NC0024406_Belews Creek CSA Update 2017 Appendix F_20171031

2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station SynTerra
APPENDIX F
BORING LOGS, CONSTRUCTION DIAGRAMS, AND
ABANDONMENT RECORDS
Well Boring Logs
Well Construction Records
Well Abandonment Records
Soil Sample and Rock Core Photos

2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station
WELL BORING LOGS
SynTerra

BORING NUMBER AB -1 BR
5, Church Street, Suite 900
Charlotte, NC 28202-2475 PAGE 1 OF 6
F)!Z1411
Phone: [phone]
hdrin c. carnlf of low -us
CLIENT Duke Energy Carolinas PROJECT NAME _Dolows. Creek Post -CSA Additional Assessi on!
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/25/16 COMPLETED 5/3/16 GROUND ELEVATION 769.415 HOLE SIZE(S) 9, 5 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928655.43 EASTING 1682496.13
DRILLING METHOD Sonic ........... GROUND WATER LEVELS:
LOGGED BY S. Abernathy CHECKED BY _ 2 DATEITIME 5/4/2016 5:11:00 PM 45.10 ft
NOTES 1 DATE/TIME ---
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5
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15
20
25

BORING NUMBER AB -1 BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 6
1111111111111Y Phone: [phone]
hdrinc. Comltal law -us
CLIENT Duke Enemy Carolinas PROJECT NAME Bel ews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 _ PROJECT LOCATION Stokes County, NC
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BORING NUMBER AB -1 BR
44118, Church Streel, Suite 900
Che, NC 28202-2075 PAGE 3 OF 6
Phone: [phone]
hdrinc. romlfallow-u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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60
65
70
MICA SCHIST, strong, dark gray (4N), intensely
foliated, slightly weathered, garnetiferous
(FRACTURED ROCK)
T0'-76' Fe and Mn stained
RC -1
100
[75]

BORING NUMBER AB-1 BR
4411$, Church Street, Sulte 900
Charlotte, NC 28202-2075 PAGE 4 OF 6
Phone: 704-336»6700
hdr i nc. com If o I I ow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Slrjkes Cowes, NC
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MICA SCHIST, strong, bluish black (5PB 2.5/1),
intensely foliated, fresh, garnetiferous (SOUND
ROCK)
IRC - 2
100
80
30.1'6" PVC casing installed
Continued: strong to moderate, fresh to slightly
81'-91' Pyrite mineralization, pinhead garnets,
weathered
trace Fe staining
IRC -
94
S5
84.5' Fracture zone
88'-89' Fracture zone
RC-4
86
00
91'-101' Pyrite mineralization, pinhead garnets,
trace Fe staining
MICA GNEISS, strong to moderate, bluish black
y5
]RC - 5
63
(5PB 2.5/1), slightly weathered (SOUND ROCK)
MICA SCHIST, strong to moderate, bluish black
(5PB 2.5/1) to black (2.5N), intensely foliated,
fresh to slightly weathered, garnetiferous (SOUND
ROCK)
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BORING NUMBER AB -1 BR
Charlotte, NC 28202-2075 PAGE 5 OF 6
Phon@: 704-338-6700
hdrin c. comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME _ Belews Creek Post-.C....S...A. Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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MICA SCHIST, strong to moderate, bluish black
(5P132.5/1) to black (2.5N), intensely foliated,
fresh to slightly weathered, garnetiferous (SOUND
101'-111' Pyrite mineralization, pinhead
ROCK) (continued)
garnets, Fe staining absent
105
lRC -
64
-
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111'-121' Pyrite mineralization, pinhead
garnets, Fe staining absent
115
i
IRC - 7
53
12p
121'-131' Scattered pyrite mineralization,
garnets absent
124'-128' Vertical fracture healed with calcite
12

BORING NUMBER AB-1 BR
440 S. Church Street, Suite 900
PAGE 6 OF 6
Charlotte, 28202-2075
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NAME
Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC _
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QUARTZ-FELDSPAR GNEISS, very strong, very
dark greenish gray (5G 3/1), medium to thinly
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foliated, slightly weathered (SOUND ROCK)
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MICA SCHIST, strong to moderate, black (2.5N),
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intensely foliated, fresh to slightly weathered,
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garnetiferous (SOUND ROCK)
0 30
Boring terminated at 131', screened interval
set at 93.9'-98.9', monitoring well installed
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BORING NUMBER AB -1 D
S. Church Street, site soo
Charlotte, NC 28202-2075 PAGE 1 OF 4
F)7Z440
Phone: [phone]
hdrinc. com/ifo1low;-us
CLIENT Duke Enerqv Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment _
PROJECT NUMBER 244829PROJECT LOCATION Stokes County, NC
DATE STARTED 5/9/15 COMPLETED 5/10/1.5 GROUND ELEVATION 769.47 ft HOLE SIZE(S) 12, 5.9, 3.8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928651.31 EASTING 1682506.67
DRILLING METHOD 4 1/4" ID and 8 114" 1D HSA, 5 718" 71NR1 HO Core GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches DATE/TIME 7/7/2015 36.00 ft I Elev 733.47 ft
NOTES Active Ash Basin 1 DATE/TIME --
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(ML) SILT WITH SAND, Red (1 OR 4/8),
0'- 5' Hand Augered
Non -Plastic, Moist, Noncohesive (FILL)
Hole Sizes:
12"0'-71'
5.9" 71'- 80'
3.8'80'- 86'
(SM) SILTY SAND, Medium Dense, Red
5
USS
-5-18
(2.5YR 4/8), Non -Plastic, Moist, Noncohesive,
Small Gravel Sized Mica and Small Rock
Fragments (FILL)
10
Continued: As Above Except Loose
SS - 2
X10)
16
15
(GW -GM) GRAVEL WITH SILT AND SAND,
SS -3
s
15
Medium Dense, Strong Brown (7.5YR 5/6),
(21)
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Non -Plastic, Moist, Noncohesive, Micaceous,
(FILL)
20
Continued: As Above Except Medium Dense,
20'- 21.5' Total Inorganics and TOC
SS - 4
6-9-9
18
Yellowish Red (5YR 4/6)
Samples Obtained
li ei
(SM) SILTY SAND, Medium Dense, Reddish
Yellow (5YR 618), Non -Plastic, Moist,
Noncohesive, Micaceous (SOIL)
25

BORING NUMBER AB-1 D
440 S. Church S(reet, Site 900
Charlotte, NC 28202-2075 PAGE 2 OF 4
Phone: [phone]
,M)
hd ri nc. comtfol low-us
CLIENT Duke EnercvCarolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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5M) SILTY SAND, Medium Dense, Reddish _
SS - 5
32)
(12)
17
Yellow (5YR 616), Non -Plastic, Moist,
Noncohesive, Micaceous (SOIL} (cantfndj
(ML) SILT, Stiff, Red (2.5YR 5/6), Non -Plastic,
Moist, Noncohesive, with Clay, Micaceous,
(SOIL)
30
(GW-GM) GRAVEL WITH SILT AND SAND,
SS-6
3(28)
18
Medium Dense, Red (1 OR 4/8), Non -Plastic,
(2a)
Moist, Noncohesive, Micaceous, (SAPROLITE)
35
Continued: As Above Except Red (2.5YR 4/6) 353- 35.8' Silt, Red (2.5YR 5/8)
5.12-12
SS - 7
(24)
18
36'- 36.5' Relict Fractures, Mn Filled
40
Continued: As Above Except Dense, Brown 40'- 41.5' Total Inorganics and TOC
_
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SS-8
10-14-1719
(31) 1)
(7.5YR 5/4), with Mn Nodules Samples Obtained
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Continued: As Above Except Very Dense, 45'- 46.5' Total Inorganics and TOC
15-31-
i
SS - 9
5013^
13
Yellowish Red (5YR 4/6) Samples Obtained
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—
(SW-SM) SAND WITH SILT, VeryDense, Light
Red (1 OR 7/8), Non -Plastic, Moist,
Noncohesive, Miacaceous (SAPROLITE)
' 50

BORING NUMBER AB -ID
440 5, Church Street, Suite 011
Charlotte, NC 2075 PAGE 3 OF 4
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME ._Belews Creek - CSA Graundwate-rr_Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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(SW -SM) SAND WITH SILT, Very Dense, Light 50'- 50.7' Mn Vein, -5 mm Thick
7-50)
13
— Red (1 OR 7/8), Non -Plastic, Moist,
10
10
(50)
(
Noncohesive, Miacaceous (SAPROLITE)
l
(continued)
(GW -GM) GRAVEL WITH SAND AND SILT,
Very Dense, Yellowish Red (SYR 4/6),
Non -Plastic, Moist. Noncohesive (SAPROLITE)
55
Continued: As Above Except Dense 55'- 56.5' Fe Staining and Mn Veins
SS-
162x25
14
11
(45)
60
As Above Except Very Dense, with 60'- 66.5' Fe Staining
ss-
34-50/3"
10Continued:
12
Mn Nodules
65
ss-
13
46-50/4^
9
70'- 71.5' Mn and Fe Staining
— — — — — — — — — — — -- — — —
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(GW) GRAVEL WITH SAND, Very Dense,
Ss-
5014"
4
14
Yellowish Red (SYR 4/6), Non -Plastic, Moist,
Noncohesive, (WEATHERED ROCK) 71.0' 6" PVC Casing Installed, Grouted to
MICA GNEISS, Moderately Strong, Greenish Surface
-
Gray (5GY 4/1), Schistose Bands, Thinly 71.5' Auger Refusal, Began HQ Coring
IRC -1
100
0 Foliated (SAPROLITEMEATHERED ROCK) 71.5' Moderately Decomposed, Intensely
-
i
Fractured, Joints, Tight to Open, Fe Stained
' 75

440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
Phone: [phone]fi700
hdri nc.comlfol low•us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER AB -ID
PAGE 4 OF 4
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC jl
RC -21 I 1 100 1 100
-31 1 1 100 1 96
n
•11 f 1 1001 100
mm
ICA SCHIST, Very Strong, Dark Bluish Gray
(5PB 4/1), Thinly Foliated (SOUND ROCK)
Bottom of borehole at 86.0 feet.
75' Slightly Decomposed, Slightly Fractured,
Joints, Tight, Fe Stained, Rare Vugs
Boring Terminated at 86.6' BGS
Monitoring Well Installed on 05/20/15
Well Screened Interval 73- 78' BGS'
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ICA SCHIST, Very Strong, Dark Bluish Gray
(5PB 4/1), Thinly Foliated (SOUND ROCK)
Bottom of borehole at 86.0 feet.
75' Slightly Decomposed, Slightly Fractured,
Joints, Tight, Fe Stained, Rare Vugs
Boring Terminated at 86.6' BGS
Monitoring Well Installed on 05/20/15
Well Screened Interval 73- 78' BGS'

BORING NUMBER AB -1 S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
F)
hdrinc.comlfoilow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/14/15 COMPLETED 5/14/1.5 GROUND ELEVATION 769.49 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928652.75 EASTING 1682501.26
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches DATE/TIME 717/2015 37.91 ft / Elev 731.58 ft
NOTES _ Active Ash Basin 1 DATE/TIME --
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"See AB -1D for Lithology"
Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
5
10'- 12' Undisturbed Sample Obtained
10
UD -1
24
15
15'- 17' Undisturbed Sample Obtained
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24
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20
20'- 22' Undisturbed Sample Obtained
20'- 25' HFO Sample Obtained
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24
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BORING NUMBER AB -1 S
l te,INI8202-PAGE 2 OF 3
Charlotte, NC 28202»2075Phone:[phone]
F)7zhdr1mc-.com1fo1Iow-us'
CLIENT Duke Finengy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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*See AB -1 D for Lithology* 25.0' Fill/Soil Interface
30
35'- 37' Undisturbed Sample Obtained
35
35'- 40' HFO Sample Obtained
UD -4
24
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40
45
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50

BORING NUMBER AB -21)
Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 6
,M)7Z441113,
Phone: [phone]
hdrinc, comlf of low -us
CLIENT Duke Energy Carolinas PROJECT NAME Bel ews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/4/15 COMPLETED 5/13/15 GROUND ELEVATION 770.71 ft HOLE SIZE(S) 12, 5.9, 3.8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc, NORTHING 928574.52 EASTING 1683157.33
DRILLING METHOD 8 1/4" ID HSA, 5 7/8" TMR. HQ Core GROUND WATER LEVELS:
LOGGED BY M: Gutlerrez CHECKED BY J. Catches -7 DATE/TIME 71712015 39.80 ft / Elev 730.91 ft
NOTES Active Ash Basin .......... 1 DATE/TIME --
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Hole Sizes:
12" 0'- 124'
5,9" 124'- 139'
5
10
15
20
25

BORING NUMBER AB -21)
440 S. Church Street, Suite 900
Charlotte, 2075 PAGE 2 OF 6
Phone: [phone]
hd ri nc. comlfol I ow• us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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*See AB-2GTB for Lithology (0'-124')*
30
35
40
45
50

BORING NUMBER AB -2D
44118, Church Street, Suite 900
2075 PAGE 3 OF 6
Phone: [phone].670
I'hane:704.338.5700
h d ri nc. comlfol low -us
CLIENT Duke Energy Carolinas PROJECT NAME . Belews.Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes. County. NC
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55
60
65
70
75

BORING NUMBER AB-2D
Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 4 OF 6
,M)7Z44115,
Phone: [phone]
hdrinc.comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER. 244829 PROJECT LOCATION Stokes County: NC
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80
85
90
95
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BORING NUMBER AB -2D
440 S. Church Street, Suite 900
NC 28202-2075 PAGE 5 OF 6
F)7zCharlotte,
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy CarolinasPROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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"See AB-2GTB for Lithology (0'-124')`
105
110
115
120
124' Auger Refusal, 6" PVC Casing
I
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Installed, Grouted to Surface, Began HQ
_
125
Coring 05/08/15

440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
Phone: [phone]
hdrinc. comlfoll ow- us
CLIENT Duke Enerov Carolinas
PROJECT NUMBER _ 244829
BORING NUMBER AB -21)
PAGE 6 OF 6
PROJECT NAME Belews Creek - CSA Groundwater Assessnii_t
PROJECT LOCATION Stokes County, NC ..
RG • 21 1 1 90 1 44
RC -31 1 1 100 1 50
n�
Continued: As Above Except Very Dark
Greenish Gray (10Y 4/1)
Bottom of borehnle at 139.0 feet.
135.5' Moderately Decomposed, Moderately
Fractured, Joints, Tight, Fe Staining
137' Joint, 70°, Quartz Mineralization
Hor'rcg Temiina;ed at '139' BGS
Monitoring Well Installer! on 5/13/15
Well Screened Interval 132' - 137' BGS
WELL
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MICA SCHIST, Moderate, Very Dark Gray
(1 oY 411), Thinly Foliated
(WEATHERED/FRACTURED ROCK) 126'- 128' Moderately Decomposed,
RC 1
64 30
(continued) Moderately Fractured, Tight to Open, Fe
Staining
MICA GNEISS, Strong, Bluish Gray (10Y 5/1), 129' - 135.5' Slightly Decomposed,
130
Thinly Foliated (WEATHERED/FRACTURED Moderately Fractured, Joints, Along
ROCK) Foliation, Tight, Fe and Mn Staining
RG • 21 1 1 90 1 44
RC -31 1 1 100 1 50
n�
Continued: As Above Except Very Dark
Greenish Gray (10Y 4/1)
Bottom of borehnle at 139.0 feet.
135.5' Moderately Decomposed, Moderately
Fractured, Joints, Tight, Fe Staining
137' Joint, 70°, Quartz Mineralization
Hor'rcg Temiina;ed at '139' BGS
Monitoring Well Installer! on 5/13/15
Well Screened Interval 132' - 137' BGS
WELL

440-S Chur& Ctrew Si,ira Ann
BORING NUMBER AB -2S
Charlotte, NC 28202-2075 PAGE 1 OF 2
Phone: [phone]
hdrinc-.com/follow-us'
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION _Stokes County, NC __...
DATE STARTED 4/13/15 COMPLETED 4/14/15 GROUND ELEVATION 770.69 R HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928574.12 EASTING 1683164.79
DRILLING METHOD 4 114" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches _ -7 DATE/TIME 717/2015 _29.84 ft / Elev 740.85 ft
NOTES Active Ash Basin 1 DATE/TIME --
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Boring Advanced for Purpose of Installing
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5
10
15
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BORING NUMBER AB -2S
NC 28202-2075 PAGE 2 OF 2
FyZCharlotte,
Phone: [phone]
hd rinc. comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes CountV, NC
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*See AB-2GTB for Lithoiogy*
30
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35
40
46
Boring Terminated at 50' BGS
Monitoring Well Installed on 4/14/15
50
Well Screened Interval 31'- 46' BGS
Bottom of borehole at 50.0 feet

