ML18194A136: Difference between revisions

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| number = ML18194A136
| number = ML18194A136
| issue date = 07/13/2018
| issue date = 07/13/2018
| title = Palo Verde - Log of Boring PV-23.
| title = Log of Boring PV-23.
| author name =  
| author name =  
| author affiliation = Arizona Public Service Co
| author affiliation = Arizona Public Service Co

Revision as of 02:25, 1 April 2019

Log of Boring PV-23.
ML18194A136
Person / Time
Site: Palo Verde  
Issue date: 07/13/2018
From:
Arizona Public Service Co
To:
Office of Nuclear Reactor Regulation
References
Download: ML18194A136 (1)


Text

NATURAL GAMMA LOG t-INCREASING RADIATION~BAS I C SOIL PROPERTIES LITHOLOGIC DATA PALEO-CARBONATE MAGNETIC DESCRIPTIONS UNITS L CONTENT POLARITY 60 COUNTS PER SECOND 0 10 10 IIECSUDED PDTEA LEVEL 140 I 0 160 Pl 14 2 8 90 100 DO 120"/c ts 8 8 20 40 60 60 fLEY D4 9'CLAYEY SAN'D W/Tiv 6RAVEL, (SC/Drown/sh gray, low to mew/urn plashctty suoangvlar to aubrovndtd.

poorly sorted, med/um dense//nc toto veto d-SILTY SAND, ESMJ hght b o n,non-plostlc to low pleat/c/ty, tubmund d, donsr h~y dense, rmcoceousl gua tr, ye/dopa ond volcan c gra tt L SANDY SIL7 WITH CLAY,/ML/, brown, low pkxshaly, dense to vrry dents, mo/ef,mixa eo si Mn ela/ns.-8/LTY CLAY ADID SAIVDY SILT/YITH CLAY, ECL.MLA red-h/onn, low to mtd/u phtehc/ty, very eh/i to hard, mo ot, m/cacrous/

Mn sfa ns Dundont-+0+0POSITIVE eNEG TIVE 35 ho 45 50 55 60 65 70 75 so SS 90 100 120-SIL.TY CLCYI EEL CH), rrd.brown, low to h/gh ploehctty, very ehff to herd, mo/ali occoeronol clayey exit horrs one ioo e iEo e, 140 19 14-SILTY SAAIDY CLAY,/CI:CH/, Drown, low to hxgh ploshcity, try thff lo ha d, mast;8 Dered hfn specks/occaaono/clayey 8 It I/omsons i 50 60 42 100 29 70 60 100 67 69 67 96 100 75 100 240 00 340 c'o+H.++~+++4-++t.++++++++)+++++++++++i+++++++++-CLAYEY SAAID Ah/D GRAVEL WITH COBBLE SIISC.GCA wh I to dark Dr n, nonplaolrc Io I w pl shaly, e y denre,m tilt damp-AIVDESITE FLOWS, madam to dark gray, ho/ho ystoil porphy mc,(f omagnesian phenocrysts/, vss/c lar, moderol'tly weatherrd, fraclurtdl flo brace'a contr/ton-TD SSO'160 400 440 460 460 500 SAMPLE LOCATION~DEPTH (FEET)~SYMBOL EXPLANATION ENGINEERING PARAMETERS PI plash'c/tf index minus 200-percent passing 200 s/eve TV/0 percent moisture 95 dry density SAMPLE TYPE-Drive Sample-Pitcher Tube Sample-h'2 Core No Indicates%Recovery-Standard Penetration Test, IV value AS/w D 422 he/2/AS/N'tcS Acta.D s2t htri/tsrwi o sais-N A sr<<D/sss-er CARBONATE CONTENT-Ho Reaction+-5/IghH/'8ocNv8

-Moderately Roast/ve++-H/phly Reactive fbossd on sample reaction Ia 8 IDN HCI soluti os/UNITS Iinlis column re/ere lo penerol strahgraphrc d/vrsxons/ditnhhed w//h/n Ihe Dasin ced ments PALEOMAGNETIC POLARITY Inc/nat/or of rsmnonl mopnelic vector in general agreement with I')or oppos/lian lo f e/fhe present magnetic he/d 8-Mopnet/c vector Indeterminate

<<depth Pd/88/liog//8DC tf Ics i/overeat~

ID esr v-elevation DESCRIPTIONS Llfholog/c descriptions

<<era compiled from peolopists field lope,/aborolory Ies/dotu, and down-hole peophysics Field lope were prepared/n accordance

<<ilh ASTM D2488-69 Classificahons Dosed on loDorolory its/dolo are/n accordance w/lh ASTAI D248T-69.Rock descr plions follow procedures ouNined xit the QUARTERLY OF THE COLORADO SCHOOL OF MINES;Yo/orna SD, IVo I Descrxptions for rotary borings are based upon cvitinps samples, geophysical lope and driders'comments LOG OF BORING PV-2S