Document rYE470Djywj29jdGRqqyzEeG
310 Bos Sfregi Dacotur. Aiabsma 35601 256.353,2910 tele 256.353.3944 fax www.TTLfNC.com
iSSrSS^t? 5!33l^S^^?SS!i5S:P,
g e o t e c h n i c a l * a n a l y t i c a l * m a t e r i a l s * e n v i r o n m e n t a l ------------ --...............................................
Decatur. Florence . Montgomery . Tuscaloosa ALABAMA Albany, Valdosta GEORGIA
TRANSMITTAL
TO: Weston Solutions, inc.____________ DATE:
August 5. 2005______
1625 Pumohrev Ave_____________ TTL JOB NUMBER:
020504-041
Auburn. AL 36832_______________ ATTN:
Mr. Tim Frinak________
PROJECT:
Reference No. 02181-129-081-0001
_______________ Decatur. AL____________________
WE ARE SENDING YOU:
0
H E R E W ITH UNDER SEPARATE COVER
7 Grain Size Distributions and 71 Grain Size Distribution with Hydrometers for samples listed on Weston Sofutions Chain of Custody / Analysis Request Form dated 01/19/05 (copy attached)
REMARKS:
TTL, Inc.
Oscar M. Gay,
F:\2G04\Q20504\041 - Weston - Lab Testi ngIDecember 2004 - tabwork',(03) 01-19-05 Chain of Custody 78 samptes\3rd TRN - T.Frinak.wpd
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
Sampler:
E. Caldwell, B. McCanless 256-552-6189
Project Manager: Jai Kesart email: i.kesariiS)westonsolutions.com
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
P.O. #; Quotation #:
ANALYSES REQUESTED
<1> GJ *80
SAMPLE ANALYSIS
ExyUMS U
Client Sample identification
DLOl S8 327R 0 0000
DLOl SB 327R
0005
DLOl SB 327R
0020
DLOl SB 327R
0050
DLOl SB 327R
0150
Collection
Date
14-Jan~05 14-Jan-05 14-Jan-05 14~Jan~05 14-Jan-05
Collection
Time
8:15 8:25 8:35 9:10 10:00
X X
3ooE. O1co2
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL
Comments
X X
X
CHAIN OF CUSTODY
ReIin qu is f ^ F B y ^
JDate
---- ^ -------------------------- y f e s 1 //
Cooler ID No.:
Time
Received By:
'T T -'L .
Cooler Temp. (C):
Date Time "/ tf<20,
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 P"II I,1of I/n/*
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 erneail: i.kesariwestonsoIutons.conrt
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
E. Caldwell, B, McCanless 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
Collection Collection
ExyLIMS # [Client Sample Identification^
Date
Time
DLOI : SB 3 1 7 L 0 0000 13-Jan-05 7:35 X
DLOI SB \ 317L 0 0005 13-Jan~05 7:45 X
DLOI ; SB I 317L 0 0020 13-Jan-0 5
ki 4 ____
DLOI SB I 317L ,z 0050 13-Jan-05
7:55 10:25
X X
DLOI SB \ JT17L 0 0290 13-Jan-05 12:10 X
DLOI SB 320L 0 0000 13-Jan-05 13:40 X
DLOI SB 320L 0 0005 13-Jan-05 13:45 X
DLOI SB 320L i 0 0020 13-Jan-05 13:50 X
DLOI SB 320L 10 0050 13-Jan-05 ! 14:35 : X
Sample
Matrix j 1 SOIL 1 SOIL 1 SOIL
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL
CHAIN OF CUSTODY
R e t i n ^ h g a j ^ ..... Date
----- Scm--T- I A '.s& c?
Cooler ID No.:
Time
i*fod
Received By: ...............
Cooler Temp. (C):
Date Time
I'lOO
Conduct Hydrometer Test if Warranted.
Comments
X X X
X X __ J X1 "x l 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 3 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 em<sii: i.kesan(5)westonsolutons,conr\
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler,
E. Caldwell, B. McCanless 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS# Client Sample Identification DLOI SB 32L _0_ 0170
Collection Date
13-Jan-05
Collection Time
15:30 J L
DLOI SB 32L JL 0290 13-Jan-05 16:10 ~
Sample Matrix
1 SOIL
1 SOIL
Comments
X X
1 --j
______i
CHAIN OF CUSTODY
Cooler ID No.
Time
Received By:
}$ o O
~TTl .
i
Cooler Temp, (C): Date, Time '/Y
Conduct Hydrometer Test if Warranted.
___ I ___ PROJECT REQUIREMENTS
Results Deadline: Laboratory Report Options:
Sample Results Only Add Case Narrative Add Quality Control Summary Add Calibration Summary Add Raw Data Other:
3
? 0 I
Q 0
J>
A U
f
v
A
nL
a
n!
3!
D I 5
3
3
p
JD
Co :|
CHAIN OF CUSTODY / ANALYSIS REQUEST FORM
Tuscaloosa Testing Laboratory T: 256-353-2910
PAGE
Lf o f f
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 eniiail: i.kesariSiwestonsolutions.corrl
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
E. Caldwell, B. McCanSess 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS # Client Sample Identification
DBKG SB 001B 0 0000
DBKG SB 001B 0 0005
........... ...... DBKG SB
ifc.... ....... -> DBKG SB
DBKG SB
001B 001B 001B
0 0010 0 0020 0 0050
DBKG SB 001B 0 0230
Collection
| Date 12-Jan~05 12-Jan-05 12-Jan-05 12-Jan-05 12-Jan-05 12-Jan-05
Collection
Time
10:10 10:15 10:20 10:30 10:50 12:35
X X X X X X
e0e oo. o*cojs
1
1 1
1
1 1
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL
DBKG SBC DBKG SBC DBKG SBC
001B 001B 001B
0 0000 12-Jan-05 0 0050 12-Jan-05 0 0100 12-Jan-05
10:55 11:15 11:35
X1 X1 X1
SOIL SOIL SOIL
CHAIN OF CUSTODY
Relinquished
is ..
Date ^/
Cooler ID No.:
Time
/f 6
Received By:
~T~U
Cooler Temp. {C}: Date Time
Conduct Hydrometer Test if Warranted.
Comments
X X X X X X
X X X PROJECT REQUIREMENTS
Results Deadline:
Laboratory Report Options: Sample Results Only
d 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
o f
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 erraail: i.kesari0)westonsolutions,corrl
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQU...E...S]TED
Sampler:
E. Caldwell, B. McCanless 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
_ _ _ _ _ I Collection Collection
ExyLIMS # Client Sample Identification
Date
Time
DBKG SB 001B 0 r 0150 12-Jan~05 12:00
X
DBKG SB 001B 0 0200 12-Jan-05 12:40
X
DLOi SB 31GR 0 0000 12-Jan-Q5 13:55 " xH
DLOI SB 310R 0 0005 12-Jan-05 14:50 X
DLOi SB DLOI SB
310R 0 0020 13-Jan-05 8:20 X
31 OR 0 0050 12-Jan-05 14:25 i t
% DLOI SB 310R 0 0370 12-Jan-05 16:35 X
1 1 1 1 1 1 1
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL SOIL
|
Comments
X X X X X X X
i Ij
CHAIN OF CUSTODY
Relinquj&tfedjly:
Date
..........
