ML18194A131: Difference between revisions

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{{#Wiki_filter:NATURAL GAMMA LOG-INCREASING RADIATION~BAS I C SO I L PROPERTIES LITHOLOGIC DATA PALEO-CARSONATE NAGNETIC DESCRIPTIONS UNITS L CONTENT POLARITY 60 COUNTS PER EECOWO 80 IOO I 0 ld0 I 0 l60~cl ate 90/00 0 2 60/20 ELEV-bda 6 POSITIVE e NEGATIVE-SILTY SAND WITH CRAVELI(dhf) brown, loose, dry, mccoceous.
{{#Wiki_filter:NATURAL GAMMA LOG INCREASING       RADIATION COUNTS PER EECOWO
WEEEUEEc wnvccc LEYEL-SANDY SILT WITH CLAY,(JIL), hqht brown, vary stiff to hard, elcghlly moist.S/LTY SAND/(SM), proy-Drown mro'deter, d y, mccacroue.
                                                ~                             BAS I C PROPERTIES
-/NLTY CLAY-CLAYEY Sicf.(CL.IRL Drown vrry still to hard meet/, scaf tered col che neduies one'orisone, Mn sprchr.e 51 55 55 I sl e LN e IOI/2-SANDY SILT WITH CLAY/(ML), brown, very stiff, mo st, 44/ca corns e-SAJIDY CLAY, (CL-CH),brdwn, stiff/ovary ah//.Shshtly md/el.-SILTV SAND uVITH CLAY/(SJI), brown svbangular to rounded vrry uener;occasional grovel to Gv8." SILTY CLAVI(CL)Stem he>cd, sliglctly moist/-SILTV SAND Ih'ITH CIFAVEL (Shs)lcghl brown vary dense, moist/grovel fd 112/~On 0 121152141 151 SILTY CLAYifCL-CH).brawn, vrry et/If to hard, mdcstioccasmna/
                                                                                    ~ cl SO I L 90 /00 60 /20 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARSONATE CONTENT 6
clayry tilt ho teens;scolferrd ca/lent nodular.-CLAYEY SILT/(JIL), Drown,<<ary st'/1, most.4...0,)-.9 EI-.O.9 J-o'5 oc'9." P;.''ACE-GRAYELLY SAND WITH SILT, (Cp-dht), Dro n, angular to subanguler.
PALEO-NAGNETIC POLARITY POSITIVE 60       80         IOO       I   0       ld0       I 0         l60             ate     0 2 ELEV- bda e NEGATIVE SILTY         SAND WITH CRAVELI(dhf) brown, loose, dry,       mccoceous.
vary dense.mo'ttt gravol to syd;smolder homeon near lowtr contact.-CLAY/(CH), white, tuffaceovm(f) 100++d00++-SANDY CLAY, (CL.CH), red-Drown, hard, mo stl occoanvacl g~avel to thsracf scum)ANDESITEI gray, hwvf, nolo.cry stellate, aphan hci dmoli<<regvlor colccfr vmnsl waothor r d.-TD-mom 0 SAMPLE LOCATION~DEPTH 1FEET)~SYM BOL EXPLANATION ENGINEERING PARAMETERS PI piss/city indes minus 200-percent pccssinp 200 slsw WIC etCdlll rtdlsiclts Sd dry densily SAMPLE TYPE ssfu asst Ilctsl stra'sts nsfe'.os/'4 Rect/i ssfvl n tern-n-Drive Sample P/cher Tube Somple 96-NK Core,NC ledccdies%Rscdtsty ss-Standard Perteiroiion Teel,"N"volue ssfu octet.et CARBONATE CONTENT No Itedcliocc
SANDY         SILT WITH CLAY,(JIL),
+-Sli ph/O'eoclivs
hqht brown, vary stiff to hard, elcghlly moist.
-Modsteteiy Reed/i ve++-Hipkly ReucHve (hosed ort somple ress/'on Io d/DN HCI UNITS solution/Dnils column refers lo penerol slmtcgropkic diwsions Idsnlcfled mlhin Ihe Ddsln sedhmenls.
S/LTY SAND/(SM), proy-Drown e          55 51 mro'         deter, d y, mccacroue.
PALEDMAGNETIC POLARITY Inclcnohon of remrtenl mepnellc veclor in gensrnl agreement<<iTA (II))ot dpposilion Io (e/Ike present mognetic field.e-Mopnehc vrclor indelrrminele W dtplh Polsomopnenc Ig ise Reversal~/0 esf~elevotion D E 5 0 R I PT I 0 N 5 Litrtolopcc descriptions
WEEEUEEc wnvccc LEYEL Drown CLAY-CLAYEY
<<err compi/ed front pro/opia/a field lope, lebonnoty les/ddld, dnd doart-hole peophysics Field lopt urrr preperrd in occordonce nilh ASTM D2688-69 Closslficehons steed ort hcbordlory les/ddht drsin dccordance nith AsTM DZ68T-69.Rock descripHons foNou procsdvnts oudinrd ln Ihe QUARTERLY OF THE COLORADO SCHOOL OF MINES;go/vms SD, No I Descripliorts for rolery botlnps ore I dard uport cvllings armpits, peophysicel lopt dnd drhlrrs'cocnncenls LOG OF BORING PV-27}}
                                                                                                                              /NLTY vrry still to hard Sicf.   (CL.IRL meet/,
55 scaf tered col che neduies Mn sprchr.              one'orisone, I           sl e           LN e         IOI 112
                                                                                                                                                                                                              /~On      0
                                                                                                        /2                                                                                                           121 SANDY           SILT WITH CLAY/(ML),
