Text

Final Safety Analysis Report Rev. OL-27 and Technical Specification Bases Rev. 25, Chapter 3, Figures
	ML24191A286
Person / Time
Site:	Callaway
Issue date:	05/06/2024
From:	; Ameren Missouri, Union Electric Co
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML24191A265	List: ML24191A194; ML24191A195; ML24191A196; ML24191A198; ML24191A199; ML24191A200; ML24191A201; ML24191A202; ML24191A203; ML24191A204; ML24191A205; ML24191A206; ML24191A207; ML24191A209; ML24191A210; ML24191A211; ML24191A212; ML24191A213; ML24191A214; ML24191A215; ML24191A216; ML24191A217; ML24191A218; ML24191A219; ML24191A220; ML24191A221; ML24191A222; ML24191A223; ML24191A224; ML24191A225; ML24191A226; ML24191A227; ML24191A228; ML24191A229; ML24191A230; ML24191A231; ML24191A232; ML24191A233; ML24191A234; ML24191A235; ML24191A236; ML24191A273; ML24191A274; ML24191A275; ML24191A276; ML24191A277; ML24191A278; ML24191A279; ... further results
References
	ULNRC-06877
	Download: ML24191A286 (1)
	v • d • e

ESWS PUMP HOUSE FLOOR L.2000.0 PUMP WELL TOP OF WAVE @ EL.1998.80'

..__11--IOO PSF

,.._---CASE 1 WAVE PRESSURE DISTRIBUTION OPSF EL;1969. 3 3' NOT TO SCALE EL 1978. 00' POND BOTTOM EL.1977.

Rev. OL-0 6186 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE

3. 4-1 WAVE PRES SURE CASE 1 E.S.W.S. PUMPHOUSE

E SWS PUMP HOOSE FLOOR EL. 2000.

,~*o*.. *0

.,, 0. A

. "0: l,

**ca PUMP WELL

tr. (j:

. ' (j:

0 :.. *p

'&I TOP OF WAVE @ E L 2001.00' 343 PSF SWL 1995. 50'

,__---CASE 2 1969. 33' NOT TO SCALE WAVE PRESSURE DISTRIBUTION POND BOTTOM EL. 1977.5 '

Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.4-2 WAVE PRESSURE CASE 2 E.S.W.S. PUMPHOUSE

FUEL OIL STORAGE AND VAULTS PN TN l\\\\\\Sl STRUCTURES HOUSING SYSTEMS &

COMPONENTS THAT ARE ESSENTIAL IN ATTAINING &MAINTAINING A SAFE SHUTDOWN OF THE PLANT.

FOR CRITICAL NON POWER BLOCK STRUCTURES Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 5-1 TURBINE MISSILE TRAJECfORY

FREQUENCY (cps) 80 60 u

6~~~~~~~~-r~~~~~~~,~~~~~~~7P~~~~~~~~~~~~~~~~~~

= 4h4~~~~~~~~~~~~~~~~~~+r~~~~~~~~~~~~~~r.r~~~~

(.)

0

...J

~ 2~~~~~~~~~~47~+h~~~~~~~~~~~~~~~~~~~~~~~~~~L¥~~~~~~

PERIOD (sees.)

Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-1 SSE HORIZONTAL GROUND SPECTRA 0.20 G

'=

u 0

...J 100 20 15 I()

7 FREQUENCY (cps) 07 05 03 02 015 01

~ 2:~~~~~~~~~~~~-+hYnM~~~~~~~~~*~~-x~~~~~~~~~~~~~~+L~~~~~~

PERIOD (sees.)

Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7*2 SSE VERTICAL GROUND SPECTRA 0.20 G

u z c 1-a:

0::

UJ J

UJ u u

a:

0

':1 I

N 0

0 I

N 0

{!)

0 N

0 aJ I

0 0

':1.

0 0

0 a:+------.--.--.-.-r,-~r-----~--~~-r~~.. ------r--.--.-.-..

-r~

0. 10

1. 00 FREQUENCY CHZJ Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-3 HORIZONTAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 10% DAMPING

u z

D....

1-a:

0::

UJ

...J UJ u u

a:

(\\J 0

0

(\\J 0

CD 0

(\\J 0

co.

0 0

0 0 o. 10

1. 00 FREQUENCY CHZl

[ [

10.00 I II 100.

Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-4 HORIZONTAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 7% DAMPING

u z

t)...

1-a:

a::

UJ

.J UJ

(.J

(.J a:

N 0

0.

