NC0001422_complete set of well logs for report appendix_20150805

CLIENT co
PROJECT NUMBER 1026.108
PROJECT NAME Sutton Plant
PROJECT LOCATION Wilmington, NC
ASH-COAL: Coal Ash
CLAY_TTC: TTC Clay
SAND_TTC: TTC Sand
SANDST_TTC: TTC Silty Sand
SILT_TTC: TTC Silt
SP: USCS Poorly-graded Sand
SW: USCS Well-graded Sand
Water Level at End of
Drilling, or as Shown
Water Level After 24
Hours, or as Shown
Water Level at Time
Drilling, or as Shown
KEY TO SYMBOLS
(Unified Soil Classification System)
LITHOLOGIC SYMBOLS SAMPLER SYMBOLS
-
-
-
-
-
-
-
-
-
-
-
ABBREVIATIONS
Grab Sample
Split Spoon
Shelby Tube
WELL CONSTRUCTION SYMBOLS
Bentonite Seal
Cement Seal
Filter Pack
Well Casing
Well Screen
BGS
G.S.
M.P.
TOC
USCS
ft
IN
BELOW GROUND SURFACE
GROUND SURFACE
MEASURING POINT
TOP OF CASING
UNIFIED SOIL CLASSIFICATION SYSTEM
FEET
INCHES
PHOTOIONIZATION DETECTOR
PARTS PER MILLION
PID
ppm
KE
Y

