NC0003417_App D_20160916

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PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: AMW-16BC
PROJECT NO:
STARTED: 5/24/16 COMPLETED: 6/1/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 597235.601 EASTING: 2273863.889
DRILLING METHOD: Mud Rotary
G.S. ELEV: 113.25 ft MSL M.P. ELEV: 116.30 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 27.12 ft TOC TOTAL DEPTH: 61.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
SW
SAND, medium tan, fine to coarse, damp.
5
63
SP
SAND, orangish tan, medium -grained with minor clay,
damp and semi -cohesive. Bottom 0.5' dark tan color.
,
10
63
SP
SAND, tannish -white with few orange and trace black
specks, medium to coarse, loose and damp.
SP
SAND, orangish tan, medium -grained with minor clay,
damp and semi -cohesive.
15
2" Sch. 40 threaded PVC
63
riser
CH
CLAY, light tannish -gray, sand fine stiff, plastic,
9 9 Y, Y (fine),
cohesive and damp.
SP
SC
SAND, pale medium tan, fine to medium, medium stiff,
medium plasticity, semi -cohesive, damp.
SP
SAND, dark brownish tan transitioning to orange -tan,
20
CH
medium to coarse, loose, damp.
63
5" PVC surface casing
CLAY, pinkish pale gray -tan, sandy (fine to medium),
Sp
stiff, plastic, cohesive and damp.
SAND, bright orange to white, coarse, loose and damp.
63
-
SW
SC
SAND, tan -brown, fine to coarse, clayey, loose and wet.
Color orange -white at bottom.
,D
25
o' o
SPG
SAND, white to tan, coarse with some gravel, loose, wet.
X1
No split spoon collected 25'-28' bgs.
SP
SAND, tan brown, medium -grained with minor clay, wet.
30
63
CH
CLAY, pinkish pale gray transitioning to white with
orange mottling, silty, stiff, plastic, cohesive and moist to
damp.
No split spoon collected 30'-33' bgs.
63
7 v
°
SPG
SAND, tan with white, black and orange, coarse with
gravel (fine to medium), saturated.
35
No split spoon collected 35'-38' bgs.
CLAY, dark brown -red mottled with white and
CH
yellow -brown, some silt, very stiff, plastic, dense, dry to
X
100
damp.
I
I
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South Carolina 29601
Term
Phone:[phone] PAGE 1 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: AMW-16BC
PROJECT NO:
STARTED: 5/24/16 COMPLETED: 6/1/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 597235.601 EASTING: 2273863.889
DRILLING METHOD: Mud Rotary
G.S. ELEV: 113.25 ft MSL M.P. ELEV: 116.30 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 27.12 ft TOC TOTAL DEPTH: 61.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
Grout
No split spoon collected 40'-44' bgs.
45
100
Bentonite
CH
CLAY, maroon -brown mottled with dark yellow and white,
very stiff, very plastic, cohesive, dense and damp.
No split spoon collected 46'-49' bgs.
500
100
CH
CLAY, maroon -brown mottled with dark yellow and white,
very stiff, very plastic, cohesive, dense and damp.
No split spoon collected 51'-54' bgs.
55
100
f Filter Pack
CH
CLAY, maroon -brown mottled with dark yellow and white,
very stiff, very plastic, cohesive, dense and damp.
2" pre -packed well screen
No split spoon collected 56'-59' bgs.
60
25
SLATE, medium greenish gray, slight metamorphic
sheen, weathered, very stiff and dense, slightly indurated.
65
70
75
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 2 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: /BMW-1 7BC
PROJECT NO:
STARTED: 6/2/16 COMPLETED: 6/7/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 598386.231 EASTING: 2276264.435
DRILLING METHOD: Mud Rotary
G.S. ELEV: 77.81 ft MSL M.P. ELEV: 80.71 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 5.72 ft TOC TOTAL DEPTH: 55.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
No split spoon collected 0'-3' bgs.
SW
SAND, medium tan with fine black specks, fine to
coarse, loose and wet.
100
5
No split spoon collected 5'-8' bgs.
SP
SAND, mottled dark orange, black -brown and tan, fine to
SW
10
0o
medium, some clay, abundant organic plant matter, minor
cohesiveness and wet.
100
2" Sch. 40 threaded PVC
SAND, medium tan with some dark brown, fine to
coarse, loose and wet.
riser
No split spoon collected 10'-13' bgs.