N 0 w

0 N

0 IXl.

0 0

1.

0 0

0 0+-----.---~-r-r,-~~----~--~~~~~rrr-----~--.-.-.-~-r~

0. 10

1. 00 FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-5 HORIZONTAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 5% DAMPING

0....

z t)......

cr:

a::

IIJ

.J IIJ u u

cr:

0 N

0 0

0 OJ.

0 0

(0.

0 0

1.

0 0

N.

0 0

0.10 FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-6 VERTICAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 10% DAMPING

u z

0.......

a: a:

ILl

..J ILl u

u a:

0 N

0 0

0 a:l.

0 0

CD.

0 0

1.

0 0

N.

0 0

0 a+-----~--~~~~~~----~~~--~~~~~----~--~~~~~~

0.10 1.00 10.00 10(

FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-7 VERTICAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 7% DAMPING

(.;)

z t:J....

.... a:

cr IJJ

-l IJJ

(..)

a:

0 N

0 0

0 (Il.

0 0

CD.

0 0

~.

0 0

N.

0 0

0 a'+-----~--~~~~~~-----r--.--r-r,-rrrr-----r--11-r-r-rrTII

o. 10 1.00 10.00 FREQUENCY £HZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-8 VERTICAL DESIGN RESPONSE SPECTRA 0.20 G GROUND ACCELERATION 5% DAMPING

L'l z c a:

a:: w

..J w u

u a:

~

0 0

0 N.

("')

0

~.

N 0

(CJ 0

0 0

ci+-----.---~-r-r.-~~----~~~--~~~~~----~--~~-r~~~

0.10 1.00 10.00 100.

FREQUENCY CHZl Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-9 TYPICAL, FREE FIELD BASE ELEVATION SPECTRA ESWS PUMPHOUSE

0....

z 0....

1-a:

Q:

UJ

.J UJ

(.}

ct 0

CD.

0 0

If).

0 0

~.

0 0

(").

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N.

0 0....

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0 0+-----.---~-r-..-rT~----~--~--r-~-r~~----~--~-r-r~~~

0.10 1.00 10.00 100.

FREQUENCY (HZ)

Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-10 TYPICAL, FREE FIELD BASE ELEVATION SPECTRA UHS COOLING TOWER

w 0

<( 40 0:::

<.9 0

50 w

~.,...,....,...,....,.+53.5 I

60

(/)

z I.J...

70 s 80 9

~ 90 I

~ 1 0 0 1'-'-".............. """"-1-102. 0 w

0 110 120 LAYER MATERIAL THICKNESS (FEET)

MODIFIED LOESS 11.5 ACCRETION GLEY 6.5 GLACIAL Tl LL 10.0 GRAYDON 25.5 CHERT CONGLOMERATE BURLINGTON 1 48.5 BUSHBERGJ SNYDER CREEK AND CALLAWAY FORMATION (ROCK)

COTTER-BEDROCK JEFFERSON CITY FORMATION SSE= 0.20g TYPICAL SHEAR TYPICAL MODULUS DAMPING G (KSF)

FRACTION 430

.057 TO TO 320

.075 540T0380.060T0.082 960

.056 TO 620

.698 10,940

.037 TO TO 8,990

.043 65,380

.009 OBE=0.12g TYPICAL POISSON'S SHEAR TYPICAL DAMPING RATIO MODULUS G (KSF)

FRACTION 540

.045 TO TO

.4 7 400

.059 530T0470.051T0.066

.47 112 3 0

.048 J~o TO

.47

. 063 12,360

.033

.39 TO TO 111050

.037 65,380

.009

.42 UNIT WEIGHT (PCF) 126 127 134 138 160 REMARKS STRAIN DEPENDENT SHEAR MODULUS 1 AND DAMPING. Gmax= 978 (KSF) AT

.0001°/o STRAIN.

-STRAIN DEPENDENT SHEAR MODULUS~

~AND DAMPING. G max= 3,560 (KSF) AT

.0001°/o STRAIN *

~STRAIN DEPENDENT SHEAR MODULUS, AND DAMPING. G max= 5,504(KSF) AT

.0001 °/o STRAIN.

STRAIN DEPENDENT SHEAR MODULUS1 AND DAMPING. Gmax=18 1900(KSF) AT

~.0001 °/o STRAIN.

CONSTANT SHEAR MODULUS~ AND DAMPING.

RIGID BOUNDARY FOR FLUSH PROGRAM. V5.:::: 4,000 FPS.

Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-11 FREE FIELD MEDIA TYPICAL SUBSURFACE PROFILE AND SOIL PROPERTIES SSE ANDOBE

0 N

0

(\\J

~

l[)

(\\J

~

1::j1) (239) 185 ]201

]219

~-

ll l

1R7 r

~-

2 FINISHED GRADE i17g) 13 25 I

~

85

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(1)

(13) ----- ~~--- ~- ~~§!:Ri+

r, (2) 3

(~)

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~

I 12 24

' Jt 1-- f-(1_~)

/241

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'\\. __ :;

]I 480 481 482 50' I +

I so*

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50' 265 307 I*

12971 I

_ PUM PHOUSE

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1'-

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(YJ

)

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+

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389 6~~

30' +- 30' l 3Q' +

30' +_3_Q'--i-----~*

455 I

-t-45~

460 0

~~

467

~5~ fj SPECTRA MASS MODEL TOP OF PEN2_f:1c:JUSE ROO£:___ 4 EL 2038'-6" TOP OF ROOF EL 202 5'- 0" TOP OF PUMPROOM FLOOf-1 2

EL 2 000'- 0" 469 TOP OF FOREBAY MAT 1

476 516 517 5o' I 2o* I

-+~

Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-12 MATHEMATICAL MODEL FOR ESWS PUMPHOUSE FOR EAST-WEST AND VERTICAL ANALYSIS

53. 0'

50. 5' 1.n 0i 48.0' lrl N

46. 5' f---

44.0' Lf)

N 41. 5' "in N

39. 34'

~

3 7.17' 35.0' 3 2.0' Q

('f)

Ln 28.5'

('f) iii

25. 0'

('f) 0 0....

15. 0' 0

lf) 0.0' 1

2

'ln.

12 13 14 (1) 15

@)

26 290 291 10.0' 0

0 0

~I 27 40 G~

~~

43 57 44 58 39 292 4.5'

'10.0' 10.0' I 10,0' _I 10,0 I 10.0'

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0 lf) lf) lf)

Lf) 0 0

<;]'

7

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('f)

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~ z 152 153 154 155 156 157 158 162 166 10.0' 10.0' 10.0' lf) lf) lf).

'3"

<;]'

f'-..

00 Q) 140 141

~FOR DETAIL OF COOLING TOWER MODEL SEE FIGURE 3. 7-13B 209 222 264 277

(@

265 --

3 240 241

~~

§ 276 2B9

@ 8 307 308 4.5' 10.0' 10.0' 10.0' 10.0' I 10.0' 10.0' 10.0' Ln lf) lf) lf) 0 0

0 0

<;]'

~

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Q)

Q) 0

{\\J

('f)

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l.f)

\\.D EL 1997'-6" GROUND LEVEL (ALSO SEE FIGURE 3.7-138)

Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-13A COMPLETE MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS

Lf)

'1 co EL 2080'- 6" TOP OF ROOF EL 2067'- 6" BOTTOM OF MISSILE SHl E LD

_J

_J w

I VJ

_J 0

0 lL EL 2035'-0" TOP OF FAN DECK EL 2020'- 6" TOP OF POOL WALL 124 125 EL 2 008'- 6" BOTTOM OF TOWER LEDGE 126 127 EL 1997'- 6" TOP OF BASE MAT

& GROUND LEVEL ------------

43 57 71 85 99 4 4 58 ~ 7 2

§571 B 6 100 0

Lf) 0

'1

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z 0

(!)

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146 76.0' 147

~

148 64.0' 149 53.0' 170 184 198 171 185 199

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0 212 226 240 213

~ 227 241 SPECTRA MASS MODEL Rev. OL-0 (ALSO SEE FIGURE 3.7-13A) 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-138 SUPPLEMENTAL MATHEMATICAL MODEL UHS COOLING TOWER NORTH-SOUTH ANALYSIS

1.1 1.0 en *.I

(,D

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.l DAMPING VALUES

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L 1.0 10.0 F R E Q U E N C Y c c p s J DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL-0 REF. FIGURE 3.7-12 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14A SPECTRA - ESWS PUMPHOUSE SSE NORTH-SOUTH DIRECTION TOP OF PENTHOUSE ROOF 100

1.1 1.8

~ 1.~

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DAMPING VALUES

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL-0 REF. FIGURE 3.7-12 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-148 SPECTRA -

ESWS PUMPHOUSE SSE EAST-WEST DIRECTION TOP OF PENTHOUSE ROOF 100

1.8 t."

