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TRANSMITTAL
TO: Weston Solutions, Inc.___________ D A TE:
April 20, 2005_______
1625 Pumphrev Ave_____________ TT L JO B N U M B E R :
020504-041
Auburn. AL 36832______________ A TTN :
Mr. Tim Frinak_______
PROJECT:
Reference No. 02181-129-081-0001
______________ Decatur. AL___________________
W E ARE SENDING YOU:
HEREW ITH UNDER SEPARATE COVER
9 Grain Size Distributions and 45 Grain Size Distribution with Hydrometers for samples listed on Weston Solutions Chain of Custody / Analysis Request Form dated 12/17/04 (copy attached)
REMARKS:
TTL, Inc.
Oscar M. Gay, P.E.
F:\2Q04\020504\04t - Weston - Lab Testi eg'.Deeembe r 2004 - Labwerk\2n*d TRN - T.Frinak.wpd
3 1 0 Bank Street * Decatur. Alabama 35S01 * 2 5 6 .3 5 3 .2 9 1 0 a Fax 2 5 6 .3 5 3 .3 9 4 4
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory
T: 256-353-2910
PROJECT INFORMATION Client: Weston Solutions, Inc.
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Jai Kesari em?ii: i.kesari(3iwestonsolutions.com
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
PAGE
f of [ ~~
ANALYSES REQUESTED
Sampler;
T Frinak, A Murphy
P.O. #: Quotation #:
^->i iO tU 'J
Grab Sample Composite No. Of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS # Client Sample Identification |
t DF06 SBC 133R 0 0000
DF06 SB 133R 0 0050
m s m m DF06 SBC 133R 0 055
r n M m B m M DF06 SBC 33R 0 0100
DF6 SBC 33R _0_ 0150
DF06 SB 133R Qj 0180 , DF06 SBC 133R i n 0200
DFG6 SBC 133R A 0250
Collection Collection
Date
Time
8-Dec-04 S-Dec-04
10:10 10:20
Lx_ 2 L
8-Dec-04 10:30
IT
8-Dec~04 10:45
X
8-Dec-04 I 12:05
X
8-Dec~04 8-Dec-04
12:15 12:35
X_
8-Dec-04 13:15
X
Sample
Matrix
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 : SOIL 1 j SOIL
Comments
j X X X X X X X X
CHAIN OF CUSTODY
Rehnqu!sheA-By^L. D$te,
'/
Cooler ID No.:
Time
Received By:
TTL
Cooler Temp. fC ): Date Time
7/
Conduct Hydrometer Test if Warranted,
PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data Other:
-rr a t'O ''7
"/->/ l \ ~ u t i& u
r
)
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory
T; 256*353-2910
PROJECT INFORMATION Client: Weston Solutions, Inc,
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
emtProject Manager: Jai Kesari til: i.kesariwestonso lutions.coirI
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
T Frinak, A Murphy
P.O. #; Quotation #:
Grab Sample Composite No, of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS # [Client Sample Identification
JJV I.DF09 SBC 131R 3DF09 SB 131R
0000 0050
3DF09 SBC 131R
0050
..... ..
DF&V DF09 SBC SBC
'J DF09 SBC ' / DF09 SBC
131R 131R 131R 131R
333!3 0100 0160 0150 0200
%/ DF9 SBC 131R 0! 0250
DF06 SB 133B 0 0050
--
DF06 SB 133B 0 0160
Collection
Date
9-Dec-04 9-Dec-04 9-Dec-04 9-Dec-04 9-Dec-04 9-Dec-04 9-Dec-04 9-Dec-04 10-Dec-04 10-Dec-04
Collection
Time
11:55
X
12:05 12:15
X _
12:30
X
IT12:40 X
13:00
13:25
X
13:45
X
9:15 ~X
9:13 X
1 1 1 1 1 1 1
111
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
. ReHnfluis
/f ,
& v~
Date 7/
Time
Conduct Hydrometer Test if Warranted.
Received By: ~TT~C
Date y Time fz p ij //
Comments
X X X X X X X X X X
Resuits Deadline:
Laboratory Report Options: __ Sample Results Only __ Add Case Narrative __ Add Quality Control Summary Add Calibration Summary
__ Add Raw Data Other:
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE / of 3
PROJECT INFORMATION Client: Weston Solutions, Inc.
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Sampler:
I Frinak, A Murphy
Project Manager: Jai Kesari email: i.kesari(5)westonsolutions.com
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
P.O. #: Quotation #:
SAMPLE ANALYSIS
ExyLIMS # Client Sample Identification
ou . . - v I DF8b SB 135R 0 0000
. v *DF8b SB 135R 0 0005
. i DF8b SB .................V DF8b SB
DF09 SB
135R 135R 131B
0 0010 0 0020 0 0005
DF09 SB 131B 0 0080
h DF8b SB 135R 0 0000
; Collection
Date
113-Dec-04 13-Dec-04 13-Dec-04 13-Dec-04 13-Dec-04 13-Dec-04 14-Dec-04
Collection
Time
15:15 15:30 15:40 15:50 13:40 13:59 9:35
Ja2 t(En0 r1o O
Q `toan. oEo
1Sc2i
O 5c
2o:
o o
X1
X1
X1
X1
X1
X1
X1
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL SOIL
Comments
ANALYSES REQUESTED
<t> s>u*
X &
I oN> 55 C g o X X! X X X X X
DF8b SB 135R 0 0019 14-Dec-04 10:45 X : 1 SOIL DF14 SB 137R 0 0000 14-Dec-04 14:10 X : 1 SOIL
CHAIN OF
Cooler ID No.:
R e lin q u is h e d ^ ^ D/ te ,.. Time
----- ---------------------'%r
^ /z //? A * l
//
Received By: *7T ~C
Cooler Temp. (C): a ! e / Time
//
Conduct Hydrometer Test if Warranted.
