ML18193A652: 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:NATURAL GAMMA LOG-INCREASING RADIATION~COUNTS PER SECOND iOO iEO inO i O ISO EOO 22O NErtEURE0 HATED LEVEL Pl HP 10 EO Ea vie 100 0 2 UO 120 Es es~D 100 n BASIC SOIL PROPERTI ES 40 DO 120-ELEV LIGD'RAVELLY SILTY SAND AND SAIvDY 5/L.Ti FSM.MLJ,brown to grey br wn, nonploet/s fe low ptoetnlty, loos, dry, crudely rl/IArd.CLAYEY SAAID Wl(H CRAVEL, (SCJ.mollhd b ow, madam plant(<<ly, memum dr sr,most.SILTY SANDI (DIV.SPJ, gray-bro n,/ow ploefictty, rry dens.<<<<rt, m/cocoons, rorc grovel.SILTYSAND NvD SANDY GRAVELLY CLA Y, (AIL CLJ,D own to gray.(rw 4 to ado<<pleat/<<fy, edu dr se, crudely atro/ftrd.5/LTV SAND AND SANDY 5ILT IV(TH CLAY, (SM.MLJ, brown, low to mod/urn plaehc ly, m dumdrrts~till, mo/et, crudely strohhed CLAYEY 0 ILT AIVD 5(L TY CLAY/(Atc CL CHJ, b~own,low ton/gh plarhctty, very ehlf lo herd, nt<<sf, crudely etrohh'ed, m caceous.CLAYEY SAND AWD 5ANDY CLAY, (SC-CLJ, ltght Drown, low to<<return plash<<ty mcd/um dense or aM/, crudrly st aAArd.9 POSITIVE e NEGATIVE GS IOS e I I d LITHOLOGIC DATA PALEO-CARBONATE MAGNETIC DESCRIPTIONS UNITSY CONTENT POLARITY lo ese EJ 1ST146 SILTY CLAY WITH SAND,(CL CHJ, ltght Drown to r d-br mod/un/to high ploshc/ty 1 ST IBS EOO 240 SILTY CLAY AIVD SANDY CLAY,'CL.CHJ, w tlt Scattered sandy e H ond<<Ity s d her/sans, rrd-b o lo ton gh plashc ly e y ehff to hard, damp e 22O~R 8 Tso240 2SI 96 99 96+++i+++4.+A++++-CLAYEV SAIVD WITH GRAVEL, fSCJ, brown, dense.-AAIDE5(TE I gray,haw/, holo-crystrll/ne, v s cola, very frottu sd-TD-SOT'400 440 4SO 52 SAMPLE LOCATION~DEPTH (FEET)~SYM BOL EXPLANATION ENGINEERING PARAMETERS Pl plasticity Inde*minus 200-percent pitssinp 200 steve W/0 perceni mo/stere Sd dry dens ly SAMPLE TYPE rtsTv D rsc'letsl AsTw D rss Asr<</D 4sr (let/i Asrw/Dst/e rl-Drwe Somple-pilsner Tuiesompie
{{#Wiki_filter:NATURAL GAMMA LOG INCREASING     RADIATION COUNTS PER SECOND
-NA'oro,No.
                                      ~                                  BASIC PROPERTI ES Ea SOIL 100 UO 120 LITHOLOGIC DESCRIPTIONS DATA UNITSY CARBONATE CONTENT 9
Irtdicaies A Recovery-Standard Penetration Test, N valve ssvw D tees-er CARBONATE CONTENT-IVD Reitct otl 4.-El/phily Reactive-sfoderately Reochve++-tfiphly Reoclive (based on sample reacA'on lo o ID%AICI UNITS solution/on(fs column refers, to general slrahproph/c dkwstons IeVnlllied w/th/n Ihe Drain see/ments PALEOMAGNETIC POLARITY Inc(/noilart of remnon/mopneltc vector in general agresmenl wilb (J or oppost//ort lo I e J fhe presenf mogmlic/ni/d 8-stagnate vector ndelsrminate w depth Palaomopnetic II iss Reverso/~(0 esr D~elevat on D E 9 0 R I PT I 0 N 5 Litholopic descriptions were compiled/rom pea(op(ate field lope, laboratory test data, ond down-hole geophysics fi'eld lope were prepared M accordance with ASTM D2488-6'9 Cfossil'icattons Dosed on laboratory lest dote are (n accivdonce with ASTAI D248T-59.Rocrt descriptions follow procedures ovtlined in the OUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume SD, No/Descriptions for rotary Dorinps 1/re based upon cvllinps samples, geophysics/
PALEO-MAGNETIC POLARITY POSITIVE iOO iEO   inO       i O         ISO       EOO       22O           Pl       vie     0 2 ELEV                                                                            e  NEGATIVE Es LIGD'RAVELLY SILTY SAND AND SAIvDY 5/L. Ti FSM. MLJ,brown to grey br wn, nonploet/s fe low ptoetnlty, loos, dry, crudely               rl     /IArd.
lope ond drillers'comments LOG OF BORING PV-21}}
CLAYEY SAAID Wl(H CRAVEL, (SCJ.
mollhd b ow, madam plant(<<ly, memum           dr sr,most.
SILTY SANDI (DIV. SPJ, gray-bro n, 40                  /ow ploefictty, rry dens . <<<<rt, m/cocoons,           rorc grovel.
HP  es          ~D                                  SILTYSAND NvD SANDY GRAVELLY CLA Y, (AIL CLJ,D own to gray. (rw                                 4 to ado<<pleat/<<fy,                   edu dr se, crudely atro/ ftrd.
100                                              5/LTV SAND AND SANDY 5ILT NErtEURE0 HATED LEVEL                                                              IV(TH CLAY, (SM.MLJ, brown, low to mod/urn plaehc ly, m dumdrrts
