ML18024B500
| ML18024B500 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 01/26/2018 |
| From: | Comanche Peak Nuclear Power Co |
| To: | O'Banion M Plant Licensing Branch IV |
| O'Banion M | |
| Shared Package | |
| ML18024B494 | List: |
| References | |
| Download: ML18024B500 (238) | |
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PERRIN ~\t,J ~OYD Justmu
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OKLAHOMA NEW ME~ICO o 10 lO *o Mdes
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SCALE 10 0 10 20 30 40 50 60 70 MILES BHJHIEHJHIHBU~======3C::::::J~=======c::::::J~=======c::::::J~======3 SITE COORDINATES UNIT NO. UNIT NO. 2 TEXAS GRID Y=229,723.96 Y=230,010.86 (FEET) X=1,911,921.11 X=1 ,911,951.27 U.T.M. GRID N=3,573,903 N=3,573,991 COMANCHE PEAK S,E.S. (METERS) E=614,393 E=614,401 FINAL SAFETY ANALYSIS REPORT (ZONE 14) UNITS 1 and 2 LATITUDE 32°17'52.02 32°17'54.85" LONGITUDE 97°47'06.15 97°47'05.79 SITE LOCATION FIGURE 2.1-1
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SQUAW CREEK RESERVOIR TOA.T. &S.F.
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RY. CO. *IN TIIAC' ~
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AMENDMENT89 AUGUST 20, 1993 LlG£Nc - - - - - - PROPERTY LINE & SITE SOONORY COMANCHE PEAK S.E.S.
EXCLUSION AREA FNAL SAFETY ANALYSIS REPORT PLANT ACCESS ROAD UNITS 1 and 2
- - . - - - ROAD E-.sEMENT SCAlf
- - * * * - -HOOD/S~ERVELL COONTY LINE
!tOO 120C 1800 2~00 H£T SITE AREA FIGURE 2 I -2
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OIEitCEIICl 1
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I'ILL\IOY
' l\ CEit:TMY SQUAW CREEK RESERVOIR /'+*.,)
1.. ** _,.* ALL EXCLUSION AREA SURFACE RIGHTS ARE OWNED BY THE APPLICANTS \
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TO *. 1. l I.F. I RY. tO. *I* TIIACl / AMENDMENT 87 DECEMBER 18, 1992 LECENO -- -- UCLVSIO!I ME~ COMANCHE PEAK S. E. S.
*L*KT *cuss *o*o FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 OWNERSHIP OF SURFACE RIGHTS SCAU
,00 1200 110Cl za.oo FUT IN THE EXCLUSION AREA FIGURE 2.1-2 A
SQUAW CREEK RESERVOIR
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TO A.T. & I.F. ll'f.CO ....~- AMENDMENT 87 DECEMBER 18, 1992 LEGEND EXCLUSION AREA COMANCHE PEAK S. E.S. PLANT ACCESS ROAD FNAL SAFETY ANALYSIS REPORT - - - - - - - - - L O N E STAR GAS 6" PIPELINE UNITS 1 and 2 - - - ----WEST TEXAS GULF 26" OIL PIPELINE EASEMENTS WITHIN
*oo j 100 1100 2~00 rHT
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-.\ THE EXCLUSION AREA
,,,.<fl' 0 .'It,
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- FIGURE 2.1-28
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SQU/II..W RESERVOtR
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AMENDMENT89 AUGUST 20, 1993 lltiJI) IMMSS P:Oit llt!N("AL EXItlOftATION MAY IE - - - "
UCUIII*~
ALLOWED COMANCHE PEAK S.E.S. l'lMT .-ca:ss - FtW.. SAFETY ANALYSIS REPORT
- S S A"O EGIO[ 55 IIIGHTS fOil M ...[IIAl IIITU!t:HS UNITS 1 and 2 OUTITAIOOIIOG 0 - IIOC 1111 J . . . ,.fT EXCLUSION AREA MINERAL RIGHTS
* "'"', *""' F~ 2.1-2C~
\\ i ,\ ~ KEY:
[ i/ <*.)/to *y*~ ~*'jMATED V) 1976 POPULATION
) J~ p lJECTED 40 CTED 1980 POPULATION 2000 POPULATION
}sJ~ ~
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.._:'<',._ *NOTE. 1970 AND PROJECTED 2020 POPULATION
'""\ FROM 0 TO 1 MILE IS NIL *
- _)/
\ ...) \
CLESURN
/~TATE PARK
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IN MILES 0 2 3 4 5 98 106 COMANCHE PEAK S. E.S. 117 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 POPULATION DISTRIBUTION BY SECTOR-AREA s ...._____ __O_IQ_lQ_M,__~_:~l,_.,Lc'::.:ES,__.___ _.. FIGURE 2.1-3
N NNW GRAFORD* DALLAS ENE WNW ___!)ALL~ COUNTY_ I ~STRAWN
- ELLIS COUNTY
_1
--T-MINGUS 1
RANGER I
~AXAHACHIE w E
'0>\TALY r
HILLSBORO KEY: ESE 20 ESTIMATED 1976 POPlJLATim~
~"iJ" FR<)JE<.-'T£D 1381) POPU!.ATION 60 PROJECTED 2000 POPut.ATION
REFERENCE:
THE BASE fOR THJS MAP WAS PREPARED FROM PORTIONS OF THE (p FOLLOWING U. 5 GEOLOGICAL SURVEY I 250,000 MAPS ABILENE, 1954, REVISED 1965 COMANCHE BROWNWOOD, 1954, REVISED 1964 DALLAS, 1954, REVISED 1963 SHERMAN. 1954, REVISED 1963 WACO, 1954, REVISED 1963 sw COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 POPULATION DISTRIBUTlON BY SECTOR-AREA 10 TO 50 fl! LES s FIGURE 2.1-4
,- I
\
\
.. LEGEND PROPERTY LINE EXCLUSI~ AREA J< \'\. . . .~.-*r****
( '/
,\ ***** '/. {-,.;~~;:~~-***~:::: COMANCHE PEAK S.E.S.
*****-:./ ( FINAL SAFETY ANALYSIS REPORT 4\
... UNITS 1 and 2
'*******--~
- I lULl
...* LOW POPULATION ZONE
**........... .. ( G-4 111 LES FIGURE 2.1-5
10,000,000 r-----.,.-----r---.....,....-----.----...,..-1---.,.------, I 5,000,000 1------+- -----+----+----+---*---ll-/---+0-----l I
~II 0
ASSUMED UNIFORM POPULATION DENSITY OF 500 PEOPLE I SQUrE Ml~ /0 1,000,000 1-500,000
~
z: 0 ~ c( f-0 IJ s LJ.J > 100,00
- E
-
- > 1-u
/°l/~
50,000 1-1-
- j. I CPSES CUMULAT~VE POPULATION I
CURVE, 1980
~
1 r 11 0 10,000 f-1- 1-
~
5,000
~
1-1- 1,000 0 If 10 20 30 40 50 MILES FROM CPSES SITE COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 1980 CUMULATIVE POPULATION FIGURE 2,1-6
10,000,000 .------.----,-----,----...,.----.,.----r-1----, r- /0 5,000,000 1----~-----+----+-----+--- /-----: 0 '--------+----------1
~
ASSUMED UNIFORM POPULATION DENSITY OF 1000 PEOPLE I SQUARE Ml~/0 i / 0 0 / 1,000 ,000 l-_-----+-----t-------,,_/--t----+----.0-----+-------l f.- f.- Ii 100,000 ~f------+---11---+,----+-- II
/f---l~----+----+-----1 Il/C E I // :
50 .ooo ~-------_--+----! I I f- 0/0 CPSES CURVE, CUMULATIVE 2020 POPULATION f-- 10,000 1--_----+-l---f-*-+-----+--***-----f----- -+-- ---1---*-**-
=
1L 1-----11-1----f--+----+----'[f------t----+----1
- ll 5,000 1--
0 1 *000 ~___ ___JOL-...JIL-_l..l.0_ _ _ _2LO---_J30---___:.40----5LO---_J MILES FROM CPSES SITE COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 2020 CUMULATIVE POPULATION FIGURE 2.1-7
KEY
*
- AIRPORTS STATUTE MILES 0 10 20
- :~~ REFUELING TRACKS COMANCHE PEAK S. E. S.
to VICTOR AIR LANES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 AMENDMENT 82 JULY 31, 1991 AIR TRAFFIC 0 TO 20 MILES
REFERENCE:
This map was prepared from portions of sectional oeronoutieal charta, San AntoniO a Ft. Worth. FIGURE 2. 2-1
0 K LAHOMA. e Ml OLAND TEXAS SAN ANTONIO 0 STATUTE MILES 100 COMANCHE PEAK S.E.S. 200 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CLIMATOLOGICAL STATIONS AND REGION FIGURE 2. 3-1
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 AIR POLLUTION POTENTIAL NUMBER OF DAYS IN 5 YEARS
Reference:
Holzworth, G.C., 1972 ..--------------1 FIGURE 2. 3-2
DALLAS FORT WORTH CLEBURNE SCALE IN MILES 0 20 40 60 80 100 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOCAL METEOROLOGICAL STATIONS FIGURE 2.3-3
\.
1000~ SCALE IN Ml L ES 0 0.5 1 2 PEAK S. E.S. COMANCHEANALYSIS REPORT FINAL SAFETY d 2 UNITS 1 a_n_ E COMANCHE PEAK TOPOGRAPHYLEOC~R1~ STEAM E STATION AREA FIGURE 2' 3- 4
1000 1000 _j (/) 900 NW SITE SE
~
_j (/) ~ GRADE ...-.: IJ.... IJ.... 800 800 z z 0 0 I- ~ <i lJ.I lJ.I _j _j lJ.I lJ.I 600 600 5 4 2 0 2 3 4 5 DISTANCE FROM STATION (MILES) 1000 1000 _j NNW SSE _j
-r:
(/) (/)
- 2 900 SITE 900 ~
I-' GRADE z - IJ.... 800 800 IJ.... z0 0 I- -
_j w _j w w 600 600 5 4 3 2 0 2 3 4 5 DISTANCE FROM STATION (MILES) COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TOPOGRAPHIC CROSS SECTIONS (CORRESPONDING TO RADIALS SHOWN
......-----*IN FIGURE 2. 3-4 FIGURE 2. 3-5
1000 1000 E ,..... _j _j (f) 900 SITE 900
~~ ~
(f) ~ GRADE ct
~
~ lL lL. 800 z z 0 0 1-1- <( <( > 700 700 > w w _j _j w w 600 600 5 4 3 2 0 2 3 4 5 DISTANCE FROM STATION (MILES) 1000 1000 _j ESE ,..... _j (f) SITE (f)
~ 900 900 ~
r-: WNW GRADE r-: lL. RESERVOIR 1- SQUAW CREEK lL. z 800 800 z 0 DAM 0
~
<( 1-
> 700 700
<(
w w _j w _j w 600 600 5 4 3 2 0 2 3 4 5 DISTANCE FROM STATION (MILES) COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TOPOGRAPHIC CROSS SECTIONS (CORRESPONDING TO RADIALS SHOWN
~----I~£IGURl_=2~.3~-~4~----~
FIGURE 2.3-6
1000 1000 sw NE :J (/) _j (/) 900 ~
~ SITE GRADE r-:
r-: Lt. Lt. 800 RESERVOIR 800 z z0 0
<! 700 700 > > w w _j
_j w w 600 600 5 4 3 2 0 2 3 4 5 DISTANCE FROM STATION (MILES) 1000 1000
- WSW ENE ...-..
_j (f) (/)
~ 900 SITE 900 ~
r-: GRADE ~
- s: ~
Lt. Lt. z ~ 800 z 0
~ 0 <( ~ .......
w _j 700 ~ Qj 700 > w _j w w 600 600 5 4 3 2 0 2 3 4 5 DISTANCE FROM STATION (MILES) COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 TOPOGRAPHIC CROSS SECTIONS {CORRESPONDING TO RADIALS SHOWN t-------=I:..:..=.N._£I GURE_ 2. 3-4) .. _ FIGURE 2. 3-7
CARROLLTON SCALE IN MILES 0 10 20 30 40 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GDIERP.L TOPOGRAPHJ C FEATURES TO 50 MILES FIGURE 2.3-9
N NW / NE w 20% E s 10 METER 60 METER COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 WIND DIRECTION FREQUENCY DISTRIBUTIONS AT CPSES FIGURE 2.3-10
N w s
--DALLAS LOVE FIELD (1 MAY 1972 - 31 DEC. 1972) ---COMANCHE PEAK (15 MAY 1972- 31 DEC. 1972)
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 WIND DIRECTION FREQUENCY DISTRIBUTIONS FIGURE 2. 3-11
' ~\
/EVAPORATION POND NO. 1 , SERVI Cf viATER DISCHARGE TO BE CLOSED AND \ ( CLI\SS : ~ , ABANDONED IN PLACE ~
, - / , I rSERVICE wATER lNTA',t AMENDMENT 87 DECEMBER 18, 1992 RECREATIDNA~ FACILITY AND COMANCHE PEAK S.E.S.
SECURITY TRAINING AREA FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 I FACILITY PLAN INCLUDING LOCATION OF METEOROLOGICAL TOWER 0 50( 1000 FT
\ FIGURE 2. 3-12
CPSES/FSAR FIGURE 2.3-13 This Figure has been deleted. 94 Amendment 94 August 1. 1996
CPSES/FSAR FIGURE 2.3-14 91 This Figure Has Been Deleted Amendment 91 Apri 1 15, 1994
CPSES/FSAR FIGURE 2.3-15 91 This Figure Has Been Deleted Amendment 91 April 15, 1994
CPSES/FSAR FIGURE 2.3-16 91 This Figure Has Been Deleted Amendment 91 April 15, 1994
CPSES/FSAR FIGURE 2.3-17 91 This Figure Has Been Deleted Amendment 91 Apri 1 15, 1994
N COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DILUTION FACTORS-LONG TERM (x lo-7 SECONDS/METER3) 1----___..!:0,__T 0 .... ~ .-'-M=IL=E=S_ _ FIGURE 2. 3-18
s COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DILUTION FACTORS-LONG TERM (x 10-8 SECONDS/METER3)
.___ ____::O:.__T 0 50 MILES FIGURE 2. 3-19
LEGEND
CATCHMENT BOUNDARY
---SUB- CATCHMENT BOUNDARY * * *
- SPECIAL SUB-CATCHMENT FOR SAFE SHUT-DOWN DAM UN-I SUB-CATCHMENT IDENTIFICATION (WHERE NO STREAM IDENTIFICATION GIVEN)
A USGS STREAM GAUGING STATION NOTE RESERVOIR LEVEL SHOWN AT 780' THIS IS A FLOOD STAGE ONLY NORMAL OPERATING LEVEL IS BETWEEN 770' AND 775' J
/
SQUAW CREEK DAM 0 2000 4000 6000 FT
~- I REFERENCE THE BASE FOR Tl-i!S MAP WAS PREPARED FROM PORTIONS OF- THE_ FOLLOWING USGS QUADRANGL::
MAPS NEMO, 196\; PALUXY, 1961; f~lll CITY, 196:; TOLAP, 1961; GRANBURY, i961 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SOLA',/ CREE< REMI /01 R :ATCIWENT FIGURE 2.4-l
COMANCHE PEAK S.E.S. FtW. SN'ETY NW.YSIS AEPCm" UNITS 1 Mld 2 ROOF tfWNS ~ SAFEGUARD, AUXLIAR'I' 6 Fl.El. BUILDING FG.ft 2.4-2
... e 3 8
-- +
~--1'!_*_:::2_. __,__ _n*~--~~- I
- '2q -_'l I ~I I i o'
I @1-- ;,'I
<"I 18 f I
t*-
;11 I
----+j
~~~~~;_,'=",.."\, 'Ff':::~~ll,l(o- 1 I lf1--- ":>TAINl.-Ei? I II y,J/Il>J'T~o;!.O.!.<.CP I I "'-'*"- 1::.'(1' CAP
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"'"'~ ~0"'"1 ll
'I I Oi'>'~ .:!o*"'T i'To? a"' li!oof' ~~,.~
[l' "<!" .;-**1,1 l!-1.. &-3$*10'
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_5WITCHC!,EAR BviLJ/J.:::IC. PART PLAN- OPeR-" l"INC, FLOOR
@ E'L 83:>' 10" UNIT"' '2 __SWITC_I:'f!b-"-R f?uiLC',NG P.C.Ri vLAN- OPeRATING; FLOOR
("0 G'L Bi;,'!)-10" UNIT* 1 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SWITCHGEAR BUILDING ROOF DRAINS FIGURE 2.4-3
PEAK S.E.S. COMANCHE NALYSIS REPORT FINAL SAFETY A d 2 UNITS 1 an TOPOGRAPHIC MAP OF SITE FIGURE 2
- 4-4
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0 10 20 30 40 50 Miles
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REFERENCE The bose for this map was prepared from a portion of the Texas Highway map, prepared for COMANCHE PEAK S.E.S. Gulf Oil Corp by Rand Me Nally, 1971 edition, and the Surface -Water Development map of the Texas Water FINAL SAFETY ANALYSIS REPORT Development Board, November 1968. UNITS 1 and 2 TEXAS PORTION OF BRAZOS RIVER BASIN FIGURE 2, 4-5
TARRANT SHPHENVILLE ERATH /""\ /
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\ HAMILTON
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COMANCHE PEAK S.E.S. KEY FINAL SAFETY ANALYSIS REPORT POSSIBLE FUTURE LAH UNITS 1 and 2 c::::::::J EXISTING LAKE REFERENCE The base for th1s map was prepared from port1ors A SELECTED STREAM GAGING STATIONS of U.S.G.S t*250,000 quadrort maps REG l O~AL TOPOGR~PH l C i"AP of Abilene, Dallas-Fort Worth,
- SELECTEG PRECIPITATION Brownwood and Waco sect1ons.
