NC0003425_App C Boring and Well Records_20160801

Comprehensive Site Assessment Supplement 1 August 2016
Roxboro Steam Electric Plant
APPENDIX C
BORING LOGS AND
WELL CONSTRUCTION RECORDS
SynTerra
P: \ Duke Energy Progress.1026 \ 107. Roxboro Ash Basin GW Assessment Plan\ 19.EG_CSASUP\ Final ROXBORO CSA Supplement
1 July 2016.docx

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
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DESCRIPTION
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CONSTRUCTION
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ASH, dark gray, medium dense, moist with abundant
locking cap
gravel fragments.
5
CL
CLAY, yellow -brown, sandy, medium density, dry with
occassional rock fragments.
10
UN/
SP
SAND, tan brown, silty, moderately dense with abundant
'
15
weathered rock fragments (SAPROLITE).
20
ML
SILT, light tan, sandy, moderately dense with numerous
2" Sch. 40 threaded PVC
rock fragments (SAPROLITE), wet.
�
riser
25
PWR in silty clay matrix, grey -tan lenses of PWR.
CL
CLAY, dark brown, sandy, dense with rock fragments
(SAPROLITE).
30
Grout (0'-210')
6" PVC surface casing
(0'-60')
SAND and PWR fragments, dark gray to brown
i
(SAPROLITE),
35
WEATHERED ROCK in a tan silt matrix, strong, multiple
broken fragments.
'
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerr Phone: [phone] PAGE 1 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
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CONSTRUCTION
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SLATE, gray, broken into gravel and cobble size
fragments,
45
strong, becoming schistose 45.0' bgs.
50
ML
SILT, tan, dense, abundant PWR fragments (saprolite
to PWR).
55
SCHIST, gray, very dense, medium crystals, foliated,
60
broken into gravel to cobble fragments, larger fragments a
57.0' b s, fractured.
SCHIST, gray to green, strong with fine crystals, veins of
plagioclase to 65.0' bgs.
65
��
�,
70
Grout (0'-210')
SCHIST, gray, strong where not broken, medium to
coarse crystals, gray, micaceous, rock in core is broken
into gravel fragments or pulverized into sand.
75
ML
SILT, green to gray, dense with rock fragments.
SCHIST, green -gray to black, strong, green -gray to black
with fine crystals, lightly foliated with distinct plagioclase
layers.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 2 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
W
U
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DESCRIPTION
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WELL
CONSTRUCTION
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SCHIST, green -gray to black, strong, green -gray to black
j
with fine crystals, lightly foliated with distinct plagioclase
layers. (continued)
85
i
90
SCHIST, hornblende- and biotite-rich with plagioclase.
Veining present 89' bgs.
METAGRANITE, light gray with quartz and
K-feldspar crystals and veins, medium to coarse crystals.
100
INSSCHIST,
hornblende- and biotite-rich, generally fine
crystals, mechanically crushed. At 104.0' bgs, less broken.
/10/0Vertical
fractures 104.0'-107.0' bgs.
105
110
Grout (0'-210')
SCHIST to gneiss, gray to black, biotite- and
hornblende -rich, strong, mechanically broken throughout.
115
GABBRO gray, strong, phaneritic to 118.0' bgs,
mechanically broken throughout.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Caroling 29601
s)mTerr Phone: [phone] PAGE 3 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
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125
130
GABBRO, gray, strong, phaneritic to 118.0' bgs,
mechanically broken throughout. (continued)
135
Grout (0'-210')
- Packer Test: 132'-138'
(Recharge rate: 0.16 gpm)
140
/
SCHIST, felsic, K-feldspar augens and bands,
145
/
schist fragments gravel to cobble size.
VI
Packer Test: 142'-148'
(Recharge rate: 0.01 gpm)
150
SCHIST, strong, foliated, dark gray to black, uniformly
broken throughout.
155
`
GNEISS, dark gray and black, strong, ductiled
deformation, vertical fracturing, epidote in sutured
fractures. Very broken between 163.0'-167.0' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
Tel
0 Phone:[phone] PAGE 4 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
w
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DESCRIPTION
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WELL
CONSTRUCTION
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GNEISS, dark gray and black, strong, ductiled
deformation, vertical fracturing, epidote in sutured
-
fractures. Very broken between 163.0'-167.0' bgs.
_-
(continued)
165
-
170
Grout (0'-210')
NON
SCHIST, dark rY
, , ra strong, crystals fine, some apparent
gray, 9
natural vertical fractures, mechanical breakage apparent.
175
'-
METAGRANITE to metagranodiorite, biotite, K-feldspar
and quartz crystals, medium to coarse crystals, to 178.5'
b gs.
180
- Packer Test: 176-181'
SCHIST, gray to black, strong, strongly foliated, broken
(Recharge rate: 0.01 gpm)
and crushed into gravel- and cobble -sized fragments. At
187.0' bgs, lenses of K-feldspar and epidote layers.
185
-Packer Test: 181'-187'
(Recharge rate: 0.02 gpm)
190
SCHIST, epidote visible in fractures/rock faces -207'
bgs, intensely mechanically fractured.
195
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerr Phone: [phone] PAGE 5 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
W
U
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DESCRIPTION
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WELL
CONSTRUCTION
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-Packer Test: 198'-204'
205
(Recharge rate: 0.02 gpm)
SCHIST, epidote visible in fractures/rock faces -207'
bgs, intensely mechanically fractured. (continued)
210
215
-Packer Test: 210'-216'
(Recharge rate: 0.04 gpm)
-
Bentonite (210'-228')
220
_-
GRANITIC GNEISS, gray, strong with K-feldspar, broken
-
into gravel sized fragments 219.0' bgs. Become more
-Packer Test: 216'-222'
mafic --221' bgs.
(Recharge rate: 0.02 gpm)
225
- -
230
MYRAY
SCHIST, black, hornblende abundant, strong, epidote
present, vertical fractures at 228' and 235' bgs.
235
-Packer Test: 229'-235'
(Recharge rate: 0.06 gpm)
Sand Pack (228'-246')
SCHIST, dark gray to black, hornblende and biotite
abundant, strong, intensely, mechanically fractured.
Banded gneiss 264.5'-267' bgs. Vertical fractures present
from 264.6- 267.0', 277.0'-279.0', 285.0', 289' bgs, and
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
ynTerra Phone: [phone] PAGE 6 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
W
U
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DESCRIPTION
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2" pre -packed well screen
Packer Test: 235'-241'
(Recharge rate: 0.08 gpm)
245
/
Sand (246'-248')
Packer Test: 241'-247'
(Recharge rate: 0.14 gpm)
250
255
Bentonite (248'-303')
i�SCHIST,
dark gray to black, hornblende and biotite
/
abundant, strong, intensely, mechanically fractured.
260
j
Banded gneiss 264.5'-267' bgs. Vertical fractures present
- Packer Test: 254'-260'
/
from 2645- 267.0', 277.0'-279.0', 285.0', 289' bgs, and
(Recharge rate: 0.04 gpm)
298' bgs. (continued)
265
- Packer Test: 260'-266'
(Recharge rate: 0.03 gpm)
270
275
- Packer Test: 271'-276'
(Recharge rate: 0.03 gpm)
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Caroling 29601
SynTerr Phone: [phone] PAGE 7 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-03BRL
PROJECT NO: 1026.107
STARTED: 3/12/16 COMPLETED: 3/18/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 992476.553 EASTING: 1977828.554
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 468.265 ft M.P. ELEV: 471.90 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 46.17 ft TOC TOTAL DEPTH: 303.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
W
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-Packer Test: 276'-282'
(Recharge rate: 0.03 gpm)
285
-Packer Test: 282'-288'
(Recharge rate: 0.02 gpm)
290
SCHIST, dark gray to black, hornblende and biotite
/
abundant, strong, intensely, mechanically fractured.
Banded gneiss 264.5'-267' bgs. Vertical fractures present
from 2645- 267.0', 277.0'-279.0', 285.0', 289' bgs, and
298' bgs. (continued)
295
Bentonite (248'-303')
300
- Packer Test: 288'-303'
Borehole terminated 303' bgs. To facilitate well
(Recharge rate: 0.06 gpm)
305
construction, borehole was abandoned to 245.25' bgs with
bentonite.
310
315
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 8 OF 8

PROJECT: Roxboro Station
PROJECT NO: 1026.107
WELL / BORING NO: ABMW-07BRL
STARTED: 3/22/16 COMPLETED:
3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING:
993697.735
EASTING:
1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV:
477.53 ft
M.P. ELEV:
480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC
TOTAL DEPTH:
306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY:
W. Wimberley
CHECKED BY:
J. Gilmer
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CONSTRUCTION
m
61
10
15
20
104.1
30
7
ASH, medium gray.
locking cap
2" Sch. 40 threaded PVC
riser
Grout (0'-275')
10P CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, INC
s) mT�irra Greenville, South Carolina 29601
1 11 Phone:[phone] PAGE 1 OF 8

PROJECT: Roxboro Station
PROJECT NO: 1026.107
WELL / BORING NO: ABMW-07BRL
STARTED: 3/22/16 COMPLETED:
3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING:
993697.735
EASTING:
1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV:
477.53 ft
M.P. ELEV:
480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC
TOTAL DEPTH:
306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY:
W. Wimberley
CHECKED BY:
J. Gilmer
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tXA rj Grout (0'-275')
� 6" Sch. 40 threaded PVC
45 Surface casing (0'-88')
50
41
ASH, medium gray. (continued)
60_] F Grout (0'-275')
65
70
lb1
CLAY, brown, plastic.
114VT CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, INC
1a Greenville, South Carolina 29601
`��IC`1Te1.
Phone:[phone] PAGE 2 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-07BRL
PROJECT NO: 1026.107
STARTED: 3/22/16 COMPLETED: 3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993697.735 EASTING: 1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 477.53 ft M.P. ELEV: 480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC TOTAL DEPTH: 306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
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WELL
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DESCRIPTION
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CONSTRUCTION
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SAPROLITE, reddish brown and gray, clayey, fine to
coarse sand.
85
90
95
METAGABBRO to gabbroic gneiss, black with white
plagioclase bands, strong, mechanically broken.
100
105
Grout (0'-275')
110
GNEISS, black with white plagioclase bands, strong,
occasionally veins k-feldspar.
115
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 3 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-07BRL
PROJECT NO: 1026.107
STARTED: 3/22/16 COMPLETED: 3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993697.735 EASTING: 1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 477.53 ft M.P. ELEV: 480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC TOTAL DEPTH: 306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
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p E
WELL
W
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DESCRIPTION
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CONSTRUCTION
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GNEISS, black with white plagioclase bands, strong,
occasionally veins k-feldspar. (continued)
125
130
135
METAGABBRO, black with white plagioclase grains,
strong with intense pink k-feldspar veination, fractured with
epidote secondary mineralization on fracture faces.
140
145
150
155
SCHIST, contains chlorite, biotite, and hornblende,
crystals fine, strong, slightly foliated to massive, greenish
black to black. Crystals coarsen near 162' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 4 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-07BRL
PROJECT NO: 1026.107
STARTED: 3/22/16 COMPLETED: 3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993697.735 EASTING: 1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 477.53 ft M.P. ELEV: 480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC TOTAL DEPTH: 306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
W
U
= (D
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DESCRIPTION
W
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WELL
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CONSTRUCTION
C�
contains chlorite, io i e, and homblende,
crystals fine, strong, slightly foliated to massive, greenish
black to black. Crystals coarsen near 162' bgs.
continued
GNEISS, contains biotite, quartz and k-feldspar veins in
sutured fractures, natural and mechanical fractures
165
present.
170
SCHIST, black, biotite abundant, foliated, k-feldspar and
quartz veins, heavily mechanically fractured into gravel
/
sized pieces.
175
180
—Grout (0'-276)
Packer Test: 176'-184'
(Recharge rate: <0.02 gpm)
SCHIST, black, biotite abundant, foliated, k-feldspar and
quartz veins, intensely fractured, black, fractures filled with
185
/
k-feldspar, plagioclase and epidote.
190
195
METAMONZONITE, black with equal amounts of pink
k-feldspar and white to blue -white plagioclase, slightly
foliated veins.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 5 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-07BRL
PROJECT NO: 1026.107
STARTED: 3/22/16 COMPLETED: 3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993697.735 EASTING: 1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 477.53 ft M.P. ELEV: 480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC TOTAL DEPTH: 306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
w
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DESCRIPTION
W
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WELL
CONSTRUCTION
p
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SCHIST, black, biotite and hornblende abundant, intense
veining, foliated, severely mechanically
/k-feldspar
(continued)
205
jfractures.
i
210
-Packer Test: 206-211'
(Recharge rate: <0.02 gpm)
215
j/
220
SCHIST, black,biotite and hornblende abundant, multiple
healed k-feldspar and plagioclase filled fractures, foliated,
severely mechanically fractures.
j/
225
—Grout (0'-275')
230
235
-Packer Test: 230'-236'
(Recharge rate: 1.4 gpm)
SCHIST, green, chlorite -rich, foliated, multiple healed
fractures with k-feldspar, plagioclase and epidote veins.
/
Biotite become abundant —246' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
nTerra Phone: [phone]
SyPAGE 6 OF 8

