particle size distribution reportparticle size distribution report u.s. sieve opening in inches u.s....

Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER

o6 3 2 1-112 1 3/4 1/2 3/8 4 20 30 40 60 100 140 200100

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GRAIN SIZE IN MILLIMETERS

% COBBLES

o 0.0

% GRAVELCOARSE FINE

0.0 0.0COARSE

0_0

% SANDMEDIUM

29.5FINE63.7

SILT% FINES

6.8CLAY

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM % LL PLo B-1l95 SS-4 6/193.35 1/17/07 SP-SM SAND with silt (SP-SM) 7.2 NV NP

7034I FiqureProiect No. 6141-06-0286

Ir-:C::..c1i=en:..:..:.t--=G=P....:::C'-"c=/o...::::S=-.:.N.o::..OC""-- -J MACTEC ENGINEERING :: Tested by: S.P./R.W Reviewed by: HJProject Vogtle Units 3 & 4 COL Project AND

CONSULTING, INC.153 of 1625


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oSOURCEB-1195

SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-6 11/188.35 1/17/07

USCS MATERIAL DESCRIPTIONSAND clayey SC)

NM % LL PL14.5


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oSOURCEB-1195

SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-8 18.5/180.85 1/17/07

USCS MATERIAL DESCRIPTIONSAND clavev eSC)

NM% LL135

PL


II-'C::...:.li=en:..:.=.t---'G=P-'=C'-=c::..::::/o-'=S.:::...:N=OC=-- -1 MACTEC ENGINEERING ~ Tested by: RW Reviewed by: HJProject Vogtle Units 3 & 4 COL Project AN D



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SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-lO 28.5/170.85 1/17/07

USCS MATERIAL DESCRIPTIONSAND clavev (SC)

NM % LL PL19.7


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-1l95 SS-12 38.5/160.85 1/17/07 SAND clayey (SC) 33.1

Client GPC c/o SNOC MACTEC ENGINEERING ... Tested by: RW Reviewed by: HI

Project Vogt1e Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7038 CONSULTING, INC.

157 of 1625


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL" B-1l96 SS-l 0/221.11 1/15/07 SAND, with silt (SP-SM)v

Client GPC c/o SNOC MACTEC ENGINEERING '; Tested by: RW Reviewed by: HJ

Project Vogtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7040 CONSULTING, INC.

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uses MATERIAL DESCRIPTIONSAND with silt (SP-SM)

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Particle Size Distribution Reportu.S. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER

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Particle Size Distribution ReportU,S, SIEVE OPENING IN INCHES U,S, STANDARD SIEVE NUMBERS HYDROMETER

o6 3 2 1-112 1 3/4 1/2 3/8 4 to 20 30 40 60 100 140 200

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oSOURCEB-1196

SAMPLE # DEPTH/ELEV, DATE SAMPLEDSS-7 13.5/207.61 1115/07

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Particle Size Distribution ReportU,S. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER

6 3 2 1-1/2 1 3/4 1/2 ~/8 4 10 20 30 40 60 100 140 200

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Particle Size Distribution Report

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HYDROMETERU.S, SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS6 3 2 1-1/2 1 3/4 1/2 3/8 • 1n 20 30 40 60 100 140 200

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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM % LL PL0<OJ B--ll97 SS--2 1.5/219.10 1/15/07 SP--SM SAND, with silt (SP-SM) 5.6 NV NP

7047I FiqureProiect No. 6141--06--0286

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12.3CLAY

oSOURCEB-1197

SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-4 6/214.60 1/15/07

USCS MATERIAL DESCRIPTIONSAND silty (SM)

NM % LL PL14.2


II.....C::..:.li=en:...:..ot_G=P-'=C'--=c=/o....:::S=..:.N..:::..OC-"'--- ---i MACTEC ENGINEERING" Tested by: RW Reviewed by: HJProject Volrtle Units 3 & 4 COL Project AND



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COARSE FINE COARSE MEDIUM FINE SILT CLAY0 0.0 0.0 0.0 0.1 31.6 54.5 13.8

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL,---. B-ll97 SS-6 11/209.60 1/15/07 SM SAND, silty (SM) 11.9 NV NPv

Client GPC cia SNOC MACTEC ENGINEERING o Tested by: S.P./R.W. Reviewed by: HJ

Proiect Vogt1e Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7049 CONSULTING, INC.

168 of 1625


o6 3 2 1-112 1 3/4 1/2 3/8 4 1.0 20 30 40 60 100 140 200

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44.5FINE47.1

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8.4CLAY

oSOURCEB-ll97

SAMPLE # DEPTHfELEV. DATE SAMPLEDSS-8 18.5/202.10 1/15/07

USCSSP-SM

MATERIAL DESCRIPTIONSAND, with silt (SP-SM)

NM% LL13,5

PL

7050I FiQureProject No. 6141-06-0286

II-'C=I=ie=nt'---G=p'-"C::.....,:C::.:....::/o'-"S::..:...N=Oc.::::C -l MACTEC ENGINEERING = Tested by: RW Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AN0



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COARSE FINE COARSE MEDIUM FINE SILT CLAY0 0.0 0.0 0.0 0.3 16.1 73.1 10.5

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-1197 SS-lO 28.5/192.10 1/15/07 SAND with silt (SP-SM) 17.\

Client GPC c/o SNOC MAClEC ENGINEERING "' Tested by: RW Reviewed by: HJ

Proiect Vo!rt1e Units 3 & 4 COL Proiect ANDProject No. 6141-06-0286 I Fiqure 7051 CONSULliNG, INC.

170 of 1625


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-1197 SS-12 38.5/182.10 1/15/07 SAND, with silt (SP-SM) 5.9

Client GPC clo SNOC - MACTEC ENGINEERING '""' Tested by: RW Reviewed by: HI

Proiect Vo!rt1e Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7052 CONSULTING, INC.