Grout
100
5" PVC surface casing
SP
SAND, medium tan with slight orange tint, medium to
coarse, loose and saturated with thin interbed of SAND,
15
black -brown, clayey, minor cohesiveness and stickyness,
saturated.
No split spoon collected 15'-18' bgs.
/
SP
SC
CLAY, medium gray, silty, stiff, plastic, cohesive, sticky,
wet, grading into SAND, tannish medium gray, medium
to coarse, clayey, medium stiff, medium plasticity,
semi -cohesive, sticky and wet.
X
20
100
�/
No split spoon collected 20'-23' bgs.
Ix
-0
100
CH
CLAY, grayish blue, very stiff and plastic, cohesive and
wet.
25
No split spoon collected 25'-33' bgs.
�- Benton ite
30
CH
CLAY, medium tan gray with slight blue-green tint, very
stiff and plastic, sticky and wet with thin (--2 cm) interbed
100
SM
35
of SILT, tannish gray, sand fine and clayey.
SAND, whitish gray with thin dark gray laminae, fine,
silty, cohesive, semi -plastic and wet.
No split spoon collected 35'-38' bgs.
Filter Pack
100
2" pre -packed well screen
FA
CH
CLAY, tannish medium gray, sandy (fine to coarse) and
gravelly, medium plasticity, cohesive, sticky and wet.
NA
Underlain b -4 cm GRAVEL bed loose and wet.
CLIENT: Duke Progress Energy
10P SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South Caroling 29601
SynTerr Phone: [phone] PAGE 1 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: /BMW-1 7BC
PROJECT NO:
STARTED: 6/2/16 COMPLETED: 6/7/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 598386.231 EASTING: 2276264.435
DRILLING METHOD: Mud Rotary
G.S. ELEV: 77.81 ft MSL M.P. ELEV: 80.71 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 5.72 ft TOC TOTAL DEPTH: 55.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
Abrupt transition into CLAY white and darkyellow
mottling, silty, slightly indurated and dry.
No split spoon collected 40'-43' bgs.
100
CH
CLAY, white with tannish orange -brown and dark yellow
mottling, few silt, very stiff and plastic when wettened,
45
cohesive and slightly indurated, dry.
No split spoon collected 45'48' bgs.
CLAY, dark reddish orange with dark orangish red and
CH
dark yellow mottling, gravelly (phyllite clasts), damp, very
100
50
stiff, sticky and medium plasticity when wettened, faint
foliation fabric, metamorphic sheen, dry.
No split spoon collected 50'-53' bgs.
PHYLLITE, tannish red -brown mottled with yellow and
some white, medium plasticity when wettened, very stiff
100
55
and slightly indurated with slight metamorphic sheen,
exhibits foliation fabric, contains thin (<1-cm-thick)
weathered quartz vein.
Borehole terminated 55' bgs. To facilitate well
construction, borehole abandoned 55'-43' bgs with sand.
60
65
70
75
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 2 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: AMW-1 7S
PROJECT NO:
STARTED: 6/3/16 COMPLETED: 6/3/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 598386.259 EASTING: 2276267.415
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 77.68 ft MSL M.P. ELEV: 80.40 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 5.35 ft TOC TOTAL DEPTH: 17.0 ft BGS
NOTES: Logged from cuttings
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
No split spoon collected 0'-3' bgs.
�U Bentonite
SW
SAND, medium tan with fine black specks, fine to
coarse, loose and wet.
5
No split spoon collected 5'-8' bgs.
SP
SAND, mottled dark orange, black -brown and tan, fine to
SW
10
0o
medium, some clay, abundant organic plant matter, minor
cohesiveness and wet.
SAND, medium tan with some dark brown, fine to
coarse, loose and wet.
Filter Pack
No split spoon collected 10'-13' bgs.
2" pre -packed well screen
SAND, medium tan with slight orange tint, medium to
SP
coarse, loose and saturated with thin interbed of SAND,
15
black -brown, clayey, minor cohesiveness and stickyness,
saturated.
20
25
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: AMW-1 $BC
PROJECT NO:
STARTED: 6/22/16 COMPLETED: 6/27/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595276.268 EASTING: 2278031.273
DRILLING METHOD: Mud Rotary
G.S. ELEV: 73.38 ft MSL M.P. ELEV: 77.54 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 59.98 ft TOC TOTAL DEPTH: 66.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash.
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
No split spoon collected 0'-3' bgs.<
100
CH
SP
CLAY, tannish medium brown, sandy (medium), some
black organic matter, stiff, plastic.