X; X; PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data Other:
" t - U t l - S<LrYyP ' e
S. '* d if f e r trv V
v to e U ie d le x e rs 1 ^
t .-iW n -V ia it
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE
"2 - 0 f 3 "
PROJECT INFORMATION Client: Weston Solutions, Inc,
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Jai Kesari email: i.kesariiQwestonsolutions.conr
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
T Frinak, A Murphy
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLlMS#
Client Sample Identification DF14 SB 137R 0 ; 0005 DF14 SB 137R 0 0010 DF14 SB 137R 0 0020 DF14 SB 136R 0 0000 DF14 SB 136R 0 0005 DF14 SB 136R 0 0010 DF14 SB 136R 0 0020 DF14 SB 136B 0 0000 DF14 SB 1368 0 0005 DF14 SB 136B 0 0010
Collection
Date
14-Dec~04 14-Dec-04 14-Dec-04 14-Dec-04 14-Dec~04 14-Dec-04 14-Dec-04 14-Dec-04 14~Dec~04 14-Dec-04
Collection
Time
14:15 14:25 14:35 14:50 15:00 15:10 15:20 15:35 15:40 15:50 i
X1 X1 X1 X1 X1 X1 X1 X1 X1 X1
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
CHAIN OF QQSJODY
Cooler ID No.:
Re 11ntf ui
Date ; Time
Received By:
7Tt
Cooler Temp. (C):
Dite, Time
iM Z ti //
Conduct Hydrometer Test if Warranted.
Comments
X X X X X X X X X X
PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary
Add Raw Data Other:
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE 5 of 1
PROJECT INFORMATION Client: Weston Solutions, Inc.
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Ja Kesari emrail: i.kesariiStwestonsolutions.corri
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
T Frinak, A Murphy
P.O. #: Quotation #:
Grab Sample No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS # Client Sample Identification
Collection Collection
Date
Time
DF14 SB 136B _0_ 0020 14-Dec-04 16:05
1Q.
E
Oo
X1
Sample Matrix
SOIL
Comments
X
CHAIN OF CUSTODY
Rei ip
: Date,
"j //
Cooler ID Non
Time
Received By:
'T T 'c .
Cooler Temp. (C): _P4i_ey Time
Conduct Hydrometer Test if Warranted.
PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: _ _ Sample Results Only __ Add Case Narrative __ Add Quality Control Summary Add Calibration Summary __ Add Raw Data Other:
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE
of
PROJECT INFORMATION Client: Weston Solutions, Inc,
1400 Weston Way, Bldg. 5-2 West Chester, PA 19380 T: 610-701-3761 F: 610-701-7401
Project Manager: Jai Kesari emriil: i.kesari@westonsolutions.conrl
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
T Frinak, A Murphy
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS #
Collection Collection
Sample
Client Sample Identification |
Date
Time
Matrix
Comments
DF14 SB 137R 0 0050 15-Dec-04: 9:05 X
1 SOIL
X
DF14 SBC DF14 CODODvP/ DF14 Oc oDvr
137R 137R 137R
0 0000 15-Dec~04: 0 0050 15-Dec~04: 0 0100 15-Dec-04
9:00 9:15 9:30
X1 X1 X1
SOIL SOIL SOIL
X X X
DF14 SBC 137R 0 0150 15-Dec-04 9:45
X1
SOIL
15-18 FBGS
X
DF14 SB 137R 0 01B0 15-Dec-04 TrPHH ~~SB" "-d-STR-- "2"~~trrocr 'T^eTPT
9:50 X 9T:T5-- -X-l
1 SOIL
18-20 FBGS
X
--1-- --WATER-----;---- ~ ~ -------- :---------- ------
-- 4 r~'~-
DF14 SB 136R 0 0050 15-Dec-04 15:05 X
1 SOIL
X
DF14 SB 136R _0_ 0290 15-Dec-04 16:30 : X ,,S R J 43&R -- "2-i--290--- f e r n e m ~ 16:35 ~X~
1 SOIL ~~1 -W A T E R -
X ...%&"' 7^
"X"
PROJECT REQUIREMENTS
CHAIN OF CUXOPY
Cooler ID No.:
Cooler Temp, (C):
Results Deadline:
ReiinqyjshedJB-^v-? D^tO, Time I
V
/* //? */
1
//
Received By:
D? e/ Time
'T T C ______________ , J/ '
Laboratory Report Options: Sample Results Only Add Case Narrative
Add Quality Control Summary Add Calibration Summary
Conduct Hydrometer Test if Warranted.
Add Raw Data Other:
*
a0 > rL D P 1 i
u
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE
of ;
PROJECT INFORMATION Client: Weston Solutions, Inc.