GAGING STATIONS FIGURE 2.4-6
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SURFACE HATER USER f'IAP OF BRAZOS RIVER FIGURE 2.4-7
400~--------------~--------------~---------------r--------------~----------------~--------------, 0 300 z 0 u IJ.J (/) 0:: IJ.J Cl. 200 1-IJ.J IJ.J IJ.. u (l)
- J u
IJ.. 0 (/) 0 z
<1
(/)
- J 0
I 1-70 w (!) 0::
<1 I
u (/)
-n 0 z
):>()
C) :r: fT1 ro c::JJ o~!~ (f)S
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c
------~----1 m
-nz z::oz
>-<Z z mo c:
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.;,. ::0):>):> -j ~I co I
N (f) ):>m z
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0 '"'0 U> fT1 01 30
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<-nm
-< ::J !::2 Cl. (f)
):> 5 10 15 20 25 35
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- 00::0 N (/)
0 Cl):> (f) z :JJ CONTRIBUTING DRAINAGE AREA IN THOUSANDS OF SQUARE MILES U> Cl m m
""'0 0 (f)
- JJ
-j
160 PEAK INFLOW = 149,000 cfs 2200'BROAD CREST
--- 752 ---r-ITENERCENCY SPILL~~
I AT 78=! 140 ----l--+------1 790 100' UNCONTROLLED OGEE . ***- *-*-- ~ I PEAK OUTFLOW = 131,150 cfs ~*.CREST SERVICE SPILLW~-- .--- ! 788 AT 775.0 ..- I I vt:::=f=?.-- I I ~ I I 1-c 786 I _,. . y 120
~V '-. 1- CbMBINED 0
DISC~ARGE VI 1 u.
.... I _; TOTAL I
784 0 I I
~ '/ i Vl 0
z~ VI 100 INFLOW I I I I 130 ---- z Q 1-782 f--/ I I I I l c 5:z: ....> 780
.... 80 120 780 .....
....J 778 I I I
- __-- _[.___ ~. 1----~I 792 181
... i I j!!; 783 l
I 784 '
~ /1-----
I J
~to]k 776
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60 I 110
,._ 100 774 I J
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\--~TFLOW I 0 20 80 120 140 0 40 60 100 788 i II~! I SPILLWAY DISCHARGE IN THOUSANDS OF CFS
\\
40 100 90 I I
";,¥ I ~~~ I SPILLWAY RATING I
20 90 60
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II~;
' '.., ... t---.. ...v I
---- I Ill i
II: 0 ' I 60 j f--- ... - 70 AREA IN THOUSANDS OF ACRES 0 10 20 30 0 50 60 70 80 i 0 6 4 0 789.7 A1 36.4 Hr-s. 2
~g-820 TINE IN HOURS I
~
70 60 800 v
~
HYDROG RAPHS 789 111 I~ 1-j!; I ~ 780 """')'-..., K -- 1-- 1--- lj _..... ~ 1-
<<t 1rs ll 60 -~ 50 t::l 760 ......
I /
.,/"' ...... ~
~
~ CAPACIT~/"
787
~ 740 v i v v ij lj);
50 >-
..o:- 40 z 720 0
i _. ll:
~
i= ARE~~ I -' 4 700 786 ei ~ ( Vj'1-J,/
-' TOP OF CONSERVATION STORfGE: ELEV. TIS.O
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1- w J LLI 40 -- 30 680 AREA: 3,272 ACRES ;
- u. I CA~ACIT;* l50i953 fCRE ~FEET
~
785 784 660 1 DRAINAGE AREA* 64 SQUARE MILES ..: I
//;r7J DESICN STORIA RAINFALL: 39.11NCHES ....
0 30 783 J 20 640 I I I I DESIGN STORM RUNOFF* 34.11NCHES w
<II 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 c
z 182 CAPACITY IN THOUSANDS OF ACRE-FEET
~ 1~
b:i"" f 781 20 / 10 1-
~-~ u=780-81 781-82 AREA - CAPACITY CURVE
,.i:
0_. 9 ~~.,.
~7J9-80 L778 79 778
.... 10 L:=;n-7B 0
- r;;? ~ 776-17
~
1-
.c( ~,-- - 776 SPILLWAY DISCHARCE I
-' 775 I I
- l 0 a
- Iii 0 5 65 COMANCHE PEAK S.E.S.
10 IS 20 25 30 35 40 45 50 55 60 70 75 TINE IN HOURS FINAL SAFETY ANALYSIS REPORT UNIT I and 2 MASS CURVE SQUAW CREEK RESERVOIR FLOOD ROUTING AMENDMENT 78 JANUARY 15, 1990 FIGURE 2.4-9 051589027 .OGN
5,000 I I
- 6. 14 H rs.
1 I I 1\ 4,680 cfs
- 3. 45 Hrs.
I I I \ 1 r I 4,370 cfs I I \
\
4,000 I I /' 3,600 cfs 0
\ I I
\
I I
........_UPPER WATERSHED (38. 0 SQ. MI.)
I \ I I I
'l 3,000
\ I I I
~
V) a. MAX. 6 HOURS u.. u b. REST OF STORM -z 0 ....J u.. 2,000
\ '\
1\ YEAS ADJOINING\ 2 I THE LAKE (20. 3 SQ. MI.) h \ \\
\
1,000 I
\ ""'
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l / IJ
*~
"" " ~ ..............
i--- 0 ~ ~ ~ 0 3 6 9 12 15 TIME IN HOURS COMANCHE PEAK S.E.S. NUCLEAR PLANT UNITS 1 and 2 SQUAW CREEK WATERSHED UNIT HYDROGRAPHS FIGURE 2.4-10
,_.,... ~
~
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f..--- !---
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v--- 790 r----- " 789 scR at E.\~.
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~ V"'~ ~~ i
-~ 1S\ _,.
v / :-t. u)
~~
(/) __.,. so ~ COMANCHE PEAK S.E.S. 1 V"~ 780 ---~9/[/ FINAL SAFETY ANALYSIS REPORT
-~~~ UNITS 1 and 2 11:?" --
vv
~~ Safe Shutdown Impoundment Spillway 776 j(/ Discharge Characteristics FIGURE 2.4-11 0 5 10 15 20 DISCHARGE IN 1.000 CFS
1 400 f 1,300
'\
1,200
\
l 100 f 1 ,000 900
'\
Vl 800 \
\
u.. u z 700 5: 0......J
\
\
u.. 600 2
\
500 400 I 1\ I 300 --
~--
I 200
~
100 0 ~ 0 2 3 4 5 6 TIME IN HOURS COMANCHE PEAK S. E.S. NUCLEAR PLANT UNITS 1 and 2 SAFE SHUTDOWN IMPOUNDMENT UNIT HYDROGRAPH FIGURE 2.4-12
95~------~--------~----~~----~--~-----r-,~~~ 25 YEAR RETURN PERIOD FLOOD POST POSSUM KINGDOM Cl z 0 (.) w (/) 0:: w a. 1-w w LL. u CD u LL. 0 (/) Cl z <t (/)
- > I 0
I AFTER COMPLETION 1- OF MORRIS SHEPPARD DAM I z 3 0 ....J LL.
- Y::
<t 25~-------~------~~--~~------~~~---+----~~ w a. 5L----L--~---------L----~-----J---J----~--~--~ 98 90 70 50 30 20 10 5 2 PROBABILITY OF EXCEEDANCE COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PROBABILITY OF EXCEEDENCE OF ANNUAL PEAK FLOW ON THE BRAZOS RIVER AT STATION 8-0910 NEAR GLEN ROSE FIGURE 2. 4-13
\;c~j CJ £:?~ (
LOCATION: PLANT SITE ANGLe COSINE LENGTH OF RADIAL W<GTH PRODUCT
)
RADIAL FROM OF EACH RADIAL PARALLEL TO OF NU~1BER CENTRAL ANGLE (STATUTE ~ILES} CENTRAL RADIAL (3} X (5} RADIAL (STATUTE r~ILES} (1} (2} (3} (4} (5} (6} 1 420
- 743 . 756
- 562 .42 2 36° .809
- 795 .643 . 52 3 300 . 866 .814 . 705 .61 4 240 . 914 l. 40 l. 280 1.17 5 18° . 951 l. 32 i. 255 1.19 6 120 . 978 i. 31 l. 282 1.25 7 60
- 995 1. 27 1. 264 l. ?6 8 oo I. 000 2.01 2. 01 2.01 9 60 . 995 2.01 2. 00 l. 99 10 120
- 978 1.82 1. 78 1. 74 11 180
- 951 1.63 l. 55 1.47 12 24° . 914 l. 51 l. 38 I. 26 13 300 . 866 1.46 1. 26 1.09 14 36° .809 .30 1.18
- 96 15 420
- 743 . 00 0. 0 0.0 13.512 16.94 EFFECTIVE FETCH (Fe} = :~:;~ 2 1. 25 ~ILES LOCATION: SQUAW CREEK DAM ANGLE COSINE LENGTH OF RADIAL cENGTH PRODUCT RADIAL FRO~ OF EACH RADIAL PARALLEL TC OF r;UMBER CENTRAL ANGLE (STATUTE MILES} CEtiTRAL RADIAL (3} X (5}
RADIAL (STATUTE MILLS} --*--SQUAW CREEK (1} (2} (3) (4) (5} (6}
/ DAM 1 42° . 743 1. 33 . 99
- 74 2 360 .809 .81 .65
- 53 3 300 . 866 .81 . 70 .61 4 240 .914 .61 . 56 . 51 5 18°
- 951
- 57 . 54 . 51 6 120 . 978
- 59 . 58 . 57 7 60 . 995 . 57 . 57
- 56 8 oo 1.000 4.43 4.43 4.43 9 60 . 995 1. 74 1.73 1. 72 10 120
- 978 1. 59 1. 55 1. 52 11 180 . 951 1. 36 1. 29 1. 73 12 240
- 914 1. 40 1. 28 1.17 13 300 . 866 1. 82 1. 58 1. 36 14 36° .809 1. 59 1. 29 1.04 15 420
- 743 1. 34 1.00
- 74 13.512 17.24 EFFECTIVE FETCH (Fe) = ;;: ~i 2 = 1. 28 MILlS
REFERENCE:
ALL WAVE CALCULATIONS ARE DONE ACCORDING TO PROCEDURES PRESENTED COMANCHE PEAK S. E.S. IN THE CORPS OF ENGINEERS "COMPUTATION OF FREEBOARD ALLOWANCES FOR WAVES IN RESERVOIRS." tTL 1110-2-8 DATED AUGUST 1, 1966, FINAL SAFETY ANALYSIS REPORT PUBLICATION. UNITS 1 and 2 FETCH DIAGRAM PLANT SlTE AND SQUAW CREEK DAf'l FIGURE 2' 4-14
(3) (1) (2) (3) (4) (5) COSINE LENGTH RADIAL LENGTH PRODUCT RADIAL M*/GLE COSINE u:r..G'l'H RADII\:., LENGTH FHOM O>' or PARALLEL TO (3) X (5) NtlHBER F~l)M or or PAJIALLLL '1'0 CENTRAL ANGLE AADIAL CENTRAL RADIAL CENTRAL RADIAL CENTRAL RADIAL RADIAL (FT) RADIAL (FT) 1 420
- 743 500 371 276 420
- 743 1200 892 663 22 36° .809 550 551 446 360 .809 1200 971 795 300 .866 050 563 563 300 . 866 1300 1126 975 24° .914 750 685 686 24° .914 1400 1280 1170 18° .951 950 903 859 18° .951 1450 1379 1311 120 .978 1000 978 956 }lO .978 4700 4600 4499 60 .99::. 1900 1890 1080 60 .99S 4E,Q 4129 4108 8 00 1.000 1750 1750 1750 oo 1.000 3900 3900 3900 9 60 .995 1700 1691 1682 60 .995 4250 422') 4208 10 uo .9"/8 1600 1565 1530 10 uo .97e 2600 2543 2487 11 180 .951 1000 951 904 11 180 .951 600 571 543 12 240 .914 650 594 543 12 2<:10 .914 ~{)l) 4:,*, 418 13 300 .866 500 433 375 13 JQO .866 400 346 300 14 360 .809 400 324 262 14 3V-' .8()9 400 324 2(.2 15 420
- 743 350 260 193 15 420 . 743 }50 260 193 TOTAL 13.512 TOTAL 12905 TC/1'1\L 13.512 TOTAL 25822 NOON ED IN PLACE_~
l ~
""- --~~-
<.!) z 0
- z: ~
~ 0
~V) a:
1--0 _j D <<z: 1-:Z: a: o.:>- 1-0 0 D 230,000 W CL 0- ;z: ...,:r
.qU Mt:
<(Q V) r-- ~a_ ~
/D
.3;
\,
r~-'- - #~.~-- I SERVICE WATER DISCHARGE \ ' \ ICL~SS
\ ,__ /\ ,/)) f I-s'ERVICE WATER
, , 840 / CLASS I
~*:o~*/
\~
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FETCH DIAGRAM SAFE SHUTDO\~N I ~1POUNDMENT DAM 0 500 1000 FT
~l!!!!!liiii~iiiiiiiiiiiiiiiil
COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LAYOUT OF S.CR.DAM FiGUf1l 2.4-16
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2
---*--*----*-*-**-----1 S.C.R. DAM EMBANKMENT SECTION AND DETAILS F!GURE 2.4.17
COMANCHE PEAK S_E_S_ FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SPILLWAY PLAN AND PROFILE ~-----~-~-------- FIGURE 2.4-18
Cit ~ ~1 ~ COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SPILLWAY DISCHARGE CHANNEL GRADING FIGURE 2 .4 -19
I jcOMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SPILLWAY UNDERDRAIN SYSTEM FIGURE 2. 4 - 20
COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SAFE SHUTDOWN IMPOUNDMENT DAM CROSS SECT FIGURE 2. 4
- 21
COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT UNITS 1 a11d 2 LAYOUT Of S_S.I. DAM AND RELATED FACILITIES
100,000 I
' 1\ i I
1\ I I 10,000
~ I a
z OF 1,555 CFS 0 u w
- - I
(/) 1,000 ----
~
n:: w I n.. 1-w w
~
""1\1 ll...
u m 100
- J u I I
i z I I
\
~ 0
-t-
_J ll... I I 10 ---*--- 1---- ---*-- I 0.01 .I .5 2 10 30 50 70 90 98 99.5 99.9 99.99 PERCENT OF TIME INDICATED DISCHARGE WAS EQUALLED OR EXCEEDED COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Flow Probability Curve For The Brazos River At Station 8-0910 Near Glen Rose FiGURE --2~ 4--24
20,000
~ I 10,000 I
I I I I i
\
I 1,000 I a 1\ 2 0 u w U) 0::: w 0... 100 i I ~AVERAGE DISCHARGE 1- I 70.8 CFS w I I w I I lJ... I u Ii I I I CD I I I
- )
I i u I I I I I I 1\. I
--+-
I I 1 10 I -2 I I I II
- = I I
I I I i I I I I 0 l I I ...J I lJ... f I I I I I I I i I iI I I I ! I I I I II ___j_ i I i I I I I I \ I
---t- i I I
i ! II I I I I I II i I I I I I II I I I I I I I ! I I I I I I i I I II I I I I j I I I I ! 0.1 0.01 .I .5 2 10 30 50 70 90 98 99.5 99.9 99.99 PERCENT OF TIME INDICATED DISCHARGE WAS EQUALLED OR EXCEEDED COMANCHE PEAK S E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Flow Probability Curve For The Paluxy River At Station 8-0915 Ne~r Glen Rose FIGURE 2.4-25
A B c T G H I J. I 2
'MPOL!UMt.li T I OVERFLOW 1
I i l_ 5
'y'yEl AIIEIIDHENT 87 DECEMBER 18, 1992 6 COMANCHE PEAK S.E.S. 6 FINAL SAFETY ANALYSIS REPORT UNITS I AN:::.D_2:::.__ _
PLANT WATER SYSYTEM GENERAL: TWO UNITS FIGURE 2.4-26 B c D t G
A c D G H 2
)
\
I 5 5
=~DMEIIT 87 EMBat 18. 1992 IIGIJ;;;[ GDJE~ATEG FQ'-' -SAR 6
6 FiGOJ2'127.[L'ON A B c D
A B c D E F G H 19 682 1 000 000 I EVAPORATIVE ( I AND SEEP AGE LOSSES
-I MAIN CONDENSERS I
f NOTES
- 1. FLOWS IN GPM.