171 of 1625

Particle Size Distribution ReportU.S_ SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER

o6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

100I 1 I r 111

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% COBBLES

o 0.0

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0.0 0.0COARSE I

0.0 I

% SANDMEDIUM I

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SILT% FINES

43.3CLAY

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM % LL PLo B-1197 SS-14 48.5/172.10 1/15/07 SAND silty (SM) 48.5

Reviewed by: HJo Tested by: RW


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Particle Size Distribution Report

o

HYDROMETERU,S. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

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oSOURCEB-3001

SAMPLE # DEPTHfELEV. DATE SAMPLEDSS-2 1.5/216.90 Ft. 11/29/2006


NM% LL PL

Client GPC c/o SNOCProject Vogtle Units 3 & 4 COL Project

Proiect No. 6141-06-0286 I Fiqure 7278

MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HI

ANDCONSULTING, INC.

173 of 1625


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL" B-3001 SS-4 6.0/212.40 Ft. 11/29/2006 SAND with silt (SP-SM)v

Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: RW Reviewed by: HI

Project Volrtle Units 3 & 4 COL Project ANDProject No. 6141-06-0286 I Fiaure 7279 CONSULTING, INC.

174 of 1625


o6 3 2 1-112 1 3/4 112 3/8 4 10 20 30 40 60 100 140 200

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CONSULTING, INC.


6 3 2 1-112 1 3/4 1/2 3/8 4 1D 20 30 40 60 100 140 200

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COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 0.0 0.0 0.0 0.0 17.1 I 78.1 4.8

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3001 SS-15 53.5/164.90 11/29/2006 SAND (SP)

Ft.


Project Vogtle Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7287 CONSULTING, INC.

182 of 1625


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ft.


NM % LL PL

Reviewed by: HI

7288I FiaureProiect No. 6141-06-0286

If-C""-,,li...=.cen-,-,-t---=G=..P..::;..C-=.cI.::..-oS=N---=O-=.C --l MACTEC ENGINEERING :' Tested by: RWProject Vo!rtle Units 3 & 4 COL Project AND

CONSULTING, INC.

183 of 1625

Particle Size Distribution ReportU,S, SIEVE OPENING IN INCHES U,S. STANDARD SIEVE NUMBERS HYDROMETER

6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

57,8

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SAMPLE # IDEPTH/ELEV, I DATE SAMPLEDUD-4 1113,5/104.90! 1/23/07

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USCS MATERIAL DESCRIPTIONSILT, sandy (MH)

NM % I LL63

PL"".:u

7495I Lab no,Project No, 6141-06-0286

I Client GPC c/o SNOC MACTEC ENGINEERING 1° Tested by: EI-I Reviewed by: HI


CONSULTING, INC.

184 of 1625


6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

o% COBBLES

% GRAVELCOARSE I FINE COARSE

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% FINES

67.5CLAY

oSOURCEB-3001

SAMPLE # IDEPTH/ELEV. I DATE SAMPLEDUD-5 I 133.5/84.90 I 1/23/07

USCS MATERIAL DESCRIPTIONSHELL HASH. silty with sand (GM)

NM % I LL I PL47 I 23

7496I Lab no.Proiect No. 6141-06-0286

I Client GPC c/o SNOC MACTEC ENGINEERING 10 Tested by: EH Reviewed by: HJProject Vogtle Units 3 & 4 CO~,Proiect .. -- -- AN D



6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

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oSOURCEB-3002



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Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: EH Reviewed by: HI

Project Volrtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7659 CONSULliNG, INC.

188 of 1625


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3002 88-12 38.5/180.39 11/30/06 8AND with silty clay (SP-SC)

Client GPC c/o SNOC MACTEC ENGINEERING C Tested by: EH Reviewed by: HI

Project Volrtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiaure 7660 CONSULTING, INC.

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SOURCEB-3003

SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-22 88,5/129.79 11/28/06

USCSMH

MATERIAL DESCRIPTIONSILT (MH)

NM % LL42.3 98

PL45

Client GPC c/o SNOCProject Vogtle Units 3 & 4 COL Proiect

Proiect No. 6141-06-0286 I Fiaure 7671

MACTEC ENGINEERING 0 Tested by: EH Reviewed by: HJ

ANDCONSULTING, INC.

202 of 1625


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3003 8S-23 93.5/124.79 11/28/06 MH 8ILT(MH) 48.8 95 43

Client GPC clo SNOC MACTEC ENGINEERING ') Tested by: EH Reviewed by: HI

Project Vogtle Units 3 & 4 COL Project ANDProject No. 6141-06-0286 I FiQure 7672 CONSULTING, INC.

203 of 1625

Particle Size Distribution Reportus. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER

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o 0.0 0.0 37.0 6.1 4.0 I 12.1 40.8

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM % LL PLo B-3003 SS-24 113.51104.79 1/30107 GM SHELL HASH silty with sand (GM) 22.0 60 32

ft.

Client GPC clo SNOC MACTEC ENGINEERING C Tested by: EH Reviewed by: HIProject Vogt1e Units 3 & 4 COL Project AND

Proiect No. 6141-06-0286 I Lab no. 7673 CONSULTING, INC.204 of 1625


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C Tested by: EH Reviewed by: H.TTest Date: 6/5/07 Review Date: 6/19/07


If-'C::...:..:.lie=.n=-=-t-=GP=-.:C::.....::c:...:.../o..::::.;SN:...;...:O::....=;C'--- -----l MACTEC ENGINEERINGProject Vogtle Units 3 & 4 COL Project AND


Particle Size Distribution ReportU.S, SIEVE OPENING IN INCHES U,S, STANDARD SIEVE NUMBERS

6 3 2 1 1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

HYDROMETER

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oSOURCEB-3003

SAMPLE # DEPTH/ELEV, DATE SAMPLEDUD-5 148.0170.29 1131/07

USCS MATERIAL DESCRIPTIONCLAY (CH

NM % LL55

PL21



MACTEC ENGINEERING '. Tested by: EH

ANDCONSULTING, INC.

Reviewed by: HI

206 of 1625


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PLr> B-3003 UD-6 163.0/55.29 1/31/07 SAND clayey (SC)v


Project Vo~le Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7506 CONSULTING, INC.

207 of 1625


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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3004 SS-3 3.5/215.01 3/1/07 SAND Clayey (SC)


Project Vo!!tle Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7675 CONSULTING, INC.