(/)

(!) 1.2 OJ z

1.0 0

1-0:::

lLI

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.1 DAMPING VALUES

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT4 REF. FIGURE 3.7-12 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14C SPECTRA -

ESWS PUMPHOUSE SSE VERTICAL DIRECTION TOP OF PENTHOUSE ROOF 100

1.1 1.0

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(f)

(.!)

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0

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(.)

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.1 DAMPING VALUES

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 Rev. OL-0 REF. FIGURE 3.7-12 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-140 SPECTRA - ESWS PUMPHOUSE OBE NORTH-SOUTH DIRECTION TOP OF PENTHOUSE ROOF

1.1 t.ll

(/)

1.2

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1-0:::

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DAMPING VALUES

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-12 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14E SPECTRA -

ESWS PUMPHOUSE OBE EAST-WEST DIRECTION TOP OF PENTHOUSE ROOF 10.0

l. "

,.., 1.2

(/)

(.!)

z 0

1.0 1-0::

LLI

.I

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u *'

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.l DAMPIN6 VALUES

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-12 Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-14F SPECTRA -

ESWS PUMPHOUSE OBE VERTICAL DIRECTION TOP OF PENTHOUSE ROOF 100

2.8 2.~

(J)

(!)

..... 2.0 z

0

.... 1.8 I-a:

w 1.2

...J w

(.)

.e 0

DAMPING VALUES

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0500,

0700, tt ffi

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7*15A SPECTRA-UHS COOLING TOWER SSE NORTH-SOUTH DIRECTION TOP OF ROOF 100

2..1 2.."

(/) *

(!)

2..0 z

0 M

t.t cr.

l£.1 1.2

..J l£.1 (J

(J **

0

.t DAMPING VALUES

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0500,

0700.

t\\

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L t.Q F R E Q U E N C Y 10.0 c c p s )

DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-158 SPECTRA-UHS COOLING TOWER SSE EAST-WEST DIRECTION TOP OF ROOF l.OO

l.O

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CJ)

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DAMPING VALUES

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2.11 2.2 2.0

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0

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DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL*O 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7*15D SPECTRA-UHS COOLING TOWER OBE NORTH-SOUTH DIRECTION TOP OF ROOF 100.

2.11 2.2 2.0 (I)

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( c p s )

DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-15E SPECTRA-UHS COOLING TOWER OBE EAST-WEST DIRECTION TOP OF ROOF

1.0

(/) *

.II

(!)

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0 -

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lJJ

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lJJ u

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1.0 F R E Q U E N C Y 10.0

( c p s )

DESIGN FLOOR RESPONSE SPECTRA MASS POINT 4 REF. FIGURE 3.7-13A & B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.7-15F SPECTRA-UHS COOLING TOWER OBE VERTICAL DIRECTION TOP OF ROOF 100

rA ES.W.S. PUMPS

& HATCH COVERS 12'-0"x12'-0" HATCH COVER ( TYP)

LOG SILLCTYP)

B---,

~';S'~xH~

1 T9; 1

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LA 57' 011 I

59'-0" T

116 I 0 II PLAN VIEW-E.S.W.S. PUMPHOUSE TN

~

PN UHS. COOLING TOWER (TYP.)

E.S.W.S.

~!~

PUMPHOUSE

~~U.H.S.

I J RETENTION POND L _ _j KEY PLAN NOTE: ROOFS AND HATCHES AT EL 2038'-a*: EL 2025'- 0" AND EL 2008'- 9Y2' HAVE f'c "'

5000 psi MINIMUM AT 90 DAYS. ALL OTHER CONCRETE IS f 'c

4 0 00 p s i MIN I MUM AT 28 DAYS.

.. AIR INTAKE

........,.... AIR EXHAUST Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-1 PLAN-E.S.W.S. PUMPHOUSE

.. r---t-----,

~, z 10-

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r H. P EL.2038'-8" L.P EL.2038'-6" p

< E.S.W.S. PUMP 1-----:~*:*<**:_* ':------J L---~-'

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z ID -

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4---<t----

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~

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EL.1978'-0" UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 8-2 E-W SECTION E.S.W.S. PUMPHOUSE REV. 5 9/14

EL.2025'-0"( H. P.)

2'-0" (TYP U.N.O.

EL. 2000'-0" (H.P.)

Vl

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~

E L. 2038'-8 (H. P.)

EL. 2025'-0"(H.P.)

T

L.r--------1

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EL.2000'-0"( H. P.)

