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MONTHYEARML23181A1702023-06-30030 June 2023 2 to Updated Final Safety Analysis Report, Figures ML23181A1692023-06-30030 June 2023 2 to Updated Final Safety Analysis Report, Figures ML23181A1682023-06-30030 June 2023 2 to Updated Final Safety Analysis Report, Figures ML23181A1672023-06-30030 June 2023 2 to Updated Final Safety Analysis Report, Figures ML21201A2652021-06-30030 June 2021 Updated Final Safety Analysis Report, Revision 21, Chapter 10 Through Chapter 19, Figures (Redacted) ML21201A2612021-06-30030 June 2021 Updated Final Safety Analysis Report, Revision 21, Chapter 2.5 Through Chapter 3, Figures (Redacted) ML21201A2662021-06-30030 June 2021 Updated Final Safety Analysis Report, Revision 21, Chapter 4 Through Chapter 9, Figures (Redacted) ML19205A2202019-06-30030 June 2019 Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 1 Thru Chapter 2.4 (Redacted) ML19205A2222019-06-30030 June 2019 Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 4 Thru Chapter 9 (Redacted) ML19205A2232019-06-30030 June 2019 Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 10 Thru Chapter 19 (Redacted) ML19205A2212019-06-30030 June 2019 Updated Final Safety Analysis Report, Revision 20, Figures, Chapter 2.5 Thru Chapter 3 (Redacted) ML18277A3032018-09-21021 September 2018 Third 10-Year Interval Inservice Inspection Program Update, Part 2 of 7 ML18194A0952018-08-0606 August 2018 Log of Boring PV-45 ML18193A8982018-08-0606 August 2018 Figure 9.2-4, Demineralized Water System Water Pretreatment Subsystem. ML18194A0872018-08-0606 August 2018 Log of Boring PV-62 ML18193A8992018-08-0606 August 2018 Figure 9.2-5, Demineralized Water System Water Demineralizer Subsystem. ML18194A0942018-08-0606 August 2018 Log of Boring PV-44 ML18192B8852018-07-30030 July 2018 Map 3-2, Proposed Palo Verde-Devers Transmission Line, Summary of Anticipated Impacts Kofa. ML18192B8872018-07-30030 July 2018 Map 3-4, Proposed Palo Verde-Devers 500KV Transmission Line, Vegetation Impacts ML18192B8862018-07-30030 July 2018 Map 3-3, Proposed Palo Verde-Devers 500KV Transmission Line, Geotechnical Sensitivity Excluding Soils. ML18192B8892018-07-30030 July 2018 Map 3-6, Proposed Palo Verde-Devers 500KV Transmission Line, Recreation Impacts. ML18193A0792018-07-30030 July 2018 Figure 10.4-8, Basic Flow Diagram Feedwater System. ML18193A0822018-07-30030 July 2018 Figure 11.2-2 P&I Diagram Liquid Radwaste System. ML18192B8922018-07-30030 July 2018 Map 3-9, Proposed Palo Verde-Devers 500kv Transmission Line, Cultural Resource Impacts. ML18192B8902018-07-30030 July 2018 Map 3-7, Proposed Palo Verde-Devers 500KV Transmission Line, Wilderness Impacts. ML18193A0802018-07-30030 July 2018 Figure 10.4-9, Auxiliary Feedwater System. ML18192B8912018-07-30030 July 2018 Map 3-8, Proposed Palo-Verde 500KV Transmission Line, Visual Impacts. ML18192B8882018-07-30030 July 2018 Map 3-5, Proposed Palo Verde-Devers 500 Kv Transmission Line, Land Use Impacts. ML18192C0052018-07-18018 July 2018 Drawing 13-E-ZJC-034, Rev. 0, Control Bldg Conduit Arrangement Plan at El 74ft Level Ab. ML18192B8372018-07-18018 July 2018 Figure 1, Red Lake Canyon - Mohave, Bridge Canyon Country Estates, Alternative Segments. ML18194A2582018-07-13013 July 2018 Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 44. ML18194A1552018-07-13013 July 2018 Log of Boring PV-2 ML18194A3672018-07-13013 July 2018 Figure 2E-2, Geomorphic Profiles, A-A' and B-B'. ML18194A2542018-07-13013 July 2018 Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 37. ML18194A0702018-07-13013 July 2018 Log of Boring PV-64 ML18194A2772018-07-13013 July 2018 Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Areas, 1 + 2. ML18194A1562018-07-13013 July 2018 Log of Boring PV-3 ML18194A0522018-07-13013 July 2018 Site Property ML18194A0692018-07-13013 July 2018 Log of Boring PV-63 ML18194A1582018-07-13013 July 2018 Log of Boring PV-5 ML18194A3692018-07-13013 July 2018 Figure 2E-5, Location of Gila River Terraces and Major Photo Lineaments. ML18194A0582018-07-13013 July 2018 Figure 2.5-8, Sections Through Site Vicinity. ML18194A1612018-07-13013 July 2018 Log of Boring PV-1 ML18194A2602018-07-13013 July 2018 Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 32. ML18194A2612018-07-13013 July 2018 Drawing, Unit 3 Power Block Excavation, Vertical Projection of Map Area, 33 + 34. ML18194A1572018-07-13013 July 2018 Log of Boring PV-4 ML18194A1602018-07-13013 July 2018 Log of Boring PV-7 ML18194A0452018-07-13013 July 2018 Figure 2.5-27, Palo Verde Hills, Profile 3-4 ML18194A0462018-07-13013 July 2018 Figure, Profile 1-2. ML18194A0672018-07-13013 July 2018 Figure 2.5-86, Location of Gila River Terraces in Relation to Lineaments. 2023-06-30
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NATURAL GAMMA LOG INCREASING ~ BAS I C PROPERTI ES SO I L LITHOLOGIC DATA CARBONATE PALEO.