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PROJECT: Roxboro Station
WELL / BORING NO: ABMW-07BRL
PROJECT NO: 1026.107
STARTED: 3/22/16 COMPLETED: 3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993697.735 EASTING: 1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 477.53 ft M.P. ELEV: 480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC TOTAL DEPTH: 306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
W
U
=C�
Q O
p
DESCRIPTION
W
d
<
O^
U
Cf)
�z
JO p
co
_
p E
a Q
WELL
CONSTRUCTION
p
C�
245
—Grout (0'-275')
250
255
260
SCHIST, green, chlorite -rich, foliated, multiple healed
fractures with k-feldspar, plagioclase and epidote veins.
Biotite become abundant -246' bgs. (continued)
-Packer Test: 254'-260'
(Recharge rate: <0.02 gpm)
265
270
275
�M
�Bentonite (275'-281')
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, INC
��irra Greenville, South Carolina 29601
s)mPhone:864-421-9999 PAGE 7 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: ABMW-07BRL
PROJECT NO: 1026.107
STARTED: 3/22/16 COMPLETED: 3/31/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993697.735 EASTING: 1980958.055
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 477.53 ft M.P. ELEV: 480.43 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 22.56 ft TOC TOTAL DEPTH: 306.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
C�
<
�v
m0
ac er I es
(Recharge rate: 1.6 gpm)
SCHIST, green, chlorite -rich, foliated, multiple healed
fractures with k-feldspar, plagioclase and epidote veins.
Biotite become abundant -246' bgs. (continued)
285
Sand Pack (281'-295')
290
2" pre -packed well screen
(285'-295')
BASALT, black, strong, aphanitic. Potential vertical
fractures --293' bgs. Talc present in fractures.
295
-Packer Test: 289'-295'
(Recharge rate: 1.6 gpm)
300
Sand (295'-306')
SCHIST, black, biotite and hornblende abundant, coarse
9N,/
k-feldspar crystals, healed fractures with plagioclase and
chlorite.
305
310
Borehole terminated 306' bgs. To facilitate well
construction, borehole abandoned to 295'bgs with sand.
315
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 8 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
o E
WELL
w
Q O
0
DESCRIPTION
2
U
�
a
CONSTRUCTION
p
C�
<
�v
m0
locking cap
SM
SAND, light brown orange, silty, grades into saprolite
mixed with silty sand and PWR.
5
10
SAPROLITE, gray, sandy and silty with PWR, moist to
dry.
15
20
SILT, gray, medium -grained, sandy with PWR, moist to
dry, grades into highly weathered metagranite.
Grout (0'-257.5')
6" Sch. 40 threaded PVC
25
Surface casing (0'-47')
30
-
METAGRANITE, hard, medium to large crystals, highly
weathered.
35
`, �;,.,
2" Sch. 40 threaded PVC
-
riser
METAGRANITE, hard, medium to large crystals,
moderately weathered, vein of mafic material present.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 1 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
uj
a
O^
c
z
_
p E
WELL
W
Q O
DESCRIPTION
2
U
OJ p
d a
CONSTRUCTION
p
W
0
p
<
�v
m0
METAGRANITE, hard, medium to large crystals,
moderately weathered, vein of mafic material present.
(continued)
50
-
METAGRANITE, very hard, very fine to fine crystal,
contains hornblende, very hard. Stained fractures present.
60
-
METAGRANITE, very hard, very fine to fine crystals,
fresh, grades into metagabbro and back to metagranite.
.'�
65
:, �;,.,: '
Grout (0'-257.5')
<-;-
70
METAGRANITE, hard with fine crystals, fresh.
75
_ .
- .
METAGRANITE to metadiorite, very hard to hard with
�—�
fine crystals, fresh. fresh.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Caroling 29601
sN.,mTerra Phone: [phone] PAGE 2 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
85
METAGRANITE to metadiorite, very hard to hard with
fine crystals, fresh. fresh. (continued)
-
95
METAGRANITE to metadiorite, very hard to hard with
_
fine crystals, fresh, weakly banded.
Grout (0'-257.5')
110
•
METAGRANITE to metadiorite, very hard to hard with
fine crystals, fresh, weakly banded. Feldspars weathered
towards bottom of interval. Fractures present with epidote
115
secondary mineralization.
:,; \::
.��
METAGRANITE to metadiorite, very hadrd to hard with
fine crystals, fresh, weakly banded. Feldspar crystals
weathered towards bottom of interval. Epidote secondary
-
mineralization present on fracture faces.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Caroling 29601
sN.,mTerra Phone: [phone] PAGE 3 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= 0
uj
ii
O-
c
z
_
p E
WELL
W
Q O
DESCRIPTION
2
U
OJ p
d a
CONSTRUCTION
p
C�
p
<
�v
m0
125
130
135'�'%-
METAGRANITE, very hard to hard with fine crystals,
-
fresh to slightly weathered, slight gradations into
metagabbroic rock and sutured fractures throughout
interval.
140
145
-
150
155
METAGRANITE, very hard to hard, fine crystals, fresh to
slightly weathered, sutured fractures present, foliated.
Very hard, black, metagabbroic vein present. Potential
fracture -177' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
���. Greenville, South Carolina 29601
Phone:[phone] PAGE 4 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
W
0
<
�v
m0
165
METAGRANITE, very hard to hard, fine crystals, fresh to
slightly weathered, sutured fractures present, foliated.
170
Very hard, black, metagabbroic vein present. Potential
fracture --177' bgs. (continued)
175
180
SCHIST, greenish black with fine crystals, very hard and
fresh.
185-,:�;i-:
—Grout(0'-257.5')
%' °<
METAGRANITE, very hard to hard with fine crystals,
fresh to slightly weathered, foliated, suture fractures
190
present. Potential fractures observed with feldspar,
_
epidote, and chlorite secondary mineralization along faces.
Crystals coarsen (become medium -grained) toward bottom
of run.
195
GRANITIC GNEISS with interlayered schist. Potential
fracture -205' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 5 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
W
U
_ (�
Q O
DESCRIPTION
Lu
d
2
O^
U
c
z
OJ p
_
p E
d a
WELL
CONSTRUCTION
p
C�
p
<
�v
m0
GRANITIC GNEISS with interlayered schist. Potential
-Packer Test: 196'-202'
(Recharge rate: 0.1 gpm)
fracture --205' bgs. (continued)
205
210
215
SCHIST, black, very hard with fine crystals, fresh with
some feldspar veins and sutured fractures. Grade into
-Packer Test: 202'-217'
metagranite. Potential fractures --209', 215', and 217'-220'
bgs.
(Recharge rate: 0.75 gpm)
220
225
230
METAGRANITE to granitic gneiss, very hard with fine
crystals, fresh and very competent. High fractured from
233.5'-237' bgs. Potential induced fractures from drilling.
235
GRANITIC GNEISS, very hard with fine crystals, fresh
with chlorite secondary mineralization. Potential fracture
zones from 237'-241' bgs and 244'-247' bgs; potential
sub -vertical fracture present —255' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 6 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
uj
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
W
0
<
�v
m0
245
GRANITIC GNEISS, very hard with fine crystals, fresh
with chlorite secondary mineralization. Potential fracture
zones from 237'-241' bgs and 244'-247' bgs; potential
sub -vertical fracture present —255' bgs. (continued)
250
255
260
Bentonite (257.5'-264.7')
GRANITE GNEISS, very hard with fine crystals, fresh,
abundant clasts from 2557'-267' bgs. Sand and some
cobble clasts --267' bgs.
265
270
—Sand Pack (264.7'-275')
2" pre -packed well screen
(265'-275')
GNEISS, crystals fine-grained, biotite-rich, weakly
foliated with some chlorite and pyrite secondary
-Packer Test: 265-271'
mineralization. Fine-grained clasts from 267'-270' bgs.
(Recharge rate: 0.009 gpm)
Heavily fractured from 270'-271' bgs. Vertical fracture
275
—273' bgs. Drilling -induced fractures from 273'-277' bgs.
- Packer Test: 271'-277'
(Recharge rate: 0.01 gpm)
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 7 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: BG-01 BRL
PROJECT NO: 1026.107
STARTED: 2/2/16 COMPLETED: 3/2/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 988112.057 EASTING: 1976428.287
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 517.28 ft M.P. ELEV: 519.99 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 58.35 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
uj
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
W
0
<
�v
m0
285
Sand (275'-29T)
GNEISS, crystals fine-grained, biotite-rich, weakly
foliated with some chlorite and pyrite secondary
mineralization. Fine-grained clasts from 267'-270' bgs.
Heavily fractured from 270'-271' bgs. Vertical fracture
—273' bgs. Drilling -induced fractures from 273'-277' bgs.
290
(continued)
295
-Packer Test: 280'-297'
(Recharge rate: 0.03 gpm)
300
Borehole terminated 297' bgs. To facilitate well
construction, borehole was abandoned to 275' bgs with
sand.
305
310
315
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 8 OF 8

PROJECT: Roxboro Station
PROJECT NO: 1026.107
WELL / BORING NO: CL-02
STARTED: 4/26/16 COMPLETED:
4/26/16
DRILLING COMPANY: Mid -Atlantic Drilling (MAD)
NORTHING:
992906.539
EASTING:
1983752.4
DRILLING METHOD: Direct -Push
G.S. ELEV:
ft
M.P. ELEV:
467.0 ft
BOREHOLE DIAMETER: 1 IN
DEPTH TO WATER: 0.0 ft TOC
TOTAL DEPTH:
36.0 ft BGS
NOTES: BWS: Below Water Surface
LOGGED BY:
R. Graziano
CHECKED BY:
J. Gilmer
U
= c�
u,
a
O^
z
_
o E
WELL
w
Q O
DESCRIPTION
<
U o
O
a
CONSTRUCTION
L
m
61
10
20
Fk7
30
WATER
COAL ASH, dark gray, fine.
to medium brown, coarse.
-NOTE: Sediment cores
collected from East Ash
Basin Impoundment
Pond Bottom
Probe Refusal
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
s)mTerra
Phone: [phone] ling 29601 PAGE 1 OF 1

PROJECT: Roxboro Station
WELL / BORING NO: CL-04
PROJECT NO: 1026.107
STARTED: 4/27/16 COMPLETED: 4/27/16
DRILLING COMPANY: Mid -Atlantic Drilling (MAD)
NORTHING: 992782.777 EASTING: 1984128.857
DRILLING METHOD: Direct -Push
G.S. ELEV: ft M.P. ELEV: 467.0 ft
BOREHOLE DIAMETER: 1 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 28.0 ft BGS
NOTES: BWS: Below Water Surface
LOGGED BY: R. Graziano CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
- NOTE: Sediment cores
5
collected from East Ash
Basin Impoundment
10
WATER
15
20
Pond Bottom
COAL ASH
25
Probe Refusal
30
35
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
s)mTerr Phone: [phone] PAGE 1 OF 1

PROJECT: Roxboro Station
WELL / BORING NO: CL-06
PROJECT NO: 1026.107
STARTED: 4/27/16 COMPLETED: 4/27/16
DRILLING COMPANY: Mid -Atlantic Drilling (MAD)
NORTHING: 992663.585 EASTING: 1984513.329
DRILLING METHOD: Direct -Push
G.S. ELEV: ft M.P. ELEV: 467.0 ft
BOREHOLE DIAMETER: 1 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 20.0 ft BGS
NOTES: BWS: Below Water Surface
LOGGED BY: DMY CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
- NOTE: Sediment cores
5
collected from East Ash
Basin Impoundment
WATER
10
Pond Bottom
COAL ASH
15
SP
SAND, dark to medium gray, coarse, silty and clayey.
20
Probe Refusal
25
30
35
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
s)mTerr Phone: [phone] PAGE 1 OF 1

PROJECT: Roxboro Station
WELL / BORING NO: CL-07
PROJECT NO: 1026.107
STARTED: 4/27/16 COMPLETED: 4/27/16
DRILLING COMPANY: Mid -Atlantic Drilling (MAD)
NORTHING: 992659.816 EASTING: 1984708.134
DRILLING METHOD: Direct -Push
G.S. ELEV: ft M.P. ELEV: 467.0 ft
BOREHOLE DIAMETER: 1 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 15.0 ft BGS
NOTES: BWS: Below Water Surface
LOGGED BY: DMY CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
- NOTE: Sediment cores
5
WATER
collected from East Ash
Basin Impoundment
10
Pond Bottom
COAL ASH
SW
SAND, gray, poorly sorted, gradational contact.
15
--* Probe Refusal
20
25
30
35
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 1 OF 1

PROJECT: Roxboro Station
WELL / BORING NO: CV-01
PROJECT NO: 1026.107
STARTED: 4/27/16 COMPLETED: 4/27/16
DRILLING COMPANY: Mid -Atlantic Drilling (MAD)
NORTHING: 992519.925 EASTING: 1984146.377
DRILLING METHOD: Direct -Push
G.S. ELEV: ft M.P. ELEV: 467.0 ft
BOREHOLE DIAMETER: 1 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 19.9 ft BGS
NOTES: BWS: Below Water Surface
LOGGED BY: R. Graziano CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
- NOTE: Sediment cores
5
collected from East Ash
Basin Impoundment
WATER
10
Pond Bottom
COAL ASH
15
CH
CLAY, light brown, silty with high plasticity.
20
Probe Refusal
25
30
35
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 1 OF 1