1

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+--+-- -

--1--'--T+--b------------*~

I

..:-.:~~'*>::**. ::*~~-----~*:._*~

I SECTION B-B Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-3 N-S SECTIONS E.S.W.S. PUMPHOUSE

TYP. ELECTRICAL DUCT BANK 3011 DIA. INTAKE LINE----*/

(See Note 1)

CONTROL BLDG.

I 30 11 DIA. DISCHARGEf---

LI NE (See Note 1)

- +*----~*-+

30 11 DIA. DISCHARGE LINE (See Note 1)

Note 1:

The ESWS intake and discharge line between the control building and the ESWS pumphouse and UHS cooling tower shown on this figure has been abandoned in place. The new routing of the ESWS intake and discharge line between the control building and the ESWS pumphouse and UHS cooling tower are shown on Figure 3.8-4, Sheet 2.

PLAN VI E W - E. S. W S. UN I T 1 Y A R D P I P E L I N E S

& ELEC. DUCT BANKS 4 11 DIA.

~DISCHARGE I \\~INE U H.S. COOLING TOWER UN IT 1

~-. ---t_-1---_J---- -------

/TOP OF U. H.S. RETE NT ION

--+---++------~ ~ POND SLOPE E.S.W.S. PUMPHOUSE

~

L-...-+----1-J..---"" 36" DIA. DISCHARGE LINE E99360.~---- ~----~--~-----

\\

0 01 U) 01 C5 0,...

z

~--~

<!;_ E.S. W.S. PIPE Dl SCHARGE STRUCT.

BOT. OF U.H.S. RETENTION POND I SLOPE-------1 oi o

o:

0 tvij C'i tli gj ol o*

U.H. S. RETENTION

$2

$2 POND

...... z[-Zj --I

\\'\\, __

UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT Fl GURE 3. 8-4 PLAN UNIT-1 E.S.W.S. PIPES & DUCT BANKS REV. 1 11/10

H G

F E

M D

c B

A 8

9ozn-:J WORK POINT NO.

N1 N2 N3 N4 N5 N5 N7 NB N9 N10 N 11 N12 N13 N14 N15 N15 N17 N18 N19 N20 N21 N22 N23 N24 N27 N28 N29 N30 N31 N32 N33 Cl_ ELEV.

1993'-o" 1996'-0" 1992'-6" 1987'-6" 1993'-0" 1996'-0" 1992'-6" 1987'-6" 1996'-6" 1992'-6" 1987'-6" 1996 1 -6 11 8

COORDINATES NORTH EAST 100.252.75 99.473.25 99.507.50 100.218.87 100.202.87 100.111.42 99.504.10 100.096.42 99.712-50 99.717.39 99.728-00 100.067.25 99.757.16 99.788.77 100.234.25 99.473.25 99.498.50 100.218.87 100.202.87 100.109.55 99.495.10 100.079.92 99.678.00 100.015-07 99.678.80 1 DO, 003. 045 99.679.05 99.988.20 99.678.00 99.711-10 100.036.08 99.759.15 99.788.77 100.086.27 99.564.31 100.11 o. 37 100.11 o. 37 99.706.30 99.711.19 99.721-00 100.071.75 99.759.61 99.788.77 99.917.500 99.564.31 99.903.921 99.564.321 E99.473.25 7

PIPELINE WORK REMARKS INTERFACE W/PUMPHOUSE PIPING (TRAIN A SUPPLY) 3Dn-90 DEG. S.R. IS.S. l FITTING IROLLED TO F!TJ 30n S.S. PIPE INTERFACE W/YARD VAULT (TRAIN A SUPPLY) 36" HOPE PIPE INTERFACE W/YARD VAULT (TRAIN A SUPPLY) 36"-45 DEG. FITTING 36"-45 DEG. FITTING 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I INTERFACE W/TRANSITION FLANGE

!CONTROL BLDG.- TRAIN A SUPPLY I INTERFACE W/PUMPHOUSE PIPING (TRAIN B SUPPLY) 30"-90 DEG. S.R. IS.S. I FITTING

!ROLLED TO FITI 30 S.S. PIPE INTERFACE W/YARD VAULT (TRAIN 8 SUPPLY) 36" HOPE PIPE INTERFACE W/YARD VAULT (TRAIN B SUPPLY) 36"-45 DEG. FITTING 36"-90 DEG. FITTING 36"-22-5 DEG. FITTING 36"-90 DEG. FITTING 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I INTERFACE W/TRANSITION FLANGE ICONTROL BLDG.- TRAIN B SUPPLY)

INTERFACE W/TRANSITIDN FLANGE ICDOLING TOWER-TRAIN Al 36"-90 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I 36"-45 DEG. FITTING 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I INTERFACE W/TRANSITION FLANGE

!CONTROL BLDG.- TRAIN A RETURN!