32,607 2. 920 GPM DURING EMERGENCY TANK FILL IMAKE-UP FROM LAKE GRANBURY I 1,100.000 28,000 I CIRCULATING L I I FEEOWA TER l ll CREEK
-I I FROM f II SQUAW CREEK PUMP TO SQUAW RESERVOIR WATER PUMPS TURBINE COND RESERVOIR 2
2 16,000 I RETURN TO I LAKE GRANBURY
.I TURB PLANT COOLING WATER
.I I SHUTDOWN IMPOUNDMENT I
-~HEAT EXCHANGER\ OVERFLOW CANAL ll 260 II AUXILIARY FEEOWATER PUMPS ll I EVAPORATIVE j LOSSES 12,882 0 (NOTE 2l I ~UTDOWN I IMPOUNDMENT MAKE. UP I FIRE I SYSTEM PROTE.CT!ON
.I TO SAFE SHUTDOWN I
/IMPOUNDMENT I
NON-RADIOACTIVE Jl 1I PLANT LIQUID WASTE rl FROM SAFE l SHUTDOWN EVAPORATIVE I MPOUNOMENT LOSSES 68,000 POTABLE AND SANITARY I I r SANITARY WASTE I WASTE WATER I MANAGEMENT I SERVICE I I EM!!.RGENCY I l WASTE SYSTEM I TREATMENT SYSTEM l WATER I DIESEL GEN I PUMPS MEAT EXCH I CREEK
-l TO SQUAW RESERVOIR 12.5
!I Il J MAKE-UP l
COMPONENT ' COOLING WATER 17 I WATER TREAH..1ENT I l_ J RECOVERED
!OFFSITE OIL fSURFPRE-TREAT WASTE O!SPOSAU HEAT EXCH I
ACE WATER\ I 179.5 H SYSTEM 5 5 I M! SC(LLANE.OUS I PLANT MAKE-UP ISO OEM!NERAU ZED l I USE TO PLANT 1 DlL COOlERS r WATER TREATMENT SYS WATER STORAGE TANK j I NEEDED AS I FROM ONS!TE WATER WELLS 179.5 IMAX INTERMITTE.Nfl _I POTABLE WATER
~! STORAGE TANK I
I
-fiT DEI:UIIEIIII,1992 FIGU~E GENERATED FOR FSAR ONLY 6
COMANCHE PEAK S.E.S. 6 FINAL SAFETY ANALYSIS REPORT UNITS 1 AND 2 PLANT WATER SYSTEM UNIT 1 - NORMAL OPERA Tl ONS UNIT 2 - SHUTDOWN AT 4 HOURS I FIG002428.DCN A B c D E G H
A B D G NOTES 1JLOW~ IN Gf.>M.
- 2. 920 GPM OUR I NG EMERGENCY TANK FILL.
2 2 CANAl 3 3
\
4 5 5 M£NDMEIIT ri1 DECEMBER 18, 1992 f- 'GURC GlNI:_RA rc_D ONLY 6 COMANCHE PEAK S.E.S. 6 FINAL SAFETY ANALYSIS REPORT UNITS I AND 2 PLANT WATER SYSTEM UNIT I - SHUTDOWN AT 4 HOURS UNIT 2- LOCA AT RECIRC FIGURE 2.4-29 I f :(,1)()242J.DVN A B D G
N LEGEND (]gy OUTCROP OF PALUXY AQUIFER COMANCHE PEAK S.E.S. AREA WHERE AQUIFER IS CONFINED FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 OUTCROP OF PALUXY FORMAT I ON REFERENCE The bose mop for this iltustr0110n was prepared from porl!ons of U.S.G S. quadrangle mops. for Abilene, Brownwood, Dol los and Waco. FIGURE
N COMANCHE PEAK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 OUTCROP OF REFERENCE The base map for this illustration was prepared from GLEN ROSE FORMATION portions of U.S G.S quadrangle maps for Abilene, Brownwood, Dallas and Waco. FIGURE 2.4-31
LEGEND ___..fiJO-- ELEVATION CONTOUR COMANCHE PEAK S. E.S.
~AQUIFER OUTCROP FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEVATION OF TOP OF TWIN i*10UtHAINS FORiiATlON REFERENCE The bose map for this d!ustratwn was prepared from portions of U.S.G.S. quadrangle mops for Abilene, Brownwood, Dallas and Waco. FIGURE 2. 4-32
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PUBLIC SUPPLY, INDUSTRIAL Aim IRRIGATION WELLS 0 TO 20 MILES FIGURE 2' 4-33
N 0 10 20 MILES LEGEND COMANCHE PEAK S. E.S. __.-600 PIEZOMETRIC SURFACE ~ ELEVATION CONTOUR FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PIEZOf-iETRl C SURFACE, TWIN 110UNTAII~S FORI1ATIO~, REFERENCE The bose mop for thi> *llustrohon wos prepared from SlTE REG IOil portions of U.S.G.S. quadrangle maps for Abilene, Brownwood, Dallas and Waco. FIGURE 2, 4-34
\\
\
Oso \
\
Q41 45l::!. _054\ 17A 16A ~ 21A 0 4o On 10 0 330
*r-f
';i'_ siTE._
. . AB 7
KEY 0 DOMESTIC WELL l::J. STOCK WELL iso COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 REFERENCE THE BASE FOR THIS MAP WAS PREPARED FROM PORTIONS OF THE FOLLOWING U.S.G.S. QUADRANGLE MAPS: WATER WELLS, HILL CITY, 1961 SITE VICINITY NEMO, 1961 FIGURE 2. 4-35
@SITE COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PIEZOMETRIC SURFACE,
REFERENCE:
THE BASE FOR THIS MAP WAS PREPARED TWIN MOUNTAINS AQUIFER, FROM THE HILL CITY, 1961, U.S.G.S. QUADRANGLE SITE VICINITY FIGURE 2.4-36
j I N \ z 0 (f) z
*:x:
.J~
- PW (CPSES Production wells)
- OB (CPSES Observation wells)
- 50-402 (TWDB Observation wells)
& Plant Site 0 SCALE IN MILES 5 COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOCATION OF PRODUCTION AND OBSERVATION WELLS FIGURE 2.4-37
I 0 ---- .-------,----r----;-----r-----,---,-----r---.---,---,-----r-----.---,.----, 9--~--~~---+---+---r--~--+----~--+---~~~-4---+---~ 8---~*--+---~-~--~--~--4---+----t----~-~---+---~---4---~ 1 ---~--~, --4---+---~~----+---t---+---+---~~---~--4-----I I 6 +--- ---:----r----t ----+------+---- +----+----+-----+- 1 l -----r--7----+----r--,---+:---+----r---1 1 5---~--~-1---+.---+---+ 4---~~---+---~--~--4---+----~---~~~----+--~--~--~--4 I I ' 3---~--r-~--~---r---+---+---r-~--~---+----~---r---~--; I I 2 __ ~ I --+-----+----- --~----+ __ i ---- L-~~-9 8 _
\
\
\
\
1\ " "
\ '\ --,---
I
-----+----~---+---+---+-----f------+----r----+---+---~-
i I ----- 7- _\ \ ~.._\. -+-----+---+-- I ~- I- ----t------+-------J----------'----1 6 - \ \ \ \ .\ . i .... --' ~-
-,\ \ \\ \\1 :
i\ \ \ \\ ; 5 L
-- \ fu b
~ ~ ~ ~ L----J-----t--~--~----t----+-----1 1
- _~ --+------~:--- -
- \ \ \ ' \
'- ) , \ \\ \' )_ __----f= ---- -+----+-- ----+---+--
~- _S\ \~~~ . : ;
1-LLJ LLJ L1-9 \' \ \.' ~-" \. '" I 8 \ \ \-.- \. \. '\. \.\. 7 - ~:t ~"~------;-1~---y--t----'\.\---+-'~t-\._-Tt--*~~,\.~----t-------+------+----~'--- --- 6_ ~~;... l \. \' \ \ \\ ~ --t----+-----+---t----t-------'-!-------t
~\ \~'%~ -+----r------+---~---+----~'--~
\.
5 ' I \ \ 4 -----~'1\+-\----+----+~ \ I J'
~~'1'1?
(/"> ~
~ ~\.~'
S' ~ --+---+----,-- -- - 3 +- ~ __:~~ ~ "'! \L\ --- 2 -~-\-+-!\--~\------1-- \ -+~"" \ !\ \ \~ \ \ \~--1-----+----t-----~,. 1\' \~~~~ g -~~-~-~-~-~-~-~-~~~~~~-~--~--~ 0 N
~\ 1 co N I
(B3.:l) NMOOM\fHO COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DISTANCE-DRAWDOWN CURVES TRINITY SAND (TWIN MT.) FIGURE 2. 4-38
I I I I I I I I I I I I I 0::: 40 OBSERVATION WELL NO. 1 I LLJ I- EL. 660 FT. r- 1'- t- 40 0::: LLJ
..- ~
loo.
. r- 1'-
c:::c: 3...-- t- t- I... ~ I-
~
r-.... 1-oo... I-c:::c: 3 LL. I-0 LL.
.._,. .-- 1'- j'-.... I LL. I -
- c i 1'- 0 LL.
I-I 50 t"--~ i :c I 50 Q_ I I-LLJ 1-.... c.. Cl LLJ t Cl f - c-- I f---- - -- -- -- -- - l t---- ~-- **- ~ t---- f--- 1-- --- --- -- I I I 190 OBSERVATION WELL NO. 2 It I IT. 190 0::: LLJ j.;"' EL. 831 ~ j'-.... 0::: I-
/
t---- ....... I r-.... ....... I LLJ
.Y"'
c:::c: I-
! t.,..o' ~
'"""' r""-- t'-.
3 c:::c: LL. I- I I 3
~ I ~
0 I 1'-- LL. I LL. N...... ..... 0 I-
- c 200 ! I I LL.
I-c.. LLJ t-o.... 200 :c I-Cl I I """- c.. I I I T I I LLJ Cl I -~--~ I I I ! I I l 210 I I I I 210 I 0::: I
- CLLJ 0:::
I-I- I I I :ci..LJ OBSERVATION WELL NO. 3 I 1-
~ 1--- '"""!
c._C:::C: I- ~ +---- ----- ----- -* w 3 LL. t- ....... I.... ~
!--- I-I-c._C:::C: I -
Clw... .._,. EL. 8~0 FT
- I
"""" ~~~ '-I-- r-r- i-- r- r- w 3 LL.
Cli..L. .......... 220 I r- I-... I 0 1 I I l 220 0 190 j I 190 I lv I I ~~ I I
!------- t--
I K I I Vi~. t51 I-: I OBSERVATION WELL NO. 4 I I~ I ?~ i'. I 200 EL. 848 FT. C:::J
- i 1---:- I I \ 200 LLJ I-I
\
w....l-I I :i 1---:-
~~~ I
~-
i 1\ ! I LL.II-olw... LLJ
- Cl.
210 I 210 ~r-c... I i i I
\ \. LLJ.
Cl I I 220 I I I I II
'\
220 ~
- 10 15 20 25 JANUARY 5 10 15 20 25 FEBRUARY 5 10 15 20 25 NARCH 5 10 15 20 25 APRIL 5 10 15 20 25 MAY 5 10 15 20 25 JUNE 5 10 15 20 25 JULY 5 10 15 20 25 AUGUST 5 10 15 20 25 SEPTEMBER 5 10 15 20 25 OCTOBER 5 10 15 20 25 NOVEMBER 5 10 15 2025 DECEMBER 1975 COMANCHE PEAK S. E. S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 HYDROGRAPH OF OBSERVATION WELLS FIGURE 2.4-39
6 COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLOT PLAN DRAINAGE DITCHES LAYOUT FIGURE 2.4 40 A B c '-' E G H
A B c D t E F G H 3 3 5 6 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLOT PLAN DRAINAGE DITCHES LAYOUT B c D E G
.. -~---*,*-*-----*--- PLAN SECTION JULY 31, 1979 COMANCH~ PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT ELEVATION UNITS 1 and 2 ROOF DRAINS DETAIL OF RELIEF AND DRAINAGE OPENING FIGURE 2. 4-42
~.*..
Eagle Pass SCALE IN MILES 0 50 100 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT 5 A N UNITS 1 and 2 p LA
REFERENCE:
RAISZ, ERWIN, 1957, LANDFORMS 11 OF THE UNITED STATES
~.f.( t_,r<lnde (ttl I PHYSIOGRAPHY "f' -f"~
2 . 5. 1-1 I c ..,,..5'o AfT£~ FIGURE
(J)
... Era System Serie* Group Stratigraphic: Units Approximate Thickness (Feet)
Character of Rocks 0 c "'<>
- 0 g Ouoternory - - - 0-100 Silt, oome sand ond grovel
() Cenozoic l'l
.. Tertlory - Not Present in Site Region -
.. l>
- Navarro 0-550 t Shale, marl and sand
-l
.. 0-1100+/-
0
)(
"0 Taylor Marl and limy shale 0
0 0-600 :f:
- E c."' 0 Gulf Austin Chalky limestone D
Eagle Ford 0-300 .t
~ 0 " (Upper Shale 0
3 Cretoceou! Woodbine 0-200% Ferruginous sand, sandstone, shale, sandy shale, clay and some lignite and gypsum 0 Budo Formation 0-50 +/- Limestone 3 Del Rio Formation 0-100+/- Shale
~ Washita 0
to Georgetown formation 0-150:t Limestone 0 _o..
-o Kiomichi 0-50 +/- Shale Hard, fossiliferous limestone (often honey-IV Fredericks- Edwards Formation 0-175+/- combed), reel material, shale, chert and Cretaceous burg ~--------------------------------~--------------~~do~!lo~mcruiJt~e----------------------------~
Comanche Peak Formation 0-150+/- Limestone and limy shale Mesozoic Walnut Formation 0-200 +/- Shale and calcareous clay
/
l-1ne to med1um gra1ned sand, shale, Paluxy Formation 0-200.:!: -o sandy and calcareous shale, some c pyrite and iron nodules
< " " l e n Rose Formation 0-1500+/- ..
0 Limestone, shale and anhydrite Comanche
- Conglomerate, fine to coarse 0
~
(Lower grained sand, sandstone, si It-Cretaceous) Hensel member
~ 0-175+/-
0 .. stone, shale, sandy shale, clay, limy clay and limestone 0
~Cow Creek +I 0 c:
0 0-130:!: u 2Oil Shale inter- Limestone E Pearsall member
"'0 00 Trinity 0 member - !; "' bedded 11 0
Hammett member -+i +t 0-140+/- E with sand Shale 0 0
- 0 z)> c:
"' 0 "0c:
f1'1 ~ E N <X>
..... c" "c
~
N G) () 0 Sligo member 0 0 0-1 30:t Limestone u. Ci 0 r 0 :> 0 ~ ..! z 0 c::0 I; ::f -o -;
"c ..c
(/) ~
- Po )> -n )::> .<::
r )> ro 3 £ Sand a.1d m c 11 z rr ro c ~ Conglomerate, z- -I ()
<( 0 0 1- conglomer* fine to coorse Sycamore V'l m """) ~ 4-1 0,~
t 0 ate with sand ond sand-c: 0.. member
-i 0
-" E
-; -< m I ~ _§ calcareous stone, siltstone, V)
N ll> 3 0 0- ~
~ o-
...... (/) """) ro 0.. Hosston member 0 1550+/- a~ Q) cement, shale, sandy and
)> c:
Ul
-i z)> -u
'< ~
c+ Oil u 0 0 Oil 0 u shale and limestone calcareous shale, clay and limestone
-oc:
---4 G)
~_.,
Ul I
~ OJ m <n ~
"c 0 1-u:; "
~
N
~ '-I 0
- J
"...... Q_
)> ........ </)
- I: (/)
?': 1.0 n N (/) co Jurassic Cotton ? ? Sands, conglomerate and shale
(/) co Valley n :0 m m Pennsylvan*an Mineral Wells Formation 0-60'!: Shale wiH limestone seams and layers 0 r -u Shale, limestone, dolomite, sandstone.t c 0 (/) Paleozoic Most of Paleoro1c rocks undlfferentla ted, Including Ouachita Facies ? evaporites, and metamorphics 3: :0
- z -;
\ ARKANSAS
~/!!?~ASIN I r
SABINE C0 I (I)
\ !
