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{{#Wiki_filter:NATURAL GAMMA LOG INCREASING RADIATION~230 250 COUNTS PER SECOND I30/50 170/90 2IO PI 2 34"/c IOO 0 2 I20 BASIC SOIL PROPERTIES 0 20 LITHOLOGIC DATA PA LEO-CARBONATE MAGNETIC DESCRIPTIONS UNITS L CONTENT POLARITY Q POSITIVE e EGATIVE-i 0+ELEY 9/I~5IL 7Y SAND AND SAAIDY SIL 7, (SM.ML), bro n loose d yl accamcvm/I gravel.~SAND)CLAV,(CL CHJ,red-b o wry sh//, d y 40-SILT/5AND AND SAIVDY 5ILTI (5'M-ML),brown,med dense, mo st, m caceou el oc cosvmsa/thin clay lenses.(9 Ss MEASURED WATER LEVEL 9O IEO 14 CLAYEY 5/L T AND 5/LTY CLAY;j (ML CLJ, ech brown, shtf, mo stl poltoso/development ot S6'5IL TY SAND AAID SAND V SIL 7 14'ITH CLAY/(SRI.ML), hght brown, med um dense or ot ff, mo s/I occc/s ona/thin clay leases.-5/LTY'LAV AND CLAYEY 5ILT, (CL MLJ red-brawn st ff,most, stra/'/ed/
{{#Wiki_filter:NATURAL GAMMA LOG INCREASING       RADIATION COUNTS PER SECOND
obu d I hsn stone/occasional thin sand le see o d co/cke adults-I'LAYEV SILT (ML)brown, hrm to stiff, mo st, mic ocean el cal coe I/adult s obund tl occama I thun clay o sand le-5ILTY SAND/(SM),b o n, a gular to s bong lar, de se, I, mc reous~SILT WiTH CLAY,I'ML),hght bro n.vc'ry shff, mo st e 67 e TS e Ss I'02/0 eie 106 8 117 Q 126 157 150 f/3 170 200 5/LTY CLAT, (CL CH)red-0 o n, I very ahtf to nord, moso ob ndonl colche nod les 240 TCLAYEY SILT,(ML),braw, ve Y 9 shff, mo sh accas onal th n clay/nterbeds.
                                      ~                              BASIC PROPERTIES 34 SOIL I20 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARBONATE CONTENT PA LEO-MAGNETIC POLARITY Q POSITIVE
00~5/LTV CLAV, (CL.CH).red-bra n, very stdf to hard, mo st, scab'ared cat che cd Ieo-TD-SDO'40 360 39 400 440 49O 500 520 SAMPLE LOCATION~DEPTH (FEET)-y SYM BOL EXPLANATION ENGINEERING PARAMETERS Pi pleat ci/y/ndec minus 200-percent passinp 200 sieve WIG percent moisture Sd Sry Sensi/y SAMPLE TYPE ASTW O Ssc lle/2/A ST/I O SCS ASTWI asst/tert/AsTA/I assis-Tl-Drive Sample-Pitcher Tube Sample-Nt/core, Ivo Indicates Ss Recover/-Slonaorp Penetration Teel, N voice ASTn o/sss-sr CARBONATE CONTENT-No Reach'o/I h-Slighhy Rsochvs-elude ately lleacl'++-Higwy RsacHve/bases on sump/e section lo a/0%Hci 0 NITS soluHon)Veils coivmn refers lo general a/rat/graphic Shwstans ident///sd w/thin Ihe basin ssC/ments PALEOMAGNETIC POLARITY inc//Aohon of remn//nl mapnstic vector in general apreemenl with f (I))or apposihon la f e I Ike present magnetic fis/d 8-magneltc vector inde/arm/napa r depth Paleomognehc is ies//eve/col~/0 acr v-elevaHon D E 6 0 R I 9 T I 0 9 3 L//hoiog/c descrlphons were compiled from geolopisls field lope, laboratory lest palo, ond down-ho/e psophysics yield logs wars prepared in accordance wile AsTM D2499-69 clossifications based on laboratory lssl dale arein accordance w'lh ASTN D2497.69.Rock asser/plians follow procedures auhined in Ihe DUARTERLY OF THE COLORAOO SC~OOL OF MiNES, YoiumeSD, No I Descriptions for rotary borings are based upon cullinps samples, geophysics/
                                                                                                                                                                          -i IOO I30 /50   170       /90       2IO       230        250        PI 2   "/c     0 2 0                 ELEY       9/I                                             0+  e    EGATIVE