T
O

S
Y
M
B
O
L
S

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

U
S
.
G
D
T

7
/
2
9
/
1
5
SynTerra
148 River Street, Suite 220
Greenville, SC 29601
864-421-9999
864-421-9909
FLYASH, very fine grained, very dense, moist, dark
gray (GLEY1 4/1).
Same as above, denser with increased moisture to 14'
then dry-moist with wood fragments and lighter
coloration.
FLYASH, black, gray and white mottle becoming
laminated at 23', trace wood fragments, wet to 24' then
dry to moist.
FLYASH, very fine grained to silt-size, wet to saturated,
dark gray, occasionally black and white mottling soft to
35', then dense, laminated.
Same as above, wet-saturated, soft, slightly dense,
dense last 2'.
No recovery.
Protective casing with
locking cap.
2" Sch. 40 threaded PVC
Riser
Grout
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
ABMW-01D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
3/29/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/28/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2305386.78
45.71 ft
108.0 ft BGS
K. Fox
198964.17
45.71 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No recovery. (continued)
Same as above, saturated, soupy.
No recovery.
FLYASH for ~1' (same as above) with coal fragments
mixed with sand then silty sand, medium- fine to coarse
grained, medium dense, moderate to poorly sorted,
wet, light brownish grey (2.5Y 6/2) (79-82') then silty
sand, fine grained, well sorted, dense, wet, dark
greenish grey sand (GLEY 1 4/1), consolidated lense
(1") at 85'.
Same as above, silty, fine sand/sandy silt with rock
(highly weathered), dark greenish grey, dense,
saturated, well sorted.
SM
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
ABMW-01D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
3/29/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/28/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2305386.78
45.71 ft
108.0 ft BGS
K. Fox
198964.17
45.71 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
FLYASH, very fine grained, very dense, moist, dark
gray (GLEY1 4/1).
Same as above, denser with increased moisture to 14'
then dry-moist with wood fragments and lighter
coloration.
FLYASH, black, gray and white mottle becoming
laminated at 23', trace wood fragments, wet to 24' then
dry to moist.
FLYASH, very fine grained to silt-size, wet to saturated,
dark gray, occasionally black and white mottling soft to
35', then dense, laminated.
Same as above, wet-saturated, soft, slightly dense,
dense last 2'.
No recovery.
Protective casing with
locking cap.
2" Sch. 40 threaded PVC
Riser
Grout
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
ABMW-01S
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
3/29/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/28/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2305388.87
45.75 ft
76.0 ft BGS
K. Fox
198968.22
45.75 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No recovery. (continued)
Same as above, saturated, soupy.
No recovery.
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
ABMW-01S
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
3/29/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/28/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2305388.87
45.75 ft
76.0 ft BGS
K. Fox
198968.22
45.75 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
FLYASH, wet, medium density, very dark gray (2.5 Y
3/1), fine-grained to silt-size, becoming saturated and
loose at 3'.
SAND, silty, well sorted, dense, wet, light yellowish
brown (2.5 Y 6/4), ash/soil contact is at ~8' bls.
SAND, silty, medium-fine grained, medium density, well
sorted, becoming coarse and less sorted at ~25', wet,
light brown, gray (10 Y5 6/2).
Same as above, increased grain size.
SAND, silty, medium-fine to coarse grained, medium
density, poorly sorted, light gray (2.5Y 7/2) becoming
brownish yellow (10 TR 6/6) at 47', trace gravel at
base.
SAND, silty, fine grained, dense, well-sorted for last 6",
dark greenish gray (GLEY1 3/1)
No recovery.
SP
SP
SW
SP
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
ABMW-02D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
3/27/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/26/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2305583.43
10.10 ft
63.0 ft BGS
K. Fox
197177.19
10.10 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No recovery. (continued)
Same as above.
Boring terminated at 63', backfilled with bentonite to 46'
to set well.
SW
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
ABMW-02D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
3/27/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/26/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2305583.43
10.10 ft
63.0 ft BGS
K. Fox
197177.19
10.10 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
FLYASH, wet, medium density, very dark gray (2.5 Y
3/1), fine-grained to silt-size, becoming saturated and
loose at 3'.
Protective casing with
locking cap.
Cement Pad
Bentonite seal
2" Sch. 40 threaded PVC
Riser
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
ABMW-02S
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
3/27/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/26/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2305589.13
9.98 ft
8.0 ft BGS
K. Fox
197177.71
9.98 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, well sorted, loose,
light reddish-brown and gray becoming black at 3',
moist.
SAND, silty, well sorted, moderate density, light brown
to tan, wet.
SAND, silty, with quartz pebbles, medium to
fine-grained, moderately dense, poorly sorted, light tan
with reddish quartz pebbles, wet to saturated.
Same as above.
SAND, silty, well sorted, medium to fine grain, dense,
light tan - gray, wet.
SAND, medium to coarse grained, moderately dense
with trace of quartz gravel, poorly sorted, light to
medium gray, wet.
SP
SP
SW
SW
SP
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-01B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/31/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306091.71
16.61 ft
25.0 ft BGS
K. Fox
203061.57
16.61 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, well sorted, loose,
light reddish-brown and gray becoming black at 3',
moist.
SAND, silty, well sorted, moderate density, light brown
to tan, wet.
SAND, silty, with quartz pebbles, medium to
fine-grained, moderately dense, poorly sorted, light tan
with reddish quartz pebbles, wet to saturated.
Same as above.
SAND, silty, well sorted, medium to fine grained,
dense, light tan - gray, wet.
SAND, medium to coarse grained, moderately dense
with trace of quartz gravel, poorly sorted, light to
medium gray, wet.
SP
SP
SW
SW
SP
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-01C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/31/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306090.72
16.55 ft
45.0 ft BGS
K. Fox
203064.2
16.55 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, well sorted, black to
tan, loose, dry.
SAND, silty, medium-fine grained, well sorted, tan,
loose, moist.
SAND, medium to fine grained, well sorted, tan to light
tan, loose, moist.
SAND, medium-fine grained, well sorted, light tan to
white, loose.
SAND, silty, medium-fine grained, well sorted, tan,
loose, wet.
SAND, silty, medium-fine grained, well sorted, tan
brown, dense, wet.
SAND, medium-fine grained, well sorted, light tan,
loose, wet.
SAND, silty, medium-fine grained, well sorted, brown,
sense, wet.
SP
SP
SP
SP
SP
SP
SP
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-02B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/31/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306450.12
27.08 ft
25.0 ft BGS
K. Fox
202156.49
27.08 ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, well sorted, black to
tan, loose, dry.
SAND, silty, medium-fine grained, well sorted, tan,
loose, moist.
SAND, medium to fine grained, well sorted, tan to light
tan, loose, moist.
SAND, medium-fine grained, well sorted, light tan to
white, loose.
SAND, silty, medium-fine grained, well sorted, tan,
loose, wet.
SAND, silty, medium-fine grained, well sorted, tan
brown, dense, wet.
SAND, medium-fine grained, well sorted, light tan,
loose, wet.
SAND, silty, medium-fine grained, well sorted, brown,
sense, wet.
SAND, medium fine to course grained, poorly sorted,
light tan white, loose, wet.
