ML18194A133: Difference between revisions
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| number = ML18194A133 | | number = ML18194A133 | ||
| issue date = 07/13/2018 | | issue date = 07/13/2018 | ||
| title = | | title = Log of Boring PV-21. | ||
| author name = | | author name = | ||
| author affiliation = Arizona Public Service Co | | author affiliation = Arizona Public Service Co |
Revision as of 03:25, 1 April 2019
ML18194A133 | |
Person / Time | |
---|---|
Site: | Palo Verde ![]() |
Issue date: | 07/13/2018 |
From: | Arizona Public Service Co |
To: | Office of Nuclear Reactor Regulation |
References | |
Download: ML18194A133 (1) | |
Text
100 120 140 160/80 200 220 WEESVREC WETER LEVEL NATURAL GAMMA LOG-INCREASING RADIATION~COUNTS PER SECOND Ee ale 90 100 0 2 UO 120 12 44 ss~4 21 100 la os n 4 29 ss ls BASIC SOIL PROPERT I E S 20 40 60 100 120 14-ELEV.214D CRAVELLY 5/LTY SAND AND SANDY SIL Ti (Shl-ML),brawn to gray Drown, nonploetic fs lsw ploetnHy.loose, dry, c ude/y st HAsd.CLAYEY SANO VVITH CRAVEL, (SC), a OH*d D awn, meC/um plaetlvty, msdum d ts,mort/, 5ILT Y SANOMSDI-SP), groy.brown,/ow pi'ant/city.
~y dma, m n cocsous, rare gravel.SILTYSTEND AIVD SSHDY CRAVELLY CLA Y I (ML-CL), D~own fo pray, ls to odium plashvfy.ed um dents, crudely slrohfied.
SILTY SANO AND SANDY SILT WITH CLAY,(5M ML),/rown,/onto msd m plastic ty, m curn dtnse I stdf, mast, crudely strahfisd CIAYEY 5/LT AN'D SILTY CLAY;(Lfc-CL CH), brown,low to high plosficlty, vary af f/to nard, mmsf, crudely atraAAed, micocao e CLAVEY SANO ANO SANDY CLAY;(Sc-cL), light Drown law to meduni plashr.Iy msd um danae or ef f/cr defy strahl ed.6 POSITIVE e NEGATIVE 99 iOS I I 6 IES/~0'-O 137 146 LITHOLOGIC DATA PALEO-CARSONATE MAGNETIC DESCRIPTIONS UNITS 3 CONTENT POLARITY 17 OE-SILTY CLAY WITH SAHD,(CL.CH).
/ighf brown to rsd-bro mac/us/to h gh ploahcity e IST 199 200 240 SMTY CLAY ARID SANO/CLAY/(CI:CH),with scapar d sandy sill and<<Hy sand horisons, red-bro n, lo to A gh plashc/y e y stiff to hcird, diimp e 22O~R 8 Tso 24O 260 26I 96 99++++++i+-CLAYEY SAND WITH ORAVELI (SC),++byown.danae.-ANOE5/TE I gray, ha d, holo-cryslapina, v e cuter, very fractumd-TD-30T'6 440 520 SAMPLE LOCATION~DEPT&(FEET)~SYM BOL EXPLANATION ENGINEERING PARAMETERS PI plasticity indes minus 200-percent passing 200 sieve W/0 percent moisture Sd dry density SAMPLE TYPE ns/N a ett Iis/2/4 s TN'ets ssTIII ante flsTI/nsrsr/D st/it T/21-Drive Sample-Pitcher Tube Sample-Ny Care,ho./Odioolss onv Recovery-Standard Penetration Test,"N"value ASTN D/snit.i/T CARBONATE CONTENT-No iaeaclion+-SliphHy Reactive@-Elodeialsly I/costive++-/Aghly Reocti ve (Diissd on sample reaction la o ION HCI UNITS salutioni Vni/s column refers fo penero/stmfiprophm Ciwsions Idrntified within the basin seC/ments PALEOMAGNETIC POLARITY Incliniitior of remnant mapnelic vecfor in general opreemenl wiln (II))or opposirion to (Q)the present magni'tic field.8-tlagnelic vector inde/erminois w depth Po/an/i/op/i/IAc IT/ts'eversol
~IO etf~eleva/ion D E 3 0 R I 9 T I 0 N 9 Lithologic descriptions were compiled from peolopisfs field lope, laboratory test dale, and down-hole peophysics Field/ogs were preporedin occordonce with ASTN D2488-69 Classifications Dosed on laboratory lest dont are inaccordance wfh A$TM D248T-69.AWcs Ceccripfions follow procedures ouHined in Ihe OUARTERLY OF THE COLORADO SCHOOL OF MINES;Vc/vms 50, Ho/Descriptions for rotary Dodngs ore Dosed upon cultinps samples, geophysical lope and dril/ers'comments LOG OF BORING PV-21