).. -

l

~*1 1 {- i-i

- f-- ~ 1': i

~ - ~ Fl' -

~ -

j t--,-

I

  • -r. -r - -~L-+-

F l i-.+ 1- ~

' -+ - + -1 f :

---r-- -'-- -- --*-

-- 1 1 '-

  • -*- -- - -t r r -*-~ H-1 --f*---r-w+ *J__s

--- _*-"_:: :r-*--1--,-

f-- -

I-1= -', __

-~

i -l-1t->- m*- : - ~--~-

    • -- --i-1-ri,

- -* - ! -~

l ---- -

  • -l--

) __ i_

-l*-- ----- -r-+-1-*-- *t*-tJ -- -,'*,, -t--r-

-L-1

- 1 !!,J-t-i-*~!

~ ~~ = : ~

~ - -r--- -1* 1- -

-11~--

--1-:

~, _:_= r-1--*- -~+=t+- - -

~ t- ~~:t=r- - ~l --:i ~J*i

*
-t L l

~,__ -:_-~-- - '=l_ ~ l ~ _ ! j

  • 01 1 ~ ~ -1'
  • 0 2

~ l Jj.::l ~

  • Q 3 l 1-t- -(-- " "

I I I

I ', I '
!: ; _

! -I --

- --l J j j *-* ,J --., *~-*I.' t_ 1 +1- --1 I i1ioi1

--+ _,___ - l-+--1--4---1--+-4 ~

t '.

_ -l j strai n in inches/inch

+---+/-~

COMANCHE PEAK S.E.S.

-L I ~: ~- - -

--i-- -r*1

~q = -,_ i fl- _1

=--=- =~

1

~- 4 -*--~. 1. - t->-

FINAL SAFETY ANALYSIS REPORT

- I *-

t' 1- -- f-- _rl-Tit* t- -++ 1

"-l - -- - -

_j__

UNITS 1 and 2

~~ r. j _ f Jt ~ 1 1

',,l **

- 1 J.. * ;:'

=er.~ -~ * : ~ +.

TYPICAL STRESS-STRAIN CUR\\IE

- i

-_ - -r -I - I 1-

:. ---1: -- - --J~ l'--IAYSIDNE 1

-*I i) l l -

1 1

---1-* - l - J ---------

i I

I

_J

-i.

-+

I -

FIGURE

2. 5. 4-2

KOLM...,

Samples Saturated With 200 PSI Back Pressure Saturated, Undrained Test CLAY STONE

.c MOHR STRESS DIAGRAM

(,)

c -

G>

~

0 :s O'

Cf)

CD

"'O c:

s v

0

/

a..

I

/

~

v I/

U>

/

0'=30° Cl) w v

CI:

~

~

v c-1 16°

!/')

./

v I

/

J I\\

~--

I/

r..

I'-

~

2.--

1 4 - "' 6 IF COMANCHE PEAK S.E.S.

30 l:)S i

~

\\

5 _._

i 11 FINAL SAFETY ANALYSIS REPORT 3

I I I I

UNITS 1 and 2 100 200 300 400 500 600 MOHR DFAGRAMS STRESS -

Pounds /Square Inch CIAYS'IDNE SAMPLES FIGURE 2.5.4-3 U51NU1tl

~~ h-1-1--+-+~-+' ---1 --

_L_L I H--~tt*

I :+=:=1-1+ *++++++-h.<+.A--hf-+-l-+-+

i

._ '- -f-t-I t_

- -~+

+- '-r+r-+-- -~,_,_ -- +-t+--r+- i -:- -1..,..l+-.l-i I v j

i

~ -_ ~ '"++-'-

1 1 1

J'--r- -

  • -+-r L_i-t-I

-+--- +r*.;-* +-+-+-+-*-tl-l--+A-~--+-+-+-+-+-+-

1 TT!

r1 * '

, -t7*-,

- - --*, *-r- -

i i'- -

-.+ --**r'-.

.I' : _ __ 1 I *,-1-jj--1-1**-i-;.... _J_:_v __,

v

~=~-~-+/---r-+-; Lj--*--~~t-~~=-!~

1

+- ---h _ _J_i+/-~-::ftrf

+ ~-~- L -- 7 *J.~ "1 1 -+-+ -- _- - ~1-*.

~-'--

+,. ! *H ~

-- -~ +-~

.~ - 1++- ---.:.-. --r--H +-** * '

' 1 t --*-- - --

3 0 0 0

'--!..-i.-- + -+_,i-+-

Lc...+-

1 1

" i_; -t-t<A--t--,f--t--.f--/ +-+-+--1-++ +-+-+-+-+--1-+-1-1--1 I I i I

I I

I I/

I i

r -i --l-J-.

--f+-1-:--~~

  • -L-~- - l-t-

' ---r-r*-+-+---l--1-tl i

  • t, - -W--i-

-~

  • '-T- + _*,-' -h-J-,

i

-- -~

~. - --\\* _ __._.

r v - --t - - - __.. Lt-t- +t -~- H-~t- - r l-f-H-* -r 1

+- '*-t-- Lilt 1 ++1---l-+-+-1

r--- - -~ -~+-- - --1~-1-t

-tr * -! -H-t*-i - >-++-r -

-,-~~ r i* i*--I/\\ "J - ~ * - -

1 I

    • ----tTL'.::"+1' **' - i-~ '

' -t

-'-~

- ~+- + 1-+

' _l -1 7 --- - J ---

t-++-t-+-+-+-+-+-+__,_,f-++-1-+-l-l-*-+' _ 1 r ++

1

  • v*

~

~-- - ---- -~

---~...... +~ *+--:J_i( _ j-~~+/-L--+-

. t-

+-+_ j--++

-+--.-+-+

~*-lf:-~tj

  • ~~~~~~~~-1-+-+

!, ~~~--+-+-+. --+-4--1---l-+

1

--r-.

1

++-r~-- / 1 I

- "- -~ -

4 '1 I

'+ -L+!.. -J- *+ - l--j- +-++ -+-1-1---+-++-l *+*-.... -.. C-1->--

,__ _ _ l-+-*+-1-+-....+-1-+-+-l--1-+-+-+l--+--I-+-+

I

- j" ""h,. -t+t -~+

, +, -H-++-+-+-11-~-

i l-+-+~H-+-t-l-f-++ +-._-l 1-+-l- ~~1- -...

7 ~ "+ - ~ - :-r- -j-rr-f..

..,- I f-i - +-+++-J..... - -+ - +--+-I-+-~--+-+-+--!