UPLIFT LL. ....J UJ r U) z a:: UJ 1-U) c UJ 0 AMENDMENT 7 100 JULY 110 31, 1979
- ALSO KNOWN AS "STRMN BASIN" COMANCHE PEAK S.E.S.
SOURCES: T octonic Mop of T axo5, Goolo9icol Hlghwoy Mop FINAL SAFETY ANALYSIS REPORT of Texca, Doll<>a Geologicol Society, 1963. Tectoni.: Mop of the Mid-Continent Region, UNITS 1 and 2 Goo logi ca I Hi ohway Mop of thoe Ml d*Contlnont Region, A.A.f'.G., 1966 Modified with data REGIONAL TECTONIC STRUCTURE from Turner (Ref.129) FIGURE 2.5.1-3
LEGEND Scale in Miles QU~TE~NARY Qr Recent 50 100 Qp - Pleistocene TERTIARY Tp - Pliocene undiv. Tm-To Miocene~01igocene undiv. Tj - Eocene, Jackson Tel - Eocene, C1aiborne Trow - Eocene, Midway-Wilcox MESOZOIC AMEI~DMENT 2 COMANCHE PEAK S.E.S. Ku K1
- Upper Cretaceous
- Lower Cretaceous JULY 27, 1978 FINAL SAFETY ANALYSIS REPORT PALEOZOIC P - Permian UNITS 1 and 2 lP - Pennsylvanian M-£ - Missippian-Cambrian PRE-CAMBRIAN p£ - Igneous and metamorphics REGIONAL GEOLOGY SDUR~7: Te~:~:~f~~aln~~~~:~Y A~~ciation of Petroleum Geologists, 1973 FIGURE 2.5.1-4
I I I lotC LENNAN S.C. "" ...... L II.... '9 BELL LLMO WILLIAWSa..
\
AMENDMENT 7 JULY 31 I 1979 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT ftEFER TO FIGURE 2.5.1-23 FOft DETAILED UNITS 1 and 2 ELLENBURGER IN THE SITE VICINITY. ELLENBURGER STRUCTURE MODIFIED AFTER: TURNER (REF.129) FIGURE 2.5.1-4a
A A' CULt3f_RSON LOVING WINKLE_R ECTOR MIDL.AND GLA\J')((J(r<. STFRliNG COKf H\J N Nf l ') I COlfMtl.~.
"'0
( r r. ' H ::, 1 M I 'J l .', N 0 A A ':', I ~~ l ;, :_, 1 [ H IJ ', r E L ' B l ~. 0 A R '- H 8 A ') I N l 0 H M 1- - A' ED H! C/rf LAKE f T (_ H ,~ ;_; fl () ') !> ~~ r IIJ '_, 1 A r' ,*, TARt_~ MT IIJ lL ~ IIJ .J LOCATION OF CROSS-SECTION <1: 0 1/) .J <1: 2 ~ 1-11: IIJ 4, 10, IJ wmJ IJ))~jf~il w
-' z I z u
z 0 0
'"0:> lg l ~ 0 SANDSTONE SALT D
ERATH I JOHNSON woou UPSHUR e I CALLAHAN 1 EASTLAND ELLIS KAUFMAt-.1 VAN ZANOT SMITH II
<f 0 w cr 0:
r ;> Q <l 0
<f 0 T u T
"' METAMORPHOSED SHALE ROCKS
~*DOLOMITE GRANITE F 0 R T W 0 1-< ! ~* M f X I 1\ T A l C 0 F A 1_, , Z 0 N F
~LIMESTONE NORMAL FAULT VAN LOMl 1-
~
ILl IIJ CHI I 'I lL ANHYDRITE THRUST FAULT
~
ILl
.J 10 2(J ~0 40 50
<1:
0 1/)
~ ~
- I
- 1 GRAPHIC SCALE
.J V[RTICAl fXAGC,l Hfl.T:ON- ?OX
<1:
0 1-11: 000 ILl AMENDMENT 7 JULY 31, 1979 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MODIFIED AFTER: Geological Highway Map of Texas, The American Association of REFER TO FIGURES 2.5.2-30 AND 2.5.1-31 REGIONAL EAST-WEST Petroleum Geologists, 1973. FOR CROSS SECTIONS IN SITE VICINITY. GEOLOGIC CROSS SECTION FIGURE 2.5.1-5
MONTAGUE IWISE\ JACK I PALO PINTO I ERATH iHAMIL'I'(>NI MILLS ILAMPA1 BURNET BLANCO s N PROJECTED SAS MUENSTER *FORT 110RTH TUSI SITE LLANO OUACHITA ARCH BA..CJIN UPLIFT FRONT 0 ------ --- t.a
-2000 -2000 ~
1-1 z 1-1 ~
-4000 -4000 {I)
-6000 -6000 E1-1
- z:
g "wJ
-8000 -8000 50
-10,000 -10,000 SCALE IN MILES VERTICAL BXAGGZRA'1'1Cif 40X
.->a'l'II-IOU'I'B GECJUXaiC SECTION
~ W t - * *s::o COUWl i I TEXAS M'U'BMS'rD AIICll TIIN)(JGII m.> UPLIFT Tl
*ALSO ~ AS STRAW BASilf C5 c::0 ~::0 C...):>
0 fT1 C3: s-m r- Ci) r rn c -< z INIJEX STRUCTURAL MAP
-~ z CJ DATUM: TOP ELLENBURGER W3:
N n7f!! -i
~
~
JTI z CONTOUR INTERVAL: 1000 FT. Ul n (/)
~
-j
)Q)IPIJ:D FIOt 'I'URNER (M:F .129) i3~
...... c.n \.0 -.....! I
- 0 tn - i Q) \.0 0\ :X ::J MODIFIED FROM FIGS 8 AND 14, tn I Q..
fT1 c.n TEXAS WATER DEVELOPMENT BOARD, APPIWJXIMATE no N SCALE
;::!£1 REPORT 157, VOL.l, 1972 o:x 0 SOMI.
- z DPD '1'0 FlOODS 2. 5.1-4a AND 2.5.1-23 ~ 2.s.1-11 roa MORE DB'l'AII.J!D STitlX.'TURE MPS
DENSITY FORMATION Ll THO LOGY 22 24 26 28 a:: IJ.J 1-0 IJ.J _J MIDWAY FM.
~shale, green, sticky, aragonite concretions
;J;:..!;_e.
'~shale shal~~dbucf;~~~~~r~~~ papery witl, sandy lamination sandy and glauconitic 1
=-=-==
0.. shale, gray, sticky
~ sandstone and sandy shale NAVARRO GROUP
~~marl, gray
~'-i:; marl, block, sticky with sand lentils
_:,_:_-'-~ ) TAYLOR GROUP ~ chalk, white, hard lJ._
-=~ shale, sandy
_J
=£::~shale, dark marly, fossilif<>rous
- J
<.:> i,.::"'~ C aiK r--::::._ shale, gray, calcareous, fossiliferous AUSTIN GROUP chalk, white; marl with glauconite shale, calcareous 1 minor sand and chalk Vl
- J 0
I.U P:¥~~~ sondstone green, bentonitic; shale, red 1
~ WOODBINE GROUP :::~.:.:.: ..:: sandstone, brown & white, shaly partings ~ ~~------------------~:~~**.~-:*~CodC*~------------------------------------~
a:: U Wl.SHITA GROUP
~....._-----=-_---_-
shale, gray-black, calcareous with limestone stringer!, oolitic, dense <. j FREDERICKSBURG G.~ shale, black, calcareous; limestone, fossiliferous PALUXY FM. ~~~~ sandstone, with redbeds & minor shale
~ sandstone calcareous
;:~:~:~*.:
IJ.J sandstone I I u ;:i;~?0 sandstone & siltstone with shaly partings z sandstone, calcareous and silty
< GLEN ROSE FM. sandstone with anhydrite and limestone stringers
- E anhydrite, mottled, pure, massive 0
u limestone, oolitic, sandy, shaly sandstone, calcareous, sholy limeston,., shaly, fossiliferous shale, red & gray; sholy sandstone TRAVIS PEAK FM.
)
(TWIN MTSJ basel conglomerate with chert pebbles shale, red, green & gray, waxy COTTON VALLEY mudstone, varicolored u shale with dense limestone stringers & minor v; anhydrite "'a::< ..,::J E>UCKNER FM.
~ shale, maroon, red with anhydrite, salt & silty
~ sandstone stringers SMACKOVER LS. ES:S:~Iimeston_e~ brownish gray, crystalline,
~ fossdderous, dolom1te stnngers NORPHLET -LOUANN?~ redbeds, evaporites, conglomerates EAGLE MILLS FM.? t:t*i:£3 shale and redbeds, arenaceous OUCHITA FACIES ~~~--::" shale, limestone, dolomite, sandstone, evaporites,
-~- and metamorphic rocks Amendment 67 February 5, 1988 SOURCE: Crosby, 1971 COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ROCK DENSITY VARIATION WITH DEPTH FIGURE 2.5,1-7
__ ..,_:__...,~~~.:".::'~- ..... __ __ ... , ....... ~.~'""'"~*- ...
..-.~*** -~ -, -'-""---~*** .. ~ _,.....,_~ .. ..
~~ ~,_....~_ ...... ....... _
~
\--::
;:;;;;~--
i // I I' ' J (
\~'-
X>7 I ( ,/ l.-
) '_
)
- A1<Y< f<()*'(,.>fo' ,, - ,y I
/ c 0 E X I.
.'1-1 0 F
-) (
0 SCALE IN 50
\11LES 100 B OBSl FVED
...,...------: SRAVlTY I *
' i '==~~=--==+/-~--------~-~
_j L.\Jhf30CK L
~**-
2, 5" 1, 75 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT
-~----- CONTOUR INTERVAl (10 MILLIGALS)
UNITS 1 and 2 3.0 ')m/crn3
---------~ 3,3 REGIONAL BOUGUER
,'!:JLRUICE: AMEFICAN Gl1JPilYSICAL UNICN (69)
GRAVITY MAP FIGURE 2.5.1-8
\ \
' ' '\
.,, .... -- ./
( ""'
'II 8\
I \ {() I tR1 *
'il'- ., ~
I
~
I O' ((jl (tj I
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I/ I II 1
, INDEX MAP
\
DENTON COUNT't/ ~COLLIN (\ \0)' I I I oro "0 I \
\ 0 JO
~ EXPLANATION
\ 'il'-
.:? \ \ 400. 600 Aeroraciioactivity belt
\ \
0 ' 450* Narrow band of high or low 0\ 600 aeroradioactivity. (0, (0 0 0
'h)
~ ....
I I ~ Solid where well defined; dashed where I 0 / 0 not well defined. Boundaries not drawn J g lr) through areas of poorly defined levels. 1 Numbers indicate general range of aero* {() radioactivity levels in counts per second~ I 0 0 lr)
/
PINTO
/
~
_.... , ~ 0 I
\
0 I {() I I 0 I I J? I 0 I
')
~
r;~ I I 10 I I 0 0 0 It) I ~ I
'il'- 0 I SOURCE: From Geophysical Investigations 1
0 \l'tj Map GP-696, by U.S.G.S. in cooperation 0 lr) \
/:? with Division of Biology and Medicine, U.S.
\
\
' 'J 0
{()
\
I I Atomic Energy Commission, 1970 I \ I
.,,I IQO (Q
\
o, J I
- g \ ,, ,
I \ {() 0 I
. %?
I I
/ r /
,' fi? \
\ \
, / :?0
/
I I I lr) ', I I /
- ERATH ',COUNTY ELLIS 1 COUNTY I COMANCHE PEAK S.E.S.
0 10 15 20 25 MILES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 REGIONAL NATURAL GAMMA AERORADIOACTIVITY
.............~,411'Pil~JIIlii!'"'81M_ _ _ _ _U0i010fl_ _ __ ______..._..,..,.;r.,.... ..,.m-~~~.4!.;~~
FIGURE 2. 5.1-9
._Yf LEGEND al
{~ ALLUVIUM QUATERNARY *****
- ot: TERRACE EDWARDS LIMESTONE COMANCHE PEAK LIMESTONE LOWER CRETACEOUS WALNUT FORMATION PALUXY SAND GLEN ROSE LIMESTONE N
DESOTO OIL CO. B.W. WANN NO.I -<>" ~i;;-!~ 9D'r'PTH 508Z 0-o DANE ETAL) DRY a ABANDON EO 81111/5Z Kgr
\
Ol!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!S;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;iil2!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!13 MI. AMENDMENT 2 JULY 27, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2
..A.. PLYMOUTH (M£. DAVIS)
-y T.H. COUSINS NOI
~;-: L0 ~PTH 6510 0-e DRY 8 ABANDONED II/Z3AI VICINITY GEOLOGIC MAP FIGURE 2.5.1-10
LOCAL G[OLOGIC COLU,_ TY!tiCAL THICKNESS IN FEET Q.al ALLUVIAL DE!tOSITS
~
QUlTE-~l~Y Q.t ALLUVIAL TER~CES 30 Ked EDWARDS LIMESTONE I I 100 Kcp COKANCHE PEAK LIMESTONE I I X 100 Klol* WALNUT FORMATION (SHALE) 100 Kpx PALUXY SAND
... ,.. I. LIMESTONE AND SHALE LOIJE-OR CLAYSTONE CRETACEOUS I 80-90
-- --- J II. MASSIVE LIMESTONE LIMESTONE AND SHALE CC~A~CHE II 60-70
-- --- GLEN ROSE SHIES Kgr < Ill. OR CLAYSTONE; LIMESTONE MASSIVE LIMESTONE Ill 60-65 IV. LIMESTONE AND SHALE IV 30-40 j OR CLAYSTONE t-t-t--i -t-Ktm TWIN MOUNTAINS SANDSTONE 250 2500 l
PENNSYLVANIAN STRAWN SERIES Pmw MINERAL WELLS CLAYSTONE (65 FEET OF THIS FORMATION PENETRATED IN SITE BORINGS) NOT TO SCALE Amendment 67 KEY: x EXPOSED FORMATION WITHIN 5 MILES OF SITE February 5, 1988
.. STATION SITE POSITION COMANCHE PEAK S. E. S.
FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOCAL GEOLOGIC COLUMN FGJIIIE 2
- 5
- 1- 11
0
~~
'\ I I I 0
\ I ~I J
' "', \ I ~I I I
\ I
~I I I
' \\ I I
[ _ ALLUVIUM ~ _,
/ ........
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I ( !
/ LLiJF.UCK ', I I I \ I r
// I I I l
/ \ I I I I !
/ \ I I I I I I
/ I \ N
/ I I 1 \ \ I I I \ I \ I I I
I I I \ I I \ I I Kgr I \
\
\ I I r I \ Kgr I I
/ (
l !' \ I I I \ \ I I I I I I \ I
/ I I
/ I I \ I I
/
\ /
\ I
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' I
' ...... ,.../
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,,:JRCUL:lTING vJfiTER I
- rHfJ,;( :.TRUCTUf>E I I
6 I Qal I I
~--------..........:._
I
-h I
I
.f]rrl~**u**~t.:~!.J*;
t Kpx
.[J!J* ~
I I c
.~*~* ~-- *' 0 ','::>---*<111-.~
EVAPORATiON POND NO ; _..) ---- Q ---
'0 8£ CLOSED AND I
J ABAoDONEO iN PLACE I N 227,000 Kgr I I Kpx ALLUVlUH COMANCHE PEAK S. E.S. i 224,000 PALUXY SAND FINAL SAFETY ANALYSIS REPORT Kgr GlEN ROSE LIMESTOtiE UNITS 1 and 2 Kpx
-----7,1 - - EXISTING COilTOUR~ (f\PPROXH1A11:)
SITE GEOLOGIC MAP 1000 AMENDMENT 87 DECEMBER 18, 1992 FIGURE 2.5.1-12
- c GAMMA 1--
0.. RESISTIVITY RAY LLJ Cl 0 I ZONE 50 58 74 100 ZONE II I 139 150 ZONE IliA I I 158 200 ZONE IV
--+---+i---+*--1 233 I
250 I I I TWIN MOUNTAINS FORMATION 300 L----L----L---~--~--~294 0 40 80 0 100 200 300 400 (COUNT /SEC/IN) (OHMS PER INCH) COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT BASED ON BORING P-10 UNITS 1 and 2 LITHOLOGIC SECTION Amendment 67 AT PLANT SITE February 5, 1988 FIGURE 2. 5, 1-13
- Otl test- Dr Y and abandoned
- Mid-C S ont. Petr Co.
quaw Creek . Cattle CoN
~. -<i
. 0. t
' Santo FeR R Water Well N-0.
