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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 COUNTS PER SECOND
~ BASIC PROPERTIES 34 SOIL I20 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARBONATE CONTENT PA LEO-MAGNETIC POLARITY Q POSITIVE
-i IOO I30 /50 170 /90 2IO 230 250 PI 2 "/c 0 2 0 ELEY 9/I 0+ e EGATIVE
~ 5IL 7Y SAND AND SAAIDY SIL 7, (SM.ML), bro n loose d yl accamcvm/I gravel.
~SAND) CLAV,(CL CHJ,red-b o 20 wry sh//, d y (5'M-ML),brown,med SILT/ 5AND AND SAIVDY 5ILTI dense, 40 mo st, m caceou el oc cosvmsa/ (9 Ss thin clay lenses.
j CLAYEY 5/L T AND 5/LTY CLAY; (ML CLJ, ech brown, shtf, mo 'stl poltoso/ development ot 5IL TY SAND AAID SAND V SIL 7 S6 e 67 9O 14'ITH CLAY/(SRI.ML),hght brown, med um dense or ot ff, mo s/I e TS occc/s ona/ thin clay leases.
5/LTY'LAVAND CLAYEY5ILT, e Ss (CL MLJ red-brawn st ff,most, stra/'/ed/ obu d I hsn stone/
occasional thin sand le see o d co/cke adults I'02/0 eie 106 MEASURED WATER LEVEL IEO I'LAYEV stiff, mo st, SILT (ML) brown, hrm cal coe to 8 117 mic ocean el I/adult s obund tl occama I Q 126 thun clay o sand le 14 157 5ILTY SAND/(SM),b to s bong lar, de se, o n, a gular 150 I,
mc reous
~SILT WiTH CLAY,I'ML),hghtbro n. f/3 170 vc'ry shff, mo st 200 I 5/LTY CLAT, (CL CH) red-0 o n, very ahtf to nord, moso ob ndonl colche nod les 240 TCLAYEY SILT,(ML),braw, ve Y 9 shff, mo sh accas onal th n clay
/nterbeds.
~ very 5/LTV CLAV, (CL.CH).
scab'ared stdf to hard, mo red-bra st, n,
cat che cd Ieo 00 TD-SDO'40 360 39 400 440 49O 500 520 SAMPLE LOCATION ~ DEPTH (FEET) y SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pi pleat ci/y /ndec ASTW O Ssc lle/2/ inc//Aohon f (I))
of remn//nl mapnstic vector in general apreemenl fe
~
minus 200 percent passinp 200 sieve A ST/I O SCS with or apposihon la I Ike present magnetic WIG percent moisture ASTWI asst /tert/ fis/d Sd Sry Sensi/y AsTA/I assis-Tl 8 magneltc vector inde/arm/napa r
SAMPLE TYPE Drive Sample Pitcher Tube Sample Nt/ core, Ivo Indicates Ss Recover/
Paleomognehc
//eve/col DE is ies
/0 acrv
6 0 R I 9 TI 0 9 3 depth elevaHon Slonaorp Penetration Teel, N voice ASTn o/sss-sr L//hoiog/c descrlphons were compiled from geolopisls field lope, CARBONATE CONTENT laboratory lest palo, ond down-ho/e psophysics yield logs wars prepared in accordance wile AsTM D2499-69 clossifications h
No Reach'o/I Slighhy Rsochvs based on laboratory lssl dale arein accordance w'lh ASTN D2497.69. Rock asser/plians follow procedures auhined in Ihe elude ately lleacl'
+
+
Higwy RsacHve DUARTERLY OF THE COLORAOO SC~OOL OF MiNES, YoiumeSD, No I Descriptions for rotary borings are based upon cullinps
/bases on sump/e section lo a /0% Hci soluHon) samples, geophysics/ logs und drillers'commenfs 0 NITS Veils coivmn refers lo general a/rat/graphic Shwstans ident///sd w/thin Ihe basin ssC/ments LOG OF BORING PV-36