1-+--+-;-+-+-t +-+-+-1-++c...1-+-+-+-+-+ f--- ** --t-t-t -t-1r-t--t-+-W~+-+-+-t-++--1-+--i-+-+-+-+--+-1-+-+- +-+-+-+-+-+-+-+-+-+-1-+-+-*-+-+-+-+-+-1 I

I

. T 1 l I I

I 1

~- -J- +

--1-f- __ I t,.J 11

'---'--t-*

j J+*--- *-'-....,--, 7---+

10 0 0 -* --

--~ -- -F+t----------'-*- *;j ~ -

-* r-H+ *+- -------.-}, ~-=+-

.:=.T-l-l-ff+-.. - --- t=t::t---r- -i -,; :- +

'- ~ -

.J. ~+-

+-- ~ - ~ -. ~ -+-- -+

1-+--l-+-+l-+--L I

I

  • I I *+-µ' T
  • -1-L-~+- '--l-

-~-.\\-

'J t '*

~ =~-=-l ~-r ~+-~~ ~t=._ +/---t-L -t J-

~

- *- +i ~H-l- - +-~- -+--- --t--j-f -f /, n,

_J Cf

_)

I-+-+-!-+-+-+ +-+-+-l-+--+-1-+-+-+-+-I I - 1 Ji I

- -~.: + 4-+-+-++'-1-+-+-+-+-

I/

I/

' " "'--hl-+-l-+-+-+-+-

1 i 7

f V.

I J r-1'1 ~ I 1-++-+-+-+ -+_+._14

_ f-++-1-+-+--+-+-l---1il~"'-¥-/Wf+-Hl-++-+-+-

I/ I 0

Boring No. 9 Depth:

32.6'-33.5' LIMESTONE, VERY HARD COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS VS. VERTICAL STRAIN USING SR-4 STRAIN GAGES FIGURE 2.S.4-4

-

  • 0 2 --+-!-- +-4---1-- -

0 -

-+-+--+-+--+-

-+-+-+-+->-+

. 0 2 1-+-~'-~

  • 0 4 -

.. 0 6 -'- - --~. 0 8 I

1.' l

r -rT 1

T

._- +--+~-l--+-*+~+-+--+-+-+-+-+-++'-~--1--+-+--l-+_:;-_++-~+--++~_;-_~

._...+-_L_L I

-+-

--+-rr i +*_:;-~+:;-_;:-~L-++-~+-_,_**._-1i:=-.:::-::~:;:-_:-_;l-+-

+---l-+--I

.. -r-+-+-+-+-+-*+-+-t- +--+-+-+-+1-+- +-+-t-,1-+-+-+-+-+*- S T RA I N IN PERCENT - - *-** 1,---..._.__._..._. +-+-+--1*--++-+-+-1-+-+-+ +-+--->--+-~

._._4-+-1-1. +--+-+-+-+ _, - - -

~--

- ~

I I

1TTTT I

II I

J"i.

I I

1 I

I I I T T

TT-+-->- '-1+-+-+-+-+-+-+--1-+-+

I

4-- -+--f 1--+-++-H++-i-+-+-H-+--1--4--l--1--4--+-W1-1----l-LI.-L-L.l I I, f t-+-,_+--+-+-t- - * -t-~~-+--+-H-+--t-l-+++--!-+-+-+--+-+--1--1-+--l--l--l-1---+---W-1--_j_Ll-'!T_-H-t----t-t-+-+--+-H-+-+-l-++-H-l--l-H -* --- ~

I i

H---r'"Hr--t--+-H-+-t-H--t--Hf--t--t--H-+--+-H-+--l--1-+--+--l---l-+--l->--+--l--l--WJ-LL-t+-t-~- -

-f--+-+--'--'-----'-+ -+ _ -+-+- <-+-+-1--+-+--+--+--<

t-t+-t-t -H-t-t-HH-+-t+J-++-++++++ +-l---l--1--1--+- +-W---l--U--l-4--1-LLl-t-H- --- -I

--++-,_-

t--+-+--+--+- so o o -t--t-t--t-t--t-+-+-+-H--+-+-t---t-H--1H--1H--1H--1--H--H--H--+-+--+-r __ - +

+~--=._-t--_+-_ l--_-l--l--l~---+---+--1 H---t--t-H-t-t-i-t+H++-H+-H-++H++-l-l++--lH---l----i--l+-l-W+_J___;l--..l--LUJ +-1--+-+-+-+-1--+-+ _;_*-+---+-+- +---+-+- ;

---t--t--+--t-+-+-+-+-+-+--+-*

-rt-t---t-t-1-t-t-r--t-+-t-t-t-t-i-++-i 1f---t-+-H++--++-H-++-+-+-+--+--++-+---+- t---+-i-+-+-1-+-t--+--+-+-+-~--+--+---1-+ -- t

  • H-t--t-11-t-++-l-++--H-+-+-f-+++--4-+--l-t--+

1 -+--+-~--+-+--+--l----l----l-l---+--+---l-4---l.-1----l.- -,...._, - - *t--+I -+-*+--+-+-+-+--+--+-1--'---l -

I-+-+--+--+-+- -

  • t--t-t--t-r---+-t--+--+-+-+-H-+-+-r+--+-+--*---+---l-W--L- +--+-+-+-+-+-+-+--+--+-+ +- ___,_.__,

1

_ _.__.__L.-1___.___-t-- -j-. __

1-t--t--+--+-+-+-1-+-+--i---!--l +--+-+-+-+--I--+-+- +-+-+-*+----+--+---l---l--+--+---.

I--+--+--+-+--- 7 0 Q Q I

-:- -t -- * - - -r-t-T-t--t-T-+--H-+--+-++ -+-+-+-+-+-+--J

+--+--+-+-+- --- -* - -~-

I

-f- -+-+'-+--+--+-+-+-+-+-+--+--<

-~~

t-+--+--+-+-+-1-"-i--t-t--tt--t-i-t-H-++-+--+-+-t-++-t+++-lH-+-++-l-t--j---1--4--l-+-l---l---JJ*_-j__:-+--+~ *- ~- -I

  • --i'*- t---1-+--+-+--+---+-+-+-+--4---1***+ -- --*- - 1*--+-+-l---+--+-+--+-+--+--1---1---1-** -

~--* - **** '--* - *-*** **-

-t--H *-+--+--+- +--+-11-+--!

