ML18193A085
| 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
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 for 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 -21I'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 ASTMID2488-69.
WATER 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.
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