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{{#Wiki_filter:80 I 0 l20 I40 l60 l80 200 NATURAL GAMMA LOG-INCREASING RADIATION~COUNTS PER SECOND Pl BASIC SOIL PROPERT I ES I20 4 0 20 ELEV<<965'SILTY SAAIDI(SM) brown angulw,/oosc I'o med um denser mo stl'r edam nantly fine guortz and mruh OCCaaianal graVel C(attar Ond<<it/ennea.-+0+IB POSITlvE e NEG/ITIVE LITHOLOGIC DATA PALEO-CARBONATE MAGNETIC DESCRIPTIONS UNITS L CONTENT POLARITY so 40 80 SILTY CLAY AND CLAYEY 5ILT/J (CL-OV-ML), brown, med u to/vgh plastluyy, very stl/'f, mo st.scaNered Mn specks.ss~SILTY CLAY/(CH), brown, high plostlcly, very sti ff, molstl hfn specks ond root vuds.~CLAYEY 5/t AND SILTY C/AY/(ML-CLJ, brown, very Stiff to ham(moist;Mn specks.-SILtY CIAYI(CH), brown, very shff, mors(i htn s/mckt e 93 I OS (20 I-CLAYEY SILT AND SILTY CIAY;(hfL"CL),kvuwn, very stiff, moisfr scattered cahchc rmdules and Mn speck'J.~CLAYEY SILT-SN ty C/AY/(ML-CL), brown, low ploshcity very sh(F must-CLAYEY SILT WITH S4(VDI(ML), lvuwn, shff h firm, nuvst(scoftenld cal chc nodu/es.8 I4 REAEVRER RhVER LEVEL FSILTAND SANDY SILT(ML),brawn, ve/t shff, mus/I scaffcrvd cohctw nodules and Mn specks.33 TO 90 sl 240 I+j e Leg dmm 4 SILTY CLAY((CL), red-brown, mm(ulm ptastlufy, very stiff, most(occasional han specks and cold vuds SILTY SAND AND SAA(DY SILT;(SM-ML)r brown angular, dense or shff, wet'ua)z ond volcanic rock~ments predomlnafe/
{{#Wiki_filter:NATURAL GAMMA LOG INCREASING     RADIATION COUNTS PER SECOND
mlcoceou<<LSANDY S'LT WITH GRAVEL;(ML), CV'OIVVL ANDESITEI dark gray, ha/dr porphyritic ferromagnesion phtnocrtsts ln on aphonrtrc graundmas s;mod<<oft/y wccdhercd, fractured.
                                  ~                                  BASIC PROPERT SOIL I ES I20 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARBONATE CONTENT PALEO-MAGNETIC POLARITY IB POSITlvE 80 I 0    l20      I40        l60        l80          200      Pl 0                 ELEV<< 965'
VOLCANIC lSRECCIA AND TLIFF/block to gray-white(lnterbedded brace os and sandy tuff s.TD-25/'8 400 440 340 SAMPLE LOCATION~DEPTH (FEET)~SYM BOL EXPLANATION ENGINEERING PARAMETERS PI ohrsfici ly indeu minus 200-percent passlnp 200 sieve W/0 percen/moisture Sd dry densify SAMPLE TYPE nttu Dens ntrs/4 t tw'ets natal eel'4 (lstli 4$tw I o t el ll-rl-Drive Sample-p(lcher TuDe sample-Ny Core,luo.Indicolss N Recovery-Standard Penelrolion Test, N volut nsrw Discs-sr CARBONATE CONTENT No React an+-Shphlly Reactive-ktoderalely Reactive+-Hiphly Reucli vs+IDosed on sample reaction Io o/0%HCI solution/UNITS Llnils column refers lo peneral s(rotlgraphrc divisions idsnllhed wilhin Ihe basin sed ments PALEOMAGNETIC POLARITY Inclinalior, of remnant magnetic vector in general agreemen/wilh f(P/or opposition lo (e/Ihe present mogmllc field.e-Slagnahc vector indeterminate
                                                                                                                                                                                  -+    0+  e  NEG/ITIVE SILTY SAAIDI(SM) brown angulw,
~dept/i Poleamapnefi c It lse Reverso/~ID atr u-elsvafion D E 3 C R I PT I 0 N 3 Ldhologlc descriptions ware complied from peolopisls field lope, laDoralory lest dole, and down-hole peophysics Field lopt ware prepared ln accordance with ASTN 02488.69 Clossificahons Dosed on loboralory feel dote ore In occordonce with nsfn(D248T-69.Rock descnplions (allow procedures ouNined in Ihe QUARTERLY OF THE COLORADO SCHOOL OF MINES, Va/ume 50, Na/Descnplions lor rotary bor(nps are Dased upon culhngs somplet, geophys co/logs ond dr/gers'commtnls LOG OF BORING PV-4B}}
                                                                                                                        /oosc     I'o med um denser mo           stl'r edam nantly fine guortz and mruh 20                OCCaaianal graVel C(attar Ond <<it 4                            /ennea.
so 40                 SILTY CLAY AND CLAYEY 5ILT/
J plastluyy, (CL-OV-ML), brown, med very stl/'f,   mo u