Cleburne 8v~
~
I L.lne of Section Note* Borin revealed gs at CPSES 0 f claystone r vanable quantifies shale) WI-th- Instead of
. In the Gl limestone en Rose and T
- tains for . WIO Moun-motion PALUXY SAND Datum l.IMESTO~L TERNATING ZONE I - E AND CLAYSTONE Elev 771 -
MA -- - ZONE II SSIVE LIME STONE
- Elev. 70 9 _ !AlA-tal LTERNA
- ~a LIMESTONE A . -- . -- GL EN
- ROSE
--ZONE m
~SSIVE. LIMESTON~~~~~E
-- RMATION -
Elev. 6 46 -- F-0 - Elev. 6! 5 _ ZONE 1Jl -----LIMES:~~EERNATiNG
----- AND CLAYST ---- (THORP SPRINGS M ONE -- __EMB
-). r- - CD
""~;:
CD r-11..
<- =
z
)>0 TW I FIN MOUNTAINS -
PO""""
~od;p- -
.s::;
a a. CD l/) ro ORMATION
-i (J)~
l/)~ cl>l> (-- Tnnity
..., )>
or TrOVIS . p
,_.-i rnGl
...... _ _,o z~Z ro3 cr ro Lower Water Sand of wafer well d nllers) . eak Sand
;o <I ~:::s co...
<)::o
....... -o (J))>m ll>3 600 n:::r:: _.z ~ro
'<:::S
.............. OJ )> ""0 MINERAL
~IS=---==T0\225
- z
- <> ::J !::( m (J1
("T TO 508 WELLS FORMATION ~_j___=~===IO TO 5:!77 TO 4504 Q..(J))> 0\ N(J):A ,_. ......... 700
\D
...... ::o(J) co 0 m* co 0 z -o!Tl Q(J)
- o*
.0R020'TA~< - - IN MILES ALE 20 25
-{
ll 230,000 N 227,000,
- l. Bedrock contours for area are shmvn on Figure 2.5.1-16.
- 2. The contours are based mainly on auger borings and ~he top of bedrock is inferred as the depth of auger refusal. The con-tours represent our evaluation of the most probable conditions based on the interpre-tation of available data. Some variations from these conditions must be expected.
LEGEND: COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT
- BORING LOCATION ',
UNITS 1 and 2
; - ..._ BEDROCK COt>TOURS GROUND SURFACE CONTOURS
~
VICINITY BEDROCK CONTOUR MAP 0 !lOO FIGURE 2. -15
L)
~?
I
/
I
/
/ PLANT SI TE BEDROCK CONTOUR MAP FIGURE 2.5.1-16
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NATURAL GAS AND OIL PIPELINES AND WELLS WITHIN FIVE MILES OF CPSF~ FIGURE 2 . 5 . 1-17 HOOD AND S0 Ml R VELL COUNTIES TEXAS SCALE IN FEET ' 4000 8001.. '<'000
=:a H.J. GRUY AND ASSOCIATES, INC.
N A 100 oo 100
- ----r--,------,..__
goo 10 15 2 3o _ 90 o w STRAIGHT STREAM SEGMENTS PALUXY BASIN E B COMANCHE PEAK S.E.S.
Reference:
Howell, 1967, Unpublished senior thesis, BaY.lor University. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RELAT ONSHIP OF STREAM CHANNEL ALIGNMENTS TO STRUCTURAL TRENDS IN LOWER PALUXY BASIN
A' AREA MAP AREA COVERED BY THIS FIGURE A A Meridian-COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT SOURCE: Boone, P., 1963 UNITS 1 and 2 PRE-CRETACEOUS PALEOTOPOGRAPHY FIGURE 2.5.1-19
0 K L A H 0 MA Lubbock bS1 No swelling, granitic Q Low swelling, little or thin montmorillonite ~ Medium swelling, montmorillonite cloy
- High swelling, montmorillonite clay 0 100 200 MILES COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Modi lied after Carter, ' The Soi Is of Texas', Texas Agric. Exper. Sta. Bulletin No. 431, 1951. DISTRIBUTION OF EXPANSIVE SOILS FIGURE 2.5.1-
PRESSURE IN LBS I SQ, FT, 0 0 0 0 g 0 g 0 0 0 0 0 0 8 8 0 0 0 Q 0 0 I
,01
.02 a;':';
(/) w a
,03 z:
s"" .04 0
'[\ ~ 1\
(/) z: 0
\
u .OS
.06 DEPTH DRY DENSITY BORING MOISTURE CONTENT FEET LBSJFT3 P-lOA 265.2 105,4 13.4 COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CONSOLIDATION TEST DATA FIGURE 2.5.1-21
EXISTING GROUND SURFAC£ BOO GLEN ROSE LIMESTONE
~ET U~IT WEIGHT
- 155 L8./FT.3 750 700 f-.
EL.670' ~ EXISTING PIEZOMETRIC LEVEL IN THE TWIN I'()UNTAINS FORMATION 650 1-El.610' 600 f.- ASSUMPTI~S TWIN I'()UNTAINS FORMATION 1. WATER LEVEL IN GLEN ROSE LIMESTONE WET UNIT WEIGHT
- 135 LBS./FT. 3 REMAINS CONSTANT AT EL.770'.
- 2. PIEZOMETRIC LEVEL IN THE TWIN I'()UNTAINS 550 f-. FORMATION DROPS FROM EL.670' TO EL.450'.
160' LAYER 1 500 1-P!EZOMHRIC LEVEL AFTER 450 ASSUMED DRAWDOWN 400 1-150' POINT B ~ LAYI:R 2 EL. 375' 350 1- ~0 ~------------------------------------------------~L-SETTLEMENT CALCULATIONS USE THE FOLLOWING EQUATION: S = H Cc Log10 p, 0 Where S = Settlement 1n feet H = Layer of thickness in feet Cc"' Slope of consolidation curve on strain vs log pressure plot P' f= Effective stress after drawdown in psf P' = Effective stress before drawdown in psf 0 Di v1 de Twin Mountains into twa 1ayers and find Calculate settlement in each layer effective stresses in each layer at midpoint (A & B) At~ P' 0 * (200' X 155 lb/ft3) + (80' X 135 lb/ft3) - Layer 1 s (160'}(.034} Lo910 (~¥~~* 0.55 (140 x 62.4 lb/ftl) = 33,064psf P' f = (200' x 155 1b/ft3 } + (80 X 135 lb/ft3) = 41,800 psf Layer 2 S * (ISO' }(.034) L09JO (~~:~%1):0.61 At ll_ P' 0 = (200' X 155 lb/ft3) + (225' X 135 ib/ft3) - TOTAL SUBSIDENCE 1. !6' (295 x 62.4 lb/ft3) = 42,964psf AI1DWf'1ENT 4 JANIJARY 31. 1979 P' f = (200' X 155 1b/ft3) + (150' X 135 lb/ft3) + {75 (135 lb/ft3- 62.4 lb/ft3)J =56,695psf COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SUBSIDENCE CALCULATION FIGURE 2.5.1-22
'*":*t*-~
, '~:oo *... _
\ '4'<!
-- )~00 '
32~. \/
/
/.
//-
*,, ./
//y r
I COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LEGENO Ellenburger-Structure Map Q PRODUCING GAS WELL e PRODUCING OIL WELL
¢ DRY AND ABANDONED WELL FIGURE 2
- 5
- 1- 23 C* PERMITTED LOCATION NL NO LOG ONP DID NOT PENETRATE MAPPED HORIZON SCALE IN FEET 32000 0 32000 64000
- 4189' TOP OF STRUCTURE (SUBSEA) 1'111"..~,.._,..._,..---~-~-""1---.....---~..................
)
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[ I UNITS 'l and 2 LEGE NO Ellenburger-Structure Map
<> PRODUCING GAS WELL
-> DRY AND ABANDONED WELL f - - - - - - - - - - - * --- -------------------
FIGURt 2.5.1-23a --- 7 PLUGGED WELL JULY 27, 1978 PERMITTED LOCATION CONTOUR INTERVAL: !00 FEET NL DNP NO LOG SOMERVELL AND SOUTHERN HOOD COUNTIES, TEXAS NOTE: See Figure 2.5.1-30 And DID NOT PENETRATE MAPPED HORIZON
- 455:?' TOP OF STR:.JCTURE (SUBSEA)
SCALE IN FEET Figure 2.5.1-31 For Cross Sections 8000
~YifV!"ii.YI!-
0 8000 A-A' And B-8', Respectively MAY, 1978 DALLAS, TEXAS H. J_ GRUY AND ASSOCIATES, INC LINE OF CROSS SECTiON:>
-~qt*
\
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\
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~
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COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 l LEGEND Marble Falls-Structure Map PRODUCING GAS WELL y 0 DRY AND ABANDONED WELL PLUGGED WELL
~- AMENDMENT 2 FIGURE 2.5.1-24 PERMITTED LOCATION JULY 27, 1978 CONTOUR INTERVAL: 100 FEET NL ONP NO LOG DID NOT PENETRATE MAPPED HORIZON SOMERVE;LL AND SOUTHERN HOOD COUNTIES, TEXAS SCALE IN FEET
-3841' TOP OF STRUCTURE (SUBSEA)
.NOTE: See Figure 2.5.1-30 And 8000 l"'tWWL-=-
0 8000 16000 F1gure 2.5.1-31 For Cross Sections MAY, 1978 LINE OF CROSS SECTIONS A-A' And B-B'. Resoectivelv DALLAS, TEXAS H. J. GRUY AND ASSOCIATES, INC.
+
20N INI 8 00 0 0 8,000
~
16,000 24,0 0 0 S CAL E: -lio'"""'==--==---..-o~::====::l---- COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NOTE: Marble Falls Structure THE GEOLOGICAL INFOR!~ATION REPRINTED HEREIN IS THE PROPERTY OF THE GEOMAP COHPANY, AND AMENDMENT 16 G eo Map HAS BEEN EXTRACTED FROM THEIR NAP NO. MBFL- MARCH 31, 1981 T29A, Horizon A, (Notice 1/23/81). FIGURE 2.5.1- 24 0
\
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f----_L~'-'!i_ Q lvL
/11(.
i ~l ,'\" ... r COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 I Marble Falls-Net Hydrocarbon LEGEND v PRODUCING GAS WELL Isopachous Map FIGURE 2.5.1-25
-¢- DRY AND ABANDONED WELL 0
0 PLUGGED WELL PERMITTED LOCATION AMENDMENT 2 CONTOUR INTERVAL* 10 FEET NL NO LOG JULY 27, 1978 SOMERVELL AND SOUTHERN HOOD COUNTIES, TEXAS ONP DID NOT PENETRATE MAPPED HORIZON SCALE IN FEET E6' NET THICKNESS OF PlllY NOTE: See Figure 2.5.1-30 and Figure 2.5.1-31 for Cross Sections 8~~~~~~~0~~--~~~~~-~~~ MAY, 1978 LINE OF CROSS SECTIONS A-A 1 and B-8 1 , respectively. DALLAS, TEXAS H. J. GRUY AND ASSOCIATES, INC.
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COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 I LEGEND Big Saline-Structure Map U PRODUCING GAS WELL
¢ DRY AND ABANDONED WELL 0 PLUGGED WELL AMENUMEfH 2 FIGURE 2
- 5 . 1-2 6 C PERMITTED LOCATION JULY 27, 1978 CONTOUR INTERVAL: 100 FEET NL NO LOG ONP 010 NOT PENETRATE MAPPED HORIZON SOMERVELL AND SOUTHERN HOOD COUNTIES, TEXAS SCALE IN FEET
-~642' TOP OF STRUCTURE (SUBSEA) NOTE: See Figure 2.5.1-30 and 8000 0 8000 16000 Figure 2.G.1-31 for Cross Sections lV'il"'il!ii"::w::W__ - iii?
A-A and B-B respectively. MAY, 197B LINE OF CROSS SECTIONS 1 1
, DALLAS, TEXAS H J. GRUY AND ASSOCIATES, INC.
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COMANCHE PEAK S.E S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LEGEND Big Saline-Net Hydrocarbon Isopachous Map
\/
Q PRODUCING GAS WELL V DRY AND ABANDONED WELL FIGURE 2.5.1-27 0 PLUGGED WELL AMENDMENT 2 G PERMITTED LOCATION JULY 27, 1978 CONTOUR INTERVAL* 10 FEET NL ONP NO LOG DID NOT PENETRATE MAPPED HORIZON SOMERV~LL AND SOUTHERN HOOD COUNTIES, TEXAS SCALE IN FEET 15' NET THICKNESS OF PAY NOTE: See Figure 2.5.1-30 And eog9.-l'UY"!ii o eooo 16F Figure 2.5.1-31 For Cross Sections LINE OF CROSS SECTIONS A-A' and B-B', Respectively MAY, 1978 DALLAS, TEXAS H. J. GRUY AND ASSOCIATES, INC.
i
-*~ -*~
/
/
I COMANCHE PE ll.K S. E. S. FINAL SAFETY ANALYSIS REPORT I I* UNITS *1 and 2 1 - - - - - - - - - - - - - - - - - - - - - - .. -*---- LEGE NO_ Strawn-Structure Map PRODUCING GAS WELL DRY AND ABANDONED WELL PLUGGED WFLL AMENDMEIH 2 FIGURE 2.5.1-28 PERMITTED LOCATION JULY 27, 1978 CONTOUR INTERVAL' 100 FEET NL NO i...OG SOMERVELL AND SOUTHERN HOOD COUI'JTIES. TEXAS DNP DiD NOT PENETRATE MAPPED HORIZON
-1980' 10P OF STRUCTURE (SUBSEA) 1WTE: See Figure 2.5.1-30 And SCALE IN FEET Figure 2.S.l-31 For Cross Sections BOOO w.-w----.
0 8000 ,6000 A-A' and 8-t3' , Res!Ject i ve ly MAY, 1978 DALLAS, TEXAS H. J. GRUY AND ASSOCIATES, INC
*------ LINE OF CROSS SECTIONS
I i I N' Nc' Nc Nc N, Nc r---} l_ I
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r COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 I Strawn-Net Hydrocarbon .!:..friEND 1:) PRODUCING GAS WELL Isopachous Map
')-
0
- lRY AND ABANDONED WELL PLUGGED WELL AMENDMENT 2 FIGURE 2.5.1-29 0 PERMITTED LOCATION JULY 27, 1978 CONTOUR INTERVAL* 10 FEET NL NO LOG DNP DID NOT PENETRATE MAPPED HORIZON SOMERVELL AND SOUTHERN HOOD C8UNTIES, TEXAS SCALE IN FEET 43' NET THICKNESS OF PAY I~OTE: See Figure 2.5.1-30 And 8~~~~~~~0~~~~~~~~~~
Figure 2.5.1-31 For Cross Sections MAY, 1978 LINE OF CROSS SECTIONS A-A' and 8-~', Respectively DALLAS, TEXAS H. J. GRUY AND ASSOCI~TES, INC.
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~~S UNITS 1 and 2 ;:!8
------------------------------ s -' HOOD AND SOMERVELL COUNTIES , TEXAS Northwest To Southeast J£RTICA;_ SCALE 8 FEET g~:~
l\i~EIWMENT 2 Structural Cross Section A-A' g ~ ~OR!Z0NTAL SCALf AS NOTfD JULY 27, 1978 ------------------------------- . - oo
- r: (f) h J GRUY AND ASSOCIATES , !NC FIC)URE 2.5.1-30
SOUTHWEST NORTHEAST I LOCALU I B 81 1 GEOLOG. IC I CO~Mr~__ I l
~)- ]T:, ~ II GULf Oil CORP I~I~!I~~ . ~>- I I DE SOTO OIL COMPANY I~OGER D ALLEN! THE BARON CO DAlLAS PPCDUCTION 8 M FITZGERALD ~i(j")l
~-~-~.