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= 0
W
a
O^
c
z
OJ
_
C) E WELL
W
Q O
p
DESCRIPTION
2
W
p
d a CONSTRUCTION
p
W
CD
<
�v
m0
ML
SILT, light brown, clayey with rock clasts.
5
G°
10
ML
SILT, brown to gray, dry with PWR.
15
0° �
°
ML
SILT, brown -gray grading into red -tan, contains PWR.
20
Bentonite
SCHIST, tan to gray, partially weathered and pulvurized.
25
SAPROLITE, dark tan to gray, schistose to gneissic relic
structures.
30
CL
CLAY, silty and clayey with PWR.
35
PWR brown to gray, with relic structures.
PWR, gray, competent rock 39' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 1 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= 0
W
a
O-
c
z
_
p E WELL
w
Q O
DESCRIPTION
2
U
OJ p
d a CONSTRUCTION
p
C�
p
<
�v
m0
PWR, gray, competent rock 39' bgs. (continued)
45
50
55
60
�-�,;=�
Bentonite
\
DIORITE, multiple mechanical fractures. at 70.0' bgs,
-
healed fracture with Epidote, fine crystals 71'-72' bgs.
Fractures 77'. Quartz vein with pyrite secondary
mineralization along margins at 82.5' bgs, iron oxide
65
''
staining 87' bgs.
70
75
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 2 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E WELL
W
Q O
p
DESCRIPTION
2
W
p
d a CONSTRUCTION
p
C�
<
�v
m0
85
DIORITE, multiple mechanical fractures. at 70.0' bgs,
healed fracture with Epidote, fine crystals 71'-72' bgs.
-'
Fractures 77'. Quartz vein with pyrite secondary
mineralization along margins at 82.5' bgs, iron oxide
90
=
staining 87' bgs. (continued)
Bentonite
95
'�''%-
j
100
105
SCHIST, green to dark gray, composed of chlorite, biotite
and hornblende, crystals fine, Tien pyrite and muscovite
mica in fractures. Fracture with epidote secondary
mineralization along fracture face 99' bgs. Crystals
110
coarsen -111' bgs. Fractures 119'-122' bgs.
115
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 3 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E WELL
w
Q O
p
DESCRIPTION
2
W
p
d a CONSTRUCTION
p
C�
<
�v
m0
'
METAGRANITOID, composed of feldspar.
130
SCHIST, green to dark gray, composed of chlorite, biotite
9 9 Y
/
and hornblende,
135
140
; ; ;
_-,
Bentonite
145
METADIORITE, composed of K-feldspar, biotite and
;
hornblende, fine to coarse crystals. Biotite and hornblende
-- ;-
content decrease 144' bgs. Chlorite present --147' bgs.
Decreasing K-feldspar content 148.5' bgs, fractured with
'
secondary mineralization of epidote along fracture faces.
150
155
- Packer Test: 150'-157'
(Recharge rate: 0.02 gpm)
METAGRANITOIDE, black and white, crystals coarse,
sutured fracture present, quartz and plagioclase feldspar
'
vein --164' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 4 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E WELL
w
Q O
p
DESCRIPTION
2
W
p
d a CONSTRUCTION
p
C�
<
�v
m0
METAGRANITOIDE, black and white, crystals coarse,
;-
sutured fracture present, quartz and plagioclase feldspar
-;
vein -164' bgs. (continued)
165
170
175
180
Bentonite
GNEISS, banding of dark minerals, fractured, feldspar
vein 170' bgs, increase in foliation 174' bgs. Become
schistose-185.2' bgs.
185
190
195
SCHIST, green -gray to black, crystals fine to coarse,
highly fractured throughout, edpidote phenocrysts and
feldspar veins present. Become gneissic -191' bgs and
back to schist -197' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 5 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= 0
ILO
w
a
O-
c
z
OJ
_
p E WELL
w
p
DESCRIPTION
2
U
p
d a CONSTRUCTION
p
C�
<
�v
m0
SCHIST, green -gray to black, crystals fine to coarse,
highly fractured throughout, edpidote phenocrysts and
feldspar veins present. Become gneissic -191' bgs and
back to schist -197' bgs. (continued)
205
210
;
-
AMPHIBOLITE GNEISS, composed of biotite and
hornblende. Fractures -213' bgs.
215
SCHIST, composed of chlorite and biotite, crystals fine,
epidote secondary mineralization along fracture faces.
220
/
Bentonite
GNEISS, contains biotite and hornblende, sutured
225
�� �
fracture 225' bgs, interval highly fractured througout.
230
SCHIST, contains amphibole and pyroxene, black to
green -black, highly fractured.
235
-�,; =
AMPHIBOLITE GNEISS, contains biotite and
-
hornblende, feldspar vein 237' bgs, high fractured
237'-238' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 6 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
a
O^
c
z
_
p E WELL
W
Q O
DESCRIPTION
2
W
OJ p
d a CONSTRUCTION
p
C�
p
<
�v
m0
245
Bentonite
GNEISS to granitic gneiss, contains biotite and
hornblende, fracture -240' bgs.
250
-Packer Test: 247'-254'
'
(Recharge rate: 0.42 gpm)
255
260
;�;
265
; , ; �-
-Packer Test: 258'-265'
(Recharge rate: 0.14 gpm)
�
AMPHIBOLITE GNEISS, contains chlorite and pyrite,
crystals fine, very hard, fresh, high -angle fracture 260'
bgs, highly fractured 266.5'-267; bgs and 276.5'-277.0'
-
bgs. Vertical fracture 270' bgs. Fractures 272'-275' bgs.
Pyrite secondary mineralization 277' bgs. Fractures with
270
heavy pyrite and chlorite secondary mineralization
277'-280' bgs.
275
�-� '�
-Packer Test: 268'-275'
(Recharge rate: 0.06 gpm)
CLIENT: Duke Energy Progress, LLC.
ra
48 Rver Street, Suite 220 PROJECT LOCATION: Semora, NC
148 River
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 7 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: DG-02
PROJECT NO: 1026.107
STARTED: 2/9/16 COMPLETED: 2/16/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 990204.795 EASTING: 1982870.197
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 560.58 ft M.P. ELEV: 563.14 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: NA ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
a
O^
c
z
OJ
_
p E WELL
w
Q O
p
DESCRIPTION
2
W
p
d a CONSTRUCTION
p
C�
<
�v
m0
-Packer Test: 275'-282'
-
(Recharge rate: 0.05 gpm)
-
GRANITIC GNEISS, limited
mineralization, quartzose zone -287' bgs, horizontal
285
�-
fractures present.
_ -
Bentonite
290
AMPHIBOLITE GNEISS, contains biotite and hornblende
with some chlorite. Vertical to sub -vertical fractures
- Packer Test: 285'-292'
throughout interval. Feldspar banding 287' bgs.
(Recharge rate: 0.23 gpm)
295
- Packer Test: 292'-299'
-
(Recharge rate: 0.2 gpm)
300
GNEISS, poorly foliated, large fracture with
heavy mineralization at 299.0' bgs, chlorite, epidote
and pyrite deposits, milky calcite deposit at 301.0' bgs. At
277.0'-280.0' bgs, good fracture surfaces, heavy
mineralization (pyrite, chlorite).
305
Borehole completely abandoned with bentonite.
310
315
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Caroling 29601
SynTerr Phone: [phone] PAGE 8 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
a
CONSTRUCTION
p
C�
<
�v
m0
locking cap
ML
SILT, brown to red, clayey.
5
ML
SILT, gray, rock flour with rock fragments, hard.
10
2" Sch. 40 threaded PVC
riser
15
SAPROLITE, red -brown in gray rock flour, lenticular,
abundant rock fragments, very resistant.
20
Grout (0'-273')
6" Sch. 40 threaded PVC
Surface casing (0'-42')
25
30
35
SCHIST, green to black, chlorite and hornblende
��
abundant, crystals fine, intensely fracture (PWR).
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 1 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
C�
<
�v
m0
SCHIST, green to black, chlorite and hornblende
abundant, crystals fine, intensely fracture (PWR).
continued
M/
45
�/
SCHIST, contains hornblende and biotite, medium to
coarse crystals, some gneiss banding, iron staining in
/
fractures.
50
/
55
SCHIST, green to black, contains chlorite, biotite and
hornblende, crystals fine, highly fractured.
60
—Grout (0'-273')
65
\
METADIORITE with plagioclase veins. Very fine crystals
70.5'-75.5' bgs. Mechanically -induced fractures -78' bgs.
70
-\
75
CLIENT: Duke Energy Progress, LLC.
ra
48 Rver Street, Suite 220 PROJECT LOCATION: Semora, NC
148 River
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 2 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= 0
ILO
W
a
O-
c
z
OJ
_
p E
WELL
w
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
C�
<
�v
m0
�.�
METADIORITE with plagioclase veins. Very fine crystals
; -
70.5'-75.5' bgs. Mechanically -induced fractures -78' bgs.
-,
(continued)
85
90
Same as above, green to black with plagioclase veins,
fine crystals, intensely fractured.
95
100—N
<
GNEISS, biotite and hornblende abundant, intensely
105
fractured -102' bgs.
110
SCHIST, fine crystals, mechanically broken throughout
interval.
115
NON
GNEISS, contains biotite, chlorite and hornblende, fine
crystals, lenticular zones of epidotes and occasionaly
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 3 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
w
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
w
0
<
�v
m0
125
130
—Grout (0'-273')
GNEISS, contains biotite, chlorite and hornblende, fine
crystals, lenticular zones of epidotes and occasionaly
(continued)
135
140
145
150
v
-\
METAGRANITE, light gray, medium to coarse crystals,
\
feldspar and quartz veins present, fractured througout.
-
-Packer Test: 148'-154'
(Recharge rate: 0.04 gpm)
155
Grout(0'-273')
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerr Phone: [phone] PAGE 4 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
ii
O -
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
C�
<
�v
m0
ac er I es
(Recharge rate: 0.03 gpm)
SCHIST, green to black, fine chlorite and biotite crystals,
fractured. (continued)
165
AMPHIBOLITE GNEISS, black, contains biotite and
hornblende with plagioclase feldspar veins, crystals fine,
-Packer Test: 160'-166'
(Recharge rate: 0.03 gpm)
170
SCHIST, contains biotite and hornblende, vertical
fractures 169'-173' bgs.
Grout (0'-273')
175
180
-Packer Test: 174'-180'
(Recharge rate: 0.02 gpm)
185
AMPHIBOLITE GNEISS, contains biotite and
hornblende, some epidote secondary mineralization in
Y Packer Test: 182'-188'
fractures. Fracture zone 184'-187' bgs; vertical fractures
(Recharge rate: 0.04 gpm)
at 185' and 186' bgs; fracture zone 190'-202' bgs with iron
190
and magnesium oxide staining along fracture faces.
-Packer Test: 188'-194'
(Recharge rate: 0.02 gpm)
195
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 5 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
0
<
�v
m0
AMPHIBOLITE GNEISS, contains biotite and
hornblende, some epidote secondary mineralization in
fractures. Fracture zone 184'-187' bgs; vertical fractures
at 185' and 186' bgs; fracture zone 190'-202' bgs with iron
and magnesium oxide staining along fracture faces.
205
(continued)
-Packer Test: 210'-207'
(Recharge rate: 0.04 gpm)
210
215
Grout (0'-273')
220
AMPHIBOLITE GNEISS, some epidote secondary
mineralization in fractures. Vertical fractures with iron and
magnesium oxide staining 221'-224' bgs and 231'-237'
bgs. Intercelated schist 240'-243' bgs. Highly fractured
257'-267' bgs. Sutured fracture 265.5' bgs. Intensely
225
fractured into fine-grained material -277' bgs. Vertical
fracture -298' bgs.
- Packer Test: 220'-226'
(Recharge rate: 0.08 gpm)
230
235
- Packer Test: 230'-236'
(Recharge rate: 0.08 gpm)
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Caroling 29601
synTerra Phone: [phone] PAGE 6 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
ii
O -
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
0
<
�v
m0
245
- Packer Test: 240'-246'
(Recharge rate: 0.05 gpm)
250
255
Grout (0'-273')
AMPHIBOLITE GNEISS, some epidote secondary
mineralization in fractures. Vertical fractures with iron and
magnesium oxide staining 221'-224' bgs and 231'-237'
260
bgs. Intercelated schist 240'-243' bgs. Highly fractured
257'-267' bgs. Sutured fracture 265.5' bgs. Intensely
fractured into fine-grained material -277' bgs. Vertical
fracture --298' bgs. (continued)
265
- Packer Test: 263'-269'
(Recharge rate: 0.05 gpm)
270
275
Bentonite (273'-280')
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 7 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-04BRL
PROJECT NO: 1026.107
STARTED: 3/4/16 COMPLETED: 3/8/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 987877.358 EASTING: 1978601.478
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 499.66 ft M.P. ELEV: 502.62 ft
BOREHOLE DIAMETER: 6/10 IN
DEPTH TO WATER: 35.62 ft TOC TOTAL DEPTH: 307.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
W
p
DESCRIPTION
2
W
p
m0
d a
CONSTRUCTION
p
0
<
�v
ac er I es
(Recharge rate: 0.05 gpm)
AMPHIBOLITE GNEISS, some epidote secondary
mineralization in fractures. Vertical fractures with iron and
magnesium oxide staining 221'-224' bgs and 231'-237'
bgs. Intercelated schist 240'-243' bgs. Highly fractured
257'-267' bgs. Sutured fracture 265.5' bgs. Intensely
285
fractured into fine-grained material -277' bgs. Vertical
fracture -298' bgs. (continued)
290
- Packer Test: 285'-291'
/
(Recharge rate: 0.07 gpm)
/
—Sand Pack (280'-305')
295
2" pre -packed well screen
(285-306)
AMPHIBOLITE, contains biotite, hornblende, pyroxene
and epidote. Quartz crystals-305.5' bgs.
300
- Packer Test: 295'-301'
(Recharge rate: 0.05 gpm)
305
Sand (305'-30T)
Borehole terminated 307' bgs. To facilitate well
construction, borehole was abandoned to 305' bgs with
sand.
310
315
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 8 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-19BRL
PROJECT NO: 1026.107
STARTED: 6/8/16 COMPLETED: 6/9/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 990230.279 EASTING: 1982876.094
DRILLING METHOD: Air Hammer
G.S. ELEV: 561.15 ft M.P. ELEV: 564.32 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 37.78 ft TOC TOTAL DEPTH: 77.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: C. Eady CHECKED BY: J. Gilmer
U
= (D
w
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
a
CONSTRUCTION
p
C�
<
�v
m0
locking cap
SANDY SOIL.
5
10
15
20
2" Sch. 40 threaded PVC
riser
SAPROLITE to sandy soil.
25
Grout (0'-51')
30
35
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 1 OF 2