5
CH
SAND, light and medium tan -brown, medium -grained,
cla a with minor organic matter,
SP
83
=Q�LAYmedium gray, sandy, stiff, plastic, cohesive and
s black woody debris, damp.
SAND, tannish light brown, medium, some clay, some
stickiness and cohesion, medium soft and wet.
N/
SW
SC
SAND, tannish light brown, fine to coarse, clayey, sticky
with some plasticity,cohesive, very soft and wet.
67
SPG
SAND, light gray, coarse with gravel (fine), loose and
wet
10
100
2" Sch. 40 threaded PVC
riser
p
O
SPG
SAND, tannish white and light gray, medium to coarse,
gravelly (fine to medium), loose and wet.
100
a
15
o
SPG
SAND, light grayish white, medium to coarse with gravel
(fine), loose and wet. Contains black woody material
14'-18' bgs.
100
o 0
100
oo:Z+
SW
SAND, medium to dark gray to tannish light gray,
medium to coarse with some gravel (fine), very stiff with
thin -1-mm-thick claylaminae, wet.
20
100
0
C
o
SPG
SAND, light tannish white to light gray, medium -grained,
loose, very soft and wet.
5" PVC surface casing
Grout
oO'
25
SP
SAND, light medium gray, medium -grained, few black
lignite fragments, loose and wet.
100
100
SP
SAND, medium to dark gray, medium -grained with
intercalated carbonaceous (black) sands (-4-cm-thick).
100
o
0
SPG
SAND, light to medium gray, medium -grained, few gravel
(fine) with some clay, loose, wet. Contains 8-mm-thick
zone of black woody fragments.
30
100
100
Sp
SC
SAND, medium to dark gray, medium -grained, few
gravel (fine) with clay nodules (-4-cm diameter), very stiff
and wet.
0
35
0 0
75
SAND, light gray, medium, some gravel (fine to
1
0 0
SPG
medium), loose, soft and saturated. 36'-38' becomes very
stiff and tightly packed.
100
100
SynTerra CLIENT: Duke Progress Energy
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South Carolina 29601
s)mTerra Phone: [phone] PAGE 1 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: AMW-1 $BC
PROJECT NO:
STARTED: 6/22/16 COMPLETED: 6/27/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595276.268 EASTING: 2278031.273
DRILLING METHOD: Mud Rotary
G.S. ELEV: 73.38 ft MSL M.P. ELEV: 77.54 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 59.98 ft TOC TOTAL DEPTH: 66.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash.
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
_=_7
SPG
0
SPG
SAND, medium tan gray and dark blackish gray, fine to
medium, contains betryoidal pyrite gravel (medium to
coarse), loose, organic woody matter at very bottom, wet.
45
100
X
CH
CLAY, very dark gray with slight brownish tint, silty,
abundant black lignite fragments, very stiff and plastic,
moist.
Y/
2" Sch. 40 threaded PVC
riser
50
CH
CLAY (saprolite), bluish medium green, silty and sandy,
very stiff and plastic, dry to damp. Color becomes more
100
Benton ite
green -53' bgs. Color becomes mint green -55' bgs.
100
55
CH
CLAY (saprolite), mottled tan -white and olive green, silty
with sand, very stiff and plastic, moist, color shifts to mint
95
green towards bottom.
100
60
SILT (saprolite), mottled mint green and white, clayey
100
Filter Pack
with some sand, heavily stained yellow -dark brown,
maroon -brown, and dark brown, hard, indurated in places,
2" pre -packed well screen
breaks along weathered fracture planes, exhibits faint
100
foliation fabric. Color transitions to dark green with minor
blue tint mottled with white.
100
65
70
75
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
s mTerra Phone: [phone] PAGE 2 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: AMW-18S
PROJECT NO:
STARTED: 5/25/16 COMPLETED: 5/25/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595279.879 EASTING: 2278028.258
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 74.14 ft MSL M.P. ELEV: 78.28 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 10.62 ft TOC TOTAL DEPTH: 31.0 ft BGS
NOTES: Logged from cuttings
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
No split spoon collected 0'-3' bgs.
Grout
CH
SP
CLAY, tannish medium brown, sandy (medium), some
black organic matter, stiff, plastic.
5
CH
SAND, light and medium tan -brown, medium -grained,
cla a with minor or anic matter,
CLAY, medium gray, sandy, stiff, plastic, cohesive and
- moist, contains black woody debris, damp.
