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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 20 30 40 60 100 140 200100
II II!' I II 'II Ii I I' II ----11'1 ill' I' I 11111'111 II I 1III1 i I
II I I I I I if" I i I I I I III I! I90 H'-f----+---+-H-+-+-+-+--+--i----+++++-+--i--+--+--+t+\!--+-H---\--+---m-H-+-+--t--t---+t+-lr--+-+-+-t-I -+--------t 10
III !I 'I' II I I I I II: I II!\ I II I I II I.ii" 'I III! I! ! i I I I I , I i I I I i I .80 1-+------1--+---++-+-+---'!--+-+--+--.j----+++-+-+--+-+--+---+,---t+++-t-\-i-+---+--+-----!f+t-+-+-+--+--+--t----+-H-1-+-+-t--t--+----120
tI II I II I 'Ii I' II} I I I I I I II -u
!iii1\ I i I I IT' m~ 701-+--+--1---" I' t.'-+-II;+1:'--+,------1!,---+-----!I-+-++·j-II
-T-II-'-tt-\--+-I!-t-----+-+I-t--f-t-+!I-+--+-j-t---- .. + 30 ;:0
~ I I I ,I I I II I I ! 1 I I! I II, I ~~ 60 I II II' Ii I' II" I, I III!I I I \ I II I I i II I ! I !i',1 I II 40 8»0::: I I i I! 1\ i II i Iw 50 !--+'-t---+---++-!-+-t--+-+---+---!---+++-+-+--+--+-+----I----+++-+-+-f--t-f-+---I---t-++--+--J-f--+--+--t-----+-t-H-+--t-t--+----+----150 ~
~ II I I" II, II II' III 1\1 iill I II II II I I ~I- i ! I I I I I 1 OJz 40 ' .. t--+-+--+--f-----++-+-+-_+_ 60 -<Lo 11'11 I I III I I III I I II II I II ' I! ,J
I II I 1I1I I 1 I 1111 i 1\ II II I I II 11 ~20 1-t--+--t---t+t-+-I-+-+--+--t---++-+-+-+-+-+-+---+---t+-H--+--ir--+--t--t--\---+f+t-+-+-+--+--+--t----+-H-1-+-+-t--+---+----180II I I I! I" Iii II I I III! I 'II \J: II I I I !IIII illI Iil I
! I I I I ! i i ! I I I I i10 f-+----je----f----'--f-H-+-f-t--+---+--+----++-+-+-+--+-+--+---+---t+-t-+-+--!r--+--+--I-----"id-t-t-+-t--+--+--t----f-H-i-+--+-f---t---t------\ 90
o,-=*1~--J.-I_...,..:I-:::-,--,-I-,-'-,-I---l.I---'---<-1_~-,--,-l ......1......1 -,-I......1_"-------:1-'-1.!.....L1.......1.......1......1----'-1--<-1_---:::-'-:'11-'-1Y-'-.l.-II.l.-II ..!-I......I'--.l.-II_-=-=-:-1,"-,I-:..1-:..1---l.1---'------'----::-::~ 100500 100 10 1 0.1 0.01 0.001
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
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
o6 3 2 1-1/2 1 314 112 318 4 10 20 30 40 60 100 140 200
100I I I I Ii 1 II i I II I II I I i I III 11
1
1 I I I III I
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II i Ii II III . I I I I I I i I ! I, II' I I II III II
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GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.5
% SANDMEDIUM
43.4FINE37.7
SILT% FINES
I CLAY18.4
oSOURCEB-1195
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-6 11/188.35 1/17/07
USCS MATERIAL DESCRIPTIONSAND clayey SC)
NM % LL PL14.5
7035I FiqureProiect No. 6141-06-0286
II-C=...:I.:..:::.ie.:..:.;nt:..-G=P::....cC=--C=--/o::....cS=Nc..::Oc..:=C --1 MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HJProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.154 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.0
% SANDMEDIUM I
40.0 IFINE37.2
SILT% FINES
22.8CLAY
oSOURCEB-1195
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-8 18.5/180.85 1/17/07
USCS MATERIAL DESCRIPTIONSAND clavev eSC)
NM% LL135
PL
7036I FiqureProiect No. 6141-06-0286
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
CONSULTING, INC.155 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 1/2 318 " 10 20 30 40 60 100 140 200
100 I I I III' 111
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GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
2.5
% SANDMEDIUM I
19.6 IFINE58.6
SILT% FINES
19.3CLAY
oSOURCEB-1195
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-lO 28.5/170.85 1/17/07
USCS MATERIAL DESCRIPTIONSAND clavev (SC)
NM % LL PL19.7
7037I FiqureProiect No. 6141-06-0286
If-C=....:I=ie=nt:-G=p=--..:c=--..:c=--..:/o=--..:S:..::..N.:....::O.:....::C ---l MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HJProject Vogt1e Units 3 & 4 COL Project AND
CONSULTING, INC.156 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 W 20 30 40 60 100 140 200100
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GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 0.0 0.0 0.0 0.0 03 I 74.5 25.2
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
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAYro- 0.0 0.0 0.0 0.0 1.7 I 62.7 35.6v
SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-1195 SS-14 48.5/150.85 1/17/07 SAND clayey (SC) 39.8
Client GPC c/o SNOC MACTEC ENGINEERING ~ Tested by: RW Reviewed by: Hj
Project Vogt1e Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7039 CONSULTING, INC.
158 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 1D 20 30 40 60 100 140 200100
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% COBBLES % GRAVEL % SAND % FINESCOARSE FINE COARSE MEDIUM I FINE SILT CLAY
0 0.0 0.0 0.0 0.0 37.6 I 55.4 7.0
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.
