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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 RADIATION COUNTS PER SECOND
~ BAS I C PROPERTIES SO I L Sd 90 100 II 0 120 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARSONATE CONTENT PALEO-MAGNETIC POLARITY Q POSITIVE 120 I 0 160 180 200 2 0 240 PI 2 sfc ELEV.-D(6'+
CLAYEY SILT WITH5ANDI(ML),
e e
NEGATIVE 6e red-b own, soft to ery shH, 8 ~ mope(, m pcs saws.
IIEASVRES WATER LEVEL 73 20 5ILTY CLAY WITH SAAID/(CL CH e 64 red-bro n, very ehlf, dry, M Ee sta ns, mica roue.
brown, med WITHdense, SILTY SAND CLAY, (SM),
g 8 ~
ee::
18 um mo ut, scattered 8 o el 96 CLAYEV SILT AND SILTY CLAY; shit,dry ee 60 (ML CL).brown, very
~ ~ to mope/, nhrbedded TS
~ ~
60 5(L TV CLAY'V(7HSAHID, (CL-CH),
brown, very shit, d y to mo rt, 91 Mn speck ee 96 8 ~ RF SI8 0 94 8 ~ brown, shlf CLAT'EY SILT WITH SAIVD,(ML) to ery shlf, mo st I IS 120 91 Iee 89 14 86 14T 94 5/ItffTYn/CLAY,/CL-Ch')
to brown, very 91 168 83 5ANDY 5/LT AND CLAYEY 5(L7/
(ML), brown,st ff,mens/ to et.
96 8 ~ 3 189 R T 97 E) 8 ~
SILTY CLAY, (CL CH), red-brown, vcr/ ntpff to ha d, npo ot, 240 scalfrrad Mn spectre( hard ca(ebs horizons at SDT'.
8 ~
260 00 s ~ 5ANDY SILT WITH CLAY,(ML),
brown, f rm to shff, dry to mo 5caNe ed cal/chc mlu( s n ~
340 siLTY SAND Wiyh CRAVE/.,(SM) brown, med um dense,mo sh 0/ot/fe flech's 71 a
76 FANGLDAAEIFATE, gray 5 o n, 45 moderate/y hard to ha d/
n 9 a gular locus o dad, pomly 400 sorted 9 a te. sch st o d gne ss 65 , J.Q clasts m cv clayey sand mofmvp grades to cp ad a hone sa d-57 u(one fh depth 420 1DD ee METAGRANITEI whpfe -9 cen, 105 tohaten 0 440 ~TD - SST 460 tie/d Aeo 500 520 540 SAMPLE LOCATION ~ DEPTH (FEET) ~
SYMBOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl minus W/0 200 plus/ chy mdep percent passing 200 sieve percent mo store ASTN D 422 0972/
ASTAI D 425 ASTN. D 424 H97/I inchnation with /Q/
of remnant magnetic vecloi or opposition lo f8 I (n
tive general agreement present magnetic Ed d y density A SIN/ D 22(S-7(
e Magnehc vector indeterminate
~
SAMPLE TYPE Dr/vs Sample P Iche Tube Sample NZ Core, ha I a/colas 4% Ilecoverf Paleomognehc Reverso/~ IF (26 ID ezl5 W
D E 6 0 R P TI 0 N 6 I
dep/h elevation 63 Standard Pens(ra(pun Test, N value ASTN D(584-ST L Ihulog c usscriplpons were compiled from geologists fiuid logs,
/aDaralory les( solo, ond down-hole geophysics Field logs were NoCAR80NATE CONTENT prepared (n accordance with ASTM D2488-69 Class(fpcations
+ React/on Stighhy Reaclive Dosed on laboratory his( data are 'n Deco/nance with ASTM D2487-68. Ross descriptions /oho procedures outlined in Ihe
+
+
Moaeralely React/vs tflg*(y Reactive QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume SD, 6'o I Descrpl ons fur rotary borings ors based upon cut linps (Dosed on sample react on la a IDN HC/ solution/ samples, geophys cal logs and dril/srs'communis UNITS Dolls col mn refers to genera( sltohgraphic C/ws(ons idenhfied wplhm Ihs basin sea/ments LOG OF BORING PV- S2