Same as above, 1" recovery.
Same as above.
SP
SP
SP
SP
SP
SP
SP
SP
SW
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-02C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/30/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306445.96
27.20 ft
48.0 ft BGS
K. Fox
202160.58
27.20 ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, well sorted, black to
tan, loose, dry.
SAND, silty, medium-fine grained, well sorted, tan,
loose, moist.
SAND, medium to fine grained, well sorted, tan to light
tan, loose, moist.
SAND, medium-fine grained, well sorted, light tan to
white, loose.
SAND, silty, medium-fine grained, well sorted, tan,
loose, wet.
SAND, silty, medium-fine grained, well sorted, tan
brown, dense, wet.
SAND, medium-fine grained, well sorted, light tan,
loose, wet.
SAND, silty, medium-fine grained, well sorted, brown,
sense, wet.
SAND, medium fine to course grained, poorly sorted,
light tan white, loose, wet.
Same as above, 1" recovery.
Same as above.
SAND, silty, medium-fine grained, dense, well sorted to
poorly sorted, gravel and coarse sand for last 3', white
orange silt lens at 54' (3"), wet.
SP
SP
SP
SP
SP
SP
SP
SP
SW
SW
SW
SW
SP
Protective casing with
locking cap.
2" Sch. 40 threaded PVC
Riser
Grout
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-02D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/10/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/10/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306457.78
26.62 ft
97.0 ft BGS
K. Fox
202147.28
26.62 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, dense, well sorted to
poorly sorted, gravel and coarse sand for last 3', white
orange silt lens at 54' (3"), wet. (continued)
SAND, silty, fine grained, dense, well sorted with trace
shell, dark greenish grey, semi consolidated lens at
~66' (2"). (Pee Dee Formation)
No recovery.
No recovery.
SW
SP
SP
SW
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-02D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/10/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/10/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306457.78
26.62 ft
97.0 ft BGS
K. Fox
202147.28
26.62 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, tan, wet at 7'.
SAND, silty, well sorted, white, loose.
SAND, well sorted, white, loose.
SAND, poorly sorted.
SP
SP
SP
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-03B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/2/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/2/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306678.86
18.23 ft
25.0 ft BGS
K. Fox
201583.66
18.23 ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, tan, wet at 7'.
SAND, silty, well sorted, white, loose.
SAND, well sorted, white, loose.
SAND, poorly sorted.
Same as above.
Same as above.
SP
SP
SP
SW
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-03C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/2/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306673.94
18.20 ft
48.0 ft BGS
K. Fox
201584.81
18.20 ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, medium to fine grained, well sorted, tan (NYR
7/8) to white (GLEY1 8/N), loose, moist at 7'.
SAND, fine to medium grained, well sorted, light tan
(25Y 8/2) to grey white (N 8/N) , loose, wet.
Same as above.
SP
SP
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-04B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/30/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/30/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307820.78
18.62 ft
25.0 ft BGS
K. Fox
198812.83
18.62 ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, medium to fine grained, well sorted, tan (NYR
7/8) to white (GLEY1 8/N), loose, moist at 7'.
SAND, fine to medium grained, well sorted, light tan
(25Y 8/2) to grey white (N 8/N) , loose, wet.
Same as above.
SAND, medium to course grained, poorly sorted, light
tan (25Y 8/2), loose, wet.
SAND, fine to course grained , poorly sorted, white with
tan, course grains, loose, wet.
SAND, fine grained, well sorted, grey white, loose, wet.
Same as above.
SP
SP
SP
SW
SW
SP
SC
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-04C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/29/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/29/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307818.27
18.43 ft
48.0 ft BGS
K. Fox
198803.25
18.43 ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium to fine grained, well-sorted,
medium density, light red-brown, moist.
Same as above, medium brown, wet.
Same as above.
SAND silty with quartz pebbles, coarse to medium fine
grain, poorly sorted, medium density, light brown-gray
with red quartz, wet.
SP
SP
SP
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-05B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/2/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/2/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308134.95
23.70 ft
25.0 ft BGS
K. Fox
198021.26
23.70 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium to fine grained, well-sorted,
medium density, light red-brown, moist.
Same as above, medium brown, wet.
Same as above.
SAND silty with quartz pebbles, coarse to medium fine
grain, poorly sorted, medium density, light brown-gray
with red quartz, wet.
Same as above with abundant quartz pebbles at
31-32'.
Same as above.
SP
SP
SP
SW
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-05C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/2/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/2/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308133.35
23.69 ft
47.0 ft BGS
K. Fox
198024.46
23.69 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium to fine grained, well-sorted,
medium density, light red-brown, moist.
Same as above, medium brown, wet.
Same as above.
SAND silty with quartz pebbles, coarse to medium fine
grain, poorly sorted, medium density, light brown-gray
with red quartz, wet.
Same as above with abundant quartz pebbles at
31-32'.
Same as above.
SAND, silty, medium-fine grained, dense, wet,
moderately-sorted, white, 2" silt/clay lens at 52'
becoming reddish-yellow and coarse grained at 56'.
SP
SP
SP
SW
SW
SW
SW
Protective casing with
locking cap.
2" Sch. 40 threaded PVC
Riser
Grout
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-05D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
6/10/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/9/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308125.18
23.78 ft
100.0 ft BGS
K. Fox
198024.76
23.78 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, dense, wet,
moderately-sorted, white, 2" silt/clay lens at 52'
becoming reddish-yellow and coarse grained at 56'.
(continued)
SAND, silty, medium-fine grained with trace quartz
gravel, poorly sorted, dense, wet, light - medium gray,
9" lens of coarse sand from 60-60.9' then silty sand,
medium-fine grained, well-sorted, dense, wet light
green then silty sand/sand-with-silt very dense,
well-sorted, saturated with large shells (>3") at 64',
trace shell to 77'.
Same as above with 3' lens of
sandstone/semiconsolidated sand at 82' and very
dense sand lens (1') at 92'.
Same as above increased fines with depth, slightly
plastic at base.
SW
SW
SM
SM
SM
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-05D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
6/10/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/9/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308125.18
23.78 ft
100.0 ft BGS
K. Fox
198024.76
23.78 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium to fine grained, well-sorted,
medium density, light red-brown, moist.
Same as above, medium brown, wet.
Same as above.
SAND silty with quartz pebbles, coarse to medium fine
grain, poorly sorted, medium density, light brown-gray
with red quartz, wet.
Same as above with abundant quartz pebbles at
31-32'.
Same as above.
SAND, silty, medium-fine grained, dense, wet,
moderately-sorted, white, 2" silt/clay lens at 52'
becoming reddish-yellow and coarse grained at 56'.
SP
SP
SP
SW
SW
SW
SW
Protective casing with
locking cap.
2" Sch. 40 threaded PVC
Riser
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-05E
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 3
5/8/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/8/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308127.63