SP
SAND, tannish light brown, medium, some clay, some
stickiness and cohesion, medium soft and wet.
SW
SC
SAND, tannish light brown, fine to coarse, clayey, sticky
with some plasticity, cohesive, very soft and wet.
SPG
SAND, light gray, coarse with gravel (fine), loose and
wet.
10
0
SAND, tannish white and light gray, medium to coarse,
SPG
O
gravelly (fine to medium), loose and wet.
Benton ite
o
15
o
SPG
SAND, light grayish white, medium to coarse with gravel
(fine), loose and wet. Contains black woody material
14'-18' bgs.
20
°
SW
SAND, medium to dark gray to tannish light gray,
medium to coarse with some gravel (fine), very stiff with
thin -1-mm-thick claylaminae, wet.
0
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l�
o
SPG
SAND, light tannish white to light gray, medium -grained,
loose, very soft and wet.
off'
SP
SAND, light medium gray, medium -grained, few black
lignite fragments, loose and wet.
25
t Filter Pack
2" pre -packed well screen
SP
SAND, medium to dark gray, medium -grained with
intercalated carbonaceous (black) sands (-4-cm-thick).
SPG
SAND, light to medium gray, medium -grained, few gravel
(fine) with some clay, loose, wet. Contains 8-mm-thick
30
zone of black woody fragments.
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1

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PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: CCR-100S
PROJECT NO:
STARTED: 5/25/16 COMPLETED: 5/25/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 597237.756 EASTING: 2273888.843
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 113.29 ft MSL M.P. ELEV: 116.51 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 26.44 ft TOC TOTAL DEPTH: 37.0 ft BGS
NOTES: Logged from cuttings
LOGGED BY: J. Gilmer CHECKED BY: J. Mahan
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DESCRIPTION
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WELL
CONSTRUCTION
SW
SAND, medium tan, fine to coarse, damp.
5
SP
SAND, orangish tan, medium -grained with minor clay,
damp and semi -cohesive. Bottom 0.5' dark tan color.
10
K —Grout
SP
SAND, tannish -white with few orange and trace black
specks, medium to coarse, loose and damp.
SP
SAND, orangish tan, medium -grained with minor clay,
damp and semi -cohesive.
15
2" Sch. 40 threaded PVC
riser
CH
CLAY, light tannish -gray, sandy (fine), stiff, plastic,
cohesive and damp.
SP
SC
SAND, pale medium tan, fine to medium, medium stiff,
medium plasticity, semi -cohesive, damp.
SP
SAND, dark brownish tan transitioning to orange -tan,
20
CH
medium to coarse, loose, damp.
CLAY, pinkish pale gray -tan, sandy (fine to medium),
Sp
stiff, plastic, cohesive and damp.
SAND, bright orange to white, coarse, loose and damp.
- Benton ite
SW
- SAND, tan -brown, fine to coarse, clayey, loose and wet.
Color orange -white at bottom.
oL'sci
25
o' o
SPG
SAND, white to tan, coarse with some gravel, loose, wet.
No split spoon collected 25'-28' bgs.
SP
SAND, tan brown, medium -grained with minor clay, wet.
CH
CLAY, pinkish pale gray transitioning to white with
orange mottling, silty, stiff, plastic, cohesive and moist to
30
damp.
Filter Pack
No split spoon collected 30'-33' bgs.
2" pre -packed well screen
� v
°
SPG
SAND, tan with white, black and orange, coarse with
gravel (fine to medium), saturated.
35
No split spoon collected 35'-38' bgs.
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South Caroling 29601
SynTerr Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
PROJECT NO:
DRILLING COMPANY:
Parratt -Wolff Inc.
DRILLING METHOD:
Mud Rotary
BOREHOLE DIAMETER:
10" and 4.875" IN
NOTES: Logged from split spoons and cuttings in mud wash
=
o
0
O
j
DESCRIPTION
C�
SP
SAND, dark brown, contains organic material, dr
CL
CLAY, gray and orange mottling, sandy, dry.
WELL / BORING NO: IMW-04BC
STARTED:
7/5/16
COMPLETED:
7/20/16
NORTHING:
591672.278
EASTING:
2265270.102
G.S. ELEV:
74.50 ft MSL
M.P. ELEV:
77.34 ft MSL
DEPTH TO WATER: 5.93 ft TOC
TOTAL DEPTH:
33.0 ft BGS
LOGGED BY:
J. Mahan
CHECKED BY:
J. Gilmer
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WELL
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CONSTRUCTION
<
Y.
