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Category:Drawing
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
~ BASIC SOIL LITHOLOGIC DATA PALEO.
95/'+
CARBONATE MAGNETIC INCREASING RADIATION PROPERTIES DESCRIPTIONS UNITS L CONTENT POLARITY COUNTS PER SECOND 8 4 90 Q POSITIVE I20 e---
IOO IIO 120 I 0 160 180 200 20 240 Pl u/c ELE V-Me CAAVELlI SAND, (SP- 5'P),i ght brown, nonploshc, c/ngular to 47 89 eubrounded, poorly sorted, d y f3 i7 20 13 C/.AYEV SAAID AND SANDY CLAY/
4 (SC-CL.CH) bra n, lo I'o high plash cTty, very nt/ff, mo st 40 SANDV CLAY AND SAAIDI SILT, 42 (CL ML),bro n,low tomed m ploshc /y, OIT/I, mo stloccomo/ al Sand lens s 60 CLAYEVSAND,(SC),Dro n,dense, e 62 12 81 mo/st dI 8 SANDY CLAY-SANDVSILT,(ll M 60 own, low Io med um piss/ c ty, very sfirf, moist, m/coceo e
MSASU829 WATSS LEVEL 81 8 64 100 H CLAVEI SAIIIDI(SC), brow~, dense, i04 120
/TTO/St Clbro, law to med ve A YE Y SIL T -
y shif, Sll Y Cl 4 Y(Ml T
um pins OTsfl loca/ increases hc
. CL),
ty.
e
@10 R Iso 8I3 115 126 0
ln sand content 136 80 l4 j SILTY CLAY//CH), brown, very eh/I, moist, 2 oy-gre fo/ clay.
st ng rs of CLAYEY'AAID,(SC)brown, dense,
- ww 147 157 166 SILTY'AND VVITIIOAAVEl,(SM).
brown-Pray, dense, mo st
~ sti/f, moist fiVIL),Dro SAAID Y SILT, n, very i66 200 166 Sll.TV SANDAND SAIVDV SILT/
fshn.ML)b own. dense or very 206 shif, motet.
e,,- 0 98 72S 232 240 241 SILTY'LAYAAID SAAIDY CLAY:
34 99 (CL- CH) red- brown, med/um la ' 251 high plashc fy, very shff to 260 ha d, mois/I sand ncreae s th depth 263 274 280 00 Sil. T V CLAY-CL AVE V Sil Tl(CL-ML),
red-b o,stdi/o ery shit, th depth mals/, s/H mu eases 340 360 I SANDY SILT AIVD SANDV CLAY/
(h/L cL),b a n,vr y ohl/,most, sf ahhed 60 400 'DZ'..
FA/VsLDAAERATE, /ghf 0 y to brown, mode /stely hard to 80 hard/ subangular, poorly oo ted, 42 r mired vole/vn c ctaste in a o Ify sand metr r
.'.o.
II 440
+'+'+
i 2 0
+ + ANDESITE) 9 ay, ha d, v s/c Inr.
+ +)+ dense, ve y Ira t ed,mode tr/
+i+ weathered 100 480
+++
+ +
53 TD - 48& S
'00 520 540 SAMPLE LOCATION ~ DEPTH (FEET1 ~
SYMBOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY PI minus W/0 200 plasncity mdeu percent passing 200 sieve pe cent mo slu s Astn D 422 ASTW D 423 ASTN D 424
(/9/2/
(/9tt/
Inc/mal/on wild f/e/d I'(g )
oi remnant magnetic vector in general agree/oen/
or oppos/I/oo lo / Q I Ike present magnetic Sd dry density ASTA/I D 22/e-I/
8 Afagoel/c vscto/ inde/a/minn SAMPLE TYPE Diivs Sample P /cner Tube Sample Ny Core,No Ied/cele/ % 8'ecovery Poleomognslic Reverso/~ /7 ID lss sst 9
V DESCRIPTIONS depth 4 levat/oe slaeda n psoetralloo Test, "h"volue Asm I ises sf ~
Lilnoiag c dsscriphoas were comp/led from geologists field /ogs, laboratory lssl solo, ond down-hole geopkys/cs Field logs were CARBONATE CONTENT prepared n accordance wi/8 ASTN D2488-69 Clossilicotions 4
No R! action Sl ghny Reactive Dosed on laboratory leal dole arein accordance w Ih ASTM D248T-69. Rock descriptions follow procedures ouNinedin fhe kfods ately Ress/i vs
+
+
H gbiy ReacHve QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume 50, Na I Descnpt oes for rotary Dor'ngs ore Dosed upon cut/'ngs
/Dosed an sample reset on lo a IDN HCI solo/'on/ samples, geophys col logs ons drillers'comments U NITS Itn Is column refers Io general sisal/graph/c dlvTsions /denhfied witkm lhs Deem sed/meals LOG OF BORING PV-22