159 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 0 20 30 40 60 100 140 200
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80:: I ii, iii i 1\ i ~1::1--+!---1
II----I-\--+-l--I-+-t-+\-I-
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1
+-1+-1i ++[-+1-+1-+--+:-----1I-++i-+-+-+-11
--fl---\,r-\-r-!:--+-1;H11-+-t-+I
-+-,-+1-+-1-- i III I I I :: !I I I! I I! II II! I I i II II I I I I! 1 ~20 I--+--I----I---+-l---I-t-+-+--+--+---+-+-L-+-I-+----i'------+---+---+-t-t-t--t-+-+--+--+--T--++++-+-+-+--+----+---++++-+-l---t--l---+------j80
i Iii II 1111l\ ! I \ I II I1II1110 1-t-1-----+---+-+1-+-i__+_j__-+--+_---+++-+-+__+_+--+----+---++-++__+_+---+-f------+--~;:I_+_1-+-i__+-+--+--+_---++-+-+-+--+--+__+_---+-----f 90
o~!,...--Jo1---'-----,-,:-,f-1,--,-,-I.....'I --J!--,I,---,I__+.I,-'-,.....1.....i .....1i ......1--,---,-1_''-1_--,1-,-1...J....l..1.......1-'-.....I---"-_-'--_--=-"'''''''II......r--'---'-......I----i..I_.......!_----=-"'='"'11:--'--'"1.....1-,-1....;..I----'-I__~:_:_'100500 100 10 1 0.1 0.01 0.001GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.1
% SANDMEDIUM I
35.5 IFINE57.0
SILT% FINES
7.4CLAY
oSOURCEB-1196
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-3 3.5/217.61 1/15/07
uses MATERIAL DESCRIPTIONSAND with silt (SP-SM)
NM % LL PL
7041I FiQureProiect No. 6141-06-0286
IrC=li=en:..:..:t-cG=P'-'=C:....=cc...:::/o'-'=S=N=O=C ---l MACTEC ENGINEERING ) Tested by: RW Reviwed by: HJProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.160 of 1625
Particle Size Distribution Reportu.S. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1·112 1 3/4 112 3/8 4 10 20 30 40 60 100 140 200
100
I I I1
1II II I II I '1IIIIT rT1f', '111"11' I' 'II"I~I-H-'I I 1
1
'1111 I 0
90 i ,I I I ',I, I I!, I I I\ ! I I I I! +-, ! +I---il-++-+-+--+--it-+-+I·--11
0
1 i I I I I. iii II I I i I I I I i I I I80 1--+----+----+i,I---+I++-IIIHII'1"-t-+--I---+---t+G1IHI-t-
j+-1-+-----+I--'\---\--+\+-IHIHI----j!r---+-I-+-----+------tl+-HI'-il-t-i-I---f-II----+\-----+I-r--t-+il--t--il---f--r------r-!I---120 "U
j: 70 II II i! i I II II t-t-+I--ft---tll---+i++-++I-+I-+-+-+-I----\30 gJ(9 I' ! !I I ! ! I ! ! \ I I iii I i 0
~ 601-+--+_-+1__-+++1 +-+I-t-+i --+_+-_--+++_il +-1+1-+-+_1 -+_+:--++t-j--!I--I--+-Ij--I-+--t------+-11
-+-t-tI-t--t!------lr---tI---tI+++1 +-f-+jl -+-+1----\ 40 ~~ I I II I I III I \1
1
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u:::: i . il 1,'" I I I ,I I II I I Ii il I I '[ :!,I il I gJ~~,., 40 I!I I 'tt''-+-+,!.-+--+---+++-t-+--+-+----+---+---+-H-t--I-+-+--+----i---++++-+--f--+-+---+---j 60 ~-30 I II I II I Ilill I I I II IIII 70 8CL I I i II I! I I I I II ~~~ I I 1
1
,1-+--+I--+I_+-__Ii-+/++-+-I-+I_+-1r-+--+--1 ~20I-+j--+--+--------l++++-t-+--+---+---t'-Hi++--ri--, 80
I ! 1'11'1 "il II, I I 11 !I II I"~I Ii II.' !I !I I II I! i I ! Ii I i ~ iii I Ii, I
1: ::I~:~~:I~~~~:I:I:' :,::~:i~:I~~:i~~~~:::i:1:II :~:I~:~~:~~~~:I ::~I::I:I~~:~~!::~~_~:I:I:I~I~::I~:I~~:~~~~~I:I ::1~I:I~:I~~I~~:!_::=~:O500 100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
2.7
% SANDMEDIUM I
74.9 IFINE15.7
SILT% FINES
6.7CLAY
oSOURCEB-1l96
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-5 8.5/212.61 1/15/07
USCS MATERIAL DESCRIPTIONSAND with silt (SP-SM)
NM % LL PL
7042I FiqureProiect No. 6141-06-0286
II--C=I=ie=nt__G=p:...,::c:.....:c::...::/o:....:::S=N..:::.O..:::.C ----l MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.161 of 1625
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
100I II 111'11 II III '11!i
l, !III II 1~~II!IIII' I III I
II11
I IIII! tl!I90 I-----if--+II _+-__+--1't-I11-+-1 +-1-+-+I-----l--+----++++-+-+-+--+----+I----+I++I~+-+Ii -ir----tl-+--I-+---HI-1i-t'-+-!-+l--+I---jl_-t-__+I+1++11-+1_+--,1-+--+--+------j 10
I III II, III ill I II Iii I II III Ii I !" II', III II Iii I!" iii I I II !II 1III I IiiI II! i , I ! I i80 1-+--+
1~+--~-H:Il-t
l+1-+---tl-t-I-t-~t-! ~-f+l++-+-l +!-+--+--fI~~+I+-lit-:11~\\t-1+--t--t-I~-+-~-+-H-+, -+-It-+I-+I~+---~-+I+I+-I+-il +-II +1-+-1-'It---+-~~ 20 "'tJ
~ 70I--f--+!I--+II---+--l
i+--1t-I
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---+!i+-I!+--II +---1\1\-t-1
-+--+--11-+---HII-1I-I-+--+--+---+--I-----+-II+1
1
-+-+1-+--+--11 -11
-+--!I-+-----I30 mZ~
$:60 1!llill 1 II I i Iii ! IIII I i ill 40-1>- I I I ! I ! i 1 II ! III I II I I ill 1\ II II II' I II I i I! 0
~ II! II I I I II iii I III I ~I ! ,i I i I II I I ~~ 50 II ! I I II I I I, I, II II Iii I"
i!II Ii I,. Ii I\~ ! II I I ;,1,1 50 ~
f- II I I I I I I '- I I i I
~ 40 11 I III II II I I \ I Iii II, II Ii! I' Iii !Ii II 60 ~~ 30 I, I' I! \. 70 G5
I I i I I II! Ii I I~III I Ill! II ~20I-----1,--+--+I---+-il-II-+-I+-1+-+I-------l--+-I---++++-+-+-+--+----\---+II +-+-1i +-\+l-Ir----+I-t---+-----'""~I--+"V-t, 1-+--+-+1r----+--il-----+
I
++-!I +i+1-+---+1-+-1-+----18010I-----ic---t----+----+-t--t--t-+--+-+--+--+------+-++---+--l--+-+---+--+---++--+--+-+-----+-+----+----+-t--+-i-+-+-+--+--f-----+++-+-+-+--+--+--+----I 90
I 1'1 II I I !I i i II ,I I' 'I' II" III :"1
II Ii III Ii ii" Iii I, !I I I Io lit I I ! Iii I Iii Iii I! I 100
'-;5~0';;-0---'---'-----:;-:10*"::0:-'-'--'--'---'---'--"------;;':10;;'-'-...J......J---'----'-----'----'---71-'-'-.l.....O..-'---'----'---'---~O,'71--'----'--'---'---'---'---00;::0-=,071-'--'--'--'---'-"------'-~O:-::,0:'::"0~1
GRAIN SIZE IN MILLIMETERS
o% COBBLES
0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.0