- --rrt 1

~~--l -

~:l~

- -__ 6'o

~~1--:.;t._--l~=-:-;~_.._-:ti=ti=~;i-:r--,_t_:_-j_+_--t-1-1-++-~--t+-::+-*~-+~-~-~~-~-_.+:~f--:-:1---:+--~- _._'-~_.-'=-_t1+

--r-+:_11-___ +~t

-+=-+t-~~--:

-+-;--~~---:t--~-+-~---+t--~-~---+

  • t-~:=:1---~+ -__ -r

--l-'i--

-
+_-Ji---t~-~~1._-~~::j::t~;:.:~--l I +/-I_ ( i h:

i I

+-+- -- H t +

-+---t--t -+---t--+-+ *+-+-+-+-+---1---l---1--1--1---1-+-+-+--+-I

= = -T -, + _(

++_.._*__.-+-__._ *_._~--'-I--+--'--'-

--~___.__ _ _,_ t-....._t_.__..._---+--, _ __.:_:--_:;-_ _,;__:--_

__.~-'.=:::: : :ttr _

14*11 ------ -- - -

'--I-->-- t -f--t-+--1-+-+-+--!- +--!- +-+- --L +-e-t- --:- --I--. >-- H ---+--! - -t-'--'-- ---j--j-r--1-*++ --1-- -t-t--+-+-l-H -+-+ +-+ +---!- +-+-+--+---l I

I

- -t*-1-f- ---P-f--1-f--

L -

I I

µ: c_ = ti+

-~I -t-t-*-t-

  • t-~+-:-+t=++-:--++-:--+~~t--+~~~~f::-~l--_:.~~~'.=;t:d --.

5 0 0 0 t-- - i--'--r-t t -

1- -t-t-*-. '. t _I -- t* -'- - +.--+---l---l--+ +-+--1

-t tL f-l+-T- ---_. -

I I I 4

~- +---1 r=--tt!i=t~j--t-t----t:-+-+-+-+-t--+-+-+-l--+-+--1 t--+-1--l--+--+.

-+--

++--+t-

--+--1

- ~ -

-+---+-----+--+---t--+--+--+-+-+ -+-1 1---+~-+-----1--H+- --: +

t~+-

r H>"'!--A--t~--t-t-

, -t---~-+--t--H--+-+-H++-1-++-1---l--+--l-+--l

-'-- i- - U) t---

i I -i -

I i

' -i---j --L ~

i

=~ -= A. '--t ---,_ --t- -'-- --+---r.__,__j-+ --'--:4- '--- :t++,_.__, _

,v !-

-h

+-1--+-+-+--1--+-+-1--+--1

'--'- -- z 4 o o o. -- +- --'-~ t

-r 1

1'

-+--1....! ---

L __ -+

-+-+-+- +-t--+--1---t--+-~--l-4'-+-I

'--- H v

I i

1-- -

i-+'-*

!-+--:---+-tT I/

-tj__ -f--+---**--"----l.--_.____,,~_,__ - l--*+--+--t--+* t---l--+--1--1--+--+--l--+--I

-: U) -

I I * !

/. t- -r' +-t-t 1

-+-t'--t--t--<1--+-t--+--l-++H-++-1--++-+--~f--+-+---l-l----l--I

--1--- U) i - --+--! + ---*. -+-r-+

T~ -t-- -..--

, ' -l-1--+-+1* +--r-+

- -c- µ:i

+'* - -+--l-

- rr.

I I

--+-

+---l---+--+-+-+-+- _

f-- _

- -- ~

I i

.< I I

~

--- 8 I

/

'/

==-1:..: U)

_)_ - '_:_' i:J- --

. l

/~A-,-1*1,_-++--11_-__

  • . +-_* +-.** +~. ~ -

_ :+--_t-+--+-

-,+'+H-+--+

  • +--_++~-r-+

... ";_+-1--...

+--:-+-~

3 Q Q Q *

- --1--

--j- -

-Y-

/

di" 1

I t--

-- -f - +- 11-+-+-H-+~

-+--+-t--+-+-t--t--+-+-+ t

--, __ - --'-- H- + "-*

-- ~I'_ __.. I,/ - 7[7 +1*

-ir-++--~1--~+- [ - ~ - *-- '--

1---1---1--+4--+--i-1--- -+-+-+ -+-+-r-+--l-+4--+-+---+---+--+-.4--:._~4 --1-A~+

H-+-+-l-+*+-+--!-+-+--1---+--l-+' -+--+-' -+---W-1----l-W --l- - +4-Iv

--v ~ -+*- ir__,---l--+---+----l--l- ; - +--+--l---l--+-+-~---+--+--1--+ +--l---+--+-+--+--+-+-1--+--<

--- - ~

  • t--t-t--t-l-+*-t-+--11-+--t--t--+-+--+-H+ H-+-iL 1 1 /

I/

e -

  • - t-+11-+-++--14--+-+- -!---!--+--! + -H--f-+---!--h'+-c¥-/-+--,¥-/+--!

!---+--+ -~-+-- +-- ~ _j_~ --t-+-+-r---+-t--+--+l-+-+-H-+-+.---,r+--+-+-A~'...l--¥/-+--1

!--+-+--+-+- 2 0 0 0 t--1-+----t-++~i-++-+-+-t-++-+-+-+--¥74,l-I--

1

¥'.-/I-1, I

/

- - --f-

-*t-1' -t-1-++-+-4-+-+-H-+-+--1-+-t-+--l--+1--lf',-~~

-"H-+

+-~-+-+-1--+-+4-+-~41..4-1--1---

->--~-

~- -

  • - -- ~ - --

~ -- - ~ -

~

/

//I

'/

I I -

+-+--+-+-* 10 0 0 '-- -l-I*

/

/

-~..--

... --. - --* - - -+-1--++-f-~"'ff~~-

--- - *-*- -* -t-

/

I /

- i-*-+--41--+-A--++l---+- -+---l--1 I

l---l--1-+-f-+-+-+ -'ii 0 -h'l--+-A---+-+--+-+-'---l-11-+-l---l---+-+--<-+--+-

/

'1 I I I '

I I

Boring No. P-9 Depth=32.6'-33.5'

--LIMESTONE VERY HARD COMANCHE PEAK S. E_S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS VS.

USING SR-4 FIGURE IATERAL STRAIN STRAIN GAGES 2.5.4-5

I

{ : I I

I -!