100
100
-
5 100 2" Sch. 40 threaded PVC
riser
SP SAND, coarse, well sorted. Wet -5.5' bgs. Zone of 100
subangular quartz gravel -8' bgs.
100
10 CL CLAY, gray and sandy.
� v
SPG SAND, gray to light brown, coarse, well sorted wi
subangular gravel.
15- CL CLAY, gray to tan, silty, loose 14'-15' bgs and co
15'-17' bgs.
20
No split spoons collected 17'-24' bgs.
\ X 100 5" PVC surface casing
th minor
100
Benton ite
hesive 100
X 50
ML SILT (saprolite), tan to light gray, clayey, micaceous with
25 mm-scale blebs of white material within tan to gray matrix.
Apparent mm-scale sub -vertical foliation. /
SLATE, light gray, weathered, saprolitic, cut by cm -scale
lavers of red, plastic clav with sand (medium to c oarse).
30 SLATE, resistance in drilling -28' bgs, mud wash
contained chips of competent slate.
tc�7
Borehole terminated 35' bgs. To facilitate well
construction, borehole abandoned 33'-35' bgs with sand.
100
Filter Pack
2" pre -packed well screen
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
s)mTerra
Phone: [phone] ling 29601 PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: BMW-04S
PROJECT NO:
STARTED: 7/21/16 COMPLETED: 7/21/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 591664.946 EASTING: 2265264.206
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 73.62 ft MSL M.P. ELEV: 76.46 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 5.11 ft TOC TOTAL DEPTH: 17.6 ft BGS
NOTES: Logged from split spoons
LOGGED BY: J. Mahan CHECKED BY: J. Gilmer
i�'Q
U
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WELL
w
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DESCRIPTION
U
d a
CONSTRUCTION
p
W
co
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m0
SP
SAND, dark brown, contains organic material, dry.
-
Bentonite
CL
CLAY, gray and orange mottling, sandy, dry.
2" Sch. 40 threaded PVC
5
riser
SP
SAND, coarse, well sorted. Wet -5.5' bgs. Zone of
subangular quartz gravel -8' bgs.
10
CL
CLAY, gray and sandy.
Filter Pack
v
SPG
SAND, gray to light brown, coarse, well sorted with minor
2" pre -packed well screen
subangular gravel.
CL
CLAY, gray to tan, silty, loose 14'-15' bgs and cohesive
15
15'-17' bgs.
No s lit s cons collected 17'-24' b s.
20
25
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South Caroling 29601
s)mTerr Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: BMW-0 jBC
PROJECT NO:
STARTED: 6/24/16 COMPLETED: 6/29/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 591694.542 EASTING: 2266936.351
DRILLING METHOD: Mud Rotary
G.S. ELEV: 76.48 ft MSL M.P. ELEV: 79.57 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 12.78 ft TOC TOTAL DEPTH: 55.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
w
p
U
= (D
Q O
C�
DESCRIPTION
W
a
<
O^
U
�v
c
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m0
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WELL
CONSTRUCTION
No split spoon collected 0'-4' bgs.
SP
SAND, reddish brown, silty dry.
5
-SW
CL
CLAY, reddish brown, sandy, semi -cohesive and dry.
50
/
No split spoon collected 6'-9' bgs.
10
38
2" Sch. 40 threaded PVC
riser
SP
SC
SAND, reddish brown, clayey with lenses of reddish
brown sandy clay.
No split spoon collected 11'-14' bgs.
0
0 e
SPG
SAND, orange -brown, coarse, clayey and gravelly,
saturated.
15
100
5" PVC surface casing
No split spoon collected 16'-19' bgs.
Grout
20
90
°
SPG
SAND, orange -brown, coarse, clayey and gravelly,
saturated.
o
SPG
SAND, tan, medium, gravelly, saturated.
—X
No split spoon collected 21'-24' bgs.
25
SAND, orange -brown, coarse, gravelly, saturated.
100
CH
CLAY, light grayish white, very silty, stiff, medium
plasticity, non -cohesive and dry. Faint linear fabric
resent.
No split spoon collected 26'-29' bgs.
Ix
30
42
/
CLAY (saprolite), light tan, light reddish tan and white,
sandy with some gravel, faint banded (gneissic) fabric,
cohesive and moist.
