ML18193A085: Difference between revisions
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| number = ML18193A085 | | number = ML18193A085 | ||
| issue date = 07/21/1976 | | issue date = 07/21/1976 | ||
| title = | | title = Figure A-8, Boring Logs MR-16 Thru MR-18. | ||
| author name = | | author name = | ||
| author affiliation = Arizona Nuclear Power Project | | author affiliation = Arizona Nuclear Power Project | ||
| Line 16: | Line 16: | ||
=Text= | =Text= | ||
{{#Wiki_filter:}} | {{#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. | |||
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}} | |||
Latest revision as of 20:18, 2 February 2020
| ML18193A085 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  |
| 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