ML22280A182
| ML22280A182 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 02/01/2022 |
| From: | Dennis Galvin NRC/NRR/DORL/LPL4 |
| To: | |
| Galvin D, NRR/DORL/LPL4 | |
| Shared Package | |
| ML22277A832 | List: |
| References | |
| EPID L-2022-LRO-0015 | |
| Download: ML22280A182 (262) | |
Text
{{#Wiki_filter:i SAT=l3 5 lbs/cu. ft. (YSuB.=73 lbs/cu. ft. *
~=32.5' C=792 p.s.f.
WEDGE #1 W1:8l,88l lbs. R1=(81,88l)tan(32.5)+792(80)=115,523 lbs. D1=81,881(1.12)tan(32.5)=57,304 WEDGE #2 W2=120,854 lbs. R2=(120,854)tan(32.5)+792(119)=171,240 lbs. 810 F. S. = 115,523+171,240 5.00 57,304 800 I-w 790 w LL i2'
~
780 z Q 20' I-C( 770 > w
..J w
760 BOTTOM OF CUT i------'-.c:.=-=--~.:__------120' - - - - - - - - - - - - - - - - - - - 68' 750 Amendment 4 0 100' January 31, 1~78 INDEX SCALE
~SEVERELYWEATHERED LIMESTONE COMANCHE PEAK S. E.S.
~ AND CLAYSTONE FINAL SAFETY ANALYSIS REPORT
---= CLAYSTONE UNITS 1 and 2
~ LIMESTONE 1/'/4 CLAY SLOPE PROFIIE & STABILITY Refer to Figure 2.5.5-5 for SEC. 1-1 Locction of Cross-Section FIGURE 2.5.5-1
830 I I 820 810
',/ SAT. =13 5 lb s. / cu. f t .
0 XSUB."' 1 :!.hs ./cu. ft. 800 ...
¢ = 32.5" C=792 p.s.f. w t.tJ l&.
WEDGE #1 790 a; z W1=21,600 lbs. 0 780 i= Elv 77':, y R1=(21,600)tan(32.5)+792(32)=39,105 lbs. er D1 = (21,600) ( L 12) tan (58) =38, 715 lbs. > 21.5' I.I.I 18 ..J 770 Ii.I WEDGE #2 W2c=lS8, 173 lbs. 760 R2=158,173 tan (32.5)+792(75)=160,167 lbs. D2=158,173(1.12}tan(17}=54,161 lbs. 750 WEDGE #3 740 W3=llO, 265 lbs. R3=(110,265)tan(32.5)+792(112)=158,950 F .S. = 39,105+160,167+158,950 = 3.86 38, 715+54, 161 Amendment 4 INDEX Januar 31, 1978 0 100'
~SEVERELY WEATHERED LIMESTONE COMANCHE PEAK S. E.S.
~ ANO CLAYS TONE SCALE
- - CLAYSTONE FINAL SAFETY ANALYSIS REPORT LIMESTONE UNITS 1 and 2 SLOPE PIDFIIB & STABILITY Refer to Figure 2.5.5-5 for SEC. 2-2 Location of Cross-Section FIGURE 2 .5 .5-2
SAT.=135 lbs./cu/ft.
~ = 32.5° c=792 p.s.f.
WEDG.: #1
. W1=25,988 lbs.
R1=(25,988}tan(32.5}+792(35}=44,276 lbs. D1=(25,988)tan(39}=21,045 lbs WEIX;E #2 W2=156,870 lbs. R2=(156,870}tan(32.5}+792(90}=171,217 lbs D2=(156,870}tan(l3}=36,316 lbs 830 WEIXiE#3
- 820 W3=103,545 lbs.
R3=(103,545}tan(32.5}+792(118}=159,421 lbs 810 1-1u w l&- F.S.= 44,276+171,217+159,421 = 6.55 800 z 21,045 + 36,216 z 0 790 i= 20.5' i IIJ GftOUNO SURFACE FROM 2' CONTOUR MAP 780~
- 770 I
. , . . . _ _ _ _ _ _ I ._ 11e* _
L 760 87.5' - - - - - - - - - - - - - - 21*-__, Amendment 4 Januar 31, 1978
~
J._ 1
.L SEVERELY WEATHER~: LIMESTOl\f COMANCHE PEAK S.E.S.
1- ANO CLAYSTONE
- _ - _ CLAYSTONF. FINAL SAFETY ANALYSIS REPORT 0 2c* 5C ~ LIMESTONE UNITS 1 and 2 SCALE
/./// CLAY SIDPE PKlFIIB & STABILITY
////
Refer to Figure 2.5.5~5 for soc. 3-3
',v,' SLUMP BLOCK Location of Cross-Section FIGURE 2 .5.5-3
ASSUMPTION: ALL LAYERS OF LIMESTONE & CLAYSTONE 830 ARE SEVERELY WEATHERED, THEREFORE: SAT= 135 pcf c = 792 psf 820 Sub= 73 pcf ~ = 32.5 810 P-33 P-22 800 790 780 I-ELEV. 775' ILi 11,J 770 .... l z z 760 45--/2 2. ,I l 3 2 £ I- Wedge # 1 4' ' l&J 750 w1 = 47,580 lbs.
..J 11,J R1 = (47,580) tan (32.5)+792(45)=71,494 lbs.
740 Dl = (47,580) tan (61.25)Xl.12=97,134 730 Wedge# 2 W2 = 171,093 720 R2 = 171,093 tan (32.5)+792(111)=196,910 F.S. = 196,910 + 71,494 = 2.76 710 97,134 700 690 Amendment 4 January 31, 1978 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SIDPE P:OOFIIE & STABILITY Refer to Figure 2.5.5-5 for SEC. 4-4 Location of Cross-Section SCALE: t" = 20' FIGURE 2. 5. 5-4
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NCHE PEAK S.E.S. FINAL COMSAAFETY ANALYSIS REPORT UNITS 1 and 2
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Information Withheld in Accordance with 10 C FR 2.390 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOCATION OF SCAING S SQUAW CREEJ< DAM FIGURE 2 .5 5-6
UJ I-w LL.I uJ u.. I-uJ BORING P-1 LL
~
BORING P-1 (CONT.}
~ UJ u.. '-' z z '-'~ SURFACE ELEVATION 836. 7 0 0 ~ z.r ~> it 8 COORDINATES 29,447'0 N ~
w ::;: c I I, 7 412 E uJ _J ..J u.. ~~SYMBOLS DESCRIPTIONS u..l SYMBOLS DESCRIPTIONS
~ BR0h1' ORGANIC SA.~DY SlLT TAN SILTY FINE TO COARSE GIU.VH GRAY TO TAN clMESTONE (BARD) (BOL'LDEV.)
GRAY T0 ORANGE-TA.~ CLAYEY, SA.'iDY SILT 830 680 5" FRACTURED ZONE ~ITH 1-IJGH CLAYSTONE CONTENT GRAY TC 'IA~ ARGILLACEOtS LIMESTONE, MODERATELY 1'0 H1GHL'::' WEATHERED; JOU,"TED AND PRJ.C7!JRED (MEDIUM AT 157' 160 HARD 10 SOF:') WEATHERED IO A SOIL CONSISTENCY AT 6 1 -9' 1 TO 11 1 6 11 l 1 5" CLAYS!ONE ZONE AT l)' 6" LIGHT TO DARK GRAY ARGILU.CEOUS LDftSTON2 WITH LENSES 670 820 AND ZONES OF GR.U.:NISH-O'RAY TO BLACK CALCAREOUS CLAYSIONE; GENERALLY MODERATELY WEATHERED TO FRESH 170 (MEDIL1!1 HARD TO sort), MEDIUM BEDDED 1 8" CLAYSTO~E ZONE AT 173' 1 B!GH FR2Ql.'ENCY OF CLAYS'1.'0NE LENSES AI 21 5" TO 25 6" 810 660 GRADING WITH OCCASIONAL OOLITIC ZONES 180 800 3'6" CLAYSTONE ZO!fE WITH OCCASIO~AL LIMESTONE 650 11 LAYERS A: 38t2 40 190 6 CLAYSTONE ZONE A! 194' HlGE FREQUENCY OF MOD£lU.TELY TO HIGHLY WEATHERED 6" ZONE OF VERY FINE PARTIJ\LLY INDURATED SAND 790 1 CLAYSTONE LENSES AT 43 1 J11 TO 49 8" 640- AT 194'6" l' CLAYSTONE ZONE A"': 195i 3 1 CLAYSTONE ZONE AT 49'8" BORING COMPLETE:} ON 6-9-72 ZONE OF lNTERBEDDED LIMESTONE AND CLAYSTONE CASING IKS'IALLED TO 16 1 AT 54' l' CLAY STONE ZONE AT 56' 780 630 60 2 '6" CLAYSTONE ZONE Ai 60 1 GRAPING GE!'lf:iALLY MASSIVE WITH FEWER CLAYS'fONE ZO~!S BELOW 60' 1 '5" CLAYS'IONE ZONE AT 63 1 5" 770 6" CLA'iSTON'E ZONE A'r" 67' 70 760 80 750 90 740 iOO 14 THIN BEDDED ZONE AT 103'611 WITH NUMEROUS CIAYSTONE LENSES 730 HIGH FREQUE~CY OF CLAYSTONE LENSES AT 105 -6 1 11
~o 112'6" 110 720 120 710 8 Cl.AYSTONE ZONE AT 129'4" 130 1 3' CLAYSTONE ZONE A'f 131 GRADING \/ITH HIGH FREQUENCY OF CLAYSTONE LENSES 700 AT 136'6" 690-(CONTINUED AT RIGHT)
KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. D S M UNDISTURBED SAMPLE BLOWS PER FOOT -Bl.iii STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T co. R. ING RUN LOG OF BORING P-1 PERCENT RECOVERY ,00195-RQ D P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-7
l- w w w w LL
~
t;; w BORING P-2 LL
~
BORING P-2 (CONT) LL (!) z z 0 ~ ~~ SURFACE ELEVATION 827 3 0
~ I ~ 8 COORDINATES 29,415. 6 N ~ I ~ S: ::!: 12, 039 6 E >
w w 0 0..
..J _J w DESCRIPTIONS u.; ~ ~ ~ SYMBOLS DESCRIPTIONS w 0 150 07 T~, EARD L!MESTCNE (POSSIBLE BOULDER) 5" CLA':'.STONE AT 152 1 6" BROWN SIL'lY SANDY CLAY TA:'; Ti) [>RANG£ S1LtY SA!OY GRAVELLY CLA.Y 820 670 lvlsct::::J:::'.J WtUTE TO TA."l" CUSTIC LIMESTONE MODERA:'ELY WEATHERE.D TO FRESH, SL:GHTLY ,JOINED, HARD LIGHT 10 DARK GRAY ARGILLACEOUS LIMES.TONE Wl':.'H 810 L::.NSES ANO zo:,;rs OF GREEtf::SH,.,GRAY TO BU1.CK 660 HIGH FR2QVE,CY Of CLAYSTotE LENSES AT !68' TO 169' CAU',AR\:.01..:S C::..A.YSTONE. GENERALLY HODERAT:::l..Y 170 WEATHERED TO FRESE, MEDiti}t HARD 1'0 SOFT AND MASSIVE.
800 650 30 SEVERAL 3"-6., CLAYSTONE ZO~!S AT 32 1 -34; l' ~.".NDY CLAYSIONE ZONE AI 34' 7" 790 640 2' 4** CLAYS'TO~E ZONE WITH SOME VERY FINE SAND AT 40 190 187' 5" 1
,. CLAYSTONE ZONE AT 44 1 l' CLAYS'J'..'PNE. ZONE AT 194 5" 2 1 6" CLAYS70NE ZONE WITH SOr.!E VERY FINE SAND AT 780 630 196 1 6 1' 50 BORl~C COM?LE!ED N 6-i- 12 1
CASING INSTALLED TO lS 5 '5" CLAYS70l.E LAY!:R A".: Sl' 6" WITE 3" LlMESTGNE 11 LAYER .AT 58' 3 770 620 60 760 GRADING WITH CCCASIONA.:.. OOllTlC ZONES 70 750 80 740 90 730 100 720 110 GRA1)IhG WI':'H OCCASIONAL CALCAREOUS MODULES 710 120 4 1 CL.AYSTONE ZON! AT 125'6" 700 130 1HGH F:IBQli.ENCY OF CLAY'S'I'ONE LENSES AT 131 t TO 140' 690 140 680 3" CLAYSTONE ZO~E AT l47'9" 150 (CONTINUED AT RIGHT) KEY 0 DISTURBED GRAB SAMPl-E COMANCHE PEAK S.E.S. D & M UNDISTURBED SAMPLE BLOWS PER FOOT ****8Ci STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT S SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY 1:0 95-RQ.D J 1 CORING RUN LOG OF BORING P-2 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5 - 8
f-w w w w lL
~
BORING P-3 lL
~
'ww BORING P-3 (CONT.)
lL z z Q SURFACE ELEVATION 824. 7 0 f:=
§ COORDINATES 29,279.7 N <1 I I 1,859.4 E w
f-w (l_
-' -' w DcSCRIPTIONS Ld 0 150 820 670-I 160~
810 660- L. 1701,c, 800 650-
!30Ri.:~C COY.PLETED ON 6-12-72 CASI;.G n;srALLED TO 14' 790- 640 3'9" ~LAYSTO'.\E zo:IE AT J6 5
1 O" CLAY STONE ZONC AT 43' 780 ~' J" ZO\£ AT 44 1 6" WITH OCCASIONAL LI?iESTO~E LAYERS so-l I> CLAY STONE ZONE AT 52 '8" 770- GKAJl:lG fO GENERALLY ~1AS$IVE ls'ITH LESS CLAYSTO:-JE
\.fl'fH OCCAS10NAL OOLITIC ZONES 760-750-80 740-90 730-100 720
!10 710-CLAYST()NE ?.Ot,;E AT 119' 7" 120 700 69011'0 6801 150 (CONTINUED AT RIGHT)
KEY
~ u*STURBED GRAB SAMPcE COMANCHE PEAK S. E.S.
DB M UNDISTURBED SAMPLE FINAL SAFETY ANALYSIS REPORT
'c-HtL.BY TUBE UNITS 1 and 2 T COF11NG Rut\
J,_,, RQD LOG OF BORING P-3 l P Sf,MPL ER PRESSED f-'YDRAULICALLY FIGURE 2.5.5 -9
I- I-LI.I LI.I LI.I w f-Li.. I-w BORING P-4 Li..
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w BORING P-4 (CONT.)
~ w Li.. <..? ~ (;)
z <..?:!!: z (,!):!; Q ~ zcr SURFACE ELEVATION 849 3 0
~ ~~
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~ J: ii'.U COORDINATES 29,878,8 N :i::
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ll- ::!:O a ;;i ~ SYMBOLS Lu 07 Pei I 1,937.4 E DESCRIPTIONS BROWN SANDY SILT WITH SOME ROOTS TA.~ CLAYll'Y SILT AND SAND w
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15~ 5::
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- /EC SYMBOLS DESCRIPTIONS TA'.'! TO YELLOW-BROWN SANDY GRAVELLY SILT AND CLAY WITH 690 1
OCCASIONAL l"-2° LIMESTONE LAYERS 160 840 TAN TO YELLOW-BROWN LIMiSTOMI, HOD!lATELl' TO HIGHLY WEATHERED, (MEDIUM HARD TO son:) MEDIUM BEDDED J" FRACTUREO CLAYSTONE AT 163t5" S" CLAYSTONE ZONE A': 166 1 11,i LIGHT TO DARK GRAY ARGILL.ACEOUS LIMESTONE WITH LENSES 830 AND ZONES OF GREENISH-GRAY TO BLACK CALCAREOUS CLAY- 680 170 STONE, MODERATELY WEATl!ERI\I) TO rRESR (MED11J!I HARD TO SOF'f, MEDIUM BEDDED TO !IASSIV!) 1 7' CLAYSTONE-SIL1'Si'OME ZONE AT 25 CARBONACEOUS \IOOD FRAGMENTS AT 27' 820 670 180 810 40 2'6 11 ClA'lSTONE ZONE AT 39'6" 660 190 GRADING WITH OCCASlON,\L CARRONACEOOS LENSES l' l" CLAY STONE ZONE AT 43' GRADING WITH OCCASIONAL OOLITIC ZONES AT 46' 800 50 SORING COMPUTED ON 6-19-72 6" CLAYSTONE ZONE WITH SOlll! VERY FINE SAND AT 52 '6" CAS lNG INSTALLED ro 1 9' 7" CLAYSTONE ZONE AT 55' 790 60 640
! ' 11" CLAYSTONE zom WITI! SOME VERY FINE SAND AT 63'6" 2' 5" CLAYSTONE ZONE AT 66' 780- 70 3' 7" CLAYSTONE ZONE WITII 1"*2" LIMESTONE LENSES AT 69*6" 1
2 1 4u Ct.AYSTONE ZONE A! 74 1 t4n CLAYSTO?ffi ZONE AT 76 1 6" 770 80 CARBONACEOUS LENS AT 82 'S" GRADING TO GENERALLY MASSIVE WITB LESS Cl.AYSTONE 760- 90 750 100 730 110 811 CLAYSTONE zom; AT 111 '6" 730 120 720 130 710 140 1 11 l '6 11 BENTONITIC CLA"!STONE ZONE AT 144 2 45" JO!NTS AT 144 1 4 11 AND 144*a11 l' 11" BENTONITIC CLAYSTONE ZONE AT 146' 6" l" HIGHLY WEATHERED ZONES AT 144 '6" AND 144' 10" (CONTINUED AT RIGHT) KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. D aM UNDISTURBED SAMPLE BLOWS PER FOOT---- 8til STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY 100 95-RQ DJ 1 CORING RUN LOG OF BORING P-4 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5
- 10
I-w w u.. I-w w BORING P-5 BORING P-5 (CONT.)
~ u.. (9 z ~~ SURFACE ELEVATION 823 15 Q ~ zcr !ci w
I I-
~8
- o COOR DI NAT ES 30,531.5 N I 1,587.5, E
..J w
0 0.. u.J a ;; a P SYMBOLS DESCRIPTIONS
~B_LA_C_K_S_AN-DY-C-LAY-E-YS~I-LT_W_IT!!--SO_ME_G_RA
_VEL-,-G-RAS_S_AN_D-ROOTS _ lSl I TAN SAllllY CLAY WITil SO!>IB GRAVEL AND CORBELS TAN LIM!STO!it!, MODERATELY '1'0 llIGHLY tlEATHlRID, :!ICHLY 820 JOINTED A.~O FRACTURED (MEDIUM HARD TO SOFT) Al'PROX. 40~ IS WEA:'HERD TO A CLAYEY CONSISTENCY WITH l"-3" Ll!-1:ESTONE LENSES 10 810 6 1 CLAY~":;:0:t-;E ZONE WITH OCCASIONAL lI!!ESTONE I..E~SES AT 14 1 20 LIGHT TO DARK CRAY A.RClLL.ACEOUS :'..l~ESTONE. WITl! U'.,!-lSES AKO ZONES Of GRAY TO GREENISH-CRAY CALCAR!Ot'S CLAY-TONE, FRESH TO MODERA'I'ElY WEATHERED, MEDIUM !EPDED 800 0 MASSIVE (MED!UM HARD TO $OFT) 5" MODERATELY WEATHERED ClJ,YSTONE ZONE AT H 1 7" 30 GRADING WITH OCCASIONAL OOLITIC ZONES AT 30 1 6' 1 790 40 son DARK GRAY BHTON!TIC CLAYSTONE ZONE AT 40' 780 50 770 60 760 70 750 CARBONACEOUS LENS AT 75'3n 80 740 CARBONACEOUS LENS AT 84' 1 l I t," Cl.AYSTONE ZONE AT 86 6" 90 1' 6 11 CRAY-GREEN CLAYSTONE ZONE AT 89 '8" 730 CARBONACEOUS LENS AT 94' 8" BENTONITIC CLAYSTONF. ZONE AT 95' 100 720 110 710 120 700 130 690 140 680 150 (CONTINUED AT RIGHT) KEY 0 DISTURBED G'lAB SAMPLE COMANCHE PEAK S.E.S. 0 S M UNDISTURBED SAMPLE BLOWS PER FOOT
- 6til STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I
CORING RUN PERCENT RECOVERY 1'.lO 9~*RQ D LOG OF BORING P-5 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5. 5 - II
I-- w w 1-BORING P-6 (CONT) u.. I---
~
w w BORING P-6 w w u.. u..
- z 0 ~ SURFACE El_EVATION 827.5 ~
~
J: COORDINATES 29,540.0 N :r w I--- 0.. 12,870.0 E t::w
--1 w DESCRIPTIONS SYMBOLS DESCRIPTIONS w 0 C, 0 150 TAN SILTY I CLAYEY MtD11JM !O COARSE GRAVEL WI':'H 3n tO 4" ROCK FRAGMENTS lNTERllEDDED WP.l!E LIMESTONE AND OAANGE-TAN SJLTY, FINE-GRAINED SANDSTONE, MODERATELY TO HIGHLY WEATHERED, 820 JOINTED AND FMC11JR.ED (MEDIUM TO SOFT) 1,1::ATHER.ED 670 10 tO A S011 CONSISTENCY AT 6' 'fO 160 t-'---rlh.ru,cs TO LIGHT GRAY ARCILLACEOUS LIMESTONE WITH LENSES AND ZONES OF GAA'i TO GREENISH-GRAY CA1,CAl\ll01JS CLAY-STONE. (GENERALLY MEDIUM HARi) AND 810 680 170 2' CLAYSTONE 20,l, AT 21.5' 800 SORING COMPLETED ON AT 177 1
~o 180 CASING INSTALLED TO l' CLAYSTONE A! 34' 790 40 1
3 1 CLAYSTONE ZONE AT 45.5 780 3.5' CLAYSTONE ZONE AT 50' l, 5 1 CLAYSlONE ZONE AT 56' 770 60 1.5' MODERATELY DECOMPOSED CLAYS!ONE ZONE AT 59.5' l' FRACT~RED ZONE AT 63. 5' 760 70 750 80 740 90 730 100 GRAD!N& OOLITIC A! t-02 1 720 110 710 120 2' CLAYSTO!IE ZONE AT 126' IIITI! SLlCKENSIDES, 3C' DIP 700 130
- 1. 5' CLAYSTONE Z01'ES AT 129' AND 133 1 690 140 680 150 (CONTINUED AT RIGHT)
KEY DISTURBED GRAB SAMPLE COMANCHE PEAK S.ES. D & M UNDISTURBED SAMPLE BLOWS PER FOOT-*-81ii) STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORING RUN LOG OF BORING P-6 PERCENT RECOVERY-IOOl95*RQ.0 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-12
...w w
LJ... ... w BORING P-7
~ w LJ... <.:>
z <.:>~ SURFACE ELEVATION 781. 6 0 ~ zc::
~
w
- i:
f-- (l. a:-ou
- !; Cl COORDINATES 28,706.3 N 11,613.1 E
...J w w Cl ~~SYMBOLS DESCRIPTIONS 0 BROWN CLAYEY SANDY SILT WITH SOME GRAVEL,GRASS 780 AND ROOTS TAN SILTY SANDY CLAY WITH SOME GRAVEL AND COBBLES LIGHT GRAY LIMESTOl/E MODERATELY TO HIGHLY WEATHERED FRACTURED &~D JOINTED. APPROX-10 IMATELY 60% TS WEATHERED TO A CLAY CONSIS-770 TENCY WITH INTERSPERSED 1-2" MEDIUM HARD LIMESTONE LAYERS LIGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WITH LENSES AND ZONES OF GRAY TO GREENISH-GRAY CALCAREOUS CLAYSTONE. MODERATELY WEATHERED TO 20 FRESH, MEDIUM HARD TO SOFT, MEDIUM BEDDED TO 760 MASSIVE 1
GRADING WITH OCCASIONAL OOLITIC ZONES AT 20 750 740 730 60 720 70 710 11 l' 7" CLAYSTONE ZONES AT 74' 10' 1 AND 77 '10 80 10 11 CLAYSTONE ZONE AT 80'7" 700 3' 11" CLAYSTONE ZONE WITH LIMESTONE LENSES AT 82' 90 690 100 680 110 670 120 660 HIGH FRJ:QUENCY OF CLAYSTONE LENSES AT 120-121' 130 650 140 640 l '5 11 CLAYSTONE ZONE WITH SOME VERY FINE SA.:m A! 140 1 8" 150 8" CLA\'SYO'.'lE ZONE IHTH VERY FINE SAND LENSES 630 .\T 149'4" BORING COMPLETED ON 6-14-72 CASING INSTALLED TO 10' KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. D aM UNDISTURBED SAMPLE BLOWS PER FOOT-SCiil STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORING RUN LOG OF BORING P-7 PERCENT RECOVERY-100 95-RQ.D. P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-13
1-- !- w w w w u.. LJ.. !- w w BORING P-8 ~ BORING P-8 (CONT.)
~ LJ..
z SURFACE ELEVATION A4"1 1. is 0
~ COORDINATES 29,540:o N. ~ :r w
_J 10,870.0 w
..J ti:w w DESCRIPTIONS w Q DESCRIPTIONS BROWN SA.)JDY SILT GRADING WJTH ROCK FRAGUENTS TN 150 6" CLAYSTotlF ZO~F AT 150' LOWER 8
1NTE'IUH:DDE:D t..J'H.1T"E LIMESTONE A."tD ORANGE-TAJ1 SILTY Ft~£ GRAUIED SAl!D5TCN!',, MODERA!EI.Y TO HIGHLY WEATHERED, JOJ:NTE.D Afffi PRACTU!!D 690 840 WEATHERED TO A. S0IL CONSIS'ff.:NCY AT 6 1 to 9, 5' and 160 11' to ll.5t
',J':U':T. TO L!GUT G'.'.tAY ARC!LLACEOUS LPffiSTONE WITH LEt1SES
&-m ZOHES OF Gf'..AY TO GRl::EiHSH *GRAY CALCAREOUS CLAY- 680 830 STO'!iE1 GF::l"I'R;\LLY MODERATELY WCA7HERED TO FRESH 170 20 MEDIUM :tA* HARD Atm HASS!VL 820 670 30 2.S' ~10D:'RATELY TO HIGFlLT l,,IEATHERED AND DECOMPOseD CLAYS'l'OHE ZOHE AT 33' 810 660 40 190 9-" CLAYSTONE ZONE A't 45,5 1 800 2' CLAYSICtiE ZONE AT 4 7' 650 50 BORING COMPLETED OH 6-6-72 CASING INSTALLED TO 20 1 4' Cl.AYStONE ZONE AT 56' 790 640 60 l' CLAYSTONE ZONE. AT 61' 780 70 Z. 5 r CLAYSTONE ZONE A':: 70, 5 1
770 80 760 GRADING WI'IB OCCASIONAL OOLITIC ZONES 90 750 100 740 110 730 120 720 130 14" CLAYSTONE ZONE AT 137 1 710 140 6" Cl..AYSTON.E ZONE AT 140' GRADING WITH GREATER FREQUENCY OF CLAYSTONE LENSES CE~ERALLY SOF!ER 3" DECOMPOSED CLAYSTONE ZONE AT 145. 8 1 700 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E. S. D 8, M UNDISTURBED SAMPLE BLOWS PER FOOT ~--Bl.iii STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVER'HOO 95-RQ0. CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING P-8 FIGURE 2.5,5 ~ 14
t-w w 8
- u. (,!)
BORING P-9 u..
~
BORING P-9 (CONT.) z E:'. ~ ~ SURFACE ELEVATION 833.75 0 Ii:
~ 8
- c
- ,
COORDINATES 29,431.'3 N 11,890.4 E
~
w
- I:
Ii:
.J w i:; ~ ~ SYMBOLS DESCRIPTIONS w Q DESCRIPTIONS 0 ~-f O P
- .1t,,: *moN.'J SA,'-WY GRAVELLY Cl.AYtY A,"lD DECAYED ORG.uac DEBRIS sur. GRASS, ROOTS 150 W'HT'fE 1'0 TA: 1 GP-_\\'~.LLY, SILTY C1AY. StlfF 680 f'Oil'IA.tlON AT 4' Tilt- C.ALCAU.OtlS CU..YSTOJlft (0 A SI:i..TY CLAY CO~~SI61'E'NC't Wlffl 't.. J.H 820 670 LIGHT *ro il.ARK GRAY /\RCILLAC.£0US LlMES'l'ONE \./ITH L£~SES A:."iD ZONES CF GRAY TO CREElHSFl~GMY CALCAREOUS CLAY-S70NE, lfr:D!ll:< lL\RD TO SOFT, MED1UM Bf.DDED TO 20 HASSJIII!: 6" GRAY CALCAREOUS CLAYSTONE ZOUE AT 111 '6
1
.:..* CAAY CALCAREOUS CLAYSTONE. ZONE A! 22 iO 660 30 180' 800 650 1 1 1*4** GRAY CALCAREOUS CLAYSTONE zo~E AT 36 10' 40 l' 2" GRAY CALCAREOUS CLAYS!OliE ZONE AT 192 '4" 790 64 7" CRAY CLA't'STONE ZONE AT 196 1 I'," GRAY CAI.CMEOUS CLAYSTOl!E ZO~E. AT 198'9" 50 3" l0 11 ELACK CALCAREOUS CLAYSTONE ZO!lE AT t..9 1
200 2' 7" GRAY CLAYSTONE AND SILTT, VERY FINE GRAINED SANDSTONE ZONE AT 101' 780 630 GRADING TO 8,5' INTERVAL OF rnrn, INTE!\BE!IDED, VERY FINE GRAINED SA!l!lSTONf. AND CLAYSTONE ZONES AT 204 f 2 1 ' 2'3 GRAY CALCAR£0US CLAYSTONE ZONE A't 59*9<< 60 770 620 1 1 10" CLAY;;TOt;"t AND SANDSTONE ZONE A't 217' 70 760 610 BASE OF GLE~ ROSE FORMATION, TOP Of '!'WIN MOU!~TAINS FDR:'tt\.:,:r:.ri LIGHT GREEN CALCAREOUS, SILTY VERY FINE GRAn.'ED SA:IDSTONE 80 GRAD!~G WITH OCCASIONAL OOLirIC ZONf.S 230 GMY CALCAJIEDUS Si!ALE 1/lTll OCCASIONAL FINE-GRAINED SAl<DSTONE 750 600 GRAY. POORLY CEMENTED, FlNE GRAINED SANDSTONE 90 240 GRAY TO GRAY*GR!EN CALCAll.EOlJS SANDY CLAYSTONE ZONE WITH OCCASIONAL FINE GRAINED SANDSTONES 740 59 100 730 580 LlGl!T GRAY, POORLY CEM'E!."rED FWE GRAINED S!\NOS'l'()NE 110 L *.-. * . - - - , LIGHT GRAY*Gl!EE:> SJL'I"/ VERY FINE GRAINED CAl.cAREOUS SA.'WSTO~E 720 570 LIGHT GREEN CA.LCAR£0US VERY FINE GRAINED SANDSTONE 270 710 560 VBRY FINE TO FINE GRAillED SANDSTO'.!E, POOll Y CEMENT* E!)-*l!AS CONSISTENCY OF AN SP SOIL 12 DARK GRAY CAL\,AREOUS ORGAN!C CLAYS-TONE ZOHE AT 129'7" 280 700 550 SORING COMPLETED ON 1-3* 72 CASING Il<STALLED TO 20' 690 (CONTINUED AT RIGHT} KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E. S. 0 S M UNDISTURBED SAMPLE BLOWS PER FOOT -el.I STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY-100 95-R.Q.D I CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING P*9 FIGURE 2.5.5 -15
f-f- liJ w w w f- II. f-LI. w w BORING P-9A ~ w w BORING P-9A
~ I.I. (,:) .... 0 z (.'.)~
SURFACE ELEVATION 833.75
~ SURFACE ELEVATION 333:75
(,:)~
~ za:: Q za:
!:: -o
-o
~
w
~
Q. a: u
- i;o COORDINATES 229,441 N 911,880 E
~
w
- i:
f-Q.
.JU Q.
- iE Cl COORDINATES 229,441N 91 I, 880 E
..J w ...J w ~~ SYMBOLS DESCRIPTIONS w Cl ~~SYMBOLS DESCRIPTIONS w 0 0 -"': BRO'w"N SA.'f:iY CLAY WlTH ROO'!S 1 GR.AVE.L .\ND LlME5WN!
100
-~ FRAGHEllTS 830 7, TA.~ AAG!LI..ACEOt,;S tlMESTOh"E, SEVERELY WEATimRED 680 Gl.EN ROSE FORMATlON AT 2' 4' 1 DARK GRAY CLAYS:'CNE ZJNE AT l58' 5° GRADES FCSSlLIFEROt;S; MU.JU, 1fffH ':AN \.i'?AntEll.!0 SLCCKENSIDED H!GH ANGLE FRACTURE Ct.AYST:J-NE MA:-RLX AND SMALL GRA't'il. 16 G!WlES \ll!li THIN SEAMS or TAN IIEAnttlU!D C!.AYSTONE 820 !",'* VERY B.ADL'i BROK.EN AT 10' 670 7" SCIT GRAY AND ,AN C\.AYSTONE ZONE AT ll'
(;RAY A.'ID TAN C:..A.YSTONE ZONB, w'EATHER!D, ross:t:::F:s:ROCS
-~ :.rear ro DARK GRAY LIMESTONE, rossx:..r:nxous. BLACK StAlStD. liA,R.D \..':TH TI.UN LENSES A.MD t.-ON?S OF DAil 810 iL GRAY CI.AYSWNE 660 SL:CKENSIDEC l,OW ANGLE nACTh'RE 4' DAJU( GRAY CALC/rlU:OCS CI.AYSTONI'. ZCN! AT 23' 6"
~2" UtrERVAL OF THIN Cl.AYS':'ONE ZONES AT '27 1 6" 180 800 650 12" DARI( CRAY ZCl-l"'E W!Tli 11!::!S JW,IDS OF i :..IMESTONE A'r' l '4" DA.RX C:RAY CALCARECt:S CLAYSTON"t ZONE AT 193'2" I 8" DARX GRAY CI.AYSiONE oONE AT 40' 790 13" CUY5':0NE ZONE AT .:.1
- 6" 640
~SECTtON *~ .. 4.0'-48,0' BROU.~ ALONG CLAYstON!