No split spoon collected 31'-34' bgs.
35
25
CLAY (saprolite), grayish pink to taupe with red mottling,
silty and sandy, visible foliation fabric and minor fine -scale
folding, contains weathered quartz veins, stiff, slightly
cohesive, moist.
Bentonite
No split spoon collected 38'-41' bgs.
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
nTerra Phone: [phone]
SyPAGE 1 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: BMW-0 jBC
PROJECT NO:
STARTED: 6/24/16 COMPLETED: 6/29/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 591694.542 EASTING: 2266936.351
DRILLING METHOD: Mud Rotary
G.S. ELEV: 76.48 ft MSL M.P. ELEV: 79.57 ft MSL
BOREHOLE DIAMETER: 10" and 4.875" IN
DEPTH TO WATER: 12.78 ft TOC TOTAL DEPTH: 55.0 ft BGS
NOTES: Logged from split spoons and cuttings in mud wash
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
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WELL
w
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DESCRIPTION
2
U
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d a
CONSTRUCTION
p
C�
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m0
No split spoon collected 38'41' bgs. (continued)
SAPROLITE, light gray to tan with lense of dark gray and
pink, relic foliation, gneissic fabric (thin banding) and
60
small-scale folding resent, cohesive and moist.
No split spoon collected 43'46' bgs.
45
SAPROLITE, medium tan to dark orangish red with
white, strong foliation and gneissic fabric, stiff, moderately
60
indurated, cohesive and moist.
Filter Pack
50
2" pre packed well screen
No split spoon collected 48'-55' bgs.
55
4
60
65
70
75
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 2 OF 2

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: BMW-05S
PROJECT NO:
STARTED: 6/30/16 COMPLETED: 6/30/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 591698.208 EASTING: 2266939.299
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 76.21 ft MSL M.P. ELEV: 79.19 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 11.89 ft TOC TOTAL DEPTH: 25.0 ft BGS
NOTES: Logged from cuttings
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
w
p
U
= (D
Q O
C�
DESCRIPTION
W
a
2
<
O^
U
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c
z
OJ �
m0
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o E
a
WELL
CONSTRUCTION
locking cap
No split spoon collected 0'-4' bgs.
2" Sch. 40 threaded PVC
riser
5
Grout
SP
SM
CL
SAND, reddish brown, silt dry.
CLAY, reddish brown, sandy, semi -cohesive and dry.
No split spoon collected 6'-9' bgs.
SC
SAND, reddish brown, clayey with lenses of reddish
brown sandy clay.
10
Bentonite
No split spoon collected 11'-14' bgs.
15
0
0 o
SPG
SAND, orange -brown, coarse, clayey and gravelly,
saturated.
No split spoon collected 16'-19' bgs.
Filter Pack
20
2" pre -packed well screen
°
SPG
SAND, orange -brown, coarse, clayey and gravelly,
saturated.
o
SPG
SAND, tan, medium, gravelly, saturated.
No split spoon collected 21'-24' bgs.
25
SAND, orange -brown, coarse, gravelly, saturated.
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South Caroling 29601
SynTerr Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: PTW-01
PROJECT NO: 1026.04.20
STARTED: 7/14/16 COMPLETED: 7/14/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595688.044 EASTING: 2277368.622
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 73.188 ft MSL M.P. ELEV: 76.249 ft MSL
BOREHOLE DIAMETER: 12 IN
DEPTH TO WATER: 7.07 ft TOC TOTAL DEPTH: 20.0 ft BGS
NOTES: Logged from 5' DPT sleeves.
LOGGED BY: J. Mahan CHECKED BY: J. Gilmer
w
p
U
= (D
Q O
C�
0
DESCRIPTION
W
a
<
O^
U
�v
c
z
m0
_
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d a
WELL
CONSTRUCTION
6" Sch. 40 threaded PVC
riser
CL
CLAY, tan with orange mottling, sandy and silty, damp.
Upper 4" dark brown topsoil.
90
Grout
5
SP
SAND, light gray, clayey and wet.
SC
Bentonite
SP
SM
SAND, light gray, fine to medium with dm-scale bedding,
wet. Varies from clean to clayey and silty. Contains layers
of sand (coarse) with angular to subangular quartz gravel
60
(fine).
10
SP
SAND, light gray, medium to coarse, clean. Coarsens
with depth.
