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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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NOTE:
MECHANICAL REBOUND STATION DATA The momtor pm for bomng 16 is against wall of PVC and range pole cannot touch top f or red ding.
aomng 16A wos moved 7.5 north and replaces bomng 16 in the monitor network.
40 50
's o
I'O LITHOLOGIC DATA Elev -952 11' DESCRIPTIONS SILTY SAND; (SM), light 'brown, medium dense, occasional gravel.
GRAVELLY SILTY SAND; SILTY SANO, (SM).
occasional T.O -21 (SM),
light gravel.
light brown, dense, brown, dense, dry; dry.
dry to moist; MECHANICAL REBOUND STATION DATA Initial elevation of momtor pin 932.37' 20 30 40 50 LITHOLOGIC DATA rlev.-952 11' SILTY SAND; (SM).
occasional GRAVELLY SILTY SAND, 215'XPLANATION SILTY SANO, (SM),
TD slightly DESCRIPTIONS light gravel.
light micaceous; brown, medium dense, (SM), light brown, dense, brown, dense, occasional dry; dry.
dry to moist, gravel.
DESCRIPTIONS Lithologic descriptions were compiled from field logs. Field logs were prepored in accordance with ASTMI D2488-69.
WAT ER LEVEL 60 Measured Water Level
)5'.
Absence of symbol indicates that 70 70 DEPTH I DEPTH I either the water level was not (FEET) BORING LOG MR-16 (FEET) BORING LOG MR-16A encountered or drilling operations, caving, etc., prevented accurote water level measurements.
Measurements are approximate.
MECHANICAL LITHOLOGIC DATA MECHANICAL LITHOLOGIC DATA REBOUND REBOUND STATION DATA DESCRIPTIONS STATION DATA DESCRIPTIONS NOTES:
Elev 949 49' El ev -949 SAND; 30'ILTY (SM), light brown, medium dense. dry to All borings drilled using 8u hollow moist; occasional gravel.
GRAVELLY CLAYEY SANO; (SC), brown. dense, motet.
stem au g er.
IO light brown to brown, dense, Initial elevation Sc 2.Refer to Figure C-I for schematic
'q SILTY SANO; (SM), dry of monitor pin. light brown, rlense, dry to moist; to moist, slightly micaceous; occasional gravel. 934 95' SILTY SAND; (SM),
occasional gravel. of typical Mechanical Rebound
-14 s
T 9 Anchor.
o 20 Dw GRAVELLY SILTY SANO; to moist.
(SM), light brown, dense, dry 20 30 o
SILTY SAND, (SM),
slightly light micaceous; brown, dense, occasional moist, gravel.
30 GRAVELLY SILTY SAND; (SM), light brown.
40 40 50 SILTY CLAY, (CL), brown, low plasticity, stiff, moist. 50 Arizona Nuclear Power Project Palo Verde Nuclear Generating, Station Initial elevation Units 1, 2 & 8 of monitor pin: 60 60 885.58' T.D BORING LOGS 70 -55.1'ORING 70 MR-16 THRU MR-18 DEPTH-I DEPTH+
(FEET) LOG MR-I7 (FEET) BORING LOG MR-IB Figure A-8