ML18194A075
| ML18194A075 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde  |
| Issue date: | 07/13/2018 |
| From: | Arizona Public Service Co |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| Download: ML18194A075 (1) | |
Text
NATURAL GAMMA LOG INCREASING RADIATION COUNTS PER SECOND
~ BAS I C PROPERTIES E hi 90 SOIL IOO RO I20 LITHOLOGIC DE 6 0 R I PT I ON 6 DATA UNITS 3 CARSONATE CONTENT PALEO MAGNETIC POLARITY
'B POSITIVE I IO I30 I50 lorna/hum 230 170 190 210 pl 2 rc EL.E V- 952 0+ e NEGATIVE p
rSILTY SAAIDh SAAIDV Sic T ARID SANDY GRAVEL; (SM-ML-GP)dry,
/oose dense.
~SILTY CLAY ARID CLAYEY SILT; (CL-ML),Drown, moist 40 CLAYEV SILT AND sAAIDY SILT; 60 (ML),brown, moist.
60 CLAVEY cv.own, scft, SILT WITH SAND,(ML) moist, micaceous.
5ILTY CLAV'(CL-CH) bra wrp 116 I20
~ onyular sILTY sAND, (SM),brown, svb- e 126 MEASURED WATER LEVEL 14 SILTY CLAY;(CL),
m sth to
~ yrohns,scodwed Mnbrown, subrouihded guarhz dense, morat, mhcaceous.
spaces hard,
~ 136 142
~CLAYEY SILT, (ML) b own, stiff wry stiff, moist; shh'ontent
- 147 162 ncmuses w th depth. 167 SILTY CLAY'CL) brown very stiff mo stl oczash~lMn specks SAAIDV SILT AND SILTY SAAIDI gdL- SM), brown, svbangular J subrounded, cfense, morat to wet.
200 ss 240 FSILTY CLAY WITH SAND//CL-CH),
v'ed-brawn, medhum to hhgh plastivty, very shff to hard, moist; accashana/ candy mlt horhzons.
260
~SANDY CLAY AND SANDY SILT; (CL-ML),red-brown, very strff to
/mrd, moist.
00 SILTY CLAY; (CL-CH),red-brown, medhvm sthtf, moist.
F CLAVEV SILT A/VD SILTY CLAY; J (ML-cL)rbrown, stiff to very sthff, most, occa~lonal ca/hens nodulca ond grave/ k /" drome/oh 400 SAAIDV SILT,(ML)hbrown,very shff, slightly moist.
42 SANDY SILT WITH GRAVEL 02 0 G. J Ivown, AND GRAVELLV SAIUDI(ML-SP),
wry shff or dense; gravel
- o. 8 O.k prad~hnantly ondesifo dastsl 440 ka 0 p holly cement<<l font 460 gO Q,.LO'b I FAPIGLDMERATEIbrownh moderahciy bord to tzirdl angular ks sub-o gular, poorly sorted, grove/
shzed cleats hn a mlty somlmctns, ck sfs predominamVy basalt and tvf ps.
oao + 0 93
+ H
~8ASALTI dark yh ay m block, h rd, I "0 ++++ +
ho/ocr ys tall]ac, op/on/the, wilh s oiler<<t 16 6 500 f++ akvne phenocrysh'a appeurmg wn'h depth, fractured.
7n SOS'20 SAMPLE LOCATION ~ DEPTH <FEET)~
SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl piashichty indev percent passinp 200 siew ssru a ess (hchrkl /nciinotion of remnonl mapnslic veclor in genera/ agreemenl
((P/ /e/
~
minus 200 sstoh o sks with or oppashlion to Ihe pressnl magna/le W/0 percenl moisture sSTW/ a Sk4 lhe7II Iield.
8 Sfagnelic vecfor inde/arm/nate n
~
Sd dry densh/y ksroh a skis.lh SAMPLE TYPE depth Paleamagnehc IF Its Drive Sample Reversul ID esr Pil cher Tuse Somple eleve/ron Nk core,hho /ndlcales onh Recovery D E 6 0 R I PT I 0 N 3 Slandard Penelrahian Tes/, 17 value ssrhr n csee er ~
Lilhalogic descriptions were compiled from peoloplsls field lope, IchDomlory lest data, and down-hole geophysics Field logs were NoCARBONATE CONTENT preparedin occordonce with ASTN D2488-69 Classificalhons
+
Race/ion Slighlly Reaclive Dasad on laboratory les/ dora are i'n eccordchnce whlh 4$ 7kf D2487-69. /Tock descriptions folio>>'rocedures oudined In Ike Q Noderaleiy Roue/i vs
+
+
hsphly Rsoctive QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume 30, No.l. Descriph ans tor rolary borings are Dosed upon culh'nps
/based on sample reaclhon lo a /0% NCI so/stion/ samples, peophys co/ lope and drhlers'commsnhs UNITS vn//s column refers lo general slrangrophhc dhwsions iscnlifhed within Ihs Dashn sedhmenhs LOG OF BORING PV-52