//
Cooler ID No.:
Time
Received By:
T T 2-,
Cooler Temp. (C):
Date Time
/f//?//>.r:
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 f{
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 emtii: i.kesariOiwestonsolutfons.corrt
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
E. Caldwell, B. McCanless 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
Collection Coliection
Sample
ExyLIMS # Client Sample Identification
Date
Time
Matrix
DLOl ! SB 220R 0 0000 11-Jan-05 12:15 X
1 SOIL
DLOI SB 220R 0 0005 11-Jan-05 12:25 X
1 SOIL
DLOl SB 220R 0 0020 11-Jan-05 13:45 X
1 SOIL
DLOI SB 220R 0 0050 11-Jan-05 13:50 X
1 SOIL
DLOl SB 220R 0 0170 11-Jan~05 14:45 X
1 SOIL
DLOI SB 220L 0 0000 11-Jan-5 12:45 X
1 SOIL
DLOI SB 220L 0 0005 11-Jan~Q5 13:00 X
1 SOIL
DLOI SB 220L 0 0020 11-Jan-05 15:15 X
1 SOIL
DLOI SB 220L 0 0050 11 -Jan-05 15:25 X ' 1
SOIL
DLOl SB 220L I 0 0070 11-Jan-05 15:40 X
1 SOIL
Comments
X
_XxjI
X X X X X Xi 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 7 of fj_
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 Kcsari emsli: i.kesariSwestonsolutions.conr\
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
I
E. Caldwell, B. McCanless 256-552-6189
P.O. #: Quotation #:
SAMPLE ANALYSIS
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
ExyLIMS #
Collection
(Client Sample Identification | | Date DLOI SB 226R 0 0000 11-Jan-5 DLOI SB 226R 0 0005 11 -Jan-5 DLOI SB 226R 0 0020 11~Jan~5 DLOI SB 226R 0 0050 11-Jan-05 DLOI SB 226R 0 0180 11-Jan-05 DLOI SB 226L 0 0000 11-Jan-05 DLOI SB 226L 0 0005 11-Jan-05 DLOI SB 226L 0 0020 ^ 1 1-Jan-05 DLOI SB 226L : 0 0050 11-Jan-05 DLOI SB ; 226L 0 0170 11 -Jan-05
Collection
Time
8:00 8:10 8:15 8:20 9:10 10:05 10:20 9:45 9:50 10:40
X1 X1 X1 X1 X1 X1 X1 X1 X 1i X ___ i 1
Sample
Matrix
SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL SOIL
.....
CHAIN OF CUSTODY
Re nq uis
Isf .
D,ate
Cooler ID No.:
Cooler Temp. (C):
Time
7&d>
Received By:______ pate Time
'rri- ///f/aS"" /!/&) //
Conduct Hydrometer Test if Warranted.
Comments X X X X X X
...... -................... X X X X
" "1
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 1:258-353-2910
PAGE T o f / /
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<li; i.kesariiSJwestonsoiutions.con:l
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 ] DF14 SB 136B 0 0050 DF14 SB 136B 0 0290 DF8b SB 134R 0 0000 DF8b SB 134R 0 0005 DF8b SB 134R 0 0010 DF8b SB 134R 0 0020
Collection
Date
16~Dec-04 16-Dec-04 16-Dec-04 16-Dec-04 16-Dec-04 16-Dec-04
Collection
Time
13:40 14:25 15:05 15:15 15:20 15:35
X X X X X X
Sample
Matrix
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL
Comments
X X X X X X
__
CHAIN OF CUSTODY
Cooler ID No.:
[ Relinquished By>
Date Time
z " " * ' . > 2 : ^ ' ..... ///?/#< /
I */
Received By:
TTL. I .
1
Cooler Temp. (C): Date Tin
//
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 I : 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 Kasan emrail: i.kesariiE&westonsolutions.corrl
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
Client Sample Identification
] Date
Time
DF8b SB 134R 0 0050 17-Dec-04 8:45 X
1
DF8b SBC 134R 0 0000 17-Dec-04 8:50
X1
-BFBb-
-- B 4 R -- --ermo--4 ? "Boo 04 --
~x- --4 --
DF8b SBC 134R 0 0050 17-Dec-04 9:10
X1
DF8b SBC 134R 0 0100 17-Dec-G4 9:15
X1
DF8b SBC 134R 0 0150 17-Dec-04 9:30
X1
DF8b SBC 134R 0 0200 17-Dec-04 9:50
X1
DF8b SB 134R 0 0270 17-Dec-04 9:55 I T
1
DF8b SBC 134R 0 0250 17-Dec-04 10:00
X1
Sample Matrix
SOIL SOIL
SOIL SOIL SOIL SOIL SOIL SOIL
L .................. Comments X X
`-- ^/ ------`-- ------- -O'H'-- X X X X X X
CHAIN OF CUSTODY
Cooler ID No.:
Reltrxqui^h|?d
Date, Time
/ / / ? X r /f oO
Received By;
-rT'L.
Cooler Temp. (C): Date Time
/y
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 / n 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 emrail: i.kesariiwestonsolutions.corr1
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
I Frinak, A Murphy 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No, of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS #
Client Sample Identification |
DF8b SB 134B 0 0000
DF8b SB DF8b vQOD
134B 0 0005 134B 0 0010
DF8b SB 134B 0 0020
DF9 SB 13R 0 0000
-DF09 SB 130R 0 0005
DF0 SB 130R 0 0010
OF09 SB 130R 0 0020
Collection
\ Date
20-Dec-04 20-Dec-04
20-Dec-04 20~Dec~G4
20-Dec-04 20-Dec-04 20-Dec-04 2O-D0C-O4
Collection
Time
13:45 13:55 14:10 14:25 16:00 16:10 16:25 16:35
X X X X X X X X
Sample
Matrix
1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL 1 SOIL
_j
CHAIN OF CUSTODY
j------- .Rg-e..l.i.n..q..j.y..--shdLByx^
Date
j X ^x
j
Cooler ID No.
Time
Received By:
rrx
Conduct Hydrometer Test if Warranted.
Cooler Temp. (C):
Date Tme
f/zr /fao
//
Comments
X X X X X ..... 1 X X
X! :
i1 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 I : 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 em<ail: i.kesariiEBwestonsoiutions.corri
Project Name: Reference No:
Decatur, Alabama 02181-129-081-0001
ANALYSES REQUESTED
Sampler:
T Frinak, A Murphy 256-552-6189
P.O. #: Quotation #:
Grab Sample Composite No. of Containers
Grain Size with Hydrometer
SAMPLE ANALYSIS
ExyLIMS #
Client Sample Identification DF8b SB 134B 0 0050 DF8b SB 134B 0 0090
Collection
| Date 21-Dec-04 21-Dec-04
Collection
Time
8:45 9:00
X X
DF0 SB DF09 SB
130R 0 0050 21-Dec-04 14:20 X 130R 0 0150 21-Dec-04 14:50 X
Sample Matrix
1 SOIL 1 SOIL
1 SOIL 1 SOIL
Comments
X X
"x~ X
CHAIN OF CUSTODY
R eiinquishect^^
Date
CoolerlDNo.;
Time
Received By:
........... - t t l - .