% SANDMEDIUM 1
45.7 IFINE36.9
SILT% FINES
17.4CLAY
oSOURCEB-1196
SAMPLE # DEPTH/ELEV, DATE SAMPLEDSS-7 13.5/207.61 1115/07
USCSSM
MATERIAL DESCRIPTIONSAND si1tv (SM)
NM % LL PLNY NP
7043I FiqureProiect No. 6141-06-0286
If-C=I=ie.:.:.;nt'-G=P:;...;C~c~/o:;...;S=N..:..:;O:...;:C'--- ___l MACTEC ENGINEERING .". Tested by: RW Reviewed by: HIProject Volrt1e Units 3 & 4 COL Project AND
CONSULTING, INC.162 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 ~/8 4 10 20 30 40 60 100 140 200
100rTl---rI-TI-T-I~11nlltr'llir'H~I,n'I,H!,r----""',HI'TiIII!or-I' =f:1==!1;::=:1c:---+---.:-i~-'11-TII,ITT-r\.:If,T-1--r,T-,r,r-ll'ITnIITITI'I~"I-T',-r-,-II.'ITT: T!'~~l-r!,----,090 1----i1i----j-I-+I---Hi,I-+I-+I_+_'-+1-+1---+_-+-1__-+1+1+1+1-+-+-I_If--'-+1_-+11 __~---f'-'.\;::-lif--f--+-I-+--+I-----1I_ _+_----+I-++I-+I-+I-+_+_-+I--+I--_+_if--!'f--f--i
-1--+1-+,---+,--II-----J10: I I II! I! I I I IIII I I I 111'H II I I 11 II i III I I I80 1-i---+---+---+-i-+-1i-+--+-+--+--\--___++++-+-+----+------+--+---++-i-'+----f'\.-+'--+-----1~-+-----++-I-+-+-+_\-+'--+---++-i-'<-+-+-+--+--i-----I20
1 I, I11I I i II1I I I I I I III I\. II II 1 illl
I i I I II I III' I I1 1 1111 i I 11
1 11 Iii I I III I~ I I I I I I II I i "U
~ :: I----t:-+-:-+I-----1I-+I--+I--+I-t--:1
+-+-+--I-----+I+++-+I-+I---1I-+-II-+---H,1 -+-I-+-I-+!----:'I\.-----+,--f--![---++,+,+1-+-+-1
1 -11--+Ii -+j---H:1j--!-lI-+-11+-+--+1----1[-----1:: ~
~ I I II I I I iii I I II i I 1\ IIIII I I II1I I I ~~ 50 II' I II ..11 11 I, II I I I"~ I I I I II II I IIIi Iii 11" 1,1, II ,i' II 50 ~I- I ! iii! I I I I I i OJr5 40 !! I 60 -<
~ 30 I I I I I i II II I II 1\ 1III I I i I IIII iii 70 ~20 I--ii---+--+---+-i-H-+--!-+-+--+--i-
II
---++1+1
+I-+-+-i---+_--+I---+--f-+--f--II+-!-+I--+-----1--+---~___+'--i'I-..l-I+I--+I__+_I-+_il _+11
_-+1__-+--1i-li-i-!I+-11 -+-+II---+__It--'-----l80 ~I i I I I II ~II I I ! I I i II ! I I I
1: '=:':;:--"----'-I__:;-;!:-;:ti--'--J._:l-l -,---,-I---'-_-'-__~-'--'--'--l........'-.:....'l--'---~:--'I1--'--'--'-...;.1--'-1---'_-'-_----::-'-1.,'-1-'--'-1...;.1_.:....11
....;I,--.J-.'I_..J..I__~!:-,1....;1--,-II-'-t_··....I-_-'-I__~I__~~~ ~:O500 100 10 1 0,1 0.01 0.001GRAIN SIZE IN MILLIMETERS
o% COBBLES
0.0
% GRAVELCOARSE FINE
0.0 0.6COARSE
2.3
% SANDMEDIUM I
24.0 IFINE54.7
SILT% FINES
18.4CLAY
oSOURCEB-1196
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-9 23.5/197.61 1/16/07
USCSSM
MATERIAL DESCRIPTIONSAND silty (SM)
NM % LL PLNY NP
7044I FiQureProiect No. 6141-06-0286
n...C.;;:",,;I-'-"'ie.:..;:cnt:......G..::..;P"---'c"----c:....../o:....;:S::..:..N....::O....::C --l MACTEC ENGINEERING - Tested by: RW Reviewed by: HJ
Project Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.163 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
100rTj---r1--r11-TI-nj-IT11TITT~,li"iril-t,--ifI,---l;,HI,'hII~I~I'ltT" -rl
l-(l-==::;~'~I' Ci~CIT'iTr"-"f"liT.1-1r'i1'"--4IFtiljii\IITTIII-r-III-TI---rIllnil'!!I!""TII~'I---r~-~o
I II I I Ii I i II I Ii I I I 1\ I I I I90 1-t--!--!-----!++++-+-+--+---+---++++-+-t--+---+--+------+-t-+-1r+-+--t--t--\~--++_t_+__i_+__+___+______t--_+++++_t__+__+-_t_I-----j10
ill II III !.I. Iii II I II! I I \11
I I 'Ii II' I 1!llll, IIlill III '1'1,1 i i. I,80 ~----+-+---++++--+-:-+--+--+-.---.-+-H-+-H---+--+----f---++-H---+-+'-+--+----1----..- +-+-+-+--+-+--+---1-- --+-+-+-+-+-+-+--+--+-- -- 20
! I I II! II I I 'il I1I1
'I II' \ 'I' I II I II I III I! I I I " ,I i I I ~
~:: ! ! I I I I I I I I 1I1I11 I ~\~-+Htm++ II, I 30 ~~ 1-+
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-+1
-+----++-1 +-+-1
+-+I--+----+\-+I--H·I+\++I-+I---l-i-+-1-----t--I - IIIII1 I I \ I II I I I I .-+\H--+\-+I-+-+-\'-t--+I-·- 40 ~
~ 50 I I I ! , I i I ! I I I I I \ I I I I' '! ! I 50 ~u: I I I' " I I I I I I I ! I I I I I ~I- ,I ' I I" I I jl II I I' I I ~
ill I III', \. I I II; 60 =<aJ 40 I I I j i I II I I ' ,
~ Iii I I ! I i I I I I I I'~ I I I I I 70 ffig: 30 I i.i! III! [I II I I I I' I II I I 'IIII II I ~
i I I I i I I I I I I I20 1-t--!--!-----+++++-+-+--+---+---++--++-+--+--+-+-+------+f--+--1-+-+---f--+----+---+++-+--+-+---+--+---+---++1 +++-+-+--+1-+---180
1 I! I I I I11I I III II i ... II I I I I I10 1-+-+-+-----++++---t--1-+-+-+_- --++-+-+--+----i--+---+--·T·-it I I -+H-i--+-+--if-+----+-----ii-++-+-+--+-+--+---+--.- 90
o~I----l.-I~l_~,-'--!....l..!........l..........!---"--",-1---7::1L.,!I.......!......I.......!--I.1--!---l.I__-:-Ii ........1"--1.11 --'--l.1----l.-1........I_'-----:::''-;'-I!........1"---JII~-,-II --'I_-'------:::-~I -,--,-II,--I,,-,-1--,----,-1~'::7" 100500 100 10 1 0,1 0,01 0.001
GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL
COARSE FINE COARSE% SAND
MEDIUM I FINE SILT% FINES
CLAYo 0.0 0.0 0.0 0.0 3.4 I 64.9 31.7
oSOURCEB-1196
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-11 33.5/187.61 1/16/07
USCS MATERIAL DESCRIPTIONSAND clavev (SC)
NM % LL PL
7045I FiqureProiect No. 6141-06-0286
II-C=li=..en:...:..::t_G=P'---=C:.....;:C.;...;:/o'---=S.::....:.N...=...OC=-- --I MACTEC ENGINEERING - Testedby: RW Reviwed by: HJProject Vo!rt1e Units 3 & 4 COL Project AND
CONSULTING, INC.164 of 1625
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 • 1n 20 30 40 60 100 140 200
90
100
I I ' Ifill rI' r ' I ,r~!HIHI141~1~1~1~~~I_-'~"i~!'~I~+-+II~--HI'+I~I+1141~-~I III I I II I I I! I III! \ i II, I I,I, II -- 10
80 ! ! i I I I iii I I I I ; I i j I !
