Text

FSAR Amendment 107, Figures - Chapter 2, Part 4 of 4
	ML16180A440
Person / Time
Site:	Comanche Peak
Issue date:	02/01/2016
From:	; Luminant Generation Co
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML16042A346	List: ML16180A424; ML16180A425; ML16180A426; ML16180A427; ML16180A428; ML16180A429; ML16180A430; ML16180A431; ML16180A432; ML16180A435; ML16180A436; ML16180A437; ML16180A438; ML16180A439; ML16180A440; ML16180A441; ML16180A442; ML16180A443; ML16180A444; TXX-1600, Transmittal of Electronic Licensing Basis Documents Including Certified FSAR Amendment 107;
References
	txx-16006, CP-20160003
	Download: ML16180A440 (131)
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-+--+-+-t-+--+-+-1-+--+--+-+--+--+--+-+-tl~,- I -+-+--+-+--t- +-t-+---+-+-.--i v r, i
1 i i / I I I COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ' __j ! t: i !_J ! I + --;*,-t *1--::-->-'-t I I -+--*~~*e
r *+- * *-*
-+-,--:--~--t-1 1+*- 1--+--1-1-1--+-t- -- T +-+-+-+--+-;:-+-; -~ +* - ~ : ~ i f--l-+-+-t--+---t--ti-1;-,- - t--t -~-f- --+--+-!- *->-+----+--. +-+--+--+-+--+-+->-<-+- 1 +-+-+-rf-+ *+...;. FIELD SHEl\\R TEST SHEARING t-t--+--+--+-+-+--..--+--+ jt-:- ~- -~'+-+:-+~-+-t--+--+-++-+-+-;c~+-+-+ -+--+-+-1-+-~+-i-: STRESS VS NORMAL STRESS ->--. +- -~+-+--1-1-+---- - - >-- ~.;--<>--+~~j--j--+--+--+--+-+---+-+-t l -+--+--1->--+-+--+-t---+-* FIGURE 2.5.6-23
36" 2 4" 18 I 30" ;z.1": 100~ 11 12" 8 10" I 6" 1 21 0,._ I 4 ~.. l :* : . I U.S. STANDARD SIEVE SIZES
1 ~1
~I "'n °l ~1 ~ ~ ~ ~ ~ I 0 ~.... 2 I.. 5/8" 3/8" I I Yi' 1 yl( 1/2. ' I I I r-r 01 0 '° ~ 1/4" 4 ~1~1 10 B I 16 14 : 18 lO 40
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f.
GRAVEL I COBBLt:S r Coarse J Fioo t Cocn;a [ ~.'~O~Hurn __ L... flf!!.. ____ J ~No. Depth Legend LL PLIPI LS I C~mcotioo SUBJECT Spte No. l 0--2 I CP..!Sh c d Si (-::\\' (:: .1.;.na. i,v*s~~ .1-- ~ t- * !; t~ Limcs t.Of!9 ma. ter ials take n f com I rl. ~ r. - i tY p i.. N 0 l,.. 2 I I I _._l z m ~ -Hco~ __lgo j==J~ o.~ ooz OOI 0.005 0.002
0. OQI AWNB'Mt~~y2 JULY 27, 197 8 AMENDMENT 2
~..,
........ ~~,-.. --. COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 H-----*-...... _ L':~.:CI~l~~ I C7\\..L I"t:1'.iliYSIS 1 LJ FIGURE 2.5.6-24 u-i.~=---:i:t:::~_. :c:::c:+...rnrn:;;;:;:. = ......... J_.c __ x:::r::. *- -
Hydraul*c Jack I Hydraul i( ,Jack PLAN VIEW OF SIIEAR BOX _J 6 Ft. X 6 Ft. x 6 Ft. (. **' Dial ~ icrometers lpolle rs J A - A' 4" Pre-Split Strip Box separated from base rock by rollers; Rockfill in full contact with base rock/ /~ Dial Stand / COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FIEID SHEAR TEST FIGURE
2. 5. 6-25
---~-- -*- - **-**---* ***- -*- ------'---~~~ ....... ~-.... _____________....
UNITS 1 and 2 SIOPE STABILI'IY ANALYSIS SQUAW CREEK DAM FIGURE 2.5.6-26
5. 5. I. DRM NODRL POINT CONFIGURATION SCALE:
INCH = 25.33 FEET ~ i=* ~--~ /~~- L EErLY ~~~- .. ** +/-~~~L~1Lt=_-~~-~-=-~~~~~. ,. _ _LL - L --tr-t-- - --,~ ---~ ~-*--- ~----- ~:=~,,L~s~-:~~~l!==~r~- ~LL~~ --- ---~--- ---- ~:__" __ --**- ------- COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE
2. s. 6-28
N I ~ l..r1 a: Q t-z D IJl CL IJl _J a: Q D z ISi ISi ISi m ~ ID ISi r-- Lr1 ~ Lr1 II ISi I-Ul ISi lr1 ISi
r 51 (Tl ISi f\\,J ISi
~~.....-~~.---~---,-~~~~--r~~.-~--.~~-,-~--,.-..~--r-ISI ID ISi LO tt1 ISi ISi I-uj a: 0 u..i 0.... l.J..J uj a: !.fl H (j) N rf,
.:::: U5 u
...:i ~ c z l.J..J ctl °' 0.... <! ~ N z I µi '° l.J..J (j) ~ I >- t:: ...:i N u I- µ.i z l.J..J z ~i LL ~ t UJ ~ a: ~ (j) Ii. (.'.) 0 ~ U: u <! z u::: v w Ln z w L t-
5. S. I. DAM NODAL POINT ACCELERATION VECTORS RT T= S:.51 SEC.
SCALE: I NCH = I. IZI G LINE 'l PROFILE SCALE 1" ' 10 G ~~ -~~~2--~~ ---~=~-~---- -- -~ COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE FIGURE
2.
~~~~~~~~~~~-~~~--.~~~~~~~~~~~~~~~~
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--'--------------~~--~~~--------.....
S.S. I. DAM NODAL POINT DISPLACEMENT RT T= S:.61 SEC. DISPLACEMENT SCALE: I NCH = 0. I FEET SCALE I", 0.02' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEMENT ANALYSIS FIGURE
2. s. 6-31
.30
5. 5. I. DRM RRTID OF TRLJ/DVB STRESS T = S:.61 SEC.
~~ COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEMENT FIGURE 2.s.6-32
~/~- "::::_~_-::_: --. ------- S.S. I. DRM NODAL POINT ACCELERATION VECTORS RT T= C5..7 SEC. SCALE: I NCH = I. IZI G L L INE 9 PROFILE 12 II 10 9~- 4-~- 3 - SCA LE i" 'I O G -~ COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANA LYSIS FIGURE 2. s. 6-33
5. 5. I. DAM NODAL POINT DISPLACEMENT RT T= S:.7 SEC.
DISPLACEMENT SCALE: INCH
0. I FEET SCALE I.. ' 002' COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FIGURE 2.s.6-34
,.,~...- \\0 ~/--=,,-~- ---== S.S. I. DRM RRTID OF TRU/DVB STRESS T = S:.7121 SEC.
----~~~=~
!\\ 7 r-=c I I I :::::;>ii \\ =s:::_-_=~ ~-~~ COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 F'INITE ELEMENT ANALYSIS FIGURE 2.5.6-35
S.S. I. DAM NODAL POINT ACCELERATION VECTORS RT T= S:.76 SEC. SCALE: INCH = .0 G UNE 9 PROFILE 9 12~ II 10 9 8 7 ~f SCALE i". 1.0 G ---#-----------'------'~-----------------------------------------------------* COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT FIGURE 2.s.6-36
5. 5. I. DAM NDDRL POINT DISPLACEMENT RT T= S:.76 DISPLACEMENT SCRLE:
SEC. I NCH = 121. I FEET LINE.. U _B_OFI L E 1 2~- 11 10 SCAL E
I"' 0 0 2° COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-37
-~~--::;:~ ~- *--;,;;~--- -**-- L.- ~-~"~~~-z <--------~
5. 5. I. DAM RATIO OF TAU/DVB STRESS T = S:.76 SEC.
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINI TE ELEMENT ANALYSI S FIGURE
2. s. 6-38
~ ~~=~ S.S. I. DAM NODAL POINT ACCELERATION VECTORS RT T= S:.BS: SEC. SCALE: I NCH = I. 0 G ~ 1~_2_.£ ~.Q.~-~~ 12 I I s -~ **- 3 - SCALE 1" : 1.0 G COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ~ I NITE ELEMENT ANALYSI S FIGURE 2.5.6 - 39
S.S. I. DRM NODAL POINT DISPLACEMENT RT T= S:.BS: SEC. DISPLACEMENT SCALE: INCH IZl. I FEET LINE 9 PROFILE SCALE 0 1",002' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT FIGURE
2. s. 6-40

5. 5. l.
DAM RATIO OF TRU/DVB STRESS T = S-:. BS: SEC. . ~---~_s:f::_L._L_f ___L_J__l__L---L.._,..._____---\\--------t-- ~-------------~ COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE E LEMENT ANALYSIS FIGURE 2. s. 6 - 41
S.S. I. DAM NODAL POINT ACCELERATION VECTORS RT T= S:.91 SEC. SCALE: I NCH = I. 0 G 12 II 10 LINE 9 PROFILE SCALE 0 1",1.0G COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALY S l S FIGURE 2. 5.6-4 2
5. 5. I. DRM NODAL POINT DISPLACEMENT RT T= S:.91 DISPLACEMENT SCALE:
SEC. I NCH = 0. I FEET LINE 9 PROFILE SCALE 1" '0.02' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEMENT ANALYSIS FIGURE
2. s. 6-43

5. S. I. DAM RATIO OF TAU/DVB STRESS T = S.91 SEC.
COMANCHE PE AK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE
2. s. 6-44
S.S. I. DRM FINRL NDDRL POINT DISPLACEMENT RT T= 30.00 SEC. DISPLRCEMENT SCRLE: INCH = 10.00 FEET COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINI'I'E ELEMENT ANALYSIS FIGURE
2. 5. 6-45
_,,,,,'// / ~: A;, Elv. 796' Elv. 775' S.S.I. DAM of T a;n Stress Ratio at T=S. 85 seconds (Tirre of maximum acceleration) where: {;" d=shear stress induced by ground motion -C-f=shear stress required to cause Sx10-2 strain in 10 cycles AMENDMENT 2 JU LY 27, 197 8 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2.s.6-46
Cit
> c u 0....
0 a: 5 0 a: en en II: (II er: c
en u
>-u 8.0 6.0 N....
ti.:
z Ci ~ 4.0 Ill N I 0 x in 2.0 S.S.!. Dam Rockfill~ curve based on D50 size of 4 in. or 100 mm and derived from published data from Wong (1970), Lee and Fitton (1969), Lee and Seed (1967).
c.
oc:.°' ~.- o--~~~~..._~~~~""'-~~~~-'-~~~~--'-~~~~....J 0 2.0 4.0 6.0 8.0 10.0 NORMAL EFFECTIVE STRESS, 1</FT2 Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 CYCLIC SBE.Alt STRENGTH CRITERIA FOR ROCK FILL FIGURE
2. 5. 6-47
Cl! ct 4.0 u 30 0 I-0 N l-a:: ~ 3
ic 0
a: z
(
Ill a:: 2.0 Ill 1-w Ill a:: I-N Ill 2 a:: ct
r
~ 1.0 ..J u > u S.S.I. Dam Filter Material: curves based on published data from Lee and Seed (1967) for a Relative Density of 80%. / v / / / r-.*/ / oc.'
""'/
/ / ~ !/ / ~(i / u+:*"> / / // / / /7 / 'i ~ ~ V'/ '/ ~ / / 0 I/ 0 2.0 4.0 6.0 eo 10.0 NORMAL EFFECTIVE STRESS, K/FT2 SEE FIG. 2.5A-17 FOR. FU~AL CYCLIC SHEAll STRENGTH CIUTEJUA OF FILTER. MATERIALS. Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ASSUMED CYCLIC SHEAR. STRENGTH CRITERIA USED FOR FILTER I &TS F!Qff 2. 5. 6-48
\\T H \\ I I I J_ _________...___ _ l.--- L __j z L w~-H L = H. z ( L ( l Za ) dA ""H ) zdz = 2 H Mean Acceleration; a ~ H L 1~-- - *-~ Peo k acc e l e rat-i on 4J; H-z . \\.jJ H ,,(1-~)4' o a cc~ I e ra + 1o11 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DERIVATICN OF er FIGURE 2. 5.6-49
r---- --- 1 H l T= K*W+ Pc. W ~ ~ j,,. H 2 cot,8 Pc "~J'c H 2 ~---- T N .'. T : 1
K J'r H 2 c ot.fi -r ~ /c

H 2
5hear Resistance) S" W*tanc;zs:. ~Yr H 2cot,Lf' tan¢ Fae tor of' So fety: F = ~ S H cotfiuln¢ = -~-------- T i K ~ H zco-t,6'~ t J{ H 2. F =. J1
cot$ t Q n <I' l-< J1 *cot ff tan¢ + /c..
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DERIVATIO'J OF WEr:x;E F FIGURE 2. 5.6-50
~~~~~~~--~--~~~~---------------
I- . cc ~~ UJ UJ ~ CJ) a: Cf) N H ~- 6 <( ~ "'O UJ ~ ~ H § .-l a.. z - lJ) I UJ <( Cf) '° ~ >- I-j lJ) u I- - ~ z UJ 2 N <( u.. ::'.) UJ ~~ a::
J 0
_J H~ Q u~ ~§ LL u: U) U)
Acceleration Impulse Analysis The velocity needed to be imparted to a particle of rock fill to move it over another neighboring particle is nr = I Rg Srn 20<. The rock particle size is 2 feet, thus for an inclination /]/" ~ I 4g x.. 11 fps Assuming a maximum acceleration impulse time bt=O.l sec., the average acceleration r equired to move one rock particle over another is a~.:.;, ~'.1 = 110 ft/sec 2 -:::: 49 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 RCX1Z ACCELERATION.ANZ\\LYSIS FIGURE 2. 5.6-52
'Tl'~ ~ Et-'tf>i\\N"-t"\\ENT LEGEND 0 SETTLEMENT PLATE <r:;] PIEZOMETER 0 SURFACE MONUMENT /~/~-:-
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2. s. 6-54
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 INSTRUMENTATION SQUAW CREEK DAM FIGURE 2.5.6-55
t UPSTREAM APPROXIMATE TOE OF EMBANKMENT ";f.f.;..'- i.* '.' i i l I ABANDONED ~: A ~ ~ ~ A _4_ I~ ~ ---*1 -- - ~-~":1~~---------...---~-~~~-:'i----~-~=--*==l+/-=~"===...,,,,===r:===cr.!===~===--,i=,.-- --A~--~j-.&--.J'A--~-*t l~~--&*---'a'~~.. ~-~~*""