AArt V rwii, k ti -f emir- Onn
BORING NUMBER AB-2GTB
Chone: e, NC 28202-2075 PAGE 1 OF 5
F)lh'd'r-I
Phone: [phone]
nc. com IfoI1ow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/6/15 COMPLETED 4/11/15.. GROUND ELEVATION 770.7 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928577.52 EASTING 1683157.33
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATE/TIME -
NOTES Active Ash Basin — DATE/TIME -
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FILL
0'- 5' Hand Augered
5
SS -1
X10)
13
10
________
(ML) SILT WITH SAND, {F1 LL)
10'- 12' Undisturbed Sample Obtained
UD -1
20
15
SS - 2
X11
14
20
USS -36-8
15
25

ann c ('k ..-h QF—f e.ire onn
BORING NUMBER AB-2GTB
NC 2075 PAGE 2 OF 5
F)ICharlotte,
Phone: [phone]
hdrinc,coWfollaw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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(ML) SILT WITH SAND, (FILL) (continued)
SS -4
6&,4
8
30
(ML) SANDY SILT, (FILL) f
30'- 32' Undisturbed Sample Obtained
UD -2
22
35
Water Level 35.7' BGS During Drilling
5-6-1SS-5 (14)
16
_
4/10/15 0830
40
JSS-6
4-6-
17
45
�SS-7
-7-
16
50

BORING NUMBER AB-2GTB
Ghurah Street, site 900
Charlotte, NC 26202-2075 PAGE 3 OF 5
F),44115,
Phone; 704-338-6700
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County, NC
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(ML) SANDY SILT, (FILL) (continued)
*S-8
(12)
17
55
55'- 56.5' Index Parameter Sample
SS -9
3-7-7
(14)
19
Obtained
60
SS-
3-5-6
11
10
(11)
64' Kd, HFO and TOC Samples Obtained
65
SS -
4-7-6
13
11
(13)
SILT, Stiff, Yellowish Red (5Y 5/8), Low
69.3' Roots at Contact
SS-
3-5-7(ML)
70
12
(12)
17
Plasticity, Moist, Noncohesive, with Trace
Gravel, Clay, and Fine Sand (SOIL)
75

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BORING NUMBER AB-2GTB
Charlotte. 28202-2075 PAGE 4 OF 5
Phone: [phone]
IM)
hdrinc_.com/followmus
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
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75'- 76.5' Total Inorganics and TOC
SS-
8-a-10
14
Low Plasticity, Moist, Noncohesive, with Trace
Samples Obtained
13
(18)
Gravel, Clay, and Fine Sand (SOIL)
78'- 80' Kd, HFO and TOC Samples
Obtained
80
(ML) SILT, Hard, Brown (2.5YR 5/4),
SS-
s-
12
Non -Plastic, Moist, Noncohesive, Micaceous
14
(36)
3fi)
(SAPROLITE)
85
5
____.__________ ____
(SM) SILTY SAND VYITH GRAVEL, Hard, y
85'- 85.4' Undisturbed Sample Obtained
UD - 3
Brown (2.5YR 5/4), Non -Plastic, Moist,
Noncohesive, Micaceous, Mn Banding
90
SS -
4a-11
18
15
(18)
95
SS -
16
100

BORING NUMBER AB-2GTB
440 S. Church Streel, Site 900
Charlotte, NC 213202-2075 PAGE 5 OF 5
Phone: [phone]
hd 0c, co rn Ifotlow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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SS-
6-M18
Non -Plastic, Moist, Noncohesive (SAPROLITE)
17
(1s)
105
SS-
4 -s -s
14
18
(15)
110
SS-
6-10-10
13
19
(20)
115
Continued: As Above Except Stiff, Yellowish Red
SS-
3-5-6
14
(5YR 5/8)
i
i
1
1
1
20
(11)
1
1
1
1
1
120
Continued: As Above with Rock Fragments
SS -
&&10
13
-
r
21
(1e)
r
a
'
124' Auger Refusal
Boring Terminated at 124' BGS
j
Grouted to Surface on 4/11115
= Bottom of borehole at 124.0 feet.

BORING NUMBER AB -3D
440 S. Church Street, Site 900
Charlotte, NC 28202-2075 PAGE 1 OF 5
Phone: [phone]
,M)
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/15/15 COMPLETED 5/30/15 GROUND ELEVATION 769.8 ft ...... ._ HOLE SIZE(S) 12, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff Inc. NORTHING 928697.23 EASTING 1683745.4
DRILLING METHOD 8 1/4" ID HSA, 5 7/8".7'MR. HO Core GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY ._J. Catches I DATEITIME 7/712015 46.81 ft / Elev 722.99 9
NOTES Active Ash Basin 1 DATEITIME --
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Hale Sizes:
12"0'-80'
8" 80'- 103"
5.9" 103'- 118'
5
(ML) SILT,Stiff, Yellowish Red (5YR 5/8),
15'- 16.5' Index Parameter Sample
10
15
SS -1
3-5-8
18
Non -Plastic, Moist, Noncohesive, Micaceous,
Obtained
with Clay (FILL)
20
2

BORING NUMBER AB -31)
s. Church street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 5
F)7Z441
Phone: [phone]
hdri nc. comlfol low -u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
EL =)
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DESCRIPTION
REMARKS
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25
(SM) SILTY SAND, Medium Dense, Yellowish
25'- 26.5' Index Parameter Sample
5-
18
Red (5YR 4/6), Non -Plastic, Moist,
Obtained
Noncohesive, Micaceous, with Fine Sand
(FILL)
30
_.—_...-----------------
(SM) SILTY SAND (SAPROLITE)
35
40
�
40' - 41.5' Total Inorganics, TOC and Index
Parameter Samples Obtained
45
54

BORING NUMBER AB-3D
440 S, Church Slreet, Suile 900
2075 PAGE 3 OF 5
Phone: 7 -3 8-670
Phone: [phone]
hdrinc.com/follow-tis
CLIENT Duke EnergyCarolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Coin, NC
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(SM) SILTY SAND (SAPROLITE) (continued)
55
60
65
70
75

BORING NUMBER AB -31)
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 4 OF 5
1111111111111111) Phone: 744-3-3 3$•6704
hdrinc.mmifollow-us
CLIENT Duke Enerfly Carolinas PROJECT NAME Belem Creek -GSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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(SM) SILTY SAND (SAPROLITE) (continued)
80
85
90
95
100

BORING NUMBER AB-3D
S. Church Street,
Suite 900
Charlotte, 28202-2075
PAGE 5 OF 5
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NAME
Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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(SM) SILTY SAND (SAPROLITE) (continued)
MICA SCHIST, Very Strong, Dark Bluish Gray
103' TMR Bit Refusal, 6" PVC Casing
(513 4/1), Some Gneissic Bands, Thinly
Installed, Grouted to Surface, Began HQ
Foliated to Massive (SOUND ROCK)
Coring
103' Fresh, Slightly Fractured
105
RC-1
100
88
i
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107.3' Joint, 70°, Partially Healed, Quartz
Mineralized
i i
110
RC-2
98
66
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112' Joint, 70°, Healed, Quartz Mineralized
i
Continued: As Above Except Becoming Gneissic
114.1' Joints, Open, Slightly Decomposed,
115
RC-3
100
96
Fe Stained
Boring Terminated at 118' BGS
-
Monitoring Well Installed on 5/30/15
Well Screened Interval 111'- 116' BGS
Bottom of borehole at 118.0 feet.
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BORING NUMBER AB -3S
28202-2075 PAGE 1 OF 3
IM)7zCharlotte,
phone: 704-3-3 3$-6700
hdrInc'.com/follow-us,
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829PROJECT LOCATION Stokes County, NC
DATE STARTED 4/17/15 COMPLETED 4/17/15 GROUND ELEVATION 769.92 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. ___ NORTHING 928699.41 EASTING 1683750.83
DRILLING METHOD 4 1/4" ID HSA _..._._._.._....._._.. GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATE/TIME 7/7/2015 38.69 ft / Elev 731.23 ft
NOTES Active Ash Basin t DATE/TIME --
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5
10
15
20
25

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BORING NUMBER AB -3S
Charlotte, 28202-2075 PAGE 2 OF 3
Phone: T04-34-338-E7tlt]
hd ri nc. com Ifol low -u s
CLIENT Duke Energy Carolinas __. PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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28'- 30' Undisturbed, Kc, HFO and TOC
Samples Obtained
-
IUD -1
30
Y
35
40
45
60

BORING NUMBER AB -3S
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment I
PROJECT LOCATION Stokes County. NC
440 S. Church Street, Suite 900
28202-2075
F)ICharlotte,
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER AB -3S
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment I
PROJECT LOCATION Stokes County. NC
55
Bottom of borehole at 55.0 feet.
Boring Terminated at 55' BGS
Monitoring Well Installed on 4/17/15
Well Screened Interval 36'- 51' BGS
a- D
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55
Bottom of borehole at 55.0 feet.
Boring Terminated at 55' BGS
Monitoring Well Installed on 4/17/15
Well Screened Interval 36'- 51' BGS

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BORING NUMBER AB-3GTB
Charlotte, NC 28202-2075 PAGE 1 OF 5
Phone: [phone]
F)1hdfinc'.com(fbI1ow-us'
CLIENT Duke EneMy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/14/15 COMPLETED 4/16/15 GROUND ELEVATION 649.23 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928941.96 EASTING 1683078.76
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATEITIME -
NOTES Active Ash Basin DATE/TIME -
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Boring Advanced for Purpose of Obtaining
Samples
5
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10
9
a
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15
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20
20'-22' Undisturbed Sample Obtained
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BORING NUMBER AB-3GTB
28202-2075 PAGE 2 OF 5
Phone: 704-338�670p
F)'ZCharlotte. -3
hdri nc. oomf fol low -u&
CLIENT _Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Count .NC
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'See AB -3D for Lithology'
30
45'-47' Undisturbed Sample Obtained
35
40
I
45
45'-50' Kd and HFO Samples Obtained
i
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BORING NUMBER AB-3GTB
IVC 2075 PAGE 3 OF 5
F)lCharlotte,
Phane:704-338-6708-5700
h drl n c-. rom Ifo! Iow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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REMARKS
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*See AB -3D for Lithology*
55
60
65
70
75

BORING NUMBER AB-3GTB
440 S. Church Street, Suite 900
NC 28202-2075 PAGE 4 OF 5
F)lCharlotte,
Phone: [phone]
hd ri nc. com (fallow -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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REMARKS
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*See AB -3D for Lithology*
80
85
90
95
100

BORING NUMBER AB-3GTB
S. Church Street, Suite 900
Charlotte, NC 28202-2075
PAGE 5 OF 5
F)7Z444
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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Boring Terminated at 103' BGS
Grouted to Surface on 4/16/15
Bottom of borehole at 103.0 feet.
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BORING NUMBER AB-4BR
440 S. Church Street, Suite sal,
Charlotte, NC 28202-2075 PAGE 1 OF 6
Phone; 704-338-6700
hdrinc.comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/26/15 COMPLETED 6/8/15 GROUND ELEVATION 759.24 ft HOLE SIZE(S) 10, 5.9, 4.9, 3.8 inc
DRILLING CONTRACTOR _Parratt-Wolff, Inc. NORTHING 925622.16 EASTING 1683236.93
DRILLING METHOD 10", 5 7/8" and 4 7/8" TUR, HQ Core GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches -7 DATE/TIME 7/7/2015 4.20 ft I Elev 755.04 ft
NOTES Active Ash Basin 1 DATE/TIME --
—
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"See A134D for Lithology (0'- 48')`
0'- 5' Hand Augered
Hole Sizes:
10"0'-88'
5.9" 88'- 95.5'
4.9" 95.5'- 144.5'
Y
5
0'- 48' No Recovery, See AB -40 for
Lithology
Zero Blowcounts Indicate SPT
SS - 1
0-0-0
0
Advancement Under Weight of Rod and/or
(0)
Weight of Hammer
10
SS - 2
0-0-0
(0)
0
15
FSS
0-0-0
(0)
0
20
23'- 24.5' Index Parameter Sample
FSS -4
0-1-0
(1)
0
Obtained
25

BORING NUMBER AB-4BR
440 S. Church Street, Suite 900
Charlotte,NC 28202»2075 PAGE 2 OF 6
Phone: [phone]
IM)i
hdrinc. cpmlfoliow-us
CLIENT Duke Ener Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
W
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O
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25
`See AB -4D for Lithology (0'- 48')"
5
*S_
°(off
0
30.
SS -6
0-0-0
(0)
0
35
USS°0'0
(o)
(
0
40
40' Flush Bottom (Falling Head)
Permeability Test Conducted 5/28/15
40'- 45' Well Point (Falling Head)
Permeability Test Conducted 5/29/15
�SS - 8
0-0-0
(0)
0
45
ASH, as (ML), Very Soft, Dark Gray (2.5Y 4/1),
48'- 49.5' Index Parameter Sample
i
o-0-0
18
Non -Plastic, Wet, Noncohesive (BASIN)
Obtained
(o)
i �

BORING NUMBER AB-4BR
Church 5treat, site 900
Charlotte, NC 28202-2075 PAGE 3 OF 6
F)7ZS.
Phone: [phone]
h&nc.com/follow-us
CLIENT _ Duke Energy Carolinas PROJECT NAME ,Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
z
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.-.
a
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DESCRIPTION
REMARKS
MONITORING.
WELL
pv
o
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of
U
�0
L) ;zC
w
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50
uai z
o_
ASH, as (SW -SM), Very Loose, Dark Gray
(2.5Y 4/1), Non -Plastic, Wet, Noncohesive
(BASIN)
Continued: As Above Except as (SM)
ss-
0-2-0
9
10
(2)
55
SS-
0-0-0
13
11
(0)
60
Continued: As Above Except Alternating Layers
SS -
0-0-0
0
of Ash as (SP) and Ash as (SM)
-
1z
(o)
65
(SM) SILTY SAND, Loose, Strong Brown
-
6
(7.5YR 5/6), Non -Plastic, Moist, Noncohesive,
-
13
1
(10) (10)
(SAPROLITE)
7p
----------------------
(GM) SILTY GRAVEL WITH SAND, Donso
Strong Brown (7.5YR 5/6), Non -Plastic, Wet,
69.5'- 70.5' Total Inorganics and TOC
Samples Obtained
15(37)
18
Ll
(3�)
– Noncohesive SAPROLITE
t--_ _ —' -----�------j
(SP) SAND,Dense,GreenishGray (10Y 6/1
18-50
8
Non -Plastic, Moist, Noncohesive,
(SAPROLITE)
(SM) SILTY SAND, Dense, White, Light Brown
73' Flush Bottom (Falling Head)
ss -
s s i3
18
Orange Brown, Non -Plastic, Moist,
Permeability Test Conducted 5/30/15
_
1g
3sio^
Noncohesive, (SAPROLITE)
73'- 79' Well Point (Falling Head)
7g
Permeability Test Conducted 5/30/15
ss
50
7

BORING NUMBER AB-4BR
S. Church Street, site 900
Charlotte, 28202-2075 PAGE 4 OF 6
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas ............ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
arz
_
rW
3:H5}
Ye
U
0
DESCRIPTION REMARKS
""O� °LL 6
W$
0- 0
m 0>
a o
0
UZ
v
w
W
O
0-i z
75
(SP) SAND, Dense, Yellowish Brown (10YR
5/6), Non -Plastic, Moist, Noncohesive
(SAPROLITE/WEATHERED ROCK)
ss-
10-
20-50
9
sufd'....
80
88' SPT Refusal, 6" PVC Casing Installed,
85
ss-
0
19
0
0 Grouted to Surface, Began HQ Coring
RC -1
90
MICA GNEISS, Moderate, Yellowish Brown 89.5'- 93' Joints, 60° - 70°, Fe and Mn
(10YR 5/6), Intensely Foliated Staining
(WEATHERED/FRACTURED ROCK) 89.5'- 99.5' Highly Decomposed, Intensely
!RC -2
97
0 Fractured, Heavy Fe and Mn Staining
RC -3
33
67
95.5'5 7/8" Hole Reamed to 95.5', 5" PVC
Casing Installed, Grouted to Surface
95.8'- 97.8' Joints, 75°, Staining
i-
i
RC -4
72
8
i
100
99.5'- 104.5' Intensely Fractured

BORING NUMBER AB-4BR
5. Church Street, suite soo
Charlotte, NC 28202-2075 PAGE 5 OF 6
F)7Z440
Phone: [phone]
hdr[nc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
z
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or-
E
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o
0
F-
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DESCRIPTION REMARKS
MgrSrOr�HC3
wr
pv
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0.0
U
U?
�
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O
r<0
Of
100
MICA GNEISS, Moderate, Yellowish Brown
(10YR 5/6), Intensely Foliated
(WEATHERED/FRACTURED ROCK)
(continued)
-
RC•5
20
0
i
105
Continued: As Above Except Less
Weathered/Fractured (SOUND ROCK)
i
104.5'- 106.8' Moderately Decomposed,
Moderately Fractured
RC -6
84
52
106.8' - 107.6' Very Intensely Fractured
107.6'- 108.7' Moderately Fractured
109.2'- 109.5' Slightly Decomposed
110
109.5'- 111.3' Moderately Decomposed,
Moderately Fractured, Fe and Mn Staining
111.2' Joint, 80°, Open, Mn and Fe Staining
MICA SCHIST, Strong, Very Dark Gray (N3)
-
RC -7
94
64
(SOUND ROCK)
111.2'- 117' Packer Test Canceled
Because the Test Interval had Grout Along
the Borehole Walls
111.3'- 115.2' Slightly Decomposed,
Slightly Fractured, Decrease in Fe Staining
115
RC - 8
85
40
115.2'- 124.5' Moderately Decomposed
i
RC -9
93
80
120
RC-
121.7'- 127.5' Packer Test Conducted
94
82
_
i
10
6/6/15
i 125