23.50 ft
150.0 ft BGS
K. Fox
198018.09
23.50 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, dense, wet,
moderately-sorted, white, 2" silt/clay lens at 52'
becoming reddish-yellow and coarse grained at 56'.
(continued)
SAND, silty, medium-fine grained with trace quartz
gravel, poorly sorted, dense, wet, light - medium gray,
9" lens of coarse sand from 60-60.9' then silty sand,
medium-fine grained, well-sorted, dense, wet light
green then silty sand/sand-with-silt very dense,
well-sorted, saturated with large shells (>3") at 64',
trace shell to 77'.
Same as above with 3' lens of
sandstone/semiconsolidated sand at 82' and very
dense sand lens (1') at 92'.
Same as above increased fines with depth, slightly
plastic at base.
SW
SW
SM
SM
SM
Grout
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-05E
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 3
5/8/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/8/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308127.63
23.50 ft
150.0 ft BGS
K. Fox
198018.09
23.50 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above increased fines with depth, slightly
plastic at base. (continued)
Same as above, grading to a silty clayey sand/sandy
clayey silt, low plasticity, very dense.
Same as above, sandy, clayey, silt/silty clayey sand.
Boring terminated at 150'.
SM
SM
ML
SM
ML
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-05E
105
110
115
120
125
130
135
140
145
150
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 3 OF 3
5/8/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/8/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308127.63
23.50 ft
150.0 ft BGS
K. Fox
198018.09
23.50 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, well sorted, light
brown to gray.
Same as above, light reddish brown, moist to wet.
SAND, silty, medium to fine grained, well sorted, light
brown to tan, dense, wet.
Same as above with quartz grains (pebble) and small
gravel seam at 19'.
SP
SP
SP
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-06B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
1/30/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/30/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307503.39
17.34 ft
27.0 ft BGS
K. Fox
199639.95
17.34 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, well sorted, light
brown to gray.
Same as above, light reddish brown, moist to wet.
SAND, silty, medium to fine grained, well sorted, light
brown to tan, dense, wet.
Same as above with quartz grains (pebble) and small
gravel seam at 19'.
Same as above, increasing silt, silt lens at 30' and 6"
gravel lens as 33'.
SAND, silty, medium to fine grained, medium density,
poorly to moderately sorted, light gray, tan, wet.
SAND, coarse grained with small gravel, light grey to
reddish brown, loose to slightly dense, saturated.
Poorly sorted.
SAND, coarse with fine gravel and silt, light orange-red,
for 1', then grading to dark gray, dense, wet, poorly
sorted.
SP
SP
SP
SP
SP
SW
SW
SP
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-06D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 3
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/29/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307502.47
17.48 ft
127.0 ft BGS
K. Fox
199642.47
17.48 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, very fine-grained with some clay, well
sorted, dense, wet to saturated, increasing fines with
depth. (continued)
SILT, sandy and silty, stiff to very stiff occasionally
consolidated, dark green, wet to saturated. (6" dry lens
at 65').
Same as above, wet to saturated.
Same as above, wet.
Same as above, becoming clayey at 95'.
Same as above, increased fines, increased stiffness,
decreased moisture, trace shell.
SM
ML
ML
ML
ML
ML
Bentonite seal
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-06D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 3
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/29/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307502.47
17.48 ft
127.0 ft BGS
K. Fox
199642.47
17.48 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above, increased fines, increased stiffness,
decreased moisture, trace shell. (continued)
Same as above, increasing stiffness.
Semi-consolidated, hard 2' lens, silty fine sand, dry.
SILT, sandy, clayey, low plasticity, moderately stiff,
dark green, moist to wet.
Boring terminated. Backfill boring with cuttings to 108'
to set well.
ML
ML
SC
ML
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-06D
105
110
115
120
125
130
135
140
145
150
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 3 OF 3
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/29/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307502.47
17.48 ft
127.0 ft BGS
K. Fox
199642.47
17.48 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, well sorted, light
brown to gray.
Same as above, light reddish brown, moist to wet.
SAND, silty, medium to fine grained, well sorted, light
brown to tan, dense, wet.
Same as above with quartz grains (pebble) and small
gravel seam at 19'.
Same as above, increasing silt, silt lens at 30' and 6"
gravel lens as 33'.
SAND, silty, medium to fine grained, medium density,
poorly to moderately sorted, light gray, tan, wet.
SAND, coarse grained with small gravel, light grey to
reddish brown, loose to slightly dense, saturated.
Poorly sorted.
SAND, coarse with fine gravel and silt, light orange-red,
for 1', then grading to dark gray, dense, wet, poorly
sorted.
SP
SP
SP
SP
SP
SW
SW
SP
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-06E
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 3
5/12/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/12/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307507.34
17.43 ft
150.0 ft BGS
K. Fox
199648.93
17.43 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, very fine-grained with some clay, well
sorted, dense, wet to saturated, increasing fines with
depth. (continued)
SILT, sandy and silty, stiff to very stiff occasionally
consolidated, dark green, wet to saturated. (6" dry lens
at 65').
Same as above, wet to saturated.
Same as above, wet.
Same as above, becoming clayey at 95'.
Same as above, increased fines, increased stiffness,
decreased moisture, trace shell.
SM
ML
ML
ML
ML
ML
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-06E
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 3
5/12/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/12/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307507.34
17.43 ft
150.0 ft BGS
K. Fox
199648.93
17.43 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above, increased fines, increased stiffness,
decreased moisture, trace shell. (continued)
Same as above, increasing stiffness.
Semi-consolidated, hard 2' lens, silty fine sand, dry.
SILT, sandy, clayey, low plasticity, moderately stiff,
dark green, moist to wet.
Same as above.
Same as above.
No samples collected.
Boring terminated at 150'.
ML
ML
SC
ML
ML
ML
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-06E
105
110
115
120
125
130
135
140
145
150
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 3 OF 3
5/12/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/12/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307507.34
17.43 ft
150.0 ft BGS
K. Fox
199648.93
17.43 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, medium to fine grained,
red-brown, loose, moist.
SAND, silty, well sorted, medium to fine grained,
gray-light brown, moderate dense, moist to wet.
Same as above, medium to light gray, saturated at 15'.
Same as above with lenses of coarse sand and
pebbles at 19' (18") and 22' (6"), poorly sorted within
lenses, wet.
SAND, silty, medium to coarse grained, some pebbles,
poorly sorted, light gray, moderate density, saturated.
Same as above with abundant quartz pebbles 37-40'.
SAND, silty, fine grained, well sorted, dense, dark
green, wet. Pee Dee formation sharp contact.
SAND, silty, fine grained, well sorted, dense, dark
green, wet-saturated.
SP
SP
SP
SP
SW
SW
SM
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-07D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/29/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306853.91
14.80 ft
98.0 ft BGS
K. Fox
201037.19
14.80 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, fine grained, well sorted, dense, dark
