ML18193A085: Difference between revisions

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

Revision as of 20:32, 20 October 2019

Figure A-8, Boring Logs MR-16 Thru MR-18.
ML18193A085
Person / Time
Site: Palo Verde  Arizona Public Service icon.png
Issue date: 07/21/1976
From:
Arizona Nuclear Power Project
To:
Office of Nuclear Reactor Regulation
References
A-8
Download: ML18193A085 (1)


Text

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