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| | number = ML18193A663 | | | number = ML18193A663 |
| | issue date = 07/12/2018 | | | issue date = 07/12/2018 |
| | title = Palo Verde - Log of Boring PV-32. | | | title = Log of Boring PV-32. |
| | author name = | | | author name = |
| | author affiliation = Arizona Public Service Co | | | author affiliation = Arizona Public Service Co |
Revision as of 02:29, 1 April 2019
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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-INCREASING RADIATION~BAS I C SO I L PROPERTIES LITHOLOGIC DATA PALEO-CARSONATE MAGNETIC DESCRIPTIONS UNITS L CONTENT POLARITY COUNTS PER SECOND 120 I 0 160 180 200 2 0 240 PI Sd 2 sfc 90 100 II 0 120 ELEV.-D(6'+
Q POSITIVE e NEGATIVE IIEASVRES WATER LEVEL 6e 73 64 18 96 91 96 94 91 8~8~~~~~8~8~20 60 60 120-CLAYEY SILT WITH5ANDI(ML), red-b own, soft to ery shH, mope(, m pcs saws.-5ILTY CLAY WITH SAAID/(CL CH red-bro n, very ehlf, dry, M sta ns, mica roue.-SILTY SAND WITH CLAY, (SM), brown, med um dense, mo ut, scattered 8 o el-CLAYEV SILT AND SILTY CLAY;(ML CL).brown, very shit,dry to mope/, nhrbedded-5(L TV CLAY'V(7H SAHID, (CL-CH), brown, very shit, d y to mo rt, Mn speck-CLAT'EY SILT WITH SAIVD,(ML) brown, shlf to ery shlf, mo st e e g Ee ee:: ee TS ee RF SI8-0 I IS Iee 89 86 14 14T 94 91 83 96 97 8~-5/I TY CLAY,/CL-Ch')
brown, very tff n/to-5ANDY 5/LT AND CLAYEY 5(L7/(ML), brown,st ff,mens/to et.3 168 189 R T E)8~240-SILTY CLAY, (CL CH), red-brown, vcr/ntpff to ha d, npo ot, 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 f lech's 71 76 45 65 57 1DD 400 420 a n 9 , J.Q-FANGLDAAEIFATE, gray 5 o n, moderate/y hard to ha d/a gular locus o dad, pomly sorted 9 a te.sch st o d gne ss clasts m cv clayey sand mofmvp grades to cp ad a hone sa d-u(one fh depth ee 105 440 METAGRANITEI whpfe-9 cen, tohaten~TD-SST 0 460 Aeo 500 520 540 SAMPLE LOCATION~DEPTH (FEET)~SYMBOL EXPLANATION ENGINEERING PARAMETERS Pl plus/chy mdep minus 200-percent passing 200 sieve W/0 percent mo store Ed d y density ASTN D 422 0972/ASTAI D 425 ASTN.D 424 H97/I A SIN/D 22(S-7(SAMPLE TYPE-Dr/vs Sample~-P Iche Tube Sample-NZ Core, ha I a/colas 4%Ilecoverf 63-Standard Pens(ra(pun Test, N value ASTN D(584-ST CAR80NATE CONTENT-No React/on+-Stighhy Reaclive Moaeralely React/vs++-tflg*(y Reactive (Dosed on sample react on la a IDN HC/UNITS solution/Dolls col mn refers to genera(sltohgraphic C/ws(ons idenhfied wplhm Ihs basin sea/ments PALEOMAGNETIC POLARITY inchnation of remnant magnetic vecloi (n general agreement with/Q/or opposition lo f 8 I tive present magnetic tie/d e-Magnehc vector indeterminate W dep/h Paleomognehc IF (26 Reverso/~ID ezl 5-elevation D E 6 0 R I P T I 0 N 6 L Ihulog c usscriplpons were compiled from geologists fiuid logs,/aDaralory les(solo, ond down-hole geophysics Field logs were prepared (n accordance with ASTM D2488-69 Class(fpcations Dosed on laboratory his(data are'n Deco/nance with ASTM D2487-68.Ross descriptions
/oho procedures outlined in Ihe QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume SD, 6'o I Descrpl ons fur rotary borings ors based upon cut linps samples, geophys cal logs and dril/srs'communis LOG OF BORING PV-S2