208 of 1625

Particle Size Distribution ReportU.S, SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER

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~ II I I II III I \ 1111 I 1I1I ~~ 50 I II -- I I I II - II II' \ II II -H- -'H!!I-+I~-+--+--+--+-I ---150 ~1- 1I II, II I I I ' , , jlI I iii iii! OJ~ 40 4-+--------H-+-+-t-+-+--+--t----++-+-+-+-+i-I--- ---+-1I-+!I-+-I-+II-+-11-+-+\---+++++-+-+'1- - 60 -<() !! I I !ill I""i' II' I i,! I \ I1III I Iii I II <ffi III II I" ,I II II illl!I'! n:1a.. 30 I, I I 1 I I ! !! " 70 G5

II I III !I III 11'1' ~I II 11111 ~20 1---+----'1---+----++-1-+-I-+-+--+--+---+++++-+-+-+---t---++++-+-I-H----i--+---++-i-+-I-+-+---+-+----++-+-+-+-+-+--+--+----l80I II I I I II I II I II II i I II I

101-11-11---+----+-H-+-1-+1-+-1-+1-+---+++++-+-+1-+1_+--_---+-+,+1++-+-1-+--+-----'1--__+-,''H'-+-1-+-+--+1 -+----+1+-+-1+-1+-+-+-+-+---\ 90o~I,..-!-I_J.-.-_-:-:!:I+-,-,--,-1-'----'"1----!.1_~_~...J......l...I-'---'-I-'-!1 -'I'----'--_---+-'II-'-I-'-I-'-I......I--'-!---'------"_----::"-:Il.-..JII-"--!.--!--..L.I--l-I----J'-------=-'=I-o-II'--'--lI--'--'-1---C-1-i..-..-.::-::-=-:-' 100500 100 10 1 0.1 0.01 0,001


% COBBLES

o 0.0

% GRAVELCOARSE FINE

0.0 0.0COARSE

0.0

% SANDMEDIUM I

15.0 IFINE61.5

SILT% FINES

23.5CLAY

oSOURCEB-3005

SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-3 3.5/215.7 2/9107

USCSSC

MATERIAL DESCRIPTIONSAND clavev (SC)

NM % LL PL14.1 34 18

Reviewed by: HJ


II-'C=li=en.::,.t--=::G=P=C=c/.:::,..oS=N.:.:::O=C'---- ---l MACTEC ENGINEERING 0 Tested by: EHProject Vogtle Units 3 & 4 COL Project AND



o6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

100I' III' Ill' I' II I 1

1

11111' I I !l~~I'1 I "1111

1111 III II I I:: ::~:~~:I:~~~~:I:11:::il:~:~:~~:I~-~~::II:1:1:1:1~:~:~~:,~~~~:I:::I:I::N:I:~:~~:~~~~:1 :II~~::I~:!I ~:~~:~~~~:I :::1::I~:~:~~:I ~~~=::r- I I I II I I II III ! II II 1\ I III, I i I I: I i -a

fO i I III i'lll I 11,11 I~I III I I 1II I 30~>- 601-+--+---+

1

----+1

+++1

-+--1--+-+--+---+1

+++-1+-I--+I--+--+--+-!I---+lit-'I H-+-+-+----+-'\r-t----t-1!!I--+I--+,--+I-+-I-+--+---+----+I++I+i+:-+-+--+--+----140 ~

~ I i I I I I I 1----+++-+-+-+-+--+--\-+--+1-+-+-+-11+-+1-+--+--,+---- I I I I I ~~ 50 T------~+!-t--t-t-I +-+-+---+--+----+!+I++i-+I-f--+!--+--1II' I \ I! --+-ii"~HIH!I-!If-+--t--+--+----l 50 ~

u::: Ii [I 'II i I I II I I, I I ~r- tilI I I I 1 I I! I I I I i I! IffiO

40 ---f-- ! ! I .r--r--I

II!I II!I I -+H+H1

' I II' I 60 ~

~ 30 I I I I i I I I II I I 1\ III 111" I 70 ~II II i I I' II I1I I1 \ II III1

II 'II III I ~I 1 I I I I i II i I I ,i i I I, II I I20 1-f---ir---+---+-t-cI-t-+-+-+---+--+----+++++-+-+--+---+---++--+--+-+-+---+-t---+-....,y-+-t-I-t-+-+-+--+--+----+++++-+-+-+---+----l80! I!I i I I!! II ,1!"lil,', I '-llll!' I II Iii III II 1,1' II1I i I 1I1I1 I10 1-t---ir---t---++-cr+-+-+-+--+--+---+++++-+-+--+---+---++--+--+-+-+---+-t---+---+t-!-+-+-+-+--+--+---+++++-+-+-+--+----l90

ol...;:-;::l;:;1........!---LI_----:;-~j ...J..i..J...1.J......l..--JI----:.I_.J......-_7;;IJ...J!1-!.1-!.1--!-...J......-!.....-...J..I_~I:-'-I..l....I.l......'--'-11 --'-I---"------'IL.....-...---;:~I !--'-I...l..I...l..I-!..-l...--l_..l-----;::-!::I~II L....L.....!.1.....Jl----L.I--l....----!..I---:::-~ 100500 100 10 1 0.1 0.01 0.001


% COBBLES

o 0.0

% GRAVELCOARSE FINE

0.0 0.0COARSE

0.2

% SANDMEDIUM I

15.4 IFINE70.4

SILT% FINES

14.0CLAY

oSOURCEB-3005


USCSSM

MATERIAL DESCRIPTIONSAND silty (SM)

NM % LL PL5.9 NY NP


If-C::..:'=ie=nt:.-G=p'-'c"--'C:.:..,:/o::..,:S=N.:..:::O:....::C'---- --l MACTEC ENGINEERING C Tested by: EH Reviewed by: HIProject Vo~le Units 3 & 4 COL Project AND



6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200100 I I ,

1'1 I,

I ' I' I 1'111111 II

~I'II'I'II I I 'I! !'I I I

I1 I I I I I I I 0

I I I II I I i I II i Ii II I I I I I 1 II II. II II I I iii I i I .1 Ii! I I I I I90 I 10

I III I III' I I I I I Iill I I 11 11 I! I

I1111 I III i I I II i I II I I i I I I I I I I II I I I80 I I I ! , I, I 20I

1II I I III I II II

! ! I i I I I I! II I III!II 'I

I I I I ,I

I. I Ii I I I I I I i I I I -0I- 70 . I I I I i I I I 30 mI

I !III

I' !I

III II ,I I! II! I ;:0(9 I ()

I I III II, I mUJ i I I I II !s I I I ! i I z60 40 -l

I I I!