I

  • til-++-Hl-H'-++-H-f-+'+~

l-+++--4-+-+-I--+~

l--1-4~--+--*-++

  • 0 0 5 0 - - -_._ -. 0 0 5 1---+--*f-+-- -
  • 0 10 f-+-- -- -. 0 15

-

  • 0 2 0 +-+-+-+-+--+-+-+~

I i

I I

1 I

f I

STRAIN IN PERCENT I

I

Boring No. P-9 Depth: 60.0'-62.7' CLAYS TONE COMAl\\JCHE PEAK S.E.S.

FIN,L\\L SAFETY Af\\lALYSIS REPORT UNiTS 1 a1 ~ d 2 STRESS VS c VERTIGl.J-' S*J.'}-;,.1.IN USING SR*-4 STRA.IN

.~AGES

I

~--.

1-+-+-+-+-+-j>-.+-+-4-+-+-+_._.+-+-+:-1,1-. ++~'4v- +,_ t -

1-+-+-l-++-4-+-+-+-4-1-+-1--+-~+

1 t ri'

,_ +f.1

4 1-+--l--l-+-+-4--+-+-+~ 1--1--l-4-)....

',_;_;~-1+-

. -*+~4 i11 m~

l-++-+-+-1-+- 2 0 0

- Boring No. P-9 Depth: 60.9'-6 2.7' CLAYS TONE COMANCHE PEAK S. E. S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS VS. IATEPAL STRAIN USING SR-4 STRAIN GAGES

0
0. 1

-+- 0. 2 '

0. 3 * +-- 0. 4 +-+-+-+--1-+1-+ 0. 5+-+-+-+--+0. 6-

' ' t- *t-+ +++ +*i **'-+- --H-Fi -+-~~rt -

T 1-++++-++-+-+--<-+-1-+-f-+-+-+-+-+-++++-+-+ STRAIN IN P~RCE~T _Ff~ -- 1~

- "-+-~-+-H--+-+--++++--1--+-+-1--!--iH-l-+--l--<

--.... -t-~ 1-- - tJ*-r ~ *

-t-l-

-+-4-~-;:__.*+-+-+--1--

f-~-+-=.._~+-i

      • '--+l--+-

l--i---l-1--+--~~-=:::~

~- *-* **** +-

** H,. ** *+- t..__~_.._._ _-+-+--+ -t- --._
  • _,_, -t-*- __

_.~__..-1-4--1

1-+-+-4-++-++ 1-+-++-+-f-+++-+-+-++-t--+-+-+*-t-1H-+-t--t-H--t-t-t-t-t--H-t-+-tf+H +++,-+-+--+--+-+-+--~ ++ +-+--+-++-+- +-+-

1

~~ -~~ a o o o t-+-++-+-+-H 1

-++-t-++-+-+-+--H-++-t-++-+-+-+--H-++-t-+-t-+-_ _.++_-**_**r-Jjlt.-*._-+~

..... +-_-.... *-+-+--+

i-'*+--rf-

  • i

-+-+-,-++--+-+-+-+-*+-+-+-;-+-+-f--+-++*+ j-**** -++ +-+---~+-+-+-+,-+-+-+-<--1-l---f 1-+* +-f +**+

I I

1 J

-r-; -'--">-+--+-*l--l-....... +...... -t *- 'Ff---

f--7000-+-+-++-++--+-+++-+-++

I I

  • f

+' +-t-+-t -+--+--+-+-++ *"--~!-++--+' _l +-4-+--+ +--+-f-+ +,-,i.-f--'t-d:---

I I

I I

I 1 I

._..._._._++++-1--1~-+L+-1--+-,__+* *+-t_,_' -+-+-+-4-+-+-+--4:.-+--+--+-+-+-+-+-+++-+

1*-++-+---t*-+--1-+,.-1"-'-i--t-+-+-- GAGE INDICATED SOME

- _L -~

tt *~-* -~-+-+-+--*+--..-,,1-1:".'

  • - *-+ PLASTIC YIELDING

+-+-+-+-+-+ 5 Q Q Q +-i4+-+-+-+-+-+-+--H--+-+--I-+- 1 I

, V I

I i '

I I

I I

+-+-+-+-+-+--l

~,_- j._ __.._. __ 4--1'--+-*' -l-+--+-.++-4--+-J-+...;i-+,....;i-l.4-4--+-+-*l-+-:l---J.:+-ft-,*-+-ff-*t.***~*-+.j.. j~.~= :.~~~-*~*~+:.!=* +--!-++-+-! +-+ *"4**-+-+--1-+-++ t-++-+--+--+*-~

0..

-+*-1---' -+-+ *-*+-+---+--+* +**+ --;----.--+-r+-+* t

)'" -!*-+---*+--+-+--+--+ +-+- -+-*r-+*- + +-** f-*l-+--t-+-1-1-++-l-+-l--i-+-+-+

1 +-+ H-+-i I/

I

,._~ * --*- j-L+-J-+--~-t-+-+-,--+++-++-+-+-++t-+-~+~-1~-l

  • - --t-COMANCHE PEAK S. E.S.
  • I

-l--l-+*+-+

r....1--4-+--l--l 2 0 Q 0. -*---t '

I'.+.

I FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2

-f-+--i-+-.t1.f+

1 +-++*l---,H-+--+-+-+-

~ -r- +' - f-h-<>'-r+,lc+- **f-l--+ '1-+--t---"-"- 1--+-+-+-l STRESS VS. IATERAL STRAIN USING SR-4 STRAIN GAGES FIGURE 2.5.4-9

+-t**+ '-1--tl /,Ftt.' 'H- +-+-+-+-* ' -+...,. +-+;-+---+--+

1__._ _ _... ~+.._*-+--+-*-+-+-+-+-~lr-+-t---+-+--+-+--t --+*+-

-~'--;-...;i-+.-+-+ H-+-H-++-1-+-+- r'.- '-,_

~::;-~;;:,_-++--+~; __

~_;1 -.;.