CooierTemp. <C); Date 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:
GRAIN SIZE DISTRIBUTION
SISVNV 3A31S SOOe^ocJay go/WS
rd O 'e ifO S U ~3 M nfO \W S O ZO \W O ? \y
Sample ID
DLOI-SB-327R-O-0QO
Description
Insufficient material for hydrometer
Sampled by: Client
Sample Location: on site
Date Sampled; 1/14/2005
wc {%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
5.18 97.18
25
10
2.3 0.1 58.8 32.0
SIEVE ANALYSIS RESULTS
g eotecnica! - anaEftical - antenati * eunon b nt sI
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Clay
9.3
GRAIN SIZE DISTRIBUTION
8/4/05 Reoit 23 StEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
wc (%) LL
Description
Sampled by: Sample Location:
Date Sampled: PL PI Cc
geoUchoical - aaaI yH ( ai * materials
DLOI-SB-327R-O-0OO5
Insufficient material for hydrometer
Client
onsite
1/14/2005
Cu D10
D60
D30
D10 %Gravel %Sand
25 4.2 0.3
37.8 41.3
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
20.9
F:\2004\020504\041-WE~1\SiL2,GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Report;2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SwA N D medium
......... .........II fine j
cm T r>i A v
Sample ID
DLOI-SB-327R-0-002
Description
% S ilt-45.2 - % Clay -31,0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/14/200$
wc <%) LL PL PI Cc Cu D10
D60
D30
D10 %Grave! %Sand
12.5 1.0 22.8
SIEVE ANALYSIS RESULTS
geoUthimal a ia iy ik a i materials - ermrogmenUl
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
76.2
F:\2004\02Q5Q4\041-WE-1\SQiL2.GPJ
GRAIN SIZE DISTRIBUTION
SSA1YNV 3A3IS E O O zW S0IW8
COBBLES
GRAVEL coarse j fine
GRAIN SIZE IN MILLIMETERS
SAN D _____ ______ J
coarse j medium
fine j
on T r\D m a v
Sample ID
DLOI-SB-327R-0-050
Description
% S ilt-28.7 - % Clay-31.0
Sampled by; Client
Sample Location: onsite
Date Sampled; 1/14/2005
wc {%) LL PL PI Cc Cu D10
D6
D3
D10 %Gravel %Sand
12.5 0.1
3.6 38.8
SIEVE ANALYSIS RESULTS
fjeoic-cftrma! - 3 ai f t i <aE mate ria ls e r m r o n m e r tU !
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay
59.7
rd071iO s ~3N i'lW W S020^00W J
GRAIN SIZE DISTRIBUTION
| COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND_ ___ ____ J
coarse j medium
fine I
cu T o o r'i av VJ L" ' Wi v wt~r
Sample ID
DLOI-S8-327R-0-O150
Description
% Silt - 8,0 - % Clay - 34.5
wc (%)
Sampled by: Sample Location:
Date Sampled: LL 1 PL PI Cc
1
Client onsite 1/14/2005
Cu D100
19
D60 D30 D10 %Gravel %Sand
0.3 6.9 50.5
SIEVE ANALYSIS RESULTS
g e o U f h i m a l a n a l ; ! i t a f mate rial s * eRvircftmentsl
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
42.5
TO004\205^
GRAIN SIZE DISTRIBUTION
7/22/05 Report;2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND i
medium j
fine
SILT OR CLAY
Sample ID
DLOI-S8-317L-0-00
Description
% Silt - 8.4 % Clay - 5.5
wc (%) LL
Sampled by: Sample Location:
Date Sampled: PL P! Cc
0.61
Client
onsite
1/13/2005
Cu D100
93.74
19
D6 D30 D10 %Gravel %Sand
3.9 0,3
37.9 48.2
SIEVE ANALYSIS RESULTS
t je o U t lm o i aRaI y f caI * at a eri ai s * 9rl(0m ntai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
13.9
F:\20Q4\020504V041-WE~nSOiL2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse j medium j
fine
SILT OR CLAY
Sample ID
DLO-SB-317L--0OO5
Description
% Silt - 27.6 % Clay - 20.5
wc (%)
Sampled by: Client
Sample Location; onsite
Date Sampled: 1/13/2005
LL jTMPL j Pi i C c ~ Cu j D100
III
19
D60 D3 D10 %Gravei J %Sand
0.2 0
11.1 40.7
SIEVE ANALYSIS RESULTS
geoi thaii a:
aRa1?t i ( af - rj at en a1s * e-ntmnnuata;
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Sit %Ciay
48.1
F;\20Q4V020504\041-WE~-nSO(L2.GPJ
GRAIN SIZE DISTRIBUTION
F;\2004\02Q504\041-WE~1\$ Q112.GPJ 7/22/05 Report:2003 SEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE iN MILLIMETERS
I
I coarse
SAND medium j
fine
SILT OR CLAY
Sample ID
DL0-SB-317L-O-OO2O
Description
% Silt -16,5 % Clay - 39.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/13/2005
wc (%} LL PL PI Cc Cu D10
D60
D30
D10 %Gravel %Sand
19 0,1
3.4 40-6
SIEVE ANALYSIS RESULTS
geotechnical * attalentai * materials - environmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt j %Clay
56.0
GRAIN SIZE DISTRIBUTION
7/21/05 RetJort:203 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-317L*G-Q050
Description
% Silt -15.9 % Clay - 24.0
Sampled by: Client
Sample Location: onsite
wc (%) LL
Date Sampled: PL I Pi Cc
1/13/2005
Cu I D100
I 12.5
D60 I D30
0.3 I 0
D10 j %Gravel %Sand
I 4.9
55,2
SIEVE ANALYSIS RESULTS
geo Ucfe nit ai
anaIyfi cai materials * gnmoameaUi
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt j %Clay
39.9
F:\2Q04\Q20504\41-WE~1\SOIL2,GPJ
GRAIN SIZE DISTRIBUTION
7/21/D5 Report:2003 SEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium j
fine
SILT OR CLAY
Sample ID
DLOi-SB-317L-0-029
Description
% S ilt-15.2 % Clay -25.1
Sampled by; Sample Location;
Client onsite
Date Sampled: 1/13/2005
wc{%) LL PL pi Cc Cu D1
D6
D3
D10 %Gravel I %Sand
19 0.4
4.3 55.4
SIEVE ANALYSIS RESULTS
f j e o t c i b r m a i anal yt i cal - ma U f i a l i - ei t vi r onmeni ai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt ; %Clay
40.3
F:\2004\Q205Q4\Q41-WE~1\SQ1I2.GPJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAN D _________ j
medium
fine I
Oli X HD m AV
^ 1'
Sample ID
DLOI-SB-32L-0-0O00
Description
% Silt - 2S. - % Clay - 24.8
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/13/2005
wc (%)! llT PL PI Cc Cu D100
D6
D30
D10 I %Gravel %Sand
19 0.2
5.4 44.8
SIEVE ANALYSIS RESULTS
g s e U i h n u a l atuSyiica! - w a U f i a U * sivironraesta!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Ciay
49.8
GRAIN SIZE DISTRIBUTION
I GRAVEL COBBLES J coarse j fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-320L-0-0005
Description
% Silt -17,2 % Clay - 24.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/13/2005
wc (%) LL PL Pi Cc Cu D100
D60
D30
D10 %Grave! i %Sand
25 0.3
8.7 50.0
T .M L ife r
ge oU ih fma i anaI ^! i cat tnaieriais * envircsraeflli
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%SiIt %Ciay
41.2
GRAIN SIZE DISTRIBUTION
8/4/05 Reports003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium j
fine
SILT OR CLAY
Sample ID
DLOI-SB-320L-0-0020
Description
% Silt *21,0 % C la y -39.5
Sampled by: Client
Sample Location: on site
Date Sampled; 1/13/2005
wc (%) LL PL Pi Cc Cu D10
D60
D30
D10 %Gravef %Sand
12.5 0.1
2.1 37.4
SIEVE ANALYSIS RESULTS
geoUdtuicai - aa afj I i i at - mai n 9U * sfivnomenta!