II III II I III I , \ I1I1I III II ! 20"
§ 70 ! i I \' i I! I I '\ i II I II i I \ ii' i ' I i I 30 ~~ 60 i I! I I I I I, I I I I I I! I I ! I I ~~ iii II I I I I III I I+-+-\+-i
l+-1-1-+-+Ii -+-\-\----I-+!+,! ++-iI-+--+I---+I---iIH-f--l-I-+--+-+--I!--lI--'--- 40 ~
~ 50 I 'I I i,' I I, jl ! I ! II I II II \ I I I I II Iii II \1I i 50 ~~ 40 ! ' I I : i. I I I, 'ii 60 ~
i 30 _~i,~~--+I--l-:"!,! II I I j 111111 I 'I I I I; I I' i .-H,I-t-+I-+--+'--+-+I---- 70 ~II I " II I II!III I Ii I mi, i 1
111 I ~20 I--i---!f----+---t+--I-I-+-+-+--+--+---+++-+-+-+--+--+----I----++-+-+-+-+--l-I---+---t+--I-I-+-+-+--+-+---++++-+-+-+-+--+-----j 80
I I [ II! I II i II I I II 1\' I I 1111 Ii II II I II I I ' I I I I I I I I I I Iiiiii I I I10 I--i---+f----+---t+--I-I-+-+-+--+_!-+---+++++-l-+---I---+\---++-+-+-l1-+--+---+--I------++-+--f-H-+-+-+----+---+++-+-+-+---+-+-+----l90
I II I I1 I I II I I' ! II III" il: I I ! I II I II II I1II I 'I II I !IoL;:-;::!:i~L-~i---'7±+-!1L.l-.l...'.,LI---L.'---i....!-.L.---,l:,-1-i-.l-L-l1--..J..1--l._..!.I__....J'e-W..Ll---L.--L--L._l..-.._+i wiiwlL....J.........i.-.L--..L.----!..._--=-!:-.L..w....L....J..---!...---!..._...i.-~~100500 100 10 1 0.1 0.01 0001
GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.0
% SANDMEDIUM I
0.5 IFINE77.9
SILT% FINES
21.6CLAY
oSOURCEB-1196
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-13 43.5/177.61 1/16/07
USCS MATERIAL DESCRIPTIONSAND clavev (SC)
NM% LL PL
7046I FiqureProiect No. 6141-06-0286
II-C=I=ie=nt~G=Pc..::C::..::c::....::/oc..::S:.=...;N=O=C ----j MACTEC ENGINEERING ~ Tested by: RW Reviewed by: HJ
Project Volrtle Units 3 & 4 COL Proiect AN0
CONSULTING, INC.165 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
1l--,--r-T6-lTiT3TTir2_1li-1!£.12Ti1--rr3/4:l---'f1/2,3/8h-rT-Th4T-r---J11--Jl-==::::::===:r:i2nO'""Ti30T4TiO--,....!i6r-0 "T""410:l!-O.....!1Ti4°Ttl20TOT1---r---r-~----rTTl:l'·T1-r-""T---'
100 I I I I I II III' I' I I I' II!I I ' 1',~ I II II I I II II II I I I III I I I 0
90I-+--i-I-+----+I-HI-lI-~11-l---+\---+-----++-H-+-+-1j
-l--ll--+I--+I~+-I' ~'\.+-I\-+--If---fI---+I+1 +-+-1+-1
1 +\-+--+-11
---1---++
1
+-+-+-1
+\-+-1'-+-1---j\----;10
801---+--I--I-----++++-+--+--+--+----+--++--H-t--+---+--t--t------+-t-+-+-+--t-----f\---+--+-----++++-+--+--+--+----+--++-t 20
I IIII Ill- II~ II 1IIIill-oi :: ~Il-+-----+t--+-+-+-l-tl--+--+I-+---·« Ii I --+--++--H-<+-1+!I-\t--r-II
\ -t------+-tl-+-+-i-I--+-I-+---i-I-<-I 1-+1-+\-+\--1: §~ I I [I 1
1.\1I I I I II \1
1Iii' I Ii I I II II 8
0:: Iii I I I j I I· »
~ 50 I I I I I 1,1 I \ I I ! 1 II III 50 ~~ ::t-+I-i-:-+---+-HI-+il.-+--+-II-i-Ilj--+\--+----+I+-,Hjl-lf-:li,+-I-+---+I---+-----+!+-+-If-I: +-!'+1-t---;!f---+i\+--\--+-+!I-++I-+---il\---+---+I-+-::---H:
11-+
1II! I :: i
I I .! I III I I, ! II I I· ~20 1--+--f---+----+++-++--+-+-+----+---++-H--+-+-+--+--f----+-+-++--+-r--t-t--+---\-t++-+-+--+-+--+---+--++-1--+---1----+--+--+---tI----i 80
1:::['=:==1===:,=1=::::i1==1======:'=='i 1:1==1=1======1=1::=1:1==1==1==\:ltt:1I:i1=1:1:1==1==1==~1:,:11 1==1:==1==1::::0500 100 10 1 0.1 0.01 0.001GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.1
% SANDMEDIUM
15.8FINE74.2
SILT% FINES
9.9CLAY
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
If-C=.c.I=ie;..;.:nt'-G=P;..;.:C;..;.:c;..;.:/o'-'S:.=.N...;:.O...;:.C ---l MACTEC ENGINEERING 0 Tested by: S.P./R.W. Reviewed by: HI
Project Volrtle Units 3 & 4 COL Project AND
CONSULTING, INC.166 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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7048I FiqureProiect No. 6141-06-0286
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
CONSULTING, INC.167 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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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
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 1.0 20 30 40 60 100 140 200
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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
CONSULTING, INC.169 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
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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
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Proiect Vo!rt1e Units 3 & 4 COL Proiect ANDProject No. 6141-06-0286 I Fiqure 7051 CONSULliNG, INC.
170 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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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
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Reviewed by: HJo Tested by: RW
7053I FiqureProiect No. 6141-06-0286
II--'C::...;,,:,lie.::..:..n:..::....t-=GP::.....:Co....::c,;..,::,./o..=;SN'-'--'O=----=C ----1 MACTECENGINEERINGProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.172 of 1625
Particle Size Distribution Report
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SILT% FINES
25.1CLAY
oSOURCEB-3001
SAMPLE # DEPTHfELEV. DATE SAMPLEDSS-2 1.5/216.90 Ft. 11/29/2006
USCS MATERIAL DESCRIPTIONSAND silty (SM)
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
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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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
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
o6 3 2 1-112 1 3/4 112 3/8 4 10 20 30 40 60 100 140 200
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oSOURCEB-3001
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-6 11.0/207.40 11/29/2006
Ft.
USCS MATERIAL DESCRIPTIONSAND silty (SM)
NM% LL PL
7280I FiqureProiect No. 6141-06-0286
II-C=I=ie.:...:..:nt:.......G=P"-'C::....;c::.:...;/o:....,:S=N.:....;::O:...;;:C'-- --1 MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HIProject Vo!rtle Units 3 & 4 COL Project AND
CONSULTING, INC.175 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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COARSE FINE COARSE MEDIUM T FINE SILT CLAY0 T 27.7
SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3001 SS-7 13.5/204.90 11/29/2006 SAND si1tv (SM)
Ft.
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: RW Reviewed by: HI
Project Vorrt1e Units 3 & 4 COL Project ANDProject No. 6141-06-0286 I Fiaure 7281 CONSULTING, INC.