50
Sand Pack
15
6" stainless steel well
SP
SAND, light gray, gravelly (quartzose and angular to
rounded) with clay/ silt.
screen
SAND, tan to light gray, predominantly medium to coarse
with varying silt/ clay and gravel content. Contains
cm -bedding 17.5'-20' bgs.
SP
SM
90
20
CH
CLAY containing mm-scale lignite fragments.
25
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: PTW-02
PROJECT NO: 1026.04.20
STARTED: 7/14/16 COMPLETED: 7/14/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595681.105 EASTING: 2277355.488
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 73.312 ft MSL M.P. ELEV: 76.37 ft MSL
BOREHOLE DIAMETER: 12 IN
DEPTH TO WATER: 7.18 ft TOC TOTAL DEPTH: 20.0 ft BGS
NOTES: Logged from 5' DPT sleeves.
LOGGED BY: J. Mahan CHECKED BY: J. Gilmer
w i�'Q
p
U
= (D
O
W
Co
DESCRIPTION
W
a
<
O^
U
�v
c
z
m0
_
o E
d a
WELL
CONSTRUCTION
-01
2" Sch. 40 threaded PVC
riser
CL
CLAY, tan with orange mottling, sandy and silty, damp.
Upper 4" dark brown topsoil.
Bentonite
5
SP
SAND, light gray, clayey and wet.
SC
SP
SAND, light gray, fine to medium with dm-scale bedding,
wet. Varies from clean to clayey and silty. Contains layers
SM
of sand (coarse) with angular to subangular quartz gravel
(fine).
10
SP
SAND, light gray, medium to coarse, clean. Coarsens
with depth.
-Sand Pack
15
2" pre -packed well screen
SP
SAND, light gray, gravelly (quartzose and angular to
rounded) with clay/ silt.
SAND, tan to light gray, predominantly medium to coarse
with varying silt/ clay and gravel content. Contains
cm -bedding 17.5'-20' bgs.
SP
SM
20
CH
CLAY containing mm-scale lignite fragments.
25
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: PTW-03
PROJECT NO: 1026.04.20
STARTED: 7/13/16 COMPLETED: 7/13/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595718.876 EASTING: 2277358.902
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 73.021 ft MSL M.P. ELEV: 76.14 ft MSL
BOREHOLE DIAMETER: 12 IN
DEPTH TO WATER: 6.93 ft TOC TOTAL DEPTH: 20.0 ft BGS
NOTES: Logged from 5' DPT sleeves.
LOGGED BY: J. Mahan CHECKED BY: J. Gilmer
w i�'Q
p
U
= (D
O
W
Co
DESCRIPTION
W
a
<
O^
U
�v
c
z
m0
_
o E
d a
WELL
CONSTRUCTION
-01
2" Sch. 40 threaded PVC
riser
CL
CLAY, tan with orange mottling, sandy and silty, damp.
Upper 4" dark brown topsoil.
Bentonite
5
SP
SAND, light gray, clayey and wet.
SC
SP
SAND, light gray, fine to medium with dm-scale bedding,
wet. Varies from clean to clayey and silty. Contains layers
SM
of sand (coarse) with angular to subangular quartz gravel
(fine).
10
SP
SAND, light gray, medium to coarse, clean. Coarsens
with depth.
-Sand Pack
15
2" pre -packed well screen
SP
SAND, light gray, gravelly (quartzose and angular to
rounded) with clay/ silt.
SAND, tan to light gray, predominantly medium to coarse
with varying silt/ clay and gravel content. Contains
cm -bedding 17.5'-20' bgs.
SP
SM
20
CH
CLAY containing mm-scale lignite fragments.
25
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: PTW-04
PROJECT NO: 1026.04.20
STARTED: 7/13/16 COMPLETED: 7/13/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595727.013 EASTING: 2277445.308
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 72.711 ft MSL M.P. ELEV: 75.962 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 6.79 ft TOC TOTAL DEPTH: 25.0 ft BGS
NOTES: Logged from 5' DPT sleeves.
LOGGED BY: J. Mahan CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
_
o E
WELL
w
Q O
0
DESCRIPTION
U
d a
CONSTRUCTION
p
C�
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m0
CLS
CLAY, light gray to tan with orange mottling, sandy,
50
damp. Upper 6" rooted topsoil.
= Bentonite
5
2" Sch. 40 threaded PVC
riser
SP
SAND, light gray, medium to coarse. 4" zone near
50
bottom of interval dominated by coarse grains.