PROJECT: Roxboro Station
WELL / BORING NO: MW-19BRL
PROJECT NO: 1026.107
STARTED: 6/8/16 COMPLETED: 6/9/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 990230.279 EASTING: 1982876.094
DRILLING METHOD: Air Hammer
G.S. ELEV: 561.15 ft M.P. ELEV: 564.32 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 37.78 ft TOC TOTAL DEPTH: 77.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: C. Eady CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
SAPROLITE to sandy soil. (continued)
45
50
55
—Bentonite (51'-61')
60
BEDROCK, water at 48' bgs (yield = 0.5 gpm), 65' bgs
(yield=5 gpm), and 73' bgs (yield = 8 gpm).
65
—Sand Pack (61'-73')
2" pre -packed well screen
(63'-73')
70
75
Tlptl
Sand (73'-77')
Borehole terminated 77' bgs. To facilitate well
construction, borehole abandoned to 73' bgs with sand.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerr Phone: [phone] PAGE 2 OF 2

PROJECT: Roxboro Station
WELL / BORING NO: MW-20BRL
PROJECT NO: 1026.107
STARTED: 2/20/16 COMPLETED: 2/27/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993029.101 EASTING: 1984933.114
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 483.47 ft M.P. ELEV: 487.11 ft
BOREHOLE DIAMETIT: 6 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL+EPTH: 207.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz/ B. Wylie CHECKED BY: J. Gilmer
U
= 0
W
a
O-
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
a
CONSTRUCTION
p
W
C�
<
�v
m0
locking cap
CL
CLAY, reddish -orange, sandy, tight and well compacted,
no structures, dry below 2' bgs.
5
CL
CLAY, minor brownish orange and dark brown mottling,
compact, minor structures (SAPROLITIC).
0000�o�°
10
°*°°°°°°°
SW
SAND, light brown to gray, gravelly, dry with PWR
°
fragments.
Grout (0'-186.4')
6" Sch. 40 threaded PVC
Surface casing (0'-26')
PWR, hard, dry, possible pulvurization due to drilling.
15
SAPROLITE, dark brown to gray, sandy with gravel, relic
structures present, tight and dry.
20
2" Sch. 40 threaded PVC
riser
SCHIST, light brown gray, foliated, partially weathered in
gravel clasts.
25
AMPHIBOLITE, poorly foliated, hard, fresh, poorly
foliated.
30
METAGRANITE, crystals fine, hard to very hard, fresh,
-
secondary mineralization of epidote and feldspar, quartz
,
vein -45' bgs.
35
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
Term
Phone:[phone] PAGE 1 OF 6

PROJECT: Roxboro Station
WELL / BORING NO: MW-20BRL
PROJECT NO: 1026.107
STARTED: 2/20/16 COMPLETED: 2/27/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993029.101 EASTING: 1984933.114
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 483.47 ft M.P. ELEV: 487.11 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 207.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz/ B. Wylie CHECKED BY: J. Gilmer
U
= 0
w
ii
O-
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
w
p
d a
CONSTRUCTION
p
w
0
<
�v
m0
METAGRANITE, crystals fine, hard to very hard, fresh,
-
secondary mineralization of epidote and feldspar, quartz
vein --45' bgs. (continued)
45
50
55
�
Grout (0 186.4')
SCHIST, contains chlorite, pyrite and feldspar.
60
- Packer Test: 57'-63'
(Recharge rate: 0.153 gpm)
65
70
METADIORITE, fine crystals, contains feldspar, hard to
very hard, fresh.
75
-
METAGRANITE, hard to very hard.
METADIORITE, contains feldspar, crystals fine, hard to
- =
very hard, fresh, a hanitic, become gneissic with depth.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 2 OF 6

PROJECT: Roxboro Station
WELL / BORING NO: MW-20BRL
PROJECT NO: 1026.107
STARTED: 2/20/16 COMPLETED: 2/27/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993029.101 EASTING: 1984933.114
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 483.47 ft M.P. ELEV: 487.11 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 207.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz/ B. Wylie CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
0
<
�v
m0
85
90
METADIORITE, contains feldspar, crystals fine, hard to
-
very hard, fresh, aphanitic, become gneissic with depth.
(continued)
95
100
-
%�
Grout (0'-186.4')
110
- Packer Test: 106-111'
(Recharge rate: 0.003 gpm)
GRANITIC GNEISS, crystals fine, weakly to moderately
foliated, feldspar, chlorite, and pyrite secondary
minerlization, hard to very hard, mafic rock 118'-122' bgs
and 123-127' bgs.
115
- Packer Test: 111'-117'
(Recharge rate: 0.02 gpm)
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 3 OF 6

PROJECT: Roxboro Station
WELL / BORING NO: MW-20BRL
PROJECT NO: 1026.107
STARTED: 2/20/16 COMPLETED: 2/27/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993029.101 EASTING: 1984933.114
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 483.47 ft M.P. ELEV: 487.11 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 207.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz/ B. Wylie CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
C�
<
�v
m0
125
130
135
GRANITIC GNEISS, crystals fine, weakly to moderately
140
foliated, feldspar, chlorite, and pyrite secondary
Grout (0'-186.4')
minerlization, hard to very hard, mafic rock 118'-122' bgs
and 123-127' bgs. (continued)
145
150
155
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 4 OF 6

PROJECT: Roxboro Station
WELL / BORING NO: MW-20BRL
PROJECT NO: 1026.107
STARTED: 2/20/16 COMPLETED: 2/27/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993029.101 EASTING: 1984933.114
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 483.47 ft M.P. ELEV: 487.11 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 207.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz/ B. Wylie CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
m0
d a
CONSTRUCTION
p
C�
<
�v
165
170
—Grout (0'-186.4')
GRANITIC GNEISS, crystals fine, weakly to moderately
foliated, feldspar, chlorite, and pyrite secondary
minerlization, hard to very hard, mafic rock 118'-122' bgs
and 123-127' bgs. (continued)
175
180
185
o
190
Bentonite (186.4'-1945)
SCHIST, contains biotite, hard to very hard, epidote and
feldspar secondary mineralization, interlayered with gneiss.
195
2" pre -packed well screen
(195'-206)
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerr Phone: [phone] PAGE 5 OF 6

PROJECT: Roxboro Station
WELL / BORING NO: MW-20BRL
PROJECT NO: 1026.107
STARTED: 2/20/16 COMPLETED: 2/27/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 993029.101 EASTING: 1984933.114
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 483.47 ft M.P. ELEV: 487.11 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 0.0 ft TOC TOTAL DEPTH: 207.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz/ B. Wylie CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
C�
<
�v
m0
—Sand Pack (194.5'-205)
=�
METAGRANITE
205
Sand (205'-20T)
-
-Packer Test: 201'-207'
(Recharge rate: <5 gpm)
Borehole terminated 207' bgs. To facilitate well
construction, borehole abandoned to 205' bgs with sand.
210
215
220
225
230
235
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 6 OF 6

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
_
p E
WELL
w
Q O
p
DESCRIPTION
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
ML
SILT, buff red, clayey.
SC
SAND, buff red, clayey.
5
SAPROLITE, buff to gray, silty and sandy with weathere
,
rock clasts.
10
ML
SILT, reddish gray, sandy with weather rock clasts.
15
SAPROLITE, reddish brown, few clay with weathered
rock clasts.
Grout (0'-136')
6" Sch. 40 threaded PVC
20
Surface casing (0'-37')
25
PWR gray, pulvurized weather rock clasts, saprolitic.
30
2" Sch. 40 threaded PVC
riser
i
35
SCHIST, brownish gray, sericite- and biotite-rich with
quartz and plagioclase feldspar phenocrysts, foliated,
/
fractured with iron oxide staining.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerr Phone: [phone] PAGE 1 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
W
U
= (D
Q O
DESCRIPTION
W
a
2
O^
W
c
z
OJ p
_
p E
d a
WELL
CONSTRUCTION
p
W
C�
p
<
�v
m0
SCHIST, brownish gray, sericite- and biotite-rich with
quartz and plagioclase feldspar phenocrysts, foliated,
fractured with iron oxide staining. (continued)
45
/
50
SCHIST, light gray and black, contains biotite and
hornblende as accessory minerals, weakly foliated,
plagioclase in healed fracture.
55
METAGRANITE, light gray, relatively fine crystals,
60
;
slightly foliated, relatively fine grained, feldspar secondary
mineralization in fractures.
Grout (0'-136')
j/
65
SCHIST, light gray and black, contains biotite and
hornblende, weakly foliated, feldspar veining present,
quartz vein at 73.5' bgs.
70
j
75
SCHIST, greenish gray, contains chlorite, biotite and
hornblende, plagioclase and epidote veining present.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 2 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
W
C�
<
�v
m0
SCHIST, greenish gray, contains chlorite, biotite and
hornblende, plagioclase and epidote veining present.
(continued)
85
--*—Grout (0'-136')
90
AMPHIBOLITE GNEISS, chlorite, epidote, k-feldspar
veining in healed fractures.
95
100
1�
105
SCHIST, light gray with some black, contains biotite and
/
hornblende, fine to medium crystals, weakly foliated. Color
transitions to dark gray at very bottom of interval.
Fractures at 131' , 139', 147-152', 159.5', 161-162',
/
166-167', and 170' bgs. Iron, manganese oxide staining at
161-162, and 170' bgs.
110
115
METADIORITE, light gray with some black, weakly
=
foliated, iron and manganese oxide staining in addition to
feldspar secondary mineralization in fractures.
CLIENT: Duke Energy Progress, LLC.
Synra
48 Rver Street, Suite 220 PROJECT LOCATION: Semora, NC
148 River
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 3 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
d
O^
c
z
_
p E
WELL
w
Q O
DESCRIPTION
2
W
OJ p
d a
CONSTRUCTION
p
C�
p
<
�v
m0
125
130
135
"
—Bentonite (136'-141')
METADIORITE, light gray with some black, weakly
140
foliated, iron and manganese oxide staining in addition to
feldspar secondary mineralization in fractures. (continued)
145
- ,
- Packer Test: 139'-145'
(Recharge rate: 0.17 gpm)
150
; ;q;
Sand Pack (0'-3T)
2" pre -packed well screen
-
(143'-158')
155
�-
�'-�
-Packer Test: 150'-156'
(Recharge rate: 0.38 gpm)
Sand (158'-160')
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 4 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E WELL
W
Q O
p
DESCRIPTION
2
W
p
d a CONSTRUCTION
p
C�
<
�v
mO
165
-
- Packer Test: 161'-167'
(Recharge rate: 0.04 gpm)
METADIORITE, light gray with some black, weakly
-
foliated, iron and manganese oAde staining in addition to
feldspar secondary mineralization in fractures. (continued)
175
-
-Packer Test: 170'-176'
(Recharge rate:0.1 gpm)
180
185
-
-Packer Test: 179'-185'
(Recharge rate: 0.01 gpm)
Bentonite (160'-297')
190
SCHIST, coarse crystals, foliated with lenticular gneissic
banding.
195
METAGRANODIORITE, light gray with fine crystals,
- -
weakly foliated.
SCHIST, gray with some black, foliated.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 5 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
a
O^
c
z
OJ
_
p E WELL
w
Q O
p
DESCRIPTION
2
W
p
d a CONSTRUCTION
p
C�
<
�v
m0
SCHIST, gray with some black, foliated. (continued)
205
Bentonite (160'-297')
210
-Packer Test: 207'-213'
(Recharge rate: 0.04 gpm)
`Packer Test: 179'-213'
(Recharge rate: 0 gpm)
215
�
SCHIST, gray to dark gray with some black, foliated with
/
abundant feldspar and quartz veining. Fractures at 207'
and 210' bgs with chlorite and epidote secondary
mineralization along fracture faces.
220
225
METAMONZONITE, feldspar, chlorite and epidote
- -_
seconds mineralization along fracture faces.
-Packer Test: 221'-227'
(Recharge rate: 0.06 gpm)
Bentonite(160'-297')
230
METADIORITE, light gray with some black, weakly
foliated, some feldspar and quartz veining present, epidote
secondary mineralization along fracture faces.
235
'- "�-
�-�Packer
Test: 230'-236'
(Recharge rate: 0.05 gpm)
SCHIST, epidote and chlorite secondary mineralization
along fracture faces.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 6 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
w
U
_ (�
Q O
DESCRIPTION
W
a
2
O^
W
c
z
OJ p
_
p E WELL
d a CONSTRUCTION
p
C�
p
<
�v
mO
245
SCHIST, fine crystals with visible hornblende, epidote
and chlorite secondary mineralization along fracture faces,
feldspar phenocrysts present -243' bgs.
-Packer Test: 240'-246'
(Recharge rate: 0.05 gpm)
/fiffi
250
/
SCHIST, dark gray to black, contains hornblende and
pyroxene, crystals fine, feldspar veining 252'-253' bgs.
255
- Packer Test: 249'-255'
(Recharge rate: 0.05 gpm)
SCHIST, contains chlorite, biotite, and hornblende.
260
GNEISS, contains biotite and hornblende.
265
- Packer Test: 260'-266'
(Recharge rate: 0.06 gpm)
SCHIST, dark gray, weakly foliated with feldspar and
quartz veins 265' bgs.
270
Bentonite (160'-297')
275
g
SCHIST, gray to black, contains hornblende phenocrysts.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerr Phone: [phone] PAGE 7 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-21 BRL
PROJECT NO: 1026.107
STARTED: 4/15/16 COMPLETED: 4/28/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 991832.78 EASTING: 1982130.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 526.57 ft M.P. ELEV: 529.59 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 120.47 ft TOC TOTAL DEPTH: 297.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
a
O^
c
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WELL
W
Q O
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DESCRIPTION
2
W
p
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CONSTRUCTION
p
W
C�
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m0
Bentonite (160'-297')
SCHIST, greenish black, contains biotite and chlorite,
strong foliation, iron and manganese oxide staining along
285
fracture faces and feldspar and epidote veining -282' bgs.
(continued)
-Packer Test: 280'-286'
(Recharge rate: 0.03 gpm)
290
METAGABBRO, dark gray, weakly foliated, quartz
/
veining throughout, iron and manganese staining along
fracture faces.
295
- Packer Test: 290'-296'
(Recharge rate: 0.01 gpm)
Borhole terminated 297' bgs. To facilitate well
construction, borehole abandoned to 160' bgs with
300
bentonite pellets.
305
310
315
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 8 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BR
PROJECT NO: 1026.107
STARTED: 4/13/16 COMPLETED: 4/15/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.938 EASTING: 1981529.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.93 ft M.P. ELEV: 474.00 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 16.38 ft TOC TOTAL DEPTH: 72.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
=C�
W
d
O^
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_
o E
WELL
w v
ry O
j
DESCRIPTION
Q
w
m 0
a Q
CONSTRI2P@tQC'ti-@
(D
U)
L)
gal;UCTION
wit�
locking cap
GYPSUM FLOUR
5-
Sc
SAND, gray to brown, clayey.
10
Sc
SAND, brown, clayey.
15
Grout (0'-52')
SM
SAND, gray to brown, silty with rock clasts.
6" Sch. 40 threaded PVC
20
Surface casing (0'-37')
25
SAPROLITE, buff to brown, silty with abundant rock
clasts.
2" Sch. 40 threaded PVC
riser
30
35
SCHIST, brownish gray, quartzose and micaceous,
foliated with iron oxide staining.
VA
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, INC
��irra Greenville, South Carolina 29601
s)mPhone:864-421-9999 PAGE 1 OF 2