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! 00 if' j -.,. _____.._ __ -J..__ 15 +<JO 70+00 65 +oo 60+00 55+00 50-100 45+o0 I fsOOOOln.dgn 40+00 LEGEND Q SETTLEMENT PLATE 0 SURFACE ALIGMENT MONUMENT Q WELLPOINT PIEZOMETER PNEUMATIC TRANSDUCER PIEZ. ~-1-00 Amendment No. 103 COMANCHE PEAK N.P.P. FINAL SAFETY ANALYSIS REPORT UNITS 1and2 INSTRUMENTATION SQUAW CREEK DAM PLAN VIEW FIGURE 2.5.6-56
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORINGS SSl-1 FIGURE 2. 5A-I
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORINGS SSl-2 FIGURE 2. 5A-2
0 <DI N <D Q 36" 24" 18" 12" 9" I 30" : 21": 15" : 10° I 6° 4" I 3,, U.S. STANDARD SIEVE SIZES ~I ;*I ~I ~1~1 ~I ~ 1. ~1 ~ *1 in N Cl>! <0 ~ 2" i" 5/8" 3/8" 1/4" I I Yi' I 31,4'1 1/2"; 4 I 19 e I 16 14 : 18 3 0 40
35; 60 50 ' 70
<t I ;!. ~ 0 6 0 6 100 200 1 140 I 100~ I I ! *1 1 1 -- T 0 !O 20 t-x I .~~-+-+--tt-*-i-,-i--11~~~~~~~+---~~H-+4--+-~+-~..... I 'j 90 BOH+ t-I I I I I
I:
I J (!) 30 w I (!) w7o ~ ~6ollLI l.!. i ii[i !i ~ ! ~ l Jrm 1 r!~.j.\\....+...~~~ a: UJ z!'iO ~ 40 >-m a: 50 I.LI Cl) a: <( ' I I . I'.. l'N. !.,"I...."\\.:
1. I.:.' I~ 1:,
j IJ.. .... 40 a5 ~30 I.LI IHl~,!i~ ~, ~' ~llilll l 1 l 1 1,; 1 l 1 llt.fitl~ll '.'.riltfHlh~' 111llll J t t illl!~ 60 8 t-70 ~
a.
20 1olttti+/- a,WH+/- I COBBLES Hole No. Sple No. SS\\- I SS\\- SSl Depth l "". -'-.* ")
~.
. o /I ! I I 11111 H I
1 LW I
1: B 100 50 IO GRAVEL Coarse i Fine Legend ILL PL Pl LS ~o 1..o 20 'lo t~L 11'_:"* 0 3'1 1q 20 3'1 iu I '1 SAND Coarse Medium Fine Classification SUBJECT CL IM_~;-.\\ v I (l \\ ' c Oi 0 CL J,..,.I P.>2 f \\/,* Ol.*. Lc:!> \\ l_ CL IMi:>< i \\) ll\\\\'. Cc.~,, C.L l 1'-*l t i " ,* *.' i : -,. i u a:: w I !111111~ I 60 a. 90 100 0 ()()I SILT or CLAY COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS\\ DAM REPRESENTATIVE GRADATION OF IMPERVIOUS CORE FIGURE 2 5A - 3 JUNE 15, 1978
m . La. r1. I
I Lt1 v
U1 tll ~ LtJ a.. 2: m Lt1 a: Ul LD m N N n I II z U1
c LtJ Ul LD t-z LtJ Cl
. :i: v Cl z LtJ a: a: LD 0
I z
Ul a: - - Cl z Cl tll
I 2;
et
r
11 u*11