I! II

III

1\ ! I I II1II>- I ()co II I ' 0I I ! I0:: i I i i -#+-1 i »i I 'I --l ;:0UJ 50 --+n 50z I I I HI I I

II

I

(f), I

I 11111u:: I IU I I I I i mI !

I

. I .' I ,\ II! I;:0

l- I I I i i I I OJz 40 , - _... 60 -<UJ

I II

I I

1II1 III I \ I I! ! I I! II i ! I

II

I I~() I I II! I !

I0:: I I I I I i I I mIii I I I I !UJ 30 ! i i , I! G5a... I I I'

III

! ! II I III I I \1 I II I I I I 1II1

70II I

I

I II i II -lI II I I I I I I i I I Iii20 I I'i ! i ! 80

I II III I I I I I III! I I II I i I

~ I I II ' II I II I ,

I 1111, I I I II ! I i I 11 I I I I I I II I I I10 I I I I I 90

II I

11111 II

III I II

I II I I I I I I I

I II

I IIIIII

i! II II I II ill I i I I I I I I! I i! ! I I I

0 I I I I I I I Ii I Iii I i I 100500 100 10 1 0.1 0.01 0.001




SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL" B-3005 SS-9 23.5/195.70 2/9/07 SC SAND clavev (SC) 12.2 47 21v

Client GPC c/o SNOC MACTEC ENGINEERING : Tested by: EH Reviewed by: HJ

Project Vo!!tle Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7685 CONSULTING, INC.

218 of 1625


6 3 2 1-112 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200100

I I II

III1I 1! II II

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I ! I I I i! ; I ' Ii J iiii I I ! I ,\{ ! i I I80 ! i 20

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"UI- 70 i i I I! I I , I I I 30 mJ:

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11111 I I I III! I' I

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II II i I I I! I I I II I0 I I I I I I I I I I I I I I Ii I 100




SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3005 SS-14 48.5/170.70 2/9/07 SP-SM SAND with silt (SP-8M) 19.2 NV NP

Client GPC c/o SNOC MACTEC ENGINEERING " Tested by: EH Reviewed by: HI

Project Vogtle Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7686 CONSULTING, INC.

219 of 1625

Particle Size Distribution Report·U.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER

20

6 3 2 1.112 1 3/4 112 3/8 4 20 30 40 60 100 140 200

19000 I-rT+I~:1~~:II ~:I~~:III:II:I:I :1~:::1:1::;11

~::':I:'I::1:II :!I~:~I:~::~~~:I:IT:II:::I:'1~:1:::1:~:~~:':!1:1:'I::~:~:~~:I ~~~:i:::I':::::I~~:I ~~~=010! I I I1I1 I I I II II I II I II III!I I I n II Ii! I I

80 I 1 I I III I i II I i I I i I I I I I ! I I i I I I I

I II I11II1 !I III ! I I I I II I i II I I Iii. !,,! III I'!II I I I II I I III I I I 30 ~

~ 70 Iii i III I III! II II II' !Ii I! , I I, 11

111 III! I 1 ~S 60 1--+---+_-+-_---+-+++1-+--1--+--+_+1---++-+-+-+-+-+--+-+---+t-1H!f-t-+--r---t-1 _r---_-+--+i -;.'-;.1--+'-+--+--+----+-----+,+1+1+--+-'-;.,--+-+-+----140 ~~ ! i ! ! I II1I I !I II III II I I! II I I I I' 1

1

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~ i I I I I 11 II i I Iii i III i ~w 50 I ---ir+'-+-1+-1-+--+--+----+--+t-t-+-+--+--+--+--r-----+--+-t-t-+-+--+---1--+-----++++--+--+--+--+---+----j 50 :;u

~ I II I II I III I I II I I II 1II 1 ~~ 40 1--+11---1ljl---+III---1I-+++'-+--I--+--+--+--i----+

I++-1+-+--I-!-+--+-+-1--+1+-1--':1'f-t-

III+--1---+---+---- -i It-l--I--I--II

I-+---+----+- ----m·+i +--+-+--+--+----1 60 ~

~ I I i II: I ! !Ii!11-70 ~~ 301-+--+-+- ---+++++-+-+-+--+---++-+-iH--f--f--t--H-----+-H+-+-+--+--+---+---++-i--+--1-+--+--+----tr.---++++-+--I-+-+--+--- UJ

I I, I II I Iii II I II I II i I ! ~I I Iiiiii I!! 1 I I I I I i I201--1-1

' -+1,1-+---+++!!+-+1-11-+1-+-+-1---++1+1+++-+--1+----+:--+1+-i+-!, H-!+-1--+1--+1-+---+:lrll+-+-+-+-+--+----1++1

+-++!-+--+--+----I80

10 I i III I II i I I II I I I i I II I I. I I 90

o,-=,:::-1--'-I-----'-I_~II...!-I .........II---'-I----'I----'-I----'-I_--;';::-'-I........! I........I...!_I........I_I'---'--!I_~.!.....!.III...!-I.J..-II .!..-I-,--I--'-I-----'-I_---::-'-:-'-II........I.L.....J.I........!.I---l,----'----'-_"""""I,+-I........!I ........1...!_1........1----'1-----"--::-:=7 100500 100 10 1 0.1 0.01 0.001


% COBBLES% GRAVEL



CLAYo 0.0 0.0 0.0 0.0 0.3 I 10.1 89.6

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM % LL PL"v B-3005 SS-23 103.5/115.70 2/12/07 MH SILT (MH) 38.5 109 47


If-C::::.:1=ie.:..:.:nt:.....G=P::.....;C"-C:::...;/o::....;S=N.:...;:O:...::C'-- --1 MACTEC ENGINEERING -:. Tested by: EH Reviewed by: HI

