ML18194A170
| ML18194A170 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  |
| Issue date: | 01/19/1976 |
| From: | Arizona Public Service Co |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML18194A170 (1) | |
Text
N Na LL BASIC SOIL SAMPLE PROPERTIES PI LOCATION 200 w/c 90 100 IO 20 I I 0 120 DEPTH
)FEET)
IO 20 30 40 70 80 J
4, LIT ELEV-94 6. 6/
SANDY 5/LT fML) hqht CLAVFY SAND/I'5C),do k
/ yh//y 5ILTY SaND-plo*hnty,
- t.
SAIVDY 5/LT(MLS 9 d yto skqhtly shqhfly SANDY CCAV SILTY CLAVI(CC),
TD-65 5 SAAIDY DESCRIPTIONS b,6,1o ay tuy IIo -6 Io
- l. ad oI ly o4 plo >>
5ILT(oils htL)y il II SANDVCLAY-CLAYEYSAND.(CLSC),do y I II, *I I t.
SILTY SAAID-CLAYEYSAAID (Shi'- SC)uo k 6 51LT/'AND/(CL-SM) do I d-6 o, 5 BORING LOG OF 6
n, Io kb ty,*hff 4 d<<p/o 4
6, pie*6 Iy, o, I o,Io n,
6 pic*6 Iy, w/6 4o/t*
Io y.
ty,d y I if, pl h fy, p/ sh ty, I
y Mf, U3-PTO-4 d
I N
illus SAMPLE BASIC SOIL PROPERTIES PI LOCATION 200 DEPTH
)FEET) 10 20 30 70 80 J
C.
'0
~
SICTV 5,
5ILn It Ci h
A YET
'0 LITHOLOGI ELEV-94 9. 60 htf, d y 5AAIO ty,d, 54k
/qht/y o I DESCRIPTIONS 5/LTI CCA1 WITH Gl/AVEL,(CL), 6 5ANDV CLAY-CLAYEV5AND. (CL-SC) htf,y I ff, riqhtly o*t SANDY SILT(A1L),y II pi
)qhny DV SILT lqhtly 54ND,(SC), d NO RLCO VER V 5ILTYCLAV,(CL), 5 6 Timer k
o,
-6, (SM NL) y II SAA/D W/TH GRAVEL (SM) 6 6,
5 I I DA b,
6
- d
-6 d
I o Pto I Io Io pi I ty W /I I pl I Pl I
p/ 6 I pl st ty I ty, 6 hqh plo I ty BORING LOG OF U3-PTO-5 y /fr y
5 <<plo Iw ty, p/o*6 iy, y L
N vaua SAMPLE BASIC SOIL PROPERTIES LL Pl 200 ya LOCATION DEPTH (FEET) 10 20 30 70 80 J
ii ELEV-950 55 plosh ly,
~SILTY y hff,d
/ qht/y qhuy kqhtty LITH 5AND I la PIo h Iy, CLAYEY SAND (SC) b NO RECOYFRY TD- 55
'LAYEY SILTY CLAY(CC)
I/I I y
d, OG I DESCRIPTIONS y ht/,d y 5ANDY CLAY-CLAYEV SAND/(CL-SC), do WITH GAAVEC,(SM), 1o k 6 CLAYEY SAA'D.(SC), 5 5ANDV SILT,(MLk y IIo 1
-6, 6,1 DA A SILTY CLAY- CLAYEV 5/LT Wlyt/ 6'RAVFL,(CL AILj, I
4 5/LTY SAND- SAA'DY SILT WITH 6'/7AVFL,(SN ML) y //
SAND,(SC),
6 6 Iqhiiy IwI 5
BORING LOG OF I
SAAIDY CLAY CLAYEY SANO IV/TH GRAIIEL (CL 5C) d P/ 6 /y, y Mf, /qh//I, d
pi
/,
o, I pi h I d
Io 6,
plo p/o 5
I ty, 5 p/o 6 ty, d I
U3-PTO-6 6
d plo I ty, y ly, ti/,
p/
Pl minus W/C 26 LL
~
200 "Nv value SAMPLE SYMBOL EXPLANATION ENGINEERING PARAMETERS ptasticity indek percen/ passing 200 weve percent moisture dry density
//quid /I/i/if standord penetration fest TYPE Pitcher Tube Sample Sfandard Penelrahon DE 80 R IP TI0N3 Test AsT/n D 4zz /49yz/
ASTu ZsTN D 429 D 44'4 /19m/
ASTN DC'el/1-y/
AsTN D 499 411 4sTsi D /sett eT Lithologic descriptions were compiled from geologists field /ogs ond loboraloiy lest data Field /ogs were preparedin accordance irith ASTM D2466-69 Classificohons based on foboratory test data are in occordonce with ASTN 02OST-69 Rock descnptions follow procedures outhnad in Ihe QUARTERLY OF THE COLO-RADO SCHOOL OF MINES; Votume 50, No I Descnpilions for rotary bonngs ara based upon cuttings samples and dritters comments PUMP TEST OBSERVATION BORING LOGS OF U3- PTO-4 TO U3- PTO-6 January 19, 1976 Amendment 15