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BR
PROJECT NO: 1026.107
STARTED: 4/13/16 COMPLETED: 4/15/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.938 EASTING: 1981529.128
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.93 ft M.P. ELEV: 474.00 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 16.38 ft TOC TOTAL DEPTH: 72.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
uj
a
O^
c
z
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_
p E
WELL
W
Q O
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DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
SCHIST, brownish gray, quartzose and micaceous,
foliated with iron oxide staining. (continued)
—Grout (0'-52')
45
METADIORITE, dark gray to black, fine to coarse
crystals, weakly foliated.
50
SCHIST, gray to black, foliated, fractured.
��
Bentonite (52'-56.8')
55
60
SCHIST, gray to black, foliated with lenticular gneissic
banding, fractured.
Sand Pack (56.8'-70')
65
2" pre -packed well screen
DIORITIC GNEISS, gray to black, foliated and fractured.
70
Sand (70'-72')
Borehole terminated 72' bgs. To facilitate well
75
construction, borehole abandoned to 70' bgs with sand.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 2 OF 2

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
=C�
W
d
O^
�
�z
_
o E
WELL
w v
ry O
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DESCRIPTION
Q
w
m 0
a Q
CONSTRI2P@tQC'ti-@
(D
U)
L)
gal;UCTION
wit�
locking cap
GYPSUM FLOUR
5-
Sc
SAND, gray to brown, clayey.
10
Sc
SAND, brown, clayey.
15
Grout (0'-279')
SM
SAND, gray to brown, silty with rock clasts.
6" Sch. 40 threaded PVC
20
Surface casing
25
SAPROLITE, buff to brown, silty with abundant rock
clasts.
30
2" Sch. 40 threaded PVC
riser
35
SCHIST, brownish gray, quartzose and micaceous,
foliated with iron oxide staining.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, INC
��irra Greenville, South Carolina 29601
s)mPhone:864-421-9999 PAGE 1 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
W
a
O^
c
z
OJ
_
p E
WELL
w
Q O
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DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
C�
<
�v
m0
SCHIST, brownish gray, quartzose and micaceous,
foliated with iron oxide staining. (continued)
45
�
Grout (0'-279')
METADIORITE, dark gray to black, fine to coarse
crystals, weakly foliated.
50
SCHIST, gray to black, foliated, fractured.
- Packer Test: 48'-54'
(Recharge rate: 0.004 gpm)
55
60
SCHIST, gray to black, foliated with lenticular gneissic
banding, fractured.
65
/
-Packer Test: 60'-66'
(Recharge rate: 0.13 gpm)
70
DIORITIC GNEISS, gray to black, foliated and fractured.
75
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 2 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
_ (�
w
d
O^
c
z
OJ
_
p E
WELL
w
Q O
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DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
w
0
<
�v
mO
DIORITIC GNEISS, gray to black, foliated and fractured.
(continued)
85
90
- Packer Test: 86'-92'
(Recharge rate: 0.02 gpm)
95
GNEISS, composed of biotite, hornblende and chlorite,
strong foliation, vertical fractures present.
100
Grout (0'-279')
105
110
115
GNEISS, biotite-rich, feldspar, epidote, and quartz veins
present, quartz phenocrysts present.
-Packer Test: 110'-116'
(Recharge rate: 0.02 gpm)
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 3 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
W
p
DESCRIPTION
2
W
p
m0
d a
CONSTRUCTION
p
0
<
�v
125
130
GNEISS, biotite-rich, feldspar, epidote, and quartz veins
present, quartz phenocrysts present. (continued)
135
140
//
145
-Packer Test:139'-145'
(Recharge rate: 0.15 gpm)
/
AMPHIBOLITE, black, composed of fine to coarse biotite
and hornblende, vertical fractures present. Crystals
150
become fine -140' bgs. Quartz and feldspar veins with
/
chlorite and epidote and some pyrite secondary
/
mineralization along vein margins 140' bgs.
155
/
—Grout (0'-279')
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
ynTerra Phone: [phone] PAGE 4 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
w
p
U
_ (�
Q O
C�
p
DESCRIPTION
W
a
2
<
O^
W
�v
c
z
OJ p
mO
_
p E
d a
WELL
CONSTRUCTION
165
��
170
AMPHIBOLITE, black, composed of fine to coarse biotite
and hornblende, vertical fractures present. Crystals
-Packer Test:164'-170'
(Recharge rate: 0.7 gpm)
become fine -140' bgs. Quartz and feldspar veins with
chlorite and epidote and some pyrite secondary
mineralization along vein margins 140' bgs. (continued)
175
180
—Grout (0'-279')
185
GRANITIC GNEISS, epidote secondary mineralization in
suture fractures.
- Packer Test: 183'-189'
190
(Recharge rate: 0.64 gpm)
AMPHIBOLITE GNEISS, gray to black, with epidote
-
secondary mineralization in sutured fractures.
195
GNEISS, gray with black banding (bands composed of
biotite and hornblende), multiple fractures sutured by
- -
epidote and feldspar. Chlorite crystals observed 202'-207'
bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 5 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= 0
W
ii
O-
c
z
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_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
d a
CONSTRUCTION
p
C�
<
�v
m0
-
ac er I es
(Recharge rate: 0.67 gpm)
205
- -
GNEISS, gray with black banding (bands composed of
biotite and hornblende), multiple fractures sutured by
epidote and feldspar. Chlorite crystals observed 202'-207'
bgs. (continued)
—Grout (0'-279')
215
GNEISS, composed of biotite, small to coarse crystals,
occassional feldspar veins, generally massive texture.
220
Vertical fractures 217'-223' bgs.
-Packer Test: 217'-223'
(Recharge rate: 0.9 gpm)
225
230
GNEISS, composed of biotite and chlorite, quartz and
feldspar veins with epidote and pyrite secondary
mineralization along vein margins.
235
- Packer Test: 230'-236'
(Recharge rate: 1.2 gpm)
GNEISS, black to dark gray, composed of biotite, chlorite
and hornblende, crystals fine to coarse.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South Carolina 29601
s�mTerm Phone:[phone] PAGE 6 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
w
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
w
0
<
�v
mO
245
250
—Grout (0'-279')
GNEISS, black to dark gray, composed of biotite, chlorite
and hornblende, crystals fine to coarse. (continued)
255
260
-Packer Test: 255'-261'
(Recharge rate: 1.22 gpm)
265
270
GNEISS, composed of biotite, crystals fine to coarse,
mild banding. Vertical fractures -301' bgs.
-Packer Test: 274'-280'
Y
(Recharge rate: 0.91 gpm)
275
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 7 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22BRL
PROJECT NO: 1026.107
STARTED: 4/4/16 COMPLETED: 4/13/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.94 EASTING: 1981526.188
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.08 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 69.02 ft TOC TOTAL DEPTH: 300.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
o E
WELL
W
Q O
0
DESCRIPTION
2
W
�
d a
CONSTRUCTION
p
W
0
<
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m0
�Bentonite (279'-284.7')
285
290
GNEISS, composed of biotite, crystals fine to coarse,
mild banding. Vertical fractures --301' bgs. (continued)
—Sand Pack (284.7'-300')
295
2" pre -packed well screen
(290'-300')
300
Sand (300'-302')
-Packer Test: 292'-302'
(Recharge rate: 1.22 gpm)
305
Borehole terminated 302' bgs. To facilitate well
construction, borehole abandoned to 300' bgs with sand.
310
315
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 8 OF 8

PROJECT: Roxboro Station
WELL / BORING NO: MW-22D
PROJECT NO: 1026.107
STARTED: 4/14/16 COMPLETED: 4/14/16
DRILLING COMPANY: Cascade Drilling
NORTHING: 994705.944 EASTING: 1981520.307
DRILLING METHOD: Rotary Sonic
G.S. ELEV: 470.79 ft M.P. ELEV: 474.05 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 16.35 ft TOC TOTAL DEPTH: 36.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: W. Wimberley CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
w
Q O
p
DESCRIPTION
2
U
p
a
CONSTRUCTION
p
C�
<
�v
m0
locking cap
GYPSUM FLOUR
5
SC
SAND, gray to brown, clayey.
10
Grout (0'-20')
SC
SAND, brown, clayey.
15
2" Sch. 40 threaded PVC
riser
SM
SAND, gray to brown, silty with rock clasts.
20
Bentonite (20'-22')
25
SAPROLITE, buff to brown, silty with abundant rock
clasts.
—Sand Pack (22'-36')
30
2" pre -packed well screen
(26'-36')
35
SCHIST, brownish gray, quartzose and micaceous,
foliated with iron oxide staining.
Borehole terminated 40' bgs. To facilitate well
/j
construction, borehole abandoned to 36' bgs with sand.
Sand (36'-40')
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerra Phone: [phone] PAGE 1 OF 1

PROJECT: Roxboro Station
WELL / BORING NO: MW-23BR
PROJECT NO: 1026.107
STARTED: 6/8/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 993204.212 EASTING: 1984286.308
DRILLING METHOD: Air Hammer
G.S. ELEV: 515.74 ft M.P. ELEV: 518.93 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 47.34 ft TOC TOTAL DEPTH: 129.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
W
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
W
p
a
CONSTRUCTION
p
C�
�v
m0
�o
o
locking cap
�o
o
ML
SILT, orange -brown, some clay lenses, moist to dry.
5
PT
SILT, light grey, sandy, dry.
10
PULVURIZED ROCK, gray with fine crystals, contains
plagioclase feldspar and biotite, hard, moderately
weathered to fresh, dry.
15
20
PULVURIZED ROCK, white and black, some pyrite, hard
2" Sch. 40 threaded PVC
to very hard, moderately weathered to fresh.
> riser
25
PULVURIZED ROCK, light gray with fine palgioclase
30
feldspar and biotite crystals, hard and moderately
weathered, some foliation with abundant iron and
manganese oxide staining.
35
PULVURIZED ROCK, gneissic, white and black, fine
crystals, hard, fresh, some water 36'-37' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 1 OF 4

PROJECT: Roxboro Station
WELL / BORING NO: MW-23BR
PROJECT NO: 1026.107
STARTED: 6/8/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 993204.212 EASTING: 1984286.308
DRILLING METHOD: Air Hammer
G.S. ELEV: 515.74 ft M.P. ELEV: 518.93 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 47.34 ft TOC TOTAL DEPTH: 129.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
Lu
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
45
50
PULVURIZED ROCK, gneissic, white and black, fine
crystals, hard, fresh, some water 36'-37' bgs. (continued)
—Grout (0'-1075)
55
60
65
70
PULVURIZED ROCK, white and gray, contains
plagioclase feldspar, biotite and quart, very fine to fine
crystals, very hard to hard, fresh with water -126' bgs.
75
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerr Phone: [phone] PAGE 2 OF 4

PROJECT: Roxboro Station
WELL / BORING NO: MW-23BR
PROJECT NO: 1026.107
STARTED: 6/8/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 993204.212 EASTING: 1984286.308
DRILLING METHOD: Air Hammer
G.S. ELEV: 515.74 ft M.P. ELEV: 518.93 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 47.34 ft TOC TOTAL DEPTH: 129.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
_ (�
Lu
a
O^
c
z
OJ
_
p E
WELL
W
Q O
p
DESCRIPTION
2
U
p
d a
CONSTRUCTION
p
C�
<
�v
m0
85
—Grout (0'-107.5')
90
95
PULVURIZED ROCK, white and gray, contains
100
plagioclase feldspar, biotite and quart, very fine to fine
crystals, very hard to hard, fresh with water -126' bgs.
(continued)
105
110
Bentonite (1075-116.8')
115
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 3 OF 4

PROJECT: Roxboro Station
WELL / BORING NO: MW-23BR
PROJECT NO: 1026.107
STARTED: 6/8/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 993204.212 EASTING: 1984286.308
DRILLING METHOD: Air Hammer
G.S. ELEV: 515.74 ft M.P. ELEV: 518.93 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 47.34 ft TOC TOTAL DEPTH: 129.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
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DESCRIPTION
2
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CONSTRUCTION
p
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—Sand Pack (116.8'-129')
PULVURIZED ROCK, white and gray, contains
2" pre -packed well screen
plagioclase feldspar, biotite and quart, very fine to fine
(119'-129')
125
crystals, very hard to hard, fresh with water -126' bgs.
(continued)
130
135
140
145
150
155
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 4 OF 4

