ML18194A133

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Log of Boring PV-21.
ML18194A133
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: ML18194A133 (1)


Text

NATURAL GAMMA LOG INCREASING RADIATION COUNTS PER SECOND

~ BASIC PROPERT Ee 90 100 SOIL I ES UO 120 LITHOLOGIC DESCRIPTIONS DATA UNITS 3 CARSONATE CONTENT 6

PALEO-MAGNETIC POLARITY POSITIVE 100 120 140 160 /80 200 220 ale 0 2 CRAVELLY ELEV. 214D e NEGATIVE 12 44 5/LTY SAND curnAND SANDY SIL Ti (Shl-ML),brawn to gray Drown, nonploetic fs lsw ploetnHy.

loose, dry, c ude/y st HAsd.

20 CLAYEY SANO VVITH CRAVEL, (SC),

a OH*d D awn, meC/um plaetlvty, msdum d ts,mort/,

5ILTY SANOMSDI-SP), groy.brown, 40 /ow pi'ant/city. ~ y dma, m n cocsous, rare gravel.

ss ~4 SILTYSTEND AIVD SSHDY CRAVELLY CLA Y I (ML-CL), D~own fo pray, ls to odium plashvfy. ed um dents, crudely slrohfied.

21 100 SILTY SANO AND SANDY SILT WEESVREC WETER LEVEL WITH CLAY,(5MML),/rown,/onto msd m plastic ty, m dtnse I stdf, mast, crudely strahfisd 60 CIAYEY 5/LT AN'D SILTY CLAY; la os (Lfc-CL CH), brown,low to high n plosficlty, vary af f/ to nard, mmsf, 4 crudely atraAAed, micocao e CLAVEY SANO ANO SANDY CLAY; 100 (Sc-cL), light Drown law to meduni 99 29 ss plashr. Iy msd um danae or ef f/ iOS cr defy strahl ed.

II6 120 IES

/~0'- O ls 137 14 146 SILTYbrown CLAY WITH SAHD,(CL.CH).

17 OE /ighf to rsd-bro mac/us/ to h gh ploahcity e IST 199 200 e 22O SMTY CLAY ARID SANO/ CLAY/ ~R (CI:CH),with scapar d sandy sill and 8 Tso 240 <<Hy sand horisons, red-bro n, 24O lo to A gh plashc /y e y stiff to hcird, diimp 260 26I CLAYEY SAND WITH ORAVELI (SC),

+++++ byown. danae.

96

++ ANOE5/TE I gray, ha d, holo-99 cryslapina, v e cuter, very fractumd

+i+

TD-30T'6 440 520 SAMPLE LOCATION ~ DEPT& (FEET) ~

SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY PI plasticity indes ns/N a ett Iis/2/ Incliniitior of remnant mapnelic vecfor in general opreemenl Q)

~

minus 200 percent passing 200 sieve 4 s TN ' ets wiln ( II) ) or opposirion to ( the present magni'tic W/0 percent moisture ssTIII ante flsTI/ field.

8

~

Sd dry density nsrsr/D st/it T/ tlagnelic vector inde/erminois w depth SAMPLE TYPE Po/an/i/op/i/IAc IT Drive Sample IO etf

/ts'eversol eleva/ion Pitcher Tube Sample Ny Care,ho. /Odioolss onv Recovery D E 3 0 R 9T 0 N9 I I 21 Standard Penetration Test, "N"value ASTN D /snit.i/T Lithologic descriptions were compiled from peolopisfs field lope, laboratory test dale, and down-hole peophysics Field /ogs were CARBONATE CONTENT preporedin occordonce with ASTN D2488-69 Classifications

+

No iaeaclion SliphHy Reactive Dosed on laboratory lest dont are inaccordance wfh A$ TM D248T-69. AWcs Ceccripfions follow procedures ouHined in Ihe Elodeialsly I/costive

+ /Aghly Reocti ve OUARTERLY OF THE COLORADO SCHOOL OF MINES; Vc /vms 50,

+ Ho / Descriptions for rotary Dodngs ore Dosed upon cultinps (Diissd on sample reaction la o ION HCI salutioni samples, geophysical lope and dril/ers'comments UNITS Vni/s column refers fo penero/ stmfiprophm Ciwsions Idrntified within the basin seC/ments LOG OF BORING PV-21