st.
to/vgh scaNered Mn specks.
80
                                                                                                                    ~SILTY CLAY/(CH), brown, high ss                                                      plostlcly, very sti ff, molstl hfn specks ond root vuds.
                                                                                                                    ~CLAYEY 5/             t AND SILTY C/AY/
(ML-CLJ, brown, very Stiff to ham(
moist; Mn specks.
e            93 SILtY CIAYI(CH),brown, very shff, mors(i htn s/mckt                                                               I OS (20               I-CLAYEY SILT AND SILTY CIAY; (hfL"CL),kvuwn, very stiff, moisfr scattered cahchc rmdules and Mn speck'J.
                                                                                                                    ~CLAYEY SILT- SN ty C/AY/(ML-CL),
brown, low ploshcity very sh(F must 8            I4 CLAYEY SILT WITH S4(VDI(ML),
lvuwn, shff h firm, nuvst( scoftenld cal chc nodu/es.
FSILTAND SANDY SILT(ML),brawn, ve/t shff, mus/I scaffcrvd cohctw nodules and Mn specks.
REAEVRER RhVER LEVEL SILTY CLAY((CL), red-brown,                   mm(ulm sl                                                      ptastlufy, very stiff, most(occasional han specks and cold vuds SILTY SAND AND SAA(DY SILT; (SM-ML)rbrown angular, dense or shff, wet'ua )z ond volcanic rock
                                                                                                                        ~ments predomlnafe/ mlcoceou<<
33                                                          LSANDY S'LT WITH GRAVEL; (ML),
CV'OIVVL TO                                          I+j e Leg        ANDESITEI dark gray, ha/dr 240    dmm          porphyritic ferromagnesion 4
90                                                          phtnocrtsts ln on aphonrtrc graundmas s; mod<<oft/y wccdhercd, fractured.
VOLCANIC lSRECCIA AND TLIFF/ block to gray-white(
lnterbedded brace os and sandy tuff s.
TD 25/
                                                                                                                                      '8 400 440 340 SAMPLE         LOCATION ~                     DEPTH (FEET)     ~
SYM BOL EXPLANATION ENGINEERING PARAMETERS                                                                               PALEOMAGNETIC POLARITY PI ohrsfici ly indeu             nttu t tw Dens    ntrs/                Inclinalior, of remnant magnetic vector in general agreemen/
f(P/                                (e/
                                                                                                                                                        ~
minus 200       percent passlnp 200 sieve     4      '
ets                        wilh            or opposition lo                    Ihe present mogmllc W/0             percen/ moisture               natal eel'4 (lstli                     field.
Sd              dry densify                    4 $ tw I o tel ll - rl               e     Slagnahc vector indeterminate dept/i SAMPLE TYPE                                                                        Poleamapnefi c             It lse Drive Sample                                                                                Reverso/~                 ID   atru elsvafion p(lcher TuDe sample Ny Core,luo. Indicolss N Recovery                                                                                    D E 3 C R I PT 0 N 3 I
Standard Penelrolion Test, N volut nsrw Discs-sr                                  Ldhologlc descriptions ware complied from peolopisls field lope, CARBONATE CONTENT                                                            laDoralory lest dole, and down-hole peophysics Field lopt ware prepared ln accordance with ASTN 02488.69 Clossificahons
                  +      No React an Shphlly Reactive Dosed on loboralory feel dote ore In occordonce with nsfn(
                    +
 