PROJECT: Roxboro Station
WELL / BORING NO: MW-24BR
PROJECT NO: 1026.107
STARTED: 6/7/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 992253.427 EASTING: 1985191.48
DRILLING METHOD: Air Hammer
G.S. ELEV: 524.02 ft M.P. ELEV: 527.06 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 39.91 ft TOC TOTAL DEPTH: 155.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
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WELL
w
Q O
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DESCRIPTION
2
U
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CONSTRUCTION
p
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locking cap
5
SM
SAND, orange brown, silty with some rock clasts mixed
within, moist to dry.
10
15
SM
SAND, light brown and gray, silty with rock mixed within,
moist to dry.
20
2" Sch. 40 threaded PVC
riser
25
PULVURIZED ROCK, composed of biotite and feldspar,
silty with some iron and manganese oxide staining.
30
PULVURIZED ROCK, dary gray with abundant biotite.
Top of bedrock —34'.
35
PULVURIZED ROCK, white and black, composed of
hornblende, biotite and feldspar, fine to medium crystals,
hard to very hard, some pyrite with iron and manganese
oxide staining 60'-65' and 75'-80' bgs, dry.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 1 OF 4

PROJECT: Roxboro Station
WELL / BORING NO: MW-24BR
PROJECT NO: 1026.107
STARTED: 6/7/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 992253.427 EASTING: 1985191.48
DRILLING METHOD: Air Hammer
G.S. ELEV: 524.02 ft M.P. ELEV: 527.06 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 39.91 ft TOC TOTAL DEPTH: 155.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
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WELL
W
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DESCRIPTION
2
U
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CONSTRUCTION
p
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45
50
55
PULVURIZED ROCK, white and black, composed of
60
hornblende, biotite and feldspar, fine to medium crystals,
hard to very hard, some pyrite with iron and manganese
oxide staining 60'-65' and 75'-80' bgs, dry. (continued)
65
—Grout (0'-133')
70
75
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerra Phone: [phone] PAGE 2 OF 4

PROJECT: Roxboro Station
WELL / BORING NO: MW-24BR
PROJECT NO: 1026.107
STARTED: 6/7/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 992253.427 EASTING: 1985191.48
DRILLING METHOD: Air Hammer
G.S. ELEV: 524.02 ft M.P. ELEV: 527.06 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 39.91 ft TOC TOTAL DEPTH: 155.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
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uj
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WELL
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DESCRIPTION
2
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CONSTRUCTION
p
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85
PULVURIZED ROCK, white and black, composed of
hornblende, biotite and feldspar, fine to medium crystals,
hard to very hard, some pyrite with iron and manganese
oxide staining 60'-65' and 75'-80' bgs, dry. (continued)
90
95
100
—Grout (0'-133')
105
PULVURIZED ROCK, black -green, very fine to fine
crystals, very hard, epidote crystal observed.
110
115
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
TermGreenville, South Carolina 29601
Phone:[phone] PAGE 3 OF 4

PROJECT: Roxboro Station
WELL / BORING NO: MW-24BR
PROJECT NO: 1026.107
STARTED: 6/7/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 992253.427 EASTING: 1985191.48
DRILLING METHOD: Air Hammer
G.S. ELEV: 524.02 ft M.P. ELEV: 527.06 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 39.91 ft TOC TOTAL DEPTH: 155.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
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a
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c
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p E
WELL
W
Q O
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DESCRIPTION
2
U
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CONSTRUCTION
p
W
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125
130
135
PULVURIZED ROCK, granitic, fine crystals, hard to very
hard, water —152' bgs (yield = 0.98 gpm)
—Bentonite (133'-143')
140
145
—Sand Pack (143'-155')
150
2" pre -packed well screen
(145'-155')
155
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
s)mTerr Phone: [phone] PAGE 4 OF 4

PROJECT: Roxboro Station
PROJECT NO: 1026.107
WELL / BORING NO: MW-25BR
STARTED: 6/6/16 COMPLETED:
6/7/16
DRILLING COMPANY: Geologic Exploration
NORTHING:
991842.165
EASTING:
1984850.165
DRILLING METHOD: Air Hammer
G.S. ELEV:
540.36 ft
M.P. ELEV:
543.38 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 49.99 ft TOC
TOTAL DEPTH:
110.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY:
A. Lefitz
CHECKED BY:
J. Gilmer
U
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0
W
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WELL
oO
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DESCRIPTION
Q
w
m
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CONSTRUCTION
7]
(�
C/)
W
U
SM SILT, light brown orange, silty, dense, moist to dry.
5
SM SAND, brown orange, silty.
10 PULVURIZED ROCK, white and gray, moderately hard.
15 ML SILT, gray, sandy, dry.
20
25
30
35
ML I SILT, very light gray, some rock clasts.
ML I SILT, gray brown, contains pulvurized rock.
locking cap
2" Sch. 40 threaded PVC
riser
PULVURIZED ROCK, composed of plagioclase feldspar
and hornblende, medium crystals, very hard, top of
competent bedrock —40' bgs.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
s)mTerm Greenville, South Carolina 29601
Phone:[phone] PAGE 1 OF 3

PROJECT: Roxboro Station
WELL / BORING NO: MW-25BR
PROJECT NO: 1026.107
STARTED: 6/6/16 COMPLETED: 6/7/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 991842.165 EASTING: 1984850.165
DRILLING METHOD: Air Hammer
G.S. ELEV: 540.36 ft M.P. ELEV: 543.38 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 49.99 ft TOC TOTAL DEPTH: 110.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
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WELL
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2
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CONSTRUCTION
p
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Grout (0'-86')
45
PULVURIZED ROCK, gray, water —45' bgs.
50
55
60
65
PULVURIZED ROCK, composed of biotite, feldspar and
pyrite, crystals medium, some iron and manganese oxide
staining —80' bgs.
70
75
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
TermGreenville, South Carolina 29601
Phone:[phone] PAGE 2 OF 3

PROJECT: Roxboro Station
WELL / BORING NO: MW-25BR
PROJECT NO: 1026.107
STARTED: 6/6/16 COMPLETED: 6/7/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 991842.165 EASTING: 1984850.165
DRILLING METHOD: Air Hammer
G.S. ELEV: 540.36 ft M.P. ELEV: 543.38 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 49.99 ft TOC TOTAL DEPTH: 110.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
uj
a
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c
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_
p E
WELL
W
Q O
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DESCRIPTION
2
U
p
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CONSTRUCTION
p
W
0
<
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85
90
PULVURIZED ROCK, composed of biotite, feldspar and
Bentonite (86'-98')
pyrite, crystals medium, some iron and manganese oxide
staining —80' bgs. (continued)
95
100
—Sand Pack (98'-110')
105
2" pre -packed well screen
(100'-110')
PULVURIZED ROCK, comopsed of feldspar, biotite and
hornblende, hard, water —109' bgs (yield = 1.1 gpm).
110
115
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
SynTerr Phone: [phone] PAGE 3 OF 3

PROJECT: Roxboro Station
WELL / BORING NO: MW-26BR
PROJECT NO: 1026.107
STARTED: 6/7/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 988570.279 EASTING: 1982360.462
DRILLING METHOD: Air Hammer
G.S. ELEV: 518.04 ft M.P. ELEV: 521.29 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 36.89 ft TOC TOTAL DEPTH: 84.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
W
a
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p E
WELL
w
Q O
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DESCRIPTION
2
U
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CONSTRUCTION
p
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locking cap
NOT RECORDED
5
PWR
10
15
PULVURIZED ROCK
20
2" Sch. 40 threaded PVC
:)M
> riser
ML
SILT, dark brown, sandy.
PULVURIZED ROCK, orange -brown crystaline matrix,
25
weathered.
30
PULVURIZED ROCK, composed of hornblende,
plagioclase feldspar and biotite, crystals fine, iron and
manganese oxide staining present, water -32' bgs (yield =
0.2 gpm).
' Grout (0'-63')
35
PULVURIZED ROCK, composed of hornblende,
plagioclase feldspar, biotite, and some K-feldspar, crystals
fine, dry.
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
symTerra Phone: [phone] PAGE 1 OF 3

PROJECT: Roxboro Station
WELL / BORING NO: MW-26BR
PROJECT NO: 1026.107
STARTED: 6/7/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 988570.279 EASTING: 1982360.462
DRILLING METHOD: Air Hammer
G.S. ELEV: 518.04 ft M.P. ELEV: 521.29 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 36.89 ft TOC TOTAL DEPTH: 84.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
_ (�
Lu
a
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c
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p E
WELL
W
Q O
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DESCRIPTION
2
U
p
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CONSTRUCTION
p
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45
—Grout (0'-63')
50
55
PULVURIZED ROCK, composed of hornblende,
60
plagioclase feldspar, biotite, and some K-feldspar, crystals
fine, dry. (continued)
65
Bentonite (63'-72')
70
75
Sand Pack (72'-84')
2" pre -packed well screen
(74'-84')
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
synTerm Phone: [phone] PAGE 2 OF 3

PROJECT: Roxboro Station
WELL / BORING NO: MW-26BR
PROJECT NO: 1026.107
STARTED: 6/7/16 COMPLETED: 6/8/16
DRILLING COMPANY: Geologic Exploration
NORTHING: 988570.279 EASTING: 1982360.462
DRILLING METHOD: Air Hammer
G.S. ELEV: 518.04 ft M.P. ELEV: 521.29 ft
BOREHOLE DIAMETER: 6 IN
DEPTH TO WATER: 36.89 ft TOC TOTAL DEPTH: 84.0 ft BGS
NOTES: PWR: Partially Weathered Rock
LOGGED BY: A. Lefitz CHECKED BY: J. Gilmer
U
= (D
uj
a
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c
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_
p E
WELL
W
Q O
p
DESCRIPTION
2
U
p
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CONSTRUCTION
p
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m0
PULVURIZED ROCK, mafic mineralogy with some
pyrite, crystals very fine to fine, fresh, water -82' bgs.
85
90
95
100
105
110
115
CLIENT: Duke Energy Progress, LLC.
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Semora, NC
Greenville, South ling 29601
s)mTerr Phone: [phone] PAGE 3 OF 3

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1, Well Contractor Information:
Michael C. Rice
Well ComrsclorName
4297-A
NC Well Contractor Certification Number
Cascade Drilling LP
Company Name
2. Well Construction Permit #:
List all applicable aril permits (i e. Coun(v, State, Variance, lance, Injection, etc.)
3. Well Use (check well use):
NN'ater Supply Well:
❑Agricultural
[]Geothermal (licating/Cooling Supply)
❑ Industrial/Commercial
Non -Water Supply Welk
Injection Well:
OAquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
[]Other (explain under 021
4, Date Well(s) Completed: 6/2/16 Well ID..
5a. Well Location:
DUKE ENERGY
Facility/Owner Name
PLANT ROXOBORO
Facility 1D4 (ifapplicable)
399 DUNNAWAY ROAD, SEMORA NC 27343
Physical Address, City, and Zip
CASWELL
County
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one latllong is sufficient)
N 1
6. Is (are) the well(s): Vermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or 1QNo
If fhir is a repair, fill ant know" well COIex'rrn,7raA tajorinwion and explain the nature of the
irr.•(xrir under 921 rentuni:r sectiew or on the ha ✓t of this forme
8. Number ofw•ella constructed-, s
For multiple infection Or nun-watersupply m'ells ONLY n ith rice same construction, YOU can
submit one,form.
9. Total well depth below land surface: 276 (ity
For multiple nwl/s list all depth, ifdifrerent (example- t(ei7N MI' and 2(w 100')
lo. Static water level below lop of casino.: (ft.)
Ifuuter level is above casing, use "+"
11. Borehole diameter: 10 (in.)
12. Well construction method: ROTARY SONIC
(i.e, auger, rotary, cable, direct push, etc )
For Interim[ Use ONLY:
22. Certificatioon:
c�t'i�•+r 6/23116
signature of certified Well Contractor Date
By signing this ftrrm, I hereby certiA, that the „vH(.0 wo (wer v) roasmrcred In at'cnduner
frith 13.4 NCAC 02C .0100 or 13A rt;CAC 02C AVO 11:ell Conxtrurrion Siundards and tlwt a
ropy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional Well site details or well
constructicn detatls. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a, Fnr All 1VOIC Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For WA ter Suplrly & Injection Wc11V
13a, Yield (Rpm) Method of test: AI50 submit one copy of this fonn within 30 days of completion of
utll construction to the county health department of the county where
13b. Disinfection type: _ Amount:—,—,-- constructed.
Forth G W-I North Carolina Department of Environment and Naltural Resources — Division of Water Resources Revised August 2013