11 u*t1

~*
as*11
s K
' z IS* 1. a: ct: t-Lil
s as*h

E 11.s* 1 I:!
~ et ~ J51'553H15 JUNE 15, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM TYPICAL STRESS-STRAIN CURVE UNCONFINED COMPRESSION TEST FIGURE 2.5A 4
11£Ylll'Tllll.,........ I 11£Ylll'Tllll.,......... C 11 11 Iii a MRSDN-JDHNSTDN l RSSDC I ATES, I NC. 11 11 Iii a If MRSDN-JDHNSTaN l ASSOC I ATES, I NC. ii. ii. ii. ii. ii. ii. 6E:DTEOINICRL <llNSULTRNTS ii. ii. ii. ii. ii. ii. 6E:DTEOINICRL <:DNSULTRltTS t I 4::::::::::t=: I I I I l>ffllff51 TEXRS l>ALLRS1 TEXAS CPSE."S-55 I l>flH CPSES-55 I l>fltt \\ HDHR STRESS l>IR6RRH I" HDHR STRESS l>lfl6RflH BDRIN6 HD. :ssl-1 l>EPTH: 13.S-IS.ll 15CIRIN6 ND. :ssl-1 l>EPTH:21.f.li!l-2!>.!> i u I> W* I B6. 3 PCF" i - u I> W* I ee. e PCF' i' c ~~~R~Rf~~~~E:; ~li12. s " i' !: ~£~J~R~+:s~~~r~ ~B6. I ' c f ~ ~ Eal 611
I I
~ ii. ~ I v v ~ C = 3670 psf ~ i C = 4320 psf ~ ~ = 3. 5o ~ ~ :::< 50 ~ 'fill Tan~ = 0.061 ~ 'Ill Tan~ = 0.0875 m ~ m m 0 0 z z ~ ~ c c Q.211 D.21 I m m m m w w ~ ~ ~ ~ m 1 m
211 14 Eill Ell Ill 1211 l'tlill Uill I
211 'fill 68 Ell Ulll 128 I'll Uill STRESS - PDUN~S/SSURRE INCH STRE:SS - PDUN~S/SQUARE INCH ~ D£YlllTDll ~ Pl~ 111 II( MRSON-JDHNSTDN l ASSOC i RTES1 I NC. K'fln: "-:',., *
a MRSDN-JDHNSTDN l ASSOC I RTES1 I NC.
ii. ii. ii. GE:DTE'.CHNICRL <llNSULTRNTS ii. srtlTE'.CHNl<llL CDNSULTRNTS l>RLLRS1 TEXAS l>ALLRSJ TEXAS CPSES-55 I l>RM CPSE:S-55 I l>RH
o.
HDHR STRESS l>IR6RRH £: HCHR STRESS l>IRGRRH ~ ~ SCR IN6 ND. :ss1-2 l>EPTH: 13.S'-IS.e l!5DRIN6 ND. :551-2 l>EPTH:22.s-21.t.e i u I> H= nn. 9 per i ;,, u I> H= 11 s. s P<T H.<:. SEFllRE TEST* 22.S J H.<:. BEFllRE TEST* IS.2 S F: l l>E6RE:E DF SAT. SEFllRE* 99. 1 J
C l>ESREE CF SRT. SEF"CRE'.
9B.9 S J
1
~ QI J QI c = 2590 psf G 0 I ~ = 5. 5° = C = 1720 psf z +/- Tan~ = 0.096 ~ ~ = 60 ~ f; qg Tan ~ = O. 105 ~ 'Iii m m ~ ~ +/- June 15, 1978 ~ ~ ~ 21 ~ "[ ~ COMANCHE PEAK S.E.S. HI a FINAL SAFETY ANALYSIS REPOR ~ - ~ 8 ~ " = ~ " " ' " " " " " " UN~:~ :A:d 2 2111 'ta 6D 8" lU 128 Ill! llill 11 2111 I.fl &Iii 8" HUI BORING NOS. SSH 8 SSl-2 STRE:SS - PDUNDS/SGURRE'. IN<:H STRE:SS - PDUNl>S/SlilURRE: IN<:H TRIAXIAL TEST RESULTS FIGURE 2.5A-5
J une 15, 1978 COMANCHE PEAK S.E.S. IFINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORINGS IC3 FIGURE 2.5 A-6
0 l'T'I
(/) G) c ~ OJ Ci m 0(/)
0 N-o(J)
. z (/) UIG)"T'I- )> -l lz::oo """ol>l>
~ 3::
-)> Qr -l l'T'I (/) -l 11 z )> () ro Cf) ~ c )> )> z~Z -I() -I - m _.. z Q.) l> -0
J ~ m Q. Cf) )>
N Cf) A
0 Cf) m*
(3 rn
0 ~
-I c.... c:: z l;Tj t-- Vl t-- v:> 00
c:. v z w
~ a: 6B
J LfB C!I U1 U1