INTERFACE W/TRANSITION FLANGE

!COOLING TOWER-TRAIN Bl 36"-90 DEG. FITTING I ROLLED ELBOW I 6

X 5

CONTROL BUILDING

~---------------------- ----------------------

4 3

N31nN1oi N41 N22

~~/J~~~~+~=~=~=~~~~~{f-==-==-==-=-~-~-==-=-==-==-==-=-==-==-==-=-==-==-==-=-==-==-==-=-==-==-==-=-==-==-=1------

/I I

I I

1 I

I '

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I

\\

I

\\

I I

'* I I

-~

I

'I

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/

FOR DETAILS, SEE M-23EF01 PLANT NORTH 2

POINT SCHEDULE I, -

I I

I N30 I

/"'

I I

~-W.P.

, N21 EL.1987'-5" WORK POINT NO.

N35 N35 N37 N38 N39 N40 N41 N42 N43 COORDINATES Cl_ ELEV.

NORTH EAST 1993'-6" 99.903.512 99.589.516 1992'-6" 99.998.71 99.683.97 99.711.68 100.005.159 99.718.76 100.013.443 99.727.22 1987'-6" 100.040-58 99.753.50 99.788.77 1992'-6" 100.097.42 99.518.10 100.092.92 99.511.73 REMARKS 36"-45 DEG. FITTING I ROLLED TO FIT W.P. ELEV. I 36"-45 DEG. FITTING 36"-22.5 DEG. FITTING 36"-22.5 DEG. FITTING 36"-45 DEG. FITTING INTERFACE W/TRANSITION FLANGE ICONTROL BLDG.- TRAIN B RETURN) 36"-45 DEG. FITTING 30" C.S. TRAIN "B" SUPPLY I ABANDONED I YARD VAULT-----,

SEE DETAILS M-UC0321 003-HCC-30" ~

~

C-U208 ~/

/

08

/

~08

.J 007-HCC-30"

._,._---+-- F D R C 0 N T *,

SEE M-UC0111

& M-UC0911

~08

~?. _..._o,'D~,,

,//,//

<vv

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I /"\\

~/

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/

\\ /""'

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v

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I I N29 N_ll_

I I

oN28 N5o -,-

1 IN27

--1-*

I I

I N65 ~

N 5 ~', '-+t---'7'::.,.."-,'\\""-

4 N40 1

' ',I

w. p.

SEE NOTE 8 W.P.

W.P.

E L

1 9 9 2 ' -5 "

~~-

4:J

1.-\\) \\.~* '

/S c.,

~

~',,

I I

EL. 1987' -7 3/s"-,

N68

,:_~}~

N16 EL-1992'-5" I

I N36',,

I I

)

I I

t-- ----~---,~-*N19 N17N18

~',

4 SEE NOTE 8 N54 I '-"o I

I I I NO I

0'> I I 0'> I I.,-I I

o I

lDI _jl ::::

I 1 W lD Nl 1

Q'>l N

ml en

~I EL.1987'-7 3, 8" ITYP. AL~ DRA~NAGE TRENCH CROSS~NGSl W.P.

()'>

W.P.

EL.1992'-5"

I

..JO WI I

I I

I r::v1 N53, 1 rn,/N67

_j w

,/

/

)N71

,' '( '

I II 1\\. /

N66(

/

EL.1 993 -5::.J YN52

/

(N70 Was~

['C)

I u

N

<{

I

('C)

0) 0 J

c@

J S I M

/

1/gn

[

\\

II 1

i I N2;-------t--r~--

W. P.

! 1123 E L. 1 9 9 5' -6" @,

J----1*..,_-_ _/

L, """",.

SEE M-UC0211 N42 N43 UHS COOLING TOWER

' I,

E99.561.5

', 7 '70

-1'~

', C\\,

', J6'

----------------------+-------<t------------- ---------

1

' I of L[)

0 0

0 0 -

z I

PIPELINE WORK

/W.P.

N35y EL. 1 993' -5"

/--------,

F==y/i~9' l I

\\ I I

I I I

f

~

I I

I 1

il I N33 w.P.