BORING NUMBER AB-4BR
S. Church Street, site soo
Charlotte, NC 28202-2075 PAGE 6 OF 6
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Enerav Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829PROJECT LOCATION Stokes County, NC
aZ
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"DwrgRING
MELL
is
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MICA SCHIST, Strong, Very Dark Gray (N3)
(SOUND ROCK) (continued)
RC-
11
100
96
130
—
RC-
12
96
96
135
135.3'- 141.1' Packer Test Conducted
-
I
6/6/15
RC-
100
100
136.6' Potassium Feldspar Banding
13
Joint, 70°, 80% Quartz Heated, Tight
140
140'- 140.4' Potassium Feldspar Band
1402- 140.6' Fracture Zone, Fe Staining
i
RC
14
96
96
--
I -
Boring Terminated at 144.5' BGS
Monitoring Well Installed on 6/8/15
Well Screened Interval 137.5'- 142.5' BGS
Bottom of borehole at 144.5 feet.
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i

BORING NUMBER AB-413RD
S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 7
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Addif wal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC.
DATE STARTED 3/15/16 COMPLETED 4/22/16 GROUND ELEVATION 758.83 HOLE SIZE(S) _ 10, 5 inches:.
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 925617.90 EASTING 1683261.96
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY S. Abernathy CHECKED BY DATE/TIME 4/22/2016 7:47:00 AM 5.80 ft Ns
NOTES .... ............ .. 1 DATE/TIME ---
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10" 0'-145'
5" 145'-170.9'
0'-5' Hand augered to clear utilities
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BORING NUMBER AB-413RD
440 S. Church Street, Suite 900
Charlotte, NC 29202-2075 PAGE 2 OF 7
Phase: 704-338-67170
hdri nc.COmlf0116w-L! s
CLIENT Duke Energy Carolinas PROJECT NAME Bdews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, INC
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30
35
40
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BORING NUMBER AB-413RD
441 s. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 3 OF 7
Phone: 704.338-ii700
hdrinc.cor0allow-us
CLIENT Duke Ener-gy Carolinas PROJECT NAME Belews Creek Post -CSA Addlbonal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NO
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55
60
65
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BORING NUMBER AB-413RD
440 S. Church Street, Suite 900
Charlotte. 28202-2075 PAGE 4 OF 7
Phone: 70&338-6700
hdrinc. cornifol low- us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC
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80
85
90
95
100

BORING NUMBER AB-4BRD
4418, Church SVaet, Suite 900
Charlotte. NC 28202-2075 PAGE 5 OF 7
: 704.338-670c1
Pharene7
hdrInc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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Refer to AB-4BR for lithology 0'-140'
105
110
115
120
125

BORING NUMBER AB-413RD
S. Church Street, Sulte 1011
Charlotte, NC 28202-2075 PAGE 6 OF 7
,M)7Z4411
Phpne: 104.338-G700
hdrinc.com/faftw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes Countv. NC ..
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DESCRIPTION
REMARKS
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Refer to AB-4BR for lithology 0'-140'
130
QUARTZ -FELDSPAR GNEISS, very strong, very
140'-145' Very intensely fractured, epidote and
135
140
dark grayish green (5GY 3/2), intensely foliated,
some calcite mineralization on fractures
fresh (SOUND ROCK)
Rock core is mechanically broken to such an
RC -1
100
extent that ROD values can only be estimated
and not directly measured
Installed 6" PVC and grouted to surface on
4/6/2016
145
145'-151' No recovery attributed to drilling
method and not to any weathering fractures of
-
rock, sample recovered includes sand, gravel,
rusty nail, and several selenite crystals
approximately 0.5" to 1" in length, as well as
some metal shavings
RC -2
0
150

BORING NUMBER AB-413RD
440 S. Church Street, Sulte 900
Charlotte, NC 26202-2075 PAGE 7 OF 7
Phare: 704-338.6700
hdrinc. com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC _
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QUARTZ -FELDSPAR GNEISS, very strong, very
dark grayish green (5GY 3/2), intensely foliated,
fresh (SOUND ROCK) (continued) 151'-158' Very intensely fractured
(mechanical) no apparent staining or
-
mineralization of natural fractures
RC -3
78
HORNBLENDE GNEISS, very strong, greenish
black (5G 2.5/1), intensely foliated, fresh,
micaceous (SOUND ROCK) 154'-158 Simple falling head test, 1.8 feet of
155
change in 15 minutes
RC -4
50
1573-162.3' Set well on 4/21/2016, grouted
—
to surface on 4/22/2016
158'-170.9 Occasional hairline fractures,
—
_
healed with quartz and feldspar, no staining
visible
160
IRC - 5
0
159.5'-161.5' Simple rising head test, 0.5 feet
of change in 25 minutes
QUARTZ -FELDSPAR GNEISS, very strong,
dark grayish green (5GY 4/2) to dark gray (N24,
intensely foliated, fresh (SOUND ROCK) 159.5'-170.9' Simple rising head test, 0.3 feet
of change in 30 minutes
165
RC -6
59
i
v -
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Boring Terminated at 170.9'
170
Screened Interval Set at 157'-162'
Monitoring Well Installed on 4/22/16
i Bottom of borehole at 170.9 feet. pH measured at 5.5-6.0 SUs prior to grouting
on 4/22/2016
i
i

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r
Photo 1 — AB-4BRD: Box 1 of 2 Depth: 140.0'-161.5' Date: 04/21/16
1�LSS oak- IZ—M 6
A';�-y60.o Rlo. 5 5/9 4
3. 4, 3 4 ROD•
0[P4h: 1615- P09
REa1+. a �e.a�•.na�a d:al.-.V�..•.. .[ S �,P� �. �y,•f uss CSs �en4 eG ROO �Pan�b�t
- � Tri r .• • • �� -
�. _. n• ---ter — _ ..... _ _. J\
1
Photo 2 — AB-4BRD: Box 2 of 2 Depth: 161.5'- 170.9' Date: 04/21/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER AB -4D
440 S. Church Street, Suite 900
Charlotte, PIC 28202-2075 PAGE 1 OF 4
Phone: [phone]
,M)
hdrinc. ccrnfWlow-us
CLIENT . Duke Energy Carolinas._... PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 __. PROJECT LOCATION Stakes County, NC
DATE STARTED 5/28/15 COMPLETED 6/5/15 GROUND ELEVATION ..759.25 ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parraft-Wolff, Inc. NORTHING 925617.71 EASTING 1683239.22
DRILLING METHOD 37/8". 5 7/8" and 10" TZAR, HQ Core GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches I DATE/TIME 7/7/2015. 4.32 ft / Elev 754.93 ft
NOTES Active Ash Basin 1 DATE/TIME --
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Hole Sizes:
10" 0'- 88'
5.9" 88'- 94.5'
5
ASH, as (SP), Very Loose, Dark Gray (2.5YR
7'- 8.5' Total Inorganics and TOC Samples
SS -1
15
4/1), Non -Plastic, Wet, Noncohesive (BASIN)
Obtained
(z)
10
.
Zero Blowcounts Indicate SPT
USS
DIo;
0
Advancement under Weight of Rod and/or
Weight of Hammer
15
i
Continued: As Above Except as (ML), very soft
i
SS -3
0���
12
i 20
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BORING NUMBER AB -4D
44118* Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 4
Phone: [phone]
hdOnc.com1follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
�z
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DESCRIPTION
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v
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2
ASH, as (ML), Very Soft, Dark Gray (2.5YR
4/1), Non -Plastic, Wet, Noncohesive (BASIN)
SS - 4
°�0)
11
30
33'- 34.5' Total Inorganics, TOC, and SPLP
SS -5
0-0-0
18
Samples Obtained
i
(0)
35
i
i
i
i
0
i
i
USS
°�0)
18
40
i
0
i
]
3)3
S-
]
7
45
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]
Recovery
)
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6
3
3
50

BORING NUMBER AB -4D
S. Church Street, Suite 900
Charlotte, IVC 28202-2075 PAGE 3 OF 4
F)7Z440
Phone: [phone]
hdrinc. cam/follow-us
CLIENT Duke Energy Carolinas. PROJECT NAME Belews Creek - GSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
z
3:P5
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DESCRIPTION
REMARKS
IMpiMILLlNG
vuell
0
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55
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0 $e
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V
7
L
7
SS -7
°(off
21
L
i
63' Total Inorganics, TOC, and SPLP
'
Samples Obtained
SS -8
(0)
24
i
= 65
64.8' Ash/Soil Interface
ri
SS - 9
8-X11-15
23
(20)
3
a
7
68'- 70' Undisturbed Sample Obtained
UD -2
70
g7
7
J
7
Z
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73- 75' Undisturbed Sample Obtained
D
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BORING NUMBER AB-41)
440 S. Church Street, Site 900
Charlotte, NC 2075 PAGE 4 OF 4
7 8-670
IM)7zPhone: 704-338-G700
hdOnc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION _ Stokes County, NC
z
C
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co
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REMARKS
MONITORING
WELLo
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75
*See AB-4BR for Lithology (45'-94.5')*
SS_
32-50.50
52
28
10
(100)
75'- 79' Kd, HFO Samples Obtained
ss-
F3-60-
26
115
3)
80
88' Reamed With 10" TMR, 6" PVC Casing
85
Installed, Grouted to Surface, Began HQ
Coring
88'- 93' Well Point (Falling Head)
Permeability Test Conducted 6/2/15
Boring Terminated at 94.5' BGS
Monitoring Well Installed on 6/5/15
Well Screened Interval 89.5'- 94.5' BGS
Bottom of borehole at 94.5 feet.
i

BORING NUMBER AB -4S
s. Church street, site soo
Charlotte, NC 28202-2075
PAGE 1 OF 1
F)7Z4411
Phone: [phone]
hdri nc. co m 1fol low -u s
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment ..
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
DATE STARTED 6/4/15 _ COMPLETED 6/4/15
_ GROUND ELEVATION 759.36 ft . HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff�Inn.
NORTHING 925609.1 EASTING 1683245.84
DRILLING METHOD 4 1/4" ID HSA
GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches
7 DATE/TIME 717/2015 3.93 ft / Elev 755.43 ft
NOTES Active Ash Basin
1 DATE/TIME -
(1-:0`
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Boring Advanced for Purpose of Installing
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Water Level 3.8' BGS During Driling 6/4/15
5
Boring Terminated at 18' BGS
=
10
15
Monitoring Well Installed on 6/4/15
i
Well Screened Interval T- 18' BGS
Bottom of borehole at 18.0 feet.
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BORING NUMBER AB-4SL
Charlotte, NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
F)
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas.. _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829--------- ------ - PROJECT LOCATION Stokes County,. NC
DATE STARTED 6/4/15 COMPLETED. 6/4/15 GROUND ELEVATION 759.15 ft._ HOLE SIZE(S) 4.5 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 925613.98 EASTING 1683243.16
DRILLING METHOD 4" ID Casing Advancer GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches -TDATE/TIME 7/7/2015 4.10 ft / Elev 755.05 ft
NOTES Active Ash Basin 1 DATE/TIME --
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15
20
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BORING NUMBER AB4SL
Charlotte, NC 28272-2075 PAGE 2 OF 3
im)7 Phane:704-338.8700
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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35
40
45
50

BORING NUMBER AB-4SL
440 S. Church Street, Site 900
i Charlotte, NC 2$202-2075
PAGE 3 OF 3
Phone: [phone]
111111111111111)hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC _..
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Well Screened Interval 51.3'- 61.3' BGS
at Bottom of borehole at 61.3 feet.
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BORING NUMBER AB -5D
44p S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 5
Phone: [phone]
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hdrinc, comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 6/9/15 COMPLETED 6/12/15 _..... GROUND ELEVATION 758.94 ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wal[f, Inc. NORTHING 925835.07 EASTING 1683654.31
DRILLING METHOD 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J.. Catches _ DATEITIME 71712015 3.44 ft / Elev 755.50 ft
NOTES Active Ash Basin ...__. 1 DATE/TIME --
=
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ASH (BASIN)
0'- 4' Fill Material to Build Drill Pad
3.2' Water Level Measured During Hand
_
Auger 6/9/15 at 1230
ASH, as (SM), Dark Gray (2.5Y 4/1),
5
Non -Plastic, Wet, Noncohesive (BASIN)
Continued: As Above Except Very Loose
7' - 8.5' Total Inorganics and TOC Samples
SS -1
2-0-1
(1)
7
Obtained
Zero Blowcounts Indicate SPT
Continued: As Above Except as (ML), Very Soft,
Advancement Under Weight of Rods and/or
Gray (2.5Y 5/1)
Weight of Hammer
10
As Above Except Loose, Very Dark
FSS-2Continued:
(off
5
Gray (2.5Y 3/1)
16
Continued: As Above Except as (SP), Very Dark
SS -3
z0
2
Gray (2.5Y 3/1)
20
(3)
4
25

BORING NUMBER AB -5D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 5
Phone-. 704-338-6700
,M)7Z
hd r i n c, cornlfol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
a
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is
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25
ASH, as (SP). Very Dark Gray (2.5Y 3/1),
Non -Plastic, Wet, Noncohesive (continued)
(BASIN)
ASH, as (ML), Very Soft. Gray (2.5Y 5/1),
SS -5
0-0-0
16
Non -Plastic, Wet, Noncohesive (BASIN)
(0)
30
-p"Z
(a)
7
_
USS - 6
35
USS -7
1-11-
10
40
SS -8
i
i -
I
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,
i
1-0
°0
5
(CL) SANDY CLAY, Stiff, Light Yellowish 48'- 49.5' Index Parameter Sample
i
,
i
i
SS -s
.5-5
Brown (2.5Y 614), High Plasticity, Moist, Obtained
(10l
Cohesive (SOIL) 48.2' Ash/Soil Interface
—
-------------- 49.5'-51'TotalInorganics, TOC and Index
50

BORING NUMBER AB -513
440 5, Church Street, Sulte 9110
Charlotte, NC 28202-2075 PAGE 3 OF 5
Phone: [phone]
,M)7Z
hdemc.cornKaiInw-us
CLIENT Duke Ener4Y Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION . Stokes County, NC
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www
Of
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50
fag v
(12)
14
(ML) SILT, Stiff, Yellowish Red (5YR 5/6), Parameter Samples Obtained
10
Non -Plastic, Moist, Noncohesive (SOIL)
(continued)
SS-
11
4.4-6-6
(10)
15
(ML) SILT WITH SAND, Stiff, Reddish Yellow
SS-
2-2-3-7
(7.5YR 6/6), Non -Plastic, Wet, Noncohesive
-
14
(5)
(SOIL)
55
_�------------------
(SM) SILTY SAND WITH GRAVEL, Very Stiff, 55'- 57' Organic Material
SS-
6-7-8-10
Strong Brown (7.5YR 5/6), Non -Plastic, Wet,
13
(15)
15
Noncohesive (SOIL)
(ML) SILT WITH SAND, Medium, Brownish 57'- 59' Total Inorganics, TOC and
SS-
2334
Yellow (10YR 6/6), Non -Plastic, Moist, Mineralogy Sample Obtained
14
(6)
17
Noncohesive (SOIL)
60
Continued: As Above Except Stiff
SS_
15
3-7-8
(15)
13
66
(SM) SILTY SAND, Very Dense, Brownish 68'- 69' Index Parameter Sample Obtained
i
i
i
SS-
16
26 -50
11
Yellow (10YR 6/6), Non -Plastic, Moist,
Noncohesive (SAPROLITE)
70
Continued: As Above Except Yellowish Brown 73'- 73.4' Index Parameter Sample
i
i
SS --71
17
(10YR 5/6), (SAPROLITE/WEATHERED Obtained
-
ROCK)
75

BORING NUMBER AB-5D
440 S. Church Street, Site 900
28202-2075 PAGE 4 OF 5
F)7zCharlotte,
Phone: 704-3-3 3$-6700
hd r Inc. co m1fotlow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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IMONrrIXtlNG
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75
(SM) SILTY SAND, Very Dense, Yellowish
Brown (10YR 5/6), Non -Plastic, Moist,
Noncohesive, (SAPROLITE/WEATHERED
ROCK) (continued)
g^� _
5014'
4
1B
80
SS-
5m2
2
15
s�
88' TMR Bit Refusal, 6" PVC Casing
RC-1
0
0
Installed, Grouted to Surface, Began HQ
Coring
90
MICA GNEISS, Strong, Yellowish Brown
(10YR 5/4), Intensely Foliated, Color Due to
89.4'- 94.4' Moderately Decomposed,
Heavy Mn and Fe Staining Along Fractures
Oxidation (SAPROLITE/WEATHERED ROCK)
89.4' - 90.9' Very Intensely Fractured
RC-2
26
0
95
Continued: As Above Except Strong to Very
Weak (WEATHERED/FRACTURED ROCK)
94.9'- 95.6' Moderately Decomposed,
Intensely Fractured
95.6'- 96.1' Highly Decomposed, Intensely
Fractured
RC-3
74
8
96.5'- 97' Highly Decomposed, Intensely
Fractured
97'- 98.1' Highly Decomposed, Moderately
Fractured
97'- 97.3' Mineralogy Sample Obtained
100
99.5' - 104.4' Fresh, Slightly Fractured