0.
z
J Cl ll.
2B U1 U1 w ~ 111 e Depth M.C. ur:w Design Criteria ft. "[Xf c = 433 psf ~ = 18 15.5-17.0 22.9 102.9 UDW = 108 pcf
20. 0-21. 5 22.7 101.8 32.0-24.5 19.5 106.4 24.5-26.0 20.0 105.4 27.5-29.0 21.8 105.3 33.0-34.5 21.4 105.2 39.0-40.5 17.9 110.3 40.5-42.0 17.2 111.1 42.0-43.0 16.8 109.1 44.5-46.0 20.0 106.5 50.5-52.0 19.7 106.6 57.5-59.0 21.2 106.3 63.4-65.0 18.4 111.8 Avg.
20.0 106.8 2e lf la 6B ee iee l2B STRESS - POUNDS/SQUARE lNCH
lSI I" r'1
r111 lSI lSI lSllSI Ei
..i Eiisi l!l.378 l!l.36S: i'l.36i! l!l.3S:S: l!l.3S:l!I 0.345 (/) LLJ
I:
i'l.3t;i! () ~ ~ 111.338 (/) 0.321! (!) z 0 <t w 11l.318 a:: .....J 11J.31li'l <t Ci l!l.29i'l 0.281!1 0.27il l!l.268 0.25'.il El.2Y8 21.238 lSI Ei l5J Jg l5J., I" "':r1.11 .,j .,.j,.j.,j Cl El TIME IN MINUTES ~ E ~rn N ~ :TLA IQ ~ l5J l5J ISi"' IQ ISi ISi ISll5J lSI ISi 151 ISi l5J El IQ El ISi lSI ~ ~~~ ..i ,.j ..i..i..i ~ ~ ~~ re lll !l!eJ lSI re I'!! !l!~ ~ re ~ ~ CONSDLIDRTIDN TEST CPSES-551 DRH BORING : IC-3 DEPTH: 17.0-18.~ l'!.9Ei TSf l.Eill TSf

~

~2.BBTsr ....._____ ___________. __ S'.'i'lTSfi lil.5'6 TSr 211.Bil TSF c '-= '<1. a* a 0 > .58 June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM BORING IC3 CONSOLIDATION TEST RESULTS FIGURE 2.5A-8
(/) UJ
I:
(.) ~ ~ (/) (.!) z a <( UJ a:: ....J <( a TIME IN MINUTES i5i ~ ~~la Fi gj ,.j !!ii& ISi !!ii 151 m I!!! l!illR 151 ISi 1511Sl 151 151 ISi !IJISI gj l!j l!J i!if 15!
15!15!
~:~~ ~~~: 111 re~'ei 1 re~n i'l.3BB I Irr r I I m--rmt-----.--.--z-.rrrrt--r--1-1TT"TTT 21.37S: l!!.371!1 111.36!> i'l.361! l!!.3S:S: 1!!.3S:B 111.3'iS: i'l.3'iJJ 1'1.3311 1'1.3211 l!!.311!1 1!!.31UI l!!.2911 0.2Bll 1'1.2711 0.2611 0.2S:B 1!!.2'iB CON50L!DRTIDN TEST 551 DAM BORlN5: IC-3 DEP:H: 34.~-35.0 I.BB TSf I. 72 TSf" 3.illl TSf" 5".SbTSr' 11!.68 TSF 2e.92 rsr 0 ~ Q'. 0 0 \\/ERTICA ~ LG1\\!l l~i "f0P.JS PER f.QU.l,RE VOl)T 660{ ..,.~ O;. O:~- ut*5. =i~.. r~~;,_; \\~. -* , _;~-,-- -,.,.;o.... ;.°\\~- r
l?._.'P,,..i-,~.? -
-~.:.i:._._;.~rti
tr.!*trm
_.~_*.-_ 1 Bi _R_*.1'F _n_n+H.m _ :_:J~: J __ -.i_*~t_J __.**_rH-n _ -;-:_--::++ _+ FTI _- *1:H1+ __ h :_~ 1 tt_H'-11Ltt_,i_ ~
*'-~*-T
. Jf-1 1+_*1-h_:r+ l., *.,. :..... Fk::11ttl;'tlll:* t 1 d-1,*-*ttrJt -*it iT* ty, }F,*~1*rh~'t-1*rr -h----.-1~ Je =.6532 ,nni-].tri:ti ..... h.)L Hr*_'--' .
1Jl;::::-
_....... t-ftl'. *;*t---; f_ :1r:r:t.:!:f_-t:LJTfuljJl1l l ifi1M:::i.* r. **1--~r l1+~j - ~- 64 Efo 4-1-1-httitm ~ m- -t ... -\\.-, i-*- *-~. J,..l. '1-+I* '* { '.. r. ' +1 h1~ *-t q' re. ::-.:.- -* -.. J+ ~p..+- 'T... 1-.+r l Hi fil1 t*l. .1 -r11 -~ - ,- J-W T +r i-u-: tifuir I 1t1 1~ -*r=--... -*1{-t-. ;-i r +~ *Wi +r1 ~*; r:* =i~ ~H- -. +:C E' _ - -i J:t.t :i., 14. ;-~f: ~- - -. -1tr -lr1:t11- *t-t*tlf11_.ul ~1H.-- : _1:- -+lL --~d_* + 6 0 tg-+= .-flfl~t
L*1'fc4}t1!11pl~

r.lt-,- !~l~tTl~lt~~lOOlirtu;J,.~r+ilpt
_ -:-4.i ~Jl.+J,*TttHf{fflTthW - t,+r '._'
~ *'.-::' _+ -~U -+f$1!~'/
11 1 ;~1ti~: A:;, ":r ~",,, r:. 1* Ltt'JI.'11
u,.,, r 1,. r r ffl. ffj:i l
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~ : otrn PtR SQUARE FOOT June 15, 1978 COMANCHE PEAK S. E. S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM BORING I C3 CONSOLIDATION TEST RESULTS FIGURE 2.5A-9
Si l'i N M :r "1 ISi ISi ISllSI ISi ISi ISi ISISI N M -:r tJ1 SI ISi TIME IN MINUTES [j! ISi ISi rs. ISllSI ISi tg SI [j! ~ [j!~ El l
il.361!1 il.3S:S: il. 3S:tl 0. 31.fS: i!.31.fl!I (/) LU I ~ 11l. 33S: z i!.331!1 (/) (.!) z 15 1:'1. 325: <{ LU er i!.321!1 _J <{ 0 0.315 0 310 0.300.. 11!.2 0.28 0.27 1!1.26 il.2S: 111.21.f CONSOLIDATION TEST CP5E5-551 DAM BORING : IC-3 DEPTH:~Y-~-~5 0 ll.96 T5r I.till TSr 2.88 TSr S:.44TSF Jll.'ili rsr 21l.BB TSr Q ):: 0.2 VER!IC.ll.L lJ,fd) !N TC'*N3 r:rp SQU..;i"? f FOOl B 9 10 12.8 20 VERTI CAL L<"'AD IN TO N: PER SQUARE FOOT June 1 5, 197 8 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM BORING IC3 CONSOLIDATION TEST RESULTS FIGURE 2. 5A-I 0 3(
m et SI
r ffi~
a: UI
z

zm ClN a
t-w Lil La..SI La.. Cl ~ ~ re 1st ~SI
J P1 Ill

r Ct ftJ II
+ 796! 791I II II II + + + N P1
r II
+ I + lD II +,... II + m SSl II + Dl II ~ II + II it = II
I=
DAM DENSlTY TEST DlSTRlBLJTlDN ELEVATlDN 791 TD 795 II ~ l 796 I 791
IC 15
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June 15, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DENSITY TEST DISTRIBUTION FIGURE 2. 5A-I I Sheet 1 of 15
ISi Ul f:l ISi
r