Project Vogtle Units 3 & 4 COL Pro;ect AN0



6 3 2 1-1/2 1 3/4 1/2 31B 4 10 20 30 40 60 100 140 200

100nii'-lji'-TlnI' Itrl'11~-Yi'lij,r--4"lI111'ii1:~1 =r=t==I~II~1 ~IUI~'i=rI~'~I""""r-'~'ITI r'fTlnli-r-i1nIi ITITfT-l'-ioI I 1 I i I I 1 III i r-:>-i'-. II iii

90 rl-+-1"'1'--+I+-I+-!, +--+-+1-+----+--+------+-1-+--I-J-+-i11-t-----+----++-1+-+-1-+-+-+-'1---+-1-+----"--\-+-IIH'II----I-f-+-T1

! -+11-+-..- ----+I+il+-II +-+--+-+--+--+-I!---110

80 I 1 I I I I I I II Iiiii' ! 20

I i I III I I I !II 1 I ~.~ I I III I ~j: 70 i i II I I i II I,i I i II 11 I i I 30 ~~ 60 I I II I I ! I I' I I II i I I 40 ~in I II ! ! Ii I' I I !Ii ! I Ii 'I III .1 Ii I! I I 0~ I III I I I I I ~! 501---+

1

--+---+--'---11-++-+--+--+-1--+--It---+-!I--+-I-+--II-+-+I--+----+--+----+i+1+-+-+-+I-+!--+!--+-----+r-++I+-+--+---+--+---t---.._..-H;i-+1-+-----J--+--11

-+-1

-+-1----j 50 ~

~ 40 +--t--t-

I

--+----+-1HI----1-1-+--+---+-11

, -Ir----Hi

, -+-+-+-+--11

-+1---+1--+-----+IHll11

----I-1-+--11,r--+--i

-----cr----H!II,,-+il-+-+--+-·-+---+,I--+--- I I Ii, 60 ~

~ 301-+--ii---j----Hi H-l-+-+-----t--+--+--++-+-+-+-+I--+I --+--tl---++++-+-i-+---l--+---H-t-+-H--+--+-+---+i +-+-1-+-+-+--+--+--170 G5

20 1-+-'-1I

,.----+------_1-+!I -+-1HI-1I'----i-1-+--+-1--11+!+-11--+1--+1-+-1 -+--1I---+!-+--1HI,-+-+1-+-----+--+-_-+1-H11-+1+-+1--+1--+-1--+---+-1H-+-!-+--+--+I-+----+--!---180 ~'I II I II I !1 II I II I i Ii II'.ii I, II

I II iii iii iii I i I10 1-+-1 -+II-+~-++!II i

l+-1f-I-+II---+II-+---+-I~---+I-+-I t--+--t--+-

I~t----t-----+II+-++-+-+-+-+-+~---+-+!I+-1+---+1

1-+1--1

1--+-1--+-~---+I+-Il11r+1~1-+--t!II-------i~---j 90

o'-::-:::-:I:::----''---'-_--:;-~--'-'---'---'----'---'-i__:;-I;:I:,,-1.........-'--'I---'----l._~_~...i..I ........-'--'-1--'----'----'__~I....11--,-,---,-1........1 --,-I_-,--_~i ;-,-,-1"'--'----'---'-_-'--~;;_;_'100500 100 10 1 0.1 0.01 0.001


% COBBLES

o 0.0

% GRAVELCOARSE FINE

0.0 1.4COARSE

0.9

% SANDMEDIUM I

1.8 IFINE20.8

SILT% FINES

75.1CLAY

oSOURCEB-3005


USCSCH

MATERIAL DESCRIPTIONCLAY with sand (Cm

NM % LL PL29.8 50 24


IrC;::..:I=ie=nt:.....G=Po.....;C"-'co.....;/oo.....;S=-=..N.:...;;:O..,::C --1 MACTEC ENGINEERING 0 Tested by: EH Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AND


Particle Size Distribution ReportU,S, SIEVE OPENING IN INCHES U.S, STANDARD SIEVE NUMBERS HYDROMETER

100

o

0001

6 3 2 1-112 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

100 II II I' I I !II ! ~ II !' I' I IIII I I I I' I i I 'I ill i , I II I I I I III ill I I I I I I I' ! 'I !1 1

'I I' lii l ! i I I III!II! I II:'I! I '!'Ill" I IIII,! I

I I I! i ' I I I i I 'I I I I I' I I I I I I I I I ! Ie' I I 1 r'I I [' II I90 ill +H~ I I i I I 1 ' f LL-L-+---

', I I ' I I I i ll++-L 1-+- ---- , i ' t-'----t----I10

! I I i I I I I I I I ,--r--r-I I I I r- I I I I I I I i I I I I 'I 'I I , 'I ! I ' I

! i I I I 111 1 i I I I I I i I I I I I i I " I U+', I I I I I I ,I! I II ! I I I1 i II, II , I, 1 I I 1 I I I ,I 11

'1' I I I I !I ItI I I I,ll I I

80 +-:--'-i- I : I I I +-+ I: i ! i : I ! I I i I : : : I , I -L---+tf-Tt -1---7--: : I : I I -j-+-- -1-----120I I I 1IIIilii I i IWllil1 ~I I !il'lll I I 1 I III I I I II'I!I II !I I I !' I I I I I I I 1'1 I I I I -----UtI I i I I I I! I I :++-+-+1 ! I I I il -0

I- I I I , I I I ' I I 1-+ tt~ I I I.l.-.L~_~! ! iLl j I I iii 30 mI 70 -I,-'-!-'T I I ' Iii I I - I I 1-, I' -I I I, I II I I iTTTT I - I!!" I I ;;052 I I 11