Client: Weston Solutions Project: 3M * Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Ciay
60.5
F:\2004\020504\04i-WE~ 1\SQ112.GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Reoort:2Q03 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAiN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLI-SB-320L--Q05Q
Description
Insufficient material for hydrometer
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/13/2005
wc{%) LL PL PI Cc Cu D100
D6
D30
D10 %Gravel %Sand
9.5 0.2 38.5
SIEVE ANALYSIS RESULTS
/f
geoU-thnica! anai y i i f ai tti at t a! - envifenm enial
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
61.3
F:\2Q04\020504\041-WE~1VSQit2.GFJ
GRAIN SIZE DISTRIBUTION
8/4/05 Reoort:2003 SSEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-320L--017Q
Description
% S ilt-15,9 - % C lay-29,9
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/13/2005
wc {%) LL PL PI Cc Cu D10
D60
D30
D10 %Gravel %Sand
19 0,2
6,3 47.9
SIEVE ANALYSIS RESULTS
j e e U d m t a i * a n a ijlita l a! eti as * envirenmenioi
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
45,8
F:\2004\02D504\041-V\~1\S0IL2.GPJ
GRAIN SIZE DISTRIBUTION
7/21/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse j medium j
fine
SILT OR CLAY
Sample ID
DLOI-SB-320L--0-290
Description
% S ilt-23.9 % Clay-12.9
wc (%) LL
Sampled by:
Sample Location:
Date Sampled:
PL pi
Cc
Client onsite 1/13/2005
Cu D100
25
D6 D3 D10 %Gravel %Sand
0.3 0.1
8.9 55.1
SIEVE ANALYSIS RESULTS
V / -o '
bni( l * a n s ly iita t * materials - eitvirsttm ena!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
35.9
F:\2QQ4\CI205Q4\041-WE-1\SOiL2.GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2Q03 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DBKG-SB-001B-0-0
Description
% SHt - 39.5 - % Clay -17.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/12/2005
wc {%) LL PL PI Cc Cu D10
D6
D30
D10 %Gravel %Sand
19 0.1
3.9 39.2
SIEVE ANALYSIS RESULTS
geoUctifmal - a
A fL'S
yf i {I * irtolerials environmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number; 020504-041
%Silt %Clay 57.0
F:\2QQ4\Q2G504\041-WE~t\SOit2.GFJ
GRAIN SIZE DISTRIBUTION
8/4/Q5 Rgpoft:2003 SIEVE ANALYSiS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse | medium
fine
SILT OR CLAY
Sample ID
DBKG-S8-001B-0-0O5
Description
% S ilt-34.3 - % Clay-17.0
Sampled by: Sample Location:
Client onsite
Date Sampled;
wc (%) ! LL I PL PI Cc
II
0.57
1/12/2005
Cu D10
85.93
12.5
D60 D3 D10 %Gravei %Sand
0.2 0
0 1.6 47.1
SIEVE ANALYSIS RESULTS
geoUchtiica!
awmW aJr? Sir.K-.iff ansi (tal maleriaIs - environmental
C lient Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
51.3
F:\2004\Q20504\041-WE-1\SQIL2,GPJ
GRAIN SIZE DISTRIBUTION
SiSAIVNV 3A3IS
got i m
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE N MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DBKG-SB-0018*0*0010
Description
% Silt - 23.9 - % Clay - 21.0
Sampled by: Client
Sample Location: ortsite
Date Sampled: 1/12/2005
wc {%) LL PL Pi Cc Cu D100
D60
D3Q
D10 %Grave! %Sand
19 0,3
0
I 10,1
45.0
TTL
geo iet N i t al , asa!yi<3 l * a U f a b e i m o f l menta!
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3IS/I - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
44,9
fdO'SlIOSU-aMnWPOSOZQWOcVd
GRAIN SIZE DISTRIBUTION
9/21/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
DBKG-SB-Q1B--02Q
Sample !D
Description
% Silt - 20.9 - % Clay - 2S.5
Sampled by; Client
Sample Location; onsite
Date Sampled: 1/12/2005
wc (%) LL PL PI Cc Cu D1 D60 D30 D1 ! %Gravel %Sand
19 0.3
7.1 46.5
WWW
Jw j j W
gettile halial analytical malt fis i* eniifcnrafcniii
SIEVE ANALYSIS RESULTS
Client; Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Clay
46.4
F:\2004\020aJ4\041-WE~1VSQjL2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report.2003 SSEVE ANALYSIS
COBBLES
GRAVEL
coarse
ftne
GRAIN SIZE IN MILLIMETERS
SAND coarse | medium
fine
SILT OR CLAY
Sample ID
D8KG-SB-018-0-0050
Description
% Silt - 9.6 % Clay - 24.9
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/12/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
19 24.3 41.1
SIEVE ANALYSIS RESULTS
ae cU d tr m a l - ana! yl i t i ! - materials * SBifaswitita l
Client: Weston Solutions Project: 3M - Borings Location; Decatur, AL Project Number: 020504-041
%Silt %Clay
34.5
F:V20Q4\02Q504W1 -WE-US0IL2.GP j
GRAIN SIZE DISTRIBUTION
U.S, SIEVE OPENING IN INCHES
U.S. SIEVE NUMBERS
100 " 1 --
(O Cvi 00
T r r *N J I r
--P"TT T
r~ | ^ j
95
90 \
85 80 '4,H.1 75 .
70
65
X 2 60
LU
<:
s>mr 55
uzi 50
h. 45
HI
CC 40 Hi
CL
35
30
25
20
15
10
5 0
100
10
1 0.1
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
HYDROMETER
N s .^
0.01 0.0 SILT OR C LAY
--SS--S1VNV 3A31S--i'0i05'4JimOdsy ..s.o./Wbi--S fd 0 `Z1I0SUIm~3--M`lt'--0\t'0S0--20\P002\'dI
Sample ID
D8KG-SB-QQ1B-0-0230
Description
% S ilt-15.9 - % Clay - 5.0
wc (%) LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
Client onsite 1/12/2005
Cu j D100 j 19
D60 I D30 I D10
0I
I
%Grave! | %Sand 7,0 j 27.1
SIEVE ANALYSIS RESULTS
geoUcttfiicai * ai h I t R s! * s a i s r i i l s * e n m o f i f f i t n i H
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
$5.9
GRAIN SIZE DISTRIBUTION
8/4/05 Report;2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE (N MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DBKG-SBC-001B-0-0000
Description
% S ilt-18.1 % C lay-28.0
Sampled by: Sample Location:
Client onsite
wc(%)| LL !
Date Sampled: PL PI ! Cc
I
1/12/2005
Cu I D100 I D6
D30 J D10 I %Gravel %Sand
I 19 | 0.3
0I
8.0
45.8
SIEVE ANALYSIS RESULTS
geoiethaitai
attapinai * materials crmjintreentai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay 46.1
F;\2004'i02QS04\04-W ~t \$ Q112.GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Report:2003 SIEVE ANAL.YSjS
COBBLES
GRAVEL coarse | fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
wc{%) LL
Description
Sampled by: Sample Location:
Date Sampled: PL PI Cc
geo t e t b r u t a l * anaI f t <aI - t tsaUf i af s -
DBKG-SBC-001B-0-0050
% Silt -16.4 % Clay -19.0
Client
onsite 1/12/2005
Cu D100 19
D60 D30 D10 %Grave! %Sand I %Silt %Clay
0-9
20.8 43.T
35.4
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
F:\2004\02Q504\041-WE~tiS0iL2.GPJ
GRAIN SIZE DISTRIBUTION
FA2004D205041041-W~ 1\SOit2.GPJ 7/21/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fne
GRAIN SIZE IN MILLIMETERS
| coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DBKG-SBC-001B-0-0100
Description
% Silt -7.2 % Clay - 29,0
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/12/2005
wc {%) LL l PL PI Cc Cu D100
D6
D30
D10 %Gravel ! %Sand
19 0.5
15.2 48.7
SIEVE ANALYSIS RESULTS
.a geoUtrma! - aa Uysica! - materials * enlrc^reentat
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
36.2
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL coarse j fine
GRAIN SIZE IN MILLIMETERS
SAND coarse j medium
fine
SILT OR CLAY
Sample ID
DBKG-SBC-Q1B-0-0150
Description
% sut - 9.5 % Ciay - 28.0
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/12/2005
wc (%) i LL PL PI Cc Cu D100
D60
D30
D10 %Grave! | %Sand j %Si!t %Ciay
19 0.4
10.9 51.6
37,5
SIEVE ANALYSIS RESULTS
$ j Client; Weston Solutions
J V -Cfr
I Project: 3M - Borings
je aU th a it al *tta!|fti<al materials eeiisansienul Location i DeCStf, AL
Project Number; 020504-041
GRAIN SIZE DISTRIBUTION
7/22/05 Repoft:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND coarse j medium j
fine
SILT OR CLAY
Sample ID
DBKG-SBC-001B-0-0200
Description
% S ilt-10.8 % Ciay - 42.0
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/12/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
25 0.1
9.7 37,5
SIEVE ANALYSIS RESULTS
m
g e o t t h n i t a P - a fi a ! ! i t al - mat er i al s - en v i r o n me n t a l
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt j %CIay
52.8
F:\2Q04W20504W1-WE~-1\SOiL2.GPJ
GRAIN SIZE DISTRIBUTION
F:\2004\020504\041^-WE~1\1SOIIi2.G_ iP|J"--... 7/22/05 Re0ort:2OO3 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
I I coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DL01-S8-310R--000
Description
Insufficient material for hydrometer
wc (%) LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
19.53
Client
onsite
1/12/2005
Cu D100
191.32
25
D6 D3 D10 %Gravei %Sand !