176 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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SILT% FINES
20.0CLAY
oSOURCEB-3001
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-8 18.5/199.90 11/29/2006
USCS MATERIAL DESCRIPTIONSAND silty (SMl
NM % LL PL
Ft.
7282I FiqureProiect No. 6141-06-0286
If-C.=:...:I=ie.:..c..:nt=----G=P"--'c=-c::.:..c/o"--'S=Nc....:::O:.....::C'-- ------1 MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HJProject Vofrtle Units 3 & 4 COL Project AN 0
CONSULTING, INC.
177 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
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I28.5
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oSOURCEB-3001
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-IO 28.5/189.90 11/29/2006
USCS MATERIAL DESCRIPTIONSAND silty (SM)
NM % LL PL
Ft.
7283I FiqureProiect No_ 6141-06-0286
II-C=I=ie.:...:.,:nt=--G=Po...:C::....;C:::..;/o::...,:S=N.:...::O:....:=C'--- ---t MACTEC ENGINEERING ',) Tested by: RW Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.178 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PLr-. B-3001 SS-l1 33.5/184.90 11/29/2006 SAND silty (SM) 29.7'v
Ft.
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: RW Reviewed by: HJ
Project Vogtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiaure 7284 CONSULTING, INC.
179 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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25.7CLAY
oSOURCEB-3001
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-12 38.5/179.9 Ft. 11/29/2006
USCS MATERIAL DESCRIPTIONSAND clayey (SC)
NM % LL PL
7285I FiQureProiect No. 6141-06-0286
II-'C=I=ie=nt:.......G=po...oc:::....:c:::.,,/o::...,:S=N=O:...::=C'---- --l MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HJProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.180 of 1625
Particle Size Distribution Reportu.S. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
20
o6 3 2 1-112 1 3/4 112 3/8 4 10 20 30 40 60 100 140 200
100 I II ' II': II ~, II I' I' I 1'1 I I Ii' "I Ii 'I i 1'1 I 'I I 'I I' i ' 'II, I' I, I I ,I I I I II ! I Ii II I' 'H 1 I !i iii I I II ! I! Iii., I i 1,1
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I
% SANDMEDIUM I
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% FINESI
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oSOURCEB-3001
SAMPLE # DEPTH/ELEV, DATE SAMPLEDSS-13 43.5/174,90 11/29/2006
USCS MATERIAL DESCRIPTIONSAND with silt (SP-SM)
NM% LL PL
Ft
Client GPC c/o SNOCProject Vogtle Units 3 & 4 COL Project
Proiect No, 6141-06-0286 I FiQure 7286
MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HI
ANDCONSULTING, INC.
181 of 1625
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1006 3 2 1-112 1 3/4 1/2 3/8 4 1D 20 30 40 60 100 140 200
o
% COBBLES
o 0.0
% GRAVELCOARSE FINE
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0.0
% SANDMEDIUM I
17.1 IFINE78.1
SILT% FINES
4.8CLAY
oSOURCEB-3001
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-15 53.5/164.90 11129/2006
USCS MATERIAL DESCRIPTIONSAND (SP)
NM % LL PL
Ft.
7287I FiqureProiect No. 6141-06-0286
If-C=I=ie..:..:.:nt=--=GP:o...:C=--c:::...:/o::.....:S=N.o...::O::....::C'--- ~ MACTEC ENGINEERING 0 Tested by: RW Reviewed by: HJProject Vogtle Units 3 & 4 COL Proiect AN0
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Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-112 1 3/4 1/2 3/8 4 1D 20 30 40 60 100 140 200
100 I I I I II 1 II 'I I II III
I 1 lfiril l I I II II I !
I I III I0
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90 I 10
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% COBBLES% GRAVEL % SAND % FINES
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.
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: RW Reviewed by: HI
Project Vogtle Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7287 CONSULTING, INC.
182 of 1625
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3 2 1-112 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 2006
I'I I90 I
I80 !
100 III' I 1 II II II I I
1
1
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1
1
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i I ! II I'I\J I I i II I ! Ii: I I I 20
I I,! I I I I I III ~I I I I I I 11'1 I I -0
~ 70 I 'I I l' I Ii,'I ' i ! ! \ I I I I I 30 mO::O
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I II11I1 I I I II I 1III II I \, III I III i I I101---+--t--+----+++++-+-+-+---+--++-+-++-+-+--+-+-----++-+--1-+-+-f---r---t-'''''c::--H-+-+-+-+--+--+---+---+++++-+--+-+-+-----l90!I iii I !I i I II' I I I li'l I I I "- '+1-:1 I II I !I i I I I I II I II 'II Ii, II,' 'I' j! I' I 'Ii il II IioilIIi, Ii, IIii'I 100
L.;:5~00~-~--1~0::::-0 .J...."'-...l.......l---l.--l.--"----7::10~.!-!...-"--"'---..!....-----I...---:!-1W-..JL....!......!....-'--~L....!....----;::"O~,1--l....L~J...........!.----!---'---;0~,O:+1..1.-l....L-L----L--!..-..l..-70."';:";00"..,..J1GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.2
% SANDMEDIUM I
38.8 IFINE54.6
SILT% FINES
CLAY6.4
oSOURCEB-3001
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-16 58.5/159.90 11/29/2006
ft.
USCS MATERIAL DESCRIPTIONSAND with silt (SP-SM)
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
% FINES
0,01
SILTFINEI
% SAND
, , !I
tttltlt~I I I Iii
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--
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1 0,1500 100 10 GRAIN SIZE IN MILLIMETERS
o
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in 'I i -ttlui,~: II I 'I I ~I,!; I : i 111011 I I I! ! I, I ~
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40, ' I I! ' I ---.-, I ---++~ ! i I II" I I ill'" ""oc I I I : I I I I I i I I IW 30 I I Iii Ii, I
11. I i 1[1 I I ! ! ! ----r--, ,I I, I
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i i !I i -W I! I I I I II I' I II I :, I, I"! i ' I I I 'I '! i l i I I l I i I Ii. Iii I I
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01 I Ii,I j! I I I I I Iii I 1I I 1 I I I
oSOURCEB-3001
SAMPLE # IDEPTH/ELEV, I DATE SAMPLEDUD-4 1113,5/104.90! 1/23/07
ft,
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
Project Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.