logs und drillers'commenfs LOG OF BORING PV-36}}
                                                                                                                ~   5IL 7Y SAND       AND SAAIDY SIL 7, (SM.ML), bro n loose d yl accamcvm/I gravel.
                                                                                                                ~SAND) CLAV,(CL CHJ,red-b o 20                wry sh//, d y (5'M-ML),brown,med SILT/ 5AND AND SAIVDY 5ILTI dense, 40                mo st, m caceou         el   oc cosvmsa/                       (9          Ss thin clay lenses.
CLAYEY 5/L T AND 5/LTY CLAY; (ML CLJ, ech brown, shtf, mo 'stl poltoso/ development ot 5IL TY SAND AAID SAND V SIL 7 S6 e          67 9O 14'ITH CLAY/(SRI.ML),hght brown, med um dense or ot ff, mo s/I                                   e          TS occc/s ona/ thin clay leases.
5/LTY'LAVAND CLAYEY5ILT,                                         e          Ss (CL MLJ red-brawn st ff,most, stra/'/ed/ obu d I hsn stone/
occasional thin sand le see o d co/cke adults                                                 I'02/0 eie 106 MEASURED WATER LEVEL IEO I'LAYEV stiff, mo st, SILT (ML) brown, hrm cal coe to             8          117 mic ocean     el I/adult s obund tl occama                       I                 Q          126 thun clay o sand le 14 157 5ILTY           SAND/(SM),b to s bong lar, de se, o    n, a gular 150 I,
mc reous
                                                                                                                ~SILT WiTH CLAY,I'ML),hghtbro                          n.           f/3        170 vc'ry shff, mo st 200              I   5/LTY CLAT, (CL CH) red-0 o n, very ahtf to nord, moso ob ndonl colche nod les 240 TCLAYEY SILT,(ML),braw, ve Y 9 shff, mo sh accas onal th n clay
                                                                                                                  /nterbeds.
                                                                                                              ~ very 5/LTV CLAV, (CL.CH).
scab'ared stdf to hard, mo red-bra st, n,
cat che     cd Ieo 00              TD-SDO'40 360 39 400 440 49O 500 520 SAMPLE       LOCATION ~                 DEPTH (FEET)   y SYM BOL EXPLANATION ENGINEERING PARAMETERS                                                                       PALEOMAGNETIC POLARITY Pi pleat ci/y /ndec           ASTW O Ssc   lle/2/               inc//Aohon f (I))
of remn//nl mapnstic vector in general apreemenl fe
                                                                                                                        ~
minus  200      percent passinp 200 sieve  A ST/I O SCS                        with         or apposihon         la           I Ike present magnetic WIG              percent moisture            ASTWI asst    /tert/                fis/d Sd              Sry Sensi/y                AsTA/I assis-Tl 8 magneltc       vector inde/arm/napa r
SAMPLE TYPE Drive Sample Pitcher Tube Sample Nt/ core, Ivo Indicates Ss Recover/
Paleomognehc
                                                                                                            //eve/col DE is ies
                                                                                                                                      /0 acrv
 