BORING NUMBER AB -5S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
PAGE 1 OF 1
Phone: [phone]
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CLIENT Duke Energy Carolinas
PROJECT NAME . Belews Creek - CSA Gi-mindwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
DATE STARTED 6/13/15 COMPLETED 6/13/15
GROUND ELEVATION 758.86 ft HOLE SIZE(S) 4.5 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc.
NORTHING 925826.14 _ EASTING 168,3643.87
DRILLING METHOD 4" ID Casing Advancer
GROUND WATER LEVELS:
LOGGED BY O. BrownCHECKED BY J. Catches
DATE/TIME 71712015 3.03 ft / Elev 755.83 ft
NOTES Active Ash Basin
1 DATE/TIME ---
CL�
CL
o
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DESCRIPTION
REMARKS
MIONIiOFUNG
weu
pv
(LL)m0>Inc
o:0
U
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W
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0
*See AB -5D for Lithology*
Boring Advanced for Purpose of Installing
Monitoring Well
Y
Water Level During Drilling 3.2' BGS
6/13/15
5
10
Boring Terminated at 18' BGS
-
i
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i
15
i
3
Monitoring Well Installed on 6/13/15
Well Screened Interval 3'- 18' BGS
Bottom of borehole at 18.0
feet.
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BORING NUMBER AB-5SL
Charlotte, N - -- C 28202-2075 — PAGE 1 OF 2
l iV
Phone: [phone]
11111111m)"Z
hdrinc'.com/follow-us,
CLIENT Duke Eneray Carolinas PROJECT NAME Belews Creek - CSA Groundwalor Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 6/13/15 COMPLETED 6/13115 GROUND ELEVATION 759.01 ft HOLE SIZE(S) 4.5 inches
DRILLING CONTRACTOR Parratt-Watff, Inc. NORTHING 925830.45 EASTING 1683648.4
DRILLING METHOD 4" ID Casing Advancer GROUND WATER LEVELS:
LOGGED BY O Brown CHECKED BY J. Catches T DATE/TIME 717/2015 2-36 ft / Elev 756.65 ft
NOTES Active Ash Basin 1 DATEITIME --
u7�CL
oo
a
W Of
O Z J
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�> 0>
CY
DESCRIPTION
REMARKS
1No"WELL
WOV
-10 o_
-j
m0>
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Boriiiq Advanced for F'urpa,e of Installing
Monitoring Well
Y
5
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10
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15
t
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7
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3
1
20
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7
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440 S. Church Street, Suite 900
F)ICharlotte,
NC 28202-2075
Phone: [phone]
hd ri nc. com If allow- us
BORING NUMBER A8-5SL
PAGE 2OF2
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -GSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes CauntY, NC
r
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DESCRIPTION
REMARKS
MGNIFORIk<3
WELL
Lu
�V
mpZ
v�O:V
Q O
2
rn z
*See A13 -5D for Lithology'
30
i
i
i
i
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35
i
i
i
i
i
40
s
3
i
Boring Terminated at 44' BGS
Monitoring Well Installed on 6/13/15
Well Screened Interval 34'- 44' BGS
i Bottom of borehole at 44.0 feet.
i
i
s
S
i
C
C

BORING NUMBER AB-5GTB
440 S. Church Street, Suite 900
28202-2075 PAGE 1 OF 3
Pone:Charlotte.-3
Phone; 704-338-fi700
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 6/11/15 COMPLETED 6/11/15 GROUND ELEVATION 758.94 ft HOLE SIZE(S) 4.5 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 925832.07 EASTING 1683657.31
...........
DRILLING METHOD 4" ID Casing Advancer GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches DATE/TIME --
NOTES Active Ash Basin DATE/TIME --
-L
L]
j
c
e
o
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?�H�
}Y�
0
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DESCRIPTION
REMARKS
MON1y ELLLL
p
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m0>
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'See A13 -5D for Lithology'
Boring Advanced for Purpose of Obtaining
Samples and Conducting In -Situ
Permeability Tests
5
10
1
20
22'-24' Total Inorganics, TOC, and SPLP
4-03.3
Samples Obtained
ESS -1
(7)
12
24' Flush Bottom (Falling Head)
Permeability Test Conducted on 06/11/15
24'-29' Well Point (Falling Head)
- -
Permeability Test Conducted on 06/11115
25

ddn C Church Clraet lCuita Qnn
BORING NUMBER AB-5GTB
NC 28242-2075 PAGE 2 OF 3
Phone; 704-338-6700
F)ICharlotte,
hdrinc. cc mlfo [I ow -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
L�l z
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� Z J
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❑
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❑ ¢
3 5
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DESCRIPTION REMARKS
MIONNiOWNG
wELL
❑
>
mOUZ
U
2U
COU
Lu
U
<0
Q'
�
25
*See AB -51) for Lithology*
30
44'-46' Total Inorganics, TOC and SPLP
35
40
45SS-2
13-66-0 12
Samples Obtained
50

SS -3 3-(73)-5 24
SS -4 6 -B -IG -14 24
(18)
UD -1 24
Bottom of
BORING NUMBER AB-5GTB
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County. NC
at 62.0 Peet.
REMARKS
56'-60' Kd, HFO Sample Obtained
60'-62' Undisturbed Sample Obtained
Boring Terminated at 62' BGS
Grouted to Surface on 6/11/15
MON I ORiNG
MLL
5, Church Street, Suite 900
Charlotte, NC 28202-2075
F),440
Phone: [phone]
hdrinc. comifollow-us
CLIENT Duke Enemy Carolinas
PROJECT NUMBER 244829 _
SS -3 3-(73)-5 24
SS -4 6 -B -IG -14 24
(18)
UD -1 24
Bottom of
BORING NUMBER AB-5GTB
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County. NC
at 62.0 Peet.
REMARKS
56'-60' Kd, HFO Sample Obtained
60'-62' Undisturbed Sample Obtained
Boring Terminated at 62' BGS
Grouted to Surface on 6/11/15
MON I ORiNG
MLL
w�
o
�w
�F—:3
Y
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H�
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0>
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Y
DESCRIPTION
w
(LL)m0>
-J=)<
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o'0
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50
*See A13 -5D for Lithology"
SS -3 3-(73)-5 24
SS -4 6 -B -IG -14 24
(18)
UD -1 24
Bottom of
BORING NUMBER AB-5GTB
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County. NC
at 62.0 Peet.
REMARKS
56'-60' Kd, HFO Sample Obtained
60'-62' Undisturbed Sample Obtained
Boring Terminated at 62' BGS
Grouted to Surface on 6/11/15
MON I ORiNG
MLL

BORING NUMBER AB -61)
440 S. church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 4
Phone: [phone]
hdri nc. comllollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/14/15 COMPLETED 5/19/15 GROUND ELEVATION 762.22 ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 925975.31 EASTING 1684557.84
DRILLING METHOD 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches DATE/TIME 717/2015 3.68 ft / Elev 758.54 ft
NOTES Active Ash Basin 1 DATErnME --
az
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J Of
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DESCRIPTION
REMARKS
pv
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0
ASH, as (SP), Gray (5Y 5/1), Non -Plastic, Wet, € Hole Sizes:
Noncohesive (BASIN) 10" 0'- 68'
5.9" 68'- 94.6'
0'- 4' Fill Used to Build Pad
5
Continued: As Above Except Very Loose 7'- 8.5' Total Inorganics and TOC Samples
SS -1
D-0-2
(2)
7
Obtained
Zero Blowcounts Indicate SPT
Continued: As Above Except Gray (2.5YR 5/1) Advancement Under Weight of Rod and/or
1-1-1
Weight of Hammer
SS -2
(2)
18
10
�SS - 3
0-0-0
(0)
9
15
Continued: As Above Except as (ML), Very Soft,
Black (N2.5)
0-0-1
(SM) SILTY SAND WITH GRAVEL, Very
SS -4
18
(�)
Loose, Light Yellowish Brown (2.5Y 6/3),
Non -Plastic, Wet, Noncohesive (SOIL)
SS -5
°(5)3
12
20
(CH) CLAY, Very Soft, High Plasticity, Moist,
25
SS -6
°'0"�
Cohesive (SOIL) I

BORING NUMBER AB -6D
S. Church Street, suite soo
Charlotte, 28202-2075 PAGE 2 OF 4
F)"4440
Phone: [phone]
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION ....Stokes County, NC
C
o
_ �w
�H5
}
Y�I a
Q_ J W
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i5
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DESCRIPTION
REMARKS
r�or oLLan+c
Ov Q_ L)
mp
n0
0p Y
U
g�
UZ
W
W 0
lan Z
25
(CH) CLAY, Very Soft, Alternating Red (2.5YR
4/6) to Light Olive Brown (2.5Y 5/4), High
Plasticity, Moist, Cohesive (SOIL) (continued)
Continued: As Above Except Light Olive Brown 27'- 28.5' Total Inorganics and TOC
SS - 7
°(5)
9
(2.5Y 5/4) Samples Obtained
(s)
30
(CL) SANDY CLAY, Very Stiff, Pale Yellow (5Y
FS
&8s)
25
7/3), Medium Plasticity, Moist, Cohesive (SOIL)
3
(ML) SILT WITH GRAVEL, Very Stiff, Pale
Yellow (2.5Y 8/2), Non -Plastic, Moist,
Noncohesive (SOIL)
Continued: As Above Except With Sand, Gravel
SS -9
0-0-2
21
Absent, Very Soft, Wet (SOIL)
(2)
40
(SP -SM) SAND WITH SILT AND GRAVEL,
i
Ss-
4-5-6
14
Medium Dense, Brownish Yellow (10YR 6/6),
i
10
(11)
Non -Plastic, Moist, Noncohesive (SAPROLITE)
45
Continued: As Above Except Dense, with Rock
i
i
i
i
i
i
SS-
21-24-23
(47)
13
Fragments
' S0

BORING NUMBER AB -61)
440 S. Church Street, Suite 900
Chadotte,NC 28202-2075 PAGE 3 OF 4
Phone: [phone]
F)l
hd r i nc. co m /fall aw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County, NC __
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(SP -SM) SAND WITH SILT AND GRAVEL,
Medium Dense, Brownish Yellow (10Yk 6/6),
Non -Plastic, Moist, Noncohesive, with Rock
Fragments (SAPROLITE) (continued)
(SP) SAND WITH GRAVEL, Very Dense, T
SS-
36-42-32
15
Brownish Yellow (10YR 516), Non -Plastic,
12
(74)
Moist, Noncohesive (SAPROLITE)
55
i
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SS-
21-32-33
19
13
(65)
60
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F
2e-35-1613
(50)
i
65
s
S
68' SPT Refusal, 6" PVC Casing Installed,
SS _
. SQnr
0
_...
3
15
—
0 0
Grouted to Surface 05/15/15, Began HQ
RC -1
Coring
70
-
MICA GNEISS, Very Weak to Strong, 68'- 74.6' Heavy Fe and Mn Staining,
Yellowish Brown (10YR 5/4) Moderately Decomposed, Intensely
Fractured
(SAPROLITE/WEATHERED ROCK)
o-
e
o-
RC -2
22 0
i
5�
e
75

F)R4411 S. Church Street, Suite 800
Charlotte, 28202-2075
Phone: [phone]
hdrinc.comlfollom -us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER AB -601
PAGE 4 OF 4
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes C our,ty; NC
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MICA GNEISS, Very Weak to Strong, 75'- 79.6' Slightly to Moderately
Yellowish Brown (IQYR 514) Decomposed, Intensely Fractured
-
(WEATHEREDIFRACTURED ROCK) 75.1' Joint, 75°, Open, Fe and Mn Stained,
(conhnved) Rough
-
RC -3
74
22
77.6', Joint, 15°, Open, Fe & Mn Staining,
Rough
80
Continued: As Above Except Strong, Dark Gray 79.6'- 81.3' Core Loss
(5Y 4/1) 79.6'- 84.6' Fe Staining, Slightly
Decomposed, Moderately to Intensely
Fractured
RC -4
66
52
85
BIOTITE GNEISS, Weak, Dark Gray (2.5Y 84.5' - 91.8' Highly Decomposed, Intensely
4/1), Intensely Foliated Fractured, Fe and Mn Staining
(WEATHEREDIFRACTURED ROCK)
RC -5
88
0

440 S. Church Street, Suite 900 BORING NUMBER AB -6S
C;harlatte, NC 2820 2-20 75 PAGE 1 OF 1
Phone: [phone]
hdrinc,comlfoltow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment....
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/16/15 COMPLETED 5/16/15 GROUND ELEVATION 762.46 ft .. HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 925967.88 EASTING 1684548.14
DRILLING METHOD 4 1/4" ID HSA _ GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches DATE/TIME 7/7/2015 1.98 ft / Elev 760.48 ft
NOTES Active Ash Basin 1 DATE/TIME --
k1
01
DESCRIPTION
"See AB -6D for Lithology`
Bottom of borehole at 12.0 feet.
REMARKS
Boring Advanced for Purpose of Installing
Monitoring Well
Water Level 2.5' BGS During Drilling
5/16/15
Boring Terminated at 12' BGS
Monitoring Well Installed on 5/16/15
Well Screened Interval 2'- 12' BGS
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DESCRIPTION
"See AB -6D for Lithology`
Bottom of borehole at 12.0 feet.
REMARKS
Boring Advanced for Purpose of Installing
Monitoring Well
Water Level 2.5' BGS During Drilling
5/16/15
Boring Terminated at 12' BGS
Monitoring Well Installed on 5/16/15
Well Screened Interval 2'- 12' BGS

BORING NUMBER AB-6SL
S. Church Street, Suite 900
Charlotte, Ida 2075 PAGE 1 OF 1
F)7Z440
Phone: [phone]
hdri nc, co mlfol low -u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, IVC
DATE STARTED 5/16/15 COMPLETED _ 5/16/15 GROUND ELEVATION 762.38 ft HOLE SIZE(S) B Inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. — NORTHING 925971.58 EASTING 1684552.45
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY .0. Brown CHECKED BY J. Catches -7 DATE/TIME 7/7/2015 2.00 ft / Elev 760.38 ft
NOTES _Active Ash Basin _ 1 DATE/TIME --
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DESCRIPTION
REMARKS
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*See AB -6D for Lithology*
Boring Advanced for Purpose of Installing
Monitoring Well
5
Boring Terminated at 18.3' BGS
10
15
Monitoring Well Installed on 5/16/15
i
Well Screened Interval 13.3'- 18.3' BGS
Bottom of borehole at 18.3 feet.
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AAn c ��...�� c..�.,� 0 i.. n„n BORING NUMBER AB-6GTB
NO 28202-2075 PAGE 1 OF 2
Phone: [phone]
F)lCharlotte,
hdrinc, com/Fallow-us
CLIENT .Duke Energy_ Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment ..............
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NO
DATE STARTED 5/16/15 COMPLETED 5/18/15 GROUND ELEVATION _ 761.94 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 925979.28 EASTING 1684555.93
DRILLING METHOD 4 1/4" ID HSA, 10" and 4 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY _ O. Brown CHECKED BY J. Catches. DATE/TIME --
NOTES Active Ash Basin DATE/TIME -
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*See AB -6D for Lithology* Boring Advanced for Purpose of Obtaining
Samples
3'- 5' Total Inorganics and TOC Samples
Obtained
6'- 8.3' Undisturbed Sample Obtained
UD -1
28
8' Flush Bottom (Falling Head) Permeability
Test Conducted 5/16/15
10
10'- 13.5' Well Point (Falling Head)
Permeability Test Conducted 5/16/15
15
15'- 17' Total Inorganics, TOC and SPLP
Samples Obtained
20
19.5'- 21' Total Inorganics and TOC
Samples Obtained
25

BORING NUMBER AB-6GTB
440 S. Church street, Suite 900
Charlene, NC 28272-2075
PAGE 2 OF 2
Phone: [phone]
F)1
hdrinc.comlfoItow-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County. NC
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*See AB -6D for Lithology*
25'- 27' Undisturbed Sample Attempted, No
Recovery
28' TOC, Mineralogy, Kd and HFO Samples
Obtained
Boring Terminated at 28' BGS
Grouted to Surface 5/18/15
Bottom of borehole at 28.0 feet.
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BORING NUMBER AB -7D
4405. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 4
Phone: [phone]
hdrinc. co m/fo$low-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/31/15 COMPLETED 4/3/15 GROUND ELEVATION 767.72 ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff,_Inc. NORTHING 925222.99 EASTING 1684495.4
DRILLING METHOD 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches ..... ......... _ -7 DATE/TIME 7/7/2015 7.61 ft / Elev 760.11 ft
NOTES Active Ash Basin 1 DATE/TIME --
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oRING
MONWELL
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ASH, as (GW -GM), Gray (N6), Non -Plastic,
0'- 5' Hand Augered
Dry, Noncohesive (BASIN)
Hole Sizes:
10"0'-76'
3.8" 76'- 91'
3'- 5' Total Inorganics, TOC and Index
Parameter Samples Obtained
5
Y
10
2-2-2
(4)
0
15
Continued: As Above Except as (SW -SM), Very
Zero Blowcounts Indicate SPT
SS -2
1-0-1
9
Loose, Dark Bluish Gray (513 4/1), Wet
Advancement Under Weight of Rod and/or
Weight of Hammer
20
(CL) CLAY WITH SAND, Soft, Yellowish Red
20'- 21.5' Total Inorganics and TOC
SS - 3
1(13)2
13
(SYR 4/6), Low Plasticity, Moist, Cohesive, f
Samples Obtained
Micaceous (SOIL) f
(CH) CLAY, Soft, Yellowish Red (5YR 416),
Medium Plasticity, Moist, Cohesive, Micaceous
(SOIL)
125