184 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
o% COBBLES
% GRAVELCOARSE I FINE COARSE
% SANDMEDIUM 1
IFINE SILT
% 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
CONSULTING, INC.185 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
20
1:: 1_+-1 -+--1--+1__'-+1+1+-+--+1-t1'--+-II_l!-'-+-!'_--+'I'+1HI-+1-11
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§ 60 I--+-f---+---+_ill-H-+-+I-+-_+-11_+-ii --+1+++-+1--+-+--+----+1
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~ I I I I I I I . I I II II i I III i I I 'I III ill I ~g: 30 1 70 G5
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I II! I I I I I I I I I I II Ii: [0 I I I [ I I I10 1-f---t--/-----H--t-+-I-/--I-----+--+---++++-I-+-+-+---+---++++-+-I---+---i--+---H--t-+---I-/--+--+--+---+-I---+-I-+-+-+-+--+--190
o~,....-!-i-..LI---:-:I~I...J....J..I......i ....l.1--l-1_J....11----'1"--_...,J:1,-!-1J......J......L11......1-..!-.....iI"--....l.I__+lwll'---L-J.......l....I...:.I---!._..J...I_---::".!..,l!I,~,....!........!I____!...____!..._.L-!I_~+I..LIi .L-1.!......-"-1-..!----!1_...l..1----=-~100500 100 10 1 0.1 0.01 0001
GRAIN SIZE IN MILLIMETERS
o% COBBLES
% GRAVELCOARSE FINE COARSE
% SANDMEDIUM I
IFINE SILT
% FINES
18.7CLAY
oSOURCEB-3002
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-3 3.5/215.39 11/29/06
USCS MATERIAL DESCRIPTIONSAND silty (SM)
NM% LL PL
7657I FiqureProiect No. 6141-06-0286
If-C=I=ie-'-'-'nt=-G=P::....;C=---c::....;/o::....;S=N..;..::O:....::C=---- --1 MACTEC ENGINEERING C' Tested by: EH Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.186 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
o
103 2 1-1/2 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 2006100 I I
III
I1 II I II I III II ~ I I~"~ I I'! 1-' I I I, II
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1
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i
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1:::!::~~:1~~~~:1::1 :::~:I~:I~~:i~~~~:i:I:, ::':~:~:~~:I~~~~:I:11:1:::1:~~:~~I:~~~::I:::I~:I :I~:I~~:I~~~:::::~II :~:~:I~~:I~:::::O500 100 10 1 0.1 0.01 0.001GRAIN SIZE IN MILLIMETERS
o% COBBLES
% GRAVELCOARSE FINE COARSE
% SANDMEDIUM I
IFINE SILT
% FINES
35.2CLAY
SOURCEB-3002
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-4 6.0/212.89 11/29/06
USCS MATERIAL DESCRIPTIONSAND siltv.clayey (SC-SM)
NM % LL PL
7658I FiqureProiect No. 6141-06-0286
II--C='=ie:.:..:;nt'---=G"'-'PC"'-c=/o"'-'S=N..:..::O::....::C::.-.- ---1 MACTEC ENGINEERING 0 Tested by: EH Reviewed by: HIProject Vogtle Units 3 & 4 COL Project AN0
CONSULTING, INC.
187 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-112 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200100
I,
IIi ~ II I ' I' ,
lilli' I II
1I
I I',
II 'II II
II I
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I11
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GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 I 17.5
SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3002 SS-8 18.5/200.39 11/29/06 SAND siltv. clavev (SC-SM!
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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o6 3 2 1-1/2 1 314 1/2 318 4 10 20 30 40 60 100 140 200
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USCS MATERIAL DESCRIPTIONSAND with silty clav (SP-SC)
NM % LL PL
7661I FiqureProiect No. 6141-06-0286
II-C=--.:I:...:=.ie.;,..:..:nt:-G=P=-=C=-=c=-=lo"--'S=N-'---=O'---"C --1 MACTEC ENGINEERING 0 Tested by: EH Reviewed by: HJProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.190 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/B 4 10 20 30 40 60 100 140 200100 I I ! I
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3002 SS-17 63.5/155.39 11/30/06 SC SAND c1avev (SC) 47.0 137 31
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: EH Reviewed by: HI
Project Vogtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7662 CONSULTING, INC.
191 of 1625
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3002 SS-22 88.5/130.39 11/30/06 MH Silt (MH) 47.9 93 46
Client GPC c/o SNOC . MACTEC ENGINEERING -:> Tested by: EH Reviewed by: HJ
Project Vogtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiaure 7663 CONSULTING, INC.
192 of 1625
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3002 88-25 108.5/110.39 11/30/06 CH CLAY with sand (CR) 33.4 93 35
Client GPC c/o 8NOC MACTEC ENGINEERING U Tested by: EH Reviewed by: HI
Project Vogtle Units 3 & 4 COL Project ANDProject No. 6141-06-0286 I Fiqure 7664 CONSULTING, INC.
193 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
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oSOURCEB-3002
SAMPLE # DEPTH/ELEV. DATE SAMPLEDUD-l 97.0/121.89 11/30106
USCS MATERIAL DESCRIPTIONSILT (MID
NM % LL PL94 40
7502I FiqureProject No. 6141-06-0286
If----C:::.c.I=ien:...:.::t_G=P;...;::C;...;::c.:....::/o---=S..::..:N=O=-C ----l MACTEC ENGINEERING 0 Tested by: EH Reviewed by: HIProject Vo.gtle Units 3 & 4 COL Project AND
CONSULTING, INC.194 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
o6 3 2 1-112 1 314 112 3/8 4 10 20 30 40 60 100 140 200
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SAMPLE # IDEPTH/ELEV.I DATE SAMPLEDUD-2 1113.5/105.391 11/30106
uses MATERIAL DESCRIPTIONSAND. silty (SM)
NM % I LL I PL85 I 35
75031 Lab no.Proiect No. 6141-06-0286
I Client GPC clo SNOC MACTEC ENGINEERING 10 Tested by: EH Reviewed by: HJProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.195 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 200100
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3003 SS-2 1.5/216.79 11/27/06 SAND clayey (SC)
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: EH Reviewed by: HJ
Project Vogt1e Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7665 CONSULTING, INC.
196 of 1625
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SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-4 6.0/212.29 11/27/06
USCS MATERIAL DESCRIPTIONSAND silty (SM)
NM% LL PL
7666I FiqureProiect No. 6141-06-0286
II--'C:::...:;li=enc..:..:.t---:G=P--=C--=.c'-"-/o-=SN::....:.O.::...C=--- -1 MACTEC ENGINEERING'J Tested by:: EH Reviewed by: HJProiect Vom:le Units 3 & 4 COL Project AND
CONSULTING, INC.197 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 200100 I I II I'! I II
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3003 SS-9 23.5/194.79 11/28/06 SAND silty (SM)
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: EH Reviewed by: HJ
Project Vogtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I FiQure 7667 CONSULTING, INC.
198 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 2000
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SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-ll 33.5/184.79 11/28/06
USCS MATERIAL DESCRIPTIONSilt sandv (MU
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7668I FiQureProiect No. 6141-06-0286
I~C=I=ie=nt'--G=p'-'=C:::....::c=/o::.....::S=N=O:...::::C----------_l MACTEC ENGINEERING 0 Tested by: EH Reviewed by: HIProject Voct1e Units 3 & 4 COL Project AND
CONSULTING, INC.199 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-1/2 , 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200100
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL'" B-3003 SS-15 53.5/164.79 11/28/06 SAND with silt (SP-SM)v
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: EH Reviewed by: HJ
Project Vogt1e Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiaure 7669 CONSULTING, INC.
200 of 1625
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6 3 2 1-112 1 3/4 1/2 3/8 4 10 20 30 40 60 100 140 200100
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SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3003 SS-16 58.5/159.79 11/28/06 SAND silty (SM)
Client GPC c/o SNOC MACTEC ENGINEERING C Tested by: EH Reviewed by: HITest Date: 6/5/07 Review Date: 6/19/07
Project Vogtle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7670 CONSULTING, INC.
