ML18193A086
| ML18193A086 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  |
| Issue date: | 07/21/1976 |
| From: | Arizona Nuclear Power Project |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| A-5 | |
| Download: ML18193A086 (1) | |
Text
2i K /0 l Y yC/
<<~gd r ~
) ~
8 3
/7 w/prrn ",
AB I....
i... w>Pi,
. 833....
3
(,
MULTIPLE POSITION EXTENSOMETER DATA I
L IT H OLO G I C DATA DESCRIPTIONS
El tv.-950 13'0
SILTY SANO, (SM),
GRAOIIIO TO SANO; (SP-SWI, rerl-brown to yellow-brown; gravel lens at 2',
40
'. e vg GRAYELLY SAND; (SP-SW),
yellow-brown; lens of 0,'layey sanrl at 2)'.
Sensor No. 16 IT Etev 895 13' 60 80 SILTY CLAY, (CL), red-brown, low to medium plasticity, firm to stiff, moist, slightly micaceous; yellow-brown sand layer at 5) u 100 Sensor No 14 H El ev.- 820 13' 120 SILTY CLAY-CLAYEY SILT; (CL-ML),
re d-brown, low plasticity, stiff, moist, micaceous.
SILTY CLAY; (CL), red-brown, low plasticity, stiff,
- moist, micaceous.
140 160 CLAYEY SILT, (ML), light brown, low plasticity.
180 200 Sensor No,a E I ev -730.13'220
SANDY SILT (ML)
GRADING TO CLAYEY SILT. (ifL) light brown, nonplastic to low plasticity, trace of clay.
240 260 sr crt'lay, (cLcir),
d-h c high Qr ii r iy.
'ery stiff, moist, micaceous, interbedd ad lenses of clayey silt from 290'-29):
280 300 320 NOTES I. Bottom anchor is set at 305'.
Bomng dmlled and reamed with 5" and 6 I/2 Drag Bits, respectively, to a depth of 297k Bedrock dmOed to 331.5 with 6 I/2 Tri-Cone Rock Bit.
PJO w
gJC',
yy J J.O o ma J
FANGLOMERATE; multi-colored, angular volcanic fragments.
T 9 -331 5'80 400 DEPYN J (FEET)
BORING LOG MPE-5 EXPLANATION DESCRIPTIONS Lithologic descriptions were compiled from field logs. Field logs were prepared in occordance with AS TMt D2488-69.
C)
M r.
03 8)
I 0C~
C. 0 0
c' v
oi 2
C rb tb C'
C m
C WATER LEVEL Meosured Water Level Absence of symbol indicates that either the water level was not encountered or drilling operations, caving, etc., prevented accurate woter level measurements.
Measurements are approximate.