                                                                                                                          ~ till, mo/et, crudely strohhed DO                  CLAYEY 0 ILT AIVD 5(L TY CLAY/
10                                                  (Atc CL CHJ, b~own,low ton/gh plarhctty, very ehlf lo herd, nt<<sf, n                              crudely etrohh'ed, m caceous.
CLAYEY SAND AWD 5ANDY CLAY, (SC-CLJ, ltght Drown, low to <<return                                                     GS EO                                                  plash<<ty mcd/um dense or aM/,                                                           IOS crudrly st aAArd.
120 e         I I d lo ese     EJ 1ST 146 SILTY CLAY WITH SAND,(CL                                 CHJ, ltght Drown to r d-br                                                                   1 ST mod/un/ to high ploshc/ty IBS EOO e      22O SILTY CLAY AIVD SANDY                                                           ~R w tlt Scattered sandy e H ond      CLAY,'CL.CHJ, 8 Tso 240                  <<Ity s d her/sans, rrd-b o                                                           240 lo ton gh plashc ly e y ehff to hard, damp 2SI CLAYEV SAIVD WITH GRAVEL, fSCJ,
                                                                                                        +++i+ brown, dense.
96
                                                                                                        ++      4. AAIDE5(TE I gray,haw/, holo-99                                          + A            crystrll/ne, v s cola, very frottu sd 96                                          ++++ TD-SOT' 400 440 4SO 52 SAMPLE       LOCATION ~                     DEPTH (FEET) ~
SYM BOL EXPLANATION ENGINEERING PARAMETERS                                                                               PALEOMAGNETIC POLARITY Pl minus W/0 200        plasticity Inde*
percent pitssinp 200 steve perceni mo/stere rtsTv   D AsTw D rss rsc'letsl Asr<</ D 4sr (let/i Inc(/noilart wilb
                                                                                                        /ni/d of remnon/ mopneltc vector in general agresmenl
( J or oppost//ort lo I e                       J fhe               presenf mogmlic Asrw/Dst/e rl                      8 stagnate vector ndelsrminate w
                                                                                                                                                            ~
Sd                dry dens ly depth Reverso/~(0 II SAMPLE TYPE                                                                      Palaomopnetic                          iss Drwe                                                                                                                            esr   D Somple pilsner    Tuiesompie elevat on NA'oro,No.        Irtdicaies A Recovery                                                                                  DE 9 0 R I PT I 0 N 5 Standard    Penetration Test, N valve    ssvw    D tees-er                  Litholopic descriptions were compiled /rom pea(op(ate field lope, laboratory test data, ond down-hole geophysics fi'eld lope were CARBONATE            CONTENT prepared M accordance with ASTM D2488-6'9 Cfossil'icattons
: 4.
IVD Reitct otl El/phily Reactive                                                            Dosed on laboratory lest dote are (n accivdonce with ASTAI D248T-59. Rocrt descriptions follow procedures ovtlined in the sfoderately Reochve
                  +
                  +
tfiphly Reoclive                                                              OUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume SD, No / Descriptions for rotary Dorinps 1/re based upon cvllinps (based on sample reacA'on lo o    ID% AICI solution/                            samples, geophysics/ lope ond drillers'comments UNITS on(fs column refers, to general slrahproph/c dkwstons IeVnlllied w/th/n Ihe Drain see/ments LOG OF BORING                             PV-21}}

