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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 PROPERTIES sa 90 SOIL IOO RO I20 DESCRIPTIONS DATA UNITSY CARBONATE CONTENT PALEO-MAGNETIC POLARITY Q POSITIVE l40 IOO I 0 l60 ISO 2 0 220 Pl ELEV 982 + 0+ 8 NEGATIVE sikyr JRAVEL,
(/sea/bared FANGLDNERATE/
sA/Vo Vviyn GPAvEL A/VD SAND (Sht. CP), kgb t brown, angular to subround d, 20 loose to med um dens e, mo sti occoe onal cobbles and boulders
~SAIVDYSII.T IV/TH GRAVEL, (5M),
brown,shlf, slighNy moisf 40 SILTY SAAID AND SANDY PAAVEL WITH SIL T, /SM.SP), bro~n vt II, moist.
5AAIDY CLAY WITH dJIAVEL. (CL).
TD./65'ITHOLOGIC red. brown.
j 70 CJIAVELL Y SIL T VVITH SAAID (ML) 88 IOO FAJVCLDMERATE, brown black; ~
41 mode ately ho dlangula . poo Iy 63 54 80 AO oo ted volconcro A/rag enlsi it "clayey sand motr/v; cobbles to 87 L 8 common.
WEASVRRO WATER LEVEL 48 14
~ TVFFACEOVS 5AA/05TDIVE, b o n, ode tely ho diangvlar to s'.
i nded,poo ly eo ted quarts,
/20 gran tic itnd vlomorpivc sand in
~ LP orna/ rof gree - h I'e tuHacio s mater~al.
93 ~TVFF, I tc, eat/ to od otely 64 LWL 94 L hard, dev Imbed, o camo ol pwsmotic hornblende phenocrysfs 43 VEAL 50 FAAIDESITE, red. moderately ha d, 38
+ i+ / highly weal'bared, very lrocturtd, h F/Id th d %%dy 20 240 340 360 400 440 460 480 500 520 SAMPLE LOCATION ~ DEPTH / FEET) ~
SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl minus W/0 200 plus/ city index peicent passing 200 pe cent mo stv e sieve vsrw Ii vzz (lstzJ v s ra ' czs vs re .
a vsv herd Incknolion of remnant mapnetic vector in general opreemanl with held.
((P) or opposihon to (e) the present magnetic Ed dry densi/y zstwl a zz/e-ti 8 klapnel c vector indeterminate SAMPLE TYPE Dave Sample Pitcher Tubs Sample NK Core,No. Indicates % Recovery Paiaomagnetic R'@versa/~ID DE It iss ezr V
y 9 0 R I PT I 0 N 8 depth elevation Standard Pen/i/ration Test, h'o/ve zsln a/sea-st L 'tholog c descriptions were compiled /rom geolopisls field logs, CARBONATE CONTENT laboratory lest dale, ond dawn-hole peophyslcs Field lope were h'o Reaction prepared in accordance with ASTN D2488-69 Classifications based on laboratory fest data are In accordonce with ASTAf Sl ghtly Reachve
+
Nodeialely Ihphly Reaali ve D2482-69 Rock descriptions fol/ow procedures outlinedin the QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume 50, Reactive
+ No I Descrlphons for ro/ory borings are based upon cvtlinps (based on sompls reacfion to a ID% HCI so/idion) samples, geophysical lope ond dr/liars'comments UNITS Lint/s column refers fo gene ol slraligrophic diwsions identified within Ihe basin sed ments LOG OF BORING PV-39