1NTE:RBEDDING) 6" CA;..CA.llEOUS CLAYS!ONE ZONE AT: ~97' 1 CA:.CAR.ECCS C:..A.YSTOh"E ZON'f AT 2:)0 50 J" CUYSTO~'E ZONE WITH LlMES'!'ON! NODUl.!S At 41' 6" 0 DA.RR GRAY Cfu.CAR.ECUS C:..AYSTONE zora: AT 202' 8 '~** DARK CRAY Ct.A.YSTOt'E ZONE AT 49' 2" WITH 11UW LL'!XSTCNE BEDS 780 630 6 :JA...~ GP.At Ct.AYSTO~"E ZONE AT 201' 1'6 DARK GR.At CLJ.YS'l'ONE ZONE AT 60'1 6 770 r CALCAR.EQt,:$ C:.AYS70ht.: ZONE A'!' o** 'lERT!CAL FRACn'RE, 1'4" DJJl1( GRAY Cl.AYSTO!IE 620 4" CAt.-::ARIOCS CUYSTCNE ZONE AT ZCNE AT 64 1 7 GRADES \/!Tl! oounc ZONES 760 8 CLAYSTOSE ZONE A': 76' 610 4" DA.RX G:lAY Cl....\YSTONE Z8NE AT 22-6' t.lCli'T GR.EEN:SH VtRY FIHE GRAlNeD DENSE CALCA.IlEOUS GRAPES WITH !f.,'MEROUS SEAMS OF CALCAR.tOCS 5A..'i::lSTO}IE *..-:::a: CC(:AS:lON.'1 Tii:N SUMS OF CA:..CAR'EOUS 7HIN TO l OOLITIC CLAYS':'ONE CUYS!OSE 1 GRAYISH GREEN, SANDY, CAI..CARF.OCS CLJ.YStONE ZONE AT 600 I -2~8'6" 1 LIGHT GRAY
*=.,.-,,,c=--===~=c=---
- SILTY, VERY Et\t ::;R.A:tN1D. POORLY
, (EMEN':'EV SAND_s:e~---
1,.."F.i Y C~CAREOUS CI.AYSTQNE WITH 'tHIN TO fa,:: GRAINED FOVRLY CEHENTE!i 590 580 570 560 BLACK 1'6" DARK GRAY Cl..AYSiON? ZON'E A'!' 129'7" 8" GREi:.lHSH GMY CALCAREOUS CUYSTONl! ZONE AT 132 '2" 3" Gl\El!lHSli CRAY SA."1:>Y CALCJ.liOUS CI.AYSTONE %Olli 550 AT lll' l" DARII: GUY CUYSTOh'l: ZOh'E AT 138' 4" 4u Cl.AYSTOSE ZONE AT 140' l,i 6" DARK C-!l.EE..-*HSH GR.AT CLJ.YSTONE ZONE AT 194' 7" (CONTINUED AT RIGHT) 540 30 Amendment 67 February 5, 1988 K y DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. 0 SM LNCISTUR8ED SAMP1.E SLOWS PER FOOT-**8t:iill STANDA'lD PENETRAT*CN .,.EST FINAL SAFETY ANALYSIS REPORT
, SHELBY TUBE UNITS 1 and 2 LOG OF BORING P-9A P SAMPLER :>RESSEO r!YORAULICAc.LY FIGURE 2,5. 5 - 16 ( SH. I OF 2 )
~
w I-LI.. UJ LI.I BORING P-9A
~ LI.. <.::> ; :! zcr
- c I-
<.:>~
-o i'-'
SURFACE ELEVATION 833.75 COORDINATES 229,441 N
~ 0.. :Ii: Cl 911,88D E UJ w 0 ~~SYMBOLS DESCRIPTIONS Gll.l.DES RED, SlICK.ENSIDED 11i.RO:UGHOOT !'HE S:£CTION 94 54 _;;;;:;
530 3IO- GRAYISH GREEN TO GRAY, FINE GRAINED, SLIGllTI.Y SILTY, POORLY 10 VERY POO!U.Y CEMENTED SA.'l!JSTONE I/ITH GREEN 00 75 CL\YSTONE ZONES 520* 320 92 42 GRADES SLIG!TLY CA.t.CAREO\JS 510 330 v.:RY FINE GRAINED SANDSTONE WITH THIN CUEN Cl.AYSTONE IOC 50 COARSE SANDSTONE, POORl.Y CENEh"fE:l 500 4" GREE1'.'. CLAYSTONE ZONE A7. J.3!' I" POORLY CEMENTED COARSE GRAINEC SA.~STONE 340-GRADES Fih"E TO V!RY f'lNE GRAINED ltOO 73 - 490-
. GRAYISH GREEN AND RED SLIGHTLY SANDY Cl.AYS,ONE HIGH ANGLE FRACTURE 350
~54 480 RED CLAYSTONE, BROKEll ALONG SLlCKEllSIDED SU!<FACES Tlil\OVG!!OUT 36D- 95 AT 350' l"-361' 5" AllUIIDANT SLICKENSlDEll FUCTI!RES 55 470 2" GRLEN CLAYSTONI ZCNE AT 3b6 1 370- 12" A!IL'liDA!IT SLICICENSIDED FUC'l'UUS AT 372' ilO(J72 460
~ 90
- GREENISH GRAY, VERY flNE Glv.INED SA.llllSTONE, I/Int THIN GREEN, GRAY AND P..£D CUYSTOh'E ZONES 380-450 ~96 GRADES WITH lNCR!'.ASINC CLAYSTONE ZONES
~
390 ,...;.; 440 moo LIGHT GRAY SANDSTONE WITH GREEN CLAYSTONE ZONES 430 Amendment 67 February 5, 1988 K y 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. 0 8 M UNDISTURBED SAMPLE B~OWS PER FOOT-SI.ii STANDARD PENETRATION TES~ FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 LOG OF BORING P-9A PERCENT RECOVERY :OC 95-RQ(J I CORIN0 RUN P SAMPLER PRESSED HYDRAUUCALLY FIGURE 2.5.5 - 16 { SH. 2 OF 2 )
I- I-w w w w I- w I-w
~
w w BORING P-IO ~ w w Cl BORING P-10 ( CONT.)
"-- w z z Cl~
0 ~ SURFACE ELEVATION 843.04 0 ~ zO:: fi> -o
~
- c I-COORDINATES 29,729.6 N ::c ..Ju I- a.
w Ci. I 1,921.8 E w 0.. :::;:o _J w ..J w ;';)~ SYMBOLS DESCRlPTIONS w 0 DESCRIPTIONS w 0 SILTY. $ANDY GRAVEr...L\' CLAY w::ru 15<P-OCCASIO~AL GOBBI.ES. TOP 2" IS VERY SILTY Wl':'li GRASS; 690 840 D:SCAYED ORGA.:i~C :)F:!Hi:.!S CLEN FORMATI0.1 - WHITE LIMESTONE AND INTERBEDD!:D WE.ATRERED C!.i.YSrn:~r.. CLAYSiONE WEATHERS TO A SILTY CLAY CO!,;SISTANCY 10 160 830 680
- 8. 5 1 ~i.AY TO GRAY-CREL:; CALCAREOUS CLAYSTONE AT 16' 20 170 820 670 w'lTH l-2 11 SEAMS OF SAHDY CLAYSTONE 30 AND ASSOCIATED CARBONACEOOS Sf.AM 180 LIGHT TO DARR GRAY ARClLLACEOUS LIHES'rONE V.ITH LENSES 660 810 .t.*.ND ZONES OF GRAY TO GREE.tHS!:1 GRAY CLAYS':'O~E, ti.AR;) TO SOFT. MEDIUM ~EDDED TO M,..\5S1\1t BF:N'l':'J~rTIC CU\YSTONE: ZONE Ai 32 1 40 190 800 650 1 1 :!" CL\YS.~'ONE ZONE AT 48'8" 50 00 BROKEU CL<\YSTONE At )2 1 ll" 1 1 3" CLAYSTONE ZONE AT 201 '4" 790 640 9" CLAYSTONE ZONE AT 204' 6" 1 1 q" CLAYSTD?-iE to~rr: AT 707' 60 ? 1 9" Cl..AYSTONE ZONE Wt7H OCCASIONAL LIMESTONE. Lt:'NSES 210 AT ~8'9" 2'4" C'1.AYSTONE. AND SAKDS:'ONE ZONE AT 210 1 6
780 630 1'9" CL~YSTONE ZOKE AT 214'5" 8" SA.c~bY c:.AYSTONE ZV!-i£ Ai' 216 '91' 4' 11 11 CLAYS1NJ:: ZONE AT &8 7" 1 8 '8" INTERVAL COHTA1NtKG NUMEROUS TH!N SAND AND 70 20 CLAYS!ONi~ LE:-ISES AT 218' 770 620 GRADING Wt':.'H OCCASlONAl, OOLITIC ZON£S AT 76' GRADING WITH THIN SANDSTQN2 ZONES 80 230 GASi OI GLEN ROSE FORMATION t TOP 760 610 OF rwrn M(J'~TAlltiS FORMATION.
- lGHT GRAY TO CRAY GREEN CALCAREOUS; SlL!Y, FINt'.
F t~t GR.A nmo SA~DSTONE GRAY SANDY CALCAR£0US Cl .AYS!ONE 90 240
- o LIGHT GRAY, STITY CALCAREOUS F:NE GRA!NED Sk"'iDSTONE.
750 600 SOFT DARK GR.Ai' CL>\YSTOHE 60 100 50 73 GRAY ARGILLACEOUS LIMESTON:E WITH THlN CLAYSTONE ZONES 740 590 0 56 110 260 TO ClAY {/REEN GALCAREOt;S SANT)Y CtA'iSTONE W'I'rll 730 580 to l~" SILTY SOFT '.FINE GRA1NED SANDSTONE .2.CtaS. 120 720 570 L!G'!,I'!' GREEN AND MAROON VARIGATED SANDY f,LAYSTONE AND 130 1rt':.N SlLTY SOFT FINE GRAlMED SANDSTm~E 710 560 LIGHT CRAY FINI'. GRA:-ti:ED SA..'1D$TONE, VERY POORLY CEM-E~TlD BELOW 287'4" 140 ~' 2u CLAYS.TOKE ZONE AT 139 1 5 90 18° CLAYSTQN£ ZONl'. AT 142 1 550 700 END OF HOLE AT 2 911 1 4' 1~Tt!WAL WL!H ~JJMEROUS CLAYSTONE :z-om:s Ai 144' 150 BORING COMPLETED 6-:?3-72 540 CASING INSTAL~ED TO l S' KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D 8, M UNDISTURBED SAMPLE BLOWS PER FOOT-*- 81:ii STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVERY-100 95-RQ.D CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING P-10 FIGURE 2.5.5-17
~ BORING P-IOA BORING P-IOA
.... (!)
~ ~~ SURFACE ELEVATION 843.04 +/- .5 FEET SURFACE ELEVATION 843.04 .5 FEET
- c ii! 8 COORDINATES 229, 719 N :c COORDINATES 229, 719 N t :::iO 911,936 E Ii::w 911,936 E
~ ~~SYMBOLS DESCRIPTIONS 0 DESCRIPTIONS 0 BROWN !Wfflf CLAY 150 l TAN LIMESTONE 1N CLAY MATRIX 840 690 LICHT TAN, ARGHLACEOUS, FOSSILIFEROUS, 6" CALC,\REOUS CLAYSTONE ZONE AT 156' LINESTONE, WITH WEATHERED TAN CALCAREOUS SEA.'!S OF CLAYSTONE 160 830 680 LICHT TO DARK GRAY ARGILLACEOUS, FOSSILIFEROUS LJ:MESTONE IIITH LENSES A.~D ZONES OF GRAY TO GREENISH GRAY CAL-1
. CAREOUS CLAYSTOliE, MEl)JUM REDDE!l TO MASSIVE 170
] _l"
' DARK GRAY CLAYSTONE ZONE AT 19' 820 670 GREENISH GRAY, CALCAREOUS, SANPY C!.AYSTONE ZONE BROKEN ALO$ BLACK CLAYSTONE 30 810 2' .3" DARK GRAY Cl.AYSTONE zmrE Al' 33'4" 660 40 80 10" DARK GRAY CLAYSfONE ZONE AT <5'8" 650 1011 DARK GRAY Ct.AYSTONE ZONE At 47'2" 50 11" DARl( GRAY SA!IDY CALCAREOUS CLAYSTONE ZONE AT 200' 10" 15" CA.Lc,.iumus GRAY CLAYSTONE ZONK AT 203' 790 64 4' GRAY* CUCAREOUS CLAYSTON'E ZONE AT 57' 13" DARK GRAY CAI.CAll.EOUS CLAYS!ONE ZONE AT 209 '4" 3')" DARK GRAY CLAYSTONE ZONE AT 62' 13" CALCAREOUS CLAYSTONE ZONE AT 213' 3" 780 630 5" CALCAREOUS CLAYSTONE ZONE AT 215'8" l 1 5" 0/i&K GRAY CLAYSTONE ZONE AT 67 '4,i 13" DARK GRAY CALCAREOUS CLAYSTON!. ZONE. AT 2:19' 8 11 1 1 7" GRAY CI.AYS1'0h'E ZONE AT 71
- lzu GRA'f, CALCAREOUS CLAYSTONE ZONE AT 222' 770 620 12" GRAY CALCAllEOUS CLAYSTONE ZONE AT 226 t 8° DARK GRAY SAf.ffJY CALCAREOOS CLAYSTON'E ZONE AT 2.32' GRAY TO CR£EN 1 CLACAREOUS, ARGIU.ACEOUSt 1/ERY 610 TO FINE GRAINED SANDSTONE WITH NUMEROUS 11!IN SEAMS OF GREEN CLAYSTONE AND SA.'IDY CLAYSTONE 121* GREEN CLACAR:EOUS SANDY CLAYSTONE ZONE AT. 236'2u 240 1'6n DARK GRAY. Cl.ACAREO!JS CLAYSTONE ZONE AT 239-'3
750 600
'.l' 3" DAR.I( GRAY, CALCAREOUS, SANPY CLAYSTON!l ZONE AT 245' INTEIIBEDDEl) GRAY FOSSILIFEROUS, AilGILLACEOUS LIMESTONE 2" CRUMllLY CLAYSTONE ZO!ll'. AT 99' 250 A.'lll DARI( GRAY CALCAREOUS CLAYSTONE 74 590 BLACK. CALCAREOUS* SANDY CLAYSTONS, SLICKENSIDED GREEN SANDY CLAYS'!om; ZONE. AT 262' 3" 730 580 GRADES WITl! OOLITIC ZONES 2" VERY POORLY CEMENTED 720 570 2' lO" GREEN AND RED SA.'IDY CLAYSTONt ZONE A! 279 1 7" RED SANDY CLAYSTONE 710 560 2'1 11 DARK GR.A'! TO GREEN CLA'!STO~"E ZONE AT 138 1 2° 14 700 550 Rill CLAYSTOJ,£ 1/I!R SMALL POCKETS OF VERY FINE SA.'IDSTONE BADLY FRACTURED, SLICKE!IJSIDED THROUGHOUT 150 ( CONTINUED AT RIGHT I ( CONT!NUED NEXT PAGE )
KEY Ci DISTURBED GRAS SAMPLE COMANCHE PEAK S.E.S. De,. M UNDISTUR8ED SAMPLE SLOWS PER FOOT-el.iii STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHEL8Y TUBE UNITS 1 and 2 T CORING RUN LOG OF BORING P-IOA PERCENT RECOVERY-100l95RQD P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5. 5-18 ( SH. 1 OF 2)
[;j w I-
- u. LI.I LI.I BORING P-IOA
~ u. (!l z ~
(!l~ z a: SURFACE ELEVATION '843.04+/- .5 FEET 0
- c t-o
- u
-o
- i:0 COORDINATES 229,719 N 911,936 E w ll.
w
...J w 0 ~ :1i SYMBOLS DESCRIPTIONS 3
540 LIG!IT GRAYISH GREEN VERY FINE TO FlNE Gi<AINJID SAm>STONE I/ITH GREEN CLAYSTONE ZONES AND WITH ZONES OF POORLY CEMENTED SAND 310 530 48 520 Gl\Al)ES FtNE TO C0A.RSE wrm DEPTH 510 SA.'fDY, CALCAREOUS CLAYSTONE \/ITH OCCASIONAi. 500 SANDSTO:t,,'E BEDS GRADES REI:> \/ITH ABUNDANT SLIC!GlliSIDEB 490 6" !lEl) SANDSTONE ZOh"E AT 362' 480 470 Cl!EEN SILTY, SANDY CLAYSTONE \II1'll 1'!1IN BEDS OF Glll!l!N VERY FINE SANDSTONE 460 GRADES SA!IDIER \/ITH DEPTH 7" CRJ':EN CLAYSTONE ZONE AT 39 450 GREEN SILTY, FINE TO COARSE GRAINED SANDSTONE 100 88 POORLY CEMENT"ED COARSE, SILTY SA!fDSTONE AT 398' 4 TOTAL DEPTH 400.0' KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D I'!. M UNDISTURBED SAMPLE BLOWS PER FOOT--BCil STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVERY-100 95*RQ D CORING RUN P SAMPLER PRESSED H"ORAUUCALLY LOG OF BORING P-lOA FIGURE 2.5.5-18 { SH. 2 OF 2)
I- I-w w w I-w
- u. ...w BORING P-11 (CONT.)
IL.
~
w w (!) BORING P-11 g w IL. Cl IL. z (!)~ z (!)~ 0 ~ zo:: SURFACE ELEVATION 84R 0 0 ~ - zo:: 0
~ ~8 COORDINATES 29,745.3 N ~ :I: ..Jl) > I 1,772.6 E >
w ii: ~o w ~o ..J
..J w ;;i ~ SYMBOLS DESCRIPTIONS w 158.w <tZ SYMBOLS DESCRIPTIONS gJ<l BROWN TO TAN SILTi CLAY WITH LIMESTONE GRAVEL; CRASS 11 ROOTS ORGANJC DEBRIS :N TOP 6 SANDSTONE fl~E GRAINED, WE:..L CEMENTED
*n;;:.:;*~::_,*!:'l.:-""" LlMESTDNe GRAVEL AND 1" to 2" BEDS 690 840 160 LIMESTONE. WITH THIN TAN. C:.-AY LAYEJS i WEATHERED 830 l.!GHT TO DARK G!I.AY, FlNF. GRA[N£0 A~GTtLACEOUS LIME- 680 S-TONE W!TH LENSES Ah'D ZONES OF GRAY TO GREENISH 170 GRi\Y CALCAREOUS CLAYSiON!;'.. MEDIUM liARD 1'0 SOF't, THi:t,' BEDDED TO KASSI VE l" :\~W}; t!G~l'IE AT 24' 8" 820 670 30 180 GRA:: CLAYSTONE. AT J6 1 GRAY CLA"t'S'TONE AT 38' 3° 810 GRAY CLAYSTONE AT 38' 10" 660 40 GRAY CLAYSTONE AT 40' 190 1 *9** FOSSILIFEROUS AND OOLITIC AT 46' 3" 800 650 50 9" GRAY CLAYSTONE AT 49' 3" 00 BORING OOK!>LETED ON 7-6-72 2" GRAY ClAYSTONE li!TH LIMESTONE STREAKS AT 52' CASING INSTALLED TO 20' 790 640 60 3' GRAY CLAYSTONE AT 61 '6 11 1' GRAY CLAYSTO!'JE AT 66 1 780 8" GRAY C:.AYSTONE A"t 69' 2" 70 ---2 1 6" CRAY CLAYSTONE AT 7l '6" 1
l 1 6 11 GRAY ClAYSTONE. AT 74 6" 6" GRAY CLAYSTONE AT 78t6" 770 80 760 90 1 6" GR,\Y CLAYS'W!'IB WtTfl: LIMESTONE NODill.ES AT 95 750 100 740 110 730 120 WlTH ;JlVNDANT BLACK OOLlTES AT 720 130 1 1 6" LIGHT BROUN DOLOMITE: AT 130 6 1 710 140 I' GRAY Cl.AYSTONE A! 142 1 l' GRAY CLAYSTO??E AT 144' 700 150 I (CONTINUED AT RIGHT) KE: y 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. D a M UNDISTURBED SAMPLE BLOWS PER FOOT-a{;il STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVER'HOO 95~RQ.D. I CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING P-11 FIGURE 2.5.5-19
I- I-w w w w
..._ I-I-
w w BORING P-I2 ii/; w w BORING P-12 (CONT)
~ ..._ (!)
z z "t: 0 ~ SURFACE ELEVATION 837.9 0 ~ ztr
-o ~
w COORDINATES 29 *714 -0 N 12,070.9 E ~ w
- r I-Q.
0:0
- ECl w
Cl ~~ SYMBOLS _J
.J DESCRIPTIONS w DESCRIPTIONS w 150 IAN SANDY GRAVELLY CLAY 830 v.'HlTE LIMESTONE WITH CLAYS!ONE LENSES AND ZONES 680 160 820 CRAY T~ GRAY-CREE~ CALCAREOUS CLJ..-YSTO~E iJITr: 670 OCCA.S :0r,.'.L nn:, LI:-IBS!ONE LAYERS 170 810 660 180 L!GH:' TO DARK CRAY ARG!UACE(Y'JS i,l:1LSTON!: h'li'H THIN CLAYSTCNE: ZONfS. :1:EDIU:1 HARD T() sorr. MEDIL:-1 800 BFDDED :'{) MASSIVE 650
- l. 6" CLAYSTO~I: AT 41 1 BORI3/4G COY.?LE7ED ON 6-27~72 2' CLAYStONE ;,,:* I,3 1 CAST.NG It-S:'A.LLCD 7G -:_4 1
!\'X CORE SARREL USED 790 640 4 1 CLAYSTONE AT 52' 780 1 11 2'6" ':'Hl!i CLAYSTO~E PAJtTINGS AT 60 6 2' 6" GRAY CLAYSTONE AT &3'
- . ' CRAY CiAYSTON~ AT 66 '6" 770 GRADING TO OCCASI()NAL t)OI,ITlC ZONES 760 l' CLAYSTO~iE AT 36'6" 750 740 10 l '6" GRAY CW..'::'Sf(::~f: A! 102' 5" l '5" GRAY CLAYSTOM~ AT 106' 730 110 1*41> CLAYSTOKE: AT 112'8" 720 120 l t GRAY CLAYSTONE AT 126
- 710 13
Bf:NTON!T'.::C C!.AYSTONE AT 133'6" 700 140 150 (CONTINUED AT RIGHT)
KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D8 M UNDISTURBED SAMPLE BLOWS PER FOOT-8[;i STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I LOG OF BORING P-12 CORING RUN PERCENT RECOVERY-100 95-RQ.0. P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-20
1-- 1-- LJ.I w LJ.I w 1-- u. l;.. w BORING P-13 ~ BORING P-13 (CONT.)
~ Lu l;.. (.'.)
z (.'.)~ z Q ~ zrr: SURFACE ELEVATION 850.8 0
~
w
- I:
1-- 0..
;i28
- o COORDINATES 29* 76 '-0 N 11,623.4 E ~w
_J w w _J DESCRIPT1u1~-., w 0 ~~SYMBOLS DESCRIPTIONS 850 0 B~~~ ~~ TAN SILTY GRAVELLY CLAY. GR.ASS, ROOIS IN 700 T.Al1 CALCAREOUS cc,,YS:ON:C, WEATHERED TO CLAYEY CONSIS-TA~CY. :--iAS 7HI~~ LIMES':'\Y'f£ ZONES 1NttR.BEDDE:l. 840 rnn n: TO TA~ l.IMESTO~E WITH THIN TA.'l CLAYSTO~E ZONES. 690 L.i:GHT TO DARK GQY ARG-'.i'.Ll,ACE01.JS LI!-1ESTONE 'r.'ITH THIN 850 20 GRAY TO GRAY CRr:E'.l CALCAREOUS ('.LAYS70NE Z:)NE.S A..t;J 680 170
~ED:1;;1 Ii.ARD TO SOF7, THIN BEDJED TO 820 30 670 180 810 4 GP.A'.' CALCAR:::OUS zo:ic AT 40' 7" 660 190 5
800 GRAY CALCAREOUS CLA'iSiO:'lE ZONE AT 52 '6H CRAY CAL:::ARE.01.JS CLAYSTONE ZONE 54 '6" BORING CO~LET.ED ON CASI:fG "INSTALLED TO 1' GRAY BENTO~ITIC CAR].ONACEOUS CLAVSTONE zmm AT 640 61' 2' 9" GRAY CALCAREOUS CLAYSTONE AT 63'6" 3-' 6 GRAY CALCARtOUS CLAYS!ONE ZO?ifE AT 68
- 780 5' GRl\Y CALCAR~OUS: Ci..AYSTO~-H;: AT 71'6" 770 760 90 750 100 740 110 730 120 720 130 140 710 1
1 '.;** CRAY CALCAREOUS CLAYSTONE ZONE AT 144 6" 1 t GRAY CALCAREOUS CLAYSTONE ZONE AT l4A:' 150 (CONTINUED AT RIGHT) KEY 0 DISTURSED GRAB SAMPLE COMANCHE PEAK S. E.S. 0 S. M UNDISTURBED SAMPLE BLOWS PER FOOT S~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORING RUN LOG OF BORING P-13 PERCENT RECOVERY *::0i95-RQO P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-21
I- l-w w w w LL. I-LL. I-w w BORING P-14 ~ w w BORING P-14 (CONT.)
~ LL. r.:> LL. r.:>
z r.:>~ z r.:>~ 0 ~ za:: SURFACE ELEVATION 850. 4 0 ~ za::
-o ~ I ~8 COORDINATES 29,910.2 N ~ I ..Ju > I- 11,639.1 E w I- 0..
- o w 0..
- ;:o 0..
..J w
w 0 ~ ::'i SYMBOLS DESCRIPTIONS
..J w
w 0 ~::'i SYMBOLS DESCRIPTIONS 850 0 1:L-::I-::GH;;;T;-;;-BR=o"'WN::,-:T,::0-,T::'.A::'.N:-G:::RA=vE=L-::L:-:Y--,S:-::I::-LTY=-"'"'cLA'"'""Y:-.-r-=o""p""'z'"'*--- 700 150 WJTH GRASS, ROOTS. TAN CALCAREOUS CLAYSTONE WITH ThIN SANDSTONE BEDS W'EATHERS TO A CLAYEY CONSISTENCY 10 690 160 840 TAN LIMESTONE WITH THIN CLAYSTONE ZONES WEATHERED 20 LlGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WITH ZONES 680 170 830 AND LENSES OF GRAY TO GREENISH GRAY CALCAREOUS CLAYSTONE. MEDIUM HARD TO SOFT. THIN BEDDED TO MASSIVE 30 GRAY GREEN CALCAREOUS CLAYSTONE ZONE AT 29'6" 670 180 820 4 1 6 GRAY CALCAREOUS CLAYSTONE ZONE WITH THIN LIME- 660 190 BIO 40 STONE BEDS AT 38
- 800 50 650 200 3 1 6" GRAY CALCAREOUS CLAYSTONE ZONE WITH THIN 1
LPfESTONE ZONES AT 52 BORING COMPLETED ON 7-17-72 CASING INSTALLED TO 22' 790 60 6" GRAY CALCAREOUS CLAY STONE ZONE AT 60 1 640 210 2' 4" GRAY, BENTONITIC, CALCAREOUS CLAYSTONE ZONE AT 61 '4' 1 5' GRAY CALCAREOUS CLAY STONE ZONE WITH THIN LIME-1 STONE BEDS AT 65 780 70 5' GRAY CALCAREOUS CLAYSTONE ZONE AT 73' WITH THIN LIMESTONE BEDS 770 80 760 90 750 100 740 110 730 120 720 130 710 140 l 1 5 GRAY. BENTONITlC CLAYSTONE ZONE AT 142 1 5" l '5 GRAY GREEN CALCAREOUS CLAYSTONE ZONE AT 145 '5" 150 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D S. M UNDISTURBED SAMPLE BLOWS PER FOOT-8[jjl STANDARD PENETRATION re::,. FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I LOG OF BORING P-14 CORING RUN PERCENT RECOVERY-100 95-R.Q.D P SAMPLER PRESSED HYDRAULICAI LY FIGURE 2.5.5 -22
...w ...w w
u.. ...w w u_ ...w BORING P-15 {CONT.)
~ UJ BORING P-15 ~ UJ C) u.. C) u..
z (.!)~ 2 ~~ 0 ~ zo:: SURFACE ELEVATION 837.9 0 ~ zo::
-o ;::: -o
_Ju
!i> J:
f-0::u COORDINATES 29,580.5 N ;i! J: f- a.
- a w
_J 0.. ~Cl 11,906.1 E w 0.. w a ~~ SYMBOLS w J w DESCRIPTlONS w DESCR!PT!ONS a ~~SYMBOLS 07~* ,'X) 18 TA.t; GRAVELLY SILT AND CLAY BUFF TO EGH~ BROWN lfl:A!HERED _ IMESTOSB '.iNTERBfWDED 150
!-Tm n,.'i CLAYS 1/'i" TO 3'! '!HlCK 830 S2 680 3" GRAY ;\.'ii) !A:~ CLAY AT 11" 160 LIGHT TO DARK GRAY ARG!LLACEOUS LIMESTONE: \,'ITH LENSES
- \)ID ZONES Of GRAY TC CRE[N!SH GRAY CLACAREOUS CLAY-STD~E. MEDIIJH HARD TO SOF1, THI:! 'BEDDED TO MASSIVE 820 20 GRAY CLAYS!ONE AT 175 '6" 810 2,;* GRK{ CU.YS':()NE AT 28' 30 800 4 1.5' CRAY CLAYSTC:;E AT 40' 'WITH 3'" B'E:D GRAY LIME-S:.'O:;::; AT .:.1' BORING COMFLETED ON 1-}-72 2 1 GRAY CU1.!STO~E AT 42 tb" INTER.BEDDED ~ITH rnnr CASING INSTALLED TO 14' BsNDS OF GRAY LIHESTONE 790 50 3 1 GRAY CLAYS fONE AT 5-2 1 3 1 9" GRAY CLAYSTC~E AT 56 1 INTERBEDDED WITH THIN 780 HA.~DS OF GRAY LIMESTONE 2'5 GRAY CUYSTONE AT 62' l 16 GRP,\' CLAYS'IOXE AT 65'6" 770 70 760 80 750 90 l' 3" GRAY OOLITIC LIMESTONE ALTERNATING WlTI-i G-RAl'.
CLAYSTO~E 7 40 100 730 110 1 '6 DARY GRAY 0-O{,ITIC CALCAREOUS CLAYSiONE AT 113' 720 120 710 1 1 1" GRAY ro:::s:::LlYER.OUS CLAYS70NE AT 135'6 700 690 150 (CONTINUED AT RIGHT) KEY 0 DISTJRBED GRAB SAMPLE COMANCHE PEAK S.E.S. D S M UNDISTURBED SAMPLE BLOWS PER FOOT-8t;il STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORING RUN LOG OF BORING P-15 PERCENT RECOVERY-!00 95-RQ D P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5 -23
I- I-w w w w
- u. I-LI..
~
I-w w BORING P-16 ~ w w (,:) BORING P-16 (CONT.) LI.. (,:) u.. z <.:>z z (,:)~ 0 ~ zci: SURFACE ELEVATION 841. 48 0 ~ zir
-o ~ ::c ~8 COORDINATES 29,462.6 N ti> ::c ..J<...)
Cl. w I-
- Cl I 1,592.1 E Lu I-Cl.
- :.o Cl.
..J w ..J w ~~ SYMBOLS DESCRIPTIONS w Cl ~~SYMBOLS DESCRIPTIONS w 840 0 P ------------------
TAN TO BROWN SANDY, SILTY, GRAVELLY CLAY 690 15~
\r~ ~r.!;s~~!~ ~~s ~~~
0 0 i~MESTONE LENSES. WEATHERS TO CLAY CONSISTENCY 10 TAN TO WHITE LIMESTONE WITH CLAYSTONE ZONES, WEATHER- 160 830 ED AND WELL FRACTURED 680 LIGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WITH ZONES f__J_ \AND LENSES OF GRAY TO GREENISH GRAY CALCAREOUS CLAY-20 // STONE. MEDIUM HARD TO SOFT, THIN BEDDE::l TO 170 820 MASS IVE 670 3'2" GRAY GREEN CALCAREOUS CLAYSTONE ZONE AT 18':>** 30 180 810 2' 8" DARK GRAY CALCAREOUS CLAYSTONE ZONE AT 30 '4" 660 40 650 190 800 l 1 2" GRAY CALCAREOUS CLAYS TONE ZONE AT 42 '8" 2' GRAY CALCAREOUS CLAY STONE ZONE AT 44' l 0" BORING COMPLETED ON 7 72 50 200 CASING INSTALLED TO 20' 790 6" FRACTURE ZONE 640 8' GRAY CALCAREOUS CLAY STONE ZONE WITH OCCASIONAL THIN LIMESTONE LENSES AT 54' 60 780 S' l" GRAY CALCAREOUS CLAYSTONE ZONE WITH OCCASIONAL THIN LIMESTONE LENSES AT 64 1 6" 70 770 2 1 GRAY CALCAREOUS CLAYSTONE ZONE AT 71 '6". NARROW FRACTURE ZONE AT 72' 80 1' FRACTURE ZONE AT 7 8' 760 90 750 3" FRACTURED CLAYSTONE SEAM AT 91' 7" 100 740 110 730 1 6 BENTONITIC CLAYSTONE AT 116 120 720 1'2" TAN DOLOMITE AT 123'8" 1 'l1' GRAY CALCAR.EOl!S CLAYS TONE ZONE AT 135 '9" 1 1 l" GRAY CALCAREOUS CLAY STONE zo:-.E AT 1 38' 140 l' GRAY CALCAREOUS CLAYSTONE ZONE AT 140' 700 150 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D S M UNDISTURBED SAMPLE BLOWS PER FOOT-*-Bi;jl STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY-100 95-R.Q.0 I CORING RUN P SAMPLER PRESSELJ HYDRAULICALLY LOG OF BORING P-16 FIGURE 2.5.5-24
I- I-Lu w w w I- u.. I-u..
~
Lu Lu BORING P-17 ~ w Lu <.!) BORING P-17 (CONT.} u.. u. z z <.!)~ 0 SURFACE ELEVATION 837.0 0 ~ zO:
-o ~ COORDINATES 29,313.5 N ~ :c: ..Ju c::; >
w I- 0..
- a 11,576.4 E 0..
..J ...l w ;;i:i SYMBOLS DESCRIPTIONS Lu DESCRIPTIONS w 0 ROOTS, DECAYED 150 1 4 FRACTURED ZONE. AT 1.51 6" i;i:::;:::i,1,.,TTF ro TAN LIMEStO~E WITH CALCAREOUS CLAYSTONE 2'1" GRAY CLAYS'tONE ZONE AT 153'11" ZONES, YEATHERED, FRACTURED 830 Sl 10 DARK GRAY CALCAREOUS CLAYSTONE ZONE AT 158 t 7" 820 20 L::GHT DARK GRAY ARGILLACEOUS LIMESTONE WITH ZONES AND LE~SES OF GRAY TO GREENISH GRAY CALCAREOUS CLAYSTONE, MEDIUM HARD TO SOFT t MEDIUM BEDDED TO MASSIVE 8" sorr SLACK BC:*lTO:ffiIC SANDY CLAYSTO~n:; AT 115 '6" 810 1 1 2 GR!\Y FRAC':'tfREO CLAYSTON'f. AT 27 30 800 40 1 11 GRAY CLACAREOUS CLAlfSTONE ZONE AT 45 4 BORING COMPLETED ON 7- 3-72 790 CASING INSTALLED TO 19.5' 50 3'7" DARK GRAY CALCAREOUS CLAYSTONE ZONE AT 50'11° l' 10" GRAY CALCARF.OUS CLAYSTONE ZONE A! S5' 780 60 2 t 5" DARK CRAY CALCAREOUS CLAYSTONE ZONE AT 61 1 2
1' 4" DARK GRAY CALcAREOUS CLAYS.TONE ZONE AT 64' 10" 770 70 760 BO GRADING WITH OCCASWNAL OOLITIC ZONES 750 90 740 730 110 720 120 710 130 CALCAREOUS BENTONITE CLAYSTONE ZONE AT 11 2' 9 DARK GRAY CALCAREOUS CLAYS TONE ZONE AT 134 1 101' 700 140 690 150 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. D6 M UNDISTURBED SAMPLE BLOWS PER FOOT-81:.ii STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY~IOO 95*RQ.D I CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING P-17 FIGURE 2.5.5 -25
I-w w I-u..
~
w w BORING P-18 u.. <.!) z <.?z SURFACE ELEVATION +779.9' 0 j::
~ z ir COORDINATES 229,047 N
~
I. I-
~8 91 I, 985 E w n. ::;:o
..J w w 0 ~~SYMBOLS DESCRIPTIONS 0 ~ -:;-TAN~';:"sAN=n:::-y-;ca<LA-cY;;-;,W;a-IT;;:;H-;-.L,sIME=sT"'o""N"'E""'G~RA=vE=L-AND=~so~ME~S-H-E-LL_S_
LIGHT TAN ARGILLACEOUS LIMESTONE; HIGHLY WEATHEREDt FRACTURED 770 10 GRADING WITH OCCASIONAL LIMESTONE LENSES SOFT AND FRIABLE AT 13'10"-14'6" LH,HT TO DARK GRAY ARGILLACEOUS LIMESTONE WITH LENSES AND ZONES OF GRAY TO GREENISH-GRAY CALCAREOUS CLAY-760 20 STONE; MODERATELY WEATHERED TO FRESH, MEDIUM HARD TO SOFT, MEDIUM BEDDED TO MASSIVE 6" CLAYSTONE ZONE AT 22 1 6" GRADING FOSSILIFEROUS AND OOLITIC 750 30 1 2 1 5" CLAYSTONE ZONE AT 33 9" 9" CLAYSTONE ZONE AT 38' 740 40 730 50 6 11 CLAYSTONE ZONE AT 50' 3 11 720 60 710 70 1 9" CLAYSTONE ZONE AT 77 8" 700 80 12'1 Ct.AYSTONE ZONE AT F?' l '7'1 CLAYSTONE ZONE A'!' 83 1 7" 1 12 11 CLAYSTONE ZONE AT 87 9" 690 90 1 6 11 CLAYSTONE ZONE AT 95 AND 100' 680 100 6" CLAYSTONE ZONE AT 104 '4" 670 110 660 120 650 130 640 140 1 l '6" CLAYSTONE ZONE AT 141 6" 6" CLAYSmNE ZONE AT 144' 8" 11 ;, CLAYSTONE ZONE AT 148' 630 150 BORING COMPLETED ON 10-24-72 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D 8 M UNDISTURBED SAMPLE BLOWS PER FOOT--81.iil STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT S SHELBY TUBE UNITS 1 and 2 Jl PERCENT RECOVERY-100 95-RQ.D CORING RUN LOG OF BORING P-18 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-26
I- ;- w w w w
- u. I-u.. I-w w BORING P-19 ~
w w BORING P-20 1if IJ.. (.!) IJ.. z -z SURFACE ELEVATION + 757. 2' 0 ~ (!)~ zrr. SURFACE ELEVATION + 774. 6' 0 ~
-o ~
w I. i-0. a: {j
- i: Cl COORDINATES 229,237 N 912,925 E
\:i>
w J: I-0. COORDINATES 230,717 N 911,426 E
..J w ..J w SYMBOLS DESCRIPTIONS w Cl ~~SYMBOLS DESCRIPTIONS uJ a 0 wl BROWN SA."llY CLAY 0 BROWN SA?1'DY GRAVELLY CLAY LIGHT TO DARK GRAY ARGILLACEOUS LlMESTO~'E WITH LENSES A.~D ZONES OF GREENISH-GRAY TO BLACK C,ll,CAREOUS LIGHT TO DARK GRAY ARGIL!.ACEOUS LIMESTONE WITH LENSES 770 AND ZONES OF GREENISH-GRAY BLACK CALCAREOt:S CLAY STONE; GENERALLY MODERATELY WEATHERED TO FRESH, MEDIUM HARD TO SOFi, Mi!:DltJM BEUD!D 750 CLAYSTONE; GENERALLY MODERATELY WEATHERED TO FRESH, GRADING TO HEDIUM HAlU) Ah'l> MASSIVE MEDIUM. HARD TO SOFT, MEDIUM BEDDED.