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~M ~ 111
z

z ISi CJ N 0
~ w Ln L4. ISi L4. CI ~ ~ re w a: 111 D.. ISi
JM ISi
r et m
ti + 791l 786+/- 1 ti + N t ~ + + I l 1 is. ISi. s N St + + + {Tj t.rt + ++ + ~---t-----+---+----- t---~+ -t----t-----t---~ 1 l l!i.l l!i..I ll04 + + UJ t-I I l l l l I'~ ~ ~ ISi ~ m Ii l!;,j is. 151 !Si + + + + + + St (\\J l"1
r m
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55[ DRM DENSITY TEST ul5TR16LJTlDN ELEVATION 785 TD 79l l
II + tn - II tti l 791 +/- 786
z Cl a:
> w -1 w
c f5 IZ U1 a..
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c
~ lit z
z:
Cl
0.
June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS I DAM DENSITY TEST DISTRIBUTION FIGURE
2. SA-I Sheet 2 of f5
m f;t SI
r s: 151 f5 M a::...
Ul ~ re 0 ~ ++ ~------! + + +

-- - - ----~----*- - -- -----

+ ~ w U1 t......ll!iZ + + + + + + +* + .....----------------t-------+---+-----t-----+----+-*- .. ---f--*- ***--f-----+-++- I I I + +. + + + t...... Cl ~ s::S fj N a:: Ul !5~ ~ Bl 786l 781+/- N + +
+
r1
r Ul
- - --~-- ---**-. -**-*+--* m SSl + II + I m DAM DENSlTY TEST ELEVRTlDN 7Bl I rt II + M + + ++ + + I :r: ++ + + DlSTRlBUTIDN TD 785 11 ~ + + 11 ili flLTE:R S FILTER A I HPERV I aus CORE tlLTER R r!LTER S r6 7Bl z Cl r--a: w _J w
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m e; l5l
r s; l5l fl ""
CZ 6- ~
z m Cl N 0
~ + + +.. 1' ~
+
+ + ++ + + t + tlLTER S rlLTER A t-w Ln t.....151 + + + I i I I + I+ I I 1 I t I I I I 1* I' I lHPERVIDUS <DRE t..... Cl ~ ~re ls! 6-Ul a.. m
l ""
SI
r et IB 11
+ 7Bli 776 + + + + t+ + + + + = = = = ti II ti l5l II = l5l + + + + + + + + + + m N
r UJ r--
m m I I I I + + * * + + + * + + + + + + + + ti m = m it +
t

M I I I +
+.. *
+ 551 DRM DEN51TY TEST Dl5TRlf3LITlDN ELEVRTlDN 775 TD 781 F'lLTER R flLTER B = II + it I I rl
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t- + a: > w -1 776 w
c a:
w a:: 6-Ul a..
a fj CZ 6-lll z :z Cl 0
June 15, 1978 tMANCHE PEAK S. E.S SAFETY ANALYSIS REPORT UNITS 1 and 2 SS I DAM ENS ITY TEST DISTRIBUTION FIGURE 2.5A - 11 Sheet 4 of 15
ISi lO ISi lt1 ISi
r
£: ISi Ei l"1 a::.
1-1.Il ~ISi ON 0 ~ t-w l.I1 4...ISI 4... CJ ~ ~ re w Q: 1-1.tl tl.. ISl =11"1 ISi
r ISl lt1 ISl ta ISi ISl
+ mI 77l + + + t ~ t 73. l F"a:T ++ + + + + + ++++ + + + + + + + + +t + + + + + + + ++ + + + + + + + ++ + + + + + + + + + + + + i + +
+
\\.+ + + + + + 67.l nu .v I l I l I ISi ISi ISi ISi ISi ISi ISi ISi ISi ISl ls:l ISi !Si ISl ISl ISl ISl ISi ISl ISi ISl ISl IS1 ISl ISi + -t- -t- + + + -t- + + + + + + ISl N l"1
r N
l"1
r lt1 lC
~ CD Cl + + ++ + + + ++ ++ + + + + ++ + + + + + + + + + t+ +
+
+ + + + + ++ ++ + + +... + + + + + + + + + + + + + + + + + + + + 551 DRM DENSITY TEST DISTRIBLJTlDN ELEVRTlDN 77l TD. 775 ISl ISl + lt1 - ls:l ISl + ta - FILTER S FILTER A IMPERVIOUS CORE FILTER A F'ILTER S r6
z CJ -t-a:
> w _J w 77 1
i:
a: w a: 1-Ul
a.
J

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a: w a::. 1-1.Il
z Cl

0.
June 15, 1978 I COMANCHE PEAK S.E s FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DENSITY TEST DISTRIBUTION FIGURE
2. 5A-l 1 Sheet 5 af 15
ISi. Ul ISi I.rt lSl
r

c ISi cc l"'I w
l::t: t-IIl ~ lSl CJ N
0.
== 1-w Ln LL..ISl LL.. a ~ iE re w l::t: 111 tl..S
i l"'I ISi

r ISl trl lSl Ul
,j. ISl ISl + 771 756 ISl ISl + N + t Bl.l Fn:T + + + + + + +. l I l I ISl ISl ISl ISl ISl ISl ISl + + + + l"'I
r tl'1 Ul
+ + + + + + + + + + + + + ~ + + + + .. + + + ++ + + + + + + + ++ 72.l nn {- I I I I I I J I ISl ISi ISl ISl ISl i ISl i ISl ISl ISl ISl ISl + + + + + + + + ISl l1J l"'1
r r-CD en
+ + + + + +.. + + + + + + + H + + + + + + + + + + + + + + + + + + + SS! DRM DENSITY TEST DISTRIBUTION ELEVRT!DN 755 TD 77 i + I.ti - i ili fll TER 15 flLTER A IHPERVIDUS CORE F'ILTER A fll TER B rl
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0.
June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS I DAM DENSITY TEST DISTRIBUTION FIGURE
2. 5A-11 Sheet 6 of 15
~ ~ ISi
r
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1-Ul ~ISi CJ N 0 ~ r-w lI1 l.4...ISI
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r ISZ lt1 IS1 UJ
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c cc t..I ct:
Ul
a.
I IHPERV IOUS (ORE f"ILTER A F'ILTER B
c f5 a:
Lil z
z:
Cl Q I I ~ ~ + ih lt1 - r6 z CJ June 15, 1978 -r-a: I COMANCHE PEAK S. E.S. w FINAL SAFETY ANALYSIS REPORT w 761 UNITS 1 and 2 $SI DAM DENSITY TEST DISTRIBUTION FIGURE 2. 5A-I I Sheet7ofl5
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ISl ISl + 7!iL r 7S:!i +/- I ISi. ISl + N 1' 117.1 mr + + + + + + + + +~ + * + + + + + ++ + ++ + + I ISl ISi + l""1 H + + + *
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+
TEST 7~5 DISTR TD 751 I ISl ISl +
r -
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z:
CJ l-a: w _J w
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2. 5A-I I DAM DISTRIBUTION Sheet 8 of 15
m ~ m
r

c IS1 15,.,
~ I-- Lil ~ re 0 ~ 1-w Ln t...,_151 LL. CJ ~ ~ re t.J IJ:: I-Li\\ D-S
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l..t1 m I 151. 151. + 7~bi 75: l I I I 151. 151 151. ISl 151 m + + + N
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+
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r l..t1 Ul r-111 m
+ H +.. +
H
+
+
+ + + H + +H .. *.. + + + + H t+ f ++ ++ + +
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z
~ a: > w _J w
c a:
w IJ:: I-- Lil
a.
J

c 15 IJ::
I-- Lil z
I:
Cl 0 I.. June 15, 1978 I COMANCHE PEAK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DENSITY TEST DISTR IBUTION FIGURE 2. SA-11 Shee t 9 of 15
ISi Ill ~ ISi
r

c ISi f5 Pl D:.
1-Ln ~ISi CN 0 ~ 1-w Ln u_ISI LL. CJ ~ ri re w Q: tn
a. ISi
J l"'1 ISi