BORING NUMBER AB -71)
S. Church Street, site soo
Charlotte, NC 28202-2075 PAGE 2 OF 4
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829PROJECT LOCATION Stokes County, NC
CLD
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DESCRIPTION
REMARKS
MCMIORING
V ELL
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25
U)
(ML) SILT WITH SAND, Medium, Brown
25' Trace Mn Nodules 1-5 mm, With Trace
SS -4
4-3-0
13
(7.5YR 4/4), Non -Plastic, Moist, Noncohesive,
Fe Staining
(7)
Very Micaceous, Fine to Medium Sand
(SAPROLITE)
30
Continued: As Above Except Very Stiff, with
30'- 37' Large Mica Flakes -10 mm, Mn
SS -5
(16)
14
Relict Rock Structure
Vein -3 mm
30'- 31.5' Total Inorganics and TOC
Samples Obtained
35
(GW -GC) GRAVEL WITH CLAY AND SAND,
SS - 6
7
Loose, Brown (7.5YR 4/4), Non -Plastic, Moist,
(B)
Noncohesive, Very Micaceous, with Fine to
Medium Sand (SAPROLITE)
40
(SM) SILTY SAND, Medium Dense, Light
40.5'- 50.5' Fe and Mn Stained Bands
VSS
10"1613
6.
Yellowish Brown (10YR 6/4), Non -Plastic,
Throughout
t29)
Moist, Noncohesive, Micaceous (SAPROLITE)
41'- 41.2' White Plagioclase and Quartz
Sand
45
(SW -SM) SAND WITH SILT AND GRAVEL,
tSS - 8
14-29-18
16
Dense, Yellowish Brown (10YR 4/4),
(47)
Non -Plastic, Moist, Noncohesive, Micaceous
(SAPROLITE)
S0
---------------------

BORING NUMBER AB -7D
440 S. Church Street, Site 900
Charlotte,NC 28202-2075 PAGE 3 OF 4
Phone; 704-338-6700
FYZ
ITdd n c. comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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DESCRIPTION REMARKS
MONITORING
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(SW -SM) SAND WITH SILT, Medium Dense,
NESS -9
610-10
17
Brownish Yellow (10YR6/6),Non-Plastic,
(20�
Moist, Noncohesive, Micaceous (SAPROLITE)
51.6' Quartz Vein -5mm
Continued: As Above Except White (10YR
9.5/1), Non -Micaceous
Continued: As Above Except Dark Grayish
Brown (10YR 4/2), Micaceous
55
55.5' - 57' Fe Veins -2 mm, Fe Staining
SS-
33-1&1412
Throughout
(ML) SILT WITH SAND, Very Stiff, Light
-
Brownish Gray (10YR 6/2), Non -Plastic, Moist,
Noncohesive, Micaceous (SAPROLITE)
60
Continued: As Above Except Hard 60.5'- 60.7' Hard Weathered Rock
ss-
56-50/1^
10
-' 11
(SAPROLITE/WEATHERED ROCK) Fragments
65
Continued: As Above Except Very Stiff, Brown
Fisi
18(7.5YR
4/4)
(26)
66.4'Rock Fragments —10mm Diameter, Fe
and Mn Veins —3 mm
70
Continued: As Above Except Hard, Brown
-
5014"...
5
i
18
(7.5YR 4/4), Coarse Mica Flakes
i
75

BORING NUMBER AB-7D
440 S. Church
Street,
Sulte 900
Charlotte, 28202-2075
PAGE
4 OF 4
Phone: [phone]
hdrinc.com/foliow-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County. NC
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SS-
SILT WITH SAND, Hard, Brown (10YR
75.5'- 75.9' Mn Veins •-3 mm, Fe and Mn
5014•
4
14
_((ML)
4!3), Non -Plastic, Moist, Noncohesive,
Staining
Micaceous (SAPROLITEIWEATHERED
76' SPT Refusal, 6" PVC Casing Installed,
I3C- 1
42
32
ROCK)
Grouted to Surface, Began HQ Coring
MICA SCHIST, Strong, Dark Bluish Gray
76' Fresh, Slightly Fractured
-
(4158), Thinty Foliated
76.3' Fracture Zone, 10', Open, Fe Stained,
(WEATHERED/FRACTURED ROCK) _
Rough
Continued: As Above Except SOUND ROCK
80
RC-2
RC-3
100
88
100
72
a:•
82.4' - 83' Joints, 0', Fe Stained, Partially
a
-
Healed, Calcite Mineralized
a
82.7' Joint, 45°, Healed, Quartz Mineralized
a..
85
84.6', 85.1' Joints, 0°, Fe Stained
d ;
i.
RC-4
94
78
?'
86.4', 86.6' Joints, 10', Fe Stained
a
88.2' Joint, 70', Fe Stained
90' Driller Reports Soft Drilling
g0
RC-5
18
0
Boring Terminated at 91' BGS
Monitoring Well Installed on 4/3/15
a,
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-
Well Screened Interval 84'- 91' BGS
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Bottom of borehole at 91.0 feet.

BORING NUMBER AB-7S
4415, Church Street, Site 900
Charlotte, INC 28202-2075
PAGE 1 OF 1
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NAME _Belews Creek - CSA Groundwater Assessment _
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
DATE STARTED 4/3/15 COMPLETED 4/3/15
GROUND ELEVATION 767.9.1 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc.
NORTHING 925209.92 EASTING 1684491.49
DRILLING METHOD 4 1/4" ID HSA
GROUND WATER LEVELS:
LOGGED BY M. Phillips CHECKED BY J. Catches
-1 DATEITIME 717/2015 8.96 ft / Elev 758.95 ft
NOTES Active Ash Basin
T DATEITIME -
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WELL
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"See AB-7D for Lithology"
Boring Advanced for Purpose of Conducting
In-Situ Permeability Tests and Installing
Monitoring Well
5
Water Level 8.85' BGS During Drilling
4/3/15
10
10' Flush Bottom (Falling Head)
Permeability Test Conducted 4/3115
10'- 15' Well Point (Falling Head)
Permeability Test Conducted 413/15
i5
Boring Terminated at 16' BGS
Monitoring Well Installed on 4/13/15
Well Screened Interval 5'- 15' BGS
Bottom of borehole at 16.0 feet.
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BORING NUMBER AB -8D
S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 4
F)7Z440
Phone:[phone]OU
hdrl n c.co m (fol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County., NC
DATE STARTED .5/8/15 COMPLETED 5/13/15 GROUND ELEVATION 762.1 ft _ _ HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff,.Inc. NORTHING 925009.61 EASTING 1683904.8
DRILLING METHOD 4 1/4" ID HSA, 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches T DATE/TIME 717/2015 5.20 ft / Elev 756.90 ft
NOTES Active Ash Basin 1 DATE/TIME --
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DESCRIPTION
REMARKS
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ASH (BASIN) Hole Sizes:
10" 0'- 68'
5.9" 68'- 77'
3.8" 77'- 84.7'
0'- 5' Ash Fill Used to Build Drill Pad
5
ASH, as (SP), Very Loose, Very Dark Gray 8'- 10' Total Inorganics and TOC Samples
aa1-�
(2.5Y 3/1), Non -Plastic, Wet, Noncohesive Obtained
SS -1
(1)
24
(BASIN) 8'- 54' Continuous SPT Sampling to
Determine Ash/Soil Interface
10
Zero Blowcounts Indicate SPT
Continued: As Above Except Black (2.5Y 2.5/1) Advancement Under Weight of Rod and/or
-
SS -2
2.1-1'1
24
Weight of Hammer
(2)
SS - 3
a (°off o
24
Continued: As Above Except as (ML), Very Soft,
Dark Gray (2.5Y 4/1), Non -Plastic, Wet,
Noncohesive 14'- 16' Index Parameter Sample Obtained
15
SS 4
a
(0)
(o)
23
SS - 5
0-0-0-0
21
SS - 6
a�oa1
17
20
Continued: As Above Except Alternating Zones
of Ash as (SP) and Ash as (ML) V to 0.2'
SS -7
a(0)
24
Spacing
SS -8
1-0-1-024
(1)
125-4
1 o,aao

BORING NUMBER AB -8D
5, Church Street, sulfa saQ
Charlotte, NC 28202-2075 PAGE 2 OF 4
F)7Z440
Phone: [phone]
hdrinC.comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Beiews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
MOW7OMW
VWLL
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UW
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of
25
66-1
ASH, as (ML), Very Soft, Dark Gray (2.5Y
4/1), Non -Plastic, Wit, Noncohesive,
Laminated (BASIN)
SS-
0.0-1-2
24
10
(1)
SS-
o -o -t -o
14
4
30
SS-
0-0-0-0
24
12
(o)
ss •
1-0-1-o
22
13
(1)
34'- 36' No Recovery
35
ss-
14
ao-ao
(0)
0
ss-
0-0-0-0
17
15
(0)
SS -
0.0-0-0
24
16
1
(o)
4Q
SS-
0-0.0-0
24
17
(0)
ss-
0.0-0.0
24
i
i
18
(0)
i
44'- 46' SPLP Sample Obtained
45
SS-
19
0-0-0-0
(0)
24
i
i
!
46'- 48' Total Inorganics and TOC Samples
SS-
0-0-0-0
24
Obtained
i
20
(0)
SS -
0 0.0•2
24
!
'
(SP) SAND, Very Loose, Light Olive Brown
21
(0)
! 50
j
I
I (2.5Y 5/3), Non -Plastic, Wet, Noncohesive

BORING NUMBER AB -8D
440 S. Church Street, Site 900
Charlotte; NC 28242.-2075 PAGE 3 OF 4
1=Yz Phone: [phone]
hdri nc. cam If ollow-us
CLIENT Duke Energy Carolinas PROJECTNAME ilelews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
'H°"MLL
Lu
-.1
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m0>'Ino
R0
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UZ
v
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W
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cnZ
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�.
50
(SOIL)
50'- 52' Total Inorganics and TOC Samples
SS-
0-0-0-2
24
(SP) SAND Very Loose, Light Olive Brown
Obtained
22
(0)
(2.5Y 5/3), Non -Plastic, Wet, Noncohesive
51'- 52' Decayed Wood and Roots
(SOIL) (continued)
Continued: As Above Except Loose, With
ss-
3-5-5.6
19
Organic Material
23
(10)
(GP) GRAVEL WITH SAND, Loose, Dark
Grayish Olive (10Y 4/2), Non -Plastic, Wet,
55
Nuncohe.iive (SOIL)
Continued: As Above Except Very Dense, Olive
SS-
32-50is"
10
24
Brown (2.5Y 414), Moist, Micaceous
(SAPROLITE)
59'- 60' Kd, HFO Samples Obtained
60
S32-26-20
t2�
(48)
18
59'- 60.5' Total Inorganics, TOC and
Mineralogy Samples Obtained
_
63' - 63.3' Clay Lens, High Plasticity
SS-
10-21-45
16
(SP) SAND WITH GRAVEL, Very Dense,
26
(66)
Dark Grayish 011ve (1DY- 5GY4I2)),
Non -Plastic, Wet, Noncohesive (SAPROLITE)
65
68' SPT Refusal, Reamed With 10" TMR, 6"
SS-
1.
0
MICA SCHIST, Moderate, Olive Brown (2.5Y
27
35
24
4/4), intensely Foliated
PVC Casing Installed, Grouted to Surface
RC -1
(WEATHEREDIFRACTURED ROCK)
5111115, Began HQ Coring
68'- 69T Moderately to Highfy
�0
Decomposed, Intensely Fractured and Fe
Stained
69.9' Joint, 40°, Open, Fe and Mn Stained
69,7'- 74.7' Many Fractures Along Foliation,
40°
RC - 2
92
36
75

440 S. Church Street, Suite 900
F)1 Charlotte, NC 2$202-20758-6
Phone 704-33"700
hdrl nc, co m l f a l l ow -us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
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PAGE 4 OF 4
PROJECT NAME ._Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
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MICA SCHIST, Moderate, Olive Brown (2.5Y
74.7'- 79.7' Joints, 40°, Along Foliation, Fe
d '
4/4), Intensely Foliated
iand Mn Stained
d.'•
(WEATHERED/FRACTURED ROCK)
'
(continued)
76.2' Joints, 70°, Open, Fe and Mn Stained
d -
RC -9
80
16 MICA GNEISS, Strong, Very Dark Gray (2.5Y
77' Decreased Fe Staining, Slightly
d -
3/1), Massive to Thinly Foliated
Decomposed
d . -
-
(WEATHERED/FRACTURED ROCK)
d•
80
Continued: As Above Except SOUND ROCK
RC -4
98
82
833- 83.7' Zone with Multiple Fractures
d. _
Along Foliation, Intensely Fe and Mn
a .
Stained
Boring Terminated at 84.7' BGS
?
Monitoring Well Installed on 05/13/15
Well Screened Interval 72'- 77' BGS
Bottom of borehole at 84.7 feet.

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BORING NUMBER AB -8S
Charlotte; NC 2075 PAGE 1 OF 1
Phone: [phone]
IM)7z
hd ri nc. comlf olIaw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/13/15 COMPLETED 5/13/15 ...... .... GROUND ELEVATION 762.16 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff Inc. _ NORTHING 925019.79 EASTING 1683895.81
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches Y DATE/TIME 7/712015 4.98 ft / Elev 757.18 ft
NOTES Active Ash Basin 1 DATE/TIME -
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Boring Advanced for Purpose of Installing
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Borehole Terminated at 21'
Monitoring Well Installed on 5/13/15
20
Well Screened Interval 4' - 19' BGS
Bottom of borehole at 21.0 feet.

BORING NUMBER AB-8SL
44118, Church Street, Site 900
Charlotte, 28202-2075 PAGE 1 OF 3
Phone: [phone]
hdrinc. comlfollow-us
CLIENT Duke Ener Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/12/15 COMPLETED 5/12/15 GROUND ELEVATION 762.04 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 925014.83 EASTING 1683900.49
DRILLING METHOD _4" Casino Advancer, 7 718" TMR GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches -7 DATE/TIME 7/7/2015 5.03 ft / Elev 757.01 ft
NOTES Active Ash Basin 1 DATE/TIME --
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Samples and Installing Monitoring Well
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22'- 24' Undisturbed Sample Attempted, No
20
Recovery
24' Flush Botton (Falling Head) Permeability
25
Test Conducted 5/12/15

BORING NUMBER AB-8SL
S. ChurChurchStreet, site 900
.Charlotte, 28272-2075 PAGE 2 OF 3
F)"4447
-3
Phone: [phone]
hdrinc.com/foltow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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24'- 25.4' Well Point (Falling Head)
KNN
Permeability Test Attempted (Borehole
Collapsed) 5/12/15
30
32'- 34' Undisturbed Sample Attempted, No
Recovery
35
40
45
5f]

BORING NUMBER AB-8SL
440 S. Church Street, Suite 900
282172-2075
PAGE 3 OF 3
Phone'. 704-339-6700
F)ICharlotte, 7
hdrinc.com/fallow-us
CLIENT Duke Eneray Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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52'- 54' Undisturbed Sample Obtained
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Boring Terminated at 54.4' BGS
d
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Well Screened Interval 37'- 47' BGS
a.
Bottom of borehole at 54.4 feet.
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BORING NUMBER AB-9BR
S. Church Skreet, suite soo
Charlotte, NC 28202-2075 PAGE 1 OF 6
F)7Z440
Phone: [phone]
h d r i n c. com/fol low -u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED _ 5/4/15 COMPLETED 5/12/15 GROUND ELEVATION 779.84 ft HOLE SIZE(S) 10, 5.9, 4.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 924580.2 EASTING 1684169.24
DRILLING METHOD 10" 7 7/8" and 4 7/8" TMR HQ Core GROUND WATER LEVELS:
LOGGED BY M. Douglas _ CHECKED BY J. Catches -7 DATEITIME 7/7/2015 22.26 ft / Elev 757.58 ft
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*See A13-913 for Lithology (0'-87')*
Hole Sizes:
8" 0' - 87-
5.9" 87'- 102'
4.9" 102'- 137.3'
5
10
15
20
3
25

BORING NUMBER AB-9BR
S, Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 6
IM)R4111
Phone: [phone]
h d ri nc, com (foliow-U s
U.IENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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*See AB -9D for Lithology (0'-87')*
30
35
40
45
i
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' 50

BORING NUMBER AB-9BR
440 S, Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 3 OF 6
Phone:[phone]
,M)7Z.
hd ri n c. com 1fol law-u s
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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*See AB-9D for Lithology (0'-87')*
55
60
65
70
i
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L75