brown, very stiff, mo st, 152 44/ca corns e stiff SAJIDY CLAY, (CL-CH),brdwn, ah//. Shshtly md/el.
141
                                                                                                                                        /ovary brown SILTV SAND uVITH CLAY/(SJI),
svbangular to rounded                                                       151 vrry uener; occasional grovel to Gv8."
SILTY CLAVI(CL) Stem he>cd,   sliglctly moist/
SILTV SAND Ih'ITH CIFAVEL (Shs) lcghl brown vary dense, moist/
grovel fd SILTY CLAYifCL-CH).brawn, vrry et/If to hard, mdcstioccasmna/
clayry tilt ho teens; scolferrd ca/lent nodular.
CLAYEY st '/1, SILT/(JIL), Drown, <<ary most.
4..
GRAYELLY SAND WITH SILT,
                                                                                                              .0,).           (Cp-dht), Dro n, angular to 9
                                                                                                                  .O        subanguler. vary dense. mo 'ttt
                                                                                                            .9 EI  J o'
gravol     to syd; smolder homeon near lowtr contact.
5 oc'9
                                                                                                            ."    P;.'
                                                                                                                  'ACE CLAY/(CH),white, tuffaceovm(f) hard, SANDY CLAY,(CL. CH), red- Drown, mo stl occoanvacl g~avel to thsracf scum)
ANDESITEI gray, hwvf, nolo.                                   0 100                                                      cry stellate, aphan hci dmoli
                                                                                                              + +            <<regvlor colccfr vmnsl d00++                waothor rd.
TD- mom SAMPLE       LOCATION ~                 DEPTH 1FEET) ~
SYM BOL EXPLANATION ENGINEERING PARAMETERS                                                                         PALEDMAGNETIC POLARITY PI piss/ city indes           ssfu asst Ilctsl                Inclcnohon      of remrtenl mepnellc veclor in gensrnl agreement (II)) ot                          (e/
                                                                                                                                        ~
minus   200       percent pccssinp 200 slsw   stra ' sts                      <<iTA                    dpposilion Io                Ike present                mognetic WIC                 etCdlll rtdlsiclts       nsfe'. os/'4 Rect/i             field.
e Mopnehc vrclor indelrrminele
                                                                                                                                                            ~
Sd              dry densily                ssfvl n tern-n W                    dtplh SAMPLE TYPE                                                                Polsomopnenc              Ig  ise Drive Sample                                                                       Reversal                /0 esf elevotion P /cher Tube Somple 96       NK Core,NC ledccdies % Rscdtsty                                                                           D E 5 0 R I PT I 0 N 5 ss Standard Perteiroiion Teel,"N"volue   ssfu octet.et                   Litrtolopcc descriptions <<err compi/ed front pro/opia/a field lope, CARBONATE CONTENT                                                    lebonnoty les / ddld, dnd doart-hole peophysics Field lopt urrr preperrd in occordonce nilh ASTM D2688-69 Closslficehons
                                +
No Itedcliocc Sli ph/O'eoclivs steed ort hcbordlory les/ ddht drsin dccordance nith AsTM DZ68T-69. Rock descripHons foNou procsdvnts oudinrd ln Ihe Modsteteiy Reed/i    ve
                                  +
                                  +
Hipkly ReucHve QUARTERLY OF THE COLORADO SCHOOL OF MINES; go/vms SD, No I Descripliorts for rolery botlnps ore I dard uport cvllings (hosed ort somple ress/'on Io d /DN HCI solution/                        armpits, peophysicel lopt dnd drhlrrs'cocnncenls UNITS Dnils column refers lo penerol slmtcgropkic diwsions Idsnlcfled mlhin Ihe Ddsln sedhmenls.
LOG OF BORING                                 PV-27}}