1400 Weston Way, Bldg. 5-2 WestCbester, PA 19380 T: 610-701-3761 F: 610-701-7401
Sampler:
T Frinak, A Murphy
Project Manager: Jai Kesari email: hkesariiaiwestonsolutions.com
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
P.O. #: Quotation #:
ANALYSES REQUESTED
oE
L*
x>j1 x
SAMPLE ANALYSIS
ExyLIMS # Client Sample Identification
DF09 SB 131R 0 0000
DF09 SB 131R
0005
DF09 SB 131R
0010
DF9 SB 131R
0020
DF09 SB 131B
0000
i2 DF09 DF9 DF09
SB SB SB
131B 131B 131B
0005 0010 0020
Collection
Date
8-Dec-04 8-Dec-04 8-Dec-Q4 8-Dec-04 8-Dec-04 8-Dec-04 8-Dec-04 8-Dec-04
Collection
Time
13:15 13:25 13:40 13:50 14:20 14:35 14:50 15:10
'ZSo, oSoc 1
X X
X
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
Comments 0-3 INCHES 0.5-1,0 FEET 1.0-1.5 FEET 2.0-2.5 FEET 0-3 INCHES 0.5-1.0 FEET 1.0-1.5 FEET 2.-2.5 FEET
X
X
X X X
CHAIN OF CUSTODY
Relinqyish^di^Y^
Dat
7J
Cooler ID No.:
Time
Received By:
7TZ_
Cooler Temp. (C): D ate, Time
//
Conduct Hydrometer Test if Warranted.
PROJECT REQUIREMENTS
Results Deadline: Laboratory Report Options:
Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data Other:
S1EVL.ANALVSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
ol ! u n o r n i
j/18/0S,
Sampie ID
DFQ6-SBC-133R-0-GG0
Description
% S ilt-24.7 % Clay-40.5
Sampled by: Client
Sample Location: on site
Date Sampled; 12/8/2004
wc(%)| LL PL J Pi Cc
TTL! '
Cu I D1 I D60 I D3 I 4.7 I 0 I
D10 I %Gravel %Sand
! o.o
34.8
SIEVE ANALYSIS RESULTS
Ctien: W eston Solutions Project 3M - Borings
jieischtol * aaslyjiul 8*alsnai*F,tf9JSfa3!i Location: Decatur, L
Project Number: 020504-041
%Silt I %Clay
65.2
GRAIN SIZE DISTRIBUTION
8/21/05 Report-,2003 StEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
DF06-SBC-133R-Q-0050 Sample ID
% S ilt-21.6 % Clay-47,0 Description
wc{%) LL
Sampled by: Sample Location:
Date Sampled: PL P! Cc
Client on site 12/8/2004
Cu D100 4.7
DSO D3Q D10 %Gravei %Sand 0.0 31.5
SIEVE ANALYSIS RESULTS
g e o te th n * b at f t c al m ate rials * m ir #t J
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay 68.6
F:V2004\020S04\041-W&-t\SOiL2.<3FJ
GRAIN SIZE DISTRIBUTION
4/18/05?^
COBBLES
GRAVEL
coarse
fine
j coarse
SAND
medium
fine
SfLT OR CLAY
Sample ID
DF06-S8C-133R-Q-0150
Description
% S ilt-11.6 % Clay-33.5
wc (%)
Sampled by: Sample Location:
Client on site
Date Sampled:
LL I PL I Pi I Cc
1i
1
\\\
12/8/2004 Cu j D100
I 9.5
D60 l D30
D10 I %Gravel | Y Sand | %Sili | %Clay
0.2 j 0
I 0.3 J 54.6 I
45.1
SIEVE ANALYSIS RESULTS
a a a jt is ! * ra a U rig is - eal ton rtu s U !
Client: Weston Solutions Project: 3M - Borings Location: Decatur AL Project Number: 020504-041
100 10
COBBLES
GRAVEL
coarse j fine
1 0.1
GRAIN SIZE IN MILLIMETERS
SAND
coarse j medium
fine
|
j
0.01 0.001
SILT OR CLAY
WEpOmiA^
Sample ID
DF06-S8-133R-G-G180
Description
% Silt - 7.7 % Clay - 33.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/8/2004
LL PL | PS Cc
W:WI iL
Cu D100
D60
D30
D10 %Grave! i %Sand
9.5 0.2
0.2 58.6
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
jeeUthiutai *
* afsfUU - enmoseaUl Location: Decatur, AL
Project Number. 020504-041
%SHt %Ciay 41.2
mimuilh--ilirmw--iiiw.iXfTmri--hptiiit"--'Ir'rmufwyomarni iiiiumiiiiihit
GRAIN SIZE DISTRIBUTION
r COBBLES
GRAVEL
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
SILT OR CLAY
DFQS-SBC-133R-0-02 Sample ID \
Description
% S ilt-10.2 % Clay-33.0
Sampled by: Sample Location:
Client on site
wc (%) ! LL i
Date Sampled; PL J PI I Cc
II
12/8/2004
Cu D100 I D6 I D3 I D10 %Gravel j %Sand
12.5 I 0.2 I 0 I
1.7 I 55.1
SIEVE ANALYSIS RESULTS
gsoii einmal
Jf M
analytical - satirists - esitoarnsaU'
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 02Q504-Q41
%Sift I %C!ay 43.2
^STON_LA3TCST^
U.S. SIEVE OPENING N INCHES
GRAIN SIZE DISTRIBUTION
! U.S. SIEVE NUMBERS
j
HYDROMETER
4/1 &0S Report 2003 SIEVE ANALYSIS
F;V2004\Q30S04\041 - WESTON - LAB TESTING\SOil.2.GPJ
rLAUDDDu Li Levrr)' I|
GRAVEL j
| coarse j fine
GRAIN SIZE IN MILLIMETERS
SAND coarse j medium
, fine
I j
o iu i ^ r \ u m
I i
Sample ID
DF6-SBC-133R-G-0250
Description
% S ilt-12.3 % Clay-52.0
Sampled by: Client
Sample Location: | onsite
Date Sampled: 12/8/2004
wc {%) LL PL PI Cc Cu D100
D60
D3
