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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
~ BASIC PROPERTI ES
~ s 100 SOIL 120 LITHOLOGIC DESCRIPTIONS DATA UNITS 3 CARBONATE CONTENT PA LEO-MAGNETIC POLARITY IB POSITIYE 90 00 130 /c 150 170 190 210 Pl 2 0 2 ELEII- 94/ 0+ e NEGATIVE us 47
~ ~
~9 dense, SILTY'AAID,(Sht),brown, edam nonplo she, loose Ifreguent 5
gro w/ hoi'icons 'ic'oceoiis 20 SILTVdCLAY, (CL). red brown, very Stiff, y.
CLAYEV SILT YVITHOAND,(AIL),
49 99 brown,ve yshH,mast,rn cue ous.
40 22 91
~ ~
60 34 99 SILTY CLAY,ICL CH), PVITH OCCASIONAL CLAYEY SIL.T I bro 85 n
29 97 to qr en-brown, madam ton yh pnishcity. ery'shff lo nord, e 75 fhyhtly moist/ <<castanet sandy hot'iso
~ ~
22 96 9 ~
II7 120 e EET ISG CLAYEY SAAID AAID SAAIDY CLAY, (SC-CL),bro n,ve y etff<<donee, sliyhHymo sf, stra//bed,occasim /
grovel ctaste CLA YEY CAN VEL uv/TN SAND, (CC),
device SILTI CLAY,(CL.CH), red-brown, h gs 3
pAIshott,vary shff to nord,mc st 2 89 CLAYEY ORAVEL,(ac),red b omni 0,
weathered fanglomerafe i 76 FAIVCLDSSERA TE, mothcd yray-brown, hard, anyvlar, poorly 95 sorted mi cd volcanic cleats n o <<lty sand motmcl ctaste frcvn LI ye'tod ith ro e cobb/ca t S",
100 '9 g, nonDedded, skghfly fra I ed 90 II.
L WBASU929 WATER LEVEL 240 100
~ 'L95 oJ
-;-P 80 76 Ipj ooi
-III 95 70 96 poorly indv oted 48 00 100 SILTY SAIIIDSTDNE I yhl D w
') 0 0
9 88 100 j:
95 340 /3bi 98
.a. 0 9
j.
100 86 - ~-LII 380 100 g ".I)D.
400 o
SILTY SAND5TDNE,hght drown; 42 l 'Cd 3.
tvffaceava.
zd'j 100 440 0.)
1o 460 ju 480 7 SAAIDS TONE/ dark Drown, I ard, svbong lar, ell so~ted, non-10 0 bedded, skghtly frail red 500 +TIIFFACEDI/5 SAND5TDIVE, bro n, hard, occasional basalt ctaste jm'dji dANDV 7'LIFF, 520 dJ ~ /yht D o fo Ate 98 moderately hard, aubanqvla well sorted, nonbedded, non.
80 I. Wow>W fractured, shqhNy weolh r d 97 540 SAMPLE LOCATION 10 0
~ DEPTH ( FEET) ~ < J.S TD-55Z5'YMBOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl plasncily ndes percent passing 200 sieve AStu D 422 II9/2/ /nclinanon I'(P) af remnant mopnetic vector in
/8) tits presentgeneral aqreemenl
~
minus 200 Asti ' A23 with or appasihon to magnetic W/0 peicen/ mo siu e ASIO o A2c (/I'til field.
Bd d y density AS/ul a stilt ./I e Magnet c vector inCetsrminala depth SAMPLE TYPE Paleomagnetic R tss Dnve Sompie Reverso/~ /0 ssr9 Pitcher Tube Sample elevot an Ny care,lvo. Indicates % Recovery 0 E 5 0 R PT I 0 N 3 I
standard penetration Teel, N value Asru cites-pr Lithologic descriptions were compiled from peologlsls /leis logs, laboratory leal data, and down-hale geophysics Field /ops were CARBONATE CONTENT prepared in accordance with AsTM Dpsee-69 classifications T.
No Reaction Siiphiiy Rene/i vs Dosed on loborolory leal dsfo aieiii accordant'e ullh ASTAf 02467-69. RocS descriptions follow procedures outlined In /he Moderately Reactive fP
+
+
N pnly Reoctive QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume 50, No I Descrlpnons lor colory Dorings ore Dosed upon cut/inps (based on sample reaction lo o /0% HC/solo/ion) samples, geophysical /ogs ond dr/gers'comments UNITS veils column refers ta pena a/ slrohpraphic civisiaiis Idenlifted within Ine Dasin sed ments LOG OF BORING PV-20