Latest revision as of 20:18, 20 October 2019

Log of Boring PV-27.
ML18194A131
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: ML18194A131 (1)
v • d • e


Text

NATURAL GAMMA LOG INCREASING RADIATION COUNTS PER EECOWO

~ BAS I C PROPERTIES

~ cl SO I L 90 /00 60 /20 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARSONATE CONTENT 6

PALEO-NAGNETIC POLARITY POSITIVE 60 80 IOO I 0 ld0 I 0 l60 ate 0 2 ELEV- bda e NEGATIVE SILTY SAND WITH CRAVELI(dhf) brown, loose, dry, mccoceous.

SANDY SILT WITH CLAY,(JIL),

hqht brown, vary stiff to hard, elcghlly moist.

S/LTY SAND/(SM), proy-Drown e 55 51 mro' deter, d y, mccacroue.

WEEEUEEc wnvccc LEYEL Drown CLAY-CLAYEY

/NLTY vrry still to hard Sicf. (CL.IRL meet/,

55 scaf tered col che neduies Mn sprchr. one'orisone, I sl e LN e IOI 112

/~On 0

/2 121 SANDY SILT WITH CLAY/(ML),

brown, very stiff, mo st, 152 44/ca corns e stiff SAJIDY CLAY, (CL-CH),brdwn, ah//. Shshtly md/el.

141

/ovary brown SILTV SAND uVITH CLAY/(SJI),

svbangular to rounded 151 vrry uener; occasional grovel to Gv8."

SILTY CLAVI(CL) Stem he>cd, sliglctly moist/

SILTV SAND Ih'ITH CIFAVEL (Shs) lcghl brown vary dense, moist/

grovel fd SILTY CLAYifCL-CH).brawn, vrry et/If to hard, mdcstioccasmna/

clayry tilt ho teens; scolferrd ca/lent nodular.

CLAYEY st '/1, SILT/(JIL), Drown, <<ary most.

4..

GRAYELLY SAND WITH SILT,

.0,). (Cp-dht), Dro n, angular to 9

.O subanguler. vary dense. mo 'ttt

.9 EI J o'

gravol to syd; smolder homeon near lowtr contact.

5 oc'9

." P;.'

'ACE CLAY/(CH),white, tuffaceovm(f) hard, SANDY CLAY,(CL. CH), red- Drown, mo stl occoanvacl g~avel to thsracf scum)

ANDESITEI gray, hwvf, nolo. 0 100 cry stellate, aphan hci dmoli

+ + <<regvlor colccfr vmnsl d00++ waothor rd.

TD- mom SAMPLE LOCATION ~ DEPTH 1FEET) ~

SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEDMAGNETIC POLARITY PI piss/ city indes ssfu asst Ilctsl Inclcnohon of remrtenl mepnellc veclor in gensrnl agreement (II)) ot (e/

~

minus 200 percent pccssinp 200 slsw stra ' sts <<iTA dpposilion Io Ike present mognetic WIC etCdlll rtdlsiclts nsfe'. os/'4 Rect/i field.

e Mopnehc vrclor indelrrminele

~

Sd dry densily ssfvl n tern-n W dtplh SAMPLE TYPE Polsomopnenc Ig ise Drive Sample Reversal /0 esf elevotion P /cher Tube Somple 96 NK Core,NC ledccdies % Rscdtsty D E 5 0 R I PT I 0 N 5 ss Standard Perteiroiion Teel,"N"volue ssfu octet.et Litrtolopcc descriptions <<err compi/ed front pro/opia/a field lope, CARBONATE CONTENT lebonnoty les / ddld, dnd doart-hole peophysics Field lopt urrr preperrd in occordonce nilh ASTM D2688-69 Closslficehons

+

No Itedcliocc Sli ph/O'eoclivs steed ort hcbordlory les/ ddht drsin dccordance nith AsTM DZ68T-69. Rock descripHons foNou procsdvnts oudinrd ln Ihe Modsteteiy Reed/i ve

+

+

Hipkly ReucHve QUARTERLY OF THE COLORADO SCHOOL OF MINES; go/vms SD, No I Descripliorts for rolery botlnps ore I dard uport cvllings (hosed ort somple ress/'on Io d /DN HCI solution/ armpits, peophysicel lopt dnd drhlrrs'cocnncenls UNITS Dnils column refers lo penerol slmtcgropkic diwsions Idsnlcfled mlhin Ihe Ddsln sedhmenls.

LOG OF BORING PV-27

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