.:!:t.t...,*+.'1~+,'--:*-.:..+-_~+-~--:.~--~11. _.!__._.._1...J _ _J_.J*_+--,

___ _,*1::_:-::_~~--:.~~-:-::_-::._+--H+---f-,_ +~-4-~*-+-+-+--t-*_+._-+-

__ +-._-+-_;:-~---~;~_:-_::;-___,_,*-t-

  • i-'-'-'-

+ ~--~

Q I

I I

I t*+-+-+-++-t-+-+-+--+-+--H-++-t--++-+-+-i

  • -t+,:._*-t+_"++t*:*- -~- -+*-+-*-+-+--+-+-. 0 25'..__.__.__.__..__._. 0 5 0
  • 075.,__ - *+tt:. 10 0,_ - ~,_. 12 5 : '-:' ~. 15 0

--,- -+-+-i-+--H4...;i-l-+-+-+-+-+--H-+-t*-L.*.L_..<

-...L..L... L _,_ J.J 1

.. I I I I

l t--

+-+-+--+*+ 1+++-+++-+H-+-'-'-

STRAIN IN PERCENT +

1 I

I I l-+-+--l-4-+---1-!-++-1-+-+-+-+-+-H-+-t1-+-i

-t

-t-+--+-+--+-1 --+ +*--~-.+-+-if-+*+-+-+-+-+-+-+-+*-1-+--+-t-+-+--+--t-t-+-1,-+-+-t !-~

  • --i--.....

- ~ -f-+-4-+--+-+-<-'->--+--1--+--+*t - I I

I i

I

1--+-+-+-+- _

I -'-~ -+-+-t-+-+-+-+-+-- l--+--l-+-+

I+-+-+_._._____.____._____,_-+

I-+-+-+-+--

f- --

---+--*--

f--++--1-l-++--Hl-l---++--+----t-++---1-l-+++-1-+-++-l---l +-

1--~ -- ---

.. 4--

~ ---

1---+--+--+--+---+-+-f----+-t--++' +-1--+--++-+-t-+-+-+-+-~l-+--l-----l-++-+-l*-+l---+----I-1,_

-r -+-+--+'--+-I-+--+ +--i--1----4-+:, -- -+---

___ -+y j-1-

  • -~ l

-~-----+-t----+-+-+--+-+--+--+--+--+---+--+---4 i

I I

---+--<___.___.__. -+---*--+--+-----t- -+-l----4--+-+-+--I---+--++

---6000

---+----+ +----+-+-

- -+-,----r r '

-+-----

-t f+ -r - -- -I -

- + ++-..

-r--+----+--f-\\-----+---l---+-~

H H-,_._,__

~ - -+-. --'--+-+--+-+-+-+---+-l I

FAILURE tt:;1~~rw tJ=t=J::t=tiE1:J~tatijjt+/-t+/-ti+/-tl

-~r

! 1 1

I I

'_µ_

-t *t**-

I-+ t- +--1-*-

1--*

- *-~+-++

1

-+-+-+-+-+--l

>---+-+-+-+- 5 0 0 0 '-* ~- -+

I -H-

+

+-t--+-+-+_+l_--+-+-+--l--+-*>--1------l---l--+-+--l-+-+-+--+--!--+-l I-,_.

I

/

>-+--t---t--+-- 2 0 0 0 1--t-+--1-+-~+-+

1 -+-1-+--++---l--lf----t---+.tt--+A,--A-Bo r in g No. P-11 1

J

,. /

Depth : 81. 3 ' - 8 2 '

/!//~ ~

LIMESTONE WITH CLAYSTONE INTERBEDDINGS

-'I I

i

/

I/

,_._-+-+-+--< 1 0 0 0 t-+-+-l-++--t--+-++--t----.l',l/-l------lt4---l 1

-+-+--l'

/

I/

I

,I

!/

/

/

I 1---+--+--+-+---l--++ +-+-+-+-+-+--+-+--v-/+c~'t---ft--7"l---l--+-++--+-r--+-

I/ /

i I-----+--+-+--+--++-+ _ _.__~--+-+--"-'-"----

Y

'/--,/4-r-+-l-+-++-+-l---++

,-----l---+

---r--------------......

COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS VS. VERTICAL STRAIN USThG SR-4 STRAIN GAGES

tf.* ; tr++ :

j!tJ~ T~+tt

+-+-

. --+-+-+-J r-t--t-1-+-+-t--+-H-+-+-+-+-+-H-+-+-+~-+-+-+-+-+-+-H-+-+--+~1---+

- t-+-

+--l-

  • -J_

7 l

_t_t ~ +-tH- ---*-1-1+/- + *j_ I I-H--" +*--

1-+-+++++++-+-+-+~-+->-l-+1'-~~i+--1-:,~~-~ -t~+-

  • -+-~+--+-.. _+~++++++-+-+-:t *t f_. 1--+ i* 1.
  • r* ~ H+- ~r: 1 *t= r** ! !- ; _- t-f +- -

j

' I I "_p* _,. "

t-

.j - -t- - "* ~+ -+- r-- *+- L ~ "

- *.I" r- ~-

_J_.._ -

1-+-H--t-+ 7000

-+

, i t- -- : '. f I :.. i 1*- tJ-*t -.,_H+r --H--H- -H ---

l--+-_._._._,_,__-1-.+-+-+-+-+-+--H*-++1-+-1i-+---i-f1-1-+-+-<- +-+-+--

, -,, l-+1---i.. + ~ -i -H --*+.J_ --1-.---1-1---1-J-t-+-+-l H-+--t-+-H-+-+-+-+H-+-f+-Hl--++-+-++-+-+-H--+'--1-tl I

  • _ _;,__~-i-~

I I

i i

i t-+-+-+--t--+-+--+-l -+--++- -l-+---1-4-++~~+-~----4---1

- ~

--"'-1--

- L+t - *~ - l-H 1-l- -- t

!-~ - -,__

--+t- -~

H-+-+--+-+--f-+ +-1---

- -+

+-

t- -

-t.r~~ :~tr - t= ~ -r~tt- -*-+--+- +--1--+--...__,_.___,_.J_

i i * --.... ~u=r~+-+-+-t-.. +** -+-1n+-"+-+-+-+-H-+-++-+-+-+-+-+-+--+-~

- - :- H

  • -t-+-t--+-+-+-*1-+-+--+ i-.,.-

i r*..

1- -~+

+

r' -

r'

. --j'- - i _t- -. ~- l.L +--4-+-+-J--l-+---+---+-+-1---<--l-+---+---+-+--1---l

..... P=

>---+

I

+/-I I : ' l I '.

1 '

I l

C!l

, r-

~-.--:-

1

        • -----r
  • l 1 -;
  • 1 *- -j

>----r--~ --

- ~- -+--+-+ -+-+-+-+-l

°'" -

1 -L--,- -~- 1-t-i -'-- : -, r +-- -

, -+--;--t-- * -j j-.