10 10 CR.A.DING TO MEDIUM BEDDED TO :MASSIVE 760 740 20 20 750 730 30 30 740 720 40 40 730 710 50 50 i.' S" CLAYSTON!':: ZONE AT 49' 6" 720 811 CLAYS1'0NE ZONE AT 56' 10 11 700 60 60 710 690 70 70 6t' CLAYSTONE ZONE AT 70'6" 700 1 1 6" CLAYSTONE ZONE AT 77 1 t' 680 80 80 690 670 90 90 680 660 100 100 670 650 1 1 5' 1 CLAYSTONE ZONE AT 112
- 110 110 660 640 1'2" CLAYSTONE ZONE AT ll9'ln 120 120 l '11" CLAYSTONE. ZONE AT 121 1 4" 650 630 130 130 640 620 140 140 1 1 Cl..AYSTONE- ZONE AT 141' 630 l '6-" ClAYSTONE ZONE AT 148' 610
!50 150 BORING COMPLETED ON 11-14-72 BORING COMPLETED 0~ ll-9-72 620 600 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. ES.
De, M UNDISTURBED SAMPLE BLOWS PER FOOT *-81:il STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY 100 q5*RQD I CO. R. I.NG RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORINGS P* 19 ANO P-20 FIGURE 2.5.5-27
I- I-I.JJ I.JJ I.JJ I- I.JJ I-lL I.JJ I.JJ BORING P-21 lL I.JJ I.JJ BORING P-21 (confd)
~ lL (!) ~ lL
(!) z (!)~ SURFACE ELEVATION 817.89 z (!)~ za:: 0 ~ za:: 0 ~
-o -o ~ :i:: o:u COORDINATES 228,900 N ~
- i::
I-
..Ju c..
I.JJ I-c.. :::0 Cl 911,525 E I.JJ c.. :;;
...J I.JJ I.JJ Cl ~~SYMBOLS DESCRIPTIONS
...J I.JJ I.JJ Cl ~~ SYMBOLS DESCRIPTIONS 0
I BROWII SA:WY CLAY L TAN CLAYEY LIMESTONE GRAVEL TAIi, i*/EATIIERED, L!McSTOlff GLEN ROSE FORMATION LI GIIT TO DARK GRAY ARG: LLAC[OUS, FOSS I LI FERGUS 810 LlMESTOIIE WITH LENSES AND ZONES OF GRAY TO 660 GREENISH-GRAY CALCAREOUS 160 CLAYSTONE, MEDIUM BEDDEC TD MASSIVE 7' DARK GRAY CLAYSTONE ZONE AT 10' 800 GRADES WlTH OOL! NG ZOIIES 650 20 170 5 3" GR/,Y CLAYSTONE ZOIJE AT 20'2" \sITH OCCASIOtlAL THIN LIMESTONE BED 3" CLAY STONE ZOliE AT 178' 4" 790 640 30 180 4' CLAYSTONE ZONE AT 31' 5" 2. 3' DARK GR,';Y CL4YSTONE ZONE 6' 11" GRAY CALCAREOUS CLAYSTONE ZONE PT 33'5' 780 WITH OCCASIOIIAL THIN LIMESTONE BlDS 630 40 190 BORING CCMPLETED 01*; 11/29/73 /<T 193.0' 5'6" DARK GRAY CLAYSTONE ZONE AT 43' 10" 770 620 50 200 6" CLAYSTOtiE ZONE AT 51' 760 60 750 70 740 80 730 GRADES WITH OCCASIONAL CHERT 90 720 JOO 710 110 GRADES ARENACEOUS TO 1* o' l' 7" 0~RY GRAY CLA.YSTONE ZONE AT 115' 6" 700 4" CLAYSTONE ZONE AT 119' 9" 120 SLICKENSIDED HIGH ANGLE FRACTURE 3" CLAYSTONE ZONE AT 124' 2" 690 130 680 140 5** CALCAREOUS CLAYSTONE ZONE AT 141' 10" GRADES ARENAClOUS 670 150 KEY [J DISTURBED GRAB SAMPLE COMANCHE PEAK S. E. S. II DB M UNDISTURBED SAMPL[ BLOWS PER FOOT B[;jj STM,01\RD PENETR/\TIOI, TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I. CORING RU'J LOG OF BORING P-21 PERCENT RECOVERY 'JC -~5 RQ D P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5. 5 -28
I- I-w w w w u... I- u... I-w BORING P-22 ~ w w BORING P-22 (Cont.)
~ u.J u... u...
z z 0 ~ SURFACE ELEVATION 803.76' 0 ~
~
w
- i::
I-0.. COORDINATES ;i 229,100
, 9:1,885 ~w
.J uJ .J w Cl DESCRIPTlONS Lu DESCRIPTIONS 0
, TAN LIMESTONE GRAVEL MIXED WITH TAN SANDY SIL TY CLAY 800 650
~t,rl, ',;-EA;'H:;:R[C l~~ESTOr,t. (GlfJi ROS[ f'.)Rl":t,TICH-.).
ARGI L3EOUS, 111TH TP ! ,, l RREGLLAR CLAYS- 01,E BED~ iSEc,:Jr, BADL' 3ROW, AT 9'-12') 160
~ ;GHT "!"O DARK GRAY t.RG1LLACEOL:$ L!~ES~O~;E '.iITll '..DiSES 4:,o FRACt..:XE ! .1 1 GRAY 1 SA'.Wl' CLA'tS/ONE ZOtiE
.:,;1D ;_o:1tS OF GRAY TO GREE~i!SH-GRAY CALCAREO~$ CL.t\YSTO:JE 640 l,T 164 IHl.'1 BED:'ED TO M/>.SS!VE 3* CP~K GK,W ClAYSTQilE zmiE AT 19.3 \HTH 170 ~. o
- DI\RK GRAY CLP,YS.TO~lE ZO~lE ,"IT 170'
,~((.-'\:;Jc::;J.L nn;1 Ll1'1($TO:lE Bf.D\
630 1.8' JARK GRAY CALCAREOUS CLAYSTmlE ZOIIE AT ;74s
,ITH 3M,CS OF SANIJSTO:,E 4.2' CARK GRAY CLAYSTONE ZONE AT 29.5' 730 GRAOES WlTe OCCASIONAL OOL!TlC ZONES 2' DARK GRAY CLAYs:or;L ZO:IE AT 100' 690
- 2. l' GRAY CALCAREOL:S CLAYSTOM; Zmff AT 121. 7' 6.i0 66C KEY COMANCHE PEAK S.E.S.
D S \4 UNDISTURBED SAMPLE BLOWS PER FOQT--ei;j STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBI:. UNITS 1 and 2 T CORING RUN PERCENT RECOVERY-'00195-RO D LOG OF BORING P-22 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5. 5 -29
I- I-w w w w I-LI. LI..
~
I-w w BORING P-23 ~ w w L? BORING P- 23 (Cont.) l.!.. LI. z z L?~ 0 ~ SURFACE ELEVATION 822.04' 0 ~ za:
-o j:::
- Sw I COORDINATES N 229 ,OGC E 911~700 fi
> ,...:t: .Jc.)
C. I- w ::::EC!
/l_ C.
w Cl ~~ SYMBOLS
..J w ..J w 0 DESCRIPTIONS w DESCRIPTIONS I
SANDY CLAY *ITH ~IMESTQNE GRAVEL 820 ER.AV L:*ESTONE (GLE1 ROSE FORPAT!:lll) WITH VcRY 570 OF TAIi CALCAREOUS CLAYS"ONE, BROKE'I STAB.Ee C-AYSTONE BECDil,G I. 3' DARK GPJ\Y CLAYSTOIIE ZOt,E AT 151" 81C - 660 20 ScCT;Qil BROKCN ALCl,G CLAYS7Q;IE TH!I; SEA~S CGG (.. /U!GST '/ER;"!CAL FRACTURE 650
~.6' CA,*, sP.Af CLAYSTCI;[ ZOl,E AT 26 >l!TH ,lllll LIMES::JIIE BEDS 1.4' DARK GRAY, SANDY CLAYSTONE ZONE AT 181.2' GRADES AREIIACE::JS 640 7.7* GRf.'1' aAYSTO:*c: ZOilE. A7 36' :HT..J nnn S[AMS OF
- lt-'ESTOIIE 780
- 630 5.3' GRAY CLAYS:Or;E ZCIE AT 4.3' >l!TH rn:N Ll~~ S.ONE BEDS 200 TOTAL OEPTI< a 198.0' LC>I A~GLE FRACTURE 760
- GR.ADES w:Td OCCAS!O:IAL OOLJT!C ZtlES 110 710 l.o' OARK GRAY CLAYSTONE ZCliE AT 116' 700
- Z.l' DARK GRAY CL."YSTONE ZONE AT 120.8' GR.<Dl"lG WITH hlMEROJS THIN CLAYSTONE BEDS A~ :JS-144.S' 680 -
SEC::Ctl BRCKEti 'ILO'lG BLACK SllCKENSI:lED F'lACTJRES KEY COMANCHE PEAK S.E.S. DB M UNDISTURBED SAMPLE BLOWS PER FOOT--81.i STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORING RUN LOG OF BORING P-23 PERCENT RECOVERY-100 95-RQ.D P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-30
f- t-- w w w w f- u.. f-u.. ~ w w BORING P-24 ~ w w ~ BORING P-24 (Cont.) u.. (.::> I.I. z (.::>~ z ~~ 0 ~ za:: SURFACE ELEVATION 786.3' 0 ~ za::
-o i=
~ ii::ii'-oClu COORDINATES a 228,750 E 911 540 i===
~ ::r: ->u f- 0..
w w 0.. :!,O -' -' w ;Ji~ SYMBOLS DESCRIPTIONS ..u ~~SYMBOLS DESCRIPTIONS w 0 LiME-STG:iE GRAVEL W TAri
- SAriOY I CALCAREOUS CLAY
- HI C' SR.C,Y ::..LCAR£0U$ CLA.,,SrGNE
;~:. t,iE; L!GHT GRAV SANDY CLf,Y 1,;'li;! UMESTG\JE GRAVEL 630 TOTAL DEPTH 162. O' L:GJ--T "'."A.ti ~nn \-i~HT£ LH1ESTOn£ r/EATHER£0 ~/ITH
,E,\7HERED Hll:1 CLAYSTOtlE BEDS (SEc*:011 (GLEri ROS[ CGRi'I\TlOI:)
*iM:lb:f,-j ~!G~T TC :J~Rf: SRAY ARGILLACEOUS LH\ESTO:iE *IT~ LE'.lSES At,D :Jr;E~ :)F SRA'!' 70 GREENlSH-GA.AY ':ALCAREGUS
;_;.,5-0*1, ~~r*, 70 '*IASSJVE e,:DE".
6' GRAY CALCAQEOUS cL;.,sTQ:1[ LO:.E AT 34.;' 2.C' DARK GRAY CALCARECUS CLAYSTONE ZONE AT 76. 7' 7 .9' GRAY CALCAREOUS CLAYSTONE ZONE AT 78. 7' GRADING WITH LIMESTONE BEDS, BROKEN 16' GR.:Y C.ALCAPEOlJS CLAYSTO'.l[ zor,£ ~T 100' KEY COMANCHE PEAK S.E.S. D 8. M UNDISTURBED SAMPLE BLOWS PER FOOT -Seil STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVER) ::io 95-RQ 0 I CORI.NG RUN P SAMPLER PRESSED HYDRAUUCA~U LOG OF BORING P~24 FIGURE 2.5.5-31
1- 1-- w w w w 1- I.I.. 1-- I.I.. w w BORING P-25 ~ w w BORING P-25 (Cont.)
~ I.I.. u..
z z 0 SURFACE ELEVATION 850. 74' 0 ~
~ ~
COORDINATES N 230,000 E 911,940 ~ w I f-0..
....J ....J w DESCRIPTIONS w w C 050 700 150 b40 SJC 580 820 5.8' GREEN, CALCAREOUS, SANDY CLAYSTONE ZO~E AT 30' CALCITE HEALED FRACTURES A~D BROKEN ALONG DARK 5.3' GRAYISH-GREEN CLAYSTONE ZONE AT 39,1'
&10 40 GR.l.1 CA~BOrlACEOUS PYR: rn: CLAYSTOIIE 800 50 650
*' iiREEHIS~-GRAY CALCAREOUS CLAYS1Q1;E ZOIIE AT 53' 790 60 8R0i'.Eti 1,LOtiG ClAYSTOrlE B[OS 64C 8.5' GREENISH-GRAY Ci.AYSTOIIE ZONE A" 64.5' W!Th CCCASIONAL THIN L:MESTO:,C BEGS l.l' L'.G.,T T/\i-; AND GRAY VER'/ FI~, GRfo.!NED SA~OS~O,E, 7i!IJ 70 530 SIL T'i A',G Cl, .CARt~LS BROKE:!
- iRADES ~ ITH SA:;OY C.LAYSTJliE. THI:i SAt,DSTONE BEDS 4.5' DARK GRAY CLAYSiONE Z0!1E AT 75' SL!c,cNSIDED LOW A'IGLE FRACuRE C. 9' GRW:!SH-GRAY :LA'ISTOIIE zo:,£ AT 227, 2' 3 .1' GRWl!SH-GAAY, SA~DY, CALCAREOUS CLAY STOii[
770 80 ZO/E Ai 229.* *
,. GREEll!SH-GRAY CLAYSTONE zm,E AT 81.8'
- 1. 4' CLAYSTONE ZONE AT 89' SASE OF GLE!i ROS, FOR*1ATIO~
760 90 T2P CF 0 wrn MOUhTA:~s rnRHAT::JH 7 GREEN CLAYSTOIIE \iilITE, ,M MID LIGHT GRAY CALCA,ECCS Fl'IE TO VERY Fl!lE rw~EROUS CLAYSTOrlE SEAMS AT 93. 8' -98.0' GRAH,ED SAliOS:0~1£, ;,EL, SORT EC, .A!lGULAR TO ROc~OEJ,
~ITH OCCASIO.'iA~ THIN BECS OF GRAY TO GRE.Eti!SH-G~AY C~AYSTO:,E 250
- 2. 5 DA~r. GRAY~ St.:S:HL 1 SA~DY, CALCAREOUS CLAYSTONE 1
740 110 ZCNE AT 259' VER' l CAL FRACW,E GRAD:NG <<ITK D8L!TlC HITERVALS J.O' c:,,,K GRAY CLA¥STc:1E ZQ/;[ AT 268' 580 27C 730 120 I. 4' GRAY ARENACEOUS Ll~ESTOl,E BED A, 21 l' 721) 130 570 - 280 290 7.0' ZOilE OF llLMERQJS mu: CLAYSTOt,E BECS AT 290' 710 lO 65 10' DARK GRAY C~AYSTQNE zm;[ AT 146', SMIDY It; P.A.Ri
$50 _ 300 B~RJNG COMPLEIE9 o:: 11/25/73 AT 301.0' KEY COMANCHE PEAK S.E.S.
D 8 M UNDISTURBED SAMPLE BLOWS PER FOOT--8~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORING RUN LOG OF BORING P~25 PERCENT RECOVERY-100r5 *R.Q.D P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-32
w w !- u.
~
w w BORING P-26 BORING P-26(Cont.)
- u. (!'.)
z (!) i!: z 0 ~ z a: SURFACE ELEVATION 851.24' 0 i!:
~
I
-o a:(..) COORDINATES 11 230,028 ~ J:
w I-
'1. ::i:O E 9ll,790 w li:
w
..J w DESCRIPTIONS
..J DESCRIPTIONS w ~~SYMBOLS u.J Q
'? TA;, SAlll Y Ci_AY WITH U!-l[STO:iE GRAVEL 100 _150
',2' CARK ORAY, SLIGHTLY SANDY CALCAREOUS CLAYSTO*IE ZJ~E AT 151.7' JRREGUUR THIil
( GLEil ROSE F~R~AT ! 0,:)
!.0' GRAY!SH-GREGI SA:WY CLMSTO,I[ ZONE AT 29 GF.AOfS. .~l:H ARClACEOiJS Z011E5 l,l:'.ERG!,S THII ClAYSTO;:E BEDS AT 37' 660- 190 3.4' DARK G~AY CLAISTOil( ZOii[ AT 40.6' WITH VERY mm SEA:!S OF ARGIACEOUS Ll!':ESTOhE 650 200 GP.DES !i!TH i.Ut'lR8CS 2" TC 3' TH!CK ZOIIES ,\i.D BECS Of DARK GRAY CLAYSTO*r[, BROKEN AlO~G GOR!:IG COMPLETED 0/1 12/15/73 AT 203.0' BEOW1G S(CT10;\ BROKt}i ALOi~G CLAYSTO:,£ BEDS
- 7. q' OARK GRAY, SL! GHTLY :ALCAREOUS CLAYS TOI!£ ZONE AT 64.8' WITH T~lil STRJNGEnS Of GRAY LIMCSTO:,E SLCT!Oil BROKE'.!
- 4. 4' DARK GRAY CLAYSTONE ZONE AT 75' WITH 770 LIMESTONE SEAMS 90 760 ..
7SC lOC
!.3' GRAY CALCAREOUS CLAYS101iE zor:[ AT 101.9' 4" GRAY CALCAREO~S CLAYSTQtlE ZO:IE AT 106.5' 711-0 llC CRAD!l,G WITH OCCAS!O:IAL ODl.lTIC ZOIIES 130 720
)JO 140 4,2' DARK GRAY CLAYSTONE ZONE A" 145' 150 KEY COMANCHE PEAK S. E.S. D8 M UNDISTURBED SAMPLE BLOWS PER FOOT-Bfij STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORING RUN PERCENT RECOVERY-100 95-RO D. LOG OF BORING P-26 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-33
w
.-w w
w .... I.I.. ....w I.I.. w w BORING P-27 ~ w BORING P-27(Cont.) i: I.I.. I.I..
<.!)
z z0 <.:>~ 0 ?; SURFACE ELEVATION 844.14' ~ zo::
-o !a>
w
- i:
....ll.
COORDINATES N 230,140 E 911.840 ~w :r .Ju
...a. a.
- !;Cl
,.J w w
.J w ;;;~ SYMBOLS DESCRIPTIONS w 0 DESCRIPTIONS Cl 0 150 BRCv/11 SANDY CLAY WITH Ll1lEST01!£ GRAVEL 840 590 TAN, WEATHERED, ARG!LLACEOUS LlMESiO!;E WlTh Al,D GRWHSH-TAII Wf.AiHERED CLAYSTJNE W!IES 160
[GWI ROSE FORMATIOU) 5.0' TAIi AND MAY CLAYSTONE ZONE AT ll' W!TH 680 9' SAi/DY Sl!GHTLY CALCAR[QUS CLAYSTON[ 1011£ AT 165' THIil LIMESTONE BEDS LIGHT TO DARK GRAY ARGILLACEOUS L!MESTOl!E WITH ltliS[S AND ZOil£$ OF GRAV TO GREEIIISH-GAAY CALCAREOUS ctAVSTO!lE. THIN 8£0Dto TO MASSIVE. 110 82C
- 6/0
- 6. 5' GREEIHSH-GRAY, CALCAREOUS, SANOY CLAYSTOOE ZONE AT 24.5' WlTH THIN GP.AV LIMESTONE BAl!DS 180 e10
- 6.6' GRWHSH-GRAY TO GRAY, OCCASIONALLY SANDY 660 CLAYSTONE zo1;E A, 32.9' 190 800 650 4,0' GRAY CLAYSTOllE ZDtl( AT 46. 7 WITH mm SOR!% COMPLETED ON 12/17/73 AT 196.0' LENSES OF L ,!!ESTONE 200 790
- 7 .8' DARK GRAY CLAYSTOrlE ZOIIE AT 58' WITH OCCASIONAL mm ll~ESTOl!E BEDS 750 -
4.8' GRAY CALCAREOUS CLAYSTONE ZONE A, 68,3' 770 160 90 SECT!C~ SRQKEf; ALONG CLAVSTO~E 8EDS AT 91.4'-92.3' 150 JOO 740 6" CAlCARfOt;S CLAYSTOtlE ZONE AT 106' GRADES WITH OCL me ZOtlES 1.2' CLAYSTONE ZCIIE AT lli.O' 720-710 - 5.1' DARK GRAY CALCAREOUS CLAYSTOtlE ZOriE AT 138' 700 150 KEY COMANCHE PEAK S.E.$. DS M UNDISTURBED SAMPLE BLOWS PER FOOT--er.il STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELB'l' TUBE UNITS 1 and 2 l CORING RUN PERCENT RECOVER'h0O 95*RQO LOG OF BORING P-27 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-34
I- I-w w w w I- u. I-IL.
;g w
w BORING P-28 ~ w w BORING P-28(Cont} IL. <.!) u. z z 0 ~ ~~ SURFACE ELEVATION 844.08' 0 ~ i'.=
~ ~8 COORDINATES 11 230,040 ~ :r ~ ,J
- , o E 911,630 w
...J li:w w ~ ~ SYMBOLS DESCRIPTIONS w 0 DESCRIPTIONS 15 BROWi, SANDY CLAY :<ITH L!MfSTONE GRAVEL TAN l*/EA~HERED LIMESTOtlE WITH TAN CLAY SEAMS 340 690 -
GRADES LIGHT GRAY (GLrn ROSE FORMATION) 3 -l~NlPfr ~~::HERrn. cALCAREous cLAmoNE 160 10" GRAY C.~LCAREOUS CL.A.YSTOtlE ZONE AT 161' B30 680 - 6" GRAY CLAYSTONE ZONE AT 165' LiGHT TO DARK GRAY A*G!LLft.CEOLS UMESmlE wlTH WISES AND ZOHES Of GAAY TO GREE:USH-GRAY CALCAREOUS CL/\YSTONE. THIN BEDDED TO MASS !VE 170 3.3' GAAY, CALCAREOUS CLAYSTO!,E ZONE AT 22' c20 670 - s.s* GRAY CALCAREOUS CLAYSTCflE ZONE AT 29' 180 660 - 19 650 4.6' GRA.Y BORIIJG COMPLE,EO ON 12/21/7: AT 195.0' WISES 20 79 e,5" DARK GRAY CLAYSlQUE zo:,E AT 57' 78C 5.0' DARK GRAY CLAYSTONE ZONE AT 68' 770 760 750 GP.ADES WITH OOLITIC zor;ES 1.5' CL.~JS10IIE ZONE AT 100.7' GRWi!SH-GPJIY CALCARtOUS CU\YSTONE ZONE AT 103' 740 2,0' GREE:llSH GRAY, CALCAREOUS ClAYSTONE ZOIIE AT 111' 730 720 710 5 .4' ~ARK GRAY CALCAREOUS ClAYSTOt!E ZONE A' 137. 5' 700 L 7' DARK GRAY CLAYSTOl,E ZOIIE AT 145. 5' KEY COMANCHE PEAi( S.E.S. D a M UNDISTURBED SAMPLE BLOWS PER FOOT-el.I STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVERY-100 95-RQ.D CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING P-28 FIGURE 2.5.5-35
w w LIJ w LL LL BORING P-29 ~ w LIJ BORING P-29(Cont.)
~ Li.
z SURFACE ELEVATION 835,41' 0 g COORDINATES 1, 230,060 ~ :i:: E 911,450 > w I-C.
..J LIJ w 0 DESCRIPTIONS 150 680 160 670-20 170 Q,8' GRAY CALCAREOUS CLAYSTONE ZONE AT 21. 7' 3.7' OARK GRM CLAYSTOM: zor,E AT 23.l' WlTe SLlCKE'ISIDEO FRACTURE 810 SANDY ZOllES 660 -
180 6" SA',DY CALCAREOJS CLAYSTCllE ZONE AT 30.3' 650
- 800 SORING COMPLETED ON 12/13/73 AT 186.0 enom; ALONG CLAYSTONE SECS FRO>' 37, 9 '-40 .o
- 40 190 790 9.0' GI\AY TO DARK GRAY CALCAREOUS CLAYSTOl,E ZO!IE AT 46' wn" OCCASIONAL LlMESTONE BEDS 50 780 4.7' GRAY CALCAREOUS CLAYSTOME ZONE AT 57,3' 770 70 HIGH ANGLE SL!CKl:NSIOEO FRACTURE 760 80 75~
GRADING W!TH OOL!TlC ZONES 90
*~o 10{}
VERTICAL FRACTURE 73C llO 720 120 710
- 5. 0' GRAY CALCAREOUS CLAYSTOII[ ZONE A~ 128. 7' 130 WITH OCCASIOt,AL THIN LIMESTONE BEDS 700 4" GRAY CLAYSTCII[ ZOl,E AT l36.5' 140 690 lSG Amendment 67 February 5, 1988 KEY COMANCHE PEAK S. E. S.
D S M UNDISTURBED SAMPLE BLOWS PER FOOT-e[il STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORING RUN PERCEN"'.' RECOVERY-IX 95-R.0.D P SAMPLER PRES::it::D HYDRAULICALLY LOG OF BORING P-29 FIGURE 2.5.5-36
I-I- w w w w I- u.. I-lJ.. w w BORING P-30 ~ u, w BORING P-30 (Cont.) ~ lJ.. <.::> IL z c:,~ z SURFACE ELEVATION 852.45' 0 '.':: 0 ~ z a: ~ I
-o a:<-> COORDINATES N 229,770 E 911.400 ti> I w
I- w I-a.
- a. ::!;O
...J w
_J w DESCRIPTIONS w DESCRIPTIONS w 0 ~~SYMBOLS BROUI SANDY CLAY WITH LI:IESTQNE GRAVEL 700 - TMi WEil TH£RED L!MESTOllE WITH TAIi SA/IDY CLAY SEAMS (GL[l1 ROSE FORf'A':ONl 3i1ADES FRACT JR(D ALOll:i wEATHEREO CcAYSTOSIE '.60 690 -
- iRAY CALCAREOUS CLAvsro:1s ,i!TH IRON AND CARBOIIAcEOoS STAINS GRADEO TO MASSIVE L:'1ESTONE 10' CALCARECUS CcAYSTONE ZONE AT 168' L!Gl,T TC OAR~ GAAY ARG!LLACcOUS LIHESlOiff WITH 170 LENSES ArlD ZOil[$ OF GRAY TO GREEHISH-GRAY CAL-Ci,REO'JS CLAYSTOHE. THl:l BEDDED TO ~ASS!VE 4,5' GRAY C'..AYSTONE ZCllE AT 26,5' 18 670 -
- 2.3' GRAY CALCAREOUS CLAYST0:1E ZOiJE AT 39.4' 19 660
- 20 650 BCRlllG COMPLCED ON 12/1:i/74 AT 203.0' 2.0' DARK GRAY CA.LCAREOUS CcAYSTONE ZOllE AT 54.4' 7.:* CARK GRAY CAYSTOIIE zc:1[ AT 63.5' \.!Th Thn, ~E:lSES OF L!MES"Ol*E 5.~' DARK ~R~! CAcCAREOUS CLAY5T011E ZONE AT 73." ~ITH THJ,; SEA~.S OF LIMESTONE GRACES ~I:H OOLlT!C ZOPES
- l. 5' DARK GRAY CALCAREOJS, SANDY CsAYSTONE ZO~E AT 145' KEY COMANCHE PEAK S. E.S.
D 8, M UNDISTURBED SAMPLE BLOWS PER FOOT -81.il STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVERY i00 95-RQ.D CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING P-30 FIGURE 2.5.5 -37
f-w w LI.. BORING P-31 BORING P-33
;it; SURFACE ELEVATION 832 .37 SURFACE ELEVATION 806.17 ~ COORDINATES 229,145 N ~ COORDINATES 229,505 N 911,995 E 911,945 E ~ ..J w DESCRIPTIONS DESCRIPTIONS SROWii SANDY CLAY :i!TH SOME WEATHERED LIMESTONE BROWN SANDY CLA' ~IXED LIMESTONE GRAVEL 830 $RAVEL TA', \,;EA'HcRD LIME, TONE WITH ilRQ;;N CLAY TAN, SEVERELY WEATHERED LIMESTOi,E WITH ClAVSTONE G!.E~ ROSE FORMATION ft.' 2' LENSES. IRON STAl~ED, GLE~ ROSE i'ORMATION 800 TAN WEATHERED LIMESTONE l\TERBEDDED Mli" 3'6' TAN, SEVERELY '*EATHEREn CLAYSTO~E IRREGULAR TAN WEATHERED CLAYSTO~E, !~CH SBPlED ZC'iEAT6'4' 10 10 LlG>iT 70 DAR< GRAY ARGILLACEOUS U~ESTONE WI:~.
820 l'JC' GRi*YlSH G<EEN, CALCAREOUS CLAYSTONE AT 10' .E~SES A~~ ZONES OF GPA' TO GRHtl!SH GRAY LIGHT :0 DARK GRAY ARG!LLACEOUS F:lSSIL!FEROUS CALCAREOUS C~AYSTONE. llEDIUM BEODEC TO NASSIVE UNESTO~E ~ITH LE~SES ANJ ZONES Of GRAY TO 790 GREE~!Sr. GRAY CALCAREOUS :LAYSTONE. ~ED!UM l 1/s' DARK GRAV CLAYSTONE ZONE A, 10' B£0D£0 TO ~SSJVE 20 I' 10" J,RK GRAY CLAYSTG~E ZOH[ AT 12'6" 20 15.5'- 16.6' BROKEN ~~O~G CLAYSTG~E INTER'ACES 810 2'4" DARK G,AY CLAYSTONE ZONE A~ 23' AT l" INTERVALS Ai 20' GRAD1NG TO CLMSTO/lE 780 8' CARK GRAY CLAYS7o~E ZONE AT 21'7" SLICK ENS; DED SURF ACE 30 AT 26. 5' BROsE~ 30 AT 28.5'- 29, 7' BROKEt, 800 DARK GRAY C:.AYS:ONE ZG~E AT 36' 770 11" uARK GRAY CLAYS~0/1£ zor,l AT 32' 40 40 4' GRAY CLP.YSTcN[ ZOiff AT 4~'4" 790 3' 6" CLAYSTOllE ZC,E AT 44' 6' 760 GRADES OOLITIC 8-e' , *.R< GRAY CLAYSTO'.lE ZONE AT 47' l" 50 50 780 750 2' 7" GRAY CcAYSTONE ZONE AT 57' 7" 770 10' GRJ\Y CLAYSTONE ZONE AT 61' 10' 740 70 70 BOR!NG CO,lPLETED ON lli19/73 AT 72.0' 760 730 80 80 750 90 740 BORING CO~PLETED ON 11/29/73 AT 98.0' 100 730
><;:: y
[J DISTURBE:C GRAB SAMPLE D 5 M UNDISTURBED SAMPLE COMANCHE PEAK S. E.S. BLO1/2S PER FOOT --e{;j STA'lDARD PENETRAT ON TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TLIBE UNITS 1 and 2 I CCRING RUN PERCENT RECOVERY :oo ~~*ROD LOG OF BORINGS P-31 AND P*33 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-38
I- I-w w w w I- u.. I-u.. w w BORING P-32 ~ w w BORING P-34R
~ u.. u..
z z SURFACE ELEVATION 840.78 0 ;?; SURFACE ELEVATION S3C.06 0 ;?;
~ :r COORDINATES t, 229,370 ~ COORDINATES !i 229,550
- ,. I- E 911,960 >
w E 911,750 w 0.. ..J
...I uJ DESCRIPTIONS w C) DESCRIPTIONS w f'jQ 0 8.!C BROW!'., sAtmY Sil TY CLAY ;,,:TH GRJ.SS .£.JD ROOTS L iGHT BRG~i, S fl TY* SAi.JOY CLAY WITH UMES-:-OtlE GR,O,Vft W£ATHlR£8 L!MESTO/,E WITH f1EATH(R£0 CLAYSTG'IE ,EAl'S *At1 A!;O d$H7 GRAY Ll~ESTO!,E .1:H WEATHERED aLCAREOLS (GLE', ROSE FORl'ATJON) CLAYSTv!IE ZO~ES BRO,.Eh TO BAO\.*, B~OKEtl !I, ~OP 7' 5[( T!Ot, BROKE', (GLDI ROSE FOR'IATiO'i) 830 10 GR/ DES LIGHT GRAY TO TAIi LIGHT TC DA"'- GRAY ARG:La~CEOU~ LJMESTO~E Wl~b LrnSES tiJ1D D)UES Gf GRAY 70 GREHISH-(;R;.Y CA!..CAREOJS CLAYS70;~£ 820 20 fr'.\ BEDDED *o ~ASS!'IE 3.4 GRcEIIISH,GRAY CALChR[GcS CLAYSTOliE LONE Ai 20 1 , SAHCY W P~RT SlO 30 3.2' DARK GRAY CLAYSTC 1i[ zo:.E -\.T 31.
5.6' GRAV CLAi'STO~iE ZOtlE ,6,T 33.8' WITH
- u:1EROUS "!"HI!: at::s OF GRA'!' L:tiEST\XiE SECT IOI: 8ROKF1 8)0 40 GRADES WlTH FRACrnRES Al.ONG CLAYSTONE SEAMS 7 G,EE'l!SH-GRAY CLAYSTOrlE ZONE AT 44.3' SE.Cl li)f; 8ROKC1i 8" GREEIIISH-GRAY CLAYSTO~E ZOIIE AT 46' 7.8' GRAY CALCA~EOUS CLAYSTC:IE ZOIIE AT 46.2' 1" GREE!<lSH-GRAY CLAYSTOIIE ZONE AT 47' SA'IOY rn PART 6 G~EEiilSl:-GRA'f CLAYSiO:if ZOtiE 1\T 47 .6
- 790 50 4.7' GRAY TO GREu;:sH-GRAY CALCAREOUS C~AVoTOliE 5.2' GRAY CLAYSTO:iE zc1;~ A1 56.2 1 , SA:my zor,c AT ss *
- ii PA~~ 788 60 BORlliG COMPLETED ON 12/28/74 A" f,Q' 740
- 3. 0 1 CLAYSTO;,E ZO~IE AT 91' BORHIG COMPLETED 0:1 12/,/73 AT 96.0' KEY COMANCHE PEAK S.E.S.
D S. M UNDISTURBED SAMPLE BLOWS PER FOOT *8~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORI.NG RUN LOG OF BORINGS P-32 AND P-34R PERCENT RECOVERY* ooi9s RQD P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-39
I- I-w w w w I- u.. I-i.L w w BORING P-35R ~ w w BORING P-36R
~ u.. (!) i.L z <!)~ z SURFACE ELEVATION 831.81 Q ~ za:: SURFACE ELEVATION 829. C2 0 ~
I-
;$ :r:
-o O:'-' COORDINATES N 229,260 ~ COORDINATES 1i 229,160 I- E 911,720 >
w E 911 ,20 w 0.. ::;;o
...J w ...J w Q ~~SYMBOLS DESCRIPTIONS w DESCRIPTIONS 0 LIGHT TAti SAtlCY, CLAYEY LIMES TONE 3FiA\l!:l BROWN SANDY CLAY IHTH L!MESTO:,E GRAVEL 830 TAN AliO GRAY SANDY CLAY \HTH L,Mf.STCt!E GRAVEL UGHl TAN ~[ATHEREJ LIHE,70;IE, BADLY esC~£1i, 1,m1 SEVERELY WErHERE~ TA~ cLAYSTOfJE SEAMS (cLEt: ROSE FCRMA;JOII) 820 10 10 820 LIGHT TO D,~RK GRAY ARG!Lc/.EOUS LIMESTONE w:rn LH:SES Al,O ZO!iES or SRA' TO GREFIIJS"*GEAY CALCAREOUS CLAYST:lll[
T~Jr; 3ECDED TO MASSIVE 810 20 CAL:AREOUS 810
- 1. I, DARK GRAY CLAYSTOliE W:iE AT 23.4' 800 30 30 BOO 4.1' DARK G~AY CAcCAREOUS CLAY STONE ZOt,E AT 33. 5'
~lTH nm; ,E:,SES OF Ll~E~TONE 3.5' GRAY!SH-GREEli CALCAREOUS (LAYSTONE ZONE A7 36, l' (SEc;1or1 BROW;)
79G 790 e.O' DARK GRAY ANO GRWflSH-GRAY CALCAREOUS CLAYSTOl<E ZO!IE AT 44' AhD l<!TH OCCASIO.'IAL 9,3' GREHIS'i-GRAY TO DAR< GRAY CLAYSTO~E ZONE 700 Ll~ESTOt.E BEDS AT 47.3' .rn OCCASIONAL THIN L!HES~Gl,E BEDS 780 4.~~N5R~N G~~?AYSTONE ZONE AT 54.5', 770 1.0 1 GRAY CALCAREOUS CLAY:::7::tiE ZO~lf AT 59', SANDY 60 50 lll PART BORiliG COMPLETED O!i 12/28/73 AT 60. 0' BORING CCNPLETED Oil 12/29/73 AT 60.0' I-I- w w w w u.. I-u.. I-w w BORING P-37R ?;: w w 0 BORING P*38R
~ u.. i.L z
(.:> z C)~ SURFACE ELEVATION 816. 2'
~
(!)~ za:: SURFACE ELEVATION 830. 21' 0 ~ za:: Q -o
~
-o ~ ..Ju COORDINATES ri m,;a:
- r:
I-t0 COORDINATES Ii 229,0oO E 911,505 > w I I- 0..