MAGNETIC 940'+
RADIATION DESCRIPTIONS UNITSL CONTENT POLARITY COUNTS PER SECOND 84 90 Ioo no I20 Q POSITIVE 90 90 /50 l50 lro l90 2/0 Pl 0 ELEV 0+t e NEGATIVE SILTY'APID WITH CLAY Ah/0 SZAVELLY 5AND I (5M-5P),
rrd-D ow,lo to med m
~ 20 plast cify, angular to subroundsd, I 01 madam dr so,d y, crudely 40 00 sfrahlitdi cobbles to 2 .
SILT/'LAY VVITH 5AHDifCH'.CL) brown m a' I'r h gh ploshu/y vrry SM/
~ ~
00400000 WATER LEVEL 40 damp/ aeon'rrrd rahchr ntdv/es I ~ 00 4 ~
CLAYEv SMr. Sicrr CLAY,(ML-CL), GT Drown, /ow to mc'diam plaohc ty,
~ ~ very rtiff, os/, m coceou e 55 it 00 ~ ~
GO SILT Y SAND, (Shf), bro~n, low ploshc ly, dense, wet, scatft ed gm el 59 8AAIOY CLAY WITt/ SILT, fCL CH),
Dre, mod um ploslic fy, vrry sht/
mo st tr damp; scoftr d calicht 95 4 li d los( focal fh n 8 Ity rond 04 horirons SILTY SAND AND SAIYDV SILT; 8 100
~ ~ /EM hfc), Dro n, vrry sl tl t dense, mo s/, crvdrly strohhtd
)L ut lo ass Izo SILTY CLAYAIVD CLAYEV SILT; 127 (cL.ML), mottled Drown, /ow to mtd pl I Iy, rhff tt hard, wet, 00
/4 scot/ V gra e/and conchs nodules 4 ~
10 0I CLAYEY SAND AND CLAYEV SILT, (SC ML) I ght Drown to gray asm lo to ed m ploshcrty, ery dense or hard, mast 20 zzz st 0 24O Zoe SIL (CL.
TY C'I AY AND SIL T VVITH CIA Yl rad-Drown, low ta h gh 245 CH),
200 ploshcity, moist fo damp, scat/ared ca/cha nodule s, occasional Sandy sil/ hor cons.
I ~ 00 4 ~
540 CLAYEY SAND ADID SANDY CLAY, (SC CLI hro, hard a ve y dense,
'nds mott/, scattered cahche noduiesi 54/
cobb/to and boulders ot 554'rudely 550 s I ra ti/<<i d DANDY SMr ANo SILrY SANoi (ML. SM), /ight Drown, very st/H to 400 bord, slighHy nio stl s oh'ared cal che nod les PAIVCLDMERATE, /ghf brown to gray,moderately heed to hard, slightly cafes o slanpvla Io 8th-angular,poorly so Ied, y'Io Ii 440 olcon c cleats no matrir ot tint si/ly sand; upper lp'-l5'mode ately 100 iathtred 400 40O TO 485. S 500 SAMPLE LOCATION ~ DEPTH L FEET) ~
SYMBOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl piss/icily indes ssfu D vsz (lstz/ Inc/no//or, of remnant mopnrlic vector in general ogreemenl
(+) or opposilion lo (E) I the presenl mognihc
~
minus 200 percent possinp 200 sieve ssTu Dtzs wilh W/0 percent moistvre ZSTHI Ii tzt (Is/I/ /Ir/o' Sd dry dens iy S ST//I D ZZ/8" tl Magna/ c vector ndelerminofe SAMPLE TYPE Drive Sample Pitcher Tube Somp/e Ivy core, No. Indicafes % Recovery Poleomagnalic Reverso/
8 izs ID ezfv D E 5 0 R 9T 0 N5 I I depth eleve/ion Slondord Penetrotion Test, "hl"volte ZSTsi D/88r-8T Lilhologic descriptions were compiled from gaolopisls field lope, CARBONATE CONTENT lohorafory lssl data, ond dow -hole peophysics P'eld logs were Ho Reaction prepared in accordonce wilh ASTM D2488-69 Classifical ons Dosed on laboratory feel data ore /n accordance win ASTM Sl pnny Reachve
+
Moderately Reactive D248T-69. Rocs descriphons follor procedures ovdined in fhe QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume SD,
+ Ihphly Reactive No I Descnphons lor rotary Danngs are Dosed upon cull ngs (Dosed on sample reachon lo a IDN HCI solo/ion) samples, gsophys col lope ond dr/oars'cammenis UNITS Llnils column refers to penerol strahgrophic divisions ialtniihed wilhin Ihe basin sea/mania LOG OF BORING PV-25