201 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-22 88,5/129.79 11/28/06
USCSMH
MATERIAL DESCRIPTIONSILT (MH)
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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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6 3 2 1-1/2 1 3/4 1/2 3/8 <I 10 20 30 40 60 100 140 200100
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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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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
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-27 128.5/89.79 1/31/07
USCSCL
MATERIAL DESCRIPTIONCLAY with sand (CL)
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C Tested by: EH Reviewed by: H.TTest Date: 6/5/07 Review Date: 6/19/07
7674I FiqureProiect No. 6141-06-0286
If-'C::...:..:.lie=.n=-=-t-=GP=-.:C::.....::c:...:.../o..::::.;SN:...;...:O::....=;C'--- -----l MACTEC ENGINEERINGProject Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.205 of 1625
Particle Size Distribution ReportU.S, SIEVE OPENING IN INCHES U,S, STANDARD SIEVE NUMBERS
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oSOURCEB-3003
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USCS MATERIAL DESCRIPTIONCLAY (CH
NM % LL55
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Client GPC c/o SNOCProject Vogtle Units 3 & 4 COL Project
Proiect No. 6141-06-0286 I Fiqure 7505
MACTEC ENGINEERING '. Tested by: EH
ANDCONSULTING, INC.
Reviewed by: HI
206 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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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
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Project Vo~le Units 3 & 4 COL Proiect ANDProiect No. 6141-06-0286 I Fiqure 7506 CONSULTING, INC.
207 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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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)
Client GPC c/o SNOC MACTEC ENGINEERING o Tested by: EH Reviewed by: HJ
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
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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SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-5 8.5/210.01 3/1/07
USCS MATERIAL DESCRIPTIONSAND clayey (SC)
NM% LL PL
7676I FiQureProject No_ 6141-06-0286
Ir-:C=I=ie=nt'--G=P:....:::C"-'c::c..%"-"S""'N.:..:::O=C'---- -l MACTEC ENGINEERING '~Tested by: EH Reviewed by: HJ
Project Vogt1e Units 3 & 4 COL Project AND
CONSULTING, INC.209 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-8 18.5/200.01 3/1/07
USCS MATERIAL DESCRIPTIONSAND with silt (SP-SM)
NM% LL PL
Client GPC c/o SNOCProject Vogt1e Units 3 & 4 COL Project
Proiect No. 6141-06-0286 I Fiaure 7677
MACTEC ENGINEERING 0 Tested by: EH Reviewed by: HI
ANDCONSULTING, INC.
210 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 to 20 30 40 60 100 140 200
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GRAIN SIZE IN MILLIMETERS
o% COBBLES
0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.0
% SANDMEDIUM 1
23.6 IFINE53.6
SILT% FINES
I CLAY22.8
oSOURCEB-3004
SAMPLE # DEPTHfELEV DATE SAMPLEDSS-12 38.5/180.01 3/1/07
USCSSC
MATERIAL DESCRIPTIONSAND clavev (SC)
NM% LL28.2 63
PL31
Client GPC c/o SNOCProject Vogtle Units 3 & 4 COL Project
Proiect No. 6141-06-0286 I FiQure 7678
MACTEC ENGINEERING=' Testedby:EH Reviewedby:HJ
ANDCONSULTING, INC.
211 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-112 1 3/4 112 3/8 4 10 20 30 40 60 100 140 200100 I I II! I ~ II II
I Ill!!! II I III I I I II I
111" I I I!I I
0I ! I I I I I I
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20 ! i . I I I ! i 80
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II I I I I I II I I0 I I I ! I I 100500 100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 I 13.9
SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3004 SS-14 48.5/170.01 3/1/07 SAND clayey (SC)
Client GPC clo SNOC MACTEC ENGINEERING o Tested by: EH Reviewed by: HI
Project Vo~tle Units 3 & 4 COL Project ANDProiect No. 6141-06-0286 I Fiqure 7679 CONSULTING, INC.
212 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
o6 3 2 1-112 1 3/4 112 3/8 4 10 20 30 40 60 100 140 200
100 I I II I1 I II !III I III I I II I 'I IIII1 I,ll II II I 1I 1111
I1 I III11111' II II II
90 1--+---i1---+---+-1HIIHi-+-+-t--+----+-__+!+_II +-+-+--+--+-+_-+,__Hi-++I+-+-+---+---+----il----+-II IHHi_+_1+1-+---+--+----+-+-+---l-+-+-+--+----+----I10
i I III! I I Iii I I II I I I II III I 111111 I80 1--+---if-----+---++-1-+-+-+-t--+-+----+++-+-+-+--+--+--+---++++-+-I--+---i--+----+--H-+-+-+-t--+-+---++-+--t--+--+-+---+--+----j20
I 11 I II I I 1 II I I 1'11 1 I1IIII i \J
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I I, ! 1111, II II II ,1 I 50~~ 401--+-t---+-!1--+-1t-t-t-t-
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o I I II I I IIIII I I I , III I I I II HII I I I 111111 I 100'-::5c::':00::---'--'-----;-10:':-::0:--'-'-'--'--'--..I....---'---1:;';;0~...........--'---'---'----'----:1....l....J............---'---'---'----'---=0"7.1...........-'--'--l...-..I....---'------=-0.-=-01~'-'--'--..I....--'-----'-----=-0 .~OO=-'1
GRAIN SIZE IN MILLIMETERS
o
% COBBLES% GRAVEL
COARSE FINE COARSE% SAND
MEDIUM II
FINE SILT% FINES
5.3CLAY
oSOURCEB-3004
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-16 58.5/160.01 3/1/07
USCS MATERIAL DESCRIPTIONSAND with silt (SP-SM)
NM% LL PL
7680I FiqureProject No. 6141-06-0286
II-C=I=ie-'-'-'nt:-G=P::....:C"-'c:::...:/o"-'S=N=O=C'------ --I MACTEC ENGINEERING 'J Tested by: EH Reviewed by: HJ
Project Vogtle Units 3 & 4 COL Project AND
CONSULTING, INC.213 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-112 1 3/4 112 3/8 4 20 30 40 60 100 140 200
100
II I III
11
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11
1
1111
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500 100 10 1 0.1 0.01 0.001GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 0.0 0.0 0.0 0.0 0.4 I 7.0 92.6
SOURCE SAMPLE # DEPTH/ELEV. DATE SAMPLED USCS MATERIAL DESCRIPTION NM% LL PL0 B-3004 SS-23 98.5/120.01 3/1/07 MH SILT (MH) 32.2 80 43
Client OPC 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 Fiaure 7681 CONSULTING, INC.