I

I I i I I I" II! ! I i I I 'I i ! I ' ! II ! I II I I I I I I i '! ! I I I I I I ~w i I I I I I I, I '1'1 I I I! I! I Ii' II II' , , II I I 11" I '~ I I ZS 60 I I it I I I I, iii I I Ii, I I ": ' 'ttLLL..l I 'I l-..L..L I' 40 --l>- i I "-I-I!i I I I! III ill I I! 'I I I ' I I I 'I 'I'! I I I I I i I I I I I ()CO I I , I! I ! I , I I II I I I I I !! I I I I : I II I I I I! I, I I ' ,I 0c::: I I iii I , I I ! til I I ! I I ! I ' Iii I I I I ! I ! 1 I I I ! I I, »~ 50-:.+- , i::!1 i I, f--L1' - ---+tti-H-t-t--:--+11 ~r+,I--+- I : ~I' : : I i I I: 'I:! : : II' I !: 50 ~i:L I II I ! I 1 I I , , III I I , I i I II I I I I I! I I I i I I : I I I I m~ 40 i ~,---U-,HI,i !U,-t-.! I I I' I I I I I II ! 1 I W-L.j~---D·LLtlLI.---J-,-J I ! I L-t--- 60 ~w I I ' I I I j ! I I ' I I ! I ! I I I I , I 'I I I I! I! I ' I I I i I II II i '! -<o I I i, i,I'! 'I !, I I I 'III, I, i I ! !! I,I! I, ' ! ! ! I II i II ! I i II ',', I !i II I, ~ffi ! I -+-W-4 I l-.-l~-.lmlI I I I I I! II ! ! , i I I II I I I ! ! I I i i: I 'I I I i.L 70 ffi(L 30 i I II II i I 1,1 -1,,-1,' I I, II 11 I-l,' I I i i I1II i,l I I I ii' I! II I I I 1

1

1-' II i i 'I I I, i,', --. ~! I II II! I i I I 11,11 i ! 'i I! I! iii i, I! IH-H'I' I ,I 'I! II I I I

20 -'__I,~-l.- I I, : : I ',I " I' I I, I I .1 I "-mlI I -H--+-+~, I !!, I, I ' : I, I li-+---I,-._~--- 80I I I II!! I I I ! I II,! Ii l, ,! I I! I I! Ii! I I i I II I I I I !

I ! ! I I j I i, ! iii I I, I Iii I!, II ,I !! ! I ! I ! I i 'I i !, ! I, ,I ' iiii!, IIIII-H' i,l 1,1,1,,11,11,1 i, l!ii.1 11

I I 1,'1111,1 I! I,I!,I,! 'i10 I , ' ---LU-l-!-. i --.1.. 1~i I _'_~_l__-i --L.u....i , i j I I I, I i I I I 'I i I I-H I I .4----·90i ! ! Ii! ! ! , i I ! til IT i I I ill, ! ! i I' 'I I I,' I! ! I I Iiiii, I , II ,i

i I' i I, I, i I I ! I I I Iii Iii t! I I i, i I ii' I~' II I" I I I '! I I ! i 'I I i I 'I

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o% COBBLES


I

% SANDMEDIUM I

IFINE SILT

% FINES

92.7CLAY

oSOURCEB-3005

SAMPLE # DEPTH/ELEV, DATE SAMPLEDUD-l 93.0/126.20 2/12/07

USCS MATERIAL DESCRIPTIONCLAY silty (CL-ML)

NM% LL PL

Reviewed by: HJ

7509I FiqureProiect No, 6141-06-0286

I\--'C::..:..:li=en.=.t...;:G=-P=.C=c/o.:::...;S=N.:....:::O'-""C --i MACTEC ENGINEERING '~Tested by: EHProiect Vogtle Units 3 & 4 COL Proiect AN0


Particle Size Distribution ReportU,S, SIEVE OPENING IN INCHES US, STANDARD SIEVE NUMBERS HYDROMETER

6 3 2 1-1/2 1 3/4 1/2 3/B 4 10......_ 20 30 40 60 100 140 200100 I [I !1 11I'1 11-['I'-I' I !II,II I I: I 1 TI']! rr':l I I I IIIII1 1 I i I 11-1-1'-!~I~l I 10

,I I i I 1-+ II I 1 I ---tit' ' I ' i I : I, I iiiI I' II ' , I : 1 I I I, Ii' 'I I' iii I, I

90 Ll-l_--+---, +,---'-"'.--- --tt---+---I I 1- I 1--+----+ut-LL---r-"---l,'---L-------110I I I I I , I ' I 'I I I 'I ,i I I I ' ' ~I I i I I I ! ! I ' i : I I I !', II ' i,l i I I I I I I ,

80 I I: Ii" --+--t-----",I I I i 1 i t-- -i I 1 II I I, l .1,_ ---120I I I' I 'i i ! I II: i: :! I I I , I' !

I- -+1 l I Ii I". I! iHlt:I I i I!j iii ' i -ttlI I ,'" H-: ~70 - -+ --i-LtT ---+---- '~30 .,.,I 'I'! I I I I I I I I ,.,.C) I I I I I I Ii' " 0w I I I ! ,! ! i: ' ' , : I Ie! I I I I! i ~~ 60; !, i" -t- I !II ; i i [I I' t-i I"" i I [ I I ! I' ; t I ! ! ,-.L

i-- 40 ~

(l) I I "H I" [III!I II ,1 I I' 0a: I Ii' ,i ! I I! r ,I i I I I ~w 50 -- - I' , + - I' - '!' 50 (f)~ T-I I I Ill" i, " II 11111#1'11i. II!' I 1

111, Wi, II., ',I ~+++-' "I , 1 I" ,,, II I ,.,.

~ 40 1 I j I - I I i I ! i T' 'i' "tt'J-" 60 OJW ' I I I I I I ! I ! I I : -<O I I I I I I !' I ' ! ' <

I ' , i,l I I ' I <a: ,I H'' ' I I I, ill 'II! ! 1 m~ 30 '--' , ' ! i I I'-t I I ,~ i --- 70 G)

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! , ! 'I I I "20~---~ -+,---:-- --- I f--+-+---t-" ++j- -rm', I ---l80

I I ! I ' I I I I 1 :! I I' I' ! 1 IIi, !I !, t-f -nirr' III I i I ! i I I I I ! Ii,l I! I :

, ! i I !iii j I ; i !!101-+-·- ---r-----;-,----- ' -- I --1-,_ , - I, -190Ii, 1" I ' \ I ' .!

i : ' I' Ii' I ',i I! I I I ! I ' I I I 101 1I I I I ,n iii i I I I I I 1 , I I I . I iii 11100

500 100 10 1 0,1 0_01 0,001GRAIN SIZE IN MILLIMETERS

o% COBBLES


% SANDMEDIUM I

IFINE SILT

% FINESI

65,0CLAY

oSOURCEB-3005

SAMPLE # IDEPTH/ELEV, 1 DATE SAMPLEDUD-4 1138,0/81.20 I 2/13/07

ft.