Latest revision as of 20:28, 20 October 2019

Log of Boring PV-21.
ML18193A652
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: ML18193A652 (1)
v • d • e


Text

NATURAL GAMMA LOG INCREASING RADIATION COUNTS PER SECOND

~ BASIC PROPERTI ES Ea SOIL 100 UO 120 LITHOLOGIC DESCRIPTIONS DATA UNITSY CARBONATE CONTENT 9

PALEO-MAGNETIC POLARITY POSITIVE iOO iEO inO i O ISO EOO 22O Pl vie 0 2 ELEV e NEGATIVE Es LIGD'RAVELLY SILTY SAND AND SAIvDY 5/L. Ti FSM. MLJ,brown to grey br wn, nonploet/s fe low ptoetnlty, loos, dry, crudely rl /IArd.

CLAYEY SAAID Wl(H CRAVEL, (SCJ.

mollhd b ow, madam plant(<<ly, memum dr sr,most.

SILTY SANDI (DIV. SPJ, gray-bro n, 40 /ow ploefictty, rry dens . <<<<rt, m/cocoons, rorc grovel.

HP es ~D SILTYSAND NvD SANDY GRAVELLY CLA Y, (AIL CLJ,D own to gray. (rw 4 to ado<<pleat/<<fy, edu dr se, crudely atro/ ftrd.

100 5/LTV SAND AND SANDY 5ILT NErtEURE0 HATED LEVEL IV(TH CLAY, (SM.MLJ, brown, low to mod/urn plaehc ly, m dumdrrts

~ till, mo/et, crudely strohhed DO CLAYEY 0 ILT AIVD 5(L TY CLAY/

10 (Atc CL CHJ, b~own,low ton/gh plarhctty, very ehlf lo herd, nt<<sf, n crudely etrohh'ed, m caceous.

CLAYEY SAND AWD 5ANDY CLAY, (SC-CLJ, ltght Drown, low to <<return GS EO plash<<ty mcd/um dense or aM/, IOS crudrly st aAArd.

120 e I I d lo ese EJ 1ST 146 SILTY CLAY WITH SAND,(CL CHJ, ltght Drown to r d-br 1 ST mod/un/ to high ploshc/ty IBS EOO e 22O SILTY CLAY AIVD SANDY ~R w tlt Scattered sandy e H ond CLAY,'CL.CHJ, 8 Tso 240 <<Ity s d her/sans, rrd-b o 240 lo ton gh plashc ly e y ehff to hard, damp 2SI CLAYEV SAIVD WITH GRAVEL, fSCJ,

+++i+ brown, dense.

96

++ 4. AAIDE5(TE I gray,haw/, holo-99 + A crystrll/ne, v s cola, very frottu sd 96 ++++ TD-SOT' 400 440 4SO 52 SAMPLE LOCATION ~ DEPTH (FEET) ~

SYM BOL EXPLANATION ENGINEERING PARAMETERS PALEOMAGNETIC POLARITY Pl minus W/0 200 plasticity Inde*

percent pitssinp 200 steve perceni mo/stere rtsTv D AsTw D rss rsc'letsl Asr<</ D 4sr (let/i Inc(/noilart wilb

/ni/d of remnon/ mopneltc vector in general agresmenl

( J or oppost//ort lo I e J fhe presenf mogmlic Asrw/Dst/e rl 8 stagnate vector ndelsrminate w

~

Sd dry dens ly depth Reverso/~(0 II SAMPLE TYPE Palaomopnetic iss Drwe esr D Somple pilsner Tuiesompie elevat on NA'oro,No. Irtdicaies A Recovery DE 9 0 R I PT I 0 N 5 Standard Penetration Test, N valve ssvw D tees-er Litholopic descriptions were compiled /rom pea(op(ate field lope, laboratory test data, ond down-hole geophysics fi'eld lope were CARBONATE CONTENT prepared M accordance with ASTM D2488-6'9 Cfossil'icattons

4.

IVD Reitct otl El/phily Reactive Dosed on laboratory lest dote are (n accivdonce with ASTAI D248T-59. Rocrt descriptions follow procedures ovtlined in the sfoderately Reochve

+

+

tfiphly Reoclive OUARTERLY OF THE COLORADO SCHOOL OF MINES, Volume SD, No / Descriptions for rotary Dorinps 1/re based upon cvllinps (based on sample reacA'on lo o ID% AICI solution/ samples, geophysics/ lope ond drillers'comments UNITS on(fs column refers, to general slrahproph/c dkwstons IeVnlllied w/th/n Ihe Drain see/ments LOG OF BORING PV-21

Retrieved from "https://kanterella.com/w/index.php?title=ML18193A652&oldid=1926837"