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
BASIC SOIL PROPERTIES LIT DESCRIPTIONS BASIC SOIL PROPERTIES LITHOLOGI DA DESCRIPTIONS BASIC SOIL PROPERTIES LITH OG I DESCRIPTIONS DA A SYMBOL EXPLANATION N
Na LL PI 200 w/c 90 I I0 IO 20 100 120 IO 20 30 40
ELEV-946. 6/
SANDY 5/LT fML) hqhtb, Io plo >> ty,*hff4 y.
CLAVFY SAND/I'5C),do k 6,1o 6
d<<p/o 6 ty,d
/ yh//y
- t.
SAIVDY 5/LT(MLS9 ay tuy IIo -6 n, Io pic*6 Iy, y Iif, d yto skqhtly l.
ad oI ly o4 4 w/6 4o/t*
5ILTY SaND-SAAIDY 5ILT(oils htL)y il
.6, Io pl h fy, 4, shqhfly I I t.
SILTYSAAID-CLAYEYSAAID (Shi'- SC)uo k 6 o, I p/ sh ty,
SANDVCLAY-CLAYEYSAND.(CLSC),do kb o,Io I
d plo*hnty, y III,
- II
SANDY CCAV 51LT/'AND/(CL-SM)do I !
n, N
illus PI 200 10 20 30 C. '
'0
ELEV-94 9. 60
5/LTI CCA1 WITH Gl/AVEL,(CL), 6
- d pi I ty W /II y
htf, d y
5ANDVCLAY-CLAYEV5AND. (CL-SC)b, I I
5 <<plo Iw ty, y I ff, riqhtly o*t
SANDY SILT(A1L),y II -6, o Pto I Io Io p/o*6 iy, y
htf, )qhny
SICTV 5AAIO 54k DV SILT (SM NL)y II
-6 p/
6 pi h ty,d, lqhtly 5ILn SAA/D W/TH GRAVEL (SM) 6 pl I
I pl st ty 5,
/qht/y o I
Ci A YET 54ND,(SC), d k6, I I
d Pl I ty, 6 I t N
vaua LL Pl 200 ya 10 20 30
ELEV-950 55
SILTY CLAY-CLAYEV 5/LT Wlyt/ 6'RAVFL,(CL AILj,6, d
plosh ly, I/I I y ht/,d y
5ANDY CLAY-CLAYEVSAND/(CL-SC), do 4/,
5 plo I ly, y hff,d y
~SILTY 5AND WITH GAAVEC,(SM), 1o k 6 o, I plo I ty, 5
/ qht/y CLAYEY SAA'D.(SC), 5 1 6,1 I
d p/o 6 ty, d iiqhuy
5ANDV SILT,(MLky IIo -6, pi h
I Io p/o I ty, y ti/,
kqhtty 5/LTY SAND-SAA'DY SILT WITH 6'/7AVFL,(SN ML) y //
6 p/
I la PIo h Iy,d, Iqhiiy I
SAAIDY CLAY CLAYEY SANO IV/TH GRAIIEL (CL 5C) d P/
6 /y, y Mf, /qh//I, CLAYEY SAND (SC) b I w I d
NO RECOYFRY SILTY CLAY(CC) 6 6 5
pi
TD-55
'LAYEY SAND,(SC),
ENGINEERING PARAMETERS Pl ptasticity indek minus 200 percen/ passing 200 weve W/C percent moisture 26 dry density LL
//quid /I/i/if "Nv value standord penetration fest AsT/n D 4zz /49yz/
ASTu D 429 ZsTN D 44'4 /19m/
ASTN DC'el/1-y/
AsTN D 499 411 4sTsi D /sett eT SAMPLE TYPE
~ Pitcher Tube Sample Sfandard Penelrahon Test D E 80 R IP T I0 N3 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 70
SILTYCLAVI(CC),
d-6 o, 5
pie*6 Iy, y Mf, I
TD-65 5 70
NO RLCO VER V
5ILTYCLAV,(CL),
5 6 o, 5
6 hqh plo I ty y /fr
~ Timer'0 70 SAMPLE LOCATION 80 DEPTH J
)FEET)
BORING LOG OF U3-PTO-4 SAMPLE LOCATION 80 DEPTH J
)FEET)
BORING LOG OF U3-PTO-5 L
SAMPLE LOCATION 80 DEPTH J (FEET)
BORING LOG OF U3-PTO-6 PUMP TEST OBSERVATION BORING LOGS OF U3-PTO-4 TO U3-PTO-6 January 19, 1976 Amendment 15