USCS MATERIAL DESCRIPTIONCLAY (em

I\lM % I LL 1 PL52 I 24

Reviewed by: HJ

7512I Lab no,Project No, 6141-06-0286

I Client GPC c/o SNOC MACTEC ENGINEERING 1° Tested by: EHProject Vogtle Units 3 & 4 COL Project AN 0

CONSULTING, INC.

223 of 1625


o6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

100 'I 1 " I 1'1 I II I' !I' I I'I, II 'I 'I I' I I 'I I II 'I ! I, 'I I I I I 'II II' I I I' I III' I' II I III I ,I 11I1 I i I II II 1 I I III I I I II II I

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' -+---+--1::I ! I I I II III I ! II I II I Ii: I I -0

j: 70 1-+---+---+------+++++-+-+-+,-+---+,++-+-+-1-+-+---+---+---+Hf-+--t--+-\f--t----t---t-++-+-+-+---+

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a.. 30 I I I III I II I I I I II I I I i I II ! 70 §I Iii I I ' I I ! I I I i I20 1---+---+--+-----+++++-+-+--+---+--++-+-+-+-+-+---+--+------+-f-+-1---+-+-If--f-----,'f----+-+++-+-t-+---+--+-----++++-+-+-+--+----+---i80

I I I 1 I Il

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I I I II I II II Iii II 'II,' I II II I 'I I I 1II I I I II! I III! II Io'-::-:t~--l.I--:-::,:I+I-,-1-,--,--,---,---,-I_-'--_--;';::"-'-"---'--'--"'--"'------'-__.;-,'-'1----'1--'--'---''--'---1'----:::'''71 I--l-J..i-l.i--,-I-'---'------'-_----;:;-;:1:-;-1-,-,--I-'--'----'-----'-_-'---;;-;;-;;-;-' 100


o% COBBLES


% SANDMEDIUM 1

IFINE SILT

% FINES

31.1CLAY

oSOURCEB-3006

SAMPLE # DEPTHfELEV, DATE SAMPLEDSS-4 6/211.59 11/30106

USCS MATERIAL DESCRIPTIONSAND silty, clayey (SC-8M)

NM % LL PL

I FiqureProiect No. 6141-06-0286

If-C:::.:I.:.:::ie.:...:.:nt'--=GP=--.;C=-c=-/o::....:S=N.:..::O:....::C'--- ~ MACTEC ENGINEERING =' Tested by: EH Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AN0



6 3 2 1-112 1 3/4 112 318 4 10 20 30 40 60 100 140 200100 I ,

1

1

1'1

II I' I ill i I II II I I jill , ,

I, '! ! Ii! I I I

I I I I ! I 0I I I1II I II i , II I !III I '! i I I I I • I I

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COARSE FINE COARSE MEDIUM I FINE SILT CLAYr, I 30.5v

SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PLr, B-3006 SS-7 13.5/204.09 12/1/06 SAND, silty, clayey (SC-SM)v

Client GPC c/o SNOC MACTEC ENGINEERING I···· Tested by: EH Reviewed by: HI

Project Vogt1e Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I FiQure 7690 CONSULTING, INC.

225 of 1625


6 3 2 1-112 1 3/4 1/2 3/B 4 10 20 30 40 60 100 140 200100

II I ! ! III I 1 I

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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED uses MATERIAL DESCRIPTION NM% LL PL" B-3006 SS-9 23.5/194.09 12/1/06 SAND silty (SM)'J

Client GPC c/o SNOC MACTEC ENGINEERING - Tested by: EH Reviewed by: HJ

Project VOQ'tle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7691 CONSULTING, INC.

226 of 1625


o6 3 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200

100

d} 40 I ! I! I! II I I! I' I I I ! ! I I I i !I I 1 I I 60 -<~ I i ,i

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ii!i' ,il I, I ! i i .I iii I10I-+---+--T-'---++-+-t-+-+-+---+--+-----++-+-+-+-t---t----+I--+---++-+-+-+-It---t---+--+---+++-+-+-+--+--+---f----++++-H---+-+----+----190

I I I III III I i I' I I I I 110 I!! 1,1

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I',I I : I ' 1'1,' 'I' I' I " I I Ii i I

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1 Ii! I I I ,I iii I I' ii, 1 I i I',' II, I I i '!I I! I I I I I I I II ! Iiii I I Ii! I I I ! I I i "U

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1 I I 'I ' I , , ! I I I I I I I II' , "I' I, I, I, 1 ,,!I I II I I I' ,I I i I I 1 I mLLf- i il!1 illI I Ii illll!1 I "II I I ',I i I ~ill ! 1 I 1 I I i I I ! I I I i VJ

o% COBBLES


% SANDMEDIUM I

IFINE SILT

% FINES

7.1CLAY

oSOURCEB-3006

SAMPLE # DEPTHfELEV. DATE SAMPLEDSS-15 53.5/164.09 12/5/06

USCS MATERIAL DESCRIPTIONSAND with silty clav (SP-SC)

NM % LL PL



MACTEC ENGINEERING C Tested by: EH Reviewed by: HJ

ANDCONSULTING, INC.