BORING NUMBER AB-9BR
s. Church Street, site soo
Charlotte, 28202-2075 PAGE 4 OF 6
F)"4440
Phone! 704-338-6700
h d ri n r.. co m /fol law -us
CLIENT _Duke Enerqy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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8p
MICA GNEISS, Strong, Bluish Gray (10B 5/1), 87'8" PVC Casing Installed, Grouted to
85
Intensely Foliated, with Pyrite (SOUND ROCK) Surface
RC -1
90
50
Slightly Decomposed, Moderately
Fractured, Joints, 70°, Tight to Partially
Open, Quartz Mineralization
90
-
I
QUARTZ -FELDSPAR SCHIST, Strong, Dark 90.9' Fresh, Moderately Fractured
IRC -2
92
38
Bluish Gray (10B 4/1), Intensely Foliated
(SOUND ROCK)
92.4' Fracture Zone, Healed to Partially
Open, Quartz Mineralization
95
Continued: As Above Except Very Dark Bluish 95.5' Fresh, Joints, 70*, Tight to Partially
Gray (10B 3/1) Open, Quartz Mineralization
RC -3
96
50
95.5' Micro Fractures, Quartz
i
Mineralization, Trace Pyrite
Continued: As Above Except Bluish Gray (10B
' 106
5/1)

BORING NUMBER AB-9BR
440 S. Church Street, Suite 900
NC 28202-2075 PAGE 5 OF 6
F)ICharlotte,
Phone [phone]
h d ri nc. cornIfol I ow -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment __..._
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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RC -4
90
83
QUARTZ -FELDSPAR SCHIST, Strong, Bluish
Gray (10B 5/1), Slaty, Intensely Foliated
(SOUND ROCK)
102'5" PVC Casing Installed, Grouted to
Surface
RC -5
72
32
105
_
RC -6
106' Fresh, Very Intensely Fractured, Joints,
62
0
HORNBLENDE SCHIST, Strong, Bluish Black
(513 2.5/1), Massive (SOUND ROCK)
Tight to Open, Some Calcite Mineralization
RC -7
45
0
110
QUARTZ -FELDSPAR GNEISS, Strong, Bluish
110.4' Fresh, Slightly Fractured, Joints, 80°,
Gray (10B 5/1), Aphanitic, Thinly to Medium
Tight, Quartz Mineralization
IRC -8
84
74
Foliated (SOUND ROCK)
112' Fracture Zone, Quartz Mineralization
115
-
RC -9
100
60
116.5' Pyrite Vein
HONRBLENDE SCHIST, Strong, Bluish Black
(513 2.5/1), Thinly Foliated (SOUND ROCK)
116.7' Fresh, Shear Zone, Intensely
Fractured, Calcite Mineralization
MICA SCHIST, Strong, Bluish Gray (10B 5/1),
119' - 124' Fresh, Moderately Fractured,
120
RC-
10
100
72
Massive (SOUND ROCK)
Calcite Mineralization
12�

BORING NUMBER AB-9BR
PAGE 6OF6
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
5. Church Street, Suite 900
Charlotte, 2$ 75
F)7Z441
Phone: [phone]
hdrinc, comlfol low -u s
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER AB-9BR
PAGE 6OF6
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
MICA SCHIST, Strong, Bluish Gray (10B 5/1),
RC- 76 10 Massive (SOUND ROCK) (continued)
tt HORNBLENDE GNEISS, Strong, Very Dark 126' Fresh, Intensely Fractured
Bluish Gray (10B 3/1), Thinly Foliated (SOUND
ROCK)
130 `
RC-
P 100 62
R 3 1 100 1 50
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MICA SCHIST, Strong, Bluish Gray (56 5/1),
Locally Gneissic, Massive (SOUND ROCK)
Bottom of borehole at 137.3 feet.
129' Fresh, Moderately Fractured
134' Slickensides, Mn and Fe Staining
134.5' Slightly to Moderately Decomposed i
.fit. •-, •:
Boring Terminated at 137.3' BGS a.
Monitoring Well Installed on 5/12/15
Well Screened Interval 130'- 135' BGS 9-
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MICA SCHIST, Strong, Bluish Gray (10B 5/1),
RC- 76 10 Massive (SOUND ROCK) (continued)
tt HORNBLENDE GNEISS, Strong, Very Dark 126' Fresh, Intensely Fractured
Bluish Gray (10B 3/1), Thinly Foliated (SOUND
ROCK)
130 `
RC-
P 100 62
R 3 1 100 1 50
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MICA SCHIST, Strong, Bluish Gray (56 5/1),
Locally Gneissic, Massive (SOUND ROCK)
Bottom of borehole at 137.3 feet.
129' Fresh, Moderately Fractured
134' Slickensides, Mn and Fe Staining
134.5' Slightly to Moderately Decomposed i
.fit. •-, •:
Boring Terminated at 137.3' BGS a.
Monitoring Well Installed on 5/12/15
Well Screened Interval 130'- 135' BGS 9-

BORING NUMBER AB-9BRD
440 S. Church Street, Suite 900
Charlotte,
075 PAGE 1 OF 8
Ph 704-3 70
ne:
Iow60
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 8/10/16 COMPLETED 9/17/16 GROUND ELEVATION 780.2 ft HOLE SIZE(S) 9, 3.8 Inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 924574 EASTING 1684161
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY .O. Brown, J. Pendleton DC03195t WD BY C. Marchin DATE/TIME -
NOTES DATEITIME --
Q. �
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GRAVEL WITH SAND, brown (10YR 413).
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fine grained sand with large gravel/Gobble,
(on»plastic, non -cohesive, sharp contact FILL)
0'-105'4"x6" Sonic
(SP -SW) SAND WITH SILT, reddish yellow
(7.5YR 6/6), dry, fine grained sand with silt,
non -plastic, non -cohesive, sharp contact (FILL)
(CH) SANDY CLAY, red (2.5YR 5/6) and reddish
yellow (5YR 5/4) clay with fine grained sand,
5
moist, high plasticity, cohesive (SOIL)
5D-1
120
8'-9' Reddish yellow (5YR 6/6)
9'-12' Yellowish red (5YR 4/6)
10
...
12'-13.5' Olive (5Y 5/3)
(ML) SANDY SILT, yellowish brown (10YR 5/4)
and strong brown (7.5YR 5/8), wet, silt with fine to
15
120
medium grained sand, non -plastic, cohesive
(SOIL)
20
25

BORING NUMBER AB-9BRD
440 S. Church Street, Site 900
Charlotte, NO 2$202-2075 PAGE 2 OF 8
Phone: [phone]
,M)�
hdrinc.comnaaw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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12
(ML) SANDY SILT, yellowish brown (10YR 5/4)
and strong brown (7.5YR 5/8), wet, silt with fine to
-
medium grained sand, non -plastic, cohesive
(SOIL) (continued)
30
(CL) CLAY WITH SAND, yellowish red (5YR 4/6),
35
SD -4
120
wet, medium plastic, cohesive (SOIL)
Continued: large quartz feldspar gneiss cobble
40
(CH) CLAY WITH SAND yellowish red (5YR 5/6),
45
wet, high plasticity, cohesive, clay with fine
SD - 5
120
grained sand (SOIL)
50

BORING NUMBER AB-9BRD
440 S. Church Street, Suite 900
PAGE 3 OF B
Charlotte, 28202-2075
Phone: [phone]
F)
hdrinc.com/follow-us
CLIENT Duke EneW Carolinas PROJECT NAME Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stakes County, NC
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Continued: color change to light yellowish brown
(10YR 6/4)
55
SD -5
84
(SP) SAND WITH GRAVEL, brownish yellow
(10YR 6/6), dry, fine to medium grained sand with
-
fine gravel, non -plastic, non -cohesive, sharp
contact (SOIL)
(SC) CLAYEY SAND WITH GRAVEL, yellowish
60
brown (10YR 5/8) and olive brown (2.5Y 4/3),
moist, low plasticity/non-plastic,
cohesive/non-cohesive (SAPROLITE)
65
SD -7
120
Continued: highly weathered rack fragments, sharp
contact
(ML) SANDY SILT, dry, brownish yellow (10YR
6/6), silt with fine grained sand, non -plastic,
non -cohesive, micaceous (SAPROLITE)
70
Continued: relict quartz veins present
SD -8
84
75

BORING NUMBER AB-9BRD
440 S. Church Street, Suite 900
Charlotte,075 PAGE 4 OF 8
h
704-
Ildrnc.: ! X5700
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek -Post CSA Addlflanal Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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REMARKS
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75
(ML) SANDY SILT, dry, brownish yellow (10YR
6/6), silt with fine grained sand, non -plastic,
non -cohesive, micaceous (SAPROLITE)
77' Very hard drilling
PARTIALLY WEATHERED ROCK, dark grayish
olive (10GY 4/2), very weak, schistose
SD -9
36
80
SD-
84
10
Continued: sharp color change to strong brown
85
SD-
11
24
(7.5YR 5/6)
89' Sonic coring produced highly fractured
BIOTITE GNEISS, strong, black (GLEY1 2.5/N)
90
and greenish black (GLEY1 5G 2.5/1), schistose,
fresh (SOUND ROCK)
samples from which RQD could not be
calculated
RC -1
28
0
11
95
_
RC -2
46
0
100

BORING NUMBER AB-9BRD
441)5. Cl,uroi, Street, Suite 900
Charlotte, 2075 PAGE 5 OF 8
04-3-3
Phone: 738=6708-670 0
hdrinc,camlfollrnu-uS
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER. 10052280 PROJECT LOCATION Stokes County, NC
W Z
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100
BIOTITE GNEISS, strong, black (GLEY1 2.5/N)
and greenish black (GLEY1 5G 2.5/1), schistose
- -
(SOUND ROCK)
RC -3
60
0
105
104.4' Installed 6" PVC casing
RC -4
63
0
110
110' Mica, fine grained to coarse grained at
MICA SCHIST, strong, very dark greenish gray,
(GLEY1 3/5GY), schistose (SOLID ROCK)
depth, pyrite mineralization on fractures, thin
quartz and calcite veining
115
RC -5
50
0
120
120' Boring entered zone of highly weathered
(SD) SAND, medium, olive gray (5Y 4/2),
non -plastic, non -cohesive (SAPROLITE)
rock and/or potential relict structure from
riverbed (no material in core box)
SD-
SCA 2 originally identified as RC -6 in pictures
12
67
0
but changed to SC -12 on log
125

BORING NUMBER AB-9BRD
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 6 OF 8
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
W j
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U7 W
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REMARKS
Z3
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125
(SP -SM) POORLY GRADED SAND WITH SILT
AND GRAVEL, dense, dark gray (GLEY1 4/N),
wet, fine to coarse grain sand, subrounded to
125' Fragments of mica schist (as described
rounded, poorly sorted, non -plastic, non -cohesive
above) identified throughout, no material in
-
(SAPROLITE)
core box
130
SD -
D -
13
13
36
0
125'-135' SC -13 originally identified as RC -7 in
pictures but changed to SC -13 on log
135
135'-145' Core barrel separated from rods,
PVC casing in subsurface causing multiple
runs into hole, no rock recovered from run, no
material in core box
140
SD -
0
0
14
145
BIOTITE GNEISS, strong, black (GLEY1 2.5/N),
schistose (SOUND ROCK)
150

BORING NUMBER AB-913RD
440 S, 0hurci7 Street, Suite 900
Charlotte, NC 26202-2075 PAGE 7 OF 8
Phone: [phone]
hdrinc.com4ollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek- Post CSA Addltlonal Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
r w
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Q�-y
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DESCRIPTION
REMARKS
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150
BIOTITE GNEISS, strong, black (GLEY1 2.5/N),
schistose (SOUND ROCK) (continued)
154'-156' No sample recovered
155
156' Installed 4" PVC casing
SCHISTOSE MICA GNEISS, greenish black
(5BG 2.5/1), dark bluish gray (5PB 4/1), white
156'-196.3' Abundant fine grained biotite and
(7.5YR 8/1), and light bluish gray (5PB 7/1 and
muscovite with minor pyroxene and amphibole;
8/1), alternating fine grained schistose texture and
Gneissic bands consist of plagioclase and
gneissic texture, intensely foliated, slightly
quartz; Few almandine button porphyroblasts
weathered (SOUND ROCK)
156.5'-157.1' Joints: (x2) 30°-45', partially
open, Mn stained, thin calcite film
157.3'-158.5' Joints: (x3) 5°-20°, partially
160
open, Mn stained, thin calcite film
158'-175' Closed fractures with quartz
RC -7
88
33
mineralization throughout, dip sets ranging
from 5°-15°, 25°-45°, and 65"-90°
159'-160.3' Joints: (x5) 5°-10° and (x3) 70",
partially open, Mn stained, thin calcite film
160.8'-161.4' Joints: (x3) 5°-10° and (x1) 75°,
partially open, Mn stained, thin calcite film
161.8'-164.9' Joints: (x3) 10"-15°, (x3) 60%
and (x1) 85°, partially open, Mn stained, thin
calcite film
1.6
165.7'-166.9' Joints: (x1) 45° and (x3) Y-10',
partially open, Mn stained, thin calcite film
RC -8
100
99
168'-170' Joints: (x4) 5°-10°, partially open,
Mn stained, thin calcite film
170.5'-171.1' Joints: (x1) 30° and (x1) 15%
partially open, Mn stained, thin calcite film
173' Joint: 10°, partially open, Mn stained, thin
calcite film
-
173.7'-174.5' Joints: (x2) 45° and (x1) 5°,
partially open, Mn stained, thin calcite film
175

441 S. Church Street, Suite 900
Phone: [phone] NC 286700 75
Phone: e: 704-3 38-0 7 00
hdrinc.com/follow- u s
CLIENT Duke Enerav Carolinas
PROJECT NUMBER 10052280
180
185
RC -
10
RC -
11
I
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Q' Of
98 1 96
100 1 97
BORING NUMBER AB-9BRD
PAGE 8 OF 8
PROJECT NAME Bel ews Creek -Post CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
DESCRIPTION
SCHISTOSE MICA GNEISS, greenish black
(6BG 2.511), dark bluish gray (6PB 411), white
(7.5YR 8/1), and light bUulsh gray (5PB 711 and
811), alternating fine grained schistose texture and
gneisslc temure, Intensely foliated, slightly
weathered (SOUND ROCK) (continued)
REMARKS
174.8' Joint: 5', partially open, Mn stained, thin
calcite film
175'-196.3' Closed fractures with quartz
mineralitatlon throughout, dip sets ranging
from 5"-10°, W45', 50°-60°, and 70°-90'
176.9'-177.5 Jofnt: 55°, partially open, Mn
stained, thin calcite film
178'-179,1' Joints: (x3) 10°-15', partially open,
Mn stained, thin calcite flrn
181.7'-182.5' Joints: (x2) 20°, partially open,
Mn stained, thin calcite film
183.7'-184.5' Joints: (x2) 10° and (x1) 45°,
partially open, Mn stained, thin calcite film
186.5'-187' Joints: 10° and 85°, partially open.
Mn stained, thin calcite film
191.4'-192.5' Joints: (x2) 35° and (x1) 55°.
partially open, Mn stained, thin calcite film
193'-193.1' Joints: (x2) 5°, partially open. Mn
stained, thin calcite film 1 9.-.-
7ya 194.7-195.9' Joints: (x2) 20°-25" and (x2)
35°-40°, partially open, Mn stained, thin calcite
0
_ film
ca Boring terminated at 196.3', screened i
Bottom of borehole at 196.3 feet. set at 191'-196, monitoring well installed
9/17/16
0
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175
W Z
180
185
RC -
10
RC -
11
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Q' Of
98 1 96
100 1 97
BORING NUMBER AB-9BRD
PAGE 8 OF 8
PROJECT NAME Bel ews Creek -Post CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
DESCRIPTION
SCHISTOSE MICA GNEISS, greenish black
(6BG 2.511), dark bluish gray (6PB 411), white
(7.5YR 8/1), and light bUulsh gray (5PB 711 and
811), alternating fine grained schistose texture and
gneisslc temure, Intensely foliated, slightly
weathered (SOUND ROCK) (continued)
REMARKS
174.8' Joint: 5', partially open, Mn stained, thin
calcite film
175'-196.3' Closed fractures with quartz
mineralitatlon throughout, dip sets ranging
from 5"-10°, W45', 50°-60°, and 70°-90'
176.9'-177.5 Jofnt: 55°, partially open, Mn
stained, thin calcite film
178'-179,1' Joints: (x3) 10°-15', partially open,
Mn stained, thin calcite flrn
181.7'-182.5' Joints: (x2) 20°, partially open,
Mn stained, thin calcite film
183.7'-184.5' Joints: (x2) 10° and (x1) 45°,
partially open, Mn stained, thin calcite film
186.5'-187' Joints: 10° and 85°, partially open.
Mn stained, thin calcite film
191.4'-192.5' Joints: (x2) 35° and (x1) 55°.
partially open, Mn stained, thin calcite film
193'-193.1' Joints: (x2) 5°, partially open. Mn
stained, thin calcite film 1 9.-.-
7ya 194.7-195.9' Joints: (x2) 20°-25" and (x2)
35°-40°, partially open, Mn stained, thin calcite
0
_ film
ca Boring terminated at 196.3', screened i
Bottom of borehole at 196.3 feet. set at 191'-196, monitoring well installed
9/17/16
0
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03
2