214 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
rTT-r6r----inti3Tt2-"1if-112~i1-rr3/4:!....-4112~318!tTTTr4M-=r=~10=====R2~O+=t30=c4JjO-i6foT....!.10fo414tOi12f1°OTirli--TTTTTI!!-i--'100 ! I I i I II' i ~ II I II I!I i I !I I II I 'I ' 'I I I II I I I I! I I III I ,!! 0
I I II II I III +--+-1_-++1++I-+_+I~ I I III I90 t-r--i------+l-I-I-l-+I-+i -+-+-----H!II-+--+-+-t-
I
-+-- I i I II I \1" II I I +-I'-+-----+-+iI-+I-+-+-+--+--l-!I-;l-i----110
80 1--+-~--+----+-HI-I-t-+-+-+--+----~+++-+-+-+--+---+----++-+-+-+-+--f-i---I-~-+-H-I-t-+-+--+-+---++++-++-+-+--+---120
I Ii I III I III, I ~I I! ,, 1 '1 I 30~
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~ i 1,1 II II II I I, '111 ill I Ii II! I .1 I 60 ~a.. 301-+---1--I---+-H-I-t-+-+--+-+---++++-+-+--+-+--+---++-+-++-t--+---1--I---H--t-+-1-+-I--+-+---+,t-,t-t-1+-+-+-+1-+-----l70 G)
I I I I III II I : I I I II I I III I ~201--+---1'---+---+---i-+-+-+-+--+-+----++-+-+-+-+--+--+---+---+++-+-+--t--+----1e-----+---++-+-+-r--+--+--+--+----+++-+--+--+-+--+--+1-----; 80
I ! i I II I II I ill I I I II II III I I10 1--+---1'---+---+-H-+-+-+-+----+--+----++-+-+-+-+--+-+---+---+++-+-+-t--+----1'---+---++-+-+-r--+--+--+--+----+++-+--+-+-+--+--+-----;90
o~:::---,I,----,-_---:-±-::Ii!-,I--'-'-I-!-I.........I--'-_-'--_-::'::I:"-II "'---'--'--'-I--'-I--'-I_-'-_----:I~I...J..I--'--"- .........-lI--'I----'I'---~I'-'I-'-'---'-I .........I--'--.J.--~1 ~,-IIJ-..J.....J..1_.J....11--,-I_.J.-~::-:-' 10050 100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
1.0
% SANDMEDIUM I
1.5 IFINE24.7
SILT% FINES
72.8CLAY
oSOURCEB-3004
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-26 118.5/100.01 3/1/07
USCSMH
MATERIAL DESCRIPTIONSILT <MID
NM % LL PL39.1 60 32
7682I FiqureProiect No. 6141-06-0286
II-C:::...:'=ie.:..:.:nt=---G=Po-::c::-:c:.:...;/o::.....:S=N.:....:=O'--"'C=----- ----l MACTEC ENGINEERING C Tested by: EH Reviewed by: HIProject VOlrtle Units 3 & 4 COL Proiect AND
CONSULTING, INC.215 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-112 1 3/4 112 3LB 4 t 20 30 40 60 100 140 200
1:~1~_11 II' I'll 11'11 I'i'-' ~_+IHt~l~l~I+!_~II~I_'_'~:IK'+"~~I~~~41+1~!~~141~1_~_~:
801-+1---+--+-1 -.----++1 +!I ++-+1-+-1-+1_+-_-+1+-1+-1+-+-+1_+-1'-+_+--__--+-1I-+I-+-1-+\{-j,!\--If---+-__H1i1++-+-1-+--1-1-+----+-1+II ++-1+-+-+_+-![_+-jl-----120I II I I II II II 1\1 I, I I II !! -a
I- 70 I I I I 30 gjI I ! 'I I I! II II, ill I II III II i' i 1'1 I I I Om~ 60 'I- I' ii I i III 11'1 li,.!1 i I II I> I I :! ! , i 40 ~
~ 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
GRAIN SIZE IN MILLIMETERS
% 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
7683I FiqureProiect No. 6141-06-0286
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
CONSULTING, INC.216 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' 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
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~ 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
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' I II' I 60 ~
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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
GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
% GRAVELCOARSE FINE
0.0 0.0COARSE
0.2
% SANDMEDIUM I
15.4 IFINE70.4
SILT% FINES
14.0CLAY
oSOURCEB-3005
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-6 11.0/208.20 2/9/07
USCSSM
MATERIAL DESCRIPTIONSAND silty (SM)
NM % LL PL5.9 NY NP
7684I FiaureProiect No. 6141-06-0286
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
CONSULTING, INC.217 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 200100 I I ,
1'1 I,
I ' I' I 1'111111 II
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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
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! ! 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
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0 I I I I I I I Ii I Iii I i I 100500 100 10 1 0.1 0.01 0.001
GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 0.0 0.0 0.0 0.7 48.0 I 38.5 12.8
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
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
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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% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 0.0 0.0 0.0 0.3 36.9 I 53.2 9.6
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
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GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL
COARSE FINE COARSE% SAND
MEDIUM I FINE SILT% FINES
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
7687I FiqureProiect No. 6141-06-0286
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
CONSULTING, INC.220 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 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
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! -+11-+-..- ----+I+il+-II +-+--+-+--+--+-I!---110
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GRAIN SIZE IN MILLIMETERS
% COBBLES
o 0.0
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0.0 1.4COARSE
0.9
% SANDMEDIUM I
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SILT% FINES
75.1CLAY
oSOURCEB-3005
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-25 123.5/95.70 2/13/07
USCSCH
MATERIAL DESCRIPTIONCLAY with sand (Cm
NM % LL PL29.8 50 24
7688I FiqureProject No. 6141-06-0286
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
CONSULTING, INC.221 of 1625
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
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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
CONSULTING, INC.222 of 1625
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
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o% COBBLES
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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
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
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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500 100 10 1 0.1 0.01 0.001GRAIN SIZE IN MILLIMETERS
o% COBBLES
% GRAVELCOARSE FINE COARSE
% 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
CONSULTING, INC.224 of 1625
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-112 1 3/4 112 318 4 10 20 30 40 60 100 140 200100 I ,
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% COBBLES% GRAVEL % SAND % FINES
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
Particle Size Distribution Reportu.s. SIEVE OPENING IN INCHES u.S. STANDARD SIEVE NUMBERS HYDROMETER
6 3 2 1-112 1 3/4 1/2 3/B 4 10 20 30 40 60 100 140 200100
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500 100 10 1 0.1 0.01 0001GRAIN SIZE IN MILLIMETERS
% COBBLES% GRAVEL % SAND % FINES
COARSE FINE COARSE MEDIUM I FINE SILT CLAY0 I 19.1
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
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
100
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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
Client GPC c/o SNOCProject Vogtle Units 3 & 4 COL Project
Proiect No. 6141-06-0286 I Fiqure 7692
MACTEC ENGINEERING C Tested by: EH Reviewed by: HJ
ANDCONSULTING, INC.
227 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 10 20 30 40 60 100 140 200
100 I!I---r-~t-I--nll---nl.'filii1:14f1.'~ITI---rrI,----'H'IIT'ITII
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70.7CLAY
oSOURCEB-3006
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-23 93.5/124.09 12/6/06
USCSMH
MATERIAL DESCRIPTIONSILT with sand (MH)
NM % LL PL31.9 67 39
7693I FiqureProject No. 6141-06-0286
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
CONSULTING, INC.228 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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
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~ 40 I-+I---+-\!--+--+--+11
!+\+++,-II--+-+---+I+-ii-+\-+,-+-+-'1----+---+\-----:1+1+\+--+--+---+1-+-1------.-+1
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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
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-25 103.5/114.09 12/6/06
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
CONSULTING, INC.229 of 1625
Particle Size Distribution ReportU.S. SIEVE OPENING IN INCHES U.S. STANDARD SIEVE NUMBERS HYDROMETER
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~
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~ '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
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a. 20 1--tI--+I-~---+--,!-+I~~I--+--+I-t-I----+I++!I+_Ii +-+1_1
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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
GRAIN SIZE IN MILLIMETERS
o% COBBLES
0.0
% GRAVELCOARSE FINE
0.0 0,0COARSE
0.2
% SANDMEDIUM I
0.7 IFINE21.2
SILT% FINES
77.9CLAY
oSOURCEB-3006
SAMPLE # DEPTH/ELEV. DATE SAMPLEDSS-30 128.5/89.09 12/7/06
USCSCL
MATERIAL DESCRIPTIONCLAY (CL)
NM % LL PL27.9 43 26
7695I FiaureProiect No. 6141-06-0286
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
CONSULTING, INC.230 of 1625
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