Particle Size Distribution ReportParticle Size Distribution Report U.S. SIEVE OPENING IN INCHES U.S....
Transcript of 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
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
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GRAIN SIZE IN MILLIMETERS
% COBBLES
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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
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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
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
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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
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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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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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
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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.
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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1\ I II II 'I I, I Iii 1.1
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II----I-\--+-l--I-+-t-+\-I-
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1
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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-
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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
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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-+--+
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~ 70I--f--+!I--+II---+--l
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1
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-+--!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
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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
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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-
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---++1+1
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_-+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
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+-+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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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-___,
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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
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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