ML18194A075

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Log of Boring PV-52
ML18194A075
Person / Time
Site: Palo Verde  Arizona Public Service icon.png
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~

BAS I C SOIL PROPERTIES LITHOLOGIC DATA PALEO CARSONATE MAGNETIC DE 6 0 R IPT ION 6 UNITS 3 CONTENT POLARITY COUNTS PER SECOND 190 210 230 I IO I30 I50 170 E hi 90 IOO RO I20 pl 2

rc p

EL.E V-952 rSILTY SAAIDh SAAIDV Sic T ARID SANDY GRAVEL;(SM-ML-GP)dry,

/oose lorna/hum dense.

0+

'B POSITIVE e NEGATIVE

~SILTY CLAY ARID CLAYEY SILT; (CL-ML),Drown, moist 40 60 CLAYEV SILT AND sAAIDY SILT; (ML),brown, moist.

60 CLAVEY SILT WITH SAND,(ML) cv.own, scft, moist, micaceous.

5ILTY CLAV'(CL-CH) bra wrp MEASURED WATER LEVEL I20 14

~ sILTY sAND, (SM),brown, svb-onyular to subrouihded guarhz

yrohns, dense, morat, mhcaceous.

~ SILTY CLAY;(CL), brown, hard, m

sth scodwed Mn spaces

~CLAYEY SILT, (ML)b own, stiff*

wry stiff, moist; shh'ontent ncmuses w th depth.

SILTY CLAY'CL)brown very stiff mo stl oczash~lMn specks J

SAAIDV SILT AND SILTY SAAIDI gdL-SM), brown, svbangular subrounded,

cfense, morat to wet.

116 e

126

~ 136 142 147 162 167 200 ss 240 260 FSILTY CLAY WITH SAND//CL-CH),

v'ed-brawn, medhum to hhgh plastivty, very shff to hard, moist; accashana/

candy mlt horhzons.

00

~SANDY CLAY AND SANDY SILT; (CL-ML),red-brown, very strff to

/mrd, moist.

340 SILTY CLAY;(CL-CH),red-brown, medhvm

  • hhyh plaathchty, vary sthtf, moist.

ES SV 0,

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 42 SAAIDV SILT,(ML)hbrown,very shff, slightly moist.

93 I"0 16 6

440 460 oao 500 02 0 G.

o. 8 O.k ka 0

gO Q,.LO'b

++ H

+++

+ +

f++

SANDY SILT WITH GRAVEL J AND GRAVELLV SAIUDI(ML-SP),

Ivown, wry shff or dense; gravel prad~hnantly ondesifo dastsl p

holly cement<<l font FAPIGLDMERATEIbrownh moderahciy Ibord to tzirdlangular ks sub-o gular, poorly sorted, grove/

shzed cleats hn a mlty somlmctns, ck sfs predominamVy basalt and tvf ps.

0

~8ASALTI dark yh ay m block, h rd, ho/ocr ys tall]ac, op/on/the, wilhs oiler<<t akvne phenocrysh'a appeurmg wn'h depth, fractured.

7 n SOS'20 SAMPLE LOCATION~

DEPTH <FEET)~

SYM BOL EXPLANATION ENGINEERING PARAMETERS Pl piashichty indev minus 200 percent passinp 200 siew W/0 percenl moisture Sd dry densh/y SAMPLE TYPE ssru a ess (hchrkl sstoh o sks sSTW/ a Sk4 lhe7II ksroh a skis.lh Drive Sample Pilcher Tuse Somple Nk core,hho

/ndlcales onh Recovery Slandard Penelrahian Tes/,

17 value ssrhr n csee

~ er CARBONATE CONTENT No Race/ion

+ Slighlly Reaclive QNoderaleiy Roue/i vs

+ hsphly Rsoctive

+

/based on sample reaclhon lo a /0% NCI so/stion/

UNITS vn//s column refers lo general slrangrophhc dhwsions iscnlifhed within Ihs Dashn sedhmenhs PALEOMAGNETIC POLARITY

/nciinotion of remnonl mapnslic veclor in genera/

agreemenl with ((P/

or oppashlion to /e/

Ihe pressnl magna/le Iield.

8 Sfagnelic vecfor inde/arm/nate n depth Paleamagnehc IF Its Reversul~ ID esr~ eleve/ron DE 6 0 R I PT I0 N3 Lilhalogic descriptions were compiled from peoloplsls field lope, IchDomlory lest data, and down-hole geophysics Field logs were preparedin occordonce with ASTN D2488-69 Classificalhons Dasad on laboratory les/ dora are i'n eccordchnce whlh 4$ 7kf D2487-69.

/Tock descriptions folio>>'rocedures oudined In Ike QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume 30, No.l. Descriph ans tor rolary borings are Dosed upon culh'nps

samples, peophys co/ lope and drhlers'commsnhs LOG OF BORING PV-52