NC0001422_SUTTON ASSIGNMENT 5464_20150805

Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Synterra
Duke - Sutton
J15-5612-03
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO.(ft.)
SOIL DATA
PE
R
C
E
N
T

F
I
N
E
R
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE mm
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 0.1 92.6 7.1 0.2
0.0 0.0 0.0 0.0 0.8 49.8 48.1 1.3
0.0 0.0 0.0 0.0 3.8 92.9 2.9 0.4
0.0 0.0 0.0 0.0 15.4 83.8 0.4 0.4
0.0 0.0 3.9 4.0 62.5 28.3 1.2 0.1
6
i
n
.
3
i
n
.
2
i
n
.
1 ½ i
n
.
1
i
n
.
¾ i
n
.
½ i
n
.
3/
8

i
n
.
#4 #1
0
#2
0
#3
0
#4
0
#6
0
#1
0
0
#1
4
0
#2
0
0
Particle Size Distribution Report
Boring AW-7D 47.0-49.0 Dark grey fi. SAND w/some silt (SG = 2.655)
Boring AW-7D 97.0-99.0 Dark grey silty fi. SAND (SG = 2.665)
Boring MW-37 45.0-47.0 Grey fi. SAND (SG = 2.675)
Boring AW-8C 8.0-10.0 Light grey fi.-med. SAND (SG = 2.665)
Boring AW-8C 40.0-42.0 Light brown fi.-med. SAND (SG = 2.665)
Bunnell Lammons Engineering, Inc.
Greenville, SC
Client:
Project:
Project No.:Figure
Synterra
Duke - Sutton
J15-5612-03
SYMBOL SOURCE SAMPLE DEPTH Material Description USCSNO.(ft.)
SOIL DATA
PE
R
C
E
N
T

F
I
N
E
R
0
10
20
30
40
50
60
70
80
90
100
GRAIN SIZE mm
0.0010.010.1110100
% +3"Coarse
% Gravel
Fine Coarse Medium
% Sand
Fine Silt
% Fines
Clay
0.0 0.0 0.0 0.0 30.8 68.0 0.8 0.4
0.0 0.0 0.0 5.4 54.0 39.9 0.6 0.1
6
i
n
.
3
i
n
.
2
i
n
.
1 ½ i
n
.
1
i
n
.
¾ i
n
.
½ i
n
.
3/
8

i
n
.
#4 #1
0
#2
0
#3
0
#4
0
#6
0
#1
0
0
#1
4
0
#2
0
0
Particle Size Distribution Report
Boring AW-9C 2.0-4.0 Light grey fi.-med. SAND (SG = 2.675)
Boring AW-9C 23.0-25.0 Light brown fi.-med. SAND (SG = 2.665)