D10 j %Grave! ! %Sand
19 2.5 33.2
SIEVE ANALYSIS RESULTS
/ # J S r
g e o ie ih n io i * a n a ly tic a l t n a U m is e arri r o s is i t a
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay 64.3
GRAIN SIZE DISTRIBUTION
jM S O U G f^
Sample ID
DF09-SBC-131R-0-Q0G
Description
insufficient material to perform hydrometer analysis
Sampled by: Client
Sample Location: on site
Date Sampled: 12/9/2004
{%}! lT PL i PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
4.7 0.0 33.4
SIEVE ANALYSIS RESULTS
je o t itn t t a tta iy iiu l " M a te riils 'is ififS rS S ijl
Client: Weston Solutions Project: 3M - Borings Location: D ecatur AL Project Number: 020504-041
%Silt %Ciay 66.6
GRAIN SIZE DISTRIBUTION
Sample ID
DF09-SB-131R-C-0050
Description
Insufficient material to perform hydrometer analysis
Sampled by: Client
Sample Location: on site
Date Sampled: 12/9/2004
wc {%) LL PL Pi ! Cc
TFM,
Cu D100
D60
D30
D10 %Gravel %Sand
2.4 0.0 32.7
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
geemHaka! * saaptiiU aiiUhab - esviroamssui ! LOCatlOm DeCaUT, AL
I Project Number: 020504-041
%Silt %C!ay 67.3
GRAIN SIZE DISTRIBUTION
-4/18/05 Reaori:g003 SSEVE ANALYSS
F;\2004\020504\0-^ - WESTON - LAB TE STiN G tSO ilZG PJ
| GRAVEL COBBLES
j coarse j fine
GRAIN SIZE IN MILLIMETERS
SAND
coarse j medium |
fine
| j
SILT OR CLAY
Sample ID
DF0945BC-131R-0-G05Q
Description
Insufficient material for hydrometer analysis
Sampled by: Client
Sample Location: on site
Date Sampled
12/9/2004
wc (%) I LL I PL PI Cc Cu D10
D60
D30
D10 j %Gravel %Sand
4.7 0.0 38.0
SIEVE ANALYSIS RESULTS
g g B-
\ Client: Weston Solutions j Project: 3M - Borings
gsatiibru! ag! gitisi * maUriais - estrctoeesiti j Location: Decatur, AL
i Project Number: 020504-041
%Silt ! %Clay 62.0
GRAIN SIZE DISTRIBUTION
Sample ID
DF09-SBC-131R-0-0100
Description
% S ilt-21.9 % Clay-30.0
Sampled by: Sample Location:
Client on site
Date SamDled:
wc (%} ! LL PL PI
Cc
||
12/9/2004
Cu D100 | D60 D30 D' %Gravel ! %$and
2 | 0.2
0
0,0 48.1
SIEVE ANALYSIS RESULTS
j e o ie lj ii if a l * as ai yt ta t > m a te ria ls * i s m os s a ia !
Client: Weston Solutions Project: 3M - Borings Location: DeGatur, AL Project Number: 020504-041
%Silt %Ciay 51.9
F;\2Q04\C20504V041-W E- 1\S 0 1L2,GPJ
9/21/05 Report:2003 SIEVE ANALYSIS
GRAIN SIZE DISTRIBUTION
GOBBLES
GRAVEL
coarse
fine
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF09-SBCM 31R-0-150
Description
% Silt - 22,4 % Clay - 32.0
wc {%)
Sampled by: Client
Sample Location: on site
Date Sampled: 12/9/2004
LL I PL PI Cc Cu D100
D60
D30
D10 %Grave! %Sand
0.2 0.0 45.5
T .W 1
SIEVE ANALYSIS RESULTS
Client: Weston Solutions
Project: 3M - Borings
* asal-pita] iis run - envirosiseoiai j Location: Decatur, AL
I Project Number: 020504-041
SoSHt %Ciay 54.4
GRAIN SIZE DISTRIBUTION
u n t iit h ;
Sam ple ID
DF09-SBC-131R-0-0200
Description
% Silt -16.3 % Clay-46.0
Sampled by: j Client
Sam ple Location:
on site
Date Sampled: 12/9/2004
>r\wc {%)]" LL PL
cc Cu D100
D60
D30
D10 %Grave I %Sand
00
0,0 37.T
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings a n a ly tic a l * snat er ai s - rs iFOfl$&tu Location: Decatur, AL 1 Project Number: 02Q5Q4-041
%Silt %Clay
62.3
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse \ fine
SAND
coarse : medium
fine
SILT OR CLAY
Sample ID
DF09-S8C-131R-0-0250
Description
% Silt -10.0 % Clay - 42.9
Sampled by: Client
Sample Location: on site
Date Sampied: 12/9/2004
wc (%) LL PL PI ! Cc Cu D10 I D60 D30 D10 %Gravei %Sand
9.5 0.2
0.3 46.3
SIEVE ANALYSIS RESULTS
JH
$3 9 t ;h ttic a i * t s a l j t i c i i * m a ts rU U * s n m o a m e a U i
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay 52.9
- WESTON - IA 8 TESTNG\SOJL2.GPJ
4/18/05 Heport:20Q3 SEVE ANALYS
F:\2004\Q205G4\041 -WE~1'iS0!L2.GPJ
4/19/05 Report:2Q03 SIEVE ANALYSIS
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
fine
coarse
SAND
medium
fine
SILT OR CLAY
w c{%) LL
g s o liif hi) is al *
Sample ID
DF8b-SB-135R-0~OQG0a
Description
% S ilt-22,8 % Clay-49,0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/13/2004
PL PI I Cc Cu D100
D60
D30
D10 i %Gravel ! %Sand
4.7 0.0 28.2
SIEVE ANALYSIS RESULTS
ffla ie m li * environ a ia ta !