--o,l-N+3~tm-~ EL-1 996' -6"

T-

\\

---/-J

-U208

,--'/

<TYP. ALL CONCRETE STRUCTURE INTERFACES)

FOR DETAILS, SEE M-UC0211 POINT SCHEDULE

( CONTi WORK COORDINATES POINT Cl_ ELEV.

REMARKS NO.

NORTH EAST N62 1993'-6" 100.110-37 99.605.00 36" 45 DEG. FITTING I ROLLED TO FIT w. p. ELEV. I N63 1992'-6

100.089.92 99.625-45 N54 99.676.70 36"-45 DEG. FITTING N55 100.110.37 99.697.15 36"-45 PUMPHOUSE 7

0 N

N.

0 0

z 6

PLAN VIEW 5

4 N55 N67 N58 N59 N70 N71 N72 1993'-o" N73 N74 1996'-o" N75 1992'-6" N75 1996'-0" N77 1992'-6" 100.097.42 99.607.95 DEG. FITTING 100.084.92 99.620.45 99.689.77 36"-45 DEG. FITTING 100.096.42 99.701.27 100.092.92 99.602-45 36"-45 DEG. FITTING 100.079.92 99.615.45 100.252.75 99.500-25 30"-22.5 DEG., IS.S.I LR FITTING 100.234.25 99.491.25 100.190.42 99.507.50 36"-45 DEG. FITTING !ROLLED TO FITI 100.185.53 99.504.10 100.190.42 99.498.50 100.185.53 99.495.10 3

2 4

D )

1 NOTES

1. FOR DETAILS OF THE ABANDONED BURIED ESW PIPING AND THE 36 GRAVITY DRAIN LINES. SEE DRAWINGS C-U201.

C-U202 & C-U204.

2. WHERE NOT PROTECTED BY CONCRETE.

THE TOP OF THE ESW PIPING SHALL BE BURIED UNDER A MINIMUM OF 4'-6 OF SOIL FOR TORNADO. MISSILE AND FREEZE PROTECTION.

3. THE BURIED HOPE ESW PIPING HAS BEEN DESIGNED FOR A STANDARD AASHTO TRUCK IHS20-44) LOADING OF 400 PSF AT A DEPTH OF 4 FEET.

ANY TRANSPORT OF HEAVY LOADS EXCEEDING THE HS20-44 LOADING MUST BE EVALUATED AND MUST NOT EXCEED 1650 PSF AT A DEPTH OF 4 FEET I REF. CALCULATION 2007-16760).

4. ESW UNDERGROUND HOPE PIPING IS TO BE INSTALLED IN ACCORDANCE WITH SPECIFICATION S-1080.

5. THE BURIED PIPING WORKING POINT COORDINATES FOR EAST & NORTH ARE WITHIN +/- 12" AND +/- 3 FOR WORKING POINT ELEVATION. UNLESS NOTED OTHERWISE.

6. TYPICAL PIPING TRENCH DETAILS ARE PROVIDED IN SECTIONS 1. 2. 3 AND 8 OF DRAWING C-U208. THESE DETAILS SHOULD BE USED AS APPLICABLE WHENEVER OTHER DETAILS ARE NOT SPECIFIED.

7. WELD J 0 I NTS REFERENCED TO THIS NOTE WERE INSTALLED USING BACKING RINGS.

8. IN AREAS "PERMANENTLY REMOVED FROM SERVICE"

9.

REFERENCING THIS NOTE:

SECURITY BARRIER HAS BEEN INSTALLED IN PIPING PER MP 17-0017 AS GOVERNED BY NEI 09-05: GUIDANCE ON PROTECTION OF UNATTENDED OPENINGS THAT INTERSECT A SECURITY BOUNDARY.

DENOTES EQUIPMENT PERMANENTLY REMOVED FROM SERVICE AND MAY NOT BE LOCATED AS SHOWN.

REFERENCE DRAWINGS C-U208 ESW REPLACEMENT PIPING TRENCH DETAILS C-U209 ESW SUPPLY LINE YARD VAULT PLANS & SECTIONS C-UC516 UHS COOLING TOWER PENETRATION ROOMS -

PLANS M-23EF01 PIPING ISOMETRIC ESSENTIAL SERVICE WATER SYSTEM CONTROL BLDG IA&BlTRAINS M-UC0111 SMALL PIPE SPOOL ORTHOGRAPHIC ESWS PUMPHOUSE M-UC0211 UHS COOLING TOWER PIPING PLANS & SECTIONS M-UC0321 ESW SUPPLY LINE YARD VAULTS PIPING PLANS & SECTIONS M-UC0911 ESWS PUMPHOUSE PIPING SECTIONS & DETALS REV.