NN0, 1,1_ CONK•11t11tjf((ry ltitC'+MI)
Iln.; l sm.airt': u.cd f , .Ilwt:. rIwIIIit l; xraY
!. Il ell 0-1ractur lnforinallow
e!I t'.•nunaor \ante
4-»U9,-//
W 11 ell Conicloor Cenifizijwn .1,u1111W
---C}7S-CAA/,
Compam \ant
2. Well Conslruclion Permit d:
/ ru all ,yhphruhfr• >.r11 p.•nnq, n r r •;,+,_iry _-,er,rrr, I {irn,nu' ,hgrt 4rur. art i,
3. Well Vit (cheek Nell use):
Wsler Supply Well-
:3Agrtaulwral OMLittle IpaI; Public
:Geothermal (I lcaung,'Cooling Supply) ClResidenbal Water Suppl) (single)
❑lndLI-mrial;Commercial ❑Residential Wlier Supply (shared)
'fort-11'aterSupply 1 rtl:
9 ORccw
e It:
OAquifcr Recharge
❑Gmundllater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
0Aquifer Test
❑Stomimaier Drainage
❑Experimental Technology
OSuhsidence Control
❑Geothermal (Closed loop)
❑Tracer
06vwhennal Mraiing,'Cooling Rctunfl
©Other N-Nolain under a21 1
a. Dale Well(s) Completed: 3-IY'16
Well ll)dr76
52,
T�nw ` j 6RL
fJWell LLfoocalion:
UP,.
Facility' aw nur Nome j
Factht) IDa lirapplicabic)
Physical Address, C'it), and Zip
County
Parcel ldenlificalion\o (PINI
Sh, Latitude and Longitude in degrees/minutes/seconds or deelmal degrees: 22. Certification:
(ifacll field, one laalong is 6ufficie,i11
I
si} and ne afCenilicd 4S'el1('ontra ur Date
6. Is (are) the well(s): Oermonent or OTemporory
7, Is this a repair to an existing Nell: (]5`es or P60
(f llrri n u fffwPr, fill Ord kn++wu n all r,ail(rucen+n irrhim,o,N,rr,va erpl,nn ,he nature o%the
rrpurr Whit r -11 vm,IrJv sectn,n t+r an the lylck t+f dlir h,n„
8. \umber orwells constructed: l
Far tnulrrplr m/ec•rian or rntn-w tiler s pp(r 4e11r O,1'1, l' u-,lh the !rune eomitea eN,ur, )tn, c'un
ruh,ml one form
9. Tolat well depth btlow land surfatr:
l",<r raulrrplr u ens Irsr u11 rh7rran +�ihJ%rrcni l+^r,trnPk- ! iC:'I m' u,hl3 erlWY l
In. Static Naler level below lop oreasing:
(/+turerlrrel n uhmt• eaunlr, urr "' "
11. Borehole diameter: r 10 (in.)
12- Welt construction melliod: Sa n f L
6 a super, rotary, cable. direct pwh. etc I
--
Ry egnuryc dnr farm. I hercht rerrrh• drwl the ueflty ud, luere) mownhicd al or(nnlome
u r,h HA NC,11 • tilt' 0100 nr 15A -WAC nX-.n?IeI Well Coosvinn inm Shaklunh ,Nut ihal a
uy" ufihrt rri.urd but heea providrd fit the u elt,rn nee
23. Site diagram or oddilional Netl details:
You may use the back of this page to proside additional acll silt &sails or % ell
construction details. You may also auach additional pages if necessary
SUBMITTAL I\STUCPIO\S
2.4s, tar j%ll hells: Submit this form 1lithin 30 days of completion of well
construction to the following:
(ft) Division of ►Paler Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, %(: 27699-1617
24b F_nr Ins tit 0o %VsIli ONI.1`: In addition to sanding the form in t17r address In
24aabove, also submit a copy of this form ssnhin 30 days of comfihni- of well
construr:uon to the following
Mislon of 11'ller Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Str%let Center; Raaleigh, W 27699.1636
24c, For Water .'sa lv & In rrdon ►t'e1ls:
13m. held (gpm) Melhod or test: Also submit one cop}' of this forth within 30 dayso1complelion Of
ucil construction to the county health drpartril"L of the counry where
(Jb Disinfectionhpe:��� •►mount:_ constructed
F'rrtm 1i11'• I %onh pa Cuulins Denrncnl of Fntimnrrertt wd \arwal Re —el - Ditision orw'ater Re". ores Re%ised AWLN 1013
SrannPri by �ramCry s„nr,r

�- It( I I(
Vlo
Non-Wnter Supply Well:
ClAquifer Recharge
DGioundwater Remediation
DAquifer Storage and Recovery
0saltility Barrier
[Aquifer Test
08torinwater Drainage
DExperimental Technology
(]Subsidence Control
DGwthertnal (Closed Loop)
OTracer
7lGe,ithertnal efleatine/Coolin-2 R", m)
130ther (exo1zin vii&r "211
4, Date Well(s) Completed: - 9.-HA
well )D#--D L.::- 13 P-
Sa.'Well "cation:
L
111,x,-t Row law-o
rMlity!Owner Namz
Facility IN (if applicable)
Fifjt siczd Ad*css. City, and Zip
caswdl
county
Parcel Id.-iltificotion No. (PCB)
5b. Latitude and Longitude in degrees/nduntesAtconds or decimal degrees:
fifwell field, one Litlong is sufficient)
IN W
6. Is (are) the well(s); OPermanent or Mewporary
7, is this a repsir to nn existing well: Oyes or ElNo
& this is a r'-'roirfill &111 b1min well coe;sr-?xiwn itJorm-7tim onJaxplain the, nature o0he
,,Pair &P&,r n2 1 nmw,1,5 xfevon o7 on Me bc, ik- offl-10%fM711.
8. Number of wells constructed: I
Por anift't-A! Injection or nor -carer sup,* tv:lts ONLY svidi the so -life construction, you can
s0ralf one firm
L—L
j111 F",-.'; ",1717r —1V
TO
7w I
bit) o,
IS G Fl(),!T
fi. fL
kK0.rCPKA1TL VAM. ffappllcA!;
MOM I TO I M.'IrRiAlp
IP-93 r,. I &� ,, I !v ;. I 'i'm V--,. kL -c-
I ft. I CL I I
ft fT -7
-nrt IA
- AL41.
JA-5
k ftv
ft- ft
ft. k L
ft. ft. I
22, Certiticatinr
S � manmofCattified Well Cortra-lor
iL Dal:
`l' signing As form, I hore&y cervjy (;fit the uell(s) wx (vzrt) cor. 51mfca' ;)t t;,, it, 1.,s
B
with .15AXCAC
copy ofthis ricorel has Nen provided M the well o-o-ner,
23. Site diagram or additional well details:
You may use the back of this pogo to provide additional w,11 cite details or \sell
construction details You may also attach add(tio� d pales if nece;.szr
SUBMTTAL INSTUCTIONS
9, Total well depth below laud surface: r1 (ft.) 24a. LOE All welix Submit ails f,)Trl NN-1$in 30 days of cc-'11PI-elion of •,dl
conArUelion tolhe follm%jn;
M. Slatit waltr level below top f)fc-qsin,11,-z
Ift.) Division of Water Resources, Information Processla- Unit,
1417 Mail senice (,'cuter. R31tiuh. NT, 27613.161-
'LV: L It. Uorehole diarrntzr: 5 1 v:w smilini ch: T NC,1� lo kl:
kin.) 2 4b. [A r in lislian We P; ON n a,11�jL
24 Z D-L*%v- Dli,, suf).-nu a �op�, 4 this f3.,, I
1V(11 comtructivr, nn�tbfjd.
iFitiision of 41' ,tar ;Alt
Resources. A
101WATER SITPLY11 T 11S 0', 1 NC
47, r

ate.
1 %k C1:t ..i{: .ItL
tciletL'Of ell Ii.rt:
L�SIcaSY,rtmsl (lieati*r;' `t`,+a! yy ,`,;r;,; lyi S.itr..1i n1+PI I%,ah" ,deal. l 1
Ulndtx�uisitl`Oramerc�:l ❑AvSi:lriyti+lA'�u1,t'+tiS'E}� I
Supp1. %
DAquifef Recharge
ClGloun'UZICr Rcovdi'RIOP
0Aquifer Storage end Reco+'try"
Uswinily Bwriet
©Aquifer Test
ostorma^aler Drainage
EjExperimental Technology
[]Subsidence Control
ocuothe mal (Claud Loop)
OTracci
..., .s . et rt!•,I nark flnllnv Rtturnl
0()lher Texploin under #21 1
S t o 3 filrH,
tie rt yNY �.ir4 At-
t +c'I �±ri t�l !41k.....trw ii�rYsifli.-,T - - -��
ac•
I`
�n .j�•f�'
li."tee.. Y .t�.
rr
l .
J. U■Tt Wtll(a) Completed: Y Wrll lU# - �T
5s- Wtll Uxotion: mi
' ' �' !
irCihty/0wivr Ns� m� ` ' Fa.ili y Ttk (7applws>�kj 'y
7 aA 1 )i
Physic+l A"WL Cit), and 'lip
l'■rrellderdificati+raNa [PIN)
Cornoty
5h. Latiluclt and Longitudt Ise dtgretslrninuivslarcva+ta or decimal Degrees;
fI xlt iirld. ore tadlun� it yulScient)
N Il'
6. 1s wet} The 'Atll(r): �in■ntnt 4r i]Tempor■ry
7. la ibis a repair to ■n Costing welt: LII'ts 6r
GKOI
U Ihrt iI u jdi , , s &MOM+r Ma'lJ t�+7riru: t un F qr,,V yvA.an o d rx1 Jula rhr nail✓[ ojibc
rrlarir,
,rf,rrr ont%• Mil rYnnd'1] ar+rrun nr en rtrAac( rJ'rAlt jrsrm
M. lumber of welij tonstrttcie w .
1' lvi(hI.P fame C9AIhutNan. )bu rnn
j + "aliFlr inpr(de" nr npre,�,Nee1
st'wifonefor '„
V, ratrwl++t1T tlrplh Ixl9ir lapel Ssrcnta{ tort fr• ri}li4kv'oxd.1410ir)
1i.r •Ia.lnidr rtlN Jr7r oil Jr1rAr �fh19'
F
1 p, 4talir isoter Irvel htlu+s JuP oft■ting:__�`"`—'
irwJ a
i I tllrrrhutt dliratlrr: ,-•_.�.--- r ' ( .
-
l; tt'etll+rnttrwtlinamtl!<» .__ ....a._Ci- �_
i . . 0r14,r
t;I� tt,ylytr+Tltt.+1�1i1 0`,11
3
i4 I ft• E
TO -� SIAM
R. s `�
fr. f6
i LtNG UIG ■"W6 edilid
7rtscs
fL
tr.
fr.
Tt.
22. Ctrtifita :
Sipn)at urc ofC dfivd vet Ceatra r L)a
9p stfniig rAu fvr'et, 1Aerebyy trrkly Aw the %eJ,(s) Sul (,Av,e) re:+vu trd ire aC<CVdI7' r
wish IM NVAC 0]G.0100 or MA AAr.4C 02C.0XV Well Cowou::ivn Srastejrd6 aa.i d''A—
copy oJiALs record Ares teen lrwldtd rn Ne ++rtJ ohnl�
23, Site diagram or additional well dct■Its:
You may we the bark of this page to provide additional atl;,ite drtwlli cx wci
constnrction details You way Islso attuh ad,ittimw Nse-, if rrctss-t' °
St1ll',It11TAI, INST11'CrIONS
212. FQr Felt 1Velis: Submit this form w11hin .10 da" of :<,In !r�� Cd" e,<•
construction to the following
lliviti6ao(WattrResource.%lororsnittioa Ptt-ttt%ing [,nit,
1617 Matt Service Ctnler, RaIeIX'b, NC 11, 11611
241% far InIttfl"ti 14t11�s ON1,Y: I -I a:}-iilvvil to +t r4iq i:+r (v,-y ; t'< t A-
2aa.abavt, also suhnlit a (vM of tbis form a�abia Zrt ,;,,, t I rt• s;:;tt'•�. t�
conalnreiion to Nne following:
DhWon ot\1'altt rtttovrcro, Vvdtrtrorod 16}tttiivk t•i,,,r;
1636 Stall Stfvl't vtrtte>, RaltiCIA,'Nt: 2sti<r`S,-1d 1
} :ar Inv 11:�t+tSrik+Llr`�4ir�ec►s:+a_1�'4�lia:
i!S13 Linn W,t;,A Y-1 dAltt i t %"'tv!dlr n
,.i'ii :,.:r:?+::a.tlt�(� ttl :Tee Cca�t,tY �f�l'il ttt7;t11t:i'1i t,f t,`w ��•L� l-{,,r

., k.
i IAquifrf Recharge
❑Giound%atcr Rcmcdi,lion
DAlluifuStmgeatxlRecnvcry
❑$alinil}'harrier
OAquiftr T cst
0Stonnuater Dminage
[ uxMimer w Technology
❑Subsidence Control
OirC011wmal (Clmd Loop
❑DaCer
02�11 WCAlinW901ing Re~ AM)
E30ther fexplain wWer #21 Rtmads)
4. Nit Welts) Completed: r .b Well iti1!--�A;2 �J
sta, WaU Loeaflott:
zuezg rlr .M
t'hriea) . City. and Zp
{.�
���, l''arttlleientifx+tti3ati�w (9th1)
8fa Lotifude and Lot4lltrde Sa degreeslmlautea/setoade or decimal dtgrea:
tirwell 664, one boom u rtfficiem)
i� N W
C is (att) the welt($): oferaianent or OTecnpowy
7, It this to repair to an ealstlag WVW i7Ye5 or i
-0f ttu[r it a rgaair, ft1! cwr Airiw+ ,.r11 ranstrusdicat ryyfrn.vfan aateJ uyidadn thr rancr ofdAe
rrvir 1R1(1tr r7f ry+'tarAY Mcdva or opt the biackofeklft—
il. itiwtmtser of rrtlls ranstroefed:
hit �,rPa fs lryrctlotr rr e.tri iMmtra '� , s i]WLY ,.drh vrr IarrK r++tad+rrrda+ti Seto can
irbntfr t4v./6rrn
tU-)
9. T904 nelt depth birtaw lead i artser; r 1�I1t01
r�4p At ari. ►+ dam►"' lr�a r
10. SUN woler kcal MMw top orcailrg;
If ceder 1ei+t14 aAm +ruy+t''ter "' 14h XRi.laILL, g We"q t N. LV.. 1.
-, - addifam a Willir'� I.le f3,-rt Io 1ta al&wl u,
t 1. aarelok J:amtten , 144 above, also wubmh a copy of Wl tom within 3'J clays 4 ctwhtian of ev!:1
_ � �.t�►' •rj _- CoritEfitetionigthe roflt+wing
11. Waif eewatrrclloa ml.16*4
(+c. P.0r, t+h)."101► 6-40 ot') Dlv14140 orwattr Htpla"ta. Uawderxrrmatl iajtetioo Cnniro$ l`r.rvssst
F-OUIVATIM SOPI'l_Y r4'>l;i_1.`4 O-Nl-y: � 1tUi AfoilSerrke Cooler, RAklgts, hClilo'1,tei5
24r. [ar WIRlor 2Q& & feitstiotl wells
ht.tonti of Itit: _ _
i la YsaW (rprrl) . - Al o Edwril Oft 04Y t`r thisQ41q ti6l► 3D vlgaof a;i:,zpl-t,ia<'tvf
t _ Ar,1ti4At' +►aril 0X0lT►t~'fl*l fo tho C4hlQiry t►citl'JI d-+turow, of !'se ua n!X wt.crr,
f t `tk i►id a le t i e a r•,r _ _ - .. _ - .»._ --- • txtt:Ifr►iC10ii
-
`>�ur.r--
_ �_ t~s; _.1..? . r-- ����:l��+i�',i'r__..�!'r�•t t �r r `�t �` �'�s.a ---•..
19,SAADef'111H, 4l t'Ai'E{Tfap�=1:<"l3e}�
f14TlRl�L
^r) a�a�- j+. ✓ , ^ _
P �j _ 1Ri.�1..hfZ2iik"r!(CT1ll:a ��
Afrr !' �'
fa. ft
14, nItILIX•C
LAX, faltat5
sdill daw141feEtr if arcessat})
PROM
Td_-- D[SCkIfTfO:i r�iar 6r�an�yir�trotk fti� ra;a�s«re-a:���
ft
2-7 rof
Z -7 IL
6
6 a
-7 fa v�-bh�d.� S"c�i•��
2
xl. lit.:t7Aflli$ -
22.Certiflea a; -
Sigwnae a srtiBc� We Con tot Ewa{� �� r ".
Uaa+
'?' J(R-tv'WAntos, I hrrefy eenvy Chad the twe/!($) %%u ov'vq Cowh emd in o:ru^*Nr
with IS,r h'C4C 07C.010 ry IJ.f NC.IC. A?C.d+hat7 tf f!t G7nsd r+ rt+v, S7 i lar s Am ?+W't
ropy of this rtclnrd has f.rerr proi fJrd to the +vr!! vµnrr,
23. Site diagram or additional wrti detaltec
You may ute iite bark of this page to provide s-liilimW wei not- dct33ls rr A�c'l
aonshvc(ion dcta its- You tmay nlco anch auliiitiuttat pacts i rr ectnt r ,
Sf!Ia4117"i'AL INSTUC IONS
24a. Eir All Milt: Submit this form within is ea)s ti cur,pt,titan of ,,r;l
Construction to the follawia
i)ivislva of Wilirr Resowttirt, iarowsruetin. 1'tvttl.iro Halt,
. 1417 kill &rvlee Crater, lt,rlAgIl. NC 4761Y.16 17
;a >.ItrIMet Wt3 ;P»1%akInr0:-tlivCriutortV$IIW nwwnM
L