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Sit I %Clay 71.8
TO004
1 - WESTON - LAB TESTiNGlSOit2.GPJ
4/1 ^ ^ 5 R e p o r:2 0 ^ lE V E ANALYSiS
GRAIN SIZE DISTRIBUTION
Sample D
DF8b-SB-135R-0-0010
Description
% S ilt-38.7 % Clay -40.0
Sampled by: Client
Sample Location: on site
M {%)
Date Sampled: 12/13/2004
PL PI Cc Cu D100
D60
D30
D10 %Gravei %Sand
4.7 0.0 21.3
SIEVE ANALYSIS RESULTS
mm
g e o ts ih n h ia l ' a s a iy tic a l - at at s r i ^ Sa - esv ro nsi nt aI
Client: W eston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit I %Clay 78.7
GRAIN SIZE DISTRIBUTION
100
95
90
85
80
75
70
. 65
: ?
60
>CQ 55
cc lzu
50
U.3. SIEVE OPENING IN INCHES
U.S. SIEVE NUMBERS
HYDROMETER
i
[!
. ;
r I I:j
II j j
in i
1f 111 ...... ir!r;I!tri I I |j|
K 1i
1i
1 "T
1
j: jH [ T T m ^r r f f W \ M * 'Y v n .
!j \
1: 1j 1 | [
|:
j n
MM MM
! 1
i 1; !i; ;1 !i
Mil 1!
V
i I
1\ *1i1
;1 1
: I
' j "!' l H
MM
' 1i" : 1
--- - 1
LV
j!j j |N | \
si ji
1
]
'1
| l l j 1 il !
1
\ W
mi
j j !1 j ii T
3
j li i
!i\ ,, __ J X i
1 iM:i jf
!11 11 j
i jj ! 1: i
jij 1i !
Hi i
ii .
HI I i
ii lil!
;
f M k1
IN
\j
I r l\
|||
X . jl 1 j N .. i\.. i_i _
Y1
1
x , 1 j\
1' ;j \
A _ _ ..
\\ [
\
i
!
I
100
10
COBBLES
GRAVEL
coarse
fine
i UiL..
1
0.1
GRAIN SIZE IN MILLIMETERS
SAND
coarse I medium
fine
J
0.01
SILT OR CLAY
0.001
Sample ID
DF8b-SB-135R-0-0020
Description
% Silt - 27.5 % Clay - 50,0
Sampled by: Sample Location:
Client on site
Date Sampled:
wc {%} i LL 1 PL I Pi
Cc
.. I . 1.........
12/13/2004
Cu D100 I D60 i D30 | D10 | %Gravel I %Sand | %Siit %Ciay
2 0 j 0 j
j 0.0 I 22.5 j
77.5
SIEVE ANALYSIS RESULTS
w ^ w - 9* '
& M t. ? gestet Hiiital * -nsapss materlali * esif oi i iUi
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
GRAVEL
i
SAND
j COBBLES :
j
I coarse
fine [ coarse | medium j
fine
SILT OR CLAY
Sample ID
DFQ9-SB-131B-0-005
Description
% Silt - 29,3 % Ctay - 27.0
Sampled by: Citent
Sample Location; on site
Date Sampled: 12/13/2004
wc (%} j LL I PL j PI 1 Cc
FFI IL!