DATE 1

021010 DRAWN CHKO. SUPV.

MAL T JC TWS INCORP.

MP 07-0066.

FCN-14.

FCN-19, FCN-24.

REV.

DATE 2

02 031 1 DRAWN CHKO. SUPV.

MAL T JC TWS INCORP.

CAR 201010010.

REV.

DATE 3

09031 4 DRAWN CHKD. SUPV.

MAL RLW DME INCORP.

CAR 201404565, ACTION 1.

REV.

DATE H

G F

E M

D c

4 1 oo917 B

fnoiiRAcwwclN "'cH'iK'ii'o _'T-i-Ts uTopvv.-1 MAL RLW DME DRAWN I DATE I N/A CHKD. IDATEI N/A SUPV. !DATE I N/A INCORP.

MP 17-0017.

REV. O.

AS-BUILT E.S.W.S. REPLACEMENT YARD PIPING PLAN FSAR SA FIGURE 3.8-4 SHEET 2 APPD. IDATEI LOCATION N/A CLASS CALLAWAY ENERGY CENTER UNION ELECTRIC COMPANY ST. LOUIS, MO.

C-U206 1

4 A

CALLAWAY - SA Figure 3.8-5 has been deleted

CALLAWAY - SA Figure 3.8-6 has been deleted

ww

~a..

!a._

z-e-(./) w 0:::

~

_j w d

c5

!---=

0 I b

~

.::: 0 I

b

~

UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-7 SECTION THROUGH E.S.W.S. PIPES & DUCT BANKS REV.1 11/10

4~ i>....

.,_ 1.

Jl

. ~

GRADE WOOD CLOSURE PIECE OR APPROVED EQUAL-------,

PERFORATE TO RELEASE AIR AS REQUIRED 4'~ PIPE

~~~~~~~~~~~r=~~~~

/

~

EL.1994-9 FILLER MATERIAL FOAMED-

/

//

7-6 IN-PLACE AFTER PIPE INSTALLATION.

//

15,0' C.M.P. GALV.& COATED WITH COAL-TAR ENAMEL, 14 GA.,2S/:tx}2// CORR.

4"",¢ DISCHARGE PIPE PENETRATION-E.S.W.S. PUMPHOUSE Rev. OL-0 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3. 8-8 4~&3C{DIA. PIPE PENATRATION DETAILS SHEET-1

BOOT RTV CAULK (TYP)

S.S. HOSE CLAMPS OR 3/4" BANDING EXTERIOR FACE OF WA L l:-------tl--t BOOT PENETRATION SEALS NOTES:

1. Fill sleeve with filler material (RTV foam) with in approximately 2 to 3 inches of exterior end & 1 to 2 inches from interior end.

2. Install approximately 1/2" of RTV caulk on sleeve

& filler material interface as shown.

UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-8 9

.1/

4& 30DIA. PIPE PENETRATION DETArLS SHEET-2 REV. 1 11/10

w (j)

~

0

)>

WOOD CLOSURE PIECE. DO NOT ~ ( 1 :c.

ATTACH TO CONCRETE, LUBRICATE SURFACE NEXT TO CONCRETE WITH LUBRAPLATE OR APPROVED EQUAL-. ----~

42~x14-0 LG. CMP 18GA.

WI 3x 1* CORR. ( GALV l WOOD CLOSURE PIECE OR APPROVED EQUAL.

Ft. V4" BUTT WELD PREP END OF PIPE.

'--:-:::---,---d== (

COOLiNG TOWER DISCHARGE TRENCH A~

Cf_36"¢ PIPE & SLEEVE i--lll---'1- ~~L 19 90 1

- (!"__

L1501to RF WELDING NECK FLANGE PER API 605 w; BOLT CiRCLE DRILLED

& TAPPED 44 PLACES FO~ 7,ti DIA. COARSE THREAD SERIES BOLTS IN ACCORDANCE wj ANSI 81.1, CLASS 2A Fit.

36" cf:> DISCHARGE PIPE PENETRATION-U.H.S. COOLING TOWER O>:D

--(I)

~:<

0 b 36"4>DISCHARGE PIPE

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6" COARSE Rev. OL-O FILTER MAT' L. 6/86 UNION ELECTRIC COMPANY CALLAWAY PLANT FINAL SAFETY ANALYSIS REPORT FIGURE 3.8-18 DISCHARGE STRUCTURE U.H.S. RETENTION POND

ML24191A286

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