11.1 3.6
68.1 21.3
SIEVE ANALYSIS RESULTS
%Silt %C!ay
10.6
gd i e t i m ( a( analjfticai materiats envi ronmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
GRAIN SIZE DISTRIBUTION
SSA1VNV 3A3IS COOS'-MOdsy SOS Z Z l
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLO-SB-310R-0-0005
Description
% Silt -17.5 % Clay - 32.5
wc (%) LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
Client onsite 1/12/2005
Cu D100
19
D60 D30 I D10 I %Gravei j %Sand
0U .m2Z U0 II
II 05*.50 |j *4**4..*4
SIEVE ANALYSIS RESULTS
geot e<k e11a(
ai ul yt Uat - materials > envi toffialai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
50.0
PdO1n S 0S \t-~3WrImWSZWOEvd
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fne
GRAIN SIZE IN MILLIMETERS
SAND coarse | medium
fine
SILT OR CLAY
Sample ID
DLOI-S8-310R-0-0020
Description
% Silt - 24.4 % Clay - 29.0
WC {%)
Sampled by: Sample Location:
Date Sampled: LL I PL Pf Cc
1l
Client onsite 1/13/2005
Cu ! D100 I 19
D6 i D30
D10 %Gravel %Sand
0.1 I 0
4.6 42.0
SIEVE ANALYSIS RESULTS
aW n r j 5 !" r,' 7
M M x iW 9 oSet bni tai . anstylica! - ma1eri aU envronmesiai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
53.4
F220Q4\2^
GRAIN SIZE DISTRIBUTION
F:\20Q4\Q20504\041-WE~1\$0lt2. GPJ 7/22/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium j
fine
SILT OR CLAY
Sample ID
DLOI-SB-310R--0050
Description
Insufficient material for hydrometer
wc (%) LL
Sampled by: Sample Location:
Date Sampled; PL Pi Cc
Client onsite 1/12/2005
Cu D100
9.5
D60 D30 D10 %Gravel %Sand I %Silt %C!ay
0.3
8.2 52.7
39,1
SIEVE ANALYSIS RESULTS
9 eU th n ica! > anai yi i<a! w a ie ttais etsyirGanunta!
Client: Weston Solutions Project: 3M ~ Borings Location: Decatur, AL Project Number: 020504-041
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL coarse i fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium j
fine
SILT OR CLAY
Sample ID
DLOI-SB-310R-0370
Description
% s m -1 3 .7 % C lay-22,5
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/12/2005
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
19 0.8
21.2 42.6
SIEVE ANALYSIS RESULTS
j}e it et hai t a( a n a l i t i c i materists t svi t os menta I
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
36.2
FLgOQ4W2i^^
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DLOI-S8-22R-0-00
Description
% Silt - 33,2 % Clay - 34.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/11/2005
wc (%) I LL PL PI Cc Cu D1
D60
D30
D10 %Gravel \ %Sand
4.T 0.0 32.3
SIEVE ANALYSIS RESULTS
geoterhtiia( anai ^i i i s! materials environmental
Client: Weston Solutions Project: 3U - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
67.7
F:\2004\020504\041-WE~1\SOiL2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Reporf:2003 SIEVE ANALYSiS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
I I coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-22QR--05
Description
% SHt - 32.8 % Clay - 41.5
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/11/2005
wc (%) LL PL P Cc Cu D100
D60
D3
D10 %Gravel %Sand
12.5 0.2 25.5
SIEVE ANALYSIS RESULTS
geoUtfwsicai atta Ij Sita! * materials * Mmieamenta!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
74.3
F:\2Q04\020504\041-WE~nSOiL2.GPJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DL1-SB-220R-0-020
Description
% S ilt-20.6 % C lay-45.0
Sampled by: Sample Location:
Client on site
wc{%)| LL I
Date Sampled: PL PI Cc
1/11/2005
Cu D100
2
D60 D30 D10 %Gravel %Sand 0 0.0 34,4
SIEVE ANALYSIS RESULTS
geotech nIta! - aaal yi ica! * materials * eamoSrteata!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
65.6
M o oe w iM
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DL01-SB-220R-0-0050
Description
Insufficient material for hydrometer
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/11/2005
wc (%) ! LL PL Pi Cc Cu D10
D60
D30
D10 %Gravel %Sand
9.5 0.1
0.1 47.0
if j -- 'f mTM T TJj fwrr *mm** m
g s o u d ttjita i arsalftical * materials ermrsraentai
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Sift %Clay
52.9
FA2O4\025(^^
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DLO1-SB-22GR-0-170
Description
% S ilt-10.3 % Clay-36.0
Sampled by: Client
Sample Location: onsite
Date Sampled; 1/11/2005
wc (%) LL PL PI Cc Cu D10
D60
D30
D10 %Gravel %Sand
19 0.2
4.6 49.1
SIEVE ANALYSIS RESULTS
f j eoushnkat ana I yt i<ai * materials environmentai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay
46.3
12004^^
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVg ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
SAND
________________ w
^
coarse medium
fine
t |
ON T O D m
v
AV
Sample ID
DL01-SB-22QL-C-0000
Description
% Silt - 35,8 % Clay - 26.0
Sampled by: Client
Sample Location: on site
Date Sampled: 1/11/2005
wc (%}
PL Pi Cc Cu D100
D60
D30
D10 %Gravel %Sand
9.5 0.1
0.9 37.3
JrJ r j r j r
mm mm J&SKB
geoU chsicai - anaI i t aI * m a te m U - en^rortmefta
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Ciay
61.8
P.^0044020504\041-WE~1NSOil.2.GFJ
GRAIN SIZE DISTRIBUTION
7*22/05 Resort:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
..r ' SAND
I coarse medium
fine
SILT OR CLAY
Sample ID
DLCM-SB-220L-0-005
Description
% Silt - 33.8 % Clay - 38.0
Sampled by: Client
Sample Location: on site
Date Sampled: 1/11/2005
wc (%) LL PL Pi Cc Cu D100
D6
D30
D10 %Gravei %Sand
4.7 0,0 28.2
SiEVE ANALYSIS RESULTS
geaUchi mai - ai ai jf t ic at materials - environnteaiai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Sitt %Ciay
71.8
F:\2004\020504\041-We~nSOIL2.GPJ
GRAIN SIZE DISTRIBUTION
F:\2004t02Q504\041-WE~ USO112.GFJ ^ 8 M j 0 5 R * ^
COBBLES
GRAVEL
coarse
line
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLO1-SB-220L-O-O2O
Description
% Silt - 32.3 % Clay - 36.0
Sampled by: Sample Location;
Client onsite
Date Sampled: 1/11/2005
wc {%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
4.7 0
0
0.0 31.7
SIEVE ANALYSIS RESULTS
geotsthnitaS anal t i ca] * material s envi ronmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
68.3
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse |
SAND medium
_ _____ I fine |
on t
m av
Sample ID
DLOI-SB-22OL-0-OO5O
Description