green, wet-saturated. (continued)
Same as above, massive bedding.
Same as above.
Same as above.
Same as above.
SAND, silty, fine grained, well sorted, massive bedded,
very dense to hard, medium dark green, moist.
Boring terminated at 98'.
SM
SM
SM
SM
SM
SM
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-07D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
1/31/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:1/29/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306853.91
14.80 ft
98.0 ft BGS
K. Fox
201037.19
14.80 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, tan, wet at 5'.
Same as above.
Same as above, poorly sorted.
Same as above.
SP
SP
SP
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-08B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/5/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/5/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2304212.85
13.47 ft
25.0 ft BGS
K. Fox
203420
13.47 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, tan, wet at 5'.
Same as above.
Same as above, poorly sorted.
Same as above.
Same as above.
Same as above.
SAND, silty fine-grained, (Pee Dee Formation).
SP
SP
SP
SP
SP
SP
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-08C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/4/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/3/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2304205.34
13.40 ft
48.0 ft BGS
K. Fox
203419.38
13.40 ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, moderate density, light gray,
moist.
Same as above, reddish-brown, wet.
SAND, silty, poorly sorted, medium-fine grained to
coarse grained with large quartz grains (red), dense,
light gray-brown, wet.
Same as above with abundant quartz pebbles, coarse
sand and pebble layer 1' thick at 24-25'.
SP
SP
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-09B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/3/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/3/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307795.83
14.26 ft
27.0 ft BGS
K. Fox
196083.31
14.13 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, moderate density, light gray,
moist.
Same as above, reddish-brown, wet.
SAND, silty, poorly sorted, medium-fine grained to
coarse grained with large quartz grains (red), dense,
light gray-brown, wet.
Same as above with abundant quartz pebbles, coarse
sand and pebble layer 1' thick at 24-25'.
Same as above with 4" clay lens at 34'.
SAND, silty, loose, medium to fine grained with thin
clay laminae, well sorted, very dense, light greenish
gray, wet.
SAND, silty, medium-fine to coarse grained, poorly
sorted, dense, light gray-light brown, wet to saturated.
SP
SP
SW
SW
SW
SP
SM
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-09C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/3/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/3/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307793.85
17.36 ft
45.0 ft BGS
K. Fox
196081.45
14.26 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, well sorted, moderate density, light gray,
moist.
Same as above, reddish-brown, wet.
SAND, silty, poorly sorted, medium-fine grained to
coarse grained with large quartz grains (red), dense,
light gray-brown, wet.
Same as above with abundant quartz pebbles, coarse
sand and pebble layer 1' thick at 24-25'.
Same as above with 4" clay lens at 34'.
SAND, silty, loose, medium to fine grained with thin
clay laminae, well sorted, very dense, light greenish
gray, wet.
SAND, silty, medium-fine to coarse grained, poorly
sorted, dense, light gray-light brown, wet to saturated.
Same as above, becoming reddish-orange.
SP
SP
SW
SW
SW
SP
SM
SW
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-09D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/7/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/7/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307788.1
14.59 ft
97.0 ft BGS
K. Fox
196076.31
14.59 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine to coarse grained with trace
gravel (quartz), dense, poorly sorted, wet,
reddish-yellow (7.5 YR 6/8) for ~2.5' then silty fine sand
(Pee Dee formation), very dense, well sorted, wet, dark
greenish gray (GLEY1 4/y) with cobble at ~50', quartz
stones at 47' and some trace shell and coquina at 53'.
(continued)
Same as above.
Same as above.
Same as above, increased fines, increased
stiffness/density.
Same as above with 1' lens of very dense, dry sand at
90'.
Boring terminated at 97'.
SM
SM
SM
SM
SM
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
AW-09D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/7/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/7/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307788.1
14.59 ft
97.0 ft BGS
K. Fox
196076.31
14.59 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No sample collected above 32'.
SAND, silty, medium fine grained with gravel-cobble
size stone (trace), dense, poorly sorted, wet, light
greenish brown, sharp contact at 35' (Pee Dee) with
~5" cobble (cemented sand and shell) at contact.
SAND, silty, fine grained with lenses of silty sand, light
greenish grey, dense, moist, well sorted.
Same as above with large shell and semi-consolidated
cobble, shell/gravel layer (1') at 46'.
SW
SM
SM
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-01
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/15/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/15/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
57.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above with large shell and semi-consolidated
cobble, shell/gravel layer (1') at 46'. (continued)
Boring terminated at 57'.
SM
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-01
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/15/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/15/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
57.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No sampling.
SAND, silty, medium fine grained with occasional thin
silty, well sorted laminae, white-light gray, saturated,
dense, wood fragments at 5-7'.
SW
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-02
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/15/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/15/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
77.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained with occasional thin
silty, well sorted laminae, white-light gray, saturated,
dense, wood fragments at 5-7'. (continued)
Boring terminated at 57'.
SW
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-02
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/15/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/15/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
77.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No samples.
SAND, silty, coarse grained with some fine gravel, wet,
poorly sorted, light reddish yellow, 2" silt lens at 38-39'.
SAND, silty, fine grained, very dense-dense, saturated,
well sorted, light green, increased fines with depth, dark
greenish grey at 50'.
SW
SM
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-03
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/16/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/16/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
57.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, fine grained, very dense-dense, saturated,
well sorted, light green, increased fines with depth, dark
greenish grey at 50'. (continued)
Boring terminated at 57'.
SM
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-03
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/16/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/16/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
57.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No sampling.
SAND, silty, medium fine grained, well-sorted with
occasional thin silt, well sorted laminae, white-light
gray, saturated, dense, wood fragments at 57'.
SW
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-05
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/9/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/9/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
40.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, well-sorted with