6 0 R I 9 TI 0 9 3 depth elevaHon Slonaorp Penetration Teel, N voice ASTn        o/sss-sr                    L//hoiog/c descrlphons were compiled from geolopisls field lope, CARBONATE CONTENT                                                    laboratory lest palo, ond down-ho/e psophysics yield logs wars prepared in accordance wile AsTM D2499-69 clossifications
 
No Reach'o/I Slighhy Rsochvs                                                        based on laboratory lssl dale arein accordance w'lh ASTN D2497.69. Rock asser/plians follow procedures auhined in Ihe elude ately lleacl'
                    +
                    +
Higwy RsacHve DUARTERLY OF THE COLORAOO SC~OOL OF MiNES, YoiumeSD, No I Descriptions for rotary borings are based upon cullinps
                        /bases on sump/e section lo a /0% Hci soluHon)                            samples, geophysics/ logs und drillers'commenfs 0 NITS Veils coivmn refers lo general a/rat/graphic Shwstans ident///sd w/thin Ihe basin ssC/ments LOG OF BORING                   PV-36}}

Revision as of 20:27, 20 October 2019

Log of Boring PV-36.
ML18193A667
Person / Time
Site: Palo Verde  Arizona Public Service icon.png
Issue date: 07/12/2018
From:
Arizona Public Service Co
To:
Office of Nuclear Reactor Regulation
References
Download: ML18193A667 (1)


Text

NATURAL GAMMA LOG INCREASING RADIATION COUNTS PER SECOND

~ BASIC PROPERTIES 34 SOIL I20 LITHOLOGIC DESCRIPTIONS DATA UNITS L CARBONATE CONTENT PA LEO-MAGNETIC POLARITY Q POSITIVE

-i IOO I30 /50 170 /90 2IO 230 250 PI 2 "/c 0 2 0 ELEY 9/I 0+ e EGATIVE

~ 5IL 7Y SAND AND SAAIDY SIL 7, (SM.ML), bro n loose d yl accamcvm/I gravel.

~SAND) CLAV,(CL CHJ,red-b o 20 wry sh//, d y (5'M-ML),brown,med SILT/ 5AND AND SAIVDY 5ILTI dense, 40 mo st, m caceou el oc cosvmsa/ (9 Ss thin clay lenses.

j CLAYEY 5/L T AND 5/LTY CLAY; (ML CLJ, ech brown, shtf, mo 'stl poltoso/ development ot 5IL TY SAND AAID SAND V SIL 7 S6 e 67 9O 14'ITH CLAY/(SRI.ML),hght brown, med um dense or ot ff, mo s/I e TS occc/s ona/ thin clay leases.

5/LTY'LAVAND CLAYEY5ILT, e Ss (CL MLJ red-brawn st ff,most, stra/'/ed/ obu d I hsn stone/

occasional thin sand le see o d co/cke adults I'02/0 eie 106 MEASURED WATER LEVEL IEO I'LAYEV stiff, mo st, SILT (ML) brown, hrm cal coe to 8 117 mic ocean el I/adult s obund tl occama I Q 126 thun clay o sand le 14 157 5ILTY SAND/(SM),b to s bong lar, de se, o n, a gular 150 I,

mc reous

~SILT WiTH CLAY,I'ML),hghtbro n. f/3 170 vc'ry shff, mo st 200 I 5/LTY CLAT, (CL CH) red-0 o n, very ahtf to nord, moso ob ndonl colche nod les 240 TCLAYEY SILT,(ML),braw, ve Y 9 shff, mo sh accas onal th n clay

/nterbeds.

~ very 5/LTV CLAV, (CL.CH).

scab'ared stdf to hard, mo red-bra st, n,

cat che cd Ieo 00 TD-SDO'40 360 39 400 440 49O 500 520 SAMPLE LOCATION ~ DEPTH (FEET) y SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pi pleat ci/y /ndec ASTW O Ssc lle/2/ inc//Aohon f (I))

of remn//nl mapnstic vector in general apreemenl fe

~

minus 200 percent passinp 200 sieve A ST/I O SCS with or apposihon la I Ike present magnetic WIG percent moisture ASTWI asst /tert/ fis/d Sd Sry Sensi/y AsTA/I assis-Tl 8 magneltc vector inde/arm/napa r

SAMPLE TYPE Drive Sample Pitcher Tube Sample Nt/ core, Ivo Indicates Ss Recover/

Paleomognehc

//eve/col DE is ies

/0 acrv

6 0 R I 9 TI 0 9 3 depth elevaHon Slonaorp Penetration Teel, N voice ASTn o/sss-sr L//hoiog/c descrlphons were compiled from geolopisls field lope, CARBONATE CONTENT laboratory lest palo, ond down-ho/e psophysics yield logs wars prepared in accordance wile AsTM D2499-69 clossifications h

No Reach'o/I Slighhy Rsochvs based on laboratory lssl dale arein accordance w'lh ASTN D2497.69. Rock asser/plians follow procedures auhined in Ihe elude ately lleacl'

+

+

Higwy RsacHve DUARTERLY OF THE COLORAOO SC~OOL OF MiNES, YoiumeSD, No I Descriptions for rotary borings are based upon cullinps

/bases on sump/e section lo a /0% Hci soluHon) samples, geophysics/ logs und drillers'commenfs 0 NITS Veils coivmn refers lo general a/rat/graphic Shwstans ident///sd w/thin Ihe basin ssC/ments LOG OF BORING PV-36