r ISi Lt1 151 Ill I +
mi 7116 m I m m m + + + Pl
r
+ + + t t 71.1 116.1 m:r nn t E.I nn t BB.I m:r ++ + + +....,. .. + t 116.1 n.n t !Ii.I nn + + t... + ++t* + .... + t + + t + + +** ~ + +t .f+ + ...... + + + + + ++ + + + 87.1 IS.I E.l IS.I IS.I nn nn nn nn nn ..f ..f ~ ~ ..f I m ISl m II m I m I ISl ISi ISl ISl m + + + + + + + it ISl Lt1 Ill r-IJJ IJ\\ +.. + + + + + +t + + + ++ + + + + + + +ti+ + +\\.. +t + + + + + .... +...... t + + + ++ + + l + ~.. + + + + + + + ' + + + + II I + j: rl - SS! DRM DENSITY TEST Dl5TRlBLJTIDN ELEVATION 7Y5 TD 75: I I + Lt1 - I + Ul - FILTER 13 rlL TER A IHPERVIDUS CORE rtl TER A rtLTER S rl
z CJ -
0: w 7% w s: a: t.J a: 1-Ln
a.
i

c f5 Q:
1-Ln 2 :z CJ 0 June 15, 1978 I COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ~ SSI DAM NSITY TEST DISTRIBUTI ON FIGURE 2. 5A-I I Sheet JO of 15
SI UJ ~ Js:I
r

c ISi a: ri w
a: LI\\ ~ISi Cl N 0 ~ 1-w lI1 t......!SI t...... CJ ~ 151 ~N w Q:: I- ~ ~ Js:I
r
~ rs ISi ISi + 7'l6t 7'll +/- m I I ~ 151 + + + + N M
r Ltt
+ + ++ + t 6!>.I nrr T + t t T US.I FU'T ~ 151 ISi 151 ISi ISi l5l + + + UJ m + t 112.1 nrr '\\ + + + + + + + + t 151 I 151 l5l IQ + + + 15:1 en + + + + +u + +* \\ t 551 + +
* +
+ + + DRM DEN5lTY ELEVATION TEST 7Yl I I 151 I l5l + + + N M
r Dl5TR1BUTIDN TD 7115 I +
lt1 - I + m - flLTER S rlLTER A IHPERVIOUS CORE fll TER R fll TER S t 7'16 +/- 7'll z CJ a: w -1 w
c a:
Q: 1-1.Il a..
J
c el Q::
1-Ul z :x Cl 0 June 15, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DENSITY TE ST DISTRIBUTION FIGURE 2. 5A-11 Sheet 11 of 15
l5l LO el l5l
r

J: l5l f5 M IZ t-IJl
~ re 0 ~ 1-w U1 u_ISI L... Cl ~ ~ re w IZ t-IJl ~~ ISl
r
~ ffi
151 151
+ 741t 735+/- I I I ISl II ISl ISl ISl 1151. ISl + + + + N l"1
r t
~ ++ +* ++ + + + + + t !Ill.I nn I +.. + + + + ++ + + + + + + + Bl.I US.I nn ftET I I I I I I II Si ti l5l ti ISl 1151. 1151. 1151. + + + + + + l5l UI r-- Ill D1 ~ + + t + + + + + +t + + + + + + +t ++ + + ++ + I I I I 151 I 151 + + + N l"1
r 551 DRM DEN5lTY TEST Dl5TRl6UTlON ELEVATION 735 TO 7Yl I +..., -
flLTER B rtLTER A IHPERVlDUS <:DRE I ili FILTER A FILTER S t 741 +/- 735
z Cl l-a:
> w _J w ~ 0: t-Ul
a.
l
~ a: w D: tii
z

z:
Cl Q June 15, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI . DAM DENSITY TEST DISTRIBUTION FIGURE 2. 5A - Sheet 12 of 15
m ~ 151
r

& 151 f5 l"1 a:
1.11 ~ re 0 ~ t--w I.fl u_151 LL CJ ~ ~ re Lo.I a:: t-1.11
a. l5l
i l"1 ISi

r
~ m I + 735! 731+/- l5l l5l + N I + M l = = + +
r Lt!
t '1tt' T + + + II + 'LD + + + + ~. + + ++ + + + + + II + I""- I = II + + 1%1 D'1 + + ii ~ + + ii + + I + N l5l l5l + M II + :r 551 DAM DENSITY TEST DISTRIBUTION ELEVATION 731 TD 736 ii ~ ti + I.CJ FILTER B FILTER A IHPERVIDUS <:DRE flLTER R rJLTER B l 735 +/- 731 ! s: f5 a:: 1.11
a.
J ffi a::
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151 LC ~ l!Q
r 2:: ISi
!5 M a: Lil ~ re 0 ~ t-w LJ1 l..i..151 Li.. D ~ ~ re lii Lil a..151
JM 151

r
~ Ill 151 ISi + 731l 72Ei+/- 151 151 !ti 151 151 ISi 151 + + + + N l"1
r IJ1
+ + 1' + + + + +.. + + + "+ + ~
+
+ + + +
,.+
1' + + - --- -+ + 129.l F'EET -Jr 151 151 151 151 + + LC \\ + .... + + + + * + .... + + + + I 151 151 + ID + + + ++ +... * * + + I 151 151 + m l 151 ISi + l5l - SSI DAM DENSITY ELEVATION I I l I 151 i ISi i 15.l 151 + + + + N rt
r TEST DISTRIBUTION 725 TD 731 I
151 15.l + IJ1 - I i + UI - rlLTER 5 fll TER A IHPERYIDUS (DRE FILTER A rll TER 5 l 731 +/- 726 z: D ~ 0: > w ...J w
c a:
w IX L1l
a.
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c 15 a:
L1l z
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m ~ ISi
r
c lSl CC M w
a: 1-L/1 ~ISi Cl N 0 1-w ~ + + + + rll TER B FILTER R Ln 151t IMPrRV ICUS ~ ~ a ~ ~ re LJ ll:: 1-Ln a.. lg
l ri m

r
~ ~ = + 72Eit 723i = + N I I = = + + + ri
r Lt1 t
+ + + +
4 I
= + LD +* = +.; * + + +* + I = + a:J + t.. I m m + en
+
I = If + + 151 II it = + M Ii + :r 551 DAM DENSlTY TEST DlSTRlBUTlON ELEVRTlON 723 TO 725 I + Lt1 I
=
th FILTER R tlLTER B + 72Ei +/- 723
z Cl l-a:
w _J w
c a:
w a:: I-I.fl CL.
J

c a:
w a: 1-111 z x 0 0 June 15, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DENS IT Y TEST DISTRIBUTION FIGURE 2.5A-11 Sheet 15 off 5
681 Bel N
i:
!if
3 l.Bt Ii:
Ji,-- m~~ !ml ~~* §! t; .set hHl ~ III E5 EHi ffi i! i!BI ~
z:
9 t::::; 101 ~ 8 mil t... Cl ~ 66 ~ 86 L6 96 56 c::H!J Lt1 Lt1 LC r-r- ~ ~ Cl'! en c~ a:: e: r-Lt1 !:? cn r-l.J'I rT'1 ci;i Lil e:; ~ S:! LC l'1if ~ ~ U:I 151 8§ June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM HISTOGRAM OF PERCENT COMPACTION IMPERVIOUS CORE FIGURE 2.5A-12
c h E II
z:
~ sa c::i r"'1 E _E II It'll - z ~ §~~
z
~ ~~I ~z:t:n I I I I I I B I I Lo...
x I
I Cl I
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r-a

i VI N
C1 l..a r"? c~ l:sl en u:i i...i r'"1 N c~ U1 J4'I ~ !'a it re ~ ~ a:i
r-ISi
~~ June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM HISTOGRAM OF MOISTURE VARIATION IMPERVIOUS' CORE FIGURE 2. 5A-13
I 0,1 I I Bl 1 I 911 I I h 11 ri I Cl I II I 'I I
z l.11 Cl I
ID - VI t-011 a: I II IJ1 I t-IKW Bil t-IJ1,...... 0 I w Ui .,_LOO I
z Cl a::
w La.. a: I 901 0 C II 0
z:z w
. a: a: I c:::JWt-h01 Z:Z:U1 I t-a: I ,01 ci I 0:: t-I
z:
001 w I v o:; I w B6
0.
I I 91l I I I h6 I ,6 I I I 06 I I BB I 9B I I I hB I I ,8 I 0B cie:I Lt1 CD
r r-