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No. I B. W Wonn No 1-A Bratten Ranch No 1-B Nelon ~o I Hu!:lbord
'ldl,arn Mann Survey ~ ,r~s oN EQI!Y Survey John c. Groce S*"~ey , I
§ II Sechon 403 Abstro*t 145 Abs!lcct 169 Ab\troc* ?04 HOOD COUNT'<, 7!'.:XAS HOOD COU~lTY, TEXAS HOOD COUNTY, TEXAS HOCD COLJN..,.Y, TEXAS
~ f ~ .-,., 2
,.~ _,.,,~l >: 1:1 ~ 2 GULF ENERGY AND MINERALS CO. US
.;-;,_~_.J-1 :r ~, a::t;:;~J I V1 U 1 No 7 Bratten Ronch Marcus Br*nkle~ S!.I'~Y Ab~l'act 35
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~ 5500' UNITS 1 and 2 HOOD AND SOMERVELL COUNTIES , TEXAS Southwest to Northeast VERTICAL SCALE !N FEET ;-- () IJC 20C 30C 4':JC I
l Ar~ENDMENT 2 Structural Cross Section B-b'"I HORIZONTAL SCALE AS NOTED ~ jULY 27, 1978 c> c~~)*~~u~ H J 3RUi AND ASSQ(!AT[S, INC FIGURE 2.5.1-31 0000
R I I ~. ~ Kt:Y:
- - - PALUXY SAND/GLEN ROSE CONTOUR
_ _ _ _ GLEN ROSE MARKER BED ./ - ; DATUM: BASE PALUXY SAND/TOP GLEN ROSE LIMESTONE CONTOUR INTERVAL 25 FT.
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Amendment 67 February 5, 1988 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 STRUCTURE MAP OVERLAY UPPER GLEN ROSE MARKER 8 ED ZONE 1/ZONE II FIGURE 2.5.1-32
JACK GRYNBERG & ASSOCIATES HOOPER N0.2 r- A GULF OIL CORP.
~ C.L.CAMPBELL N0.1 GULF OIL CORP. '-......_
- 0. Mel NTOSH NO. 1 -.....
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. . FITZGERALD INDEX TO STRUCTURAL CROSS-SECTIONS
~ / VAN MORRISON N0.1 PALEOZOIC I / W.I.D. #3 I / A- A' FIGURE 2.5.1-30 GULF ENERGY AND MINERALS CO.U.S.
OTIS ROLLINS N0.1 I -!:(' B- B' FIGURE 2.5.1-31 I /" DALLAS PRODUCTION CO.
~
c BENJ.TAYLORI / / HUBBARD NO.1 CRETACEOUS WIGGINS N0.1 I / W.I.D. #1 4 c-c I FIGURE 2. 5. 1- 34 W.I.D. #12 / 0 - 0' FIGURE 2.5.1- 33 I 0 I GULF OIL CORP. (R.D.ALLEN) 1,..
~ --f- VICINITY GEOLOGIC MAP r J FIGURE 2.5.1-10 AND BRATTEN RANCH N0.1-A ~ _ _ _ - --0 CPS~S l l OUTCROP STRUCTURAL MAP
)'YA- - - THE BARON CO. \
+- -- FIGURE 2.5.1-32 GULF ENERGY A:JO MINERALS CO.U.S. I ~ NELON7, W I D #0.1-B 21 "'\
BRATTEN RANCH. 7 1 . . . \ AND RELATED CRETACEOUS MAPS
/ SINGER-LAYNE TEXAS I ,.- \\TEXAS UTILITIES ww N0.1 I \ C' I / \ <>-
B. W. WANN NO.1 -<! DE SOTO 0 I L CO. I co. co. Y.~~~-y'\>
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\ \\\ SCALE IN MILES
~- \\\ AMENDMENT 4 JANUARY 31, 1979
\ 5 MILE RADIUS COMANCHE PEAK S.E.S.
\
\
NUCLEAR PLANT
\ UNITS 1 and 2
\
PLYMOUTH (M.E.DAVIS) ~ STRUCTURAL CROSS-SECTION T.H. COUSINS N0.1 ~ LOCATIONS A' FIGURE 2.5.1-33
10 5 0 5 MILES MILES GULF ENERGY &MINERALS CO. u.s. SITE OTIS ROLLINS NO. 1 W.I.D.#l2 WEST c BEN J. TAYLOR C'
~ WIGGINS NO. 1 EAST 0
1000 GAMMA RAY SINGER-LAYNE TEXAS 100( TEXAS UTI L1 TIES WATER WELL NO. 1 0 900 900 RESISTIVITY OIL PROSPECTORS (C.H.KADANE ET AL) M.M. BUNT ET AL N0.1 800 GAMMA
< 800 t-w t-w w l1... 700 700 w l1...
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z 0 ....... :z: 0 t- ....... c::( t- > 500 w 500 c::( _J w w 0 _J 0 w
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LINE-OF-SECTION: INDEX MAP FIG. 2.5.1-33 400 400 GAMMA-RAY AND RESISTIVITY LOGS CORRELATED AMENDMENT 4 300 WITH LOGS OF CORE BORING P-10 AT SITE. JANUARY 31, 1979 300 (FIG. 2.5.5-17) COMANCHE PEAK S.E.S. NUCLEAR PLANT UNITS 1 and 2 200 200 CRETACEOUS STRUCTURE WEST TO EAST CROSS-SECTION C-C' FIGURE 2.5.1-34
15 10 5 0 MILES NORTHWEST SITE SOUTHEAST JACK GRYNBERG &ASSOCIATES HOOPER NO. 2 D <) D' GULF OIL CORP. GAMMA RAY C.L. CAMPBELL NO. 1 W. I. D. #2 MID-CONTINENT PETROLEUM CORP. SQUAW CREEK CATTLE CO. N0.1 800 800 0 0 o- SINGER-LAYNE TEXAS TEXAS UTILITIES WATER WELL NO. 1 700 GAMMA RAY 0 700 0 0 SELF POTENTIAL RESISTIVITY 0 1-- w SELF POTENTIAL 1-- w ~ 600 600 ~
...J RESISTIVITY w ...J
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...J w w ...J w LINE-OF-SECTION: INDEX MAP FIG. 2.5.1-33 300 300 AMENDMENT 4 JANUARY 31, 1979 200 GAMMA-RAY AND RESISTIVITY LOGS CORRELATED WITH LOGS OF CORE BORING P-10 AT SITE. 200 (FIG. 2.5.5-17) COMANCHE PEAK S.E.S. NUCLEAR PLANT 0 UNITS 1 and 2 0
...0 CRETACEOUS STRUCTURE NORTHWEST TO SOUTHEAST CROSS-SECTION D-D' FIGURE 2.5.1-35
3 11 z
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1970 N-'ll "-
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1_!1- !I I liJ 1 d) GU L F C0 A ST PROVINCE PROVINCE BOUNDARY SUBPROVINCE BUUNDARY COMANCHE PEAK S. E.S. LARGE STRUCTURAL ARCHES PREDOMINANT SURFACE FAULT TRENDS FINAL SAFETY ANALYSIS REPORT PREDOMINANT SUBSURFACE FAULT TRENDS
.,. UNITS 1 and 2
() TECTONIC PROVINCES AND
" ;r EARTHQUAKE EPICENTER MAP FIGURE 2.5.2-2
0 100 200 SCALE IN MILES LEGEND
~ISOSEISMALS e LOCATION OF INTENSITY REPORTS COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT o EARTHQUAKE EPICENTER UNITS 1 and 2 I-XI I INTENSITY (MODIFIED MERCALLI) 1882 BONHAM (PARIS) TEXAS Doceka 1 ( 69) EARTHQUAKE ISOSEISMAL MAP FIGURE 2. 5. 2-3
L d LIMIT OF FELT AREA (? '"o"" MISSISS!P:!
~\-7":"*J.. *-
0 Marksville
~--:*.~--. --. --~~----"!
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.... 3 4 4 0 2
0 IV - V 2 0 JOO 3
- 0 *
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0 290 GULF OF MEXICO LEGEND: 4 Denotes Rossi-Forel intensity at reporting location I-IV Denotes range in Rossi-Forel intensities intensities reported in contoured area 0 20 40 60 Miles SCALE COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 1930 DONALDSONVILLE. LA.
REFERENCE:
Neumann (24) EARTHQUAKE ISOSEISMAL MAP FIGURE 2.5.2-4
z (./) C) c ~
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.,. OIL OR GAS FIELD FAULT, HACHURES ON COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2
~ DOWNTHROWN SIDE 1932 WORTHAM-MEXIA EARTHQUAKE LOCATION MAP
AFTER BRAZEE (1972) Ref. 2.5-88 v 0 5 10 15 20 25 AREA OF MMIV OR GREAj.'ER 30 35 40 4.5 (1000 SQ MI) A. Felt Area - Modified Mercalli Intensity Relationship for Eastern and Central U. S. Earthquakes AFTER FLAWN (1970) Ref. 2.5-89 I I MEXIA FIELD I I OIL PRODUCTION HISTORY s I 25~~-+~--~--~~~~~~ I
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1920 1922 1924 1926 1928 1930 1932 TIME YEARS B. Mexia Field Oil Production History COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 MEXIA EARTHQUAKE OBSERVATIONS FIGURE 2
- 5
- 2- 7
102" 96" 94° oGre.nt oCI.Urem.o t
- so Statute Miles 6 Tho 8 8 30" 94* n*
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 1952 EL RENO, OKLAHOMA SOURCE: Murphy,L.M. and Cloud,W.K. (27) EARTHQUAKE INTENSITY MAP FIGURE 2, 5, 2-8
100' 99' 98' 97' 96' KANSAS 37~--- -------- - * - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ !~:.. 36' 36' 0 OKLAHOMA 0 Oklahoma C*ty 0
"\ r - - Limits of Felt Area 3.5' 1\. 3.5' TEXAS 34'
~*ta fall~.* ,.l~'"\.,'-,.w*,0 _
--...~
I. ~ tJ ~ v /" __,. .*"-. v~
.~..
3J' 3J' 3 0 100' 99' 17 June 1959, 04:27:07 CST 0 !0 2\) 40 60 80 100 32' E3 ~ E:;===3 I Scale of Mtles 98' 97' 96' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SOURCE: Eppley,R.A. and Cloud,W.K. (93) 1959 SOUTHERN OKLAHOMA EARTHQUAKE ISOSEISMAL MAP FIGURE 2.5.2-9
OKLAHOMA ARK. NEW MEXICO TEXAS NOTE: Other gypsum and/or anhydrite strata are known. to exist in the subsurface. LEGEND Outcrops of gypsiferous X Anhydrite uplift 20".,..., ldohytetal-mean annual precipitation
**** Subsurface Salt-Anhydrite deposition CD Balcones Fault Zone 100 zoo GD Mexia-Talco Fault Zone Scale In MHet COMANCHE PEAK S. E.S.
SOURCES: A. A. Meyerhoff, W. Paine; "Interactions among Tectonics, Sedimentation and Hydro- FINAL SAFETY ANALYSIS REPORT carbon Accumulation", in Gulf Coast Assoc. UNITS 1 and 2 of Geol. Socs. Trans., 1970. Brune, 1965. U.S.Weather Bureau, "1965. DISTRIBUTION OF GYPSIFEROUS FORMATIONS, ANHYDRITE UPLIFTS LOUANN FIGURE 2.S.?-]f)
WEST EAST V') 0 1000' ~
~
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, 4000' z
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):::o (/)~ ~~~iiiiiiiiiiiiiiiiiiiiiiiil
- 0 m I cl>l> Horizontal Scale zi+lZ
('"') ('"')
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§t~ N (/)
z rrJ :o'!"J mm Modified after Baylor Geological Society
""0*
Q(/) Guidebook (1964), Fig. 3
- o*
-l
GROUND EAST WEST CONTROL WELLS SURFACE TERTIARY 1000' 1-I.J.J LJ.J 1.1.. z UPPER CRETACEOUS
- X:
t-o.. LJ.J c AUSTIN CHALK
~
3000' LOWER CRETACEOUS 0 1000 Feet Horizontal Scale COMANCHE PEAK S. E.S. Modified after lahee, Fig. 29 FINAL SAFETY ANALYSIS REPORT Structure of Typical American Oil Fields UNITS 1 and 2 Vol. 1, 1929 AAPG. MEXIA FAULT ZONE CROSS SECTION FIGURE 2. 5. 2-12
INDEX MAP AREA .COVERED BY THIS FIGURE 25 50 MILES 0 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 Map of Texas; 1:2,500,000; 1972
- COMANCHE PEAK S.E.S.
LEGEND FINAL SAFETY ANALYSIS REPORT
/ Contour on Basement 5urface
( (mean sea level datum) UNITS 1 and 2
/
1950 Fault, downthrown side indicated FAULTS AND A Earthquake Epicenter BASEMENT CONFIGURATION
- Well penetrating basement rocks, used for control FIGURE 2.5.2-13
HOWELL AND SCHULTZ (197!5)
,.. STUDY WI z
1&1
.... GUPTA AND
~~ NUTTLI ( 1978)
-=
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..J I c
u 0 I: .... c
- I Q
\
1&1
\
a Q
- I SAFE SHUTDOWN UltTHQUAKE
[VALUATION It - KILOMET!Itl 0 10 20 50 50 100 200 300 400 100 1000 NOTES: BASIS FOR INTENSITY DATA INTENSITY VI I I - VALENTINE, TEXAS, 1931 INTENS ITV VII - BONHAM, TEXAS, 1882
- EL RENO, OKLAHOMA, 1952 BASIS FOR COMPARISON (121 ,122,123)
Io - EPICENTER INTENSITY I(R) - INTENSITY AT DISTANCE R COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EARTHQUAKE ATTENUATION FIGURE 2.5.2-14
B~qlNG NO.: P-1 ~EPTH: ~B.B-~B.~ YOUNG'S HD~ULUS Of ELASTICITY= 92BB PSI 258.8 li1 a.. z li1 158.81 li1 w 0::
, t-li1 z)>(") liDI.II "Tl C)
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REFERENCE:
LEGEND UNITS 1 and 2 TEXAS UTILrTES GENERATING COMPANY, s- 1 A 0 SOURCE BORING FIGURE 2.4-40, "PLOT PLAN, DRAINAGE DITCHES PLAN AND LOCATION OF LAYOUT", MODIFIED FOR: AMENDMENT 1, POST-CONSTRUCTION CROSSHOLE L- 1 ~ LISTENING BORING JUNE 15, 1978 SURVEY BORINGS FIGURE 2.5.4-14A
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I "iFVlRA~ LOCi\TiilN'J C._ONG A SE '3MIC r I I.'NE FOR ::::t..ARIFICATION, TWO PLOT
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<PRIMACORD METHOD) BORING M-5 FIGURE 2.5.4-21
GAMMA RAY RESISTIVITY (COUNTS/SECOND/INCH) (OHMS PER INCH) 0 40 80 120 160 200 0 100 200 300 400 500 0
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GAMMA RAY RESISTIVITY (COUNTS/SECOND/INCH) (OHMS PER INCH) 0 40 80 120 160 200 0 100 200 300 400 500 50 f-w w LL z w L) <( 100 LL 0:::
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749' sa;' I" EJ 794'11" 784'7" c.a.ncou I STJ.DCTULU. JACD'lLL 772' 7" I I lniJCT'DIAL POUIIDAtiOI L___j UC.lVA.TION 4 '10!69.0 10349.0 SUVIa VATU Pin DltlfCB (C.lnGOI.T I JACD'ILL) D CLASS I n.ECTJ.ICAL DIJCT IAJIU (UTKGOI.Y I JACD'ILL) Amendment 67 COMANCHE PEAK S. E. S. February 5, 1988 FNAL SAFETY .ANALYSIS REPORT UNITS 1 and 2 PLAII VIEW PLANT EXCAVATION RlH 1.5.4-27
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~ I
- FINAL SAFETY ANALYSIS REPORT
(, 100 o too 200 FEE:T UNITS 1 and 2
/
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CUT 8 FILL AMENDMENT 87 PLANT SITE DECEMBER 18, 1992 FIGURE 2 54-28 L---------~--------------------------------~--~----~--------------------------~----------------~------------~------~--~~------------------~--------------------_J
~ I'C" 5f.L.E.CJTE.O ~t:.~I~TANi
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le 'OE.LC.<JTE:O tt.c.eloTANT WE.L~ ~~OE.O LIME.~iONE lv\A.'¥.l~tA ~rz.t: 4 E.L. &05'-Q" ~ e,)e,\5.00 LIMIT OF
).j F.I. E 10,7\\. '25 SECTION B- B G.ltAOING
~TAT ION 1 +50 TC 51~\ION '2+1C N.1.S.