Cu D100
D6
D30
DIO j %Gravel j %Sand |
2 0.1 0
0.0 I 43.7 !
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
ge I e( hfii t i l ' a a a p t i u i * ffl-aienins s m o s s a ata! Location: Decatur, AL
Project Number: 020504-041
%Silt %Clay 56.3
GRAIN SIZE DISTRIBUTION
J COBBLES
GRAVEL
coarse j fine
GRAIN SIZE IN MILLIMETERS
SAND
coarse j medium
fine
SILT OR CLAY
Sample ID
DF9-SB-131 B-0-QG80
Description
% Silt - 23.0 % Clay - 42.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/13/2004
wc(%)! LL PL PI Cc Cu D100
D60
D30
D1 %Gravel I %Sand ! %Ssit j %C!ay
0.0 35.0
65.0
SIEVE ANALYSIS RESULTS
* aaai yt i< a * a is m is s m ro s ffliB ta f
Client: Weston Solutions Project 3M - Borings Location; Decatur, AL Project Number. 020504-041
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium T
fine
SILT OR CLAY
DF8b-SB-135R~0-0000b Sample ID
Description
% sut - 30.8 % Ctay - 41.5
Sampled by: Client
Sample Location: on site
Date Sampled: 12/14/2004
wc (%)
LL PL PI Cc Cu 1 D100 j D6 I D30
D10 %Gravel | %Sand
JTTTL {
9.5 0 j 0
0.6 I 27.1
SIEVE ANALYSIS RESULTS
Client: Weston Solutions
Project: 3M - Borings
p o t <f!(31; a ans i y iia i * sta le n d s - emnr em m a la ( Location: Decatur, AL Project Number: 020504-041
%Sili I %C!ay 72.3
J T O jU M m
GRAIN SIZE DISTRIBUTION
SSAIVNV 3A3IS 'e o o e w d a a S/lc/6
COBBLES
GRAVEL
coaree
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF8b-SB*135R-0*Q190
wc (%)
% Silt -14.1 % Clay - 46.0 Description
Sampled by: Client
Sample Location: on site Date Sampled: 12/14/2004
LL PL PI Cc Cu D100 4.7
D60 D30 D10 %Gravei %Sand 0.1 0.0 33.9
SIEVE ANALYSIS RESULTS
M EM
mm Mm wBwMBF
a f l i y i t a l natet * l * ea v i r o n st ai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ctay
60.1
trd O !S liO S U '3 M - W\Kt'sOZQ\!0S
F:V200^Q5C4W1-W E~1\SQiL2.GPJ
4/19/05 Report:2003 SIEVE ANALYSIS
GRAIN SIZE DISTRIBUTION
:1:WE ~ 1\S 0 1L2.GPJ ...4/19/OS Re po rt 200.3 ...SiEV E. ANALYSIS
COBBLES
GRAVEL
coarse ! fine
GRAIN SIZE IN MILLIMETERS
SAND
jcoarse medium
fine
SILT OR CLAY
Sample ID
DF14-SB-137R-G-005
Description
% Silt *44.7 % Clay-32.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/14/2005
wc (%) LL PL PI
Cc i Cu
D1
D60
D30
D10 AGravei %Sand
4.7 0.0 23.3
SIEVE ANALYSIS RESULTS
Client; Weston Solutions
& fi
Project: 3M - Borings
3tibf!ES ' s Ra! y1 f 3 *
- e nro ant at aI Location: Decatur, AL
Project Number: 020504-041
%Silt i %C!ay 75.7
F:\2004\020504\041-WE~1\SOit2.GPJ
4/19/05 Report: 2003 SE VE ANALYSIS
GRAIN S IZ E DISTRIBUTION
4/18/05 Report:2003 SiEVE ANALYSIS
"^C04\02Q504\Q41 -W E S T O N -L A B TESTNG\S0H 2.G PJ
CUOUEuBLL FL o I\
G R A\V E L
I coarse [ fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium Jj____ fine
SILT OR CLAY
Sample ID
DF14-SB-137R-0-0020
Description
% S ilt-21-2 % Clay-57,0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/14/2004
wc {%) ! LL PL | P! j Cc
rrjL| ! |
Cu ! D1Q
D60 I D3 | D10 | %Gravel j %Sand
j 19
0I
|
| 1.2
20.6
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
jsUiNnsiil * assi<aI fflimls satiroausesa! Location: Decatur, AL
Project Number: 020504-041
%Siit j %Clay 78.2
,,WEST
F.A20Q4\0?05Q4M1 - WESTON LABTEST!NG\SO!!..2.GPj
4/18/05 Report:2003 SIEVE ANALYSIS
GRAIN SIZE DISTRIBUTION
SISAIVNV
Sample ID
DF14-SB-136R-Q-Q020
Description
% S ilt-28.6 % C la y-47.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/15/2004
wc {%) LL I PL PI Cc Cu D100
D60
D30
D10 i %Gravel %Sand !
ttl
geotechultl * assf^ilca! *suUrUU * enmosiaefitai
25 0.3 24.1
SIEVE ANALYSIS RESU LTS
Client: Weston Solutions Project: 3VI - Borings Location: Decatur, AL
Project Number: 020504-041
%Si!t %Clay 75.6
GRAIN SIZE DISTRIBUTION
4/18/05 RspGrt:2G03 S IF:VE.. ANAL VS IS
- WESTON - IA 8 T STl NG\S OH.2. GPJ
Sampe iD
DF14-SB-136S-0-0005
Description
% S ilt-36.3 % Ciay - 36.5
wc {%)
Sampled by; Client
Sample Location: on site
Date Sampled: 12/14/2004
LL PL Pi Cc Cu D100
D60
D30
D10 %Gravel % Sand
4.7 0
0
0.0 27.2
SIEVE AH I U.YSS RESI! LTS
J jirV
y
r:
* aitaty1cal * fsaUftsis essmsisaaaUi
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay 72.8
11)11111.1' IIJ.I IIWiJKWWTilWUWIlM'Jl'IWIIWWf^ifciW ll'.Wl .11. i .WA
GRAIN SIZE DISTRIBUTION
W 'l Itei : HI HB
^WMJUJW. 1.1
4/18/05 Report2003 iSEVE ANAl.VS!S
COBBLES
GRAVEL
coarse
fine
coarse
SAND
medium
fine
SILT OR CLAY
I DF14-SB-136B-0-0010 Sample D
Description
% Silt - 38.9 % Clay - 44.0
Sampled by: Sample Location:
Client on site
Date Sampled: 12/14/2004
(%) LL PL PI Cc Cu D100 I2
D60 D30 D10 %Grave I %Sand
00
0.0 17.1
SIEVE ANALYSIS RESULTS
,r # '
gsotethiiial - asapial * natimls * ermrormsaia!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %C!ay 82.9
GRAIN SIZE DISTRIBUTION
U.S. SIEVE OPENING IN INCHES
*o
~ T ju 7 T r TT r r || jii I j
cn
U.S. SIEVE NUMBERS
O <D trrr* * T *
A--X
65
CD
j I |-| { I
m! j
e
\:\
j! ij
|||i| I I
I Li j
i; m
i Mil !
\
i!