BORING NUMBER AB -913
440 S. Church Street, Site 900
Charlotte,NC 28202-2075 PAGE 1 OF 4
Phone: 7G4-338-6700
F)l
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/22/15 COMPLETED 5/7/15 .--.-___-- GROUND ELEVATION 779.69 ft HOLE SIZE(S) 8, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 924587.65 EASTING 1684181.06
DRILLING METHOD 4 1/4" ID HSA 5 7/8" TMR HQ Core _. GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches T DATEITIME 7/7/2015 21.57 ft / Elev 758.12 ft
NOTES Active Ash Basin ---------------- ..._.. __ 1 DATE/TIME --
z
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DESCRIPTION
REMARKS
MONITORING LL
o
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��UZ
v
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W
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vai z
0
(ML) SILT, Yellowish Red, Non -Plastic, Dry, 0'- 5' Hand Augered
Noncohesive (FILL) Hole Sizes:
8"0'-87'
5" 87'- 98'
5
Continued: As Above Except Stiff, Reddish
SS - 1
4-6-7
(13)
15
Yellow
10
Continued: As Above Except Moist, Locally with
SS - 2
3-7-6
(13)
17
Clay
15
Continued: As Above Except Medium, Locally
SS -3
2(6)3
14
Sandy
20
Continued: As Above Except Stiff
SS -4
35-6
(11)
17
25

BORING NUMBER AB -9D
440 S. Church Street, Site 900
Charlotte,NC 28202-2075 PAGE 2 OF 4
Phone: [phone]
F)I
hd ri nc, comlfoltaw-u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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Lo'of
a
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REMARKS
WELL
W
❑
-j
mOUZ�0
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�U
ED
O
raq z
2
(ML) SILT, Medium, Yellow, Non Plastic, Moist,
SS -5
3-53
17
Non Cohesive, with Fine Sand (FILL)
30
Continued: As Above Except Wet
SS -6
27)3
18
35
SS -7
1-34
17
40
SS -8
4-33-3
18
45
Continued: As Above Except Soft
Zero Blowcounts Indicate SPT
LS
0-0-213
Advancement Under Weight of Rod and/or
(2)
Weight of Hammer
50

BORING NUMBER AB -913
440 S. Church Street, Site 900
Charlotte, NC 28202-2075 PAGE 3 OF 4
Phone: [phone]
hdri nc. com)fol low -u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
MONITOWNG
WELL
pv
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(ML) SILT, Very Stiff, Gray, with Some Sand
8
12
and Clay (FILL)
10
10
(20)
zo)
----------------------
(ML) SANDY SILT, Very Stiff, Yellowish Red,
Non -Plastic, Dry, Noncohesive, Micaceous
(SAPROLITE)
Continued: As Above with Gravel Layer
55
Continued: As Above Except Hard 55'- 56.6' Total Inorganics and TOC
_
SS-
10-18-25
13
Samples Obtained
11
(43)
60
_________
(SM) SILTY SAND, Yellowish Red, 60'- 62' Undisturbed Sample Obtained
Non -Plastic, Dry, Noncohesive, Micaceous
UD -1
(SAPROLITE)
62'- 65' Kd and Mineralogy Samples
Obtained
65
Continued: As Above Except Medium Dense
SS-
9-11-12
14
12
(23)
70
Continued: As Above Dense
SS-
12-9-32
12
-
13
(41)
75

BORING NUMBER AB -9D
PAGE 4 OF 4
PROJECTNAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stakes County, NC —
440 S. Church Street, Suite 900
Charlotte, 2$7 75
e
Phone: [phone]fl4
3
hdrinc.com/follow-us.
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER AB -9D
PAGE 4 OF 4
PROJECTNAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stakes County, NC —
SS - 1 35-5014"
15 E
3.
2
P
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LU
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`See AB-9BR for Lithology (86.
85.2' SPT Refusal
87'6" PVC Casing Installed Grouted to
Surface 04/28/15
Boring Terminated at 98' BGS
98' Reamed With 5" TMR
Monitoring Well Installed on 517/15
Bottom of borehole at 98.0 Feel. Well Screened Interval 90'- 95' BGS
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DESCRIPTION
REMARKS
MONnOMN©
WELL
Wov
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0065
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�
'
�5-5012"
6
(SIM) SILTY SAND, Hard, Yellowish Red,
1a
Non -Plastic, Dry, Noncohesive, Micaceous
(SAPROLITE) (continued)
SS - 1 35-5014"
15 E
3.
2
P
1e
LU
W
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`See AB-9BR for Lithology (86.
85.2' SPT Refusal
87'6" PVC Casing Installed Grouted to
Surface 04/28/15
Boring Terminated at 98' BGS
98' Reamed With 5" TMR
Monitoring Well Installed on 517/15
Bottom of borehole at 98.0 Feel. Well Screened Interval 90'- 95' BGS

AAn - ci.—t c";to onn
BORING NUMBER AB -9S
Charlotte, 28670 2075 PAGE 1 OF 2
-3
IM)7zPhone: 704-338-6700
hdrinc. co m!follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 mm........ PROJECT LOCATION . Stokes County, NC
DATE STARTED 4/22/15 COMPLETED 5/4/15 GROUND ELEVATION 779.74 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Walff, Inc. NORTHING 924582.6 EASTING 1684174.19
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douqlas CHECKED BY J. Catches DATE/TIME 7/7/2015 17.28 ft / Elev 762.46 ft
NOTES Active Ash Basin — .. 1 DATE/TIME --
u}7Z
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Y0CY
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¢
n�
UOj
DESCRIPTION
REMARKS
MONWELL
m0UZ
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v
LOU
uj
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tail z
*See AB -9D for Lithology*
Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
'a
U'
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W
K
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m 10
S
r
N
O
a
c7
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m
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a_
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m 15'
A
N_
N
m
❑
-
mQP
J
m
7
❑
H
m
H
20
20'- 21' Total Inorganics and TOC Samples
o
J
Obtained
Z
O
m
Q
z
J
Q
U
S
F
K
z 25

F)7Z440 S. Church Street, Suite 900
Charlotte, 28 75
Phone: [phone]
hdrinc.com/follow-us
CLIENT . Duke Energy Carolinas
PROJECT NUMBER _244829__
BORING NUMBER AB -9S
PAGE 2 OF 2
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
"See AB -9D for Lithology"
Boring Terminated at 31' BGS
Monitoring Well Installed on 5/4/15
Well Screened Interval 13'- 28' BGS
Bottom of borehole at 31.0 feet.
u7 zCn
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LU
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DESCRIPTION
REMARKS
TOMW
mo WELL
w
CL
mL)Z
QO
Lew
O
cn z
of
"See AB -9D for Lithology"
Boring Terminated at 31' BGS
Monitoring Well Installed on 5/4/15
Well Screened Interval 13'- 28' BGS
Bottom of borehole at 31.0 feet.

An c rrk--k Co--$ onn
BORING NUMBER AB-9GTB
Charlotte, NC 28202-2875 -- PAGE 1 OF 2
Phone: [phone]
7
F)1
hdrl n c. cam Ifol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC m
DATE STARTED 4/24/15 COMPLETED 4/25/15 GROUND ELEVATION 779.52 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff,_Inc. NORTHING 924584.2 EASTING 1684177.11
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATEITIME -
NOTES Active Ash Basin ...... DATE/TIME -
Z3
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DESCRIPTION
REMARKS
MDa TOR1NG
WELL
CL
m0>
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1y0
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gd
UZ,
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w O
Ual Z
*See AB -91) for Lithology*
Borehole Advanced for Purpose of
Obtaining Samples
5
10
15
20
25

BORING NUMBER AB-9GTB
440 S. Church Street, Suite 900
IWC 28202-2075 PAGE 2 OF 2
Phone: [phone]h
F)ICharlotte,
d ri nc. comlfol low-u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek.- CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
C
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DESCRIPTION
REMARKS
nownnR
ELLm=>w
INGa0QO
0oo
0
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wU
O
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25
*See AB-9D for Lithology*
30
45' Kd, Mineralogy, Total Inorganics and
35
40
45
`
TOC Samples Obtained
45'- 47' Undisturbed Sample Obtained
ND-1
Boring Terminated at 47' BGS
Grouted to Surface on 4/25/15
Bottom of borehole at 47.0 feet.

BORING NUMBER BG-1D
440 S, Church Street, Sulte 900
Charlotte, NO 28202-2075 PAGE 1 OF 3
Phone: [phone]
hdri n c. ro m Ifol low-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/26/15 COMPLETED 4/3/15 GROUND ELEVATION 805.63 ft HOLE SIZE(S) 8, 5.9, 18 inches
DRILLING CONTRACTOR Parratt-Wolff. Inc. — NORTHING 929473.28 EASTING 1686139.35
DRILLING METHOD 4 114" ID HSA 5 718" TMR HO Core GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches _ DATE/TIME 7/7/2015 48.09 ft / Elev 757.54 ft
NOTES NE of Active Ash Basin 1 DATE/TIME ---
Z
9
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DESCRIPTION
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REMARKS
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p
CL
av
-1
c
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0
(ML) SILT, Stiff, Red (2.5YR 4/8), Non Plastic, 0'- 5' Hand Augered
Dry, Non Cohesive (SOIL) Hole Sizes:
8" 0'- 40'
5.9" 40'- 52'
3.8" 52'- 57'
1'- 2' Total Inorganics and TOC Samples
Obtained
5
Continued: As Above Except Soft
SS-1
1-1-2
(3)
7
Continued: As Above Except Medium Stiff,
a
SS-2
24-4
7
Reddish Yellow (5YR 6/6)
f7
(e)
1
W
K
U
Cn
10
Continued: As Above Except Reddish Yellow 11'- 12.5' Total Inorganics and TOC
w
n
N
F
ss - s
4(8�
7
(7.5YR 8/6) Samples Obtained
G
z
a
0
CJ
15
_N
N
Continued: As Above Except Stiff, Reddish
F--
3-4-5 -5
8
Yellow (7.5YR 8/6)
)J
D
PD
N
20
V
Q
J
Continued: As Above Except Very Stiff, Light 21'- 22.5' Total Inorganics and TOC
SS-5
4-
8
Brown (7.5YR 6/4), Trace Organic Material Samples Obtained
(22)
(zz)
(SAPROLITE)
0
x
W
Z 25

BORING NUMBER BG-1D
1418, Church Street, Suite 900
Charlotte. NC 28202-2075 PAGE 2 OF 3
Phone:704-338-G700
hdrinc-corn/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA. Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC .-,
L�L z
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FLu
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DESCRIPTION REMARKS
m+or rroLaL+HG
pv
av_
m0Z
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WO
L)
Qo
W w
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CO z
25
(ML) SILT, Very Stiff, Light Brown (7.5YR 6/4),
Non -Plastic, Dry, Nocohesive, Trace Organic
Material, (SAPROLITE) (continued)
SS - s
J23-22�-21Continued:
As Above Except Hard, Strong
-
Brown (7.5YR 5/6), Moist
30
I.
Continued: As Above Except White (7.5YR 8/1), 31'- 32.5' Total Inorganics and TOC
SS-7
26-16-17
with Fine Gravel Samples Obtained
(35)
Continued: As Above Except
35
SAPROLITE/WEATHERED ROCK)
SS •.
5cur
40
40' Auger Refusal
41' 6" PVC Casing Installed, Grouted to
Surface 03/27/15, Began HQ Coring
QUARTZ-FELDSPAR GNEISS, Strong, Light 42' - 44' Slightly to Moderately
100
44
Brownish Gray (10YR 6/2), Medium Foliated Decomposed, Moderately to Intensely
'
RC - 1
(FRACTURED/WEATHERED ROCK) Fractured
43.1' Joint, 65°, Open, Heavy Fe and Mn
'
i
Staining, Rough
45
Continued: As Above Except Strong to Very 44.4' Slightly Decomposed, Some Fe and
'
Strong, Very Dark Gray (N3), Micaceous Mn Staining, Micaceous
(SOUND ROCK)
!
RC - 2
100
86
47' - 57' Lost Circulation
i
Y
-
t 50

pill
0
Z
it
0
m
BORING NUMBER BG -1D
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
REMARKS
QUARTZ -FELDSPAR GNEISS, Strong to Very 50.2' - 52.2' Heavy Fe Staining
Strong, Very Dark Gray (N3), Medium Foliated,
100 68 Micaceous (SOUND ROCK) (continued) i
100 1 100
Bottom of borehole at 57.0 feet.
Boring Terminated at 57' BGS
Monitoring Well Installed on 4/3/15
Well Screened Interval 47'- 52' BGS
WELL
S. Church Street, Suite 900
Charlotte, 28 75
F:)7Z440
Phone: [phone]
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CLIENT Duke Enerny Carolinas
PROJECT NUMBER 244829
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PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
REMARKS
QUARTZ -FELDSPAR GNEISS, Strong to Very 50.2' - 52.2' Heavy Fe Staining
Strong, Very Dark Gray (N3), Medium Foliated,
100 68 Micaceous (SOUND ROCK) (continued) i
100 1 100
Bottom of borehole at 57.0 feet.
Boring Terminated at 57' BGS
Monitoring Well Installed on 4/3/15
Well Screened Interval 47'- 52' BGS
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PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
REMARKS
QUARTZ -FELDSPAR GNEISS, Strong to Very 50.2' - 52.2' Heavy Fe Staining
Strong, Very Dark Gray (N3), Medium Foliated,
100 68 Micaceous (SOUND ROCK) (continued) i
100 1 100
Bottom of borehole at 57.0 feet.
Boring Terminated at 57' BGS
Monitoring Well Installed on 4/3/15
Well Screened Interval 47'- 52' BGS
WELL

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BORING NUMBER BG -1S
Charlotte,NC 28202-2075 PAGE 1 OF 2
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CLIENT Duke Energy Carolinas _.... ._ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County NC
DATE STARTED 3/26/15 COMPLETED 4/3/15 GROUND ELEVATION 805.18 ft _ HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 929469.73 EASTING 1686141.78
DRILLING METHOD 4 1/4” ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATEITIME 717/2015 --- Dry
NOTES NE of Active Ash Basin DATEITIME ---
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Boring Advanced for the Purpose of
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15'- 16.9' Undisturbed Sample Obtained
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BORING NUMBER BG -1S
440 S. Church Street, Suite 900
Charlotte, 28202-2075
PAGE 2 OF 2
Phone: 7 7x4-3-3 3$-87x0
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CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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41'- 42' Total Inorganics and TOC Samples
SS -2
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Obtained
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Boring Terminated at 43' BGS
Monitoring Well Installed on 4/3/15
Well Screened Interval 26'- 41' BGS
Bottom of borehole at 43.0 feet.
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BORING NUMBER BG-2BR
S. Church Street, Sulte 900
Charlotte, 2075 PAGE 1 OF 6
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/25/15 COMPLETED 4/10/15 GROUND ELEVATION 810.05 ft HOLE SIZE(S) 10,.5.9,_4..9._inches
DRILLING CONTRACTOR _Parratt-Wolff, Inc. NORTHING 929471.79 EASTING 1687480.08
DRILLING METHOD 10" and 4 7/8" TMR HQ Core GROUND WATER LEVELS:
LOGGED BY S. Liiek _ CHECKED BY J. Catches DATE/TIME 7/7/2015 45.55 ft / Elev 764.50 ft
NOTES NE of Active Ash Basin 1 DATEITIME --
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Hole Sizes:
10" 0' - 65'
5.9" 65'- 80'
4.9" 80'- 129.5'
5
10
15
20
25

BORING NUMBER BG-2BR
S. Churg Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 6
F)7Z440
Phvne,704-338-0700
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CLIENT Duke Energv_Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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BORING NUMBER BG-2BR
440 S. Church Street, suite 900
Ch, NC 28202-2075 PAGE 3 OF 6
Phone: one:704-338.6700
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hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, INC
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80' Reamed With 5 7/8" TMR, 5" PVC
60
65
Casing Installed, Grouted to Surface
70
75