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT PLAN UNIT 1 and 2 SERVICE WATER INTAKE CHANNEL CUT 8 FILL MARCH 31, 1980 FIGURE 2.5.4 - 28A
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT v .. ;:1 UNITS 1 and 2
- D CLASS BACKFILL MATERIAL QUARRIES FIGURE 2,5 4-29
TEXAS UTILITIES SERVICES, INC COMANCHE PEAK STEAM ELECTRIC STATION TEXAS UTILITIES SERVICES, INC. COMANCHE PEAK ST~AM ELECTRIC STATION TEXAS UTILITIES SERVICES, INC. COMANCHE PEAK STEAM ELECTRIC STATION MASON-JOHNSTON a ASSOCIATES, INC MASON-JOHNSTON 8 ASSOCIATES, INC DALLAS, TEXAS DALLAS, TEXAS MASON-JOHNSTON a ASSOCIATES, INC DALLAS, TEXAS
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A, COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLANT SITE GEOLOGIC SECTION HCiURE 25.4-30
ELEV. OEPTli FORM- SEISMIC WAVE VELOOTY IFEETtsECONOl DEPTli ELEV.
~I' GENERAL.IZEO UTHOLOGY
- GEOPHYSICAL LOG
~FT.MS.l I FErn AllON I 101\HQ 1*\4 I IFEEn 1FT~
2000 4000 1000 1000 . ~IOO 12000 MOOO
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3 13 12 SHEAR WAVE VELOCITY October 14, 1988 CAL.f'ER. IN. RESISTMTY, OHM
... Ca.tPRESS<<)HAL WAVE VELOCITY NOTES: COMANCHE PEAK S.E.S.
11J SEISMIC WAVE VELOCITY PROFII:E IS FOR ILLUSTRATION PURPOSES ONLY. FINAL SAFETY ANALYSIS REPORT THE DATA PLOTTED IS THE AVERAGE VELOCITY. UNITS 1 and 2 12J NO CORRECTIONS ARE APPLIED FOR REFRACTION PHENOMENA. C3J THE OBSERVED SCATTER IN P-WAVE VELOCtTY ABOVE 1115 FT. MAY BE DUE GENERAUZED SUBSURFACE PROFILE TO REFRACTION PHENOMENA AS THIS ZONE CONTAINS SEVERAL THIN LAYERS AND SEISMIC WAVE VELOCITIES OF CLAYSTONE. (THIS F'ICc*UJ:u~ At:>AP""ED P'Ror-t ,:<e.l": 1~1) FIGURE 2.5.4-30A (SH 1 OF 2)
ELEV. OEPTH IPRN=!!I= GENERAUZEO L.JTHO..OGY ~M SCLSJ.CIC WAVE VELOOTY IFEETISECONOI DEPTH ELEV. GEOPHYSICAL LOG I" *..-- 1E:l CFE.Ell *-- AllON 2000 4000 1000 1000 10000 12000 wooo I 101\IHQ S * \4 I tFEETl ~.YS.
,._ 500-SANOSTO<< HT'EJIIIEOOED Wrtl1 CLAn TO<< -* L*- ._.,
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- -f- 300-1- 520'- -520-1-
0 250 1 3
~------------------~
EXPL.ANAT()N GAMMA, API APPARENT, G/CC 3 13 0 12 SHEAR WAVE VELCXtrY CALPER, IN. RESISTMTY, o-iM October 14, 1988 A CCiolPRESSOW. WINE VELOCITY NOTES: COMANCHE PEAK S.E.S. 11.1 SEISMIC WAVE VELOCITY PROFILE IS FOR ILLUSTRATION PURPOSES ONLY. FINAL SAFETY ANALYSIS REPORT THE DATA PLOTTED IS THE AVERAGE VELOCITY. UNITS 1 and 2 12.1 NO CORRECTIONS ARE APPLIED FOR REFRACTION PHENOMENA. 13.1 THE OBSERVED SCATTER IN P-WAVE VELOCITY ABOVE 195 FT. MAY BE DUE GENERAUZED SUBSURFACE PROFILE TO REFRACTION PHENOMENA AS THIS ZONE CONTAINS SEVERAL THIN LAYERS AND SEISMIC WAVE VELOCITIES OF CLAYSTONE. FIGURE 2.5.4-30A (SH 2 OF 2)
v VIEW LOOKING EAST (PLANT GRADE
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- 0 * * * * *
- 4 SERVICE WATER
* * * * * * * * * * * * * * * **** 0 ******** *
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* * * * ** * *** STRUCTURE
------ -.-~. ; * * * * *
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------------------ _-, X * * *: * * * * * * ~ * * * * * * * * * * * * * * * * * * *
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LEGEND
- LIMESTOI£ v I ~j CLAYSTONE COMANCHE PEAK S.E.S.
FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2
~ ..... .
~e*:*:****.
~**
- 00 1 CATEGORY I BACKFILL Amendment 67 February 5, 1988 SERVICE WATER INTAKE CATEGORY I BACKFILL FG.n 2
- 5
- 4- 31
D PLANT GRADE VARIES VARIES SERVICE WATER PIPE TRENCH J J
..*.*.-;.: . PLANT GRADE
.****:* ..~.. .*..
- t'O" MJH 2'0~ f'O" MJH
- o**o.
- b ~MIH1 . * . CATEGORY I 8ACI<FILL VARIES CATEGORY I VARIES D CATEGORY I 8EODING ELECTftiCAL DUCT BANK Amendment 95 February 2, 1998 Cat.WO PEAl U.S.
FINAL SAFETY ANALYSIS REPORT lHTS land 2
- TYPICAL CROSS SECTIONS CATEGORY :I BACKFILLED EXCAVATIONS
-- I D - - - _ _ _ _ _! __
Flc;u:tl 2.5.4*32 __:1:___ _ _ _...__ _ _ _~*---- I
ELEVATION 805 .s
/~------------
\
\
CONTAINMENT ELEVATION 793' 3"
\
\
\
REACTOR ELEVATION 768' II" N'J FRACiUR£5 N s LEGEND r' COMANCHE PEAK S E,S FRACTURE FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FRACTURE MAP UNIT I FOUNDATION 10 FIGURE 2,5 4- 33o Amendment 67 February 5, 1988
N s REACTOR ELEVATION 768' II" __f NO fRACTURES
'~
*~,
~
',~'
*~F
~
'~
/
/ CONTAINMENT ELEVATION 793' 3" TOE OF SLOPE ELEVATION 784' 7" LEGEND
\._F FR~CTURE INJiCA TOR COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FRACTURE MAP UNIT I TO FOUNDATION FIGURE 2 5 4- 33b Amendment 67 February 5, 1988
I 1------------------------~--- --- ------- . ------------~------------------ 1------~--- ~-- ----------------------------~--------------~- ----~ ----------------- ------- ~-----~----------~--- - - -------- ------------------------------ ---~- ------------- -----~----------------------~----------1
-- -_::_-=--------~--------_-:- ___-__-_--_=.-=_-=_-_-
------:--~--:_-_--_-- __- ___---------------------------------------------===-======1 lAO" s
I I i I i ( I I c---------------------------------------------~----------------------------------------~--------------~--------------------------------1 LEGEND L__ _-_-cJ_-) CLAiSTONf
--------------------------------------------------- -~-----------~--------------------- ----------------------------------~---------------l
--------------------------------------------------------~
-LIMESTONE FRACTURE INDICATOR COMANCHE PEAK S. E S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FRACTURE MAP UNIT 10 REACTOR WALL FIGURE 2.5.4-34
LEGEND
~~~~~~~~IIIII~ CLAYSTOH£ UWESTONE r..::J DENTAL C~
BACKFILL I D ROCK REIIOIIED I PER DESIGII I l FRACTUII£ INDICATOR 270° COMANCHE PEAK S.E.S. w FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FRACTURE MAP UNIT 10 CONTAINMENT WALL FIGURE 2.5.4-~5
UNIT I PHOTO GRIDS I I I I I I I I I I I I I I I I I I I I I : I I I I I I I I I I I I I I I I I I I I I I I
~81 27 26 25 I
24 I 23 I 22 I 21 I 20 I 19 18 I 17 16 15 14 I I I I I I I I I I I I I I I I I I I I I I I I I o* 90. lBO" CONTAINMENT BUILDING I ICBI-1-281 I I I I I I I I I I I I
- I I I I I I I I I I I I I I I I I I I I I I i I I I I I I
41 13 I 12 II 10 I 9 I 8 7 I 6 I 5 4 3 I 2 I I 28 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 180° 270° 3so* CONTAINMENT BUILDING I (CBH-281 I I I I I I I I I I I I l' I I I I I I I I I : I I I I I I I I I I I I I I I 6 I 7 I 8 I 9 10 II I 12 I 13 I 14 I 15 I 16 17 I 18 I 19 20 I 21 I I I 2 I 3 I 4 I 5 I 6 I st Lift I I i I I I I I I I I I I I I I I I I I I I 1 I I I J I _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 I I I I I I 14 13 12 10 9 B 7 6 5 4 I 3 I I I II I I I I I I 2 I I I I I I I I I I I I I I I I I I I I I 2nd Lift I I I I I I I I I I o* go* 180° 2700 36o* REACTOR CAVITY I I st Lift (CI-RC-1-21) 2nd Lift (CI-RC-1-14} COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PHOTO GRID UNIT I CONTAINMENT AND REACTOR WALLS FIGURE 2. 5.4.- 3 6
*. < _,-----------~--~-~' -.. -~--*- ------
CONTAINMENT WALL PHOTO # CB-1-1 CONTAINMENT WALL PHOTO #CB-1-2
- I 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 REFERENCE FIGURE 2.5.4-36 FIGURE 2. 5. 4-3 7
CONTAINMENT WALL PHOTO # CB-l-4
---- --~-~*
~
CONTAINMENT WALL PHOTO # CB-l-5 '- *---~~ .. CONTAINMENT WALL PHOTO # CB-l-6 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 2 of 21
.---------~=-~==-------
REFERENCE FIGUR~ 2.5.4-36 FIGURE 2
- 5 . 4- 3 7
CONTAINMENT WALL PHOTO # CB-1-7 CONTAINMENT WALL PHOTO # CB-1-8 CONTAINMENT WALL PHOTO #* CB-l-9 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 3 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5 . 4- 3 7
CONTAINMENT WALL PHOTO # CB-1-10 CONTAINMENT WALL PHOTO # CB-1-11 CONTAINMENT WALL PHOTO # CB-1-12 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATI-ON PHOTOGRAPHS Sheet 4 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2. 5. 4-37
CONTAINMENT WALL PHOTO # CB-1-13 CONTAINMENT WALL PHOTO # CB-1-14 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 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 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5
- 4- 3 7
CONTAINMENT WALL PHOTO # CB-l-19 CONTAINMENT WALL PHOTO # CB-1-20 CONTAINMENT WALL WALL # CB-1-21 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 7 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 . 5 . 4-3 7
CONTAINMENT WALL PHOTO # CB-1-22 CONTAINMENT WALL PHOTO # CB-1-23 CONTAINMENT WALL PHOTO # CB-1-24 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 8 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5
- 4- 3 7
CONTAINMENT WALL PHOTO # CB-l-25 CONTAINMENT WALL PHOTO # CB-l-26 CONTAINMENT WALL PHOTO # CB-l-27 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 9 of 21 REFERENCE FIGURE 2.5.4-36 FIGl)RE 2 . 5 . 4-3 7
CONTAINMENT WALL PHOTO # CB-1-28 REACTOR WALL PHOTO # Cl-RC-1 1st LIFT REACTOR WALL PHOTO # Cl-RC-2 1st LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 10 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5 . 4 - 3 7
REACTOR WALL PHOTO # CJ_-RC-3 1st LIFT REACTOR WALL PHOTO # C1-RC-4 1st LIFT REACTOR WALL PHOTO # C1...;RC-5 1st LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 11 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5
- 4- 3 7
REACTOR WALL PHOTO # Cl-RC-6 1st LIFT REACTOR WALL PHOTO # Cl-RC-7 lst LIFT REACTOR WALL PHOTO # Cl-RC-8 1st LIFT COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 12 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5
- 4- 3 7
REACTOR WALL PHOTO # C1-RC-9 1st LIFT
~ACTOR WALL PHOTO # C1-RC-10 1st LIFT REACTOR WALL PHOTO # C1- RC-11 1st LIFT COMANCHE PEAK S. E. S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 13 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2. 5. 4-37
REACTOR WALL PHOTO # Cl-RC-12 1st LIFT REACTOR WALL PHOTO # Cl-RC-13 1st LIFT REACTOR ~\TALL PHOTO # Cl-Rc-14 1st LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 14 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 . 5
- 4- 3 7
REACTOR WALL PHOTO # Cl-RC-15 lst LIFT REACTOR WALL PHOTO # Cl-RC-16 1st LIFT REACTOR WALL PHOTO # Cl-RC-17 1st LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 15 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5
- 4 - 3 7
REACTOR WALL PHOTO # Cl-RC-l8 1st LIFT REACTOR WALL PHOTO # Cl-RC-19 lst LIFT REACTOR WALL PHOTO # Cl-RC-20
. t lst LIFT COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 16 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 . 5 . 4- 3 7
REACTOR WALL PHOTO # Cl-RC-2l lst LIFT REACTOR WALL PHOTO # Cl-RC-.1 2nd LIFT
*: . . . . -,: : . _=:
2~~~4~~~~:,i . 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 REFERENCE FIGURE 2.5.4-36 FIGURE 2
- 5
- 4 - 3 7
REACTOR WALL PHOTO # C1-RC-3 2nd LIFT REACTOR WALL PHOTO # C1-RC-4 2nd LIFT REACTOR WALL PHOTO # C1-RC-5 2nd LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 18 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2. 5. 4-37
REACTOR WALL PHOTO # Cl-RC-6 2nd LIFT REACTOR WALL PHOTO # Cl-RC-7 2nd LIFT REACTOR WALL PHOTO # Cl-RC-8 2nd LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 19 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 *5 * -
REACTOR WALL PHOTO # Cl-RC-9 2nd LIFT REACTOR WALL PHOTO # Cl-RC-10 2nd LIFT REACTOR WALL PHOTO # Cl-RC-11 2nd LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 EXCAVATION PHOTOGRAPHS Sheet 20 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 . 5 . 4- 3 7
REACTOR WALL PHOTO # Cl-RC-12 2nd LIFT REACTOR WALL PHOTO # Cl-RC-13 2nd LIFT REACTOR WALL PHOTO # Cl-RC-14 2nd LIFT COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT
'ilii!ii~~*', ,_' : :..;; '
UNITS 1.and 2
,~~.r,::;~,'*, . . ~:~* oo 'm .~*.*~:
EXCAVATION PHOTOGRAPHS
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Sheet 21 of 21 REFERENCE FIGURE 2.5.4-36 FIGURE 2 . 5
- 4- 3 7
I gl 810
~I 802 799.5 810 810 810 WEST WALL
'eo '>2>2>D ?W >>2>>2/ >~~"-...~ EAST WALL 810 190 ,.., J > " CENlER Ul'.£ 810 LEGEND COMANCHE PEAK S.E.S. 77777 SAND BEDDING FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2
\SSSS\ Q BACI<FILL ~ a w w AMENDMENT 22
~~------
scale n JUNE 12, 1981 PLAN PROFILE OF SWI FIGURE 2.5.4-37A
------------~---------------------,----------*--------------~~~~~-----
U.S. STANDARD SIEVE SIZES
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SOUTH NORTH 860 ------------------------* MODERATELY TO SEVERELY
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~ CLA'\'STONE BOTTOM OF FOUNDATION MAT 200 0 200 400 CROSS SECTION B-8' scale fl.
Refer to Figure 2.5.5-? for rTl_'_* W'o'C'T<Rw~~IT o8hw~~~1:~A~ lo~(~H 0 Location of Cross-Sectl.on LJj SANDSTONE LIKE ZONES. FIGURE 2 .5. 4- 41
24.9 KSF MAX. Amendment 67 February 5, 1988 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FOl.NDATICN PRESSURE DISTRIBUTION UNDER CONTAINMENT DURING SSE FIGURE 2
- 5
- 4- 4 2
l I l
' . -t-4---L
' l
' I I-++
p:~, I
~
r:- f-
' I TOTAL SWELL (INCHES)++444-~~++++~~~-W I I I I I I I I
! *~ :-
. I I '
I I 1 ' I I v I 1 i I EXAMPLE (Hypothetical) : ( 1) Equivalent slab thickness = 2' ( 2) Claystone layer is 1.0' below bottom of slab and is 1.5' thick ( 3) Total heave at top of slab =
! heave at "A" minus heave at "B" l
=0.17"-0.08"
=0.09" I I I I
I I I I I !