% S ilt-13.1 % Clay -51,5
wc {%)
geotedi aita
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/11/2005
PL PI Cc Cu ! D100
D60
D30
D10 %Gravel %Sand
4.7 0
| 0.0 35.4
TTL
analytical - materials - erm ronmentai
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, A t
Project Number: 020504-041
%Silt %C!ay
64.8
R\2Q04\0250j^^
GRAIN SIZE DISTRIBUTION
7/22/05 RepOft:2003 SIEVE ANALYSiS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-22L-Q-007O
Description
% Siit -14.2 % Clay - 39.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/11/2005
wc {%)
PL PI Cc ~~Cu~ D10Q
D60
D30
D10 %GraveI %Sand
19 0.2
4.2 42.6
JTr TJr L
geotechnical asaiyticai a a U ria i enviionmootai
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
53.2
E\?g04\g20504\041:WE~1\SQiL2.GP.J
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2QQ3 SIEVE ANALYSiS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium |
fine
SILT OR CLAY
Sample ID
DLOI-SB-226R-O-0OOO
Description
% S ilt-40.2 % C lay-15.5
Sampled by: Sample Location;
Client onsite
Date Sampled; 1/11/2005
wc (%} LL PL PI Cc Cu D100
D6
D30
D10 %Gravei %Sand
9.5 0.1
0.4 43.9
SIEVE ANALYSIS RESULTS
geoechsita! ttaEyUcal > m a U tia ls enylrofiisieniai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Si!t %Clay
55.7
F:\2004\020504\041 -WE~1\S01L2.GFJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-226R-0-Q05
Description
% S ilt-22.2 % Clay -41.0
Sampled by: Sample Location:
Client onsite
wc {%) LL
Date Sampled: PL PI Cc
1/11/2005 Cu D100
9.5
D6
D3
D10 %Gravel %Sand
0.1 36.7
SIEVE ANALYSIS RESULTS
geotet h/nta ^ anai y i i t a! * saateriais - eavironme at ai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay
63.2
F:04\020504\041-WE-1\SQit2.GPJ
GRAIN SIZE DISTRIBUTION
8/4/05 Report;2003 SIEVE ANALYSES
COBBLES
GRAVEL
fine
GRAIN SIZE IN MILLIMETERS
SAND
medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-226R-Q-0020
Description
% Silt -31.2 % C lay-46.0
wc {%)
Sampled by: Sample Location:
Client onsite
Date Sampled: 1/11/2005
LL PL PI Cc Cu D10
D6
D30
D10 %Gravel %Sand
4.7 0
0.0 22.8
SIEVE ANALYSIS RESULTS
aaalti cal * aia ie ri al * S B siineieitU l
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay
77.2
F:\2004\02Q504\041-WE~1\SOtLa.GPJ
GRAIN SIZE DISTRIBUTION
F;\2Q04\2054\041-WE~ USOL2G PJ ^ 7722/05 ^ Report:2003 SEVE ANALYSiS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-226R--005
Description
Insufficient material for hydrometer
wc {%}
Sampled by: Client
Sample Location: onsite
Date Sampled: 1/11/2005
LL PL PI Cc Cu I D100
D6
D30
D1 j %Gravel %Sand
TTL
- anai ^i cDI ma Uf i a U ei mr onr ot ai ai
j H
j 0.0
21.9
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL
Project Number: Q2Q5Q4-041
%Silt %Clay
78.2
GRAIN SIZE DISTRIBUTION
F.:\..2.G..G.4..W..2.0.5.0..4\..0.4.-...W..E.-n..S..O. .O.G PIJ 7/22/05 Reoonr.t;..2.0..0.3...S..E.V..E...A.N..A.L..Y.S.I..S..
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DLOI-S8-226R-0-180
Description
% Silt -11.8 % Clay - 48.5
wc {%) LL
Sampled by: Sample Location:
Date Sampled: PL Pi Cc
Client on site 1/11/2005
Cu D100
25
D60 D30 D10 %Gravel %Sand
0.1
20.T
19.0
SIEVE ANALYSIS RESULTS
geotechnical * a n a ijita l M aterials emnronraenta
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt
%Ciay
60.3
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILOMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-226L--0000
Description
% S ilt-45.9 % C lay-15.0
Sampled by: Sample Location:
Client onsite
wc (%) LL
Date Sampled: PL Pi Cc
3.07
1/11/2005
Cu D100
35.08
9.5
D6 0.1
D3
D10 %Gravel %Sand 0.0 39.1
SIEVE ANALYSIS RESULTS
g e c te O m ta i - anaJy i i a! - hi at e r aI s * eii*if<Htme#tai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
60.9
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DLOI-SB-226L--05
Description
% S ilt-46.5 % C lay-27.5
Sampled by: Client
Sample Location: on site
Date Sampled; 1/11/2005
wc (%) LL PL PI Cc Cu D100
D6
D3
D10 %Gravel %Sand
200
0,0 26.0
TTJLmm mm ggftggg
geoUhtntai a n a l y t i c ! materials esvironmerUal
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
74.0
F:\2QQ4VQ205Q4\041-WE~1VSQiL2.GPJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DL0I-SB-226L-O-OO2O
Description
% Silt - 33.2 % Clay - 47.0
Sampled by: Client
Sample Location: on site
Date Sampled: 1/11/2005
wc (%) LL PL PI Cc ~Cu" D100
D60
D3
D10 %Gravel %Sand
mTTMMLm
4.7 0.0 19.8
_________SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
9 gU t hflttai < aaijtisaS ma t e ml s * nyr cuts eai al Location: Decatur, AL
Project Number: 020504-041_______________________
%Sit %Clay
80.2
GRAIN SIZE DISTRIBUTION
SISA IVNV 3A3S 002Moasy SOiZ Z ti
COBBLES
GRAIN SIZE IN MILLIMETERS
GRAVEL
1
coarse
fine j coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLOI-S8-226L-0-05
Description
% S ilt-21.5 % C lay-54.0
Sampled by: Client Sample Location: on site
Date Sampled: 1/11/2005 {%)! LL PL PI Cc Cu D100 D6 D3 D10 %Gravel ! %Sand
4.7 0.0 24.5
SIEVE ANALYSIS RESULTS
geo !e tbnital aastyitca! * n aie ra i - efMfHronFnenta
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
75.5
rdO'Z1IOSU~3AA'i!Wo90eO\W)OZ\y
GRAIN SIZE DISTRIBUTION
SiSIVNV 3A3S COOS^odsy tZZIl fd O Z IfO S U -M " WK?SOZ\W^d
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DLI-S8-226L--0170
Description
% S ilt-21.4 % Clay -41.5
wc (%) I LL
Sampled by: Sample Location:
Date Sampled: PL PI Cc
Client on site 1/11/2005
Cu D100
9.5
D6 D30 D10 %Gravel %Sand
0.2 35.9
SIEVE ANALYSIS RESULTS
g e o ie d iim a ! aaaEj i i t aI m aterials emmoameatal
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
63.9
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSES
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF14-S8-136B-0-050
Description
% Silt - 36,9 % Clay - 44.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/16/2004
wc (%) LL PL Pi Cc Cu
D1
D80
D3
D10 %Gravel %Sand
0.0 19.1
SIEVE ANALYSIS RESULTS
geot edmka! anal yti cal male rials * eovi roamental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %C!ay
80.9
F:\2004\02Q5Q4\041-WE~1\SOiL2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF14-SB-136B-0-290
Description
% S ilt-19.9 % Clay - 54.