occasional thin silt, well sorted laminae, white-light
gray, saturated, dense, wood fragments at 57'.
(continued)
SAND, silty, medium fine to coarse grained with trace
fine gravel to 59' then, SAND, silty, fine grained, (Pee
Dee), light green, well sorted, dense, wet, becoming
dark green at 62'.
Boring terminated at 77'.
SW
SP
SW
SP
SM
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-05
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/9/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/9/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
40.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No samples to 37'.
SAND, silty, medium fine-coarse grain with coarse
sand layer and gravel at 48-50', saturated, dense,
poorly sorted, reddish yellow and light tan. Then sharp
contact at 51', silty fine sand, dense-very dense,
saturated, dark greenish grey, well sorted.
SW
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-06
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/15/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/15/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
57.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine-coarse grain with coarse
sand layer and gravel at 48-50', saturated, dense,
poorly sorted, reddish yellow and light tan. Then sharp
contact at 51', silty fine sand, dense-very dense,
saturated, dark greenish grey, well sorted. (continued)
Boring terminated at 57'.
SW
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-06
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/15/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/15/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
57.0 ft BGS
K. Fox
ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No samples collected.
SAND, medium to fine, poorly sorted, brown, sorted
with woody layer at 31'.
SAND, coarse to fine grained, poorly sorted, loose,
light gray.
SAND, silty, fine grained, medium stiff, gray green.
Contact at 40' (Pee Dee).
Boring terminated at 50'.
SP
SW
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-07
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
5/16/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/16/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
50.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No samples collected.
SAND, silty, medium to coarse grained, poorly sorted,
loose.
Sharp contact (Pee Dee).
SILT, sandy, gray green, dense, non plastic.
SAND, silty, very fine, gray, green.
CLAY, silty, medium stiff, plastic, gray green.
SAND, silty, medium to fine, poorly sorted, loose, gray
green.
CLAY, silty, sandy, medium stiff, plastic, gray green.
SILT, sandy, soft, non plastic.
CLAY, silty, medium stiff, plastic, gray green.
SAND, silty, coarse to fine grained, poorly sorted,
loose, gray green.
CLAY, silty sandy, moderately stiff, plastic, gray green.
SAND, very fine, sorted, light gray green.
SW
ML
SW
CL
SW
CL
ML
CL
SW
CL
SP
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-08
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/16/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/16/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
60.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, very fine grained, sorted, medium loose,
6" layer of sandstone and shell from 55.5-56'.
(continued)
Boring terminated at 60'.
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-08
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/16/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/16/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
60.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No sample collected.
SAND, silty, tan, fine to medium grained. Contact at
48' (Pee Dee).
SAND, silty, fine grained, gray green.
SW
SW
SW
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-09
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/17/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/17/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
60.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, fine grained, gray green, sandstone/rock
layers at 51, 53, 55, 56, and 58'. (continued)
Boring terminated at 60'.
SW
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-09
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/17/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/17/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
60.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No samples collected.
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-10
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
5/16/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/16/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
60.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, tan, fine, loose, sorted, sharp contact at 56'
(Pee Dee). (continued)
SAND, silty, fine, greenish gray, loose, sorted.
Boring terminated at 60'.
SP
SW
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-10
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
5/16/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/16/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
60.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
No sample collected.
SAND, silty, tan, sandstone at 40', medium to fine
grained, sorted, contact at 48' (Pee Dee).
SAND, silty, fine grained, sorted, gray green.
Boring terminated at 50'.
SW
SW
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
CUB-12
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
5/17/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/17/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
ft
50.0 ft BGS
K. Fox
ft
ft TOC
R. Jacobs
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, medium density, well
sorted, wet at ~7', white to 15' then silty SAND,
medium-fine grained, dense, well-moderately sorted,
brown with some coarse grains (red-orange).
Same as above to 21' then silty medium-fine to coarse
grained SAND, dense, saturated, poorly sorted, light
reddish gray to light gray, very coarse with fine gravel
21-24'. Alternating beds of medium-fine grained and
coarse sand, coarse at base with orange stain.
Same as above to 45', very coarse from 40-45' then
fine silty SAND, saturated, medium density, well-sorted
with coarse sand layer from 49-50'. Cobbles with green
fine sand in bottom 5'.
SP
SW
SW
Protective casing with
locking cap.
2" Sch. 40 threaded PVC
Riser
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
MW-23E
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 3
5/12/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/12/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306894.64
13.79 ft
137.0 ft BGS
K. Fox
198979.66
13.79 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above to 45', very coarse from 40-45' then
fine silty SAND, saturated, medium density, well-sorted
with coarse sand layer from 49-50'. Cobbles with green
fine sand in bottom 5'. (continued)
Same as above, increased fines with depth.
Same as above.
Same as above, increased fines, plasticity from
110-117'.
SW
SM
SP
SM
SP
SM
SP
Grout
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
MW-23E
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 3
5/12/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/12/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306894.64
13.79 ft
137.0 ft BGS
K. Fox
198979.66
13.79 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above, increased fines, plasticity from
110-117'. (continued)
Same as above.
Same as above.
SM
SP
SM
SP
SM
SP
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
MW-23E
105
110
115
120
125
130
135
140
145
150
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 3 OF 3
5/12/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:5/12/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2306894.64
13.79 ft
137.0 ft BGS
K. Fox
198979.66
13.79 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium to fine grained, loose, light gray
for 2' then red-brown for 1'.
SAND, silty, medium fine grained to coarse grained,
dense, dark brown with oxides and some slight
consolidation, wet.
SAND, silty, medium fine to coarse grained, medium
density, poorly sorted, light brown-gray, wet.
Same as above, saturated with abundant quartz layer
at 7-8'.
Same as above with a 9" silt, lens, stiff, low plasticity,
dark brown at 19', abundant quartz grains (to pebble