r r-i::l;i a:: a::
Lt1
r

r N
N ISi i::~ ~ ID-It Ln N CD
r ISi LC N
a:l
r ISi
-It-N N N 8?5 e COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM H ISTOGRAM OF REL ATI VE DENSITY FILTER ABB June 15, 1978 FIGURE 2. SA-14
I Hhl BEJ 9E1 I hEl I I i!El I I BEi I r Btl I I .9ZJ r I hll I I lll I Hll I Bi l r 911 hi! b a.. I lit 011 LI1 I a CC! BBi 0 C'1 i!5 -981 i:: ~ Ll1 ,_b6: h81 §! Jli n.. - wES!~ i!BI KL~ -a:; ~II~ Bel
z: ::z:
. Ei a: §e z; tn B6 96 I h6 l6 I 36 li1 ~ CS! r-IS! r-I"""! c~ ai al LQ
r N
c Iii E1~ r-LQ 1.11
r N
cs June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS I DAM HI STOGRAM OF ROCK FIL L DENSITY FIGURE 2. 5A-15
....J ct a:: w ~ ~< a:: w LL ~ 0 0 0 0 z z <t <t UI Q.
a.
a:: a:: 0 I-I-0 8 CJ) CJ) 0 0 '<t CD ww co Q.
0.
0 0 0 0 I-I-0 0 N <.O 0 (/) ct CL a 0 w ~~ z b la ....J <t <t w I (.) 0 8. w w w (.) -' c6 _J <8 4 CD
> a LL 0
0 0 0 0 ~ O' 0 0 a:: lO - lJJ CD 0
> z
<.O LI') v N 0 0 d 0 J!_o Z/'0:> Oil\\#~ 553~.15 JUNE 15, 19 7 8 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM CYCLIC STRENGTH OF FILTER "A" FIGURE
2. 5A-16
4.0 w ~ <{ u 0 3.0 t- !'J 0 t-w l.J... a::"
J ::.::
0 w£ a:: - <l: r.n 0: 2.0 Ul I-uJ U1 a:: I-N (/) 0 a:: x <1 ll'l w I (/) ~ 1.0 / _J // u // u 1/ /, t 00 / / / / / / / / / c,\\cy. , ':>Gi/ /
't\\' / /
/ ./ / / / // /./ // // // / / 2.0 4.0 6.0 8.0 10.0 NORMAL EFFECTIVE STRESS, K/ FT 2 LEGEND -- - - Curves based on data published from Lee S Seed (1967)for Relative Density of 80% --Curves based on results of cyclic testing for Relative Density of 80%. See Figure 2. 5A-16 AMENDMENT 4 JANUARY 31, 1979 COMANCHE PEAK S. ES FINAL SAFETY ANALYSIS REPORl UNITS i and 2 SSI DAM CYCLIC SHEAR STRESS CRITERI/'. FILTER "A" MATERIAL FIGURE 2 5 A* I 7
SSI DAM Plot of l;d!Tt Stress Rot io ot T=5.35 seconds (Time of maximum occelerotionl where' L d= shear stress induced by ground motion Lt= shear stress requ i red to 5 X 1cr2 strain In 10 cycles Elev. 775 JUNE 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM DYNAMIC STABILITY ANALYSIS c-d rc1 RAT10 FIGURE
2. 5A-18
mLlSAU. <WITS nu. 6 IJ.B S:tll.9 B.7 6.S: '1.3 2.2 15 ~ II II Ii 12 IN. SEIVE ROWILL~",DRHTL!il-37ill! l!ERN=ll'i.B I Iii II Iii mLLIHITS ~1*~: I'! t 17.7 12f 15".2 IS t 12.7 e+1e.1 7.6 S:.I 2.S: I gj IPRS51NEi ll Gi l!l II _JJJ_
i ll ai
§ PCAN='l.7 II ai IPHSSIN6 ffiLLIMITS CELL IREL. COUNTS FREQ. le 12.7 9 II.'I e IS.I B.9 7.6 6.3 !>.I 3.B 2.S: I.] eL Ill lli i:i l/'llN.5CIV£ l!ICmLLSSI J>RHTL!il-J7ill II ~ II II ~ s= II l!ERN = 'IB.G II f;i ffilLIMITS Ill ~ Gi SPll551NEi 'llN. SEIVE ROO:FILLSSIDAllTUSl-3711! Ill i Iii ~ c~~s l 1~~ : 12+is:.2 1e+12.1 e+1e. 1 7.6 S:.I 2.S: II i Ill !li ~ U. S. STANDARD SIEVE SIZES ~rli~~!I~~ ;I ;I ;1 ~l ;I 4
1

1;1 ~ ~I !I
~I ~F:I~ ~f;l ~I~~ ~ ~I ~I K>O.~:~:**rr< ~* ~-1;*1 r,y; :*r:--~*;*~ I:**~
T,::-..
_';o~,~.a;~ 1:.. oT 00 ~ .Y ~10 \\ \\ ~ II =! PEAN= 11.S: ll
== <ILL LIMITS zo,._ ~ '° w
s I ~ I\\