Sampled by: Client
Sample Location: on site
Date Sampled: 12/16/2004
wc (%) LL PL Pi Cc Cu D100
D60
D30
D10 %Gravel %Sand
19 3.4 22.8
SIEVE ANALYSIS RESULTS
geotShnii3l a n a ijtits i m a U riih eiivironsicstai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
73.9
F:\20Q4\020504\041-WE~1\SQSL2.GFJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL coarse | fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-S8-134R-0-0G0
Description
% Silt - 34.9 % Clay - 28.5
Sampled by; Client
Sample Location; on site
Date Sampled; 12/16/2004
wc (%) LL PL Pi Cc Cu D10
D60
D3
D10 %Gravel %Sand
9.5 0.1
0.1 36.5
SIEVE ANALYSIS RESULTS
:'i
..w
geoi ei hasi al anai yi ical * mai? rials * entiuMsiaeala
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
63.4
F20G4W20504\0^VE^^
F:\2G04\Q20504W1-WE---nSOIL2.GPJ
7/22/05 Report:2003 SEVE ANALYSIS
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-SB-134R-G-G010
Description
% Silt - 45,0 % Clay * 37,5
Sampled by: Client
Sample Location: on site
Date Sampled: 12/16/2004
wc(%) LL PL Pi
Cc Cu
D1Q
D6
D30
D10 %Gravel %Sand ! %Silt j %Clay
3.5
0.2 17.2
82.5
SIEVE ANALYSIS RESULTS
t ' ? "/ .* . * . \ -W
je o U ib iu c a ! * asaI j i I<aI * m aicnals - Cfsvifnmcata!
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
F:V20Q4V020504\041-WE~1\SOit2,GPJ
GRAIN SIZE DISTRIBUTION
7/22/OS Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8&-SB-134R-0-0020
Description
% Silt - 24.2 % Clay - 50.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/16/2004
wc {%) LL PL I PI Cc Cu D10
D6
D30
D10 %Gravel %Sand
4.7 0
0.0 25.8
SIEVE ANALYSIS RESULTS
ge Uc bntcai
at!aI y1i ( * I * m aierisis eiivircistaeiMa!
Client: Weston Solutions Project: 3M - Borings Location; Decatur, AL Project Number: 020504-041
%Silt %Clay
74.2
F:\2004\020504\04t-WE~1\SQit2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:203 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b*SB~134R-0-Q5
Description
% S ilt-16.1 % Clay-52.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/17/2004
wc <%} LL PL PI Cc Cu
D10
D6
D30
D10 %Gravel %Sand
o.o 31.4
SIEVE ANALYSIS RESULTS
m
s i o U t h n t t i H a l i i n t ! materi als srivironraesstal
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Ciay
68.6
F:\2004\020504\041-WE-1\SOH2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 ReDori:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium |
fine
SILT OR CLAY
Sample ID
DF8b~SBC-134R--
Description
% Silt - 49.4 % Clay - 39.0
wc (%) LL
jc-oisthnua!
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/17/2004
PL PI Co Cu D100
D60
D3
D10 %Gravei %Sand
9.5 0.1 11.6
SIEVE ANALYSIS RESULTS
* maiertais * e-^tfHfonmenia
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Ciay
88.4
F;\20Q4V020504\041-WE~1\S0 12.GFJ
GRAIN SIZE DISTRIBUTION
100
95 90 85 80 75
U.S. SIEVE OPENING IN INCHES
t o -tf- CM C O
! i i -- r r *--rr 1
;
U.S. SIEVE NUMBERS
y r--n f ..p y --f i
rrr
L_
\
:\
L....................
\ \
\
70
65
X
O 60
LU
5 > 55
03 OC
UJ 50 Z
U-
h- 45 ZUi
g 40
LU CL
35
30
25
20
15
10
5
0 100
10
COBBLES
GRAVEL
coarse
fine
1 0.1
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
HYDROMETER
X ]( s* 4
..4
0.01 o.c SILT OR CLAY
7/22/05 Report:2003 SIEVE ANALYSIS
f:V20Q4\Q20S04W1-WE-1\SQil2.GPJ
Sample ID
DF8b-$BC-134R-0-0050
Description
% S ilt-13.4 % Clay-60.5
Sampled by: Sample Location:
Client on site
Date Sampled; 12/17/2004
wc (%) LL PL PI Cc Cu D100
D6
D30
D10 %Gravel %Sand
0.0 26.1
SIEVE ANALYSIS RESULTS
geotchta! - anal yti cal * material s envHrcnmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay
73.9
GRAIN SIZE DISTRIBUTION
SIEVE
7/22/05 Report:2003 ............... ...... .......
ANALYSIS.
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-SBC-134R--0100
Description
% S ilt-13.2 % Ciay - 57.5
Sampled by: Client
Sample Location: onsite
Date Sampled; 12/17/2004
wc {%} LL PL PI Cc Cu D1Q
D6
D30
D10 %Gravel %Sand
0.0 29.4
SIEVE ANALYSIS RESULTS
WWW
m m mf c r
g e o i e t l mt a l anal yti cal * mat er i al ; envi ronmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
70.7
.
.F.:.\..2..0..0..4.\..0..2..0..5..0..4.\..0..4..1.-....W..E..~I1.\..S..0.I. !L..2.....G..P..J.....
