ML18193A687
| ML18193A687 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  (NPF-041, NPF-051, NPF-074) |
| Issue date: | 07/12/2018 |
| From: | Arizona Public Service Co |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML18193A687 (1) | |
Text
NATURAL GAMMA LOG
INCREASING RADIATION~
BASIC SOIL PROPERTIES LITHOLOGIC DATA PALEO-CARBONATE MAGNETIC DESCRIPTIONS UNITS 3 CONTENT POLARITY COUNTS PER SECOND 170 190 210 90 I I0 130 150 Pl 42 49 9
44 97 33 79 34 90 100 90 120 20
~ 4 2
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4 4
~
4 ~
44 4
~
O
~
~
4 ~
20 60 eo 120 14 4 o m ELEI/ 956' SANDY CLAY WITH GRAVEL,(CL),
mown, soft, dry/ large coliche naoubs 5ILTYSAND; (S/Vg brown, angular, medium dense, mast, m/caceous.
CLAYEY SILT (MLJbrown, shfl; moist FSIL7Y CLAY WITH SAND,(CH),
red-brown, highplashcity, very shff, moist.
SILTY SAND (SM)know/4 loose, mo/M
~ 5ILTYCLAY;(CH)grown, high plasficrty, very sts'f, mo sC occozronal cahche
- nodules, Mn specks and root voids
~CLAYEY S/LT IARTH $2AID/(AIL) brown shfl'o very stm", moist.
SILTY CLAY/(CL),brown, very sh/f, moist/ Mn specks
~CLAYEY SILT/(ML)brown, very shff orat; abundant Mn specks.
5ILTY SAND; (SM) brawn, dense, morat/ prcabmrnantly 7/uorntz
~CLAYEY SILT AND 5ILTY CLAY (ML-CL),brown, shff moat; scoherwd cohche nodulcz.
~SILTY CLAY(CLCHJrwd-brownr vay stiff, moist, micaceous/
occoz/anrt/ cohche nodulca.
~CLAYEY SILT(ML)brown, ver V stiff, mo/zt.
~ 5ILTV CLAY/(CL-CH)brown, ver y ZlrR mais/; localized caliche concentra CLAYEY SILT AND SILTY CLAY; (ML-CL)brown, very shfl'o Ixrnd, moist clay /ncreoses wdh Cep'0 5ILTI'S4NDAND SAIVDVSlLTI(SMAIL) brown, stdf or medium denze, mast, SILTY CLAY AAID CLAYEY SILT; (CLCVIL)brown, ver y shff, morat.
~SILTY SAND Ak/D Skh'DV SILT; (SM-MLJbrown very ztrfl'or dense ast'/rant/ed LCLAVEYSILT AAID SAAIDV SILT; (ML),brown, stiff, mast/ local/zcd thin sand lenses.
~SIL7 Y SAND AND SANDY SILT; (SM ML),brown-block medium dense o shly moist, stroh red/ occaeianal rlvn cloy /enses.
+
0+
Q POSITIVE e NEGATIVE BB 106 117 125 133 R
133 10 323 135
141 151 37 99 4
~
240 SILTY CLAY/I'CL-CH)red-/vown, mac/4m kt h/gh plashaty, very st/R; mach/
o co~a/ clayey sih'araurs.
29 24
~SILTV CLAYAND CIAYE'Y SIL7/
(CL-ML),red-brown, law /o medrum
- plazhaly, very shff, m/vsk 32 99 00 340 r SIITY CLAY/(CL-CH), ed-brown, j medium to h/gh plasticity, very stiff lo hard moist. occasional atkche odules
~ SILTY SAND/(SM),brown, dense, nxvst.
5ILTY CLAY (CL CH) rad brownr vert srrff to bord, morat/ scattered cole he nodules 9
CLAYEY SILT WITH SAND/(LIL) brown, very strti" Io har d maretl occoz/or / co/whc lodu/ s v /n gr ave/.
400 SILTY SAAID,(SM)Drown,dsnz6ma
CLAYEY SILT AND SANDY SILT (ML)/vo wn, very st/ff lo tare morat.
77 67 79 100 10 0 100 440 460 eeo 500 640 j&j q,.
0 j
9'Ijf1 OJ:2 J.. 4
'.'j0 j
23 AIL J
j j.. J 4-IIo Qj i n "w0-'.
.j~vj
~
C.4j 071 ~
ci 6
.PFJ 0
'4J' FANGLDMERATEIbrown, hard, angular Io subrounded, poowy sorted fine
- coarse grovel dashs
/n a ady zond matra'ndeate, Iasolt, grand/ca and weothemd tuRS pre dammote w th m/nw mehtmaphrcs SAMPLE LOCATION~
DEPTH (FEET)~
TD 647'NGINEERING PARAMETERS SYM BOL EXPLANATION PALEOMAGNETIC POLARITY Pl pl/rslicillindsr minus 200 percent posslnp 200 sieve W/0 percsnl moisture SD dry densilf SAMPLE TYPE AsrN D css frsrsi A SIN '
423 AsrN/ D ss4 //sr//
AsIN/ D zz/e-I/
Drive Sample pitcher Tube Sample IVX Core,/UA lad/ca/st Sk Recovery Standard Pane/rat/on Test, "N"value AsrN arses.s'I CARBONATE CONTENT No Reaction
+
Sllphlly React/re kloderalely RSDOHvs
++ Hiphty ReacHre fbassd on somple reaction la o /0% HCI UNITS solution/
unils column refers lo peneml slnrlrgraphic Crwsrans rdenlified wrlhin Ihs I Dain seCrmenlt.
/nclrnotion of remnant magnr lie vector /n general ogreemenl with 7 II)/ or opposition to 7 (3/ lhs presenl magnet/c fraid.
8Msgnehc rector /ndelerminate w depth Pataomagneirc Ii'zs Reverso/~ /0 ezr3 elevation DESCRIPTIONS Lllhologic descriphbns wars compiled fram peolopisls field /ops, laboratory lest dots, and down-hole paophyslcs.
Field /ogs ware prepared rn accordance with ASTAI D2488-69 Class/Rica/iona based an laboratory lest dole Drain accordance with ASTkl D2487-69. /lock descrio/ions
/allo~ procedures au/lined In lhs QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume 50, No I Descrrplloni for rotary borings ars Dosed upon cvtlinps
- samples, geophysical logs ond Crhlers'commenls LOG OF BORING PV-53