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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 Ea SOIL 100 UO 120 LITHOLOGIC DESCRIPTIONS DATA UNITSY CARBONATE CONTENT 9
PALEO-MAGNETIC POLARITY POSITIVE iOO iEO inO i O ISO EOO 22O Pl vie 0 2 ELEV e NEGATIVE Es LIGD'RAVELLY SILTY SAND AND SAIvDY 5/L. Ti FSM. MLJ,brown to grey br wn, nonploet/s fe low ptoetnlty, loos, dry, crudely rl /IArd.
CLAYEY SAAID Wl(H CRAVEL, (SCJ.
mollhd b ow, madam plant(<<ly, memum dr sr,most.
SILTY SANDI (DIV. SPJ, gray-bro n, 40 /ow ploefictty, rry dens . <<<<rt, m/cocoons, rorc grovel.
HP es ~D SILTYSAND NvD SANDY GRAVELLY CLA Y, (AIL CLJ,D own to gray. (rw 4 to ado<<pleat/<<fy, edu dr se, crudely atro/ ftrd.
100 5/LTV SAND AND SANDY 5ILT NErtEURE0 HATED LEVEL IV(TH CLAY, (SM.MLJ, brown, low to mod/urn plaehc ly, m dumdrrts
~ till, mo/et, crudely strohhed DO CLAYEY 0 ILT AIVD 5(L TY CLAY/
10 (Atc CL CHJ, b~own,low ton/gh plarhctty, very ehlf lo herd, nt<<sf, n crudely etrohh'ed, m caceous.
CLAYEY SAND AWD 5ANDY CLAY, (SC-CLJ, ltght Drown, low to <<return GS EO plash<<ty mcd/um dense or aM/, IOS crudrly st aAArd.
120 e I I d lo ese EJ 1ST 146 SILTY CLAY WITH SAND,(CL CHJ, ltght Drown to r d-br 1 ST mod/un/ to high ploshc/ty IBS EOO e 22O SILTY CLAY AIVD SANDY ~R w tlt Scattered sandy e H ond CLAY,'CL.CHJ, 8 Tso 240 <<Ity s d her/sans, rrd-b o 240 lo ton gh plashc ly e y ehff to hard, damp 2SI CLAYEV SAIVD WITH GRAVEL, fSCJ,
+++i+ brown, dense.
96
++ 4. AAIDE5(TE I gray,haw/, holo-99 + A crystrll/ne, v s cola, very frottu sd 96 ++++ TD-SOT' 400 440 4SO 52 SAMPLE LOCATION ~ DEPTH (FEET) ~
SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl minus W/0 200 plasticity Inde*
percent pitssinp 200 steve perceni mo/stere rtsTv D AsTw D rss rsc'letsl Asr<</ D 4sr (let/i Inc(/noilart wilb
/ni/d of remnon/ mopneltc vector in general agresmenl
( J or oppost//ort lo I e J fhe presenf mogmlic Asrw/Dst/e rl 8 stagnate vector ndelsrminate w
~
Sd dry dens ly depth Reverso/~(0 II SAMPLE TYPE Palaomopnetic iss Drwe esr D Somple pilsner Tuiesompie elevat on NA'oro,No. Irtdicaies A Recovery DE 9 0 R I PT I 0 N 5 Standard Penetration Test, N valve ssvw D tees-er Litholopic descriptions were compiled /rom pea(op(ate field lope, laboratory test data, ond down-hole geophysics fi'eld lope were CARBONATE CONTENT prepared M accordance with ASTM D2488-6'9 Cfossil'icattons
- 4.
IVD Reitct otl El/phily Reactive Dosed on laboratory lest dote are (n accivdonce with ASTAI D248T-59. Rocrt descriptions follow procedures ovtlined in the sfoderately Reochve
+
+
tfiphly Reoclive OUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume SD, No / Descriptions for rotary Dorinps 1/re based upon cvllinps (based on sample reacA'on lo o ID% AICI solution/ samples, geophysics/ lope ond drillers'comments UNITS on(fs column refers, to general slrahproph/c dkwstons IeVnlllied w/th/n Ihe Drain see/ments LOG OF BORING PV-21