NC0003433_Grain Size_20150902

Particle Size Distribution Report
O O O
n 0 a N
100
90
80
70
W
60
Z
1
I
I
I
I
LL
Z 50
LLI
w
d 40
30
20
10
100 10 1 0.1 0.01 .001
(-�RAIKI gl7F -mm
% +3„
% Gravel
% Sand
Coarse Medium Fine
% Fines
Silt Clay
Coarse
Fine
O
0.0
0.0
0.0
0.0
0.8
4.4
82.8
12.0
1-1
0.0
0.0
0.0
0.0
7.8
42.2
48.9
1.1
0.0
1 0.0
0.5
3.1
13.3
26.0
52.0
5.1
O
0.0
0.0
0.0
0.0
29.8
45.0
18.8
6.4
39.2
0
0.0
0.0
0.0
0.0
1.0
3.4
1 56.4
SOIL DATA
SYMBOL SOURCE
SAMPLE
NO.
DEPTH
(ft.)
Material Description
USCS
O
Boring
ABMW-02
0.0-2.0
Grey SILT (SG = 2.314)
❑
Boring
ABMW-04
0.0-2.0
Grey silty fi. SAND (SG = 2.304)
0
Boring
ABMW-05
3.0-4.0
Grey fi.-med. sandy SILT (SG = 2.224)
O
Boring
MW-10
4.0-5.0
Brown silty fi.-med. SAND (SG = 2.705)
V
Boring
MW-10
25.0-26.0
Brown SILT (SG = 2.705)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Cape Fear
Greenville, SC �J Project No.: J15-5612-03

Particle Size Distribution Report
0 O O
C C C C C W o n � a N
c0 M N --# # # # # # #
100 I I I I I Nil
I I I
90
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I
80
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
70
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
LLJ 60
I I I I I I I I I I I I I I
LL
Z I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
Z 50
LU
i..! I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
w
Q_ 40 f
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
30
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I
20
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
I
10O IIII I II II III I
1I
I I I II
II
0. 01100 10 0.1 0.01
(-�RAIKI gl7F -mm
% +3„
% Gravel
% Sand
% Fines
Silt Clay
Coarse
Fine
Coarse
Medium
Fine
O
0.0
0.0
0.0
0.0
4.4
13.0
57.3
25.3
❑
0.0
0.0
6.2
5.3
72.6
10.7
3.6
67.0
1.6
25.2
0.0
1 0.0
0.0
0.0
1.8
6.0
O
0.0
23.3
18.2
8.8
40.5
6.3
5.6
2.5
1 53.5
0.4
36.6
0
0.0
0.0
0.2
0.3
3.8
SOIL DATA
SYMBOL SOURCE
SAMPLE
NO.
DEPTH
(ft.)
Material Description
USCS
O
Boring
MW-17
0.0-2.0
Light grey fi. sandy CLAY (SG = 2.645)
❑
Boring
MW-17
25.0-27.0
Light grey fi.-co. SAND (SG = 2.665)
0
Boring
MW-20
2.0-3.0
Brown SILT (SG = 2.675)
O
Boring
MW-20
22.0-23.0
Brown fi.-co. SAND w/grvl. (SG = 2.655)
V
Boring
MW-21
28.0-30.0
Grey SILT w/fi. sand (SG = 2.675)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Cape Fear
Greenville, SC �J Project No.: 715-5612-03

Particle Size Distribution Report
O O O
c c c c� a N M a a N
100
F T
90
80
70
W
60
LL
Z 50
LLI
LLJ
d 40
30
20
10
0
100 10 1 0.1 0.01 0.001
(-�RAIKI gl7F -mm
% +3„
% Gravel
% Sand
Coarse Medium Fine
% Fines
Silt Clay
Coarse
Fine
O
0.0
0.0
0.0
0.4
1.2
13.8
75.1
9.5
1-1
0.0
0.0
1.2
1.9
8.3
22.3
24.6
59.8
57.6
44.9
6.5
0.0
0.0
0.3
1.9
11.6
4.0
18.9
O
0.0
0.0
0.0
0.0
1.6
34.6
SOIL DATA
SYMBOL SOURCE
SAMPLE
NO.
DEPTH
(ft.)
Material Description
USCS
O
Boring
ABMW-01
3.0-5.0
Dark grey fi. sandy SILT (SG = 2.152)
❑
Boring
ABMW-01
5.0-7.0
Dark grey fi.-med. sandy SILT (SG = 2.254)
0
Boring
ABMW-01
10.0-15.0
Dark grey fi.-med. sandy SILT (SG = 2.222)
O
Boring
ABMW-3
30.0-32.0
Grey fi. sandy CLAY (SG = 2.685)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Cape Fear
Greenville, SC �J Project No.: 715-5612-03

Particle Size Distribution Report
C C 0 0 0
c c c c a o 0 0 00 m o a N
100
90
80
70
W
60
LL
Z 50
LLI
LLJ
d 40
30
20
10
0
i
100 10 1 0.1 0.01 0.001
(-�RAIKI gl7F -mm
% +3„
% Gravel
% Sand
Coarse Medium Fine
% Fines
Silt Clay
Coarse
Fine
O
0.0
0.0
0.0
0.0
4.0
8.8
51.2
36.0
1-1
0.0
0.0
0.0
0.0
0.3
15.3
38.7
53.9
34.5
30.5
20.2
0
0.0
0.0
0.5
0.1
6.0
SOIL DATA
SYMBOL SOURCE
SAMPLE
NO.
DEPTH
(ft.)
Material Description
USCS
O
Boring
MW-16
0.0-2.0
Grey fi. sandy CLAY (SG = 2.665)
❑
Boring
MW-17 BR
5.0-7.0
Grey & brown fi. sandy CLAY (SG = 2.645)
0
Boring
MW-21
17.0-20.0
Brown fi. sandy CLAY (SG = 2.685)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Cape Fear
Greenville, SC �J Project No.: 715-5612-03

Particle Size Distribution Report
O O O
o n C' a N
100
90
80
AV
70
W
60
LL
Z 50
LLI
LLJ
d 40
30
20
10
0
100 10 1 0.1 0.01 0.001
(-�RAIKI gl7F -mm
% +3„
% Gravel
% Sand
% Fines
Silt Clay
Coarse
Fine
Coarse
Medium
Fine
O
0.0
0.0
0.0
0.0
3.0
5.5
59.1
32.4
1-1
0.0
0.0
0.1
0.4
65.6
30.0
47.5
1.2
17.3
2.7
0
0.0
9.2
9.1
2.5
9.1
5.3
SOIL DATA
SYMBOL SOURCE
SAMPLE
NO.
DEPTH
(ft.)
Material Description
USCS
O
Boring
MW-12 BR
0.0-2.0
Brownish grey CLAY w/some fi. sand (SG = 2.674)
❑
Boring
MW-12 BR
17.0-18.0
Light brown fi.-med. SAND (SG = 2.674)
0
Boring
MW-15 SB
18.0-19.0
Brown silty fi.-co. SAND w/grvl (SG = 2.674)
Bunnell Lammons Engineering, Inc. Client: Synterra
Project: Duke - Cape Fear
Greenville, SC �J Project No.: 715-5612-03