- j I
I I I I i I I I I I T
' __L_ I I '
Amendment 67 I ' February 5, 1988 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2
~OF OMSTCNE rn FOUNDATION FIGURE 2
- 5
- 4 4 3
TYPE MATERIAL - BEDDING SAND MEAN RELATIVE DENSITY = 90.554 STD. DEV. = 7.11 N = 18 4 r-lZi V,) 804 RELATIVE DENSITY E-4 V,) 3 r- MINIMUM ALLOWED
~ ""0 1)1/l I
rz:l 2 1 - 0 ~----------------------------------------------------------------L-~~_.--------~~~~~~._~_. _______ 48 50 52 5'l 56 5R 60 62 64 66 68 70 72 74 76 78 80 e2 8'1 86 P8 00 ~2 ~4 06 ~8 100 102104 1C6 RELATIVE DENSITY COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RELATIVE DENSITY TEST
SUMMARY
FOR BACKFill AROUND CATEGORY I Amendment 67 ELEC. MANHOLES AND DUCT BANK February 5, 1988 F~ 2.5.4-44
25 -r- TYPE MATERIAL - CRUSHED STONE
< 2 SIZE 11 MEAN COMPACTION = 102.51%
STD. DEV. = 4.76 N a 108 20 ~
- z;
~ 15 Cf.l ~
957. COMPACTION MINIMUM ALLOWED r:! 5 ~ 0 J 88 90 'J2 94 96 98 100 102 104 106 103 110 112 114 116 118 PERCENT COMPACTION COMANCHE PEAK S. E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST
SUMMARY
FOR BACKFILL AROUND CATEGORY I Amendment 67 CONDUIT February 5, 1988 FG.ft 2.5.4-45
10 ~ TYPE MATERIAL - BEDDING SAND 9
- MEAN RELATIVE DENSITY = 90.104 STD. OEV. = 6.85 8 ~
N = 40 7 .....
- or<
Cl.l 6 - 80% RELATIVE DENSITY
~
Cl.l MINIMUM ALLOWED
~ 5 ~
0 r::ll:: fz,:l 4
~
3 2 ~ 1 0 78 80 82 84 86 BR 90 92 ')4 96 100 102 104 106 RELATIVE DENSITY COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RELATIVE DENSITY
SUMMARY
FOR BEDDING AROUND CATEGORY I Amendment 67 PIPELINES February 5, 1988 F~ 2.5.4-46
10 TYPE MATERIAL - CRUSHED STONE
< 2" SIZE MEAN COMPACTION - 102.10'%.
9 STD. DEV. = 3. 94 N = 29 8 -r-7- 95'%. COMPACTION MINIMilll ALLOWED 6
~
1 1-0 96 98 100 102 104 106 108 110 112 PERCENT COMPACTION COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST
SUMMARY
FOR BACKFill AROUND CATEGORY I PIPELINES Amendment 67 February 5, 1988 F!Qft 2.5.4-47
40 -.- TYPE MATERIAL - CRUSHED ROCK
< 2* SIZE MEAN COMPACTION
- 101.251 STD. DEV.
- 4.46 N
- 134 30 -~-- 951 COKPACTIOR MIRIKOM .ALLOWIID
~
fl)
~ ~
I= 20 *r-10 - 0 C4 86 88 90 94 96 93 I 100 102 104 106 108 110 112 114 116 PEUCENT COMPACTION COMANCHE PEAK S.E.S. FNAL. SAFETY ANALYSIS REPORT UNITS 1 and 2 PERCENT COMPACTION TEST SUMMAR' FOR BACKFILL AROUND THE SERVICE Amendment 67 WATER INTAKE STRUCTURE NOTE: Accepted Values Are ~ 95% February 5, 1988 ~ 2.5.4-48
CELL 40 CELL 20 CELL 40 n COUNT COUNT COUNT 36 Hl 36 32 32 16 n 28 14 24 24 - 12 2(}- 20 10 16 16 8 12 12 6 I 8 8 4 4 4 2 1- 0 0 ~~ 0 50 55 60 65 70 75 80 25 90 95 100 50 55 60 65 70 75 80 85 90 95 100 50 55 60 65 70 75 80 85 90 95 100
% PASSING #~ SIEVE % P.~SSING #8 SIEVE % PASSING #16 SIEVE SPECIFICATION LI:'ITS 95-100% SPECIFICATION LHliTS 30-100% SPECIF!C.'\TION UliiTS 50-8:i%
CELL 22 COUNT 20 CEtL 20 CELL 4U COUNT ri)'JrlT 18 18 36 16 16 32 14 14 28 n
- ~
12 24 10 ~*"
~"
- ~ n" 8 16 I
6 12 4 ::; 2 4 r--- 0~.--~r-+-~-+~--~.-~-- 0 25 30 35 40 45 50 55 60 65 ?G 75 0 5 10 15 20 25 30 35 ~0 45 50 0 5 10 15 20 25 30 35 40 1\S 50
% PASSING #3C SlE','[ % PASqNG #5° SIEE % PASSING #100 SIEVE SPECIFICATION Lir:r*s 25-60% SPCClF'Cf,TIC~' Ll'T~ HJ-'~~ SPECIFICATION LIMITS 2-10%
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT i::CT~: .'\LL (lOC%) P.\SS!flG 3/8" SIEVE UNITS 1 and 2 JULY 31, 1980 BACKFILL w~ I firsro~~M "oF. . TION LIMITS FOR BEDDING SAND GRADA-FIGURE 2. 5.4-49
CELL CELL 10* CELL 10 COUNT 1~ ~ COUNT 9 COUNT 9 87 ~ 8 8
- 1 7 7 1-,1 6 6
- _u.,
5 5 4 ..j I 4 4 1L.~~J_J 3 I : 3 2 1 0+--.*--.-4-*4--*+--,--,---.---~~ 50 55 60 65 70 75 80 85 90 95 100 50 55 60 65 70 75 80 85 90 95 100 50 65 70 75 80 85 90 95 100
% PASSING #4 SIEVE % PASSING #8 SIEVE % PASSING #16 SIEVE SPEC I FI :ATION LHHTS 95-100% SPECifiCATION LIMITS 80-100% SPECIFICATION L!t~ITS 50-85%
CELL CELL 10 CELL 10 l co urn COUNT 9 COUNT
~l61
'!I 8
7 I' 6 5 4~
!tJ1 4
nl 3
~j 2 1
i oI I I I ----r---1 0 +---.----1~+---+-+---.-----. -.-----,---,- I I I I I I I I 25 30 35 40 45 50 55 6~ 65 70 75 0 5 10 15 20 25 30 J5 40 45 50 0 5 10 15 20 25 30 35 40 45 50
% PASSING #30 SIEVE % PIISSIIlG #50 SIEVE % PASSING #100 SIEVE SPEC! FIC.~TION LIIHTS 25-60% SPCCIFIC.~TijN LH1ITS 10-30% SPECIFICATION Ur:ITS 2-10% COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DUCT BANK BACKFILL JULY 31, 1980 ~O~T~~§fi~NaFsK~fiDATION LIMITS flOTC: .'\LL (100%) P!\SSHrG 3/3" SIEV~ FIGURE 2. 5.4-50
CELL 10 CELL 10 CELL 10 COUNT 9 COUNT COUNT 8 9 n
- j 8
7 7
- I I
~
6 6 4 5 I
~l~-111L 4
3 2 1 0 50 55 60 65 70 75 80 85 90 95 100 20 25 30 35 40 45 50 55 60 65 70 5 10 15 20 25 30 35 40 45 50 55
% PASSING 1" SIEVE % PASSING 'o<" SIEVE % PJl.3SING #4 SIEVE SPECIFICATION Lli~ITS 50-85% SPECIFICATION LmiTS 25-65% SPECIFICATION LHliTS 15-50%
CELL 14 I ~ COUNT 13 12 11 10 CELL CELL \e~ COUNT 9 COUNT 18] 8 lL 7 14~
~~
6 5 6 4 96 3 5
~~
0 0 r-- 5 10 15 0 20 25 30 35 45 50
!+
0-t---t:-:~ -+-~.~--.---,~ **~ 10 15 20 25 30 35 40 45 50 40 45 50
% PASSING #10 SIEVE % PASSING #~0 SIEVE SPECIFICATION LIMITS 5-40% SPECIFICATION LIMITS 0-20% SPECIFIC,\TION W1ITS 0-10% COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT NOTE: ALL (100%) PASSING 2" SIEVE JULY 31, 1980 BACKF LL - HISTOGR~~ 8~R~~A~~~ TION LIMITS FOR CRUSHED ROCK FIGURE 2.5.4-51
n CELL 20 10 CELL CELL u COUNT 19 n COUNT 9 COUNT 8 r-- 16 15 15 14 7 - 14 13 13 r-- 12 6 12 l~ 1-- 5 f-- H9 f-- t 4 r- I 8 7 3 - g ---
,J---- lh
~
2 1-----
~ h ~
0~-.----+-~-4--+-~-4--~ 1 O+-~~--+--r-4--+--r-4--t-, 1 0 h n 50 55 60 65 70 75 80 85 90 95 100 25 30 35 40 45 50 55 60 65 70 75 10 15 20 25 30 35 40 45 50 55 60
%PASSING 1" SIEVE % PASSING lz" SIEVE % PASSING #4 SIEVE SPECIFI:ATION LH1ITS 50-85% SPECIFICATION LitHTS 25-65% ,--SJ'ECIFICATION LitHTS 15-50%
CELL COUNT ~~25 CELL 24 r- 24 COUNT 23 CELL COUNT re ~~ 19
~~
19 13 17 18 17 H-16 16 - 15 H l~ 15 14 u 13 13 12 12 lb 1-- 9 9 i~ 1-- i~--- 1-- ~ 4 1-- g 3
~2 - --1
~~l~~~+-~~~~~1 ~
0 +--+--+--+h-+--,--,-----,-,-,.-----, ~ +-~~--+--.~--~~-.--~ 5 10 15 20 25 30 35 40 45 50 55 0 5 10 15 20 25 30 35 40 45 5() o 5 10 15 io 25 3o 35 40 45 5o
% P.%SING #100 SIEVE
% PAS>ING #10 SIEVE % PASSING #40 SIEVE SP ECI FIG.'ITI ON LIt1ITS 0-10% .----------------1 SPECIFICATION LIMITJ 5-40% SPECIFICATION LIMITS 0-20% COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 NOTE: ALL (100%) PASSING 2" SIEVE DUCT BANK TRENCH & MANHOLE JULY 31, 1980 BACKFILL
- HISTOGRAM OF GRADA-TION LIMITS FOR CRUSHED ROCK FIGURE 2. 5.4-52
ELL 10 CELL 10 CELL COUNT 10 OUNT 9 I COUNT 9 9 8 8 8 I 7 7 7 6 6 6 5 5 5 - 4 4 4 -- li 3 3 --
'~ ~r n_[
3 I 2 2 2 1 0 ' 50 55 60 65 70 75 80 85 90 95 100 1 0 25
~l=~
30 35 n 40 45 50 55 60 65 70 75 1 0 0 5 ll 10 15 20 25 30 35 40 45 50
% PAS3ING 1" SIEVE % PASSING ';" SIEVE % PASSING #4 SIEVE SPECIFICATION LIHITS 50-85% SPECIFICATION LI~ITS 25-65% SPECIFICATION LltHTS 15-50%
CELL 10 l CELL 10 CELL 10 ,-- COUNT 9--i COUNT COUNT 9 9 8 8 ,-- 8 7 7 7 6 6 6 5 5 5 n~ill 4 4 4 3 3 - 3 2 2 ---* 1 1 I I I I 0 I 0 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 % PI~~SING #100 SIEVC
% PASSING #40 SIEVE SPECIFICATION LHUTS 0-100%
SPECIFICATION LIHITS 5-40% SPECIFICATION LltHTS 0-20% COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 t!OTE: ALL (100%) 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 It~ .*** t,U,~ -
~
Zw * .*. -
.. ~*
~
i .*
~
~
~
....~ .... .
~
Hz ~.-*. * ~
~****:
* ** 1 t- * * * ,
i .**
~ ~
------,....£~
.*.. ~*******
~ \ ..........*.
BACKFILL ROCK lS:t = 140 pcf lS"t = 140 pcf LOAO/LIN.FT. SOIL* SURCHARGE* WATER COMPACTION OF WALL lS:w = 62.4 pcf lS"w = 62.4 pcf STATIC CH1I ~C H1I lf 1 ) ~ KoeaH. ~H:le, ~ CTcHc 2 K0 = 0.41 K0 = 0.33
~KAE : 0.04 (SSE)
DYNAMIC (~~*H!lfw)~llJ(" 6K**H1 0. 7[l 12 O(h~*Hz] - CTc = 400 psf COMBINED ~(H~~t-H~le,XKo+6AL) fii.Xo+ IlK..>H' ~~HI U+0.820(h) ~ <TcHc1 He, =2 FT O(h = 0.12 0 (SSE) Hcz =4 FT 6 K.e
- 0.03 {OBE)
- APPLICABLE FOR Hz SH 11 1F H :>* H , H2 SHOULD BE TAKEN TO BE EQUAL 2 1 l\KAE = 0.10 (SSE) o<h
- 0.069 (oBE) TO H1 SINCE STANDING WATER DOES NOT AFFECT THE MAGNITUDE OF o<h = 0.12 o(sse)
EFFECTIVE STRESS. FOR UNIFORM SURCHARGE ONLY. COMANCHE PEAK S E S FINAL SAFETY ANALYSIS REPORT 6K.e a 0.05 {OBE) UNITS 1 AND 2 O(h & 0.06 9 (08E) STATIC AND DYNAMIC LATERAL EARTH PRESSURES October 14, 1988
CIRC. WATER INTAKE STRUCTURE 0
~---
0 0 0 l 0> lU
--EVAPORATION POND NO. .... 0 TO BE CLOSED AND ABANDONED IN PLACE NIOQOQ
~-
2D
.17 TURBINE 1
BUILDING L ~ _j A I *'5 A'
~I *"
a 2: 0 0 Q I~ 2: I 0 1-I q a: ,,_ 00 345 KV SW!TCHYARD 0 Q
~
lU D 0 []
* *s D A D MIN BLDG
- - _ _ _ _ _ _j *~
~ \ ..------------.
AMENDMENT 87 DECEMBER 18, 1992 COMANCHE PEAK S. E.S. NOTE: PERMANENT PIEZOMETERS NUMBERED FROM 9 TO 25 /!\STALLED DEC. 1987 J FINAL SAFETY ANALYSIS REPORT
~I UNITS 1 and 2
_Ia --------~----*-*--~------ LOCATION OF PIEZOMETERS
~------~~~~=------
FIGURE 2
- 5
- 4- 5 5
( b _,.......__________
~ . '
..,...._ _ C.E:MENT/BEN\CN\TE ufbuT
'J' .
- J " .,.....<:-+---l'i 1.0. ~CHEO. 40 PV~ RISER ll ~....,___ 5ENTCN1\E. '5EA.\_
I; ,,
~.
I , ....--- 3" XRE.HOLE.. I PlE.ZOME.TER DE..IA\L Amendment 67 February 5, 1988 COMANCHE PEAK 5. E.S. FtW. SAFETY ANALYS6 REPORT UNITS 1 and 2 PIEZOMETER DETAIL FIG. 2.5.4-56
lHU til I I II - ~ II ,.. II 0 t-~ t-1- f-
-r--
*+- I. I
~-
~+--
f--- t--
*--f---
t-- I I fHffiHII f---r-- r--t-- 1-- rr 1 SPEC.IFIC.ATION SS-& C.RITE~IA I I I f-- f- 1--- 1--* .. 1-- IIHHHIHIIII itttttttlffit t- I' r*- t-- --- ,_ ~ r--f-
'*-t- t--
~ t-- !- t--r-.
~'-r-.1'-
@ t-1-
~-- ! *-- 1--
0 t- f-- Q *-t--
*-*-t--
~
NO &TRAINS c{ bE!\/ELOI"E..
'-r-- I !----
!X
\@
Dl>R..INQ
,I--
__ 1-- f TEST 1/) t-- 1-- --~f-IJ)O.'~ w ~- t-f- !- r:l 1- .... 1-- 1-* -- f--- ,I/) llltttt1t !ttttt IIIHHH-
*--t--
Q.L.
--t--
t-f--- - 1---t-- 1- 1-- t- .
- o. I t--- 1-- 1-- lttttt ftHHHHHH r-- -*- I
-t-- f--
- ,__ COMANCHE PEAK S E.S.
r-t- t-* FNAL SAFETY ANALYSIS REPORT 0 t-- I 6 10 !50 100 UNITS 1 and 2 NUMBER OF C- '1C..LE.S (N} . Cyclic 'J'riaxia 1 Testing Lr i<Jge{'Ort Limestone Amendment 75 November 18, 1988 1' i. )', u r e ~*.5.4-57}}