ML18194A063
| ML18194A063 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  |
| Issue date: | 06/02/1975 |
| From: | Arizona Public Service Co |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML18194A063 (1) | |
Text
NATURAL GAMMA LOG INCREASING COUNTS PER RADIATION SECONO
~ BASIC SOIL PROPERTIES 90 100 IIO 120 LITHOLOGIC DESCRIPTIONS DATA UNITS ~
\
I/0 /30 l50 /TO /90 210 230 N El 4 LL Pl 2 wyc 10 20 3
. ELEV; 553' SAAIDV SILT AR'D 5ILTV SAND/I ML SM), y Hsw b,s I a<<d d,
" r r strr, i, to o, o, Qa n s/LTYSAND WITHGRAVELI(SM),ycno -6 bro d d,i 4 ~ d d *, I, kqhNy o/
~SAND WITH SILT/(SP 54/),y /lc -6 4 n, 6
<<o o / / h d IM d d,m dam a' 20 29 8 47 osr,na a/ra R s, o o s Qe 78 CLAVEV SAND-SANDY CLAY//SC-CL), 6 n, /o piss! ly, 4 6 q I 60 4 ~ d I 4 y d s, o st, od Is/y col sons, o6 d I ca/sh 5
~ ~
o,o,srosos 37 E
23 40 SEND WITH 5/LTI(SP 5ke), rsdo .! 6 dM, d d RE" N
d 4 dyi I, oI REr 5ILTY $AND Ah/D cLAYEV 5AND(SM5cl b w, plo 6 t Io Qo 38 3 plash Iy, d d t d s, st IR I, al 39 21 EE sp *, os SARID WITH 5ILTTSP.SM), y H o/ 9 o sto d I*
w-br, 6 u dsd,d 4 t 60 y Q 32 lb LCLAVEV SSLT CLAYEY SAND Ak/D sdu p/orh ty,s 6 q oIq /th il
/o, hff, if d 5/ITY CLAY (ML 5C I, o/
CL) br oru n Io I Q Go o
CLAYEV SILT(ML), 6 o, *hi/
/y t y Ml, I, %%d 42 22 4o siLTY CLAv(ck),l, o, Ml lo, y shil, SILTY CLAY-CLAVEYSILT,(CL-ML), 6 w,sr s, EoI o 4o, . o 5 26 4 93 4 ~ wai, M Sp 4!
Si, o r, 46 29 tucLAYEY 5ILT(MLLbr, / ffI 6,
l 4 ~ y M/, I, / o s, o ous.
43 19 lao SILTY CLAY (CL) d I hqh plo I ly, y sh/f, m sl, o/ o I,
99 4 37 19 4 5/Lriliwk),b .I pi shaiy,shlf, ti, ul R s 8 o/ M speck I ti' Q 46 29
~
4
~
120 5ILTV CLAY,(CL),
shl/ I oi o so
- 5ILTV CLAY AND CLAVEV SILT,ICL.ML),6 4 y shlf, I, 5
I o, 6 sh plo h o
. I
<<IM sp d.
I kyh pl holy, ks 4
4 4
46 24 4
8 /40 5/LTY CLAY (CL),
/, n col o 6,ts msdum mod S
o/sly h eh piss/
Ico o,ly, HN/
o4o y
I olshs elf/.