1Srlli' •trer:t•++rlrrr" � �'. .
s, l0.-r.J #mar tshrrtw sstll „art
11d1rr1 r11 i3 �. ���' j�i•C�if � _ _. ._ ... _. _. t _ _._. _. ._
[�.1yl.tsi4rral ,1f+rn `-�i lI+r�Lr-
C�C'rcothc rmzl tl lc-:rirsi'ir`]sn� 1+r,�r l a) 1 }} c leas• ,! is L.:I ..-,f; ly 1" .'
:71n.1uolri si Crmmza cia! l Rrsi JnOul t't'.1
7Aquifrt Rtcharge o(Swundv,aler Rerntdralion
]Aquifer Storagt ansJ Rccarer) L)Safinily ltsurier
I7Sl
]Aquifer Tltst ormWatef Urarnage
Iiitprrimenlal Technology dSubsiJencc Control
❑Geothermal (CW0 LINT) []Tracer
Cliirsathtrrreal 11talin�rt^utrlin Frtulrrl C}thhtr(cxptainuulr; 4-21 krntark2_
d. Do tt W9111(s) Campltltd: =1 We1111111 —
*s Well Lcc,stioa:
Frcilit}'t,Ancr J:elne
putdl tm4 n1r6.;hunt:o. il't`y1
Cvu>h�
SK Lalitutlt aad Loogiludt in df&reas/minuleslstcvada or drrlrna! ilegrets:
(i (if rt11 is.fd. nnr 110ung ssdfxienr)
6. 1s fare) the Ntll(,q): (3Krolanenr ter L7"temfurerj
wtli: [ is ter L7 ro
7. Is this a rspilr tv to cllh4onn .. PairiRsr the n,re00te
(IesrJ""a'',"' ecrssr ;JrrrJffr:A w,dr�
J,t rRu U n rrN,r l� kc .rrs'Fsr'" rr h • r ke I4rA v0u.t are«
(S.Sambrtofitu(etd'_'rk��,{<t�Y'I. uhrh.^ra�trvhrrrrfrri.>n.l.'.aa.a
f 4!.113r Atli/�:'i'1"} f
. l Dial M r11 tirlsllr Ix#6ss 11nd Mnt f rrt: _ r_. �1;" �"!1f—y`
I v rtilr+;»:r wrJ f haf.r!l,fetrlj N
10.jfs14s►i41►Ir'►rihfios►1"��4lcsrr,jY
•., � . , i1n.1
f 1 Nr
'I%
, i� ,a [ i r 1 l t,d ' !I
l i ,rr
r
} .r� r•r _ i __
22, CtrrlCcati % /
$IQnarru C'CdnisrS W CCrthcf.-tor ]a'e
$s' Jf,4'Rin� rfrt+J , f Arrcfy' cfto #ar At 'AVV(a) „cot J.M) "' ~r
nft5 1 J.1 A't�t('lr;C' •pftHf err fS.e h['.1C Q "C.b:�ii #'e'; C cns^vc+c •s �"+' 's'3 a st r+. r
rapy oljFo rr;rrd Awt Ys.� jrtn i t:�J r+rkd s.eil�.�r4`r
21 Silt diagramor ad,lillotul well details:
Y.`u M,.,y use lhr hack Of this Gaga to PW%td,- L: IAmansl .+",a d %mAs C�
rs+n+lam iwn ilslsil's. 1"c+u may nittl a�.h a,3;tir as? {mil =:l rctrary
Svllmi rVAL INSVICTIONS
244. ,ygr,,jJ1 1 t1 Suhrnir this folm % oh r, hD'!x'N If
kowAraclron lu the folhjwing,
WvWon41Ka7trltrso�rtca fut�rrs�ti ol'r.si.:s;; f` `M
1617 'SlailStr►itti=eo ft,
I Ili } nr trtrtitlrtl'J t fVl 1' ! a ,) t-r cr.�f> , i' i
:1=.:a.,rf �lis t0i"f+rl; � i�.y:� „' rs..s P,;• 'z,,k-; .°a •},, �i .-. f,, ..
qss'.,=i�=„tfiN�slst l.t+r;:rr&,, i r.a'r:;;r.,.,, t 3c;•�s „5 C . k -
1(,v �1. 1 t=>l.: r. tvtf 1'= + "fir` y.- .. 1:
JF• ! 11,'rr�'^l;i�.;�le�raa;�>r1;r1,

Wr1,1, CONSTRtIC'TION >li1F:CORD
'rhr, lWyn can tM tl,ed IYu al lla lC or I 0111.1a "Cl I,
I. 11'ell Conlrartar Information:
Michael C. Rice
Well Commoor Nano
4297-A
NC Weil Contractor Certification Number
,Cascade Drilling LP
Company Name
2. Well Construction Permit #:
List all applicable well permits 0 e. County, Stale, Variance, infection, etc. )
3. Well Use (check well use):
Rater Supply ►fell:
❑Agricultural
❑Crcothermal (Heating/Cooling Supply)
❑ industrial/Commercial
Non -►►'Ater Supply Well:
❑Aquifer Recharge
©Aquifer Storage and Recovery
❑Aquifer Test
0Experimental Technology
OGeotherrrlal(Closed Loop)
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Rcmedia(ion
❑Salinity Barrier
OStormwater Drainage
❑Subsidence Control
❑Tracer
❑Geothermal (HeatinBl IL ling Return) ❑tither 1
4, Date Well(s) Completed: 6 28 16 Well IC
Sa. Well Location:
DUKE ENERGY
under #21 Remarks)
MW-20BRL
PLANT ROXBORO
Facility)Owner Name Facility IDs (if applicable)
399 DUNNAWAY ROAD, SEMORA NC 27573
Physical Address, City, and Zip
CASWELL
County
Parcel Identification No (PIN)
Sb. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)
N
6. is (are) the well(s): [permanent or ❑Temporary
For Internal Use ONLY:
5.1VAI ER 7t7N ES
FROM i TO 1 DESCCRIe`t10N
ft. ft.
ft.
T for multi cased wells OR 1.1"7F.R if a fl hlUt""11
1 Tl1ICKMANk
"CASIOR
ft.
6 in.NG
OR TU6ING,
enlherrnal 00-ted-lnon1A1tF:T'F.R 111It li�Fss
en
MATERIALf6
W
7. is this a repair to an existing well: ❑Yes or X)No
ffthls Ira repair, fill out k %, n welieonstrrnetion Informaflon and explain the nature of the
repair under V 1 remonU section or on the back of this form.
11. Number of wells constructed: 1 For multiple infection or non -water supply wells ONLY with the same construction, you can
,submit oneform.
9. Total well depth below land surface: 207
For multiple wells list all depths ifdif eranI (example- 3 @12 00-and 261 W)
10. Static water level below top of casing:
If water level is above casing, use
11. Borehole diameter. 10 (in.)
12. Well construction method: SONIC
(i C. auger, rotary, cable, direct push, etc.)
(ft.)
22. Cerlificotion:
X�Z,a. .- 4--74 l' 7/26/2016
Signature of Certified Well Contractor Date
By signing r11i.r form. I hereht certify that the weNls) was fxrrre) consfrlffred in accordance
with 1 SA NJ('AC 02C .0101) or 1 SA NCAC 02C .0100 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional %ell details:
You may use the back (-.it* this page to provide additional well site details or well
construction details. You my also attach additional pages if necessary.
SUBMITTAL iNS•1UCTIONS_
24a. For All Wells: Submit this form nvithin 30 days of completion of well
construction to the following
Division of Water Resources, Information processing Unit,
1611 Mail Service Center, Raleigh, NC 21699-1617
24b. For injection Wells ONLY: In addition to sending the form to the address
24a above, also submit a copy of this form within 30 days of completion of i
construction to the following,
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 2769 -163
24c. For►i'ater Supply & ]Injection Wells:
13a. Yield (gpm) , Method of test: Also submit one copy of this rornt within 30 days of completion of
Amount: well construction to the county health department of the county where
13b. Disinfection type: constructed
Form GW-1 North Carolina Department of Environment and Natural Resources — Division of Water Resources Revised August 2(

AVELI. CON47'RIJCTION RECORI
11us form can be u—cl fur smple or multiple wells
1. R'ell Contractor Information:
Michael C. Rice
Well Contractor Name
4297-A
NC Well Contractor Certification Number
Cascade Drlllin
Company Dame
2. Well Construction Permit N:
List all applicable well permits (i a County, Stare, Variance, Infection, etc.)
3. Well (Ise (check well use):
Na ater Supply well:
❑ Agricultural
ElMunicipal/Public
❑Geothermal (Heating/Cooling Supply) OResidential Water Supply (single)
❑Industrial/Commercial El Residential Water Supply (shared)
Non -Water SupplyWell:
OAquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
OGeothermal(Closed Loop)
❑Groundwater Remediation
OSalinity Barrier
❑Stormmzter Drainage
❑Subsidence Control
OTracer
110kher (exnlaln under 421 1
4, Date Well(s) Completed: 6 28 16 Well i m MW-21BRL
52. Well Location:
DUKE ENERGY
PLANT ROXBORO
Facility/Owner Name Facility 1D4 (ifapplicable)
399 DUNNAWAY ROAD, SEMORA NC 27573
Physical Address, City, and Zip
CASWELL
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one ]at/long is sufficient)
N
6. Is (are) the well(s): GkPermanent or ❑Temporary
W
7. Is this a repair to as existing well: BYes or ,JONo
Ifthis Is a repair fill out known wtllt construction information and explain the nature of the
repair under 421 remarks' serNan or on the back of this form
S. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with the same construction, you can
suhmit one form.
9. Total well depth below land surface: 297(ft.)
rar multiple arils list rill deprlts if drfferent (example. 3(it1,2170' and 2@ I00')
10. Static water level below top of casing:
lfuater level is above casing, use "I "
11. Borehole diameter: in (in.)
12. Well construction method:
(i.e, auger, rotary, cable, direct push, etc.)
22. Certification:
7/26/2016
Signature of Certlfi ed Well Contractor Date
By signing this form. i 1wreby certifi° that the isell(q was (Mercy constructed In uccordance
with 15A ,NCAC MAW W or 13 A NC4C 02C 0201) Well Cnn.vruy'tion Stu ilar ds and that a
copy of this record hat been provided to the >,ell ohner.
23. Site diagram or additional well details:
You may use the back of this Page to provide additional well site details or well
construction details. You may also attach addiuonal pages if necessary.
SUBMITTAL 1NST4'CTIONS
249. 1~nr All Wtllx: Submit this form within 30 days of completion of we
construction to the following
(ft.) Division of Water Resourres, Inforration Processing Unit,
1617 Mail Service tenter, Raleigh, NC 27699-1617
24b. For Injection Wells ONLY' In addiiitnn in. -,ending the form to the addr
24a above, also submit a copy of this forni wltllm 30 days of completion c
construction to the folloxtiring
Division or Water Resources, 17ndergruund injection Control Progran
-FOR WATER SUPPLY WELLS ONLY: 1636 A1ail Service Center, Raleigh, NC 27699-1636
24c. For
'!4'ater Supply & injection Wells:13a. Yield (gpm) Method of test: -- Also submit one copy of this fonn u7thm 30 days of completion of
Amount: well construction to the county health department of the county where
13b. Disinfection type: �. constructed
Form OW-t North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised Augw
SONIC