10
0000��o�o
o o°off o
SW
SAND, tan to light gray and poorly sorted with angular to
50
boo°°
subangular quartz gravel (fine) -12.5' bgs.
—Sand Pack
15
2" pre -packed well screen
Sp
SAND, medium to coarse and clean. Bottom 2"
50
subangular quartz gravel (fine).
20
SP
SM
SAND, medium to coarse with fines.
60
CLAY, dark to light gray, plastic with disseminated pyrite
CH
often occurring as sub -vertical stringers at mm-scale
thickness.
25
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: PTW-0 j
PROJECT NO: 1026.04.20
STARTED: 7/13/16 COMPLETED: 7/13/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595706.473 EASTING: 2277280.518
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 73.233 ft MSL M.P. ELEV: 76.411 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 7.06 ft TOC TOTAL DEPTH: 20.0 ft BGS
NOTES: Logged from 5' DPT sleeves.
LOGGED BY: J. Mahan CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
_
o E
WELL
w
Q O
0
DESCRIPTION
U
d a
CONSTRUCTION
p
C�
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m0
CLAY, tan with yellow -orange mottling, silty and sandy
CL
(fine to coarse). Grades into sand -4' bgs. Upper 4" dark
90
brown organic rich soil.
Bentonite
5
° v
2" Sch. 40 threaded PVC
o (
riser
SPG
SAND, gray to tan, medium with some subrounded
30
quartz gravel (fine), wet. Fining to 10' bgs.
0
10
0
o
SPG
SAND, light gray with gravel (coarse).
50
Sand Pack
0
2" pre -packed well screen
15
SP
SAND, light gray, fine, graded.
SP
SAND, light gray, clayey, poorly sorted with 4" zone of
SC
clean sand (fine to medium).
100
CL
CLAY, silty, contains lignite fragments (<10 mm) and
ML
CH
sand coarse .
20
CLAY, thinly bedded (mm-scale) with minor lenses of
light gray sand (fine).
25
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South Caroling 29601
SynTerr Phone: [phone] PAGE 1 OF 1

PROJECT: H. F. Lee Energy Complex
WELL / BORING NO: PTW-06
PROJECT NO: 1026.04.20
STARTED: 7/12/16 COMPLETED: 7/12/16
DRILLING COMPANY: Parratt -Wolff Inc.
NORTHING: 595526.558 EASTING: 2277386.3
DRILLING METHOD: Hollow Stem Augers
G.S. ELEV: 75.315 ft MSL M.P. ELEV: 78.439 ft MSL
BOREHOLE DIAMETER: 8 IN
DEPTH TO WATER: 9.33 ft TOC TOTAL DEPTH: 30.0 ft BGS
NOTES: Logged from 5' DPT sleeves.
LOGGED BY: J. Mahan CHECKED BY: J. Gilmer
U
_ (�
W
a
O^
c
z
_
o f
WELL
w
Q O
DESCRIPTION
U
d a
CONSTRUCTION
p
C�
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m0
ML
SILT, yellow -orange, clayey. Upper portion of interval
100
Bentonite
rooted.
5
2" Sch. 40 threaded PVC
SAND, yellow -orange, fine to medium, contains cm -scale
riser
0o
SW
lenses of sand (medium to coarse) mid -interval. Sand
100
coarsens towards 10' bgs with gravel (fine) in matrix of
sand (medium). Wet -8' bgs.
10
0
—Sand Pack
SPG
SAND, light gray, medium -grained with sand (coarse)
30
and gravel (fine), wet.
2" pre -packed well screen
15
0
°o
o O
SAND, light gray, medium -grained and wet. Contains
o
SWG
cm -scale repeating succession of sand (coarse) to gravel
50
�o
(fine) to silty, clayey sand (fine).
a�
20
1
°
SAND, light gray, clayey with dm-scale interbeds of sand
(medium)/ silts to olive gray clay, wet. cm -scale mud
SP
nodules occur in light gray sand (fine) matrix. Mud
100
SC
contains dark brown to black lignitic material. Transitions
to sand (coarse) in mud/ clay matrix with mud nodules
-24, bgs.
25
CLAY, olive gray, minor silt, plastic and wet. Contains
occasional mm-scale light gray sand (fine) lenses,
CH
mm-scale fragments of dark organic material, and very
100
fine dissemenated pyrite(?) grains. Bedding massive to
lenticular.
30
35
CLIENT: Duke Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Goldsboro, NC
Greenville, South C ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1