ML18194A133: Difference between revisions

From kanterella
Jump to navigation Jump to search
(Created page by program invented by StriderTol)
(Created page by program invented by StriderTol)
Line 15: Line 15:


=Text=
=Text=
{{#Wiki_filter: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.
{{#Wiki_filter:NATURAL GAMMA LOG INCREASING     RADIATION COUNTS PER SECOND
~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.
                                    ~                                  BASIC PROPERT Ee 90 100 SOIL I ES UO 120 LITHOLOGIC DESCRIPTIONS DATA UNITS 3 CARSONATE CONTENT 6
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).
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.
/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
loose, dry, c ude/y st HAsd.
~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}}
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}}

Revision as of 21:18, 20 October 2019

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)
v • d • e


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

Retrieved from "https://kanterella.com/w/index.php?title=ML18194A133&oldid=1926571"