size) at 25' (1' thick).
SP
SW
SW
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
MW-37B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/4/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/4/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308956.68
20.88 ft
27.0 ft BGS
K. Fox
193820.03
20.88 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium to fine grained, loose, light gray
for 2' then red-brown for 1'.
SAND, silty, medium fine grained to coarse grained,
dense, dark brown with oxides and some slight
consolidation, wet.
SAND, silty, medium fine to coarse grained, medium
density, poorly sorted, light brown-gray, wet.
Same as above, saturated with abundant quartz layer
at 7-8'.
Same as above with a 9" silt, lens, (stiff, low plasticity,
dark brown at 19'), abundant quartz grains (to pebble
size) at 25' (1' thick).
Same as above with quartz pebble (orange) lenses at
29' (6"), 31' (3"), and 35' (6"). Silty sand lens (12") at
36'
Same as above with coarse grained orange quartz lens
at 39' (1') and 2" clay lens at 38.5.
Sharp contact at 43', )Pee Dee formation), above
material underlain by silty SAND, fine grained, very
dense, well sorted with glauconite (trace), light green,
wet.
SP
SW
SW
SW
SW
SW
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
2" pre-packed well screen
Sand Pack
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
MW-37C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
2/4/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:2/4/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308959.44
20.94 ft
47.0 ft BGS
K. Fox
193819.39
20.94 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, saturated, (perched
water zone 3-5'), dense, well sorted, light gray (70 YR
7/12) followed by silty sand, medium fine grained,
saturated at 7', dense, well sorted, pale yellow (2.5 YR
8/2).
Same as above to 15' then becoming coarser grained
with red sand grains, wet.
SAND, silty, medium-fine to coarse grained with some
fine gravel, moderately dense, poorly sorted, very pale
yellow (10 YR 7/3) with reddish yellow coarse grains.
SP
SP
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-01B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/14/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/14/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308712.96
13.91 ft
23.9 ft BGS
K. Fox
199292.01
13.91 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, saturated, (perched
water zone 3-5'), dense, well sorted, light gray (70 YR
7/12) followed by silty sand, medium fine grained,
saturated at 7', dense, well sorted, pale yellow (2.5 YR
8/2).
Same as above to 15' then becoming coarser grained
with red sand grains, wet.
SAND, silty, medium-fine to coarse grained with some
fine gravel, moderately dense, poorly sorted, very pale
yellow (10 YR 7/3) with reddish yellow coarse grains.
Same as above with trace fine gravel, 2" silt lens at 33'
and 3" silt lens at 34.5'. Weathered sandstone
fragments (conglomerate) at 35', becoming
reddish-yellow (7.5 YR 6/8) at 34'.
Same as above to 45' with coarse sand/fine gravel
layer at 41-42', 2" silt lenses at 42 and 43' becoming
greenish gray (GLEY1 6/1) at 39' then silty fine SAND
(Pee Dee), dense, well sorted, wet, dark greenish grey
(GLEY-1 4/y), trace large gravel at 45'.
Boring terminated at 48'.
SP
SP
SW
SW
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-01C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/14/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/14/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308717.75
13.99 ft
48.0 ft BGS
K. Fox
199295.12
13.99 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, medium dense, well
sorted, moist (wet at 5'), then light brown with heavy
organic staining at 5'.
Same as above, becoming coarser-grained with depth
to 14' then silty SAND, medium-fine to coarse grained
with occasional red staining, light grey-brown, medium
density, moderate to poorly sorted, wet.
Same as above with coarse sand lens from 21-23' and
24-26'.
SP
SW
SP
SW
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
2" pre-packed well screen
Bentonite seal
Sand Pack
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SW-02B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
3/24/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/24/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308908.42
17.38 ft
25.0 ft BGS
K. Fox
198396.18
17.38 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium fine grained, medium dense, well
sorted, moist (wet at 5'), then light brown with heavy
organic staining at 5'.
Same as above, becoming coarser-grained with depth
to 14' then silty SAND, medium-fine to coarse grained
with occasional red staining, light grey-brown, medium
density, moderate to poorly sorted, wet.
Same as above with coarse sand lens from 21-23' and
24-26'.
Same as above with coarse sand and small pebbles
from 28-33' and 34-37'.
Same as above with coarse grained sand to 45' then
silty SAND (Pee Dee), medium fine grained with 2" silt
lens at 46', medium dense, moderate to poorly sorted,
medium grayish brown to dark gray, wet.
Boring terminated at 48'.
SP
SW
SP
SW
SP
SW
SP
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SW-02C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
3/24/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/24/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308904.84
17.5 ft
48.0 ft BGS
K. Fox
198403.45
17.50 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, moderately dense,
well sorted, moist to 6' then wet, light brown to dark
brown for 4' then medium-yellowish brown to tan to 8'.
SAND, silty, medium fine to coarse grained, dense,
poorly sorted, wet, light reddish brown to 10' then silty
sand, medium fine grained, very dense for 2', dark
brown to medium brown, well sorted, wet to 15', then
poorly sorted sand.
SAND, silty, medium to coarse grained with abundant
red coarse grains, dense, saturated, poorly sorted.
SP
SW
SM
SP
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SW-03B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
3/25/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/25/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309459.02
15.43 ft
24.9 ft BGS
K. Fox
197748.56
15.43 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, moderately dense,
well sorted, moist to 6' then wet, light brown to dark
brown for 4' then medium-yellowish brown to tan to 8'.
SAND, silty, medium fine to coarse grained, dense,
poorly sorted, wet, light reddish brown to 10' then silty
sand, medium fine grained, very dense for 2', dark
brown to medium brown, well sorted, wet to 15', then
poorly sorted sand.
SAND, silty, medium to coarse grained with abundant
red coarse grains, dense, saturated, poorly sorted,
trace glauconite 27-28', light grey brown with red
grains.
Same as above, very coarse for 5', 4" silt lens, (very
stiff) at 34' and fine sand lens (6") at 37'.
Same as above with wood layer from 43-45'.
Same as above.
SP
SW
SM
SP
SW
SW
SW
SP
SP
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SW-03C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 2
3/25/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/25/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309453.18
15.33 ft
53.0 ft BGS
K. Fox
197745.03
15.33 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above. (continued)
Boring terminated at 53', backfill to 47'.
SP
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SW-03C
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 2
3/25/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:3/25/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309453.18
15.33 ft
53.0 ft BGS
K. Fox
197745.03
15.33 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, loose, moderately dense, well sorted, wet
at 2', light gray (2.5Y 7/2).
Same as above with 8" silt lens at 11' becoming
medium fine to coarse grained at 15'.
Same as above with some fine gravel from 18-20'.
SP
SP
SW
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-04B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/27/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/14/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307663.93
16.34 ft
24.0 ft BGS
K. Fox
202569.12
13.03 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