HYDROMETER
!:i !
100
C O BB LES
GRAVEL
coarse
fine
i
1
0.1
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
0-01 0.001
SILT OR CLAY
Sample ID
DF14-SB-136B--Q020
Description
% S ilt-37.9 % Clay-43.5
Sampled by: Client
Sample Location: on site
Date Sampled: 12/14/2004
wc (%) LL PL Pi Cc Cu D10
D60
D30
D10 %Gravel j %Sand
4.7 0.0 18.8
SIEVE ANALYSIS RESULTS
jeoUthelsit >saiytit'i **uteriasi*8s!Vin>iisaeUi
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Ciay 81.4
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
coarse [
SAND
medium
fine
SILT OR CLAY
Sample ID
DF14-SB-137R-0-5
Description
Insufficient material for hydrometer
Sampled by: Sample Location:
Client on site
Date Sampled: 12/15/2004 PI Cc Cu D100 I D60 D30 D10 %Gravel %Sand
9.5 1.2 24.0
SIEVE ANALYSIS RESULTS
g e o t e i h f m s l anal yst <as * sai si tai s * s a i r o i i s i t s
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay 74,8
100 10
C O BB LES
GRAVEL
coarse
fine
1 0,1
GRAIN SIZE IN MILLIMETERS
|
[ coarse j
SAND m ed iu m
fine
0.01 0,001 oil. I w r\ Olm r
F;\..2..0.0..4..W..2..0.5..0.4'.\.0..4 .1.-..W..E.'.-.1\1..S..O.I .L.2..!!G"P!'.J...... .1..4./ i1lm!.9/..0..5.....R..ep.o.r.t.:.3j00mi3'. wSIEmV iE'ii.A..N..A..L.Y..S.I..S.
DF14-SBC-137R~0~0Q Sample ID
Description
% S ilt-39,2 % Ciay - 34.5
Sampled by: J Client
Sample Location: | onsite
Date Sampled: j 12/14/2004
wc {%) j LL PL PI Cc Cu D100 j D60 D30 D10 j %Grave! j %Sand
jj[
19 ! 0
0
I 2.1
24.2
SIEVE ANALYSIS RESULTS
jeo t i <hs lia !
iytitl *materials - asimoapsaUl
Client: Weston Solutions Project: 3M - Borings Location: D ecatur AL Project Number: 020504-041
%Silt %Clay
73.7
GRAIN SIZE DISTRIBUTION
4/19/05 Report: 2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
I coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF14-SBC-137R--0100
% S ilt-14.9 % Clay-47.0
Description |
wc (%} LL
Sampled by: Sample Location:
Date Sampled: PL Pi Cc
Client i onsite
12/15/2004
Cu I D100
I 19
D60 I D30 DI
D10 j %Grave! %Sand
I 14.9
23.2
SIEVE ANALYSIS RESULTS
jjaatediftUat assIjiUsl m&taciae * svnoneaia
Client: Weston Solutions Project: 3M - Borings Location; Decatur, AL Project Number: 0205Q4--Q41
% S ilt I %Clay
61.9
F:\2W4\020504\Q41-WE-1\SOtL2.GPJ
GRAIN SIZE DISTRIBUTION
4/19/05 Repoft:2Q03 SIEVE ANALYSIS
C O B B LES
GRAVEL coarse [ fine
GRAIN SIZE IN MILLIMETERS
.............
SAND
.............
I coarse
medium I
fine
I I
S IL T O R C L A Y
Sample ID
DF14-SBC-137R-GT150
Description
insufficient Material for Hydrometer
Sampled by: Client
Sample Location: on site
wc (%)
Date Sampled: 12/15/2004
PL Pi Cc Cu
D1
D60
D30
D10 %Gravel %Sand
19 0.8
20.4 28.8
SIEVE ANALYSIS RESU .TS
9* a U i W al - a n a fp u a l d ia ria - essire saertiai
Client: W eston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
50.8
il-W E-i'iSOSU.GPJ
GRAIN SIZE DISTRIBUTION
U.S. SIEVE OPENING IN INCHES
j
10 T Tl S 5
S 't- SO V 1'" f - sr> 1-- s o ; try w
U.S. SIEVE NUMBERS
O^i OOOOO
!1 'JO f - r
" j CO 'J ' f SO
I
oSo
t- '
Cvl
HYDROMETER
COBBLES
GRAVEL
fine
GRAIN SIZE IN MILLIMETERS
SAND
medium
fine
SILT OR CLAY
Sample ID
DF14-S8-136R-0-05
Description
% Silt-32.3 % Clay-36.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/15/2004
vc (%) LL i PL
Pf
Cc
Cu
D10
D60
D30
D10 %Gravel I %Sand I %Sitf j %Clay
19
3.1 23,0
68.8
SIEVE ANALYSIS RESULTS
jeotSiain ssajiUs -
- ftirosusift
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
w yoiLZG P j
C O BB LES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
S !L T O R C L A Y
IF...A..2.Q..Q.4\..G.2.0..S04\C41-WE~1IVSOIt'.!2."GP"IJ...... . I'" '4/1I9/0 .6....R.e.p.o.r.t:.2..0.0.3...S.I.EVEI"ANALYSIS D oo
Sample ID
DF14-SB-13SR~0~029G
D e s c rip tio n
insufficient material for hydrometer
Sampled by: j Client
Sample Location: onsite
Date Sampled: 12/15/2004
wc (%) i LL PL | P! | Cc | Cu
D60 D30 j D10 j %Grave! j %Sand
_____ I_____ L I _______ I . . 19
1.9 I j 17.7 j 42.8
SIEVE ANALYSIS RESULTS
WTW
JWaSSr
, f f ^.miMfse\wrWe
ge-alS ihriisai 3Al]ff*! * Esaienab * vif onmeUi