~Cl
£ 91l 1 349 w 0.. ~Cl _j 0..
w
..J w
~~SYMBOLS DESCRIPTIONS w C, ;;.lj~ SYMBOLS DESCR IPT!ONS 830 - !? 0 iP.Jl A:W LIGHT GRAY SM!n c.Jvr TAii SAIIDY CLAY w!TH LIMESTONE GRAVEL TA>i WCATrlER£D L!MESTOrlE W!Tr WEATHEREC CLA\'STOtlE SEAl1$ 810 (GLE'I ROSE FORMA"!Otl) L!GclT TO uARK GRAV ARGILLACEOUS LiMESiO';E WITP ZOUES azo ., t,1D ,EtlSES or GRAY TO G~WllS*i-GRAY CLACi\REOUS CLAYST~:.[
Te!'i SEDDED TO ~~SSJVE (GcEN ROSE FORM1JQ;1) s::cn0*1 BROl:'.EN ALO"~G CLAYSTOi~£ r11TERFACES 810 20 14.S' OA.R~: GRA'r' CL.AVSTO',E Z:)'l[ AT 29,3' ,.:I:'-1 800 D:C4SIOi'lf.L THi~l U~ESTONE 3EDS 3.8' DARK GRAY MID GRED:SH-GAAY CLAYSTOIIE ZONE AT 31.6' WITH THUi BDS OF Ll~ESTOhE o.5' DARK GRAY CLAYSTQflE zoti[ AT 44' GRACES ;/ITH TRACE OF P'tRITE 5.3' DAR, GR~Y CLAYSTO,E ZDl,E AT 54.6', $AHOY Iii PART WITH OCCAS!Ct,AL Lll!ESTDII[ srns 770 - 50 sorING COM?~ETED ON 12/3:/73 AT 60.Q' BOR~~!G CO~PLE':£C O~i 1/4i74 AT 60,0' KEY COMANCHE PEAK S. E.S. D 8, M UNDISTURBED SAMPLE BLOWS PER FOOT-B~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVERY-100 95-RQ D CORING RUN P SAMPLER PRESSED HYDRAUUCALLY LOG OF BORINGS P-35R, P-36R, P-37R AND P-38R FIGURE 2.5,5-40
I-I- IJJ LIJ w w f- lJ... f-lJ... w BORING P-39R ~ w w BORING P-4OR ~ LIJ (!) lJ... (!)
"- z z (!) z (!)~
SURFACE ELEVATION 827.33' Q ~ zo:: SURFACE ELEVATION 806.0' 0 ~ zO::
-o
~ r I-
-o iu COORDINATES N 228,871 E 911,243
~
> r I-
...Ju
- a. COORDINATES ~ rn:f~~
w a. :;;o w a. :;;o w
~~
_J _J w OESCRIPTIONS w SYMBOLS DESCRIPTIONS w 0 ~~SYMBOLS 0 C hITH THU! BECS Cf BROWN SANDY CLAY WlTH LIMESTONE GRAVtL (GLEII RQSE FORMAT!O!l) ARG!LLACEOUS LIMESTOtlE WITH LENSES 3:;;) .. 820 TO GREEt,ISH-GRAY CALCAREOUS COLOR TO 11'. MASSIVE TO :HIN (GLEN R~SE FORMATION) T(, DARK GRhY ARGI ~LACEOUS L!1'1[STO'.:E \'i!TH LE'IS~S 3.4' GRAY Clft.YST0ti£ ZONE AT 13.'
~(,J;ES OF GRAY TC S<cEli!SH-GRAY CLilYS~OllE.
79-J - t.E:JDEQ TO MASSl'.if 810 SLICKENSIDED SLRFACE lo.2' eARK GRAY CLAYSTQt;E zu;E A~ :7.8' ,!Tr GRADES WITH OOLITIC ZONES OCCASIO'iAl r11;:: U!'iESlOiff BEDS 8CO
- 30 GRADES <i!TH OOLITIC ZOIIES l' CL,WST0~l£ ZOilE ,!,T ~2' 3, 6' GRAY CLAY STONE ZO~E AT 4()' WITH OCCASIO~AL LIMESTONE BEGS 4.7' DARK GRAY CALCAREOUS CLAYSTQNE ZONE AT 50.7' E' CLA'!ST2t>[ zo:,£ AT 55' 770 G's/ BORING COMPLETED ON :2/29/73 AT 60.0' I- I-w w LIJ w I-I- lJ...
"- w LIJ BORING P-41R ~
uJ LIJ r::, BORING P-42R
~ (!) "-
"- z z I;!):!: SURFACE ELEVATION 234. 9G 0 ~
(!)21: zcr SURFACE ELEVATION 825.84' 0 ~ zo:: -o
~ -o tu COORDINATES *1 ::za,m ~
-1(..)
a. COORDINATES N 228,660 E 910,850 E 911,COO Gi_J ::E Cl w ::;;o w ~~SYMBOLS DESCRIPTIONS
...J w ~~ SYMBOLS DESCRIPTIONS w; ~l/.T'J[R(i) Li!l[SCQ"IE olTli OCCASIONAL THI~ CLAYSTONE SP:)~i'l $Al,DY :LAY l-li7h l P*1(S~G-;;E GRAV(':..
3tOS. SECT!O~ BROKEt, ALO:,G WEATHEREO TAX TA'.i ~E~THERf.J ur-ics-:-011t :\:Ti-- 'iEA-;1[R[O THnl SE.l.~S CF cLAYSTDME. (~L[ll ROSE FOR~AT!GN) CL,,y5;0*1c ;BROW, AT TOP) :G,[11 ROS[ rn-~~T]Or:) l,7 P', trrn GRAY (LAYSTO~*E ZO'I[ A.T 12' llG:"'T TC DA~K GRAV ARSILL~CE:)LS Ll'1Es-m.t. \.ti';'~ ZO!JES A:;Q L;::~;S£S OF GR.A'!' TC GREE:;!SH<;:iAY CALCt.REOUS 810 C~AYSTorrE. MASSIVE T: *d,, 5EODlC LIGHT TC CARK GRAY ARGILLACEC(IS c,ESTOliE HT!H ZCl1ES A:IO LE:1S[S OF GRAY TO GRm<rSH-G~AY CALCAREOUS CLAYSTONE. TH;:, BEDDED :0 M~SS!VE t,.0' GRHliISli-GRAV CcAYSTO:IE ZONf AT 20.e 810 sRAOES .:r~ OCL!Tlc zo*1[S VcRY ARG!LLACEOUS, SR0¥.:'; AT 30' 9.0' DARK GRAY CL.~",TONE ZO~E ** 35' ~JTH z.e* CARK GRAY CAYS70il[ ZONE 1\T 35.4" (l((ASIQ;~AL T~W SEA:~S OF SAriDY C.t..LC.AREOUS C;.AYSTOt:E A~:~ Ll~£$TO;,E FRACTURED ALO:i:i CLAYSTOf:£ zor.;~s C.2' DAQK GRAY c_AYSTO: E zo:1£ AT ~4.8' ,/!:H 7' o;,RK GRAY CI.A*s1c,1t ZO'IE A' 46.2' 111TH CCCASIOIJAL TH!'I BAHDS Of c!l1ESTCl:E 780 lHFI BA'IDS OF Ll"EST2'JE, SECT:QN SROKE:J
.HRCJGHQU, 3.8' DAPK GRAY C:... J\YSTOf'l~ ZO'lE AT 55.3' 770 BORING COMPLET[D 1/i 112/74 AT 0.0'
~(JR!NG C0:1P,.[Tf0 m, L'2/74 AT 6G.0' KEY COMANCHE PEAK S. E. S.
D 8, M UlllDISTURBED SAMPLE BLOWS PER FOOT* *8tiil STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVER'!' 10c 95*RQ D COR. ING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORINGS P-39R, P*40R, P-41R AND P-42R FIGURE 2.5.5-41
f-l- w UJ w UJ l- Li. l-u.. UJ BORING P-43R ~ w w BORING P-44R ~ u.J u.. ll. {!) z SURFACE ELEVATION 791.42 0 z
- 1!: ~~ SURFACE ELEVATION 773.14' 0 :1!:
!;;::> J: l-COORDINATES lE, 910 ,iS0 228,550
~
i== J: f-
- i8
~o COORDINATES N 228,495
£ 9!0,60C w 0.. w 0..
...J u.J ...I w ~~ SYMBOLS DESCRIPTIONS w 0 DESCRIPTIONS w 0 0 0 790 TAl, SAIWY CLAY ,!Tfl SEVERELY WEATHERED L!MESTGNE BEDS ANO UMESTOt;[ GR!W(L 770 10 10 780 760 WHITE TO LlGHT TAN .IHESTONE il!TH TAI; WEATHERED S/\'iDY CUY\ WIH' LIMESTOllE GPAVEL BROKEN CLAYSTONE SEAMS (GLEN RCSE FORMAT!ot,) 20 LJG"' TO or.it< GRAY ARGILLACEOUS LI~ES10'1E WITH LEiiSES 20 770 A'W ZONES OF GRAY T~ G,EE!llSH-G,AY CALCAP.EOJS CLA YSTOt,L THIN TO MDIUM SED~EJ. 750 FRACTcRED ALOMG CLAYSTOl,E BEDS, GRADES WJ1H 30 OOLITIC ZOl ES 140 5' CLAYSTO!I[ ZCNE A: 34.$' GRADES 'a:TH OOL ;7JC 201,ES, FRAC'.URE0 ALO',G 40 40 :LAYST:JNE Z%ES 750 730 50 SC 740 720 60 60 BORJ!IG COMPLETD Qc; 1/4/74 AT 60.0' BORING COMPLEiD ON 1/3/74 AT 60. O'
...w w
u.
~
8
- u. (.?
BORING P-45R
~ :!!; ~~ SURFACE ELEVATION 767,66' a; ~ ::i:
li: i:2:; 8o COORDINATES :1 228,410 E 910,480
...J UJ ~ ~~SYMBOLS DESCRIPTIONS 0
75C 10 750 20 740
- 30 GRADI~!G W1"."K OOLITIC ZONES 730
- 40 720 L4' CARK GRAV CLA1tSTGiJE ZCNE A.': 56" 710 60 BORll:G CO~PLETED Gli 1/4/74 A, 74' KEY COMANCHE PEAK S. E. S.
D e, M UNDISTURBED SAMPLE BLOWS PER FOOT~etiil STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY* 100 95-RQD I CORI.NG RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORINGS P-43R, P-44R AND P-45R FIGURE 2.5.5 -42
r- r-w w w r w r lJ..
~
w w BORING M-1 lJ..
;?;
w w BORING M-2 lJ.. Cl lJ.. z Cl~ SURFACE ELEVATION+ 810,3 1 z SURFACE ELEVATION + 733.0' 0 ~ za:: 0 ~
.::. -o .::. ~
w iu COORDINATES 228, 150 N 912,398 E
~
w r I 0.. COORDINATES 228,597 N 912,348E
- ieO
...J ...J w DESCRIPTIONS w ~~SYMBOLS DESCRIPTIONS w a 810 DARK BROW"N CLAY WIIH ROOTS IN UP?ER 1' AND LIMESTONE 0 DISINTEGRATED LIMESTONE IN TAN CLAY MATRIX 1 FRAGMENTS IN LOWER 3" 730 LIGRT BROWN CLAY 111TH Ll!!ESTONE INCLUSIONS LJGHT GRAY ARGILLACEOUS LI~STONE; ?OSSilIFEROUS A."ID TAN LlMESTONE; MODBRATELY TO HIGHLY WEATHERED, HARD ootn:c WITH LENSES OF CALCAREOUS CLAYSTO~E TO SOFT, SLIGHTLY ARENACEOUS, FDSSILU'EROUS BOO 10 720 1 1 IRREGULAR FRACTURES AT 18 -20 790 20 20 710 GRAY CALCAREOt:S CLAYSTONE WITH LIMESTONE LEti:SES DARK GRAY CALCAREOt.'S FOSSILIFEROUS CLAYSTOt-E AND LAYERS 30 GRAY AR(HLLACEOUS LlMESTO!fEi FOSSILIFEROOS AND 700 OOLITIC WITH LENSES Of DAU: GRAY CALCAREOUS CU..YSTONE, HARD GRAY CALCAREOt'S CLAYSTONE WITH LIMESTONE LENSES G'R.AY LIMESTONE WiiB. CtAYSTONE i.,F,'.\l:",f:S AND NODULES DARK GRAY CALCAREOUS CLAYSTONE 'h'ITrl. LlHESTOt.E LENSES 770 40 LIGHT TO DARK CRAt ARGILLACEOCS LlMESTNE WITH LENSES 40 MID ZONES OF GRAY TO GREENISH-GRAY CA.LCAREOUS 690 ClAYSTONEt HOOElATELY WF..ATHERED TO FRESH, ME01t1'M CRAY LIMESTONE HARD TO SOFT* MEDIUM BEDDED IO MJ,.SSIVE GRAY CALCAREOUS CUi'.SiONE WITH UlCS!S OF LIMESTONE 50 CRAY ARGILLACEOUS LIKES'IOHE; .F0SSILltU0US AND 760 50 OOLIT!C WJTH 'THIN lllR[GUl..AI. LENSES OF DARR 680 GRAY '.'.:ALCAREOL!S curs*roN!:
750 60 60 670 l." CL.AYSTONE ZONE AT 69 1 740 70 70 660 BORING COMPLJITED ON 10-11-72 730 80 80 650 720 90 Nl!AR VERTICAL FR.AC!CRE AT 92 tJ"-93 1 i" 12" CLAYSTONE ZONE AT 98' J" 710100 700 110 2' -CLAYSTONE zom: 1 AT 109 6" l'l" CLAYSTONE ZONE Al' 115'6" 690 120 680 130 l' lil CLAYSTON£ ZONE AT l34 '9H 670 140 150 SORING COMPLETED ON 9-29-72 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. 0 8' M UNDISTURBED SAMPLE BLOWS PER FOOT- --81:il STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I PERCENT RECOVERY-100 95-RQO CORlNG RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORINGS M *1 AND M-2 FIGURE 2.5.5-43
f-w lA.J li.. f-
~
w w (,.!) BORING M-3 li.. z (.'.)~ SURFACE ELEVATION+ 755.1 0
;:: ~ za:
-0
<t I _Jo COORDINATES 229,090 N w f- 0..
- !EO 912,292 E 0..
_J w ;;\~ SYMBOLS DESCRIPTIONS w 0 0 tll LIMESTONE FRAGMENTS IN TAN CL.<\Y MATRIX 750 LIGHT 'tAN TO TA..', ARC1Ll.ACEO'ES LIMESTO:t'"E; MODERATELY TO HIGHLY WEAT!IERED 10 LIGHT TO DARK GRAY ARGILLACEOUS LL'1llSTNE *ITH LENSES AND ZONES OF GRAY TO GREENISH-GRAY CALCAREOUS MODERATELY WEATHERED TO FRESE, MEDIUM 740 MEDIUM !EDDEJ TO MA.SSIVE
~C(:ASJ.ONIJ.LY FOSSILIFEROUS 20 or DRILL WA!ER AT 21 t 12" CLAYSTONE ZONE A':
730 CR.A.DING TO GENERALLY MASSIVE 30 2 1 Cl.AYSTONE ZONE AT 32 1 720 GRADING WITH OCCASIONAL OOLITIC ZONES 40 710 50 11 1 1 6" CLAYS!ONE AT 51 1 l" WITH 3 LIMESTONE 700 TAYER AT 51 l6" 60 .3' 10 CLAYSTONE ZONE AT 60 1 690 70 1 1 6" CLAYSTONE ZOh'E AT 72 1 4 11 680 7" CLAYSTONE AT 17' 80 670 660 BORING COf!PLETED 0~ l 0 72 100 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. De. M UNDISTURBED SAMPLE FINAL SAFETY ANALYSIS REPORT BLOWS PER FOOT -8!;1 STANDARD PENETRAT;ON TEST s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY I CORING RUN
,oo ~5-RQ D.
P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING M -3 FIGURE 2.5.5-44
I-I- w w w w I-
\.L I-w w BORING M-4
\.L
?;
w w BORING M-4 (CONT.)
£: \.L (::> \.L
(::> z (.!):!!: z (::>~ Q ~ za:: SURFACE ELEVATION +828.2' 0 :!!: -o ztt:
~ r: -o a:u COORDINATES 229,585 N ~ .JU > I- 912,236 E w
0..
- i,D w 0.. ::;;o w
_J w 0 ;';;~SYMBOLS DESCRIPTIONS
..J w ~~ SYMBOLS DESCRIPTIONS 0 BROWN CLAYEY ~IT.-r Tk~ k'ID GRAY SAND M'D GRAVEL (DISINTEGRATED LIMESTONE)
TAh GRAVELLY CLAY 820 670 10 GRADING TO BLUE-GRAY LIGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WITH LENSES AND ZONES OF GREENISH-GRAY TO BLACK CALCAREOUS 810 CLAYSTONE; GENERALLY MODERATELY WEATHERED TO FRESH) 660 BORING COMPLETED 9-1-72 20 HARD TO SOFT, MEDIUM BEDDED 170 3 1 9 11 CLAYSTONE ZOJ:.."E AT 21 1 4 1 2" CLAYS'l'ONE ZONE At 28 1 800 30 790 40 1 8,8 11 CLAYSTONE ZONE AT 45 780 50 4 1 8' 1 CUYSTONE ZONE AT 56 1 770 60 GRADING TO GENERALLY MASSIVE WITH FEWER CLAYSTONE ZONES BELOW 61' 760 70 HIGH FREQUENCY OF CLAYSTOli'E LENSES AT 71' TO 85' 750 80 l 16" CLAYSTONE ZONE AT 85' 740 90 730 100 720 110 710 120 l '9" CLAYSTONE ZONE AT 127' 700 130 3' CLAYSTOl!E ZONE AT IJ2' HIGH FREQUENCY CLAYSTONE LENSES AT 135' TO 148' 690 140 4t6 CLAYSTONE ZONE AT 148 1 680 150 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. DB M UNDISTURBED SAMPLE BLOWS PER FOOT *-ai;ji STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 cl* PERCENT RECOVERY ,00 9o-RQ D CORING RUN LOG OF BORING M-4 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-45
I- I-w w w w
;- u.. I-u.. w w BORING M-5 ~
w w BORING M-6
~ u.. <.') u.. <.')
z z <.')~ SURFACE ELEVATION + 730. I' 0 ~
<.')~
z er SURFACE ELEVATION +738.6' 0 ~ zo:: i= -o ;::: -o COORDINATES 228,678 N -1u COORDINATES 228,712 N
- i:
I-a:'u 912,188 E
§ w
- i:
1-- a..
- ';:O 912,488 E w a. :::!!:O 0..
w _J w _J w 0 ;;J; ~ SYMBOLS DESCRIPTIONS w Cl ;;-1;~ SYMBOLS DESCRIPTIONS 0 BROWN SANDY GRAVELLY CLAY 730 0 Cl LIGli'f GRAY SILTY LIMESTONE SAND AND GRAVEL GRAY IO TAN SILTY LL\.fESTONE GF.AVEL D TA,~ TO GRAY ARENACEOUS LIMESTONE; HIGHLY WEATHERED LIGHT TO DARlt GRAY ARCILLACEOCS LIMESTONE 111111 730 0 LENSES AND ZONES OF GRAY TO GREENISH-GRAY 10 LIGHT TO DARK GRAY ARGILLACEOUS LlMf.'STOft"E 'WITH 10 720 LENSES AND ZONES OF GRAY ro GREENISH-CR,\ y CALCAREOUS CLAYSTONE; MODERATELY IJEATHERED CALCAREOUS CLJ,YS1toNIS: MODERATELY WEATERRED ro FRESH, HARD TO SOF'.t, MEDllJM BElJDED TO TO FRESH, ;wtD TD MEDIUM BEDDE) ro MASSIVE OOLITIC AT 12 1 TO 19' ii"!~TONE ZONE WITH LIMESTONE: LENSES 720 710 20 20 CLAYSTONE ZONE WITH LIMESTONE :..EN.SES AT 19' 710 2' U" CLAYSTONE ZONE AT 29' 700 30 30 1' SOF'!' GRAVELLY CLAYSTONE ZO!\E AT 30' 1 11 2 '4 SOFT CLAYSTONE ZONE AT 34 2 1 l ' 10 11 C:.AYS':'ONE ZONE AT 36 700 1 14 4 Ct.AYSTONE ZONE WITH LIMESTONE LENSES 40 40 AT 37t6" 690 1'10" CLAYSTONE ZONE AT. 47'4" WI7H SOME 690 680 50 LIMESTONE NODULES 50 4' CLAYSTONE ZONC AT 53' 10" WITH SOME LIMESTONE LENSES ,\.'<D LAYERS 680 13' CLAYSTONE ZONE WITH LIMESTONE LENSES 670 60 60 2' 11 11 CLAYSTONE ZONE AT 60'6 11 WITH SOME AT 59' t!MESTONE LENSES 670 70 660 70 CALCITE FILLED FRACTURE AT 70 1 660 80 650 80 10" SOFT FRACTURED CLAYSTONE AT AT 650 90 640 90 2 '10" CLAYSTONE ZONE WITH LIMESTONE LENSES 1'7" SOFT CLA'lSTONE ZONE AT 95-'2" AT 93'7" 640 630 100 100 BORING COMPLETED 9-7-72 BORING COMPLETED ON 9-7-72 630 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. D a M UNDISTURBED SAMPLE BLOWS PER FOOT- -a[jl STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 PERCENT RECOVERY-100 %-ROD I CORING RUN P SAMPLER PRESSED HYDRAULICALLY LOG OF BORINGS M-5 AND M-6 FIGURE 2.5.5-46
l-w t:i w LI.I lL.
"- l-w w BORING M-8 ~ BORING M-9 != C) z "- z C)~
SURFACE ELEVATION 804.9 0 SURFACE ELEVATION 739.0 0 ~ za:: j:: fi> -o
'ft_u COORDINAT ES 229,356 N COORDINATES 228,850 N
- t:
I-(l. ::. o 912,269 E w 912,3 I 8 E IJJ _J w _J w 0 ~ ~ SYMBOLS DESCRIPTIONS Ii.I DESCRIPTIONS 0 20to i.IGHT TAN WEATcEREJ, BROKEN, DOLOMITIC DARK 3R0Wl SANJY CLAY WITH GRASS AND ROOTS AT
- .j: Ll~ESTONE fllTH CPHITE HE!\LED FRACTURES TOP fOOT 800 GLEN <OSE FORMATION GRADES Wl7H WEATeERED, CLAYSTONE ZONES L:~ESTONE G~VEL l~ TAI, SANDY CLAY MATRlX 10:1 DR,LL WAER LOSS AT 9' 730 10 TA'I, A~5!LLACEfJUS, FOSS:LIFEROUS, WEATHERED TA~ SEVERELY *EATHEREO CLAYSTONE WITH SOME c:l!ESTONE WITH TAIi WEATHEPED CLAYSTONE wEATfiEREO L.S. GLE~ ROSE FORMATION AT 12' ZONES, IRON STAINED Ll'IESTON,, GRAY, FOSSILIF,ROUS, ALTER~ATING 790 ,iITH GR;..'1, FOSSILIFEROUS CLAYS TONE, BROKE~
SECTION B~OKE.~ ALONG CLAYS;"ONE 5£#1S cJGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WJT,J 4' G.~AY CLAYSTO~E ZONE AT 17' 9" 720 LE.SES ~'.ID ZONES OF GR~Y TO GREBJSH GRAY 20 C~LCAREOUS CLAYSTC*IE. ~EDI UM SEaOEJ TO MASSIVE 780 LIGHT ;~ DARK GRA"1 ARGIL~-*CEOUS rOSS'.LlfE,OUS unsTONE W!lH LE~SES AHC ZONES CF GRAY TO r,REENISH GRAY CALCARtOUS CLAYSTONE, ~ED'.U~ 710 30 arnorn TO MASSIVE a** G,<.Y CALCAREO~S CLAYSTO!IE ZONE AT 29 'l"" g** DAR~ GRAY CALCAREOUS CLAYST~NE ZONE AT 31' 2' 3ARK 3RAY CLAYSTc~E ZO~E AT 34' 770 8' J,\R, GRAY CALCAREOUS CLAYSTONE zo:1E AT 38' ALMOST VEia! CAL FRACTURE 6' DAR< GRAY C~AYSTOHE ZONE AT 40" 6' 1' GRAY CLAVSTONE ZONE~.-, 37'7" 700 40 GRADES iiITH OOLITIC ZO:'fES 40 GREEH!Sr GRAV, CALCAREOUS CLAYSTONE ZCNE Wi;H NUMEROUS T~!~ SEA~S Cf l.llt'STGNE 760 690 50 3" CALCAREOUS OOLITIC CLAYSTO.~E ZONE AT 50'6" 50 GRADES wtTH TRACES CF ?YRITE AT 6' ,;RENACEOUS LIMESTONE AT 47' 750 7' CALCe.REOUS CLAYSTONE ZONE AT SS' 680 60 60 GRADES ARENAC<OUS 740 2'4" o*q, G~AY CLA/STONE ZCNE AT 63'6"' 670 70 70 730 9' GRAY, CALCAREOUS CLAYSTOHE ZONE AT 70'3" WI~!" LIMESTO~E LE~SES BROKEN H; PL~.cES, GRAOIJ;G rn LWESTO~E w!TH 3EPTH 660 80 80 S0RHlG COMPLETED 0:1 lli22/73 A~ 80.0' 7' CLAYS TONE ZOt,E AT 83' 2" 720 10- CLAYSTONE zcr,;E AT 87 1 4 90 710 100 700 BORl"G rm1PtETD ON 11/19/73 AT 107.0' 110 690 120 KEY 0 !..}1STURBED GRA~ SAl¥PLE II [) 8 M UNO STURRED SAMPLE COMANCHE PEAK S.E.S. Bc.OW'.c PER FOOT -e:;;j STAl,Dt.RD P£NURAT;ON TEST FINAL SAFETY ANALYSIS REPORT S SHEL.BY TU Bf UNITS 1 and 2 CORING fWN LOG OF BORINGS M-8 T PERCfNT RECOVERY ,,:,,. '.'5-RC D AND M-9 P SAMPLER PRESSED HYDRAULICAL~ FIGURE 2.5.5-47
I-LLI LLI I-LL
~
LLI LLI BORING M-10 LL z SURFACE ELEVATION 767.0 0 ~
~
- r I-COORDINATES 228,368 N 912,372 E LLI 0.
..J !.,J LLI 0 DESCRIPTIONS 0 WHi~£, SEVERE,Y WEATHERED LIMESTONE GLEN ROSE FCRMATI ON WITH TOP 2" BROWN SANDY CLAY 100% DRILL wATER LOSS AT 3' TAN WEAT>iERED LIMESTC~E, FCSS!LI FEROUS, lRDN 760 STAINED 10 LIGHT TO OAR, Glt~Y ARGILLACEOUS LIMEST3~E WIT*
LENSES AND ZONES OF GRAY TO GREENISH GRA, CALCAREOUS CLAVSTQ~E. C'!D!UM BEDDED TO MASSIVE SECTIONS BROKEN ALONG CLAYSTONE H, HRFACES 750 8'6" GR~Y CLAYSTONE ZONE AT 20'6 WITH THIN LENSES OF GRAY LIMESTONE 740 5' GRAY CLAYSTONE ZONE W!TH THIN LIMESTONE BEDS AT 31.6' 730 720 50 SECT!OHS BRO<EH ALONG BLACK STAINED CLAYSTONE S~RFACSS 710 60 BROKE~ Al.ONG SllCsENSlOED CLAYSTONE 700 70 690 80 680 90 670 100 l '4' DARK GRAY CLAYSTCNE ZO~E AT 104' 2 660 4" CALCAREOUS CLftYSTONE ZONE AT 107' 9' 6" CALCARE~US GRAY CLAYS~Ot.E ZONE AT 111' 650 120 640 130 "; GH ft.HGLE SL; CKE NS !OED FRACTURE GRi,DES AR£NACEOUS 630 BORING COMPLETED ON 11/26/73 AT 145.0' 620 150 L.J KEY DISlJRBE~ GRAB SAMPLE COMANCHE PEAK S.E.S. D 8, f,< UNDISTURBE:l SAMPLE FINAL SAFETY ANALYSIS REPORT BLOWS PER FOOT 0 [A STANDARD PENETRATION TEST UNITS 1 and 2 S SHELBY TUBE LOG OF BORING M-10 T co'l1t,G Rur-. PER Ce, T RECOVE'l1- :c,:T'"-RQ c P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5. 5-48
... t:iI.LI I.LI I.LI LI.
...w BORING MS-7 LL t:i BORING MS-8
- !: w LI. (.!)
- !: 1:1 C) z 0
(.!)~
- !: z a: SURFACE ELEVATION 792 3' § :!; ~~ SURFACE ELEVATION 793. 3'
!i> J: ~8 COORDINATES 227,453 N ~ :x: tu COORDINATES 227,263 N li: 911,405 E > Ii: ::;; o 9 I I , 407 E I.LI ...J I.LI
- EO
~ ~ ~ SYMBOLS DESCRIPTIONS LLI
...J w
Q
~ ~aO SYMBOLS DESCRIPTIONS 0 0 LIMESTONE FRAGMENTS IN 'f,'.11 CLAY MATRIX LIGHT TAN CLAY WITH SAND AND GRAVEL SIZED ~!MESTONE 790 PART:CALES 790 UGHT UN TO TAN, ARGILLACEOUS LIKESTONE LlC!ff TAN ARCI1.LACECU$ LIMESTONE; RICHLY W!AT}l.ERED 10 10 1 CLAY LAYER AT l0'.2' 1'0 11' TAN SJ.N'.Yi CLAY CO!i'I'AIHl!fG LI!-:ESTONE PARTICLES 780 780 LIGHT 70 :>AR.'< ARGILi.*f..CEOUS LIHESTCNf WITH LENSES 1001 LOSS OF DRILL WATER AT 15' AND ZONES OF GRAY TO CR.EE}llSH-GAAY CALCAREOUS 'SLA'Y-LIGHT TO DARK GRAY ARGILLACEOUS LIMESTONE !JlTH S!ONE; MODEF,.ATEL;'. WEATHtRED '!O FRESH MEDI'!.r.-1 HARD LENSES A.~D zo~s OF GRAY TO GR!E:HSH**GAAY TO son, M:EDll..11 EE.D:'.)ED IO Y.ASSIVl:'.
CALCAREOJ;S CLAY STONE; XODERATELY WU.lllER.ED TO FRESH, MEDll:'M H>JID TO $0FT 1 HEDIUM 770 BEJOED '!'0 MASSIVE 770 GRADING OCCASIONAL!..Y. f'OSSlL!fEROUS GRADING OCCASIONALLY FOSSILJFEROUS 1 1 '8" CLAYS!ONE ZONE AT 28 J" 30 760 760 1 1' 5" CLAYSTONE ZONE AT 38 7u 40 40 750 750 121 ' NEAR VERT"i CAL FRACTURE 1" CLAYSTONE AT ,6' 50 S" CLAYSTONE ZONE AT 51 '3" 740 740 60 60 ll" CLAYSTONE ZONE AT Mi' 7:30 730 1 1 6" G.AYS'fONE ZONE AT 65' 70 720 720 BOR:NG C0)1l'LETED ON l0-5-72 SORING COMPLETED ON 10- 72 80 80 710 710 KEY DISTURBED GRAB SAMPLE D S M UNDISTURBED SAMPLE COMANCHE PE AK S. E. S. BLOWS PER FOOT- *8J;il STANDARD PENETRATION TEST s SHELSY TUBE FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 T CORING RUN PERCENT RECOVERY-1ooi90-R.QO LOG OF BORINGS MS-7 P SAMPLER PRESSED HYDRAULICALLY AND MS-8 FIGURE 2.5.5-49
FIGURE 2. 5. 5-50 (NOT USED) JANUARY 31, 1979
I- I-w w w w I-lJ..
?;
I-w w BORING DI -1 lJ..
~
w w <.:> BORING DI -1 (CONT) lJ.. <.:> lJ.. z <.:>~ z <.!)~ 0 ~ zcr: SURFACE ELEVATION 807. 9 0 ~ zcr:
-o ~ J: ;28 COORDINATES ~ J: .Ju > I- >
w I- 0.. w 0.. ::!EO 0.. ::!:Cl
..J w ..J w ;7i~ SYMBOLS DESCRIPTIONS w 0 ~~SYMBOLS DESCRIPTIONS w Cl 0 . . ,B,,,oUL=n"'ERS="'"AND="""cL_A_Y_ _ _ _ _ _ _ _ _ _ _ _ __ 150 TAN LIMESTONE WU!! THIN TAN CLAYSTONE ZONES.
1 WEATHERED, 0.8 GRAY CALCAREOUS CLAYSTONE ZONE AT 156.8'. 800 650 10 790 LIGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WITH 640 ZONES AND LENSES OF GRAY TO GRAYrGREEN CAL-CAREOI!S CLAYS TONE. MEDIUM HARD 1'0 SOFT; THIN BEDDED TO MASSIVE. 3, 3' GRAY CALCAREOUS CLAY STONE ZONE AT 20. 4 1 ~ BORING TERKI.NATED 8-1-72. 780 8
- 7' GRAY CARBONACEOUS CALCAREOUS CLAYSTONE ZONE AT 28.4'.
CASING INSTALLED TO 9' 770
- 2. 2' DARK GRAY CALCAREOUS CLAY STONE ZONE AT 42. 8'
- 1.0' GRAY CALCAREOUS CLAYSTONE ZONE AT 46'.
760 4' GRAY CALCAREOUS CLAYSTONE ZONE 55. 5'
- 750 740 3. 4' GRAY CALCAREOUS CLAYS TONE ZONE AT 6 7. 9'.
12, 8' GRAY CALCAREOUS, CLAYSTONE ZONE AT 72'
- 730
- 0. 8' GRAY CAI.CARF.OtJS CLAYSTONE ZONE AT 86. 8'.
720 710 700
- 1. 6' GRAY CALCAREOUS CLAYSTONE ZONE AT 110'
- 690 680 2' GRAY CALCAREOUS CLAY STONE ZONE AT 130'
- 670 680 150 (CONTINUED AT RIGHT)
KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D S M UNDISTURBED SAMPLE BLOWS PER FOOT~s~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I LOG OF BORING DI - 1 CORING RUN PERCENT RECOVERY-100 95-R.Q.D. P SAMPLER PRESSED HYDRAUUCALL.Y FIGURE 2.5.5-51
I- 1-w Ll.l w w LL. LL. I-w w BORING DI-2 BORING D 1-2 (CONT.)
~ u.. <!)
z (!)~ SURFACE ELEVATION 806.0 Q ~ zcc:
-o ~
w a:'u
- o COORDINATES
~~ SYMBOLS ...l Ll.l DESCRIPTIONS TAi.'l LIMESTONE WITH ZONES Mill LE~JSES OF TA.N CALC/\REOTIS C'LAYSTONE. l<BA:tllERED.
800 790 LIGHT DARK GR.A Y ARGILLACEOCS LIMESTONE WITH ZONES Ai."1D LENSES OF GRAY TO GRAY-GREEN CALCAREOUS CLAYS TONE. MEDIUM HARD TO SOFT 1 COM!'LE~ED 8 72 THIN BEDDED TO MASSIVE. CASING USED i~X CORE BAR.REL VSED 780
\ .9' :>ARK CALCAREOUS CLAYSTONE 28 I!..