s 40~
,... o .'\\ ~~ "'~ " '\\ 60 ~ \\ ii: ~ 4() I 10 ~ I I I 15 ~)0 I\\ L.1 OOA. l I 2 ~IS;: o!J.j hf I .u**1.x,1 r I ~1 1 111 !GB!..,1\\S!lf ,~or M!'hlL:lkTf;;i!I* Ofll!ll!o.!°'l I o'.o~ 01q, 11 101w! Io.~ o.!'°° I COBBLES I eoor.. GRrvEL Fine I Coor11 I Mtdi:~N0 Fin* SIL't or CLAY I Sieve Spec. Average Standard Size oevi.at.ioo --mw- ~ --unr- --- 12" 75-95 84.l 8.68 4" 25-70 49. 4 10.86 l" 0-26 ll. 5 4.76 l/4 " 0-8
4. 7 Z.55 II
~ Sl'R!i51N6 I IN.5EIV£ l!IOO"IUSSI Dll1TUSl-J7111l Ill ~ II J;i II Iii AMENDMENT 4 JANUARY 31, 1979 m Ri COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM HISTOGRAM OF GRADATION LIMITS ROCKFIU. FIGURE 2.5A-19
fill llREL. CIUIT5 nn. 16 16.2 111 t I'!. I 12+12.1 11+11. 1 e+ e. 1 6 + 6.1 ~ + 'I.I 2 + 2.1 I l!i ~\\1~: IBf 18.2 16 + 16.2 l'lf 14.1 12+ 12.1 10+ 18.1 8.1 6+ 6. 1 2.11 I a; re II ci re ui I II ci ili C£1.l Ll"ITS ICRH=ll.B ~RH=B'l.I = lli J PR$1hli ~ re I PR551N6~ ffill!M!TS t 4 SEIVE f"ILITR A 551 DRl1 TUSl-J7B8 I Iii = r;; t IBB 5£1VE flLTERRSSI D111TI!il ~ I !Ii I Iii -h re re ~ te CELL llREL COUNTS rll!Jl: 18118.2 16 16.2 IYf 14. 1 12+ 12.1 iBf IB. I Bf B.I 6 + 6.1 11+ 4.11 2t 2.B = ci ~s\\ 1 r::: 211+211.2 21+21.2 IBf 18.2 !St IS.2 12+ 12.1 9t 9.1 6 + 6. 1 H a; = !Ji = !Ii
.ii
= = = Gi Iii Hi fil!.LllHTS IPRSSIND ICRH=2.2 I! ffiLLIH!TS IPRSSIN6 HERN=69.I = ~ t IHSEIVE rtLTERR SSIDRHTUSl-J7Bll = II! = ~ p t2ilJSEJVE FILTER R 551 ORl1 TUSl-3790 -~ l r--~ ~ ~ ca~~~s l 1 r:~. t 40 SE:IVE 16+ 16.2 rtLTERRSSIDAMTl.151 14 + I'!. I 12+12.1 ME!IN*'i2.7 Jef 19.J B. I 6 + 6.1 '18 2.8 Iii
r
~ I PRSSINir ci ~ ei CUL LIHITS U. S. STANDARD SIEVE SIZES ll*~;l;rn~I ;\\ ;\\;\\ :\\ ;j ~ ;\\:\\;\\ 5\\ ~I ~I ~!] ~~]!] ~~~ ~I~~ ~ ~I ~I IOO ;:.. -:.:.:r,,. ~ o' ~*,. >* :*.,,.;:*~*"( '( ~ t '~ " \\'.t 0'.'1° OQ: M '~.,. *~ ~:IU 11111111 Hll!MHllllll 1111111111111111111: ~II: 1111111 Hlllll I r::lllllii!IB; 0.[JJIITfl l ijE!jj ! I i:* lllll! I I~~!!!!) !jl Nll!!I! ! 11 1 11111 hoo Cooru ~ Fine It:>. ot t;esta = 99 ~~~ Spec. Averaqe ~ '17?~~--- 78-100 89 l.61 tlO 50-85 67.5 l.59 t40 33~0 46.5 5.10 uoo 8-<7 17.5 5.98 tioo 0-10 s o.n AMENDMENT 4 JANUARY 31, 1979 COMANCHE PEAK S.E S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM HISTOGRAM Of GRADATION LIMITS FILTER A FIGURE
2. 5A-20
C:~s I\\:: 111+16.7 et 13.3 6 t IB.11 y + 6.7 2+ 3.3 Jll ci Jll a; 1£AN=71. I Ill Iii Ill Ill Hi r PR$1Nlf ffilll"ITS Ill ~ ~~sl 1~ 211+'11.ll 21t:JS".ll 1e+ :1u 1St2S.ll 12+2.11.11 9 + l>.11 6t Ill.II Jt S.11 ~ 3/Y IN. Sl:IVE tllTERS SSIPHHTUSl - 371111 11! -r. ~ ~ ~ 1£R11 = 7.ll CElL LIHITS CELL l l REL COUNTS FREQ. B 13.3 1+ 11.7 6t Ill.II " + 8.3 y + 6.7 5.11 3.3 1.7 ~
~
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~ ~ HEAN=3B.ll ~ !Ji SPASSINE CELL ll"ITS ~ ~ t Y SEIVE FILTERS 551 PAii TUSI - 37llll tlBSEIVE FILTERllSSll>AH TUSl -371111 ci 1£AN
211.7
';l
~
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I
~"~ lO ~ !10 ' ' 1*-v-, .0 1ii ~ ~ ~
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c...,,. R-f.....,... J GRAVEL SAND SILT or CLAY I
Coor" I Fine ]Coaraol Mltdlum I ~. of tests = 60 ~::e spec. Average :!i --....- !l!U ~ )" 88-100 100 3/ 4" 60- 78 69 3.32 t4 32-45 38.5 4.)8 AMENDMENT 4 JANUARY 31, 1979 no 15-26 20.5
2. 00 t40 0-10 5
l.93 COMANCHE PEAK S. ES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SS I DAM HISTOGRAM OF GRADATION LIMITS FILTER B FIGURE 2.5A-21
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-1 FIGURE 2. 58-I
JUNE U. 1971 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-2 FIGURE 2.58-2
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-3 FIGURE 2.58-3
JUilE 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM LOG OF BORING SCD-4 FIGURE
2. 58-4
t-a.... lt1
J lt1 v
L1 I IJ1 151 Efl ~ ....J
r L1 151 m
w ...J I"' 151 a.. 151 N
s::
a: II IJ1 u t- <;t t-z 6
I:
w u l!J t-(f) z w CJ
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Cl z w 0:: 0:: l!J Ca
i z
t-t- IJ1 0:: CJ z CJ Efl
J

s::
et. N 111rs1 a*z1 11*1111 ~
z 113*L a:
a:: U1 11*.s 11'1 .:J51'553~15 JUNE 15, 197 8 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM STRESS-STRAIN PLOT FIGURE
2. 58-5
f~~ HASDN-uOHNSTDN l ASSOC I ATES1 I NC. ,r~~ ~ NDRHRL STRESS - PDUNDS/ SGURRE I NCH EN61NEERS-OE[JUJ61STS DRLLRS1TEXRS SlilURM CREH DRH H D HR 5 T RE 5 5 D I R 6 RR H BORIN6 NO. : SCD-1 DEPTH' 18. ll-19.S:FT UDM 0 I ll. I Per MOISTURE CONTENT :
16. I C = 1 580 psf Jl = 50 Tan)l 0. 0875 MASON-uDHNSTDN l ASSOC I ATES1 I NC.
EN61NEIRS-6Dllll61ST5 DRLLR51TEXRS SSURM CREEK DRH H 0 HR 5 T R E 5 5 D I R 6 RR H BDRIN6 ND.: SCD-2 DEPTH : 9. 1!-lil.S: FT U D W
IBB.9 Per HOISTURECONTENT :
27.2 C = 13 00 psf Jl = Tan.0 = KVJWTta 5TIIE!i5J PSI i:
n:=~~~e~~~
=: l MASON-uOHNSTON l ASSOC I ATES, I NC EN61NEERS-6EOL06 1STS DRLLRS1Tl'.XAS SliURW CREEK l>AH H 0 HR 5 TR E 5 5 D I A 6 RR H BDRIN6 ND.: SCD-4 DEPTH' 7S-9.ll FT U D M
11!3.8 Per HO I STURE CONTENT:
21. B C = 51 8 0 psf )l = 20 )l = 0. 034 9 NDRHRL STRESS - PDUNl>S/SGURRE I NCH HASON-uOHNSTON l ASSOC I ATES, I NC. K'VIRTD 5TRES5.o P'll fl~ NCRHRL STRESS - PDUNl>S/SGURRE I NCH EN61NE£R5-6((]LD61STS DALLRS1T()(RS SlilURW CREEK l>RH HD HR S T RES 5 l> I R 6 R AH BOR IN6 ND. : SCD-3 DEPTH' 31.S-33.B FT U D W 0 IB7.ll Per MOISTURE CONTENT: 21!.2 C = 3880 psf )l = 50 Tan Jl = 0. 0 87 5 f1~ DEVlllT1R!OTIE55.P51 f\\! HASON-uOHNSTON l ASSOC I ATES, I NC. EN61NEERS-6EOL06 1ST5 DRLLAS1 T()(RS SlilURW CREEK DRH H 0 H R 5 T RE 5 5 D I R 6 RR H BORIN6 ND. : SCD-3 DEPTH : 21.e-n.sn U D W 0 IB8.5 PCF MOISTURE CONTENT : 19.2 C = 320 0 psf )l = T an )J = MASDN-uDHNSTON l ASSOC I ATES1 I NC. EN61NEER5*6EOL0615TS DALLAS1TEXAS SlilURMCREEK DRH H 0 HR 5 T R E 5 5 D I A 6 R R H BDRIN6 NO.: SCD-2 DEPTH' 1"2.ll-1 3. SFT U D W
194.3 Per HOISTURE CONTENT:
24.il ~ : 2325 ps f Tan,0 = J une 15, 19 78 COMANCHE PEAK S.E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM TRIAXIAL TEST RESULTS FIGURE
2. 5B-6
Lfl ~ c
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a
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Slope of Rockfill adjusted to suit quantity of rock available from Emergency Spillway excavation.
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COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM HISTOGRAM OF PERCENT COMPACTION J une 15, 19 78 IMPERVIOUS CORE a RANDOM FILL FIGURE 2.58-8
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ML16180A440

Text

C l>ESREE CF SRT. SEF"CRE'.

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