ktoderalely    Reactive D248T-69. Rock descnplions (allow procedures ouNined in Ihe QUARTERLY OF THE COLORADO SCHOOL OF MINES, Va/ume 50,
                    +      Hiphly Reucli  vs                                                              Na/ Descnplions lor rotary bor(nps are Dased upon culhngs IDosed on sample reaction Io o /0% HCI solution/                                  somplet, geophys co/ logs ond dr/gers'commtnls UNITS Llnils column refers lo peneral s(rotlgraphrc divisions idsnllhed wilhin Ihe basin sed ments LOG OF BORING                       PV-4B}}

Revision as of 21:19, 20 October 2019

Log of Boring PV-48
ML18194A071
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: ML18194A071 (1)


Text

NATURAL GAMMA LOG INCREASING RADIATION COUNTS PER SECOND

~ BASIC PROPERT SOIL I ES I20 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARBONATE CONTENT PALEO-MAGNETIC POLARITY IB POSITlvE 80 I 0 l20 I40 l60 l80 200 Pl 0 ELEV<< 965'

-+ 0+ e NEG/ITIVE SILTY SAAIDI(SM) brown angulw,

/oosc I'o med um denser mo stl'r edam nantly fine guortz and mruh 20 OCCaaianal graVel C(attar Ond <<it 4 /ennea.

so 40 SILTY CLAY AND CLAYEY 5ILT/

J plastluyy, (CL-OV-ML), brown, med very stl/'f, mo u

st.

to/vgh scaNered Mn specks.

80

~SILTY CLAY/(CH), brown, high ss plostlcly, very sti ff, molstl hfn specks ond root vuds.

~CLAYEY 5/ t AND SILTY C/AY/

(ML-CLJ, brown, very Stiff to ham(

moist; Mn specks.

e 93 SILtY CIAYI(CH),brown, very shff, mors(i htn s/mckt I OS (20 I-CLAYEY SILT AND SILTY CIAY; (hfL"CL),kvuwn, very stiff, moisfr scattered cahchc rmdules and Mn speck'J.

~CLAYEY SILT- SN ty C/AY/(ML-CL),

brown, low ploshcity very sh(F must 8 I4 CLAYEY SILT WITH S4(VDI(ML),

lvuwn, shff h firm, nuvst( scoftenld cal chc nodu/es.

FSILTAND SANDY SILT(ML),brawn, ve/t shff, mus/I scaffcrvd cohctw nodules and Mn specks.

REAEVRER RhVER LEVEL SILTY CLAY((CL), red-brown, mm(ulm sl ptastlufy, very stiff, most(occasional han specks and cold vuds SILTY SAND AND SAA(DY SILT; (SM-ML)rbrown angular, dense or shff, wet'ua )z ond volcanic rock

~ments predomlnafe/ mlcoceou<<

33 LSANDY S'LT WITH GRAVEL; (ML),

CV'OIVVL TO I+j e Leg ANDESITEI dark gray, ha/dr 240 dmm porphyritic ferromagnesion 4

90 phtnocrtsts ln on aphonrtrc graundmas s; mod<<oft/y wccdhercd, fractured.

VOLCANIC lSRECCIA AND TLIFF/ block to gray-white(

lnterbedded brace os and sandy tuff s.

TD 25/

'8 400 440 340 SAMPLE LOCATION ~ DEPTH (FEET) ~

SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY PI ohrsfici ly indeu nttu t tw Dens ntrs/ Inclinalior, of remnant magnetic vector in general agreemen/

f(P/ (e/

~

minus 200 percent passlnp 200 sieve 4 '

ets wilh or opposition lo Ihe present mogmllc W/0 percen/ moisture natal eel'4 (lstli field.

Sd dry densify 4 $ tw I o tel ll - rl e Slagnahc vector indeterminate dept/i SAMPLE TYPE Poleamapnefi c It lse Drive Sample Reverso/~ ID atru elsvafion p(lcher TuDe sample Ny Core,luo. Indicolss N Recovery D E 3 C R I PT 0 N 3 I

Standard Penelrolion Test, N volut nsrw Discs-sr Ldhologlc descriptions ware complied from peolopisls field lope, CARBONATE CONTENT laDoralory lest dole, and down-hole peophysics Field lopt ware prepared ln accordance with ASTN 02488.69 Clossificahons

+ No React an Shphlly Reactive Dosed on loboralory feel dote ore In occordonce with nsfn(

+

ktoderalely Reactive D248T-69. Rock descnplions (allow procedures ouNined in Ihe QUARTERLY OF THE COLORADO SCHOOL OF MINES, Va/ume 50,

+ Hiphly Reucli vs Na/ Descnplions lor rotary bor(nps are Dased upon culhngs IDosed on sample reaction Io o /0% HCI solution/ somplet, geophys co/ logs ond dr/gers'commtnls UNITS Llnils column refers lo peneral s(rotlgraphrc divisions idsnllhed wilhin Ihe basin sed ments LOG OF BORING PV-4B