770 760 3, 2' GRAY CALCAREOUS CLAYSTONE ZONE AT 51. 3'. 750 1 7.9:' GRAY 2ALCAREOUS CLAYSTONE ZGtVi'.: AT 63.8 , 740 4 1 ;)A!K GRAY CALCAREOUS CLAYSTC~E ZONE AT 73,3'. no 0.7 1 r.RAY CAI..CAREOUS CLAYSTO~E ZONF: AT 78,1 1 1
- 0. 6 1 GAAY CALCAREOUS CLAYSTONE ZOME A? 81, S
- 720 7 10 100 700 110 690 VERTICA: FR.AC'l:'URE 123.4 - 124.5 1
- 680 130 670 660 0.8' GRAY CLAYSTONE ZONE AT 146'.
150 (CONTINUED AT RIGHT) KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E. S. D S. M UNDISTURBED SAMPLf B!..OWS PER FOOT--8f:iiil STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORING RUN LOG OF BORING DI - 2 PERCENT RECOVERY-100195-RQD. P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5 -52
f- f-w w w w f- LL f-LL w w BORING D1-3 ~ uJ w BORING Dl-3(CONT.)
~ LL LL
<.'.)
z z <.'.)~ 0 ~ SURFACE ELEVATION 812. 0 0 ~ zcr
-o ~
w
- i:
f-a.. COOROINATES
~w ::i:
f-a:'-' a.. ;;;o
.J w .J w ;;;~ SYMBOLS DESCRIPTIONS lJ.J 0 DESCRIPTIONS w 0 TAN LTJ-f.ESTONE WITH ZONES OF TAN CALCAREOUS CLAY- '
158-810 STONE. VCGGY AND WEATHERED. 66 1
- 0. 3' CRUXl:,LY GRAY CLAYSTONE AT L56.2
- 10 16J 800 650 LIGHT TO DARK GRAY ARGILLAC[OLS LIHESTONE WITH ZONES AND LENSES rJF GRAY TO GRAY-GREEN CALCAREOUS CLA'r'STO~E. THIN BELDED TO MASSIVE; 170 790 ~fEDIL11 1L\RD TO SOFT. 640 180 780 630 190 770 1 620
- 3. 7' :JARK GRAY CALCAREOUS CLAYSTONE ZO~'T. AT 43.2 FROM 196-208 1 AR£ SEVERAL NEARLY VERTICAL FRACTURES.
50 760 610
- 0. 7' GRAY CALCAREOUS CLAYSTONE ZONE AT 56.5'.
60 2. 1' GRAY CALCAREOUS CLAY STONE ZONE WITH LIME- 210 1 750 STONE LENSES AT 58. 2
- 600 HOLE COMPLETED ON 7-28-72 J. 1' GRAY CALCAREOUS CLAY STONE ZONE AT 68. 9' . C:ASrNG SET AT 9' 70 740 1-. .1 1 GRAY CALCAREOUS CLAY STONE ZONE WITH THIN LIMESTONE LE~EES AT 72. 8'.
- 5. 7' GRAY CALCAREOUS CLAY STONE ZONE WITH 80 L1!{ESTONE LF'l'ES AT 78.5'.
730 90 720 100 710 110 700 120 690 130 680 140 670 150 (CONTINUED AT RIGHT) KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D El M UNDISTURBED SAMPLE BLOWS PER FOOT- -e[jjl STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORI.NG RUN PERCENT RECOVERY 100 95-RQD LOG OF BORING DI -3 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-53
1- 1-w w w w w w 1-w w BORING D1-4 ~ BORING D1-5
~ w z z SURFACE ELEVATION + 668. 3' Q SURFACE ELEVATlON +715 3' 0
~
COORDINATES
- i COOROINATES r:i.J w w DESCRIPTIONS ci DESCRIPTIONS TAN LIM:FSTONE: HlGHLY WF.ATHERED, FRIABLE, BROKEN 710 LIGHT TO DARK GRA.Y ARGILLACEOUS LIMESTONE WITH LtNSlS A,1l ZONES OF GRAY TO GREENISH-GRAY 660 10 10 CALCAREOUS CT..AYSTffNf.; MODERATELY WEATHERED TO FRESH, MED1tJM HARD TO HARD, MEDIUM BEDDED !O MASSIVE.
700 I' 6" CLAYSTOfil ZONE 1111H L!MESTOl!E LEl;SES AT 14 I 4" 650 6" Cf.AYSTO~E Z:O?tiE AT ~ 7' 6 11 LIG!\T TO DARK GRAY ARG!LLACEOUS L TMESTONE I/ITH 20 LENSES AND ZONES OF GRAY TO GREEN1SH-GRAY CALCAREOUS CLAYSTONE; MODERATELY h1EATHF.RF.D TO ltRESH, MtTHl,'M HARD TO HARD. ¥.£DID}'. BEDDED TO 690 MASSIVE 1 3 1 5" CLATSTONE ZONE W!Tll LIMESTONE LENSES
] 1 CLAYSTOKE ZONE WITH LIMESTONE ZONE AT 28 640 AT 20'7° 30 1 '10" CU.1STONE ZONF; WITH 1.lM.ESTONE LENSES AT 27 1 2" 680 630 40 40 l 1 2,i CLAYSTONE Z:Off'E ~ITH LIMESTONE LENSES AND NODULES AT 42' 7" 670 620 50 BORlNG COMPLETED Ol! 8-30-72 50 l '8" CLAYSTONE ZO!;E WITH LIMESTONE LENSES AND :N"ODULES AT 49 1 10" 660 610 60 l 1 6" CLAYSTONE ZONES lJITR LIMESTONE LENSES AND NODULES AT 6)' 6" AND 66 t 6" 600 70 BORING COMPLETED ON 8 72 590 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S.
D a M UNDISTURBED SAMPLE BLOWS PER FOOT- 9~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORl s SHELBY TUBE UNITS 1 and 2 T CORING RUN LOG OF BORINGS Dl-4 PERCENT RECOVERY 100195 *ROD AND DI -5 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-54
I-w w I-IJ..
~
w w (.? BORING DI-6 IJ.. z (.?~ SURFACE ELEVATION +662.4' 0 ~ z Cl:
~
> 128 COORDINATES w :EC>
_J DESCRIPTIONS LJJ 660
~~SYMBOLS TAK TO BlOWN SILTY CLAY 111TH GRASS AND ROOTS IN UPPER 2" GRAPING WITH SOME GRAVEL 650 GRADING GRAVELLY WHIT£ ARGILLACEOUS LIMESTONE WITH 1 ""~"S DF GRAY CALCAREOUS Cl..l.YSTON!: l!OU!R.lTILY llf.ATRllilID .um FRACTUII.ED 640 ,AN fO t:GH! GRAY LD(flSTOHl ~ITM Ct.AYSTO~E L!NSES; MODERATELY WEATHERED, HARD
\JllI'TE ARGILLACEOUS LI!<l!STONE WlTR aAYSTONE LENSES AND ZONES; MODERATELY WEATHERED, HA.>lD 630 l 14' 1 CL.AYSTO:t."E ZON!-: AT 41 '6" 620 610 2'7H SOFT CLAYSTONE ZONE AT 55 1 6>1 600
~ARK GRAY CLAYSTONE; son GRADING \llTH OCCASIONAL THIN LAYERS OF HARD 590 LIMESTONE 1' LIMRSTORE LAYER \/ITH CLAYSTONE LENSES AT 79 1 580 2' NODcLAR LlMESTON'E LAYER I/IT!! Cl./iYSTONE LENSES AT 82' 8" LIKl'.STONE LAYER A': 90' 570 LIMESTO,E LAYERS wrta CLAYS'I'OtiE LENSES AT 90 1
2" TO 91 '5" AND AT 93' TO 94' 100 I\ORC~G COMPLETED Oil 8-30-72 560 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S. DSM UNDISTURBED SAMPLE FINAL SAFETY ANALYSIS REPORT BLOWS PER FOOT-**8[;il STANDARD PENETRATION TEST UNITS 1 and 2 s SHELBY TUBE LOG OF BORING DI -6 I CORING RUN PERCENT RECOVERY-100 95 RQ D P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-55
I- I-w w w w I-I- LJ.. LJ.. w w BORING 01-7 ~ w w BORING D1-8
~ LJ.. (!) LJ..
z (!)~ z SURFACE ELEVATION 775.0 0 ~ zo:: SURFACE ELEVATION 660,0 0 ~
~ -o
- c 'irY COORDINATES £i> COORDINATES
~ I-0.. ::i:O w
...J
...J w w 0 ~ :1i SYMBOLS DESCRIPTIONS w DESCRIPTIONS 660 0 BRDiJN SILT/ C'..AY WITH AllUl;lJANT ORGANIC DEBRIS, GRASS WHITE IO 1'A."'1 t.L'-fESTDNE WITH T.*UN ZONES "OF fu 'CALCAR,7 A.3/4"D ROOTS IN ?OP 2 u EODS Cl.AYSTONE BROWN GRAVELLY SILTY CLAY 770 650 10 10 L 7' TAN TG GRAY CALCARSOUS CLAYSTONE ZOK'E AT 9. 9' TAN LIMESTONE WlTH TA...'-J CLAYSTONE LENSES* WEATHERED 760 640 20 LIGHT TO :)ARK GRAY ARGILLACEOUS L!MESTONE 1.JI'!H ZONES OF GRAY TO GRAY GREEN CALCAREOUS cu~YSTDNE. THIN 750 l. 1' GKAY CALCAREOVS CLAY STONE ZONE AT 2/i. 3' liEDDEJ) tO MASSIVE, ME!)Tt;'M 11.ARD TO SOFT 630 30 LIGHT TO ;)ARK GRAY ARGILLACEOUS LIMESTONE WITH L'r:~SES
/-;,."tO ZO~ES Of GRAY TO GRAY-GREEN CALCAR.E0US CU1YSTON£.
740 MEDIUM B.ARD TO SOY!' .. THIN BEDDED TO MASSIVE l.. 7. 1 GRAY CALCAREOUS CL.AYSTONE ZONE A-: 34 t , TOP l ' 1S WELL FRACTl:RED 620 40 1. 1 OXIDIZED L:::MESTOKE Al. 38.2' J. 4' DARK CRAY C:Al,CAREOUS CLAYSTOf-it ZONE AT 39. 3' 1.3 1 OXIDIZED l!~STONE AT 42,7 1 730 5' DA.RK Gfu\Y CALCAREOUS CLAYS10NE ZONE WlTH OCCASIONAL Ll!'ES1'0NE LENSES AT li5' 610 50 1.1' GAAY CALCAREOUS CLAYSTONE ZONE AT 53' 720 3.8 1 GR.4.Y CALCAREOUS CLAYSTONE A': 58. 7' 600 60 60 710 590 70 7 700 1 0,3' BROKEN CLAYSTONE ZONE AT 76,7 580 80 HOLE COMPLETED ON 7-27-72 CAS.!NG I!'JSTAL1..ED 1'0 31' 690 3,2' Of OXIDIZED INTERBEDDf.D CLAYSTONE AND !.1MESTONE AT 85.8' 90 0.7 1 VERTICAL FRACTURE A"f 93' 680 IOO 670 110 660 0. 3' SOFT GRAY CLAYSTONE ZONt AT 116. ?' L 3' GRAY CALCAREOUS CLAYS'.!'.'ONE ZCl<lE WITH DIAGONA FR.<\CTURE AT J 21' 650 640 HOLE COMPLETED ON 7-2$-72 CASING INSTALLED TO 56' KEY
;] DISTURBED GRAB SAMPLE COMANCHE PEAK S.E.S.
D 8, M UNDISTURBED SAMPLE BLOWS PER FOOT-B(;i STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I LOG OF BORINGS D1-7 CORING RUN PERCENT RECOVERY-100 95-RQD. AND DI -8 P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-56
I-w w I-u..
~
w w BORING D1-8-A u.. (!) z (!)~ SURFACE ELEVATION 790'+/- Q ::!: zo: I- -o
~
w
- .r:
I-tu COORDINATES (\. :::;;o
..J w DESCRIPTIONS w Cl ~~SYMBOLS 0 0 LIMESTONE GRAVEL IN LIGHT BROWN CLAY MATRIX Cl LIGHT TAli ARENACEOUS LIMESTONE; HIGHLY 1/EATREl<EIJ TAN TO CRAY CLAYSTONE~ VERY SOFT~ CALCAREOUS 780 10 LIG!!T TAN LIMESTONE; AREIIAC~OUS, !'OSSILIFEROllS, WEATHERED, \/ITH LENSES OF GliY CLAYSTONE
~ITE. TO L_lGJIJ' TAN LIK!S'I'ON£; CkYSTALLIN!, FOSSILIFEROUS GIIAT CALCAREOUS CLAYSTOt;E; 10SSlLIFtlOUS, 'I/ITH LE~SES 770 20 OF GRAY FOSSILIFEROLS LIMESTONE CLAYSTONF., SOFT, BROKEN AT ?.0' tO 23 1 LIGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WIT!! LENSES AND ZON£S OF GR.\Y TO GREENISH-GRAY CALCAREOUS CLAYSTONE; MODERATELY WEATHERED TO FR.ESH, MEDIUM 760 30 HARD TO SOFT, MEDI:JM BEDDED TO MASSIVE 4' CLAYSTOKE ZONE WI'.ni LIMESTONE. 'NODULES AND tE~,:SE.S A,:' 1.4 '
750 40 1' SOIT Cl AYSTONI: ZONE. AT 49' 740 50 1 2 t CL.AYSTONE ZONE AT 52 3 1 SOFT CLAY STONE ZONE AT 5 7' 730 60 1 1 SOFT, BROKEN CLAYSTONE ZONE AT 6-1' 720 70 1'10 80 l t CLAYS10NE ZONE WITH LIMESTO}IE NODULES AT 88' 700 90 1 1 7° CLAYS'J"ONE ZON! WITB LIMESTONE NODULES A.ND LENSES AT 94 '6 11 690 100 680 110 2° OOLITIC CLAYSTON"E WITH LIMESTONE NODULES AT 112' 670 120 660 130 2' BROKEN CLATSTOIIJl ZCl'I! WITH LD!ESTOh'E NODULES AND LENSES AT 132' 1 6 11 CLh..YSTO~ ZONE AT 137 650 140 640 150 BORING COMPLETED 10-14-72 KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E.S. D S M UND1STUR8EO SAMPLE BLOWS PER FOOT-s~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 LOG OF BORING DI-SA I CORING RUN PERCENT RECOVERY-ICO 95-RQD P SAMPLER PRESSED HYDRAULICALLY FIGURE 2.5.5-57
I- I-w w w w I- u.. I-u..
~
w w BORING D1-9 ~ w w <:> BORING D1-9 (CONT.) u.. u.. z z <:>~ Q ~ SURFACE ELEVATION 880.0 0 ~ za::
-o I- ~
w
- r:
I-a. COORDINATES
~
w
- r: ...Ju I- a.
- a. ::;;o w
~~ SYMBOLS ...J w ...J w 0 DESCRIPTIONS w 0 DESCRIPTIONS 800 0 !AN SANDY GRAVELLY CUY. TOP 1 11 1S DARK BROWN WITH 650 150 ROOTS, GRASS. ORGANIC DEBRIS L!GHT TAN LIMESTONE WITH THIN ZONES OF TAN CALCAREOUS CLAYSTONE 3' TAN CLAYSTONE ZONE AT 4' WEATHERS TO A Cl.AYEY 790 10 CONS IS TEN CY 640 160 LIGHT TO DARK GRAY ARGILLACEOUS LIMESTONE WITH LENSES 780 20 AND ZONES OF GRAY TO GRAY -GREEN CALCAREOUS CLAYSTONE 630 170 MEDIUM HARD TO SOFT, THIN BEDDED TO MASSIVE
- 1. 5' GRAY GREEN CALCAREOUS CLAYSTONE ZONE AT 20. 5' 770 30 620 180
- 3. 8' DARK GRAY CALCAREOUS CLAYS TONE ZONE AT 32. 7' 760 40 610 190 4' GRAY CALCAREOUS CLAYSTONE ZONE AT 45'. TOP 0.8' IS SOFT 750 5 600 200 0.7' DARK GRAY CALCAREOUS CLAYSTONE ZONE AT 201.3'
- 0. 6' DARK GRAY CALCAREOUS CLAYS TONE ZONE AT 204. 6' 7' DARK GRAY CALCAREOUS CLAYSTONE ZONE WITH THIN 3. 3' DARK GRAY CALCAREOUS CLAYSTONE ZONE AT 207. 2' LIMESTONE LENSES AT 5 7. 5'
- TOP 2, 5' IS SOFT 590 210 740 60
- 1. 5 1 GRAY CALCAREOUS CLAY STONE ZONE AT 6 7 1 730 70
- 1. 3' GRAY CALCAREOUS CLAYSTONE ZONE AT 70. 5'
- 0. 8' GRAY C.U.CAREOUS CLAY STONE ZONE AT 7 3. 6' HOLE COMPLETED ON 7-24-72 720 80 NO GAS ING !NSTAL LED 710 90 700 100 690 110 680 120 670 130 660 140
- 1. 8' GRAY GREEN CALCAREOUS CLAYSTONE ZONE AT 141. 8' 1
0,8' GRAY CLAYSTONE ZONE AT 145. / 650 150 (CONTINUED AT RIGHT) KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E. S. D S. M UNDISTURBED SAMPLE BLOWS PER FOOT~s~ STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORING RUN PERCENT RECOVERY-100 95-RQ.D. P SAMPLER PRESSED HYDRAULICALLY LOG OF BORING DI -9 FIGURE 2.5.5-58
I- I-w w w w I- I.J... I-I.J... w w BORING 01-10 g w w BORING D 1-10 (CONT.)
~ I.J... (!) I.J...
(!) z (!)~ SURFACE ELEVATION 797,0 z (!)~ Q g zo: 0 ~ zO::
-o Ii> :i:
-o tu COORDINATES fei> a:(.)
I- w :!!:0 w 0.. :::.o _J w w 0 ;;); ~ SYMBOLS DESC'RIPTIONS w
..J
~~ SYMBOLS DESCRIPTIONS 0 DARK BROWN SANDY SiLTY CLAY, GR.ASS ROOTS IN tO? 2 1' TA,.~ AND GRAY CI..AYSTONE. 4.8' DARK CRAY CALCAREOUS CLAYSTONE ZONE A1 153 1 6.5' TAN CLAYSTONE ZONE W1Tll OCCASIONAL mm ZONES 790 OF LU1ESTONE AT 1.5'. WEATHERS TO A SILTY CLAY 640
- 6. 5' GRAY CALCARf.OUS CU.YSTONE ZONE AT S' mm LIME-STONE BEDS IN BASAL 1 '
i 5-15.9 1 780 630 TO DARF: GRAY ARGILLACEOUS Lll-lESTONE \/UH ZONES 20 A."iD !.E.'iSES OF GRAY TO GRAY GREEN CALCAREOUS CLAY- HOLE COMPLETED ON 7-21-72 STONE. MEDIU}! HARD TO SOF1 mm BEDDED 'TO MASSXVE CASING INSTALLED 1'0 4 1 4' GRAY CALCAREOUS CL4.YSTONE ZO~E AT 25
- 770 30 760 DAR.I( GRAY CALCAREOUS CLAYS TONE ZONE A7. 37. 8
- DARK CRAY CALCAREOUS ClAYSTONE ZONE AT 39 . 9' 40 750 J' DARK GRAY CALCAREOUS CLAYSTONE Z(ME AT 50' J.5 1 DARK GRAY CALCA.c"IBOUS CU.TSTOflE ZONE WITH TIHN L11£STCWE LENSES AT SJ.$'
740 DARK GRAY C.>\I.CARECT.:S CLAYS':ONE ZONE AT 60 1 DARK GRAY CALCAREOUS CLAYSTONF. ZONE AT 63 t 730 70 720 80 710 90 1 0.7' DAR.-t: GRAY SANDY CA.:...CAREOl'-S CLAYSTON1: ZONE AT 94.5 1 l' L!GHT CRAY CALCAREOUS CLAYSTONE ZONE AT 97 ,1 700 100
- 0. 9 1 THe~ BEDDED SANDY CALCAREOUS CLA.YSTONE ZONE Af 103 I 690 110 680 120 670 130 DARK CRAY CALCAREOUS CLAYSTONE ZONE AT 131.l' DARK GRAY CALCAREOUS CLAYSTONE ZONE AT 136.5' 660 650 150 (CONTINUED AT RIGHT)
KEY 0 DISTURBED GRAB SAMPLE COMANCHE PEAK S. E. S. D S. M UNDISTURBED SAMPLE BLOWS PER F001- --s[i STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORING RUN LOG OF BORING DI -10 PERCENT RECOVERY-100195-RQ.D. P SAMPLER PRESSED HYDRAULICALLY FIGURE 2. 5. 5-59
LiJ LiJ I.A.
~
BORING SS-17 z SURFACE ELEVATION 802.4 Q
!,i' LiJ
..I LiJ DESCRIPTIONS BROWN SANDY CLAY WITH WEATHERED L!MESTONE GRAVEL 800 TAN, AND SEVERELY WEATHERED Li ME STONE ANO CLAY-STONE. GLEN ROSE FORMATION GRADES LESS WEATHERED 10 TAN, SEVERELY WEATHERED CLAYS TONE 790 JQ()j; DRILL WATER LOSS AT 11'6" TM, WEATHERED LIMESTONE, HIGH ANGLE FRACTURE LIGHT TO DARK GRAY ARGILLACEOUS FOSSILIFEROUS LIMESTONE WITH LENSES AND ZONES OF GRAY TO GREE~!SH GRAY CALCAREOUS CLAYSTONE. MEDIUM 20 BEDDED TO MASSIVE.
780 2'6" GRAY CLAYSTONE ZONE AT l,'4' 3'6" DARK GRAY CLAYSTONE ZONE AT 27'1" 30 770 25% LOSS IN DRILL l<ATER AT 35'6" 100% LOSS :N DRILL WATER 38'8" LOW ANGLE FRACTURE 40 760 50 750 3' OAR, GRAY, S/c~OY, CLAY STONE ZONE AT 51' 10" BROKEN Ai.ONG CLAYSTONE ZONES 60 740 1'8*' DARK GRAY CLAYSTONE ZONE AT 61'11" 70 BORING COMPLETED ON 11-14-73 AT 70.0' 730 KEY 0 DISTURBED GRAB SAMPLE D a M UNDISTURBED SAMPLE COMANCHE PEAK S.E.S. BLOWS PER FOOT-8J;I STANDARD PENETRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORING RUN PERCENT RECOVERY-I00195-RQ.D. P SAMPLER PRESSED HYDRAULICALLY Log of Boring SS-17 FIGURE 2. 5. 5-59a
f-LIJ Lu LI.
~
BORING SS-18 z SURFACE ELEVATION 790.0 Q
~
ILJ
-I ILJ DESCRIPTIONS 1,//im; TO GREANY, SEVERELY WEATHERED LIMESTONE GLEN ROSE FORMATtoN WITH llGHT BROWN SANDY CLAY CREAMY TO Ll GHT GRM WEATHERED, LIMESTONE, WITH THrN IRREGULAR SEAMS OF TAN AND GREENISH 780 10 GRAY WEATHERED CLAYSTONE ZONES LIGHT TO DARK GRAY ARG!LLACEOUS FOSSILIFEROUS LIMESTONE WITH LENSES ANO ZONES OF GRAY TO GREENISH GRAY CALCAREOUS CLAYSTONE, MEDIUM BEDDED TO MASSIVE
-2' GR/lYISH GRUN CLAYSTONE AT 15' 3" ~ITH THIN 770 20 ~EATHERED ZONES 100% DRILL WATER LOSS AT 25 '8" VERTICAL FRACTURE IRON STAIUED
!' DARK GRAY CLAYSiONE ZONE AT 27'5" LlMESiONE, GRAY, FOSSILIFEROUS, ARG!LLACEOUS 760 30 WITH CLAYSTONE lNTERCALAT!ONS 10" DARK GRAY CLAYSTONE ZONE AT 29'6" klGH ANGLE FRACTURE FRACTURE 750 40 1' DARK GRAY CLAYSTONE ZONE AT 40' HlGH ANGLE FRACTURE @ 48' 4" 740 50 4'6" DARK GRAY CLAYSTONE ZONE Ai 50' 6" ClAYSTOl<E ZONE AT 56' 730 60 TOTAL DEPTH
- 65, 0 FEET 720 70 KEY D 6. M UNDISTURBED SAMPLE COMANCHE PEAK S.E.S.
BLOWS PER FOOT--8~ STANDARD PE.Nf:TRATION TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 I CORING RUN PERCENT RECOVERY-100 95-RQD. P SAMPLER PRESSED HYDRAULICALLY Log of Borings SS-18 FIGURE 2, 5
- 5-59b
1-w w B LI.. Cl BORING TP- 2 I.I.. BORING TP-3 g ~~ SURFACE ELEVATION 762.6 SURFACE ELEVATION 7364
-o
- I: iu Ii: ::to
~ ~ ~ SYMBOLS DESCRIPTIONS DESCRIPTIONS
') 1 BROWN SANDY CLAY BROWN SANO! CLAY TAN, SEVERELY WEAT~ERED LIMESTONE GLEN ROSE 760 45 0 FORMATION TAN, WEATHERED, BROKEN, ARG!LLAC[OUS, LIMESTONE 730 GR~ES USS WEATHERED GLEN ROSE FORMAilON !RON STA!N£0, FOSSlLI-10 FEROUS, lNTERBED!J£D WITH THIN SEAMS OF TAN LIMESTONE, Tl\,~ ANO LIGHT GRAY WEATHERED, CALCAREOUS CLAYSTONE 750 FOSSILlfEROL'S, ARGILLACEOUS WITH IRREGULAR SEAMS OF CLAYSTONE 2'6" GRAY CLAYSTONE ZONE AT 12' WITH FOSSILIFEROUS GRAY LIMESTONE BANOS, 5" 720 LIGHT TO DARK GRAY ARG!LLACEOUS FOSSILIFEROUS LIMESTONE WITH LENSES AND ZONES TO GRAY TO CRUMBLY AT THE BOTTOM VERT! CAL FRACTURE 20 HIGH *ANGLE FRACTURE 20 GREENISH GRAY CALCAREOUS CLAYSTONE. M:.DIUM BEDDED TJ) MASSIVE.
740 LIGHT TO DARK GRAY ARGILLACEOUS, FOSSILIFEROUS BROKEN ALONG CLAYSTONE SEAMS Sllo:DSlll:D L!MCSTONE WITH LENSES AND ZONES Of GRAY TO 710 FRACTURE GREENISH GRAY CALCAREOUS CLAYSTONE, MEOlUM BEDDED TO MASSIVE. 30 30 J" GRAY ClAYSTONE 730 3' 3" DARK GRAY CLAYSTONE ZONE AT 24' 2*9** GRAY, CLAYSTONE ZON£ AT 28.2" 6" GRAY C\.AYSTGNE ZONE A, 34' 5* S' GRAY CALCAREOUS CLAYSTON£ ZONE AT 34' AND 700 THIN BANOS OF L!MESTOl<t 40 40 720 3" CLAYSTONE ZON£ 43'4" ALMOST VERTICAL SLICKENSIOEO FRACTURE 690 50 60 8" CALCAREOUS CLAYSTDNE AT SO' 8" 710 l' 6" GRAY, CALCAREOUS CLAY STONE ZONE AT 55' 6B0 60 60 700 TOTAL DEPTH
- 62,0 FEET TOTAL DEPTH 65.0 FEET 670 70 660 1-w Lo..l 1-LI..
~
Lo..l w BORING TP-6 tJ..
~ SURFACE ELEVATION 710.3
~
Lo..l
...I IJJ DESCRIPTIONS 710 BROWN SANOf CLAY W!TH WHITE LIMESTONE GAAVEL AND COBBLES LIMESTONE GRAVEL IN CLAY MATRIX 10 GLEN ROSE fOR!lAT!ON AT 9' 700 LIGHT TO DARK GRAY ARG!LLACEOUS FOSSILIFEROUS LIMESTONE WITH LENSES AND ZONES OF GRAY TO GREENISH GRAY CALCAREOUS CLAYSTONE.
MEDIUM BEDDED TO MASSIVE 6" CALCAREOUS CLAYSTONE ZONE AT 15'6" 690 20 4" DARK GRAY CLAYSTONE ZONE AT 19' 3 FRACTURE BROKEN ALONG CLAYSTONE $[AMS 3" CLAYSTONE ZONE AT 28' 9" 680 30 TOTAL DEPTH
- 29.0 FfET KEY D DISTURBED GRAB SAMPLE D S. M UNDISTURBED SAMPLE COMANCHE PE AK S. E. S.
BLOWS PER F00T-Stil STANDARD PENETRATJON TEST FINAL SAFETY ANALYSIS REPORT s SHELBY TUBE UNITS 1 and 2 T CORING RUN PERCENT RECOVERY-100195-R.QD. Log of Borings P SAMPLER PRESSED HYDRAULICALLY TP-2, TP-3, and TP-6 FIGURE 2. 5. 5-59c
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PIEZOMETER OBSERVATION Q *-T~E_!if BORINGS HAVt BEEN BLOWN DRY AT THE ~O_t-.4PLETION __Qf' _[)Rl!,,l,J_l'!Q._ FIGURE 2. s. s-77
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~ RESISTANCE BLOWS/FT. AMENDMENT 78 ..; 6. UNIFIED SOIL CLASSIFICATION SYSTEM. JANUARY 15, 1990 FIGURE 2
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- AMENDMENT 78 FIGURE 2.5.5-78 (Sh. 2)
JANUARY 15, 1990
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SYSTEM. JANUARY 15, 1990
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AMENDMENT 78 JANUARY 15, 1990
COMANCHE PU( STEAM ELECTRIC STAT!ON SITE GLEN ROSE, TEXAS J.0. NO. 16345.0J BORING NO. ---II N 9830.00 £ 10,000.00 808.6' SHEET_! OF ? COORDINATES GROUND ELEV. (I) V£RTfCAL N/A LESTER M. TYRAL~ INCLJNATION BEARING tNSPECTOR 12/11 /87 12/14/87 M.JA/0. CROMEANS DATE: START/ Fl NISH I CONTRACTOR / DRILLER lrf/A (FT)/ WAMCO STATJC GROUNDWATER DEPTH /DATE DRILL RIG TYPE
\
DEPTH TO BEDROCK <.a (FT) TOTAL DEPTH DRILLED 80.8 (FT) METHODS: DRILLING SOIL ROLLER CONE N()NE SAMPLING SOIL TMPREGNAH:O OlAl'lONO 3!T (NX), ANO DOV8l£ TUBE TYPE NONROTAT!NG !NNER CORE BARREL ORILL!NG ROCK SPECJAL TESTING OR INSTRUMENTATION P~E5SURE HSTS ANO !NSTALLAT!ON OF PlEZOl'ETER COMMENTS UNDER CRANE ADJACENT TO TUR81HE 8UllO!NG 1'8) c::0:: E o;li
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..J- <i: => <D l.iJ LA.I (I) a: a: 0::
606.6 0
- 2 .0' PLACED GRAVEL Fl LL -
- RUN l
100/100 - UMC$TON£. MEO:UM GRAY. FRESM, MODERATELY HARD, BEDDED, FOSSlllFEROUS, NO. I s- WIT!! MAIIY THI~ O[STORTtD LAYERS OF CLAY SEAMS. !NT!MATELY MIXED. PSIGE
- 7.9 -
- RUN 100/94
- 2 Tr~E{M} FLO\l{G)
- : ;-;: CLAYSTOHE, OARK GREENIS~ GRAY' FRESH,
- L!MESTONE, AS ABOVE son. WELL STAAT!FlEO {,... SHALE J.0 0. 34 9 4 798.6 10-
* * ' UMESTOHE AND CI.AYSTONE, INTIMATELY MIXED TOGETHER
- lO.S' t!MESTOIIE. AS ABOVE. BUT FA!RlY PUii£, 11£LL IHOOAATEO, FOSS!l!F£ROUS,
- RUN 100/94 M!O!UM GRAY NO, 2 -
- 3 PSIGE
- ll.G -
15
-
- 14. 7*
- - CLAYSTONE BANO, 0.2' H~EIM\ FLOWl(;'l" 0.60-
- UMESTONE. AS ABOVE l.O
-- RUN 4
100/54
- - FOSSILIFEROUS LAYER u
- 19. l' 788.6 20- CtAYSTONE, wtll STRAT!F!EO
- RUH
- 21. 2'
-. s 8*123 i,.,-
l!MESTONE, COMPETE HT
- VERY FOSSILIFEROUS CORE LOSS
- 0.9' (Cl.AYSTONE) 25-
- 24. l
-- CORE LOSS
- 0.6' ( CLAVSTONE)
';'TM£fM~ F'..0'J(2:
CORE LOSS
- 0.6' (C:.AYSTONE) >J.04 l\t!N ti 83/18 CLAYSTONE, WELL STRATff!EO 778.6 30 -
- 28.4' LIMESTONE, NUMEROUS CLAY SEAMS ll!XEO THROUGH THE UH!STONE I -
I I. DATUM IS SEA LEVEL OF 1929. 7' PS!GE :s EFFECTIVE PRESSURE (HEAO)
- 2. ~GROUND WATER LEVEL IN PSI
- 3. Bl.OW$ REQUIRED TO DRIVE
(/) 2"0.0. SAMPLE SPOON 6" OR COMANCHE PEAK S.E.S. I.I.I DISTANCE SHOWN USING I- 1401b. HAMMER FAl.LlNG 30. FINAL SAFETY ANALYSIS REPORT 0 z
- INDICATES USE OF 3001b.
HAMMER. ( ) INCHES OF UNITS 1 and 2 '0 SAMPLE RECOVERY.
- 4. 0k ROCK CORE RECOVERY/
z w ROCK QUALITY OESlGNATION. LOG OF BORING NO. 11 (.!)
- 5. STD. PENETRATION 1.1..1 RESISTANCE BLOWS/FT. AMENDMENT 78
..; 6. UNIFIED SOIL CLASSIFICATION SYSTEM. JANUARY 15, 1990 FIGURE 2.5.5-80 (Sh. l)
- I BORING NO.
SHEET_Z_OF COMANCHE PEAK STEAM ELEC'R!C STAT!ON GLEN ROSE. TEXAS J.O. NO. ____1_;_J_4s_._0_1_ _ _ __ SITE
~ -- ..,i Ea::Oa:i15 ;;:; 3 §~ "'
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w w~ Cl.. ....l::,
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-Jl. ' ClAYSTOHE. AS ABOVE 4
1.l'l!'STCIIE, 110DEAATELY FOSS!L!FEROOS : ClAVSTOOE. AS ABOVE
! NO. 4 PS {C,£ ]3.1
- JS. l 100/42 LIMESTONE. LIGHT GAAY, FR£S~. HARD, BEDDEO, AANGES FROM ~O~ERATELv
- P'.!Rt TO '.NT'.~.Hrt v HlXE~ WIT~ C?.Al SEAMS ANO D!STURSEO ClAYSTOl'IE LAYERS
!' .., ':':~s,~
768.6 40 - 45 - RUN I 00/l 00 Hl ~o. , l PSIGE ; 42, 1 0!ME(~) ~
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l -
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PSlGE
- 54.8 _
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~~
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- INOURATf0 wrrn 4
RANGES F'ftOM FAtRlY PUtU: .AMO FOSSILIFEROUS TO ,i(ll ~IX'£0 CLAY SEAKS. THE Rocx 1s VERY COMPETENT AND ONLY ttAS 6REAKS i 1 748. 5 60 - WHERE ~!NO~ CLAY SEAMS ARE PRtsENT f------ 1 1 NO. 7
- Lll'ESTONE, AS ABOVE
'T!~E l~I) ~
! PSIG£ 34.B -
3,0 D.00 - RUN PS!GE 48.9 - 65 - 3,D 0.14_ 10 100/100 PS:GE
- 63.8 _
3.0 O,Jg PSIG( * <8.9 - J.O O.Of-PSJGE 34.8 _ 738,6 70 - ! 3.0 ~LOU
, ~o. e
- 11rM£1111 rLow(Gr
- Lll'ESTONE, AS ABOVE
'.PS!GE
- 42.2 I 3,0 O.DO -
Allll 75 - 'PSIGE* 59.4-11 100/ 97 , ).0 0. 13 _
- )PS!GE
- 79.4
-- , 3.0 1
PS!GE , 0.42 - 59.4 - 72 S.6 -
- l 3.0 PS!GE
- I 3.0 G.24 42.2 0.00 -
80 TO
- 8().8'
- COMANCHE PEAK S.E.S.