I

  • t-+-t--H-+-1-+-++-+-t-+-+-!-+-+-IH

.__4 0 0 0 f--

i--~- -i ;- - *

-: I *t* :- --l--f-1

  • I + ---

I l

,__ __ z '

I I

I H

'--~

I h ' ! I I

.j

,- -t:* - ~--

  • - *+i_+*-H+-+_;_ ~,t*...

l I 4.. '.. I* -** q -+---.- ++--+*-+-1-+-+-l-+-+--+-l--+-+-..j

._ ~ ~-

' t-- -t-r J __ ~.... 1-*-i-

~ **- lJ---r T

,_ ~-i'= CJ)

  • -t- -r i---r

/"li 7 i-tr,_ -~~L..= ~ri --t-J I

  • _;_ -~ --.._l 1

1

--* - + -+ - ~ -L- -

~ '

CJ)

. ~~-t- ~ :--t-~ *- * - I f--!i l r - c_ I-

/ I I

I

- *- +-, +-+-+- *+-+-+- --+--+-i*-+--+-+-+- -+--+--+~

:::: '.::: ~ -- ~+ ~+/-: 1--- ttt~~

I

! - I

+--++ --j~ -+++-+

-;r-+--1, +4-l-+--1--+--l-l--.+- l-+--1-4-+--<----+--'-'

- -*- 8 T 1*t+

  • i

-+-- i I/

iii I

+ ~ -,'-

--/--f-+t-f --. -t--L... - -*-*- - +---if-+--1-l--+ 1--+--+--+-+---i C!l..

-t

~

r - -I '--*'- - -i-11 J--+-+-+-+-+-+-+--1!-+-+-1-1-++-+-+-+-+-l t- - -

- 3 0 0 0 i

/

-t+ *- '.J '-'t e- -r-t +-- --+-o-+--4-+-!--!-+-+-~--H-+-t*

l I

I 1-+-+++-+--+-1r-+I - j_

I

-1* L - -t*-f-

-lJ

~__.__.____._.... t-t- -t-Cl - l--+-1-4-+--+--l--+-~i-+-.+-+---+.<:

t-+---1-4-+- l---l-t- -j---1-+--+-- 1-*+-1,.__-f-+ - 11 1 :

  • I/

I i

I v

1-+-+-I>-+--+-- 1-l-+-1--+l+-1--+'-++-Y'f-,/+-l-+-*+-+-+-+-+-+-"-+-

1-+--+-+-+-+--+- 0. 0 H'-+' -+--~~~~'-+-+-+-+-l-+-+-i-I--+-+-+--+-

COMANCHE PEAK S. E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRESS VS. IATERAL STRAIN USING SR-4 STRAIN GAGES FIGURE 2. 5. 4-13 1-t--+-1--+-+--+-+-+ 0

  • 0 +-+~I--+-

' +--+~

  • 0 2 5._

t*--i--._-+-+-++.++--!--+ '. q 5 J_~-+J~

  • 0 7 5
  • 10 ' ' I I

I ~-1 ~;; __ +-4-+-+-+-HH

- f -ir-+-+--+-+-+----+-t--+-t-+-++ -+-+-+-1--+-+- STRAIN IN PERCENT

-.. + -+-ir-+-+--+-*+-+*+-+-+-1 I-+-+-+-+-+- '-++-+-+-+--+-t-+-+-1--+-+-+-+-+-+-+-t-++-1-+-++-+-._._+-t-+-H-+-+---11 *

--1-~ -f.. *T

- *: --* * "1-~+-1: -+-+:-+---+--+-+--+-+-+--+-+-+--1 1-++-+-+--+++ -*+-r+-+-+-~+-+-~t-Tr~ 1 l.

~+t- ' 1 j ; -h -- r - --t T 1-+--+-1...+--+--+--+I I

r ---l*-+-+-+-+-+-+-+-1-+--+-l--+-+-+-+-+-+-+-1--+-l,- -~ ~-:--,,- i i_ 1-+* i I I

.. -r~*-+-+-1--i--+~-+--+-+*~

I 1*1 I I r--+ -rr-r I

! I

co C7'I I

0 N

(JI I......

N I

CRO~~

SURVEY S/ L CLUSTER UNITS 1 & 2 CLASS I 0+00 5+00 P-8*

SEISMIC PROFILE 2

~-4 SURFACE WAVE SURVEY PROFILES*

~-

8 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 L-2~

~- -

-~

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

I 9

- ~

- f-+---

~I ii

I I I!

5+00 !"

STATIONS OtOO

~

1+00 2+00 3+00 4+00 6+00 7+ 0 0 8+00 9+00 10+ 00 10+45

~

~

/GROrD SURFACE I

I I

I I -*NlERSECT ION WITH SEISMIC PROFILE 4

I I

I I

I I

I I

I I - I - _1---f--J ___ L __ J I

I I

200 0 JOT /SEC

WOO FT / SEC

-T -....!

I I

I I

---r-

+-~i I

I 500-0 Fr1 s~c-I I

I I

- 5')00 Fi-1s;;_- I I 1.,+-t I - -~

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 2.5.~-11

.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 1--------+-B_O_T_T_O_M_O_F-+-------+----~

CASING 20 301----

40 50 9600 FT/SEC 60 70 80 90 110 1-------4------+---\\----l-------I 0

1201-------+-------+---~

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:

I-ll..

w 0

0 10 20 30 40 50 60 70 80 90 100 110 120 TIME (SECONDS)

.005

.010

.015

.020

~OTTOM 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)

Vertioal~ ~

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 Wa ve

\\, Cornpressio~al \\, 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:;...

~-

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 RES ISTIVITY (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

RES ISTIVITY (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 M~~.~I 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 ~,000 E.L. &05 1*0" ~

LIMIT OF Gi~OING

~

Q UJ

~E.TAl~IN(;i WALL.

\\.J e,)e,15.00 F.I. E 10,7\\ \\. '25 vHLO!Z..INAilON eLOGt.

PLAN

\\'CM 5t.l..E.\\iTE.0 ~t~l~iANi

'NE.LL \\,i~OE.O LIME.~TONE M.A':i.\\MUM. ~IZ.E. 4" iOP OF OOMPE.1E.N1

~C)(JK (TW)

EL. 755 1

~iA.blLITI' (jf ~OVK. cu1 10 bE. VE:.'..lflC:O b'f GiE.OL00\\151 IN F1C.LO.

SECTION A-A 45TA'TION 0+00 TO

~TAT\\ON 1+ 50 N.T.CO.

r e.x1oi1N<q ~i:.