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2QQ3 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF8b-SBC*134R-0-150
Description
% Silt -11.1 % Clay - 45.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/17/2004
wc (%} LL PL PI Cc Cu
D1
D6
D3
D10 %Gravei %Sand ! %Silt %Clay
0.1
0.0 43.4
56.6
SIEVE ANALYSIS RESULTS
Mm
geotechnical anaIy H caI < nsaUfials erm i onme it t ai
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
F:^QQ4\02Q504\Q41-WE~1VSOit2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-SBC-134R-0-0200
Description
% Silt -15,3 % Clay-61.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/17/2004
wc (%) LL PL PI Cc Cu D1QG
D60
D30
D10 %Gravel %Sand
19 0
0.8 22.9
mp i m y
K f m
goechnita^ - attai j t i i aI m aterials * esm fobunta I
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay
76.3
r:\2004\020504\041 -WE-- SO112. GFJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSES
COBBLES
GRAVEL
fine
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-SB-134R-0-27
Description
% S ilt-10.6 % C lay-57.5
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/17/2004
wc (%) LL PL PI Cc Cu D100
D60
D3
D10 %Gravei %Sand
0.0 31.9
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
geoischtm al * nalyiU nl - raaierU is * ersvi i ms nia I L O C S tiO H : D e C S t U f , A L
Project Number: 020504-041
%Siit %Clay
68.1
F;g004\020f>4\41-WE~1\SQtL2,GPJ
GRAIN SIZE DISTRIBUTION
F:^2004\020504\Q41-WE~ 1\SOfL2.GPJ 7/22/05 Report:20Q3 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILOMETERS
coarse
SAND
medium
fine
SILT OR CLAY
DF8b*SBC-134R-0-0250 Sample ID
Description
% S ilt-16.3 % Clay -64.0
Sampled by: Sample Location;
Date Sampled:
wc(%)| LL I PL Pi Cc i
Client onsite 12/17/2004 Cu I D1Q0
I 9.5
D6 I D30
oI
D10 %Gravel %Sand 0.3 19.4
SIEVE ANALYSIS RESULTS
g i D i e t h s s t a i a n a iy tiia l * m a U rists - etivitonmenia^
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%SiIt %Ciay 80.3
GRAIN SIZE DISTRIBUTION
SfSlVNV 3A3IS eoos-uodsy CjQIZZiL
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
I coarse
SAND medium
fine
| I
.W
Sample ID
DF8b-SB-134B-0-0000
Description
% Silt - 33.5 % Clay - 26.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/20/2004
wc(%) LL PL PI Cc Cu D100
D60
D30
D10 %Grave! ! %Sand
T..-:rT5T "J 4 L-yvW
9.5 0.1
0.2 40.3
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings
geoUthnital ana Epical - materials environmental Location: Decatur, AL
Project Number: 020504-041
%Si!t %Clay
59.5
rdD'2 llOSU'-3MnKj\WS020\K02\'d
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF8b-SB-134B-0-0005
Description
% Silt * 45.6 % C lay-17,5
Sampled by; Client
Sample Location; on site
Date Sampled; 12/20/2004
wc {%) LL PL PI Cc Cu D100
D60
D3
D10 %Gravel %Sand
0.1 0.0 36.9
SIEVE ANALYSIS RESULTS
geotechnical - aaEf t i caI * nate rials * envi onmenl al
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay 63.1
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-SB-1348-0-0010
Description
% Silt - 32.2 % Clay - 45.0
Sampled by; Client
Sample Location; on site
Date Sampled; 12/20/2004
w c(%) LL PL PI Cc Cu D10
D60
D3
D10 %Gravel %Sand
0.0 22.8
SIEVE ANALYSIS RESULTS
-/ T
geotethstcas * anal yti cal maie rials enwirnemeatal
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay 77.2
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-S8-1348-0-020
Description
% Silt - 39,5 % Clay - 37.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/20/2004
wc (%) LL PL PI Cc Cu D100
D60
D30
D10 %Gravel %Sand
TL
/
0.0 23.5
SIEVE ANALYSIS RESULTS
C lient Weston Solutions Project: 3M - Borings
geoiethaitan - analytical materials * environmental Location: Decatur, AL
Project Number: 020504-041
%Si!t %Clay 76.5
F:\2Q04\Q20504\041-WE~1\SOil2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF09-SB-13R-0-Q00
Description
% S ilt-26.8 % C lay-18.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/20/2004
w c (%) LL PL PI Cc Cu D100 D6 D30 D10 %Gravel %Sand
9.5 0.2
0.1 55.3
SIEVE ANALYSIS RESULTS
geot ecni ca! - a a a l j t u a i rc at ef i aIi - enmonr aenUl
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Siit %Clay 44.6
F;\2Q04\020504\Q41-W~t \SQ112. GPJ
GRAIN SIZE DISTRIBUTION
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sam ple ID
DF9-SB-130R-O-O5
Description
% Silt -43.2 % C la y -37.5
Sam pled by: Client
Sample Location: onsite
Date Sampled: j 12/20/2004
wc (%) LL PL I PI Cc Cu D10
D80
D30
D10 %G ravel %Sand j
1.2 0
0
0.0 19.3 j
ste ehnit a!
r r r r i T :w
anat y H t ai m sleriais ermicmriteruai
SIEVE ANALYSIS RESULTS
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%S!t %Ciay 80.7
raQ04W2Q504\04W/VEM\^
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF09-SB-13QR-0-QG10
Description
% Silt - 19.6 % Clay - 49.0
wc (%) LL
Sampled by: Sample Location:
Date Sampled; PL PI Cc
Client onsite 12/20/2004
Cu D100
1.2
D60 D3 D10 %Gravel %Sand 0.0 31.4
SIEVE ANALYSIS RESULTS
eoecitima analytical - materials - environmental
Client: Weston Solutions Project: 3M * Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay 68.6
F:\2QQ4\020504\041-WE~1tSOil2.GPJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF09-S8-130 R-0-0020
Description
% s m -1 8 .5 % Clay -51.0
Sampled by: Client
Sample Location: onsite
Date Sampled: 12/20/2004
wc {%) LL PL PI Cc Cu D10
D6
D30
D10 %Gravel %Sand
4.7 0.0 I 30.5
SIEVE ANALYSIS RESULTS
geotethFuia! < analytical * o ta U n s i; environmental
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Silt %Clay 69.5
F:\2004UH0504\041-WE~tiSOii-2.GFJ
GRAIN SIZE DISTRIBUTION
7/22/05 Report;2003 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF8b-$8-134B-0-Q050
Description
% S i lt - 17.3 % Clay -53.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/21/2004
wc {%) LL PL PI Cc Cu D10
D60
D30
D1 i %G ravel %Sand
4.7 0.0 29.7
SIEVE ANALYSIS RESULTS
geotechnici - analyitcai m aicriaU * envhfonfnentas
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504*041
%Si!t %Clay 70.3
F:\2QQ4\Q20504B41-WE~nSOit2.GPJ
GRAIN SIZE DISTRIBUTION
9/2VOS Report:2003 SIEVE ANALYSES
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
wc {%}
Sample ID
DF8b-SB-1348-9-S0
% S ilt- 12.5 % Clay-52
Description
Sampled by: Client Sample Location: on site
Date Sampled: 12/21/2004 PL Cc Cu D10 D60 D30 D10 %Gravel %Sand
0.0 35.5
SIEVE ANALYSIS RESULTS
- anaiftstai isa U rla li - fcsviriHiftiisUi
Client: Weston Solutions Project: 3M - Borings Location: Oecatur, AL Project Number: 020504-041
%Silt %Clay
64.5
F:\2QS4V020504\041-WE~lVSOil2.GPJ
GRAIN SIZE DISTRIBUTION
F:\204\Q20504\Q4 -WE~1\S01L2.GPJ 7/22/05 Report:2003 SiEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAfN SIZE tN MILLIMETERS
coarse
SAND medium
fine
SILT OR CLAY
Sample ID
DF09-SB-130R-0-0050
Description
% S ilt-13.9 % C lay-54.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/21/2004
wc {%) LL PL PI Cc Cu D10
D60
D30
D10 %G ravel %Sand
4.7 0.0 32.1
SIEVE ANALYSIS RESULTS
jeote< hnita i * anaIf I icaE m aU ciaii - tgmonftsentat
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number; 020504-041
%Silt %Clay
67.9
GRAIN SIZE DISTRIBUTION
F:\2004\020504\041 -WE~1 \S0IL2. GPJ 7/22/05 Report:20Q3 SIEVE ANALYSIS
COBBLES
GRAVEL
coarse
fine
GRAIN SIZE IN MILLIMETERS
coarse
SAND
medium
fine
SILT OR CLAY
Sample ID
DF09-SB-130R-0-Q150
Description
% S ilt-8.0 % Clay-47.0
Sampled by: Client
Sample Location: on site
Date Sampled: 12/21/2004
wc (%) LL PL PI Cc Cu
D1Q
D60
D30
D10 %G ravel %Sand
4.7 0.1
0.0 45.0
SIEVE ANALYSIS RESULTS
g e t e c b a i f a ! . ruts y i l i ai - pa1 a cia i j < t n y i r e a i c u i i U l
Client: Weston Solutions Project: 3M - Borings Location: Decatur, AL Project Number: 020504-041
%Slt %Clay 55.0