1 FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 AMENDMENT 78 LOG OF BORING NO 11 JANUARY 15, 1990 FIGURE 2.5.5-80 {Sh. 2)
COMAHC~E PEAK STUM ELECTRIC SUT'.ON 'i SITE GLEN ROSE. rEXAS J.0. NO. 16145.03 BORING NO. --- SHEET OF COORDINATES
~ 9194.40 E 10179.40 GROUND ELEV. (i) 809.S' I VE~TlCAL NIA ,EST[q *. TYRALA INCLINATION BEARING lNSPECTOR l 2/9187 12/11/~7 MJA!G. ~A"~OP DATE: START/ FINISH I CONTRACTOR I DRILLER 20.3 (FT! / l /29/88 'llOSil STATIC GROUNDWATER DEPTH /DATE DRILL RIG TYPE l (FT) TOTAL DEPTH DRILLED 40. 4 IFTJ DEPTH TO BEDROCK A METHODS:
ROLLER COHE (6 lN. O!A~ETER) DRILLING SOIL NONE SAMPLING SOIL lMPREGNAT!:D OWiONO BIT 'SX). DOUBLE TUS(*TYPE ~ON~OTATi~G !sNfR CO~E JA,REl DRILLING ROCK PRESSCRE TESTS AND :NSTALLEO P!tZOMPER SPECIAL TESTING OR INSTRUMENTAT!ON ADJACENT 'O ELECTR!CAL IMO/SEClJR!H GATE. COMMENTS zj !::. a:: a: ~ o;:2: :i::: ;:::- w oi:l3 ~ "1i"~ 3 " I- uJ t;: w ...J w w::E
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- RUN l 100/100
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~,~rs,~HE PSJGE = 4. 9 ILS) LIGHT *o M(O!U~ GRAY. COMPPENT,l\MGES FQO~ CL(AN *0 ~ £.,LOW!G) -
5 - RUN [RREGULARLY M!XEC w!iH CLAYEY SEAMS '"AT ARE CONTORTED 3.C -
- 100/68 -
2 799. 5 10 -_, '"" CLAYSTONE. MER8to NO. 2 - RUH .J'. OAR~ GAAY, WELL STRATIF!EO
- 4 %/43 PSfGf" 9,S CLAYSrGNL "HIN tNTERBE, TfM(' ~' ~~OW{ Cl -
CLAYSTONE, TH!li lNTER8EO 3,D 15 -- RUN CLAYSTONE, THlN !NTERSfO 5 100/82 FOSSIL SHELL FRAGMENTS VERY FOSSll!FcROUS --
- -- VERY FOSSlL!FERO\IS 789. 5 20 -
l
- 21.1' CLAYSTONE. GREENISH GRAV, FRESH, SOFT, WELL BEDDED
*,o. J
-
- 23.2' UMESTONE, VERY FOSSILIFEROUS PS!GE
- 2~
- 7 -
- RUN - - - CLAVSTONE. TH!N !N'f<OEDS ~.::_L_~~~~,-
2, - 6 98/32
- 25. J' CLAYS TONE. lltLL BDDED '. ~ SHALE) ).0 -
i L!.'11:STONE ~!TH f~R!:GULAR CONTOR!to LAY£RS Of" CLAY SEAMS
- 79. 5 JO - -
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- 2. ,i.GROUND WATER LEVEL !~ o, r
- 3. BLOWS REQUIRED TO DRIVE (fl 2"0.0. SAMPLE SPOON 6" OR COMANCHE PEAK S.E.S.
- ..I DISTANCE SHOWN USING I- 1401b. HAMMER FALLING 30". FINAL SAFETY ANALYSIS REPORT 0
z
- INDICATES USE OF 3001b.
HAMMER. ( ) INCHES OF UNITS 1 Bnd 2
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~
RE Si STANCE BLOWS/F"'. AMENDMENT 78 w
...J 6 . UNIFIED SOiL CLASSIFICATION JANUARY 15, 1990 SYSTEM. FIGURE 2.5.5-81 (Sh. 1 )
BORING NO. SHEET_2_0F __ 2_ CQMAijCllE PEAK STEAi! ELECTRIC STAT!OH GLEN ROSE, TEXAS J.O. NO. _ _ _ _l;..;;6.;;.l4;..;;5..;..0""3_ _ __ SITE J s 0: ffi z Q w
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- PS!CE !8,8 _
-
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~~
3.30 -
- UHESTONE, AS ABOVE
--
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37 7 CUIYSTONE, *.S ABOVE L!H'ESTONE, AS ABOVE 40 - 769. 5 TO
- 40,4'
-- COMANCHE PEAK S. E.S.
- FINAL SAFETY ANALYSIS REPORT
-- UNITS 1 and 2 LOG OF BORING NO. 12 AMENDMENT 78 FIGURE 2
- 5
- 5 - 8 1 ( Sh
- 2 )
JANUARY 15, 1990
COMANCHf PEAK STUM ELECTRIC STAT!~N ., SITE GlEN ROSE, TEXAS J.O. NO. !6345.03 BORING NO. ---
?
COORDINATES N 9027.05 E 10105.25 GROUND ELEV. (I) 810.0' SHEET_I_OF VERTICAL N/A ~ESTER ~. TYRALA INCLINATION BEARING INSPECTOR 12/07/81 I l 2/09/A7 MJA/G. TAYLOR DATE : START/ FINISH CONTRACTOR / DRILLER STATIC GROUNDWATER DEPTH /DATE l~.S (FT) / ! !(R/88 DRILL RIG TYPE ~Oe!L 0-B TO 32.3 !J'Tl TOTAL DEPTH DRILLED 45.0 ('Tl DEPTH BEDROCK METHODS: DRILLING SOIL F!SHTA!t/TR!-CONE (6 IN. D!Al<fTER! NIA (NONE) SAMPUNG SOIL DRILLING ROCK NX (M?REGNATEO DlAl!OND at*. ANO DOUBLE *vsE TYPE NOHROTATlNG lNNER C~RE 3ARRH PRESSURE TESTS AHO lNSTAlL£D PIEZOMfTER SPECIAL TESTING OR INSTRUMENTATION AT SERVICE WATER INTAKE STRUCTURE (Sll!S) DRILLED !Nc'O ROCK. COMMENTS z~ t:. a:;a::
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15-790.0 20-
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- I I
l
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- INDICATES USE OF 3001b.
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- 4. 3/o ROCK CORE RECOVERY/
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- 5. STO. PENETRATION AMENDMENT 78 LOG OF BORING NO. 13 IJJ RES!STANCE BLOWS/FT.
...J 6 . UNIF'I ED SOIL CLASSIFICATION JANUARY 15, 1990 SYSTEM. FIGURE 2.5.5-82 (Sh. 1 )
BORING NO. _*il CCMANCHE PEAK STEAM ELECTRIC STA:!ON SHEET...'._. OF
---1 G:.EN "OS[, TEXAS 16)45.03 SITE J.O. NO.
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- KC1 99/ O J3.J' L:Ht:STONE. L'.GHT GRAY, FRESH, HMO COMPETENT WlTH ~!NOR FOSS[L D(R~.EAB ! Li TY T£S" NO. ' -
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- CA!..C ~IOlJS LENSES PSlGE
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l,O
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-- RUN 3 100/21 U~ESTONE. AS ABOVE PS * )6. 6 P~FIM\ FLO\/IG 1
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- OR!ENTtO.
TO
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- I --
- I
- I -
- i -
-- I j
j....j I i i i1 COMANCHE PEAK S.E.S. 1
-- FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OP BORING NO. 13 AMENDMENT 78 JANUARY 15, 1990 FIGURE 2.5.5-82 (Sh. 2)
COMANCHE ?U~ STEN! (LK:RlC ST,H :0~ 4 slEH ROSE, T£ XAS 15)45.')J BORING NO. SITE J.O. NO. COORDINATES
~ 1395.00 E 10621.47 GROUND ELEV. (I) 309. 2' SHEET I OF ?
tERT!CAL NIA :.ESTER ~. :YRI\LA INCLINATION BEARING INSPECTOR 12/9/87 12(11187 11.)A/8. CROM(lHS DATE : START/ FINISH I CONTRACTOR / DRILLER
- 8. 7 (FT} / ! /28/88 JAMCO STATIC GROUNDWATER DEPTH/ DATE DRILL RIG TYPE DEPTH TO BEDROCK 2. 5 (FT) TOTAL DEPTH DRILLED *O. i 'FT)
METHODS: ROLLC~ CONE (6 !N. OlA"fTER) DRILLING SOIL SAMPLING SOIL NONE DRILLING ROCK I~REGIIAHD O!Al1QNO Bl7 (Nn, ANO OQU8L£ ruBE-:YPE ~ONROTAT!NG ,~NR C8RE BAR,Ec
~RESSUR!i :£ST$ ANO rnSHLLED Pl£ZOIIETER SPEC,AL TESTING OR INSTRUMENTATION ADJACENT TO VN!T ! (SE SIDE)
COMMENTS z 5 E oilo::;O::
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- 2
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- 1 100/88 tRCLUS!ONS Cf FOSSIL *RAGM!HTS
- NA ' -
- Ul'ESTONt. VERY LIGHT GRM. FRESH. HMO, !MPURE, WITH THIN CLAY 9ANOS, PS " 4. 7 -
- R'JN 2
!RRfGULARL Y SPACED ANO CQNTORTEO FLCW' S :-
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799, 2 10 - to. r*
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4
-- !NTERBEOOfD UHESTQNE ANO ClAYSTOME. VERY sor. wr~H MANY ~ATU'lAL PS t:.:t ~ *1
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- j IS9. 2 20 -
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~o. ,
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C.04--j
- 4 99/21
-- MANY SHELL FRAGM'E~TS IN CLEAN L!Ml:STOIIE ll!TER8EO
~
- ~
CLAYSTONE, AS ABOVE, Wl:LL STAAT!FIEO ( "' S~AlE l 719.2 30 l I I. DATUM IS SEA LEVil OF 1929. 1, PSIGE !S EfFECT!VE P~ESSURE (H!AO)
- 2. ,i.GROUNO WATER LEVEL !M PS!
- 3. BLOWS REQUIRED TO DRIVE
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- INDICATES USE OF 3001b.
HAMMER. ( ) INCHES OF UNITS 1 and 2 SAMPLE RECOVERY. C 4. % ROCK CORE RECOVERY/ z ROCK QUALITY OEStGNATION. w :5. STD. PENETRATION LOG OF BORING NO. 4 (.!) L;.J l'!ESISTANCE BLOWS/FT. AMENDMENT 78 ..J e.. UNIFIED SOIL CLASSIFICATION JANUARY 15, 1990 SYSTEM. FIGURE 2.5.5-83 {Sh. 1 )
BOR!~G NO. --- 14 SHEET_z_ '.)F 1 COMANCHE PEAK STEAM fLECTR!C STATION GLEN ~OSE, TEXAS 16345.03 SITE J.0. NO.
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- FINAL SAFETY ANALYSIS REPORT
-- UNITS 1 and 2 LOG OF BORING NO. 14 FIGURE 2.5.5 83 (Sh. 2)
AMENDMENT 78 JANUARY 15, 1990
CO~HCHE *EAK STE~ ELECTR!C STATTON BORING NO. _1,_._ SITE GW! ROSE TEQ.S J.0. NO. l§H:;; Q1 H %51 .16 E 1~!'172.12 SHEET_! OF __z_ COORDINATES GROUND ELEV. (I) 809.0 VERTICAL MIA LESTER ~. TYRALA INCLINATION BEARiNG INSPECTOR 12/23/87 12/28/87 MJA/8. CRO!UNS DATE : START/ Fl NISH I CONTRACTOR / DRILLER DRY snLE (FT) I 1/29/88 OA..CO STATIC GROUNDWATER DEPTH/ DATE DRILL RIG TYPE
- 5. 5 (fT) 40. 7 iFT)
DEPTH TO BEDROCK TOTAL DEPTH DRILLED METHODS: DRILLING SOIL RCLt5R 'OH~ I§ ;H Qr&t1EIEBl NQijE SAMPUNG SOIL DRILLING ROCK IMPREGNATED OlAMONO B!T (NX). ANO ooueq; TUBE neE n!l~BOiaI'~~ [~~EB CCBE easm
?R(SSURE HST A/fO ,NSTALLAT!ON OF P!EZQMETER SPECIAL TESTING OR INSTRUMENTATION EAST OF 311-10, ANO ~EAR EAST IEqvrcE ROAD COMMENTS z°§ E olii a:ll::
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. 4 100/88 CLAYSTONE, DAU GREENISH GAAY, FRESH, SOFT, WELL ~EOOEO (,., SHALE) PS!S:t :r n. ': -
- '!"i~(~l f'lQwtr;; -
719.0 30 -
- Z~UMESTONE, AS ABOVE ).0 G, QQ -
I. DATUM IS SEA LEVEL OF 1929. 7. PS !GE l S EH(CTl VE PlESSU!lt ( HU.0 )I
- 2. GROUND WATER LEVEL l~ PSI.
'.3. BL.OWS REQUIRED TO DRIVE
(/) uJ 2"0.0. SAMPLE SPOON 6° OR DISTANCE SHOWN USING COMANCHE PEAK S.E.S. I-0 14011). HAMMER FALLING 30".
- INDICATES USE OF '.3001b.
FINAL SAFETY ANALYSIS REPORT z HAMMER. ( ) INCHES OF UNITS 1 and 2 '0 SAMPLE RECOVERY.
- 4. 3/4 ROCK CORE RECOVERY/
z ROCK QUALITY OESIGNATiON. UJ l?
!I. STD, PENETRATION LOG OF BORING NO. 15 1.1.l RESISTANCE BLOWS/FT.
..J 6 . UN!F:ED SOIL CLASSIFICATION AMENDMENT 78 SYSTEM. JANUARY 15, 1990 FIGURE 2.5.5-84 (Sh. l )
BORING NO. --- SHEET_1 _QF _,__ COMANCHE PEAK STEAM ELECTqrc STAT!ON GLtN ROSE, ~fXA:. : 6J4S. 03 SITE J.O. NO.
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<z
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CLAYS TO/iE, AS ABOVE
- "'n.*1
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- ~'...N
- JJ. 6'
.. i~f .,, ~ :_nw( :; *,
- LIMESTONE, AS ABOVE W!~H ,QM( WOGO FRAGMl:Hh i GM !7;;*'
I i~ 5 98/&i .;;.w 0.04 25-
- - 36.,.
'PSI~E
- 213.9
-
- 38.0'
,'.i.AYSTOkE, AS ABOVE . 5 .c
- PSfGE
- ZJ.9
- 0. 34 76, ; 40-
- K'JN 0 97 / '00
- 39. 2' LIMESTONE, ~. <
. Z' CLAYS'D'-t, AS ABOVE
,,,1 J GRAV, fOOERAT,LY rlARO I J.O . J9 40 I
- ~~~J ABOVE TD
- 40. 7' 1 7 i ~
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- ~
-1 17 7
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j-j COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT i I UNITS 1 and 2 1 ti". LOG OF BORING NO. .1 * .J AMENDMENT 78
.JANUARY 15, 1990 2.5.5- . (Sh.
FIGURE
COMANCHE PEAK STEAM ELECTRIC STAT!0H SITE _ _ _ _ _ _ _ _ _ _ _ cL_E_N_~o.:..s.:..E.:..*_rE.:..XA_s_ _ _ _ _ _ _ _ __ BORING NO. J.O. NO. 16J4S.OJ N !0160.00 £ !03~0.00 GROUND ELEV. (I) _ _a_oo;_._1*_ _ SHEET_! OF 2 COORDINATES VERTICAL H/A INSPECTOR _ _ _ _ _LE_s_rE_~_~_._r_y~-~---- INCLINATION BEARING DATE : START/ FINISH 121;s1s1 I *21161a1 CONTRACTOR I DRILLER 15 3 1129 188 OAMCO 1210 STATIC GROUNDWATER DEPTH/ DATE * (FTl / DRILL RIG TYPE DEPTH TO BEDROCK _ _ _ _3_.o_ _ _ __.,"'-FT'"'l TOTAL DEPTH DRILLED 40.0 METHODS: DRILLING SOIL ~OLLER CONE (6 !H. DIAMETER) SAMPLING SOIL .:..~.:::ON:.,:.E_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ DRILLING ROCK lMPREGNATE0 OlAMOHD BIT (HX). ANO \lOUBLE TUBE-TYPE H0NR0TAT!HG INNER CORE BARREL SPECIAL TESTING OR INSTRUMENTATION PRESSURE TESTS AND INSTALLATION PIEZOMETER COMMENTS...:..BE.:,_~_E.:,_E.:,_H_T.:..E~.:..*?.:..EAA_TU.:..R.:..E_W_AT_E_R_F.:..LU.:..'S_H_s_ro_AA_G..;,E_T_A_NK_A_H..;,0_E.:..*W_R0_A_D_N_0R_T_~..;,o_F_P..;,~_N_T_ _ _ _ _ _ _ _ _ _ _ _ _ _ __ SAMPLE DESCRIPTION IPRES 809.1 0
-- PLACE, GRAVEL FILL l.0'
*3, J CLAYSTONE, OAR~ GRAY. D!STUR8£0 STRAT!F!C,HIOH FRESH, SOFT 5 -
- RUN CORE LOSS FROM 5.0-5.1' UMCST0NE. LIGHT TO 1DIUM GAAY, FRESH, HARO,COMPETEHT, BEDDED, NARROW I:
l 98/82 FOSSILIFEROUS BEDS. !NTERUOS COKTAIN DIFFERENT OOU!ITS Of CLAY
- NTlMATELY MIXED WITH THE U'4EST0NE NO. !
l
;; 1(',7 -
799. I 10
- {:l0# 1 Gi
- J,C :),C:5 _
- CLAYSTONE !NTERBED, 0.6' )
15-
- ~!ME STONE )
)
1
* - C!.AYSTONE IMTERBEO, 1.0' ) AN lNTERVAL OF L:M!:STONE AND ':LAYSTONE
- llMESTOIIE ) !NTtRBEOS --
-- * - C!.AYSTOIIE !NTERBEO, 0.1' LIMESTONE, AS ABOVE
)
)
789.5 lO
-- *- CLAY STONE ll!UTOIIE I.NO CLAYSTON!:, !NTIMATELY MIXED PS!SE, 23,4 -
~ nowrs1-25 -
- RUN J 95/86
- 23. 7'
- CORE LOSS rROM 25.1'*25.3' CLAYST0HE, VERY DARK, GREENISH GRAY, FRESH, SOFT, WELL STRATlF:to ( w SHALEl J,O O.JO -
779. l 30 -
- CORE LOSS FRl)!o! 29.0' TO 29.Z' I
I. DATUM IS SEA LEVEL OF 1929. 7. PSI GE IS EFFECTIVE PRESSURE (HEA0) I
- 2. -i,.GROUNO WATER LEVEL
- 3. BLOWS REQUIRED TO DRIVE IS PSI .---------------------
(/) t'o.o. SAMPLE SPOON 6" OR COMANCHE PEAK S.E.S. uJ DISTANCE SHOWN USING l-o 140lb. HAMMER FALLING :30. FINAL SAFETY ANALYSIS REPORT z
- INDICATES USE OF :3001b.
HAMMER. ( } !NCHES OF UNITS 1 and 2 SAMPLE RECOVERY. 0 4. o/o ROCK CORE RECOVERY/ z ROCK QUALITY DESIGNATION. LOG OF BORING NO. 16 W 5. STD. i>ENETRATION
~ RESI STA.-.CE BLOWS/FT, AMENDMENT 78
_ '-. UNIFIED SOIL CLASSIFICATION SYSTEM. JANUARY 15, 1990 FIGURE 2
- 5 . 5- 85 ( Sh
- 1 )
BORING NO. SHEET_2_0F_2_ _
---16 COMANCHE PEAK SHAM ELECTRIC STATION GLEN ROSE. rEXAS '6345. 03 SITE J.O. NO.
5 Ea:: ffi §: ';' ~ z §5 ::"' Oa, Q ;:;: w
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w ::lia:<.> SAMPLE DESCRIPTION
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- 31. !'
CLAYSTONE WITH MINOR ( < O. 1 *) LIMESTONE LAYER
-- UMESTONE F0SS!ll'E~0US WITH !HIN (<0.01') CLAY SEAM i ":tp,iE;~) FLOW{ G)_
35- RUN
- ?4 .3' I CLAYSTONE, OARK GREENISH GRAY. FRESH, sc.r. WELL STRATIFIED ANO CLEA1 PS!GE 19. 7 -
- 5 100/42 l.O a
- 36.5' L!MESTONE, AS ABOVE,BUT MORE fOSS!LlftROUS -
- 37 .8' CLAYSTONE. \/Ell STRATJFJEO PS:GE 32. 7
- 0. 32 -
-
- 3q_4' LIMESTONE. ~S ABOVE, OUT LESS COMPETEIIT 5.0
,c TO
- 40,0' 769.1 -~
- I
- i -
- COMANCHE PEAK S.E.S.
-- FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORING NO. 16 AMENDMENT 78 JANUARY 15, 1990 FIGURE 2.5.5-85 (Sh. 2)
COMANC~E PEAK STEAi' ELfCTR:'. STATIOH SITE GLEN ROSE, TElAS J.O. NO.
'.6345,03 BORING NO. --- "
SHEET _!_OF 2
~ 9183.00 E 9872.QO 809, 2' COORDINATES GROUND ELEV. (I)
VERTICAL N/A :NSPECTOR LES.,.ER M. ':'l'!lA~A INCLINATION BEARING
; 2/11 /87 12/' 6/87 ~A/$ ... AV!.,:;R DATE : START/ FINISH I CONTRACTOR / DRILLER m
HOLE (FT)/ l/?B/88 l'08!L STATIC GROUNDWATER DEPTH/ DATE DRILL RIG TYPE 5.o IFTl TOTAL DEPTH DRILLED 79, 3 IFT' DEPTH TO BEDROCK METHODS: OOLLER CO!iE (5 IN. D!AMETER) DRILLING SOIL
~ONE SAMPLING SOIL
'.~POEGNAffO D!A~NC 0'.T (NX;, ,\NO DOUBLE TU8E-TY?E NONRCTAT!NG '.~NER CCR£ SARREL DRILLING ROCK SPECIAL TESTING OR INSTRUMENTATION PR£SSiJR£ TESTS ANO '.NSTALLArION OF P!(ZOHFER COMMENTS LOCATlC~S AT SLOPE
- WEST SECUR!TY FfNC£, ?00' WEST or SH 17, NEAR cwrs TUNNEL
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s
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- z ...J u V) ~ '3 <(
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- PLACE~ GRAVEL FILL 5-6,0' RUN
- l 100/61 UMES!ONE, MEO!U~ GRAY, FRESH, HARD, BEDDED WITH MANY IRREGULAR C:.Ar -
SEAMS
- RUN 799, 2 10 2 50/26
- CORE LOSS - CLAYSTONE , 1.0'
- - CORE lCSS , 0. 7' NO. ' -
- RUN J
VERY THIN CLAYSTONE uvrns Pl !GE 15 - 94/82 LIMESTONE AND CLAYSTON!. lNTtRMlXED STRA71F!EO ANO CONTORTED ANO INTERBWS BOTH IMF'."' F**)w, ,,--
-- 3.'.J
"'"."*'1
- 18.6' son, 789, 2 20 -
CLAYSTDNE. GREENISH GRAY, FRESH, THINLY SEDOEO
~o. 2
- 21. 4'
- LIMESTONE. W!'.LL !NOUR.ATED ANO VERY FOSS!LIF(RQIJS
- RUN 100/96 TP1[f.~1 ~LJW('.L 25 -
- 4 CLAYSTONE. VERY THIN l~TIR8EDS S.O 2 ~; l
- - CLAY51"0NE, vrnv THIN JN".'ERBEDS
- - LIMESTONE. MIXED wrn; OlSTlJR8ED CLAY SEAM """1 719, 2 30 5 100/51
.. 29.2' CLAYSTONE, DRAK GRAY, FRESH, SOFT, SEOOED I
I. DATUM IS SEA LEYH OF 1929, 1, PSIGE rs Hl'ECT!VE PRESSURE (HEAO
- 2. ~GROUND WATER L.EVEL !N PSI
- 3. BL.OW$ REQUIRED TO DRIVE u,
uJ 20.D, SAMPL.E SPOON 6" OR DISTANCE SHOWN USING COMANCHE PEAK S.E.S. I-0 1401b. HAMMER FALLING 30".
- FINAL SAFETY ANALYSIS REPORT z INDICATES USE OF 3001b.
HAMMER. ( ) INCHES OF UNITS 1 and 2 '0 SAMPLE RECOVERY,
- 4. % ROCK CORE RECOVERY/
z ROCK OUAL.?TY DESIGNATION. LIJ ~- STD. PENETRATION (.!) l.iJ RESISTANCE BL.OWS/FT. LOG OF BORING NO. 17 6, UNIFIED SOIL CLASSIFICATION AMENDMENT 78 ..J SYSTEM. JANUARY 15, 1990 FIGURE 2.5.5-86 (Sh. 1 )
BORING NO. --- !:1 SHEET 2 OF 1 C~'IANCH( PEAK STUJ' ELECiR!C IHTJCN GLE1i RCS£, HAAS 16345.03 SlTE J.O. NO.
.; ~
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Q z
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<( u.J 0.. uJ w w :iii a..Z
;i:. 0 0
a:: c.. ...: ~o!
> u.. UJ
'wu
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,l'j,,:. Jv
- i -
-
- 32. 4' L'.M{ITONE. MCHUi-: CAA¥, FRESH. '/£RV HA<O, '\ASS!YE HO. 3 --
- RUN J3.0' PSlGE
- 32. 1 JS-
- 6 100/>4
- 34,q*
CLAYSTON!:, AS ABOVE l,lMEiMl ~ o.oa
- Uk£STONE, THlN ALTERNAT!~G BEDS OF MODERATELY PURE L!MESTO~E l.O ANO LIIUTONE t!!XED W!TH t!.AY SEAMS
. 7 100/100 -
769. 2 40-NO. 4 PS!GE
- 41. 4
- RUN TrME(M) ~
- 8 100/100
- s. J o.n_
45 -
-- r~sTCNt, MEO!U!I GRAY' FRESH, MEOWM HARO, 8£0DED. !10$:LY 759. 2 so -
---- ~NFOSI !lf F!:ROUS.
W!TH LJ,STON£ CONTAINS lNTERBEOS OF I/ELL M:XEO CLAY SEAMS NO. 5 Tl~\M) :.lJl.!!l..!il_
~
PS!Gl: 12 .8 -,
- 3. C D,00
- ~
PS!GE
- RUN 9
'00/10~ J.o 50.8
~.oc ~
l 55 -
- I -:
749.2 60 -
- 5q_4' CLAYSTONE SEA~. OAR~ GRH~tSH GAAY, F~ESH, SOFT. BEDDED
~~
- TiM£fM:/ f:L0W(G1=
- ( ~ $HALE) !P>IGE
- 36.J _
-- RUN lO 100/94 L!ME'lTOHt. AS A80V£ 1.0 '.l.00 so. 3 -
P5!G£ 65 -
- 3.G PSIGE
- 55.3 -
1.0 0.00 _
- - 66. l'
- Ci.AYSTONE SEAi!, VERY THI~. AS ABOVE
- -~O. 7 7 )9. 2 70 -
- ~UN 11 100/81 LIMESTONE, AS ASOY£. 9U! SL!GKTLY >()RE COMPE1'ENT, 'JUE TQ T!M(CM "LOWIG)
SUGHTLY LESS CL-',Y SEAMS PSIGE
- 4?, 7
- 3,0 0.03
- PSIGE
- 59. 7
- U) 0~24 -
llUI PS!Gi.'. 75 - l? 100/91 3.0 *) ..87 l -
- - n.o* -
- CLAYSTOME ANO Lt'!ES70NE - TH!ij ALTERN.lTE ,AYER !NG <QR : .1' L !"IES~ONE 729.2 80 _
- TQ*79.3'
- COMANCHE PEAK S.ES.
-- ' FINAL SAFETY J'.\NALYSIS REPORT UNITS 1l and 2 AMENDMENT 78 LOG OF BORING NO. 17 JANUARY 15, 1990 FIGURE 2.5.5 86 (Sh. 2 )
...,~~----"""'"'"'
cO<.AHC,E PEAK STEAM ELECTR[C STATION SITE ___________ GL_E_H_Ro_s_E_._n_x_As_ _ _ _ _ _ _ _ __ BORING NO. J.0. NO. 16J45.QJ E 10,280.30 GROUND ELEV. {I) _ _s_os_._ 7 *_ _ SHEET l OF 2 COORDINATES
'/£RT !CAL INSPECTOR _____,_E_ST_,~_._M~._TY_AA~L~A----
INCLINATION BEARING DATE : START/ FINISH __ 12_1_z9_1a_1_ 1 __1_2_n_c_12_1_ CONTRACTOR I DRILLER MJA/8. CROMEANS
- 10. 7 (FT) / l/10/88 STATIC GROUNDWATER DEPTH/ DATE DRILL RIG TYPE DEPTH TO BEDROCK _ _ _ _,_.o___...a.:..IF-'-'TJ TOTAL DEPTH DRILLED 41.0 METHODS:
ROLLER CONE (6 !N. DIAMETER) DRILLING SOIL SAMPLING SOIL DRILLING ROCK PRESSURE TES"'.'S ANO !NSTALLAT:ON OF P!EZGMET[R SPECIAL TESTING OR INSTRUMENTATION COMMENTS AT AOM!N:STRAT!ON BU!LO!~G/GUARO ijQUSE SAMPLE DESCRIPTION 808.; 0 - PLACED GRAVEL FILL 5-6.0' RUN 96/0 RUN LIMESTONE, LIGHT GAAY, FRESH, H,\RO, BEDOEO WITH MAHY CLAY SEAMS 798.7 10- 97 /42 2
--
- 1 0.9' 12.
CLAYSTONE, DARK GREENISH GRAY, \/ELL 6EODEO, FREW. SOFT 1-----,1----1-----1 L:M!'.STCNE ANO CLAY STONE. M!XEO LAYERS
- l l.4' RUN 96/23 J
- LIMES:0NE. M!'.OIUH GRAY, FRESH, HARO, BEDDED w!TH SOME Mil:% :)F CLAY SEAMS, MANY HORIZONTAL PARTING RUN 4 '00/91 788. 7
- 20. 9*
CLAYSTONE, DARK GREENISH GRAY, FRESH, SOFT, WELL BEOOEO R1Jll
- 25. 1' 5 100/92
- L!M"fSTONE ANO CLAYSTONE, ALTERNATING lNTERBEOS 778.) 30 -
- 27 .8'
- 29. 9' CLAYSTON£. AS ~80VE LIMESTONE, AS ABOVE 3i DATUM IS SEA LEVEL OF 1929. i. PSICE IS EF!'!CT!VE PRESSURE (HEAD) J
- 2. ,i.GROUND WATER LEVEL !N PSI
- 3. BLOWS REQUIRED TO DRIVE 2"0.0. SAMPLE SPOON 6 OR (J')
I.I.I DISTANCE SHOWN USING COMANCHE PEAK S.E.S. l- 1401b. HAMMER FALLING 30". o z
- INDICATES USE OF 3001b.
FINAL SAFETY ANALYSIS REPORT HAMMER. ( ) INCHES OF SAMPLE RECOVERY. UNITS 1 and 2 O 4. 3/4 ROCK CORE RECOVERY/ Z ROCK OUAL:TY 0ESIGNATION. W ~- STD. PENETRATION LOG OF BORING NO. 18
- RESISTANCE BLOWS/FT. AMENDMENT 78
-l >. UNIFIED SOIL CLASSIFICATION SYSTEM. JANUARY 15, 1990 FIGURE 2 . 5. 5 8 7 (Sh. 1)
BORING NO. --- CCAANC~E PEAK STEAM HECTR!C STATlCN SHEET.!_ OF Gl!H ROSE, *BAS :6345.03 SITE J.0. NO. z Q
~ :r:- w E Cl: a:
w w:E 0~ e -;;: 0 z-g
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e: ... :13£
~
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~
- )
4
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i.M£f*' ~~--
*cC~:~,
35 -
- RUN lC0/42
- 34.2' LIMtSTONE, AS ASOVE --
6
- 35.4'
- CLAYS TONE, AS ABOVE, Wf".L 3EOOEO
-
- 37. 2'
-4
~
-- Ll"IESTONE, AS ABOVE I 768.7 40-TD
- 41,0' i
- j
-- "'1
- i j-
~
- COMANCHE PEAK S.E.S.
- FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORING NO. 18 AMENDMENT 78 JANUARY 15, 1990 FIGURE 2. 5. 5 87 (Sh. 2 )
CO!'ANCHE PEA~ STE~ ELECTRIC STATJQN 'g SITE GLEN ROSE, T[X>,S J.O. NO. 1 6345.0) BORING NO. --- N 9538.20 (9488.10 847. e SHEET _I OF 2 COORDINATES GROUND ELEV. (I) VERTICAL N/A LESTER M. TYRALA INCLINATION BEARING INSPECTOR 12/18/87 I 12/22/87 CONTRACTOR I DRILLER MJA/G. fAYLOR DATE: START/ FINISH
- 64. 5 (FT) I 1/Z9/88 DRILL RIG TYPE ...a8IL BO STATIC GROUNDWATER DEPTH/ DATE 5.0 (FT) 80.0 IFT)
DEPTH TO BEDROCK TOTAL DEPTH DRILLED METHODS: ROLLER CONE ( 6 IN, D!AMETER} DRILLING SOIL SAMPLING SOIL NONE DRILLING ROCK !1'!PREGNATEO OIAMONO BIT '.NX) MO OOUBLE -,.UBE-TYPE NONROTATING INNER CORE BARREL SPECIAL TESTING OR INSTRUMENTATION PRESSURE TESTS ANO !NSTALLAT!ON OF P!EZOMETER AT SW!TCHYARO RELAY HOUSE ( ~ HALF BETllEE~ .. 17 ANO 20) COMMENTS zj :z:;:- !:::. Om et:5 -;;; .::: ~ w w:!:
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...J-
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847 .8 0
- 5.0' 5
- RUN -
l 100/21
- 7 ,8' L!~STONE, MEDIUM GRAY, VERY WEATHERED, HARO, THIN BEDDED WITH !'ANY CLAY BANOS --
- CLAYSTONE, DARK TAN, WEATH(REO, MEDIUM son MASSIVE 837 .8 10 _
- 9, 5'
- NO. I -
- RUN LIMESTONE (LS), LIGHT MEO!UM GRAY, FRESH, MODERATELY HARD, VE~Y THIN P$IGE
- 19.& --
2 100/ 91 TO THIM BEDDED. MAHY THIN, <0. 1', INTERSEOS OF CLAY SEA IS ANO TIME'~) FLO*,d GI 15-
- CLAYSTOHE l. D 0.00 _
- 19. 4' 827.8 20 - CLAYS TONE, HEO !UM DARK GRAY, SOFT, FRESH, VERY WELL STRATI FI EO NO. 2
( ~ SHALE) PSIGE
- 13.0 -
-22.6' -
- RUN TI ME I M\
3.0
~
a.oa 3 100/44 25 - -
-- FOSS!LIF£ROUS BAND SHOWING SMALL voros
-- LIMESTONE, MEDIUM DARK GRAY, MEDIUM HARD, FRESH, THIN BECDEO.
CONTAINS O!FFERENT AMOUNTS OF !MT!MAHLY M!XEO THIN CLAY SEAMS 817 .8 JO - - I. DATUM !S SEA LEfEL OF 1929. I 7' PSIG£ JS EFF'tCTIVt PRESSURE (HEAO)
- 2. ,i.GROUND WATER LEVEL !N PS J,
- 3. BLOWS REQUIRED TO DRIVE 20.0. SAMPLE SPOON 6" OR
{/) COMANCHE PEAK S.E.S. w
... DISTANCE SHOWN USING 1401b. HAMMER FALLING 30. FINAL SAFETY ANALYSIS REPORT 0
z
- INDICATES USE OF 3001b,
..... HAMMER. ( SAMPLE RECOVERY.
) INCHES Or UNITS 1 and 2 a 4. % ROCK CORE RECOVERY/
z ROCK QUALITY DESIGNATION. w I.:>
- 5. STD. PENETRATION LOG OF BORING NO. 19 w RESISTANCE BLOWS/FT. AMENDMENT 78
...J 6 . UNIFIED SOIL CLASSIFICATION JANUARY 15, 1990 SYSTEM, FIGURE 2.5.5-88 (Sh. l )
SORING NO. SHEET ..::_OF COMANCHE PEAK ~TEAJC fLEC:'R:C STA'::CN SJTE _____________c_L_~N_R_~s_r_._ .. ::_x_A:_.____________ J.0. NO. SAMPLE DESCRIPTION 0 ~O. l
-
- 11. 6'
-- ~L:'..:. f'.:,JJ>J.. ~
- - QUN 4 100(96
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~
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~
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-- ~£ft:MS lOC/87
~
~
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-- ~s;c:£ 0 ,,.,
5~ -
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-- I
- I
! CcAYS!OHE, AS ABOVE
-1 I R'~'N
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- '00/4)
UM[,TQML l'.GHT GRAY, F~n,. HARi), oms£ C:...&.YSTO~t,
- '.rt-ff.STOHL ~('.)!UH CP),¥, PU:,SH. ~DlUJir HAPD. ~t*'.:Of.0 wt:-;; SOME 1-;u:11c:
7; - -
- 100/u !iF *:LA:! ~J::A~S
;,1,3*,..,.,4:-LAY~Ji/Nt LftY[t;'.
- COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 AMENDMENT 78 LOG OF BORING NO. l9 JANUARY 15, 1990 FIGURE 2
- 5 *5- 88
COMANCHE PEAK S1(AM ELECTRIC STATION ?'.J SITE GLEN ROSE. TEXAS J.0. NO. ! 6345.0l BORING NO. ---
~ 9818,60 (9912. 70 846. 5' SHEET I OF 2 COORDINATES GROUND ELEV. (ll VERTlCAL ~/A LESTER N. TYRALA INCLlNATION BEARING INSPECTOR 12/17/87 I 12/19/37 ~A/8. CROMEANS DATE : START/ Fl NISH CONTRACTOR / DRILLER
- 69. 2 (FT)/ 1 /10/88 OAMCO STATIC GROUNDWATER DEPTH/ DATE DRILL RIG TYPE
- 5. 0 '*Tl 80.~ !FT)
DEPTH TO BEDROCK TOTAL DEPTH DRILLED METHODS: ROLi.ER CONE DRILLING SOIL
~ONE SAMPLING SOIL
!MPREGNAHO D!AMONO B[T INX). ANO OOU8LE TU8E-nn: NONROTAT!NG tNNER CORE 8ARRH DRlLLING ROCK PRESSURE TESTS ANO [NSTAL!.Ar!ON OF P!tzOMETER SPECIAL TESTING OR INSTRUMENTATION COMMENTS 8H OH E S!OE OF RESERVOIR
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- CORE LOSS, 0. 3', 7. 5'.7 ,8' CLAYSTONE, TAN, WEATHERED, VERY SOFT, MASSIVE --
- LIMESTONE AilO CLAYSTON£. lNTlMATHY MIXEO 836. S 19 Ll!!ESTONE, LIGHT GRAY, "'°OE RATEL Y COMPETENT CLAYSTOIIE, VERY OARK GRAY, FRESH, SOFT, WELL STRAT!F!En NO.
PS!GE
- \.!MESTOI![, L!GHT-~ED!UH GRAY, FRESH, HARO, 8£00£0, CONTAtNS "1/CH CLAYSTONE INTIMATELY MIXED TOGETHER ~ ~Le.r
- RUH l 100/86 s.o 19 -
" -- - 1S.4' ClAYSTOH!. OARi GREEII GRAYISH, FRESH, POOqLY INOUAATED ANO POORlY
-
- 16.6' MOOED
- 1
- CORE LOSS, !7.8'-la,O'
- CLAYSTONE, AS ,'.BOVE 826. 5 20
- LIMESTONE, MEDIUM GRAY, FRESH, HARO, THINLY 8£0DEO. COHTA!NS INTERVALS or
- THIN CLAYSTONE SANOS
- 23,l'-VERY F0SSllff(ROUS INTERVALS ( ~ 1.0') AHO VUGGY NO. 1
- PS!Ge, 21.5 25 -
- RI/~
l 100/8~ LlM!:STOffE, AS A80V£
~ FLOW/
l.O O.GO-sJ-
-
- 28.0' 816. 5 30 - CLAYSTOHE. OAR!: GRAY. rRESN. SOFT. WELL STRATI nm ( ~ SHALE)
- i. DATUM IS SU. LEVEL OF 1929. 7. PS !GE ! S EFF£CT l VE PRESSURE
- 2. ,i.GROUNO WATER LEVEL (HEAD) IH PS!
- 3. SLOWS REQUIRED TO DRIVE
(/) 2"0.0. SAMPLE SPOON 6" OR COMANCHE PEAK S.E.S. w DISTA"lCE SHOWN USING
;- 1401b. HAMMER FALLING 30. FINAL SAFETY ANALYSIS REPORT 0
z
- INDICATES USE OF 3001b.
HAMMER. ( ) INCHES OF UNITS 1 and 2 '0 SAMPLE RECOVERY.
- 4. % ROCK CORE RECOVERY/
z ROCK QUALITY OESIGNAT!ON. LOG OF BORING NO. 20 w ~. STD. PENETRATION C) LIJ RESISTANCE BLOWS/FT. AMENDMENT 78 ..J 6. UNIFIED SOIL CLASSIFICATION JANUARY 15, 1990 SYSTEM. FIGURE 2.5.5-89 (Sh. l )
BORING NO. ---20 SHEET_2_0F_2_ _ COMANCHE PEAK ST£A14 ELECT~!C STATION GLEN ROS£. TEXAS 16345.03 SITE J.O. NO.
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SAMPLE DESCRIPTION PRESSURE 'EST ( 7}
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.J ~
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- - 30.9' HO. 3 PS!GI:
- 32 .8 -
35 -
- RUN LIMESTONE, MEOIUN GRAY, FRESH, MEDIUM HARO, BEOOEO. CONTA!~S ZONES T!ME[Ml FlllllfGl -
4 100/91 0.03 _
-- OF INTlMATELY MIXED AND OISTUR8EO CLAYSTONE l.O eo6. s 40
- RUN - 41.2' CtAYSTONE ~o. -
- 5 96/52 4 PSIGE
- 42,2
~ FLOll(G)-
45 -
- UMESTONE, MEOIUM GRAY, F~ESH, MEO!UM HARO, BEOOEO, WITH CLAY SEAMS s.o .98 -
- RUii -
-- 6 99/14 796. 5 '0
- NO. 5 -
- - 51.9' CLAYSTOHE, DARK GRAYISH-GREEM, FRESH, SOFT. WELL STRAT!FIEO OSIGE
- 54. 5 55 -
- RUN 7 100/42 Tl ME I MI F..hQIWU_
3.0 0,06 _
-55.2'
- WUTONE AHO CLAYSTOIIE, W!:ll STRATIFIED, ALTERNATING INTERBEDS -
186,5 60
-
- 60.0'
-- - 61,8' L!MESTONE. LIGIIT GRAY, FRESH, HARD, MASSIVE NO, 6 T!JollilH) ~
- CLAYSTONE, DARK GAAYlSH-GllEEN, WELL STAAT!Fl£0 PSIGE
- 36.3 -
65-
- RUN 8 95/23
- 65.0' LIMESTONE. AS AR/Wt l.O o.oo -
?SIGE
- 50.8 -
-
- 66.1' 3.0 bSIGE
- 65,8 _
0.00 _
- CLAYSTOIIE. AS ABOVE 0,00 _
--
- 67 .B,'..-: LIMESTO!IE. AS ABOVE.
- 68,8
- CORE LOSS, 3.0
- 69. 47--...cl.A YSTONE. AS ABOYE 716. 5 70 NO, 7 1.!!!.l!tl. ~
PSIGE
- 43,C llllll 3.0 0.00 _
g LIMESTONE, LIGHT GRAY, FRESH, HARD, BEDDED, MINOR Ol STURBEO 100/100 INTERVALS WITH CLAY PS[GE
- 60.0 _
75 -
-- 3.0 PSIGE
- 80.0 D."C _
- 3.0 0.01 _
766. S so
- TD
- so.o*
--- COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 AMENDMENT 78 LOG OF BORING NO. 20 JANUARY 15, 1990 FIGURE 2.5.5-89 (Sh. 2 )
COMANCHE PEAK STEAM ELEC1RIC STATION SITE __________G_LE_H_R_os_E_._~_n_As__________ 16345,0J BORING NO. J.0. NO.
£10465.24 GROUND ELEV. (I) _ _ 80_6 *_
8 *_ _ SHEET I OF COORDINATES BEARING H!A !NSPECTOR _ _ _ _L_,_sr_r._R_~._n_RA_L_A_ _ __ INCLINATION 12/28/87 / 12/29/87 M.JA/G, TAYLOR DATE : START/ FINISH CONTRACTOR / DRILLER STATIC GROUNDWATER DEPTH / DATE 18.8 !FT! 11m,as DRILL RlG TYPE TOTAL DEPTH DRILLED 39. S IFT) DEPTH TO BEDROCK u !FTl METHODS: ROLLER CONE (6 !N. DIAMETER) DRILLING SOIL NONE SAMPLING SOIL ORILL!NG ROCK !~PREGNATEO O!A/o!ONO en (NX), DOUBLE TUBE-,YPE NONROTATrNG !~NER CORE 9ARREL SPECIAL TESTING OR INSTRUMENTATION PRESSURE mrs ANO rN,TAtlATION OF P!tzo11ETER COMMENTS SEH!NO AOMlHlSTRATION 9U!LO!NG - LAiES!OE (SOOTH) IPRESSURE 7EST( 7) SAMPLE DESCRIPTION so6.a 0
- PLACED GRAVEL F!LL 0 -
- RUN 1 100/47 trMESTOIIE, UGHT GRAY. W£AT1!EREI>. MODERATELY HARD, arnorn. CLAY SEAMS ARE L!GHT BROWN \IEATHEREO 796.S 10 -
-
- 9. 5'
'CORE LOSS, O.J'
- RUN 15-
- 2 97 /79 U!'IESTOllE AHO CLAYSTONE, LIGHT GRAY. AN!) GREENISH GRAY, FRESH O!SCREET LAYERS TO DISTORTED AND DlSTUR8(0 ZONES 786,8 20-
-
- 20. S'
-- RUN CLAYSTONE. OARl GRAY, rR£SH, SOFT WELL 8rDOEO 2S-
- l W/11
- 24. 6' LIMESTONE LIGHT GRAY, HARO, FOSS!ll,ERO'JS
- - 25. 9*
--
- 28.l' CLAYSTONE, AS ABOVE, BUT WITH nm INTERBHlS OF LIHESTOHE 716.8 30 - ~[!IESTON£. ~$ ABOVE. ~ossrureROOS -
I (/) I. OAT UM IS SEA LEVEL OF 1929.
- 2. ,i.GROUNO WATER LEVEL J. BL.OWS REQUIRED TO DRIVE 20.0. SAMPLE SPOON 6" OR
- 7. PSIGE IN PSI rs
.------------------,1 Ef'fECTIVE PRt:SSURE lH!:AOl COMANCHE PEAK S.E.S.
uJ ~STANCE SHOWN U~NG l-o 14011:>. HAMMER FALLING 30. FINAL SAFETY ANALYSIS REPORT z
- INDICATES USE OF 30011:>.
HAMMER. { ) INCHES OF SAMPLE RECOVERY. UNITS 1 and 2 o 4. o/o ROCK CORE RECOVERY/ Z ROCK QUALITY DESIGNATION. w 5. STO. PENETRATION AMENDMENT 78 LOG OF BORING NO. 21 ~ RESISTANCE BLOWS/FT.
..J 6. UNIFI ED SOIL CL.ASSIFICATION JANUARY 15, 1990 SYSTEM. FIGURE 2.5.5-90 (Sh. 1)
I l BORING NO. _,,- I SHEET !_OF_'__ COMAHCHE ?(AK STEAi' El.ECTR!C '1AT!C~ StTE _ _ _ _ _ _ _ _ _ _ _.;;;GL::.:E.:.:.N.:.:.R.;;;os;.:,..:..*_*.;;;u.;;;.;;;As_ _ _ _ _ _ _ _ _ __ J. o. NO. _____i s;...;J_4s~....o,______ 5 E a:: er § ~
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35_ 4
- iS. S' cLAYSTON(, AS ABOVE
- L PU TONE, AS A80Vf
- - - - clAYSTOHE SAND, AS MOVE
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- 10
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' 1
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--- -j
~
-- COMANCHE PEAK S. E.
- FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF AMENDMENT 78 JANUAHY 15. 1990 FIGURE
CQM,t.NCHE PEAK STEAM ELECTR!C STAT!CM GLEN ROSE, TEXAS BORING NO. 22 J.0. NO. 163~5.~J SITE SHEET_! OF 2 COORDINATES N 9631.00 E llJSJ.40 GROUND ELEV Ul 822 .8' VERTICAi. N/A LESTER ~- TYRALA INCLINATION BEARING INSPECTOR 12/16/87 lZ/18/87 'IJA/G. TAYLOR DATE : START/ FINISH I CONTRACTOR / DRILLER GROUNDWATER DEPTH/ DATE so. 4 (FT) / l /29/88 DRILL RIG TYPE
><OB!L 8 qc STATIC 1.J (FT! TOTAL DEPTH DRILLED 60 (FT\
DEPTH TO BEDROCK METHODS:
~OLLER CONE ( 6 IN. OWUER)
DRILLING SOIL SAMPLING SOIL NONE l"WREGNATED D!AMONO S!T (~X), AND OOUBLE TUBE TYPE NONROTAT!NG INNER C~RE BARREL DRILLING ROCK PRESSURE TES"S AND !NSTALLAT!ON OF P!EZOMHER SPECIAL TESTING OR INSTRUMENTATION
~CST EASTERLY HOLE rNEAR 8LUE WATER TOWER\
COMMENTS
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2 0/0 4.1' - 5-
-- RUN
~
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- - 7 .8' OF CLAYSTONE RUN 1 812.8
/S:SE R. 2 -
10 - ,TTME ! "'4\ F': "'W' - -
~~
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' 3,Q -
- 4 96/8) CONTAINS THIN !NTERBEOS OF LIMESTONE
- 13.8' U'<ESTONE. LIGHT GAAY, FRESH, HARD, BEOOEO 15 -
-- - 16.6' CLAYS TONE, WELL STRATI F fEO --
R1JN 2 RUN 100/l!ll -
- 5
;PS!Gt 802.8 20 -
- lll<!ESTONE ANO CLAYSTONE. 1'0STLY L!MESTON( ANO rnTIMA:E ~!XlNG
.... !f.!£ i ~l F!..Ow 1 G,-
- 3. :J :.oo-
- ,., 21.6' OF CLAY S£AMS. THE CONTACTS ARE POORLY DEFINED CORE LOSS, 0.4' -
-- RUN 6
84/73
- 22. 9' CLAYSTONE, AS ABOVE 25
- - 2s.2* RUH 3 -
- :r:
I M£1 *O ~
- RUN 6
100/ 97 L!MESTONL MEDIUM GRAY, FRESH, COMPETENT. MOST OF THIS INTERNAL j°'t~; * *7 6 - 792.8 30 - IS UMESTO!CE WITH INTIMATELY "!XEO TH!~ SEAl<IS OF CLAY I PS!GE 3.o IS.6 - I I. DATUM IS SEA LEVEL OF 1929. 7. PISGE IS EFHC:lVE PRESSURE (HEAO]
- 2. ,._GROUND WATER LEVEL IN PS!
- 3. BLOWS REQUIRED TO DRIVE uJ 20.D. SAMPLE SPOON 6" OR DISTANCE SHOWN USING COMANCHE PEAK S.E.S.
I-0
!401b. HAMMER FALLING 30.
- INDICATES USE OF 3001b.
FINAL SAFETY ANALYSIS REPORT z HAMMER. { l INCHES OF UNITS 1 and 2 'a SAMPLE RECOVERY.
- 4. 3/4 ROCK CORE RECOVERY/
z ROCK QUALITY DESIGNATION. LiJ (!)
- 5. STD. PENETRATION LOG OF BORING NO. 22 LI.I
- .ESISTANCE BLOWS/FT. AMENDMENT 78
....J 6. UNIFIED SOIL CLASSIFICATION JANUARY 15, 1990 2.5.5-91 (Sh. 1) SYSTEM. FIGURE
SORING NO. --- 22 SHEET _LOF 2 COMANCHE PEAK STEAM !'L£CTRlC STATION GLEN ROSE, TEXAS 163*5.0) SITE J.O. NO.
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- - )5. 3' Ll!ll:STOHE, AS ABOVE
-- * )6.1' CLAYSTONE, AS ABOVE, !KTERBED NC. 4 -
- 37 .4' UMESTOHE, MEDIUM GRAY, FRESH, KARO, BEOOEO, MOSTI.Y MASSIVE W!TH MIHOR CLAY SEAMS I..!.!illl ~
182.8 40 PS!GE
- 26.4 _
-- l.0 0.00 _
LIMESTONE AIID CLAYSTO!IE, LIGHT GRAY WITH MANY !NT!MATELY MIXED PS!GE
- 42.4 _
LAYERS OF OlSTUR8EO UMESTOIIE MO CLAYSTOIIE. SLJGHTl Y o.n _ RUN FOSSILIFEROUS, 3.0 10 99/81 45 -
- 45. S' CLAYSTONE, W£LL !NOUAATED AHO 1/HL STAAT!f'IE!l -
-
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ClAYSTOHE. AS ABOVE, BUT WITH THIN !HTERSEDS OF LIMESTONE 50 772.8 NO. 5
\.
TlM'EI M) !.hQ.!!ifil,_ PS!GE *
- RUN n
100/63
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- 4;.9 -
ss - l.O O'?"
- - 56.2' CLAYSTONE, DARK GRAYISH*GR£EH, WELL STRATIFIED PS!G£
- 50,9 -
- o.oo-3.0
- 58.1' LIMESTONE, AS ABOVE
.- 59. 2' TO* 59.7' tt!L,.!i hU -
COMANCHE PEAK S.E.S.
--- FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORING NO. 22 AMENDMENT 78 JANUARY 1 5, 1990 i' FIGURE 2.5.5-91 (Sh. 2 )
COMANCHE PEAK STEAM ELECTRIC STATION 21 SITE ___________c_LE_N_R_~__;*_r_E_XA_s_ _ _ _ _ _ _ _ __ 16)45.CJ BORING NO. J.0. NO. N 10358.31 E 10,334.34 GROUND ELEV. (I) ____ 79__ 7;,,;;.2_'_ SHEET _I_OF 1 COORDINATES Y£RTICAL BEARING IN s PEC TOR _____ LE_sT_,E_R_~_._r_Y_AA_LA_ _ __ INCLINATION 12/22/87 / 12/28/87 "'1A/G. TAYLOR DATE : START/ FINISH CONTRACTOR / DRILLER STATIC GROUNDWATER DEPTH/ DATE MOB!L l9.S (FTl / 112s1sa DRILL RIG TYPE DEPTH TO BEDROCK _ _ _ _*;..:.;*o=------'1"--F--'Tl TOTAL DEPTH DRILLED JO.O (FT) METHODS: ROLLER COHE (6 !N. ll!AlffTER) DRILLING SOIL SAMPLING SOIL HONE DRILL ING ROCK IMPREGNATED D!AA'.JND BIT (HX), AND DOUBLE TUBE TYPE NONROTATING INNER CORE BARREL SPECIAL TESTING OR INSTRUMENTATION PRESSURE TESTS AN!l INSTALW!ON OF P!EZMTER E 0~ o::a:: z'5 :I:;: 0::::: w § ~
.... w t w .J w w::!:
a.. a.. .J ::i "' er o 0 SAMPLE DESCRIPTION
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<t .... ;:;;z
~o~ PRESSURE *EST())
w ... C!=, {I)
.J uw .J- <::;::; IX) w (I) a: 0::
7'l7 .2* 0
- PLACED GAAYEL FILL 4.0' s -
RUN 58/0 s.a';--LIMESTOIIE, L!GHT GRAY, WEATHERED, MEDIUM HARO, BE:lDED
- CLAYSTDNE. LIGHT BROWN, WEATHERED, VERY SOFT, BEOOEO 1 - 6. 5'
- - 8.5'
) CORE LOSS L
UMCSTO"E. LIGHT GRAY, SLJGIITLY WEATHEREn, HARD, BEDDED 787. 2' 10 - Nu.
- RUN
- 10.9' PSJGE
- 10.7 -
- 3 68/9 CLAYSTONE, FRESH, OARK GREYISH GRE!N, son. WELL BEDDED TrME[M) ~
-- - 13
- 2 ', l!MESTOIIE, AS A80YE 1.0 !0.2 -
15 -
- 13.7
) CORE LOSS
( A VERY WEATHERED CLA1 -
- 16,0' BAND AT !8.8)
-- RUN CLAYSTOME. AS ABOVE 98/71
- I lS.B,/VERY WEATHERED CLAY BAND , 0.3' -
20 LIMESTONE, LIGHT GRAY, FRESH, !!ARO, B£DCED, A 0.4', VERY FOSS!L1FEROU,,-_ _ _ __ 777. 2' LAYER. THE CLAY $EAKS ME WEATHERED P!ECE OF WOOD/L!GN!TE l NO. 2 _
- ~ ~LOW! Gi"
- Ml CLAYS TOH£, AS ABOVE
- .sICE
- l4.6 J.O 0.00 -
25 - 5 95/91 : 24 7'
- ,>LlMESTOHE, LIGHT GAAT, FRESH, HARO 24 9 PS!GE
- 18.6 -
-
- _ ,> CLAYSTONE, AS ABOVE 26 4 3.0 0.00 -
- LIHESTO!IE, MEDIUM GRAY, FRESH, HARD 111TH SOM£ CLAY SEAM AT BOTTOM 767. 2' JO -
I I. DATUM IS SEA LEVEL OF 1929. 7. PS!GE IS EFFECT!V£ PRESSURE
- 2. GROUND WATER LEVEL (HU.O) IN PSI
- 3. SLOWS REOUIREO TO DRIVE en 20.D. SAMPLE SPOON 6" OR COMANCHE PEAK S. E.S.
LIJ DISTANCE SHOWN USING l-o 1401b. HAMMER FAI.LlNG 30~ FINAL SAFETY ANALYSIS REPORT z
- INDICATES USE OF 3001b.
HAMMER. ( ) INCHES OF UNITS 1 and 2 SAMPLE RECOVERY. o 4. 3/4 ROCK CORE RECOVERY/ Z u.i ROCK QUALITY OESIGNAT!ON.
- 5. STD. PENETRATION LOG OF BORING NO. 23
- RESISTANCE BLOWS/FT. AMENDMENT 78
...1 6. UNIFIED SOIL CLASSIF:CATION JANUARY 15, 1990 SYSTEM. FIGURE 2.5.5-92
C~KAHCM( P<:Ak ;""£AN ntcnn: S'?A.,.iON ?! SITE ,LEN ROSE, 1EXAS J.O. NO. :6315, c~ BORiNG "JO -- COORDINATES N ;n2+.os E 10~705. ZS GROUND ELEV {l) 81C .0 F" SHEET - OF - - - VERTICAL N/A INSPECTOR
- ..rs-t:n 1-4. !'l'RftLA iNCLJNATiON BEARING 12/30/67 I 1 2/31/87 CONTRACTOR I DRILLER ~A'G, TAYlO~
DATE: START/ FINISH STATIC GROUNDWATER DEPTH /DATE
- 27. 2 (FT) I 'i/29/88 DRILL RIG TYPE M08iL DEPTH TO BEDROCK ~IA (FT) TOTAL DEPTH DRILLED j' .s IF"Tl METHODS:
~OLLER c:NE (6 !~. OlAME~ER)
DRILLING SOIL HONE SAMPLING SOIL NO~E DRILLING ROCK
!NSTAU.AT;ON Oi' P!EZOMETER SPECIAL TESTING OR INSTRUMENTATION ...
AOJACE~T ,Q SH* 13 AT THE SW!S COMMENTS -*
§:
z 5 :i:: ;: w t:. c::~ Oa:: -;;:;- ~ z§g "'...I 0 0 ::::
~
~w ..J w w::!:.
0.. 0.. ...J::, {/') a:. 0 0 w l,c,:U i~ w "- wW :I: o...:.?.
<{ I-
~o~ . u I- ::, oi:
0.. ..J "' 0. SAMPLE DESCRIPTION
..,- C>~
- l:z
<t:::; ai w <ll <{ "
> ,g
<(
w (/)c:: a: a:
<!)
CONC,ETE PAO
, ,v a
- 0.8' 5 - -
~
80(1,0 10 ---
~""i 15-
- CAT l 3ACKF!LL (LIMESTONE WtTH MINOR CLAY' I
~j i90.0 20 -
- I 25 -
.......j
- j
- l
*j JO 730.Q -- *-* TQ
- i1
- 5' *~ - --
- 2. ,i-GROUNO WATER LEVEL 1. DATUM rs SEA LEVEL OF l929.
- 3. BLOWS REQUIRED TO DRIVE 20.0. SAMPLE SPOON 6" OR
(/'I w DISTANCE SHOWN USING COMANCHE PEAK ES. I-0 I401b. HAMMER FALLING 30".
- INDICATES USE OF 3001b.
FINAL SAFETY ANALYSIS REPORT z HAMMER. ( ) INCHES OF UNITS 1 and 2 'a SAMPLE RECOVERY.
- 4. % ROCK CORE RECOVERY/
z ROCK QUALITY OESIGNATlON. w
~- STD. PENETRATION LOG OF BORING NO. ?4
= RESISTANCE BLOWS/FT.
- 6. UNIFIED SOIL CLASSIFICAT!ON SYSTEM.
AMENDMENT 78 JANUARY 15. 1990 - FIGURE 2.S.5-9
25 SITE COMAIICH[ PEAK ST[AM ELECTRIC STATION
- GLEM ROS~ Ttl!~ J.O. NO. 16345.0l BORING NO. ---
N 9792.26 E 10,667.17 SHEET _J_OF ' COORDINATES GROUND ELEV. (I} AQQ J' VERTICAL H/A LESTER M. TYRALA INCLINATION BEARING INSPECTOR 12/30/87 12/31 /87 M.JA/B. CROMEANS DATE : START/ FINISH I CONTRACTOR / DRILLER
- 7. 2 1/28/88 DAMCO 1250 STATIC GROUNDWATER DEPTH /DATE (FT) / DRILL RIG TYPE
- 4. 5 (FT) 31. 4 1 FTl DEPTH TO BEDROCK TOTAL DEPTH DRILLED METHODS:
ROLLER CONE (6 IM. DIAMETER) DRILLING SOIL SAMPLING SOIL NONE
'IM'PRECNATEO OUl<<JMO B!T (NX), ANO DOUBLE TUBE
- TYPE NONROTAT!MG INNER CORE BARREL DRILLING ROCK PRESSURE TEST AND [HSTALLATlON OF P!EZOMEHR SPECIAL TESTING OR INSTRUMENTATION NEAR SH-13 {FUEL BUilO!NG)
COMMENTS t;. a::a:: ~
;z§ o::::
- ;- xj'.:'
~
llJ oJ::l
...I w llJ ::s e ~
Cl z-
~ 5 "'
I.I.I "' 3
;- llJ
~I.IJ ltJ ...
.J-llJ I.I.I ltJ Cl!=,
a.. a.. .J :::>
- ll >- a..Z
<t ... :::Ez
<t::,
(/1
~
.J m
a:: 0 0
!!':. a.. ...J ."'>-oX
- )
- E11:<..>
u.,.. I I ) ~ ::::,. a:<( SAMPLE DESCRIPTION PRESSURE TES~ f 7)
\t.J (/)a:: a: i"'
809. J 0 -
- PLACED GAAVU F'!LL
- *.s, -
5- 1 100/67 -
-- RUN
- 0.2' CLAY SEAM
- 2 100/51 799. J 10-
- L!MESTOHE. MEDIUM GRAY, FRESH, HARO, 8EOOED 111TH SOME FOSS!LS NO. 1
- PS [GE
- 1'. 5 Tl~EIM) FLDw/G)-
RUN
- 14.1)'
CLAYSTO~E. DARK GREEN-GRAYISH, FRESH, SOFT, WELL SEOOED 5.0 C.23 - 3 100/94
- 14. 9' 15- L!flESTONE, AS ABOV(. CUT WITH DISTORTED CLAY S£Al1'5
-
- 15.9'
- Cl.AYSTOUE, AS ABOVE, BUT W!TH UMl:STONE BANO
-- - 1B, 5' CLAYSTONE, AS ABOVE, BUT WITH L!MESTOff[ BAND 789.J 20-l -
-- NO. 2
- RUl!
; PS!GE
- 23. 9
! T!ME( ~) FLOWf G! -
- 4 100/92 LIMESTONE, M£0!U!I GRAY, FRESH, HARD, B£00EO WITH AAHY ZONES OF DISTORTED AHO DEFORMED CLAY SEAMS i
5.0 .05 25 -
-
- 26,7'
- 28. 3' CLAYSTONE, DARK Gll~Y. FRESH SOFT VERY IIELL BEDDED ( - SHALE)
- LIMESTONE, AS ABOVE -
779.3 lO - RUH 5 7,6/_67 29.6') CORE LOSS JO. l' - ~LAYSTONE. AS ABOVE TD
- 31 4'
- 2. -i,.OROUNO WATER L.E\/EL 7. PSIGE IS EFFECTIVE PRESSURE
- 3. BLOWS REQUIRED TO DRIVE (HEAD) IN PS!
<I) 20.0. SAMPL.E SPOON 6" OR l.iJ DISTANCE SHOWN USING COMANCHE PEAK S.E.S.
1401b. HAMMER FAL.L.ING 30. 0 z
- INDICATES USE OF 3001b.
I. DATUM IS SEA LEVEL OF 1929. FINAL SAFETY ANALYSIS REPORT HAMMER. ( ) INCHES OF ' SAMPLE RECOVERY. UNITS 1 and 2 0 4. o/o ROCK CORE RECOVERY/ z ROCK OUAL.ITY OESIGNATION. IJJ
- 5. STD. PENETRAT10N LOG OF BORING NO. 25 l.,J RESISTANCE BLOWS/FT. AMENDMENT 78
..J 6. UNIFIED SOIL. CLASSIFICATION SYSTEM. JANUARY 15, 1990 FIGURE 2. 5. 5 94
- ~ ICAtl
-- 780 Se fb, Detail ti is 'S,_
V..rlioal, u~ Oinw. 760
*--- 740 "t-
- i..
12-0 ~
~'
700
*ao l,/0 - --------!---+---+----+----'I-----+---+---+---+-------
r.,o
-~
UC 1,20 CENTERLINE PROFILE
~~-+--+.....r.,~.a.....iaiiiai~?i,T"J~"D,i,lli?r,t----t---t--ilttf+----1~ Orainaqe l'ilf-er Limits;
-r: z I. Cor,, "T"rer,oh
- Sro. .51-loo 1'o 7,/r-OC>. l00 1 VC.
0 2 Hor;zc,nfal and To~ -60:loo It, 73fSS. E* 0375' 2 I- Top of Dom I- < ~/cv. 79~0 r' / ~ ""' f - - - - : l H----lt-O> IU IJ P.I. 5to. 7?'f23.33 _j I
.J .J ~ltJv. 79(,.0 I IU u I I
VERTICAL CURVE DATA COMANCHE PEAK S.E.S. PROFILE ALONG 1 TOE DRAIN FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PROFILE S.C.D. COMPLETED EXCAVATION FIGURE 2.5.6 - 2
Information Withheld in Accordance with 10 CFR 2.390 COMANCHE PE AK S, E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PROFILE S. S. I. DAM COMPLETED*EXCAIATION
- - -- -- - - -- - -- -- - -- ----- -**- *-- FIC,V1E 2.5.6 - 3
- 1. SSI/SCR Equalization Canal Grading. View to Northwest (5/16/75).
- 2. SSI Dam Placing Fill Concrete in So. Abutment Bedrock.
View to South (3/26/76). COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI Dam Construction Photographs FIGURE 2.5.6-4A
- ~Y;:-"':'"'-'ll'IPl!llilt,, I
- 1. SSI Dam Aerial View. Material Placement Started in Center Section. View to North (5/19/76).
- 2. SSI Dam Preparing Core Trench for Filter Material Placement in South Abutment. View to South (8/9/76).
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI Dam Construction Photographs FIGURE 2.5.6-4B
- l. SSI Dam Placing Crushed Rock. View to North (8/12/76).
- 2. SSI Dam Placing Filter Material. View to North (8/12/76).
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI Dam Construction Photographs FIGURE 2. 5. 6-4C
- l. SSI Dam Compacting Filter Material. View to North (8/12/76}.
- 2. SSI Dam Compacting Core Material. View to South (8/18/76).
COMANCHE PEAK S E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI Dam Construction Photographs FIGURE 2.5.6-4D
v.r;,,,,,.,. ,.,,.
....~., ,.:,- '. *~
~* ~*
J>.* ... ,
- 1. SSI Dam and Cofferdam Aerial View. View to North (11/22/76).
- -* ",!-:..e t
-,L.. ... .
SSI DAM H£VATION 786'
- 2. SSI Dam Core and Filter Material Placement Completed.
View to North (4/2/77). COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI Dam Construction Photographs FIGURE 2. 5. 6-4E
~
4<> ,..
.. ~....r :~~
- 1. SSI Dam start of 10-ft. Rock Shell Placement above Core
& Filter Material. View to North (4/2/77).
- 2. SSI Dam Aerial View Rock Shell Placement Nearing Com-pletion to Elev. 796. View to North (4/22/77).
COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI Dam Construction Photographs FIGURE 2.5.6-4F
- l. SSI Dam Completed, Abutments Sloped Out. View to North (5/13/77).
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI Dam Construction Photographs FIGURE 2.5.6-4G
- l. SCD t after Stripping. View to Northeast (12/13/74).
- 2. SCD Core Trench Material Placement. View to Northeast (2/17/75).
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-5A
- 1. SCD Core Trench, Preparing Bedrock. View to Northeast (2/20/75).
l,,,, ... -, 1>t" :'.f,.. ', .* : ... *~ i'/~i:,
-~~("a
., i
~*.t*"'9t',.._tit
,\.J~..
- 2. SCD Core Trench, Testing In-Place Filter Material.
View to Northeast (2/24/75}. COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-5B
- l. SCD Shotcreting S.W. Core Trench. View to Southeast (3/19/75).
- 2. SCD S.W. Core Trench Excavated. N.E. Core Trench Backfilled. View to Northeast (3/21/75).
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-5C
- 1. SCD Service Spillway Discharge Channel Excavation.
View to East (5/14/75). p;),if,~{Wlt * - , ,. 5trf""",
- 2. SCD Closure Core Trench Excavation. View to South-east (10/14/75).
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-5D
- l. SCD Riprap Placement on Upstream Slope. View to East (11/18/75).
- 2. SCD Service Outlet Tower Concrete Placement to Elev.
764. View to South (12/23/75). COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Darn Construction Photographs FIGURE 2.5.6-5E
- 1. SCD Service Spillway Construction. View to West (2/10/76).
, I '
\I' ix I.
~:**
'*}
- 2. SCD Service Outlet Tower Bridge Pier Construction.
View to Northwest (3/17/77). COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photoaraohs FIGURE 2.5.6-5F
r
'F_, ,I
........ IJ .i!li!II(
4 r " - : : ~"cff*
,, ~
- l. SCD Service Spillway Crest and S.W. Abutment Core Trench. View to North {4/26/76).
- 2. SCD Aerial View of S.W. &N.E. Embankments. View to North (5/19/76}.
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photoqraohs FIGURE 2.5.6-5G
- 1. SCD Aerial View of Serv. Spillway. View to West (5/19/76).
- 2. SCD Setting Service Spillway Bridge Girders. View to North (6/29/76).
COMANCHE PEAK SE.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs FIGURE 2.5.6-SH
- 1. SCD Aerial View. View to Northeast (10/20/76}.
- 2. SCD Service Outlet Tower on date Water Impoundment Started. View to Southeast (2/15/77).
COMANCHE PEAK E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Dam Construction Photographs Fl(iURE 2. 5.6-51
- l. SCD Aerial View. View to East (3/22/77).
- 2. SCD Aerial View. View to East (4/22/77).
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 Squaw Creek Darn Construction Photographs FIGURE 2.5.6-5J
Information Withheld in Accordance with 10 CFR 2.390 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GEX)LCGIC PROFILE CTNI'I:RLINE SQ.)Af,1 CRF..F.K DA\! FIGURE 2 . 5 . 6-7
680 D S0-8 S0-9 SO* 11 D 680 670 '
' ' 670
/
/
' ' APPROXIMATE GROUND SURFACF
~
660 APPROX/MATE TOP---i' 660 OF ROCK
/
Cf] 650 ' 65 0 r m I-
)>
w w u.. 0 'Z. ~ 640 640 z z 0 ,, I-rtl <;( m > -i w _J 630 w 630 620 620 I j
- 610 610 L 600 600 COMANCHE PEAK S E.S FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GEOID:;IC PROFILE SERVICE W'I'Ll::I' I\DRKS FlliURf 2. 5. 6-8
'!£0 eoo 8
SS-l l !