8
/
3
/
1
5
SAND, silty, loose, moderately dense, well sorted, wet
at 2', light gray (2.5Y 7/2).
Same as above with 8" silt lens at 11' becoming
medium fine to coarse grained at 15'.
Same as above with some fine gravel from 18-20' and
coarse sand layer from 26-28'.
SAND, silty, medium-fine grained, dense, well sorted,
wet, white (10YR 8/1).
SAND, fine to coarse grained with some fine gravel,
dense, poorly sorted, wet, reddish-yellow (7.5 YR 6/8)
to 41'.
SAND, silty, coarse grained with trace of fine gravel,
dense, moderate to poorly sorted, wet, reddish-yellow
(7.5 YR 6/8) to 45'.
SAND, silty, fine grained, dense, well sorted, wet, dark,
greenish gray (GLEY01 4/1) to 48'
Boring terminated at 48'.
SP
SP
SW
SW
SP
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-04C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/13/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/13/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2307665.57
13.03 ft
45.0 ft BGS
K. Fox
202565.07
12.69 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, loose to moderately
dense, well sorted, moist to 9' then wet, heavy organic
staining and roots from 2-4' then light brownish gray
(2.5 Y 6/2).
Same as above, olive brown (2.5 Y 4/4), from 8-10'
then light brownish gray (2.5 YR 6/2).
SAND, silty, medium to coarse grained, moderately
dense, moderate to poorly sorted, wet - saturated, light
yellowish brown (2.5 Y 6/3) with red/yellow flecks.
SP
SP
SP
SW
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-05B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/13/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/13/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308551.36
12.69 ft
24.8 ft BGS
K. Fox
201027.58
13.63 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, loose to moderately
dense, well sorted, moist to 9' then wet, heavy organic
staining and roots from 2-4' then light brownish gray
(2.5 Y 6/2).
Same as above, olive brown (2.5 Y 4/4), from 8-10'
then light brownish gray (2.5 YR 6/2).
SAND, silty, medium to coarse grained, moderately
dense, moderate to poorly sorted, wet - saturated, light
yellowish brown (2.5 Y 6/3) with red/yellow flecks.
Same as above, very coarse sand from 28-32', 1" clay
lens at 33'.
SAND, coarse grained to 43', medium density, poorly
sorted, wet, reddish-yellow (7.5YR 6/8) with quartz
pebbles at 42-43' then fine silty SAND (Pee Dee),
dense, well sorted, wet, dark-greenish gray (GLEY1
4/1).
Set well at 43.8'.
SP
SP
SP
SW
SP
SW
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-05C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/13/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/13/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2308554.63
13.49 ft
43.8 ft BGS
K. Fox
201027.18
13.49 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, moderate to poorly
sorted, dense, moist, wet at 4', light gray (2.5Y 7/2) with
red flecks and some coarse grains, becoming darker in
color at 7'.
Same as above with coarse grain zone from 16-17' and
increased fines 17-18'.
Same as above to 22' then clayey SILT lens of 2'
thickness, low plasticity, slight orange, stiff, light
brownish gray (10 YR 6/2), then silty SAND, medium
fine grained, well sorted, white (10YR 5/1).
SW
SP
SW
SP
SW
SP
ML
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-06B
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/10/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/10/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309008.69
13.87 ft
24.4 ft BGS
K. Fox
200222.83
13.87 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, moderate to poorly
sorted, dense, moist, wet at 4', light gray (2.5Y 7/2) with
red flecks and some coarse grains, becoming darker in
color at 7'.
Same as above with coarse grain zone from 16-17' and
increased fines 17-18'.
Same as above to 22' then clayey SILT lens of 2'
thickness, low plasticity, slight orange, stiff, light
brownish gray (10 YR 6/2), then silty SAND, medium
fine grained, well sorted, white (10YR 5/1).
SAND, Same as above.
SAND, silty, medium-coarse grained, dense, poorly
sorted, wet, reddish-yellow (5YR 6/6) to 40' then same
as above with quartz pebbles, grey (GLEY-1) to 43'
Sharp contact with silty fine SAND (Pee Dee), medium
fine grained, dense, well sorted, wet with 2"-3"
conglomerate and quartz gravel (TRACE), dark gray
(GLEY 4/1).
SW
SP
SW
SP
SW
SP
ML
SP
SP
SW
SM
Protective casing with
locking cap.
Grout
2" Sch. 40 threaded PVC
Riser
Bentonite seal
Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-06C
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 1
4/10/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/10/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309012.8
13.03 ft
44.0 ft BGS
K. Fox
200222.29
13.03 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, medium-fine grained, moderate to poorly
sorted, dense, moist, wet at 4', light gray (2.5Y 7/2) with
red flecks and some coarse grains, becoming darker in
color at 7'.
Same as above with coarse grain zone from 16-17' and
increased fines 17-18'.
Same as above to 22' then clayey SILT lens of 2'
thickness, low plasticity, slight orange, stiff, light
brownish gray (10 YR 6/2), then silty SAND, medium
fine grained, well sorted, white (10YR 5/1).
SAND, Same as above.
SAND, silty, medium-coarse grained, dense, poorly
sorted, wet, reddish-yellow (5YR 6/6) to 40' then same
as above with quartz pebbles, grey (GLEY-1) to 43'
Sharp contact with silty fine SAND (Pee Dee), medium
fine grained, dense, well sorted, wet with 2"-3"
conglomerate and quartz gravel (TRACE), dark gray
(GLEY 4/1).
SAND, silty, fine, same as above, saturated.
SW
SP
SW
SP
SW
SP
ML
SP
SP
SW
SM
SM
Protective casing with
locking cap.
Grout
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-06D
5
10
15
20
25
30
35
40
45
50
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 1 OF 3
4/8/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/6/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309017.66
12.80 ft
108.0 ft BGS
K. Fox
200221.2
12.80 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
SAND, silty, fine, same as above, saturated.
(continued)
Same as above, increased fines.
Same as above.
No recovery.
No recovery.
Same as above with semi consolidated layer (1') at
base.
SM
SM
SM
SM
2" Sch. 40 threaded PVC
Riser
Bentonite seal
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-06D
55
60
65
70
75
80
85
90
95
100
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 2 OF 3
4/8/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/6/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309017.66
12.80 ft
108.0 ft BGS
K. Fox
200221.2
12.80 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5
Same as above with semi consolidated layer (1') at
base. (continued)
Boring terminated at 108'.
SM Sand Pack
2" pre-packed well screen
SA
M
P
L
E
DESCRIPTION
BL
O
W
CO
U
N
T
S
SMW-06D
105
110
115
120
125
130
135
140
145
150
GR
A
P
H
I
C
LO
G
US
C
S
DE
P
T
H
(f
t
)
PAGE 3 OF 3
4/8/15
DRILLING COMPANY:
DRILLING METHOD:
BOREHOLE DIAMETER:
NOTES:
COMPLETED:4/6/15
CLIENT: co
PROJECT:
PROJECT NO:
PROJECT LOCATION: Wilmington, NC
Sutton Plant
1026.108
WELL
CONSTRUCTIONPI
D
(p
p
m
)
WELL / BORING NO:
STARTED:
RE
C
O
V
.
(%
)
SynTerra
148 River Street, Suite 220
Greenville, South Carolina 29601
Phone: [phone]
NORTHING:
G.S. ELEV:
DEPTH TO WATER:
LOGGED BY:
EASTING:
M.P. ELEV:
TOTAL DEPTH:
CHECKED BY:
2309017.66
12.80 ft
108.0 ft BGS
K. Fox
200221.2
12.80 ft
ft TOC
P. Waldrep
Cascade Drilling
Sonic
6 IN
LO
G

A

E
W
N
N
0
4

D
E
P

S
U
T
T
O
N
.
G
P
J

G
I
N
T

S
T
D

A
4

A
S
T
M

L
A
B
.
G
D
T

7
/
2
9
/
1
5