--t:._ ----- -

SECTION B-B 8

1'2 'O~LC.C..TE:O lt.CoeloTANT WE.L~ ~~OE.O LIME.~'TONE lv\\A.~l~tA ~IZ.E: 4-

~TATION 1+50 TC 51~\\ION '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>><

l-----~'-+------------------------------------- --- ----

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 FORM-ATION lX 0

a:

z

~

0 z

§;...

SEISMIC WAVE VELOOTY CFEETtsECONOl 2000 4000 1000 1000 10000 12000

'4000

~ =*

/;.

~4 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 F'IQ-UR~ At:>APTED P'"R0"1 i:<e.r:

1~1)

  • GEOPHYSICAL LOG I IOAINQ l*\\4 I OEPTli ELEV.

!FEETI FTJ,G.;

_.... aoo-

~f:~}S~if*

~ l; ~g

~~.F;;~~~..£=1~:.:_* ~l -=.§~

~

.c. _;,c
~ -~i'2
:..:; £--=-:::
  • ~--:*.;::.;:: -

250 1 GAMMA, API APPARENT, GICC 3

13 CAL.FER. IN.

      • t-.. t::r::::c

= ::.....:..~.:.;:;: ;*-.:::;:-

--+::*~g::

.**¥~~Jt~7:

12 RESISTMTY, OHM 40 -

60 -

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 GE~RAUZEO ~OGY FT.,MSL IFEETl l'"I

$.VC)STC><< HTE.AllEOOEI> Wrtl1

... $00--

CL.Ant~

320 - ::::::::::::

~ 3 4 0 - ::--;::.:::;:

~

~ 350 CL.AYSTOl'E

-300-...

... 520'

~M 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. WIN~.

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 ~.,MS.;

_,_ 5 ~5~5-:.:-~~g:J~'f~:~7=~::~~~.:§:.~ 320-1--:

.::.=.:;;:;-~~:* =~~x~~-.xg=:~ ~~~b-: ::~-~~m:#=i:-_

=-

~::::~*~-s:. ~=~:~gj::::~:1:~~4f._~ 340-

=.=4.,..

~....:._-

  • ._ ::-:-i:--:-;~:.:_t:=:~~-~:: -~:--:r?-::-:::g--~

.==-:. ~L~;_~if:i.:_~ 3so-

~

~--.:-:;::--~t===~:.-:-:*:~~.l~I=~~;~:;~_=::.-:-:E-~

-"-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£

-a10 1 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 F~ror 2 s 4 31

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

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 B 05 *6 CON TAINMENT ELEVATION 793° 3" REACT CR ELEVATION 768 '1 1" LEGEND FRA~~U RE 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 FR~CTU RE 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--~~-_____...[~1.1 D

D

~

FRACTUllC lllllCATOR COMANCHE PEAK S.E.S.

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

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-1-14)

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 UN IT I ONTAINMENT AND REACTOR WALLS FIGURE 2.5.4.- 36

~-,l.w'~~.,.-._.t,, :'

.,_,~~~...e:'-+i~- - :"'"'~100¥i;~~~-

,,,..,l!IC'El~IOO!o.-~~~'-~~,;~;.~_--.*-1:~'.~~~- *:~_.,~'.t~~

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. 4-3 6 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. 4-3 7

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

.* -i; :_iJ~:-~-.~.... ~.~~;~~-..

Ir!<

~:Ii\\-'.... )

, ' 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 Shee t 7 o f 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 EXCAVATI ON PHOTOGRAPHS Sheet 10 o f 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

~ACTOR 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 EXCAVATI ON PHOTOGRAPHS Shee t 14 o f 21 FIGURE 2

  • 5
  • 4 - 3 7

REFERENCE FIGURE 2. 5. 4-3 6 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 o f 21 FIGURE 2

  • 5
  • 4 - 3 7

REFERENCE FI GURE 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 Shee t 16 of 21 FIGURE 2

  • 5
  • 4-3 7

'l

.-, ~}*Jl~~

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 FI GURE 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 o f 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 2 1 FIGURE 2

  • 5
  • 4 - 3 7

..----------------~--;------=- *J-,N~ *. * ----------------,

810 802 799.5 810 I

/~~~

i

(

I

\\

793 796

~.>>>~>>2>2>>>>>>>>>>D>~<<k~.

~

790]

780 t2~~--------------------------------

LEGEND ZZZZZ SAND BEDDING

~

Q BACl<FILL L-----------------~**--***-----

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

.A~3d II')

0 1-r---r-~'°'

f' Cf) uJ 1 **'.:hl I

I Ld I

u:i Cl l i ~

I

<i:

l-(J)

I I (()

I *_')

Oz:gL

-9iQI 'v -

i-r~

I I I t; I I~ I I~ I I I l

I I

I 1-;-1-i-ll ____ :_... _,

I.~ I J

~

f I

\\.j f

l

!.~

j I

I i

n '

i

~

~ j I

~

  • >>,' i I
  • ~~ I 1 I

~

__ l__.L t".l I 1

J l i

I

,--* *1

_::__, __ J_L,

i 1c:1 ; 1---'.-*----

1-~

l

_J *

~ -r*---~-*;

(J.. t_LJ ; :

---1-- ;

_J I

I B 1-*,---,1-H--"

l l ci !

I

~I I

~

i I

____ l __ ! __ J.

l L:

! I

~

I I I C:J

-:-o-.: ----.--! I l

____ ! ~ -

z z-~: I I I

~.~\\1 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 sz~

  • 5 ot.-c;2 01"8(

OffO<;

02~

9-iOI 1* ZSI 2"£02 o*vc;z Q<;O£ IL

~--..,

S?

~-

t>

o

~

~

'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

~I 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

- = l=_===~-=-=~-row~~~JR~U~R~4~~~~EDST0Nf: -

1

0 8 -

~

t=

<I I-en u

~

I-u I.I.I

..J ID w

~

0

(/)

~

II 0

LU

<I a::

0

_J w

Cf)

I-

..J

(.)

(f)

~

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::

<I w

II lJJ

~ I-0

~~ \\~

co u

E I

(:)__

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!)

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

z 0 s

(/)

u

~

.... u UJ

..J LrJ w~

~I")

~ LrJ I{)

<~0 W

II I-C> a:

(/) < (/)

x: UJ

< z

~ u: -

u....

r'l Cl.

Ill w ~......

Cl.

J: u

. 0 u

~o z

0 ct~ II

~

~....

II o en "'IS u < )o 1..,j 0

0 N

0 (U!/U!)

0 I{)

0 tO N

ci Nl'l~lS 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 3an111d~v 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

~!/U!)