,.0
~
~
~
I 1..,, r i
~
f-i b COMANCHE PEAK S.E.S. 100' <00' FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GEOLCCIC PROFILE SERVICE SPILU-.'A.Y FIGURE 2
- 5
- 6-9
M 4 CROSS SECTION c-c* 200 0 200 r SCALE-FEET 600 t
~
f nm 150 2. Amendment 67 February 5, 1988 REFER TO FIGURE 2.5 5-5 FOR LOCATION OF CROSS SECTION COMANCHE PEAK S.E.S
.FINAL SAFETY ANALYSIS REPORT REFER TO FIGURE 2.5.6-7 FOR LEGEND UNITS 1 and 2
840 840 4-----------------+--------------- -------. 820 820 0 800 t 780 - 780 l.w t' 7 "z
,_0 2
<r 760 760 w
l,.J 740 8'.)RIN\J ~s-e; 100' 740 S*)'JTH of BORINGS BA. 2 8,\- ! 720 720 700 CROSS SECTION D-D' 700 SC ALE ;"' 100' HORIZONTAL SCALE i"' 20* VERTICAL Amendment 67 REFER TO FIGURE 2 5.5-5 FOR LOCATION OF CROSS SECTION February 5, 1988 REFER TO FIGURE 2 5.6-7 FOR LEGEND COMANCHE PEAK SES FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 GEX)LCGJC PROFILE E(X},\LIZt\TIOt, FLC\~ cu.x,~,:.EL FIGURE
U.S. STANDARD SIEVE SIZES II> 0 N 2 0 "'N ai II) 2 ie 0
"' .... oi 36" 24* 1a" 12 a" 4" 2 I" 5/e" 3/a" 1/4 10 16 30 40 60 100 200 i
1 30":21°:15"!10"1 6" 1 3° I 11/z' I 31,4°11/Z";
. I
- 4I 8 14 : 18 ; 35; 50 I 70 1 140 I I 100 I
,.... ., ~! --......
I
- 0 I
~
t- :" .,* " l!'s I ~
" I~
- 1--.. "r-,......:1-... ;
' K ::, '" FILTER-B
~
1 I I II I I I I I 90 \'
' ' GRADATION LIMITS '
I\
~ ' * 'r---- "- -~ - IMPERVIOUS CORE IQ
\ ', . \, \
."\'* \ FILTER-A ' ~, -1.-. ' w l-GRADATION LIMITS
~
,. GRADATION LIMITS ~ "'>
I 80
~ I\ \'. \, ~.
~
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\ \
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gu f- 4 0
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60 I
\ '\ I,
\ \
~ ._ ROCK-FILL 1-1 \
' I'-\: r---,_ \ I"-.. .... ,.,
GRADATION i
~
\ I U3 0 a::: I
\ LIMITS '\, "\. . '\ I\ ~
I 70
' . "- u w
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\
\. ". T
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r-- - ~
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.. \
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"~ 'tt+/-f I*
0 90 r--
. , '- ' j
- I . I 100
.' !SO I
IO Ol 0.0'5 O.Ol 0.005 0.002 100 O.OOI GRAVEL COBBLES SILT or CLAY Coarse Fine Coarse Medium Fine 0 50 mm MATERIAL I COMANCHE PEAK S.E.S. 110mm ROCKFILL FNAL SAFETY ANALYSIS REPORT 8.0 FILTER-B UNITS 1 and 2 0.53 FILTER-A S.S.I. DAM, GRAIN SIZE AMENDMENT 4 JANUARY 31, 1979 DISTRIBUl'IOO OF CORE, FILTERS 0.02 IMPERVIOUS CORE FIGURE 2
- 5
- 6-12
U.S. STANDARD SIEVE SIZES
~
0 3&" 2<1" is" 12 a" 9 4" N
~
0 2"
~1 1 I
-~,' I '12'
!10" :21": 15": 10" I s" I IQ~ I I I 0 I IQ 20 ....
-*-- :I:
t-- i I
- 4()
~
.3C* i.!J
;t al GRAVEL COBBLES SILT or CLAY Coarse j Fine--.i.....:.~c:...;;;._:__L..--..:.~~~-_._
Coarse Medium Fine _ _ _J..-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __:._:. ~ Hole No. Legend LL PL Pl LS Classification SUBJECT Sple No. Depth COMANCHE PEAK S. E.S.
---if-----------------+ FINAL SAFETY ANALYSIS REPORT Theoretical radation Limits of UNITS 1 and 2 Shell Model S.S.I. DAM SHEIL MODEL GRADATION FIGURE 2.5.6-13
- When sample was saturated becomes 37.5° I I I tttt I I I a
.,c (.) C
' I I I -
Q) I I.. 0 ' er en C ::: 0.0 'e "D 150 ton; ::: 0,81 m--~- C 0 Q_ j V
"-~'-
- :: 39.0° I
(f) (f) w a: 100 V
. ~-
~;
t-(1) m .- ,... r--
- r-.
1,, 50 *~ ' ffi fm , V
" =ft m COMANCHE PEAK S.E.S.
.. Ir ~
L, ' II FINAL SAFETY ANALYSIS REPORT 0 50
- 100 l: ,I. * ,I. 50 UNITS 1 and 2 I
SHELL MJDEL MATERIAL STRESS - Pounds /Square Inch S.S.I. DAM FIGURE 2.5.6-14
REMOLDED MATERIAL LL = 30.8%, P.I. 11
% Compaction 92.9 M 21.3% = O.M. + 0.3 I 40 psi backpressure
.c Cu = 5 !)Si c':;:; L1 !)Si (.) l tan J<' 0.27 tan ~ = 0.47 C
~ 15. 7" ~ - 25.7° Cl) <<
'+ l I ~ t f' l
' ' I I'\ I I ' * ' ' I I I I I 0 I ,,, 'IJ2f I 31.1° I I I !
I I I I I I I I I r I I I I I l I I
- , I I I I 0" l I I I
(/) IJ I I I I I I I I I 'CD "'O 30 C. 'J V ,~ C, J ~ = 25.7° 0 a.. ,,, V
,~
'- =::: l
~
I->-". I I.-- (J) (J) 20 I
,,.. I--
c.,- I.. rB ,, f,; --- -- ,~ w v + ,_ V a:: I
,_ ... ~- IJ V
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\ ' I
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*- I J
' \
I I I COMANCHE PEAK S.E.S. 0 1 I I I FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 0 30 40 50 60 S.S. I. DAM STRESS - Pounds /Square Inch CIAY CORE FIGURE 2.5.6-15 UtfilJl[UI
<<OLOGlfl
~
REMOLDED MATERIAL LL = 44% P.I. 22 100 UDW = 98.7 pcf
% Compaction 96.3 M = 20.8% = O.M.+2%
40 psi backpressure Si = 80%
.t:. Sf = 97 - 1()8% '
u C: 80 Cu = 8 psi C* 5.5 psi CD tan f1 = 0.28
..... tan f1 0.4 0
- , f1 = 15.6° ~ :::: :21.G 0 tT CJ)
CD 60 I C: 0 Q. lo = 21.8° ,.. I *. *- ... U) Cl) 4n .... Lu a::
- ~ .....
~
U) lou = 15.6°
... .-:c
- ... .... ' ! I
- ~
I 2(1
~ ... ' I
~ ~
"- " I' 1,
I'\ l'I I L,
~
F f
' '\
, I J
COMANCHE PEAK S.E.S. I J j l I I I 0 I I I I I FINAL SAFETY ANALYSIS REPORT
.o ,Q 61) BO 1( 0 UNITS 1 and 2 S.S.I. DA'1 STRESS - Pounds /Square Jnch CIAY CORE FIGURE 2. 5. 6-16 II 111£1:111
£HGlNUIIIS COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DAM CLAY CORE FIGURE 2.5.6-17
ENGIN[EIIIS
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9 I "'"'I "'I "' d o o 36" 24" ,a* ,2 a* 4 2 I" ~;;a" 3/8 1/4" 10 16 30 40 ro 100 200 I 30" :,1": ,s" '. IOV 1 6" ' 3" l 11/f 31,.f' I t12* I 4 I 8 i 14: 18 ; ;ni 501 70 I l4Q 1 1 100 ,-,...-..a,,'.,,.'r+,......;...-,,-+-+~--+-.-,.,-,....,.--i---,+....,...+-+.-+--.--~,-,-....--rr-...--,---;-,,r---+-+-+..,...,..--,1-+-+,---,1......,........--.--~...-.-----------~,........,.....,...-.-..---.------. 0
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0.002 Q.OOI 90
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COBBLES Coarse GRAVEL
~ Fins
- Coan;<.'J I SANO FiM JULY 27, 1978 f-\"1t.1~1111rJl I l 2.
~ No.
Sota No. Depth Legend LL PL Pl LS C~mcct!on SUBJECT COMANCHE PEAK S.E.S. 1 0-2* Cr,_,s ncd s i (;':."*? Ana. l *v* .s 'I '~ '),. +- r- (_J FINAL SAFETY ANALYSIS REPORT r l, t..one !Tla :::. e r i al s taken f rorn UNITS 1 and 2 I ----~-- -** ----- ------- ... ~**-- d -~ r.. s i t. \T p u: No.
. ~I 2
I
. r,,rtt,.-..t:s;, ~1Tr'7\ -r
,...".;..L..r,..,....lil:U,'o.J..'--4)..W 1'J'1~YSIS I l f 2.5.6-24 1-. - FIGURE
~,.__..._ __._,_.,.;x::.:::;..,...:.::c:::::.:m.::::....:::... n --*****7 t:_ £:C~- ~- -:
Hydraul*c Jack) PLAN VIEW OF SHEAR BOX _J 6 Ft. X 6 Ft. x 6 Ft.
'Dial ~icrometers lpollers J A - A I 4"
Pre-Split Strip Hydraulic Box rated from base rock rollers; Rockfill in full contact with base rock -;J ,_., ,-, , ,.,,-A Di a 1
/ Stand COMANCHE PE AK S. E. S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FIELD SHEAR TEST
- -----*-----******* ----..:---~...,.......-- __ _______________
.._ FIGURE 2. 5. 6-25
Information Withheld in Accordance with 10 CFR 2.390 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SLOPE STABILI'IY ANALYSIS SQUAW CREEK DAM FIGURE 2 . 5 . 6-26
Information Withheld in Accordance with 10 CFR 2.390 COMANCHE PEAK S.E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 S . S .I. DAM STATIC ANALYSIS FIGURE 2. 5. 6- 21
- 5. 5. I . DRM N DRL POINT CONFIGURATION SCALE: INCH= 25.33 FEET COMANCHE PEAK S.E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-28
- 5. 5. I. DAM NODAL POINT l~-12 0.9 0.8 T= S:.BS:
u, 0. 7 !...!J z 0.6 X a:
~
0.3 0.2
- 0. I 0.0 I .0 2.0 3.il ~.0 Ei. 0 8.0 9.0 TIME IN SEC.
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-29
LINF 'l PROFILE 9 12 -- 1I - 10 9-
- 5. S. I . DRM 7 ..
N DRL POINT RCCELERRTl N VECTORS 6 RT T= S:.51 SEC. 4 SCALE: I NCH = I . IZI G 3 2 I - SCALE , 1" , 10 G 9
=,tl--~~-_l----+-----+-------r---ir----k--~----'~~--,._,
9
-- . . ~= ~--~-~
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSTS FIGURE 2.s.6-30
LINE 9 PROFILE 9 12-r-11-+- 5.5. I. DRM ': t*~ 8 NODAL POINT DISPLACEMENT ?-+- RT T= S:.61 SEC. DISPLACEMENT SCALE: I NCH = 0. I FEET l 2 I f-l I SCALE I" , 0.02' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-31
- 5. 5. I . DRM RRTI OF TRLJ/DVB STRESS T = S:.6I SEC.
_so~--~- _,o ....
.3
--+---+--+----+------¥----f-'<---....... ~~-,~
~~-~~~~~,- . -_- _ *****z _ ------ -------'------'--4---4------4_:_-_-_-_-+-++-:==-=--:-'::,,.~\,._--*=::::::-=~*-=========::::*b~o-2; : : , , ~
-%.o COMANCHE PEAK S. E.S.
FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINJTE ELEMENT ANALYSIS FIGURE 2.s.6-32
LINE 9 PROFILE 9
- 5. 5. I . DAM NODAL POINT ACCELERATION VECTORS RT T= S:.7 SEC.
SCALE: I NCH = I . IZl G SCALE I", JOG COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ELEMENT ANALYSIS FIGURE . . 6-33
LINE 9 PROFILE 9 12 II 9 S.S. I . DAM 8 NODAL POINT DISPLACEMENT 7 6 AT T= S:.7 SEC. 5 4 DISPLACEMENT SCALE: INCH - 0. I FEET SCALE 1", 002' COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2.s.6-34
S.S. I. DRM RRTI OF TRU/DVB STRESS T = S:.7121 SEC. COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2.5.6-35
UNE 9 PROFILE 9 12 II - 10 9 S.S. I. DAM 8 NODAL POINT ACCELERATION VECTORS 7 6 RT T= S:.76 SEC. 5 4 SCALE: I NCH = I . 0 G 3 2 SCALE O 1" , 1.0 G COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2.s.6-36
LINE 9 PROFILE 9 12 II 10 9
- 5. 5. I . DAM 8 NODAL POINT DISPLACEMENT 7 6
RT T= S:.76 SEC. 5 4 DISPLACEMENT SCALE: I NCH = 121. I FEET 3 2 SCALE 1", 0.02' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2.s.6-37
- 5. 5. I . DRM RRTI OF TRU/OVB STRESS T = S:.76 SEC.
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2
~INITE ELEMENT ANALYSIS FIGURE 2.s.6-38
LINE 9 PROF-lLE 9 S.S. I . DAM N DRL POINT ACCELERATION VECTORS AT T= S:.BS: SEC. 6 5 SCALE: I NCH = I . 0 G 4 SCALE 1" =LOG COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2
~lNlTE ELEMENT ANALYSIS FIGURE 2. 5. 6-39
LINE 9 PROFILE 9 12 -,*-*--** -****** II-.---- 10 + - - - - - - - - 9 5.5. I. DAM NODAL POINT DISPLACEMENT 6 . RT T= ~-B~ SEC. 4 DISPLACEMENT SCALE: I NCH = IZl. I FEET COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-40
- 5. S. I . DAM RATIO OF TAU/DVB STRESS T = S:.BS: SEC.
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE .s.6-41
LINE 9 PROFILE 9 12 II 10 9 S.S. I . DAM 8 NODAL POINT ACCELERATION VECTORS 7 6 RT T= ~.91 SEC. 5 4 SCALE: I NCH = I . l2'J 6 3 2 SCALE, 1" I.OG 9 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-42
LIN£ 9 PROFILE
- 5. 5. I . DAM 8 NODAL POINT DISPLACEMENT 7 6 -
RT T= S:.91 SEC. 4 DISPLACEMENT SCALE: I NCH = 0. I FEET 3 2 SCALE* 1" , 0.02' COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 FINITE 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
- 5. 5. I . DRM FINRL N DRL 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 FINITE ELEMENT ANALYSIS FIGURE 2. s. 6-45
S.S.I. DAM Plot of T d/t'f Stress Ratio at T=S. 85 seconds (Tirre of maximum acceleration) where: 1;" 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
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). 8.0 u, C () 0 I-6.0 0 N w I-a: LI. 5 0 w
':ti.:
a: z en ci en ~ 4.0 "'cc I-en c,, N I a: 0 C x in "'z u, ~ _, 2.0 u
u o....______.,______._____ _,,1,__ _ _ _.....__ _ ___,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 SBEAlt STRENGTH CRITERIA FOR ROCK FILL FIGURE 2. 5. 6-47
S.S.I. Dam Filter Material~ curves based on published data from Lee and Seed (1967) for a Relative Density of 80%. 4.0
/
/
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0 0 I/ 2.0 4.0 6.0 80 10.0 NORMAL EFFECTIVE STRESS, K/FT 2 SEE FIG. 2.SA-17 FOR. FINAL CYCLIC SBEAI. STRENGTH CJUTEIUA OF FILTER. MATERIALS. Amendment 67 February 5, 1988 COMANCHE PEAK S.E.S. FNAL SAFETY ANALYSIS REPORT UNITS 1 and 2 ASSUMED CYCLIC SBEAI. STRENGTH CRITERIA USED FOR FILTER
. .n5 FOR: 2 .5 .6-48
Peak acce le ror1on 1-- - - '+' 1rI i 4>~ H-z .'4/ H H H I
"{,- *)141 I
i J ____ .________,, o a c <. c !e ra + 1o 17 1---- L L* .z (dA=- (zdz L*Zi ) ) 2 H ~a-dA~ ~ ~ ~(z. ~)dz _L 4-'(T z.
- 3)
Mean Acceleration° a: ,:. _;_H;,____ _ _ _ ;: ~ ( 1- 32 ZH ) l zz 21-1 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 DERIVATION OF a FIGURE 2. 5 .6-49
T N T= K*W+ Pc. W * ~ j,,. H cot ,a 2 2 Pc "1/2Ye H
... T : -1/2 .K J'r Hz CO t.,8 -r 1 /c ' H 2 2
5hear Res1stance 1 S" Wtanc;z,:.~c:Yr-H cot,Li'tan ¢
~
Factor- of' Safety: F = S f J~ H cot_o' tan¢ T = i K ~ H zcoi,6'~ t J{ H 2. F =- J1
- cot ,8 t Q n <;t, 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
Information Withheld in Accordance with 10 CFR 2.390 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 S . S . I. DAM LIQUIFICATION STUDY FIGURE 2.5.6- 51
Acceleration Impulse Analysis The velocity needed to be imparted to a particle of rock fill to move it over another neighboring particle Rg 51n 2°" The rock part le s is 2 feet, thus for an inclination o< z 15 <,
/1.I z I 49 x II fps Assuming a maximum acceleration impulse time bt=O.l sec.,
the average acceleration required to move one rock particle over another is a~ ;: - ~1* I 2
- /10 ft/sec z 4:,
COMANCHE PEAK S. E. S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 R0:K ACCELERATION ANALYSIS FIGURE 2. 5 .6-52
Information Withheld in Accordance with 10 CFR 2.390 COMANCHE PE AK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS *1 and 2 S EC'l'JO:~ AND PHOFI LE OF INSTRUM ENTATION ON SSJ DAM .____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _.....J_ _ _ FI_ G.:,. UR _E_ _ _,.:2.;.;.5;;.;*.6..,;-
; 5;.::3_ _ _ __,
LEGEND SETTLEMENT PLATE
<c;] PIEZOMETER 0 SURFACE MONUMENT
\
I ?f'OO /O+oo PSw*r----------------.J COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 PLAN SSI DAM INSTRUMENTATION FIGURE 2. s. 6-54
Information Withheld in Accordance with 10 CFR 2 .390 COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 INSTRUMENTATION SQUAW CREEK DAM FIGURE 2 .5.6-55
A B C D t E G H UPSTREAM APPROXIMATE TOE OF EMBANKMENT r~~ I i I I
~ ~
I A A --- __ 1. _______l._.. i LEGEND Q SETTLEMENT PLATE 0 SURFACE ALIGMENT MONUMENT Q WELLPOINT PIEZOMETER PNEUMATIC TRANSDUCER PIEZ. 70+00 65 +00 60+00 55+00 45+o0 40+00 ~-1-00 Amendment No. 103 COMANCHE PEAK N.P.P. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 INSTRUMENTATION SQUAW CREEK DAM PLAN VIEW FIGURE 2.5.6-56 I fs0000ln.dgn A B C D E G H
"RSDN-JDHNSTDN l R55DC., INC, GtOTECHNJCRL CONSULTANTS LOG or BORING F'DR l>RLLRS, T£XR5 SH£ET I Dr I 551 OAH GRmN> EU:V. '1S6. lf l>RTE: 9-'21-76 BIJRUli ND. SSl-1 PROJECT* 3711 TYPE 1 !:i£LSY LDCRTIDNI STR 6+1111
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- 35: - TDTRL DEPTH* D.B 81JRIN6 SRILE.'.I> ii 2B.B June 15, 1978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 LOG OF BORINGS SSl-1 FIGURE 2.5A-I
NASDN-uDHNSTDN l RSSDC., INC. LOG Of' BORING GEDTECHNICAL CONSULTANTS rDR DALLAS, TEXAS SHEET 1 or I 551 ORM GROUND ELE:V. '7S6.3 DATE: B-'21-76 BORING ND. 551-'2 PROJECT: 3788 TYPEI 51£LSY LOCATION: STA 18+88
- z CORE:
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U.S. STANDARD SIEVE SIZES "I ., ,:
"l" d
0 o 0 o 30 40 60 100 200 50, 70 ' 140 0
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100 50 10 .?2!5 01 005 0.02, 0.01 0.005 0.002 O OOI GRAVEL COBBLES Coarse Fine Coarse Medium Fine SILT or CLAY Hole No. Depth Legend LL PL Pl LS Classification SUBJECT COMANCHE PEAK S. E.S. qo 1.o 20 CL I ""~, V ! ( '*l I' Co, FINAL SAFETY ANALYSIS REPORT r10 t~L. /'-' 0 CL ,'.,fr>J.?.f\JIOL Co, t_ UNITS 1 and 2 I~ 20 CL 1M ~ .. i ,) I l \. Cc.""'1 SSI REPRESENTATIVE DAM GRADATION 3'1 ,.:u i C; CL ' ,.., t .* i" *_'; ;'*. IMPERVIOUS OF CORE FIGURE 2.5A-3 JUNE 15, 1978
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FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SSI DAM TYPICAL STRESS-STRAIN CURVE UNCONFINED COMPRESSION TEST FIGURE 2.5A-4
M:VIIITIII sTlllllli, ... 11£Vlll'l111 . , _ , AU
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'ta 'fan fj 0.061 a:
11:
- J l!I Ill
'fll Tan fj "= 0.0875 Ill 0
- z
'0
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t- t-Ill Ill I I 8 118 1211 I'll lbll I 1211 II.fl llilll 5TRE'55 - PDUNPS/5QURR£ INCH STRESS - PDUN~5/SSURR£ INCH Pl:VlllTIIR .,..._, PII KYIITlll ll1Jla, NI MRSN-JHNSTN l RSSCiRTES, INC.
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- HD HR STRESS I> I R 6 R R H Ir-BCRIN6 Na.:ss1-2 OEPTH: 13.S:-IS.ta BDRlN6 ND.:ss1-2 l>EPTH 1 22.S-2%i.B
) U I> H= 103.9 P<:r i' U I> W= IIS.S P<:r H.C. BEF1JR£ TEST* l!i:'.2 S H.C. BETDRE'. TEST* 22.~ J l>EEREE Dr SRT. SEF1JRE* 99.1 J . ,.
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- r.
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) C = 2590 psf
,a = 5.5° Tan ,1 = 0.096 w t,J
~
a:
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'II Ill 111
':z IJ\
0 ':z Ill 0 June 15, 1978
- J ;::J C C Q.. Q.
2lil 21 COMANCHE PEAK S.E.S. U1 FINAL SAFETY ANALYSIS REPOR Ul t.J m
...a:
U1 Iii mI UNITS 1 and 2 ea uaa 121 I'll ISi Iii u IBB SSI DAM Iii BORING NOS. SSH S SSl-2 STRE:55 - PCUNDS/SSURRE: INCH STRESS - PCUN~5/5QURRE: INCH TRI AXIAL TEST RESULTS FIGURE 2 .5A-5
~ ---*. ----*
HRSDN-J[]HNSTDN l R55{](., INC, LOG or BORING I NASDN--tJOHNSTDN t R55DC., INC. 6£DTECHNICRL CDNSULTRNTS f1lR 6£DTECHNICRL CDNSULTRNTS LOG or BORING l>RLLRS, TDalS SHEET I [I" '2 l>RLLffS, TEXAS tDR 551 ORH SHEET '2 [I" '2 GRIJUNI> £L£V. 796,J 551 ORH GRDIJNI) £L£V. '196.J DATE: 6-'2i!-'J7 ilJRINE ND, ICJ ORTE* 6-'2fl-i7 ilJR IMi ND. ICJ PROiJECT: J7ilB TYPE: SHELBY LDCRTIDNI SlR 9+7!i PRlli.lECT: 3701! TYPE: SHELBY STA 9+7S LOCATION: z
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GrnLOG*srs===================================;i LOG OF BORING FOR TEXAS UTILITIES SERVICES, INC CPSES-SQUAW CREEK DAM BORING NOSCD-1 DATE 6-6-7 5 PROJEc)7QQ/7 5 rrPE Core Borinq t.ocArio111s TA. 60+00. 60 'L£ FIELD Pt blows/foot--6cl CORE
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MASON-JOHNSTON & ASSOCIATES, INC OAU.A.S. TEXAS
~GfOlOGisrs MASON-JOHNSTON &. ASSOCIATES, INC DAUA.5 ffXA$
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694. 5 6~3 0 (
<<ll Pb, k~1 ll?i ~e*
R~.: a1i1 g l:.Ol ~e1t,~r 044.5 6~~"" - ~. s -~// Sr!".wr. c:ay w/ LS. X
~ JTo*. ,
Part. 681. r
~
;.t. G,a7 Sandy t c:.,Y/ w/ L.S. Part &
(i_r* a ,;?el x.1
/7 I 680. E
,__ 5r-::*,,.;:-, c:ay w/ L. s. ~
1/2 .' Par::. -;. 678. C ... ' l, n Brow:; Sundy Clay
-~ *-
~..; L11> s. Part. I(
67 5. < v::/ -~ ... 30 -v:~
//
/
._ Brown Clay w/ L.
P:.l:~ ':
- He::ml.Sh Brown sanay s.
-t t
67] C 0 ..... w/ L. s. ?a:rt
'!J,c. Gray 1* .Lay Sll
;c..
,. 670
- 3 *; -1/2 l - Sa:r.dy
,. 668. (
i w/ Brown Lt. Sandy Clay
~
L. s. Part
~
i b56.C JUNE U, 1971 ... 40
-~ ~.,,::. &rown Clay w/
4S
~;,,;/ T L. s.
Br.:cwn Sandy Clay Part
~ 65 7. (
COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT
~ i; i;c; r
//
Brown Clay w/ L. s. UNITS 1 and 2
~
I Part ' 053.8
- 30
-0 l L" Brown Clay w/
Some L. s. Gra*,~1
>(
~
649.0
. SQUAW CREEK LOG OF BORING SCD-2 DAM E~G!NURS
!.=:=================~==~:b:!::::!::::::6:bb!rwG,sHRS ::!:::=:!:::::===:=.I FIGURE 2. 5 8-2
W.SON*JOHNSTON & ASSOCIATES, INC. Ml.I.AS, YIIAI __ S(OlOG*STS====================================::::::;i LOG OF BORING FOR TEXAS UTILITIES SERVICES, INC CPSES-SQUAW CREEK DAM BORING NoSCD-3 DATl 7-8-75
.... OJECT 3700/75 TYPE Core Boring LOCATao'6TA. 59+50, 20' L i; 674.0
)(
66800
)(
66685
')(..
665.0 X 663.5
*k ' 662.0
;x.
' 6S6.0
';,1.
)( 653.0
)(
X
~ -
X. COMANCHE PEAK S. E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM
- ~-----
i(
.** -~
... ,* ..(,,==================!:::::!=====I LOG OF BORING FIGURE 2 .58-3 SCD-3 JUNE 15, 1978
..u.sa;.JOHN$TON I. A.$SOCIATH INC t;W.U. ftllAJ
- ==*rou,e*sn MA$0N-JOHHSTON t. ASSOCIATU. INC. 0,,.UAS, ltlAS
=====H0!..0$*STS===============================::t LOG OF BORING LOG OF BORING Sheet 1 of 2 FOR Sheet 2 of 2 FOR TEXAS UTILITIES SERVICES, INC TEXAS UTILITIES SERVICES, INC QATl 7-9-78 CPSES-SQUAW CREEK DAM IIORIIIG NO. SCD-4 OAfl7-9-75 CPSES-SQUAW CREEK DAM IIORIIIG NO SCD-4 l'IIOJlCT 37 Q 0/7 5 .TYi'£ Core Boring LOCATIO,STA. 58+00, 20 'R £ l'IIOJlCT 3700/7 5 TYPE Core Boring LOCArio'6TA. 58+00, 20 1 R i; I-
~'" ., PT blows/ foot - - 61.l CORE z0 1-w FIELD Pt blows/foot--6<1 L,..ovn,., vrn I.IMIA CORE z
w (.f) Y UA,A w ..J (f) 0 w ..J w PL MC,% LL UDW, pcf Q u.. 0 w Pl MC,% UDW, pcf 0 - I-u._ 0 lil ...J MATERIAL DESCRIPTION + ********-+ L:::,. Q w ~ w
- I-I- w
- x::
ID lr MATERIAL DESCRIPTION + ******----- + 6 ~ I- LIJ
;;w
- i: ~
0.. ...J ~w :! ::i: w l- >- UNCONFIIIED COMPRESSION, TSF w I-Q. w (.f)
~
<(
V) UNCONFINED COMPRESSION, TSF 2.0 4.0 6.0 8.0 10.0 - 0
..J 1E 0
8w _, ti.. o.. w (/)
<(
(.f) 2.0 4,0 6.0 8.0 l0.0 - 0
..J
;§ ...J w
I.,. 0 20 40 60 A1 100-ia: 0:: 1&9.o 0 20 40 60 A 1 100 V/'- 0 - 0,- ... 5 t0
-~
Brown Clay
/\
X l 70000
... ():, -
~
Brown Sandy Clay 65-f I Tan p{ 0 ,...
~ --
Sandy Clay ....
~
'/-. F,O -
... 10 Brown clay w/ some w/some L, s. Part ..
~
~
~
) Small L. s. Gravel i:>95.5 l(
... r// Lt. 'Tar, Sandy Clay x 594.0 ~ 6 "i . /1.
15 Brown Clay & Lt. Tan /( 1/// Total Depth=6 5. 5' ,)ll1c=f>ccicet lehEttcm~1e-I Sanay clay w/some n; l(
~e a i.
~-
,_ I L.S. Gravel )( 1692. t
~-
... ~ ~an *sandy clay w/Ls. l 20
- Gravel
,_ 6929...;
X Lt." Brown clay w/ 0 Some Ls. Part X X 683oC
- 25 "0 - Brown Sandy Clay ~
~
i-, w/ Ls. Gravel 679, C I Tan Sandy Clay w/ JI,
- JO
//, Ls. Gravel 677 .~
Brown & Lt. Brown k V/ Sandy Clay w/Ls. I
... 35 * ~ I Fart ' o76. <
Brown Clay w/some ~ I/~ I Ls. Part I 673 0 ( JUilE 15, 1978
.. jtt. Brown clay
~
't 67 1 '
- 40
- Brown & Lt. Brown ~
V/ I Sandy Clay - . - 1( 668.' 11// I Br9wn Clay ~ COMANCHE PEAK S.E.S. 667.C
~~ ,_ FINAL SAFETY ANALYSIS REPORT
~
- 45 ,_,_ Lt. Brown Clay 665, ! 7 f UNITS 1 and 2
- ~ ,_ Brown Clay 1/2 )(
;;,:;q_~ SQUAW CREEK DAM
"' 50 -1/j 0~ - Brown Sandy Clay
)
~
l!::::================:::!::::!:::b!~::bbd:d::::bb!ENOCNEE*s ========:!I LOG OF SCD-4 BORING. ENGINU:RS FIGURE 2.58-4
t-
-lt1 a.... .
. ::J V
lt1 lt1
. '...Jtll I IJ1 151 t-=:
- r lt1 w
.. 151 m aa*st
...J I"'-- 151 a.. 151 N
- I:
a: II lJ1 u t-s;t- t- z a:s*zt 6 ::I: w u(f) l!J t-z w CJ
- z V Cl z >- w 0:: 0::
z l!J 0 ::i t-aa*a, t- lJ1 0:: CJ z CJ tll ::J :I: ~ z 115'L a: a:: U1 11*.s 11*1 kl N Ill
.:J51'553~15
~ Ill I
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. 5B-5
KVIRna!iiTIEi5t I'll
- f f II ~ ~ ~
11ASDth.l HNST[JN l ASSOC !ATES, I NC EN61 NEERS-6lllUl!il5TS
... -.. K'YlffflMSTRE'.Ht I'll
~ ~ *.. e ~ ! *.. MASN-JHNSTIJN l ASS( I ATES, ENli I Na:RS-6EllLD6 lST5 I NC.
- f KYIRTS~P51
*.. ~ ~ e e l1ASON-JDHNSTIJN l ASS( I ATES, ENG I NEIRS-smul6 I STS I NC.
DALLAS, TE:XIIS :: DRLLRS, TD(A!l
~
Of!LLRS, TD(RS
~
SQUAW (Rrrt DRH SIIUAW (REEt l,Rl1 SIi .. M HR STRESS OIA6RAH 7S .. HOH Fl STRESS I> I R !i RAH 7!i N OHR Slil!.IAW CREEK DAH S,RESS DIR5RRH Ii: BOR!N!i NO.: SCD-I OEPTH' 10.1!-l!l.S: n it: BDR I N5 NO. : SGD-4 OEPTH' 7 .S:-9.1! fT 1: 8!lRIN!i NO., SCD-3 DEPTH: 21.11-22.S FT 1 '.I: I '.I: V U D W* Ill. I PCF V U OM* 103.11 PO- V U Ow* ll!B.S PCF ~ w
'tll i!c
.. t l'I I STURE CONTENT : 16.l I z 611 i
Mt ) HD I STURE CONTENT: 21.e :':: 611 f .. HOI STIJRE CONTE'.NT : 19.? X w w 1 It a:
- , C ps£ "'
a:
- , C 5180 psf "'::,a:
20 "'IJ1 ii, Tan D Jl
- 0. 0875 "'
Ill Tan Jl
/J ~ 0. 0349 "'Ul :: C Jl 3200 psf 50 IJ1 r: 'z Ill
... '""z Ul
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z JI 0 ii,
- l
- 0 0
- 11. ,,_
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- x; w w
- x; '.I:
U1 IJ1 IJ1 lB 211 Jil 'Ill SIi 611 7ll Bil I a l!. JI! 'I!. Iii 7!i !Ill IE 1211
- IS 311 ... Sil 'IS 911 19. 1211 NORMAL STRE:55 - POUNDS/Sru.JRRE: INCH NORl'IAL STRE:55 - POUNl>S/SGIUARE: INCH NORMAi.. STRE:S5 - POUNDS/SGlURRE: INCH
. ., KV lffl'III STRESS, PS I
~
I
* ~
MRSN-JHNST N l ASSOC I ATES, I NC, ... : KVllfflll STRESS, I'll
*.. ~
~ e ~
MASON-JOHNSTON t ASSOC I ATES, I NC. DE'IIRTm 5TRE55., PSI HASN-JDHNSTON l ASS< I ATES, I NC.
*Iii : .. ~ ~ ~ e ..m ENli I NEERS*!iE!lLD6 I STS li ENG I Na:RS-6EllLD6 I STS ENG I NEERS-6l:Ilt.Jlfil STS DALLAS, TD(A!l i, ORLLRS, TD(RS ML LAS, TD(RS
~
SI! SQUAW CIIED: DRH H H R STRESS DI RSRRH 7!.
.. 5QURW CREIT l>RII It DH R STRESS Olll6RAH
,. .. Slil!.IRW CREEi( DRH II OHR STRESS OIA5RRM BDRIN6 Na.:SCD-2 t IIDAIN6 NO.: SCD*3
- r: DEPTH' !l.ll-lll.S' fT SORING NO.: SCD-2
- r: it l>>:PTW 3 I .S-33.0 Fi
~
z V u l) w - il!i!.9 PCf II l) w D 11!7 .II Per :r: ll.:PTH: 12.l!-13.S FT
~
V V U D W* ll!Y.3 f'CF
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a: --* a:. a:
- , psf UI UI C
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Ill Tan 0 0,2126 [l D. 0 C
'111
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II 211 311 'ill SIi 68 7ll Ill I IS: 311 'fi 68 'l!, Ill ll> 1211 I IS: 311 'fi ill ,. 911 Ill!. 1211 NORl1AL STRESS - POUNDS/SQUARE: INCH NORMAL STRE:55 - POUNDS/SGIURRE INCH NORMAi.. STRESS - POUNDS/SGlURRE IN(H June l 978 COMANCHE PEAK S.E.S. FINAL SAFETY ANALYSIS REPORT UNITS 1 and 2 SQUAW CREEK DAM TRIAXIAL TEST RESULTS FIGURE 2. 5B-6
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tr1
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rn - 71.f+E!f! - T C
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- IJ available from Emergency
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ELEVATION \ \ ' ',,,, Rockfill horizontal width of 16 feet.
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....... of 16 feet .
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+ tt * ++ + + + + ++ +* + _1 w FINAL SAFETY ANALYSIS REPORT 665 + ++ + +++ ..... + + + + + + + t + ++ 666 UNITS .1 and 2 SQUAW CREEK DAM r>ENSlTY TEST r>lSTRIBUTl N SQUAW CREEK DAM ELEVATl N 555 TD 571 DENSITY TEST DISTRIBUTION FIC~URE 2 .58-7 Sheet 8 of 33
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