227 of 1625


6 3 2 1-1/2 1 3/4 1/2 3/8 10 20 30 40 60 100 140 200

100 I!I---r-~t-I--nll---nl.'filii1:14f1.'~ITI---rrI,----'H'IIT'ITII

1IT[lll'TI-Irl

--"1

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% COBBLES

o 0.0


% SANDMEDIUM I

3.5 IFINE25.7

SILT% FINES

70.7CLAY

oSOURCEB-3006


USCSMH

MATERIAL DESCRIPTIONSILT with sand (MH)

NM % LL PL31.9 67 39


I!-'C=...:.'=ien:...:..:t_G=P'-"c'-"c::...::/o--=:S:.:...;N..::::.O..::::.C ---; MACTEC ENGINEERING ':: Tested by: EH Reviewed by: HIProject Vogt1e Units 3 & 4 COL Project AND



1T~--,-i6'--lT-n3TI-l2n1-1rl2-n1H3/r-4----l1I2H3I8iTTTTI4h-r_?1o==~20A=30~~40FQ60~.....;1Too~140rr_r2frOOn_r_r_r___r--iTTTI__r_r_r___r-___,

100 ill III I 11

1

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1I I II If I I I II

1 1 I ~ III' I I1II II I 0

90 1---+-'~--+-------1---H-+-+-+--+i --+1-+__---+-+1I-+I-+-+-+--ti----il_-l-_----il_+_, -+--1r--+--l--11--1 _Ii--'__-++IN--r)\::l++-+-+---__+I_+-_-+-+_Ij-j-il 1-+--+--+--[------110

80 ~L+!_+-_--+I+-II--II--+-+-+--I_+-I!_+-__+-IIIHI

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I I i I! I, i III II I I II i I ~

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~ 40 I-+I---+-\!--+--+--+11

!+\+++,-II--+-+---+I+-ii-+\-+,-+-+-'1----+---+\-----:1+1+\+--+--+---+1-+-1------.-+1

HI1+11+--+-+-11

- -+-----+-----I--tl

;-+1

1

, -+-+- +-+---1---'1

1--+1

11

---46

0 ~ll.. 30 70 G5

I I II I 11111 IIIII I III IIII 1 ~

201---+1

---+,1,:-+---+I+-II Hi1-+-

1

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l-+--1--++1,+1++--+-+i

l-+-+I--+-I! IH

I-+II-+--!----+-+-+I--+!I+--I! II

H1,-+-+-I-+---+I---+\--I8010 1---+1-+_--1-_-+I+I+I++-+I-+!---+-+--_+'+1++1+-+-+-+1_+1__++-1+-+1+--+-+--+_+-11 --+-1Hi--I-1-+-j1f--i__-+---H1+1++-+-+_-+1-+1-_190

I i[, I, ! II ! I i I III I I ! !I I I III 1 I I 1'1 I I II I,i'l II

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% COBBLES

o 0.0

% GRAVELCOARSE FINE

0.0 0.0COARSE

0.5

% SANDMEDIUM I

0.5 IFINE7.8

SILT% FINES

91.2CLAY

oSOURCEB-3006


USCSMH

MATERIAL DESCRIPTIONSILT (MH)

NM % LL PL42.2 80 42

7694I FiaureProject No. 6141-06-0286

Ir-C.=:..:I.:..=:ie.:..;,,;nt=----G=p::.....;C::....c:::...:/o=....;S=N..:....:O:....::C=------ --I MACTEC ENGINEERING '~Tested by: EH Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AND



6 3 2 1-112 1 3/4 112 3/8 4 10 20 30 40 60 100 140 200

100ITi-r-l--Irl'-T!niIh'l-n-lfI'~IH'r-'4"'----fTII"ITTIiI'h-I'I--~l--,rl! IT~ITI'f=;=1~1::::::::l:':j-O""""'~I~-'r--I'TI1 TIITI'T-IrT"""!"-r----rI-~nll'ITl""lI---r--rI-__,O

90 I--~TTi.! Ii 1-+--l-------1-+---+---+-' rlH-+---+--+-I1

'-+---1-+1'1__+11,++-1

1, +-t-T' '\ 'I...r-+-+-+-+-..-+----+----++I+I+!-+--1---+---+--+----110

i I Ii! I I I i II II I~W I I . Ilil, I i I 1-~-~I+I+i~~~+I-~-~~~b~~+I~I-+I--~I+I~~~-+'-~w~

fa II I illill IIII11 ill I 11,1111 I ,II II ::~fu60 II 1111'1111 1

1

'11

'II II 1I I! II III,' II III !III I I,ll i,1 ~ffi 50-~ I ! I -r---t-.---+-+-++-+--+-+--+- f----+-I HI'-+-1-1 +-+--1_+-1'-+---+'+-t-'+--+--+-+--+--+---; 50 ;:0

~ 'I II I II I II I I I I I III iii 'il I I I' I, I I ~f- i i II I i I i I tI Ii I I I I, i

~:: 1 I i I I I IIIII I I I ··----+-+\-++-+--+-+I--+I---+----+I+'+--jl+--+--+--+1-+1--+1---11+1+1+1~-+-+I--+!---1:: ;

a. 20 1--tI--+I-~---+--,!-+I~~I--+--+I-t-I----+I++!I+_Ii +-+1_1

1--1 -If---+--~+_IIf---+-,f--+--+I--+I-+----+-il'-+1-+1

---+--il-+-+-I-t-'i_---+'+\+'I+_II +-+--i1f-----1--+----180 ~Iii !II :.•,,'.1

1

I I' iii i I II I I ! II' I , IIII I I I I I IIII I10 1--+-f---+---++-1'-+-t-+-+--+--+----++-+--+-+-+-+--+--+---++++-+-t--+---ii----+---+--H--+--H---+--+--+----++-+--+--+--+-+--+--+---;90

ol..:-.::'1~1~-.L.----:-~I'--"-.!......i..I-.l...11--!-!-.J....------:f:1:.l....l-.l...1...!......J.1----!..1--'-1_.....l.I__-+"I...L.!.-l.-.l...I....l.I----'I'--_.L._----;::-'"7!w!....!..-L.-1..!..I---,-I--i-_.J...I_----;::-;;.I.;.-ilL.-IlL.-!I .l...1...L.--.l...I--'-_..!..I----;:::"~ 100500 100 10 1 0.1 0,01 0,001


o% COBBLES

0.0

% GRAVELCOARSE FINE

0.0 0,0COARSE

0.2

% SANDMEDIUM I

0.7 IFINE21.2

SILT% FINES

77.9CLAY

oSOURCEB-3006


USCSCL

MATERIAL DESCRIPTIONCLAY (CL)

NM % LL PL27.9 43 26


II-C=I=ie:..:.:nt_G=P'--=C'--=c.:....::/o-'=S-=-cN=O=C ---I MACTEC ENGINEERING' Tested by: EH Reviewed by: HJ

Proiect Vogtle Units 3 & 4 COL Project AND


particle size distribution reportparticle size distribution report u.s. sieve opening in inches u.s....

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