W
/ d SILTY CLAV-CLAYEYSILT(CLML),b, IN, t.*lqkny I Q SO 4
4 4
/60 CLAYEY 5ANDY SILT,/ML),b,shfl, I, lqhtly Q 25 4
4 4
4
/80 SILTY CLAY- CLAYEY 5ILTI(CL.ML),
y hrf I h d, i, iyh/Iy I 6, Io I msd um piosh 4
SU 4
4 Q 72
~
4 ~
~ ~
~
200 5ANDV 5ILT SILTl'AND ANO CLAYEY SAND pl hst /4 plo 6 ty, y shlf, o I, (ML-SM- SC),
I 6
Q 4 ~
220 5ILTY CLAY,(CL.CH) y H d ollyso/ os, o4 d,
I y Mf r ho d, I h Ml si, skqiny S odM p ks QK, bs 4 4
4 ~
~ SANDVSILTAND 5/LTV SAND/(ML-SM), 6 sd /sly I *qhly o/co suu n, y*hilt 6o d, I, 67 37
~
~
~
4 240 5ILTY CLAY,(CL-GH),y Ho
/co; - d, 6 qh plo*h iy, y *MfI h d, 4 ~ d oIsiy I hyhly CLAVEY SILT VVITH 54NDI/ML), I d I f 9 o sd o/
n, h od /
htl, I, d o/ ly oI o 260 ~SILTYCLAY,(CLCH),yaH -r d,i qhpiosh ly, hNIoHo ost, dl y 6,yh d,
4 ~ /y i !qh/y I o 4, okh y hlf I ho d, Q 4 ~
n Io,M CLAYEI'ILTwlTH SAND/(ML/
psks,sod qo d 280 I,! Shly 5ILTY CLAY (CL CH) y u CIAYEr'!ET(ML) 6, .
I // I d h d, y shlf, 4 oI a I, I Shly oI
/M sp k 300 5/lrl cLAY(cL oII cH/,6, di y sir/oh d, o t,i ss/y oI 4 ~ 320 d sly o/o,oo,Mpk 5ANDV CLAYEY 5/Lr (ML), 6 n, y If/ %%dh 5, o*I, Iqhiiy I Qi 340 SAND/(5P-SW),6 o, 6o q Ia 4
- I 6 d d, y d ss, oIo d otly oIo *, o oI q o. I 91@'
360 ( 1C',
pJ J.TY'
'1 '0 O'.P M JPLJ 400 Q
(JO,M J ly*PANGLDMERATE; I pm I d, slo I
louis d b, o oI 6o d, oI *Hy 9 Io Io 6 d, 9 o d d,
/ /osis 42 J TY' baron, d I, d I ffs MU J "1 '0 81 440 o O'.P 93 JP/5 83 91C' 71 , 460 ( 1C',
D J 42 73 102
+ 4.+
460 92
+++ AND(SITE, p pi -5 oy, lu, o owmol lt r d M ns ph yla QQ I 0O 1 mod oI ly I I qhly VOLCANIC PLDVV SRECCIA, p alh sd pl -q y, Iam fo Rd, Q y S h8hiy othe d WHDESITE, p pl d oI ly h hqhly q y, o/h 4 I,o o4 sl oH dol ph y/
4'D-SDI'OTF.:
A 6 inch hollow stem boring within IO feet of U2-Bl was drilled to a depth of 50 feet. Soil horizons were sampled with a split spoon sampler and proved tobe similar to those encountered in U2-BI.
SYMBOL EXPLANATION ENGINEERING PARAMETERS DE 9 0 R I 9 T 0 N5 1
Pl minus W/0 200 pioshcily ihdek percenl passing ZOO seive percent mais/die ASTM D 4L'Z A sr!i o 425 AsTN Dszs Hers/
fl97Z/ Lithologic descmphons were compiled from geologislg f~eld loqs, loboiolory lest do/a, ond down hole geophysics. Field /ogs were prepoiedin accordance with ASTM 02488-59 Chrssificolions ll d dry densill ASTM DZZI6'-ll based Dn laboratory /as/ dale are sn accordance with Agybl.
LL liquid hmd AsTM. D szs-aa 0248T-89 Rock descnplions follow procedures oulhned rn Ihe "N" value sfandard pena/solon les/ kSTM D /58a -ar QUARTERLY OF THE COLORADO SCHOOL OF MINES; Volume 50, No I Descriptions for rofary borinqs aie based upon ca/lings samples, qsophyslcal logs and dNHers comments SAMPLE TYPE UNITS Dave Somple Llnils column refers lo general s/iohgrophic divisions sdenhfied Pitcher Tube Sample wsfhin lha basin sad!ments 93 IVX Core, A/umber Indlcofes qb Recovery Slondord Penetrol/on Test Q-E Sliolographic ZT-2 sequence os mdicoled m figure Z 5- 45 8 BORING LOG OF U2-BI NOTE: June 2, 1975 Amendment 7 OSAME CHANGE ALL BORING LOGS