NIW!S 30nllldW~ 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

~

~II 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:::

85~1t!

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!)

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

NORTH 8 60 84 0r---- ---- ------------

a2or------- ----*--

BOOr---

780r---

760 r----

740 r-------

720 700.-----

680 r---

640 620 GLEN ROSE M ODERATELY TO SEVERELY W(l\\THEREO ROCK OCC A so1:14 1_ L y

_____ _ WEAT_~i:t~Q _IQ_A ~ Q_ l !-_~_q~-S~ E/!_CY

_J

_j SOUTH 600.--- -----

-+4 ----

---E-580 560~---

540 Refer to Figure 2.5.5-5 for Location of Cross-Section KEY

~LIMESTONE [;]SHALE

~CLAYSTONE-80TTOM OF FOUNDATION MAT (JJ SANOSTONE'r- -

1.f>PER LIM IT OF WEATHERED - TO-FRESH ROCK WH IC H DOES NOT CONTAIN SOIL LIKE ZONES.

TWIN 200 scale MOUNT A INS FORMATION CROSS SECTION A-A 1

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

~6'C'kRw~~P" o8hw~~~Et~;;~

0 lo~(~H LIKE ZONES.

CROSS SECTION B - 8 1

EAST-------

BORING P - 6

} -

Amendment 4 January 31, 1978 COMANCHE PEAK S.E.S.

FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CROSS SECTION 8-8 1

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

I I

I I

I I

I I I

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

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

  • 2 -+j -+-!--+-+-+-+- 0
  • 4 0
  • 6 I

i I

0

  • 8 -+-+-+-+-+--l-<-+-+'--1---<'-+--'_._I ~,---+-<

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

I~

I I

I l

1 i

l/ v I

I I

1-+~+-t:-++-1-+--l--l~--1-+.-+SLAB 1

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

~*~

I I

I I

/

I I

I l

I/

I I

i:::

-t-t--.--t--~'r:'l-+1 -+-t-++-f-+-+1-+-.~

!+-~i +4: ( l )

~ 4

.6-+-1.-+-+-+,-+-+-+-+-+'-+-H--+-+:-+-l>.--1-~1+41 (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 +---

+--+-+-+--+-+-+-+- 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 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 ~2 ~4 %

~a 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 AR~UNO ~tEi~~y 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

< 2 11 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 -

6 -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

~5 100

% 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%

C T~:

CELL COUNT CELL CCU NT 40 36 32 28 24 20 16 12 8

4 0 +-~-~~-~~-..j _

_J__;=:i.-~

50 55 60 65 70 75 80 85 90 95 100 3 P.~ss 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

~o 45 so

% PAS~ Jl:G #Sf' SI£[

SPEC: F!Cl\\Tic ~* L I'r~ IO-:'~ "'.

.\\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 D+-~-1---+---1---+-~-~~-~-

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 SPECIFIC~TION 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 GRADA-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 95~100 %

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

% PASS ING #30 SIEVE SPEC! FIC.~TIO N LIMITS 25-60%

I I

I I

i

~Jl __,

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 SP CC IF!C.~ T! '.O N LIMITS 10-30%

flOTC:

.\\LL (100%) P.'\\SSH!G 3/8" S!EV:

CELL 10 I COUNT 9

8 7

6 5

lLJD~

50 55 60 65 70 75 80 85 90 95 100

% PASSING #16 SIEVE SPECIFICATION u r~ITS 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

% PASS ING #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

~6~TR~ge~N8Fsx~BDATION 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 Lil~ITS 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 # ~O SIEVE SPECIFICATION LIMITS 0-20%

NOTE :

ALL (100%) PASSING 2" SIEVE CELL COUNT CELL COUNT 10.

!1 llh

~w~

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

~

0.l-~---+-------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 6-J.__-+--+--+--+-~~~~~

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

~~

~b 19 18 17 l~

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 g*+-~*~

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

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 i~

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 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

i 7

6 I 6

6 5 l 5

5 4

4 4

~-

l 3

Ii 3

3 l ~ ~" r:iI 2

2

~H 2

I 1

1 n

1

~l 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

% PAS~ING 1" SIEVE

% PASSING '.;" SI EVE

% PASS ING #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

% P1,~S ING #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

~.. *.*

~-..*

~.. *.*

../.~**:~ ~y H2

~*!*/ O(h

~.. :.. :*

~-....

. *. *.~....... *.~~*.. *:*

BACKFILL 1't = 140 pcf 1'w = 62.4 pcf Ko= 0.47

<Tc= 400 psf ROCK 1't = 140 pcf

~w = 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

<H1~i-Hilf1>

Ko41H.

DYNAMIC

<Ww ~-H!lfw) ~6KM 6K ** H, COMBINED

~<H~~t-H~~1 >0<o+6AE>

"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

~H:~,

~ (TcHc1 7[l

]

o.

12 0( h le IHI lr~H, 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 CI RC. 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 P IEZOMETERS NUMBERED FRO M 9 TO 25 //\\'STALLED DEC. 19 8 7 l

TURBINE BUILDING

  • L
  • D IB' 0

00 AUXILIARY BUILDING 00

  • *s D

ADMl.N.

BLDG 0

    • o
  • ~
  • ~

~

  • '5 l

NIOQOO

~I 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 PI EZOMETERS 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, ~CHED. 40 PV~ R1SER u

Ii..... ~-- BENTCNl\\E. '5EAL I'

I;,,

I,.. ~-- 3" OORE. Ha LE..

=

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

~~.. a--+--

'5C-H ED. 4o PVC..

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

?Luu

-'-------~____.. __ '------'

... __ 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 ANAL YSlS REPORT UNITS 1 and 2 PIEZOMETER DETAIL FIG. 2.5.4-56

~

'-....../

Q

<{

Q{

o.4-tJ)

If) o:?>

w c:i I-

.VI o:z.

0.1 0

N r-

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

r-~

. t- ~

r--

~ ~ -

- ~ *- -

. f-

~

- ~

. 1-r-

~

- ~

~

r

    • ----- t-r--

~ - *-

1---

-- ~-

r- ~

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 C.RITE~IA

  • tttW!!fmtt-*

I I

I' r

~ -

- i' l"r-r-,...

II~

- ~

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)

. Cyc l i c 'i'ri axi a 1 Tes ting Amendment 75 Lr icJ ge1,o rt Limestone November 18, 1988 l' iy, u r e

~'.5.4-5 7

Retrieved from "https://kanterella.com/w/index.php?title=ML16180A438&oldid=5168139"