ML18194A091

Log of Boring PV-43B

ML18194A091
Person / Time
Site:	Palo Verde
Issue date:	08/06/2018
From:	Arizona Public Service Co
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Download: ML18194A091 (1)

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NATURAL GAMMA LOG-INCREASING RADIATION~COUNTS PER SECOND No down-hola gsophfsical logs for this boring Pl 2 Ic 90 Ioo 0 2 80 I20 BASIC SOIL PROPERTI ES 0 40 Boring located 23 North of PV-DH-43 ELEV-Sfd'SILTY SAND/(SM), brown, ongula sub undsd, medn m dmm, sightly morel', shghtly mlcorsous occawonal cehchs naduiss CLAYEY SAND/(SC)6/LTY SAAIDI(SM), mo st, hrghly ca/crt coos~SAND WIT/I SILT/(SP), subangulsr

+0+IB PoslTIYE e NEGATIVE LITHOLOGIC DATA PALEO.CARBONATE MAGNETIC DESCRIPTIONS UNITS V CONTENT POLARITY 40'SILTY SAND,(SN)-SAND,(SP), coarse so-SILTY CLAY, (CL CH), brown, shff sbgh1ly cotcoreocls/

ml or sand IL'0 I 40-siLTY ctav AND CLAYEY 9'(r/(CL-NL)brown,/ow to msCIum plarltcrl/, very stiff In hard, m.Ctl c/ay prerominotss/

sar/ere/Crore/onc'tele nduls, 200 24O 980., Arpt'ILI'kD SIL.V CLAY/(ML.CL/0m.v., rsry/itf, moist/clny sr daminnr..;sect/rsd sin sf Cess Onn'al hr n'0/L.9 Tv AND chz satmys'LT/rsv.wL) br*Mr., nonula tic/low plasticity, gular, Cense, mol'I NOTE.upas cnstact o, Ilrr!3 is hyro'ho"2nd nn basis o ad/acs'ole PV-40.-CLAYEY SILT WITH SAIVDI(HL), so d subanguictr.

-SILTY CLAY((CL Clt).-CLA YE Y GRA I/EL AND SANO/(GC-SL')

angular to subangukrr htghly c/orsous SILTY CLAY)(CL-CH)

SAND,(SP), red, highly cahctrmtus.

3 7 ZSO~ILTY CLAY, (CL CH), sightly co/cot so s h hrghly colcoraousl occos anal conchs nodules 00-CLAYEY SIL7 AAID SILT WIT/I SAND (ML), so d prado rnontly basalt, occosroncr/

co/mhs nodules 340-CLAYEY SILT Wiytv SANDr(ML), so d prsdomrn ntly basalt, hghly calcareous; co/rene nodules At pb mch diomNsr 8+GRAVEL AND COSSLES(GWJpvy*

rec or whrhr, subong k r, wdconrcs ond quar/rute.

TENTATIVE FANGLOAtERATE CONTACT Inferred from PV-43 400-FAIVpLohfERATE; red-gray-chits, angvlar/o svbravnded, volcanic stasis in 8 sand and scf ma/vis 42 440~TD-44/'40 440 NOTE'sclcjtl'r0

'I 9/0 Z/8 Infer sd from ad/scent hole PV-83 300 520 SAMPLE LOCATION~DEPTH (FEET)~SYM BOL EXPLANATION ENGINEERING PARAMETERS Pl plasticity indes minus 200-percent passinp ZOO steve WIC percent moisture Sd dry dentity SAMPLE TYPE ssru 0822 (ntr2)ASTM'0 820 AsrMI 0 828 fist//Asrw, oasis-ri-Drive Somple-Pifcher Tube Sample-Nk'ora, Nisnbar InClcores ft Recovery-Standard Penetrallott Test,"IV"solus ASTM 0/08!I-er CARBONATE CONTENT-Ho Reocliott Slighffy Reactive-hloderolely Reacffve++-Hiphiy Reacffve (based on sample reaction Io 0 ION HCI solution)UNITS Units column refers lo peneral simligraphic divisions Identified within Ihs bosin ssClmanis PALEOMAGNETIC POLARITY Inchnalion of remnant magnetic vector in penerol agreemsnt wild ((P)or opposiNon to (e)the present magnetic field 8-hfagnehc vector indsl8rmindle

~deplh Ptrleomognelic R tse Reverso/~ID esr V elevahOn D E 3 0 RIFT ION 3 Lithologic descriphons ere compiled from peolopists field lope, Ioborolory

/est dote, ond down-hole peophysics.

Field/ops were prepared tn accordance with ASTN D248S-69 Classlficafions based on laboratory teel data arein accordance with Asykf DZ48T-69.Rock descriptions follow procedures avffinsd in Ihe QUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume 50, Ivo I Descriprlons for rotary borinps ora based upon cutn'nps samples, psophystcal lope ond dr/Hers'comments, LOG OF BORING PV-43B