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Clay 39.7
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND
medium
fine
SILT OR CLAY
Sample ID
DE09-SB-131 R-Q-009
Description
% S ilt-40,1 % Ciay -14,0
wc (%) LL
Sampled by: Sample Location:
Date Sampled: PL Cc
1,07
Client
on site
12/8/2004
Cu D1 T
55,83
4.7
D6 D30 D10 ! %Gravel %Sand 0.1 0 0.0 45.9
SIEVE ANALYSIS RESULTS
geoieiitniial * analytical
naUfiats ensfir!mssSal
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay 54.1
-V ~ -n S O O .G P J
F :\2 0 0 -i\0 2 0 5 0 4 \0 4 1 -W E ~ 1 \S O IL 2 .G P J
4/19/05 Report:2003 SEVE ANALYSIS
U.S. SIEVE OPENING IN INCHES
GRAIN SIZE DISTRIBUTION
j U.S. SIEVE NUMBERS
I
HYDROMETER
s 'iS A iv N v 3 ahi is eoosWay so,'GTM T Yitosu-:
GRAVEL COBBLES
j coarse j fine
j SAND
j coarse j medium j
fine
SILT OR CLAY
Sample ID
DF09-SB-131R-0-0010
Description
% S ilt-41.3 % Clay-34.5
Sampled by: Client
Sample Location: on site
Date Sampled
12/8/2004
wc {%)] LL j PL ! Pi Cc Cu I D100 T D60 D30 D10 ! %Gravel ! %Sand j
TTL
0.0 24.2
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project; 3M - Borings
jeoUthniia analyilcsi - suiemls envireamsaisl Location: Decatur, AL
Project Number: 020504-041
%Siit j %Clay 75.8
G R A IN SIZE DISTRIBUTION
StSA W N V 3A3S rE ^ g - W ' S S " ^ " ^ O S ^ N t l ^ I V I ' B
COBBLES
GRAVEL
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF09-SB-131R--0020
Description
% S ilt-22,3 % Clay-49.0
Sampled by: Sample Location:
Client on site
Date Sampled: 12/8/2004
vw c (%) LL PL PI
Cc " r Cu ; D100 I D60
D30
D10 I %Gravel %Sand
0,0 28.7
SIEVE ANALYSIS RESULTS
| Client: Weston Solutions j Project: 3M - Borings j s o t e i f c n u a l * s n s i j m a i a t a i s r i s l s * e s v i r e s s ! e s i a l j Location: DCatUr, AL ________________________________________ j Project Number: 020504-041
% S i!t
% C lay
71.3
" ' [:
GRAIN SIZE DISTRIBUTION
4/19/05 fteporl:20Q3 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse j
SAND
m ed iu m
fine
SILT OR CLAY
Sample ID
DF09-SB-1318-0-0000
Description
%S ilt-28.9 % Clay-25.0
Sampled by: Sample Location;
Client on site
Date Sampled: 12/8/2004
wc (%) LL I PL I PI JI
Cc Cu I D1G i I2
D60 I D30 I D1 I %Gravel I %Sand | %Silt | %Ciay
0.2 l 0 I
I 0.0 I 45.1 I
54.9
SIEVE ANALYSIS RESULTS
in m a i
Ia s s is tita ! * m a te ria ls * e a m o s s n e a ta
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
^ 0 04\0205041041-W EM tSQttg.G PJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse j fine
GRAIN SIZE IN MILLIMETERS
SAND
coarse j medium j
fine
j
j j
vp-mH
y
Ll
QD
v ji\
pO
iL
/tv
r\T
Sample ID
DF09-SB-1318-0-0050
Description
% S ilt-25.0 % Clay-43.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/8/2004
wc (%) LL ! PL
Cc Cu D100 l D60 D30 D10 %Gravel %Sand
j
2 J0
0
0.0 32.0
SIEVE ANALYSIS RESU LTS
JmBr WM WMMmmmm
jesUchsiol - assistita! materials en^iroafflesta!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt I %Clay 68.0
U.S. SIEVE. OPENING IN INCHES
GRAIN SIZE DISTRIBUTION
U.S. SIEVE NUMBERS
HYDROMETER
4/19/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
m ed iu m
fine
SILT OR CLAY
Sample ID
DF9-SB-131B-Q-0010
Description
% Silt -29.1 % Ciay 45.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/8/2004
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel j %Sand
0.0 25.9
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings got e U ifi l a & a ljiiiU * a u U ria U e im ro i s e n ta j Location: Decatur, AL | Project Number: 020504-041
%Silt %Clay 74.1
.1-WK~-nS0it.2.GPJ
GRAIN SIZE DISTRIBUTION
4/19/OS Repori:2003 SIEVE ANALYSIS
F:\20Q4\020504W 1-WE~1\S0il..2.GP.J
Sample ID
DF09-SB-131B-O-0G2
Description
% Silt - 23.4 % Clay - 46.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/8/2004
wc (%) LL PL PI Cc
TTL
Cu D100
D60
D30
D10 %Gravei %Sand
4.7 0.0 30.6
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
g e o U t h t n i i l * a s U p i f U materials * sassrosssiutal Location: Decatur, AL
Project Number: 020504-041
%Si!t %CSay 69,4