BORING NUMBER BG-2BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 4 OF 6
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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*See BG -2D for Lithology (0'-80')*
80
MICA SCHIST, Strong, Very Dark Gray (N3) to 80' Fresh to Slightly Decomposed, Slightly
Black (N2.5), Thinly Foliated, with Garnet to Moderately Fractured
(SOUND ROCK) Joints (4), Intersecting, 30°, Tight to
Partially Open, Rough
81.4' Some Mn and Fe Staining
RC -1
84
84
_
85
AUGEN GNEISS, Strong, Very Dark Gray (N3) 86' Gradational Contact
to Black (N2.5), Thinly Foliated to Thinly 86' Undulating Foliation, Less Fractured,
RC -2
96
96
Banded, Schistose, with Garnet (SOUND Locally Micaceous and Garnet Rich
ROCK)
90
89.5' Joints, Irregular Orientation, Steeply
Dipping, Pitted to Healed, Soft Calcite (?)
Mineralization
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100
98
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Continued: As Above Except White (N8) to Dark 94.5' Joints, 300, Parallel, Fresh
Gray (N4), Thinly to Medium Banded,
Micaceous, with Trace Garnet
-
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100
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BORING NUMBER BG-2BR
Charlotte, NC 28202-2075 PAGE 5 OF 6
11111111M)l Phone: 744-33"700
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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AUGEN GNEISS, Strong, White (N8) to Dark
Gray (N4), Thinly to Medium Banded, with
Quartz Veins (SOUND ROCK) (continued)
RC -5
100
100
RC -a
100
148
107.4'- 108' Fracture Zone, 0° to 20°,
Slickensides
109' Joints, 0° to 90°, Healed
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Continued: As Above Except Increasing
Abundance of Mafic Minerals
RC -7
100
100
RC -8
98
98
120
RC -9
100
98
-
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' 125
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BORING NUMBER BG-2BR
440 S. Church Street, Sulte 900
PhNC 28202-2075
PAGE 6 OF 6
Phone- one:704-338-8700
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CLIENT Duke Energy Carolinas PROJECT NAME . Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC _
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AUGEN GNEISS, Strong, White (N8) to Dark
125.5' Joints Along Foliation, Likely
Gray (N4), Thinly to Medium Banded (SOUND
Mechanical
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RC-
100
98
10
Boring Terminated at 129.5' BGS
Monitoring Well Installed on 04/10/15
-
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Bottom of borehole at 129.5 feet.
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BORING NUMBER BG-2BRA
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 5
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes CountV. NC
DATE STARTED 1 3/21/17 COMPLETED 3/28/17 _ GROUND ELEVATION 811.166 ft HOLE SIZE(S) 12, 5, 4 inches
DRILLING CONTRACTOR Geologic Exploration, Inc. NORTHING 929488.086 EASTING 1687464.378
DRILLING METHOD _Hollow Stem Auger, Trf-Cone Rqtary, HCl Core GROUND WATER LEVELS:
LOGGED BY M. Sheehan CHECKED BY S. Abernathy DATE/TIME --
NOTES DATEITIME ---
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0'-70' 12"
70'-75' 5"
75'-104' 3.8"
5
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BORING NUMBER BG-2BRA
440 S. Church Slreel, Suite 900
Charlotte, 28202-2075 PAGE 2 OF 5
Phone:[phone]-G7Q0
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CLIENT Duke Energy Carolinas _ PROJECT NAME Bel ews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County,_ NC
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30
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40
45
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BORING NUMBER BG-2BRA
440 S, Church Street, Suite 900
Charlotte, NC 286112-2075 PAGE 3 OF 5
Phone: [phone]
hd ri n C.Com Ifatl ow-u s
CLIENT fluke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes Countyr NC
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55
60
65
65' Difficult drilling
70
70' Auger refusal, 5"PVC casing installed,
boring advanced to 75' with roller cone
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BORING NUMBER BG-2BRA
14115* Church Streel, Suite 900
Ch28202-2075 PAGE 4 OF 5
Phone, one'704-3-338-6700
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additlonal Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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BIOTITE GNEISS, very strong, dark gray (N4)
75' Begin HQ core
and vwhite (Na), very rine grained, schistose,
-
flne felsic bands, very thin subhorizontal
foliation, fresh, occasional steeply dipping
infilled fractures; exhibits apparent sheared
fabric (SOUND ROCK)
77.9' Jo;nt
80
81.2' and 81 7' Fractures
82.1' Fracture
-
82.8' Fracture
83.1' Fracture
83.5' Fracture
83.7' Fracture
85
Continued: increasingly felsic
84.5' Fracture
88.5' a3ul 8&.8' Fractures
90
89.4' Fracture
90.6' Fracture
95
95.8'-96.2' Fracture - vertical
97' Slight loss of circulation
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440 S. ChuFch Street, Sufte 9.00 BORING NUMBER BG-2BRA
Phone: 7, -3 28202-2075 PAGE 5 OF 5
Phone: 7E14-338-6700
hd ri n c.eo tri fol low- us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DESCRIPTION
BIOTITE GNEISS, very strong, dark gray (N4)
and white (N8), very fine grained, schistose,
fine felsic bands, very thin subhorizontal
foliation, fresh, occasional steeply dipping
infilled fractures, exhibits apparent sheared
fabric (SOUND ROCK) (continued)
Bottom of borehole at 104.0 feet.
IWWTA/AVG -9
103.7' Fracture - 0°, clean
Boring terminated at 104', screened interval
set at 98'-103', monitoring well installed
3/28/17
ph = 7 prior to placement of grout
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BIOTITE GNEISS, very strong, dark gray (N4)
and white (N8), very fine grained, schistose,
fine felsic bands, very thin subhorizontal
foliation, fresh, occasional steeply dipping
infilled fractures, exhibits apparent sheared
fabric (SOUND ROCK) (continued)
Bottom of borehole at 104.0 feet.
IWWTA/AVG -9
103.7' Fracture - 0°, clean
Boring terminated at 104', screened interval
set at 98'-103', monitoring well installed
3/28/17
ph = 7 prior to placement of grout
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BORING NUMBER BG -2D
S. Church Street, Suite soa
Charlotte, 28202 2075 PAGE 1 OF 4
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Phone: [phone]
hdrinc.com/foflow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County -NC
DATE STARTED 3/23/15 COMPLETED 3/30115 GROUND ELEVATION 809.95 ft HOLE SIZE(S) 12, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff. Inc. ... NORTHING 929467.23 EASTING 1687483.75
DRILLING METHOD 8 1/4" ID HSA! 5 7/8" TMR. HO Core GROUND WATER LEVELS:
LOGGED BY M. Phillips CHECKED BY J. Catchos T DATErnME 71712015 46.03 ft / Elev 763.92 ft
NOTES NE of Active Ash Basin _........ 1 DATE(rIME ---
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(ML) SILT, Red (2.5YR 4/6), Non -Plastic, Dry, 0'- 5' Hand Augered
Noncohesive, WIth Clay (SOIL) Hole Sizes:
12" 0'- 65'
5.91,651- 80'
T- 2' Total Inorganics and TOC Samples
Obtained
5
Continued: As Above Except Stiff, with Relict Mn 10' 11.5' Total Inorganics and TOC
i
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�-6
9
Veins Samples Obtained
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As Above Except Medium Stiff,
iContinued:
*S_2
8
Yellow (10YR 8/6)
-6-4
f
(ML) SILT WITH SAND, Stiff, Very Pale Brown
(10YR 8/4), Non -Plastic, Dry, Noncohesive,
j
with Rellct Mn Veins (SOIL)
i
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20
20'- 21.5' Total Inorganics and TOC
>
3
Ls
45-6
11
Samples Obtained
0
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BORING NUMBER BG -2D
444 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 4
Phone: 70433$•6700
hdrina.comffol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment ....
PROJECT NUMBER 244829 PROJECT LOCATION Stokes C unty. NC
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(ML) SILT WITH SAND, Stiff, Very Pale Brown
sS - 4
5-5-7
12
(10YR 8/4) and Light Red (2.5YR 616),
(12)
Non -Plastic, Dry, Noncohesive, with Relict Mn
Veins (SOIL)
30
Continued: As Above Except Red (2.5YR 5/8), 30'- 31.5' Total Inorganics and TOC
-54't-612
ks
Pale Brown (2.5Y 8/3), with Fine Grained Sand Samples Obtained
(10)
I. 35
Continued: As Above with Fine Quartz
w
SS -6
5-5-7
(12)
14
Fragments
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40
Continued: As Above Except Reddish Yellow
i
3-5-
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12
(7.5YR 6/6), Moist, with Trace Clay
i
3
_45
(SM) SILTY SAND, Medium Dense, Reddish
SS - B
6-7-11
8
Yellow (7.5YR 6/6), Non -Plastic. Moist,
(1e)
Noncohesive, with Mn Veins (SOIL)
-
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BORING NUMBER BG -2D
440 S. Church Street. Suite 900
NC 28202-2075 PAGE 3 OF 4
IIIIIIIIII)RCharlotte.
one:704-338-6100
Phone:
hdrinc.comlfoilow-us
CLIENT Duke Ener-gyCarollras PROJECT NAME Belews Creek - CSA•Groundwatar Assessment ...
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County.. NC
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(SM) SILTY SAND, Medium Dense, Brownish
SS -9
7-6-11
17
Yellow (10YR 6/6). Non -Plastic, Moist,
(17)
Noncohesive (SOIL)
55
Continued: As Above Except Dense, Yellowish
I
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&12-19
18
Brown (10YR 5/6), Dry (SAPROLITE)
-
10
(31)
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3
Continued: As Above Except Very Dense, 60'- 60.3' Total Inorganics and TOC
!2&11
_
SS -
5013-
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Yellowish Brown (10YR 4/6) Samples Obtained
(SAPROLITE/WEATHERED ROCK)
i
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65' SPT Refusal, 6" PVC Casing Installed,
65
0
Grouted to Surface, Began HO Coring
MICA SCHIST, Strong, Very Dark Gray (N3), 3128/15
65'- 70' Well Point (Falling Head)
SS-
std"
1z
Medium Banded (WEATHERED/FRACTURED
Permeability Test Conducted 3/25/15
-
ROCK)
65' - 68.5' Intensely Fractured, Joints,
s
Partially Open to Open, Some Surface
Staining, Fe and Mn Mineralization
RC -1
54
22
HORNBLENDE SCHIST, Strong, Bluish Black 68.5'- 80' Moderately Decomposed,
(10B 2.5/1), Medium Banded Moderately Fractured, Joints, Partially
?
Open, Calcite Filled, Fe and Mn Stained
70
Continued: As Above Except SOUND ROCK
a
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71.6'- 72' Total Inorganics and TOC
Sample Obtained
RC -2
96
54
75

F)�Z440 S. Church Street, Sulte 900
Charlotte, NC 28202.2075
Phone: [phone]W
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CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER BG -2D
PAGE 4OF4
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
Continued: As Above Except SOUND ROCK
(continued)
75' High Angle Fracture at 70°
a 100 66 78' Joints, Vertical, Healed, Quartz and
l Calcite Mineralization
Boring Terminated at 80' BGS
Monitoring Well Installed on 3/3/15
Well Screened Interval 70' - 75' BGS
Bottom of borehole at 80.0 feet.
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75
Continued: As Above Except SOUND ROCK
(continued)
75' High Angle Fracture at 70°
a 100 66 78' Joints, Vertical, Healed, Quartz and
l Calcite Mineralization
Boring Terminated at 80' BGS
Monitoring Well Installed on 3/3/15
Well Screened Interval 70' - 75' BGS
Bottom of borehole at 80.0 feet.
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BORING NUMBER BG -2S
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/26/15 COMPLETED 3/27/15 GROUND ELEVATION 809.72 ft HOLE SIZE(S) 8inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 929463.08_ EASTING 1687486.74
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Phillips CHECKED BY J. Catches DATE/TIME 71712015 _4.7_.63 ft / Elev 762.09 ft
NOTES NE of Active Ash Basin — 1 DATEITIME -
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BORING NUMBER BG -2S
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CLIENT Duke Energy Carolinas _...... PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Countv, NC
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40'- 41.5' Total Inorganics and TOC
40
SS - 1
Samples Obtained
45
Water Level 45.6' BGS During Drilling
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440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
Phone: 704-338..-6700
hdrinc.com[foklow-us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER BG -2S
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
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55'- 57' Undisturbed Sample Obtained
55' - 60' Kd, HFO, TOC, and Mineralogy
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440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 3
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CLIENT Duke Energy Carolinas PROJECT NAME . Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/12/15 COMPLETED _5/15/15 GROUND ELEVATION 841.72 ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. _. NORTHING 922175.91 EASTING 1680643.03
DRILLING METHOD 4 1/4" ID HSA, 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATE/TIME 7/712015 28.74 ft / Elev 812.98 ft
NOTES SW of Active Ash Basin 1 DATE/TIME ---
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(ML) SILT, Red (2.5YR 4/8), Non -Plastic, Hole Sizes:
Moist, Noncohesive (SOIL) 10" 0'- 56'
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5.9" 56'- 71'
5
Continued: As Above Except Medium, Light Red
SS -1
53-4
18
(2.5YR 6/8)
10
10'- 16.5' Organic Staining
SS -2
2(5)
18
15
Continued: As Above Except Soft
�SS-3
1-1-2
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Continued: As Above Except Stiff, Pink (5YR
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6-7-7
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BORING NUMBER BG -3D
4418, Church Street; Suite 900
Charlotte, NC 28202 -2075 PAGE 2 OF 3
Phone: [phone]
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CLIENT Duke Ener4Y Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County, NC
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6/8), Non -Plastic, Moist, Noncohesive, with
(e)
Fine Sand (SOIL)
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Continued: As Above Except Reddish Yellow
2-2-3
18
(5YR 6/8)
35
(SM) SILTY SAND, Medium, Light Yellowish
3-4-4
18
Brown (2.5YR 6/4), Non -Plastic, Wet,
(e)
Noncohesive, Fine Grained (SOIL)
40
(ML) SILT, Stiff, Light Yellowish Brown (10YR
SS -8
1-3-7
18
6/4), Non -Plastic, Wet to Moist, Noncohesive,
(10)
with Some Fine Sand (SOIL)
45
(SP) SAND WITH GRAVEL, Medium Dense,
12-7-7
12
White (10YR 811), Micaceous (SAPROLITE)
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(1a)
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BORING NUMBER BG -3D
440 S. Church Street, Suite 900
Charlotte, 28202 7.x}75 PAGE 3 OF 3
Phone. [phone]
hdrine.com/foltow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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(SP) SAND WITH GRAVEL, Medium Dense,
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(23)
(continued)
51.1'- 57.3' Joint, Vertical, Healed, Mn
Mineralization
55
SS-
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2.4
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MICA GNEISS, Moderate to Weak, Light Olive
56' Auger Refusal, Reamed With 10" TMR,
IRC -1
86
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Brown (2.5YR 5/4), Thinly Foliated
6" PVC Casing Installed, Grouted to
(WEATHERED/FRACTURED ROCK)
Surface, Began HQ Coring
56'- 62' Moderately to Highly Decomposed,
Intensely Fractured
,RC - 2
86
26
56'- 57.3' Foliation Joints, 15°, Open, Mn
Staining
Moderate to Highly Decomposed, Intensely
a
60'
RC -3
65
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Fractured
60.3' Joint, 70°, Tight, Mn Mineralization
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62'- 65' Foliation Joints, Tight, Mn Stained
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Strong, Dark Grayish Brown (2.5Y 4/2)
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71
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66'- 66.8' Highly Decomposed, Intensely
Fractured
a
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66.8'- 71' Fresh, Moderately to Intensely
90
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QUARTZ FELDSPAR GNEISS, Strong, Bluish
Fractured
Gray (10B 6/1), Gneissic, Thinly Foliated
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(SOUND ROCK)
a. .• .
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RC -7
100
67'-
70
Boring Terminated at 71' BGS
Monitoring Well Installed on 05/15/15
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Well Screened Interval 62'- 67' BGS
Bottom of borehole at 71.0 feet.
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PROJECT: Belews Creek WELL / BORING NO: BGSBA
PROJECT NO: 1026.204 STARTED: 7/26/17 COMPLETED_ 7/26/17
DRILLING COMPANY: Geologic Exploration NORTHING: 929482.39 EASTING: 1686159.06
DRILLING METHOD: GeoProbe G.S. ELEV: ft M.P. ELEV: NA ft
BOREHOLE DIAMETER 31N DEPTH TO WATER: ft TOC TOTAL DEPTH: 22.0 ft BGS
NOTES: j LOGGED BY: A. Albert CHECKED BY: A. Lefitc
= 0 to J j H WELL
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CL 0 0 DESCRIPTION 2 0 O a
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CL Stiff, dark red orange silty clay, non-cohesive,
non-plastic.
5
Stiff, dark red orange silty clay mottled with white tan
CL fine-grained sand and some organic matter.
Non-cohesive, non-plastic.
`
Sc Mostly fine-grained sand with red orange silty clay.
SM
i 5 —
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Sc Mostly fine-grained sand with red orange silty clay and
SM intervals of white quartz partially weathered rock.
20
Dark brown red sandy silt grading to gray as depth
ML increases, bottom foot is partially weathered rock.
Geo robe refusal at 22 feet below ground surface.
25
30
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PROJECT LOCATION: Belews Creek, NC
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Rever Street, Suite 220
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Greenville, South Carolina 29601
Phone: [phone]
PAGE 1 OF 1

PROJECT: Belews Creek
WELL / BORING NO: BGSB-2
PROJECT NO. 1026.20
STARTED: 7/26/17 COMPLETED: 7/26/17
NORTHING: 929513.97 EASTING: 1687460.87
DRILLING COMPANY: Geologic Exploration
DRILLING METHOD: GeoProbe
G.S. ELEV: ft M.P. ELEV: NA ft
BOREHOLE DIAMETER: 3 IN
DEPTH TO WATER: ft TOC TOTAL DEPTH' 35,0 ft BGS
NOTES:
LOGGED BY: A. Albert CHECKED BY: A. Lefitz
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Stiff, red orange, silty clay with fill gravel at top of run.
ML
Non -cohesive, non -plastic.
5
Stiff, red orange, silty clay with fill gravel at top of run
CL
and more sandy layers than above. Clay sand mottling
ML
fine grained sand and some organic matter.
Non -cohesive, non -plastic.
SM
Silty, fine-grained sand mottling large sandy interval in
bottom 1.5 feet. Uncosolidated, non -plastic.
15
SMSilty,
fine-grained sand mottling. Uncosolidated,
non -plastic.
20
Silty, fine-grained sand mottling, more fine-gralned
SM
sandy layers than above. White, fine sand layer and
sandy bottom of run beginning at 23.5: feet` below
ground surface. Uncosolidated, non -plastic.
25
Silty, fine-grained sand mottling, more fine-grained
SM
sandy layers than above and some quartz partially
weathered rock fragments. Uncosolidated, non -plastic.
30
Silty, fine-grained sand mottling, more flee -grained
sandy layers than above and some quartz partially
SM
weathered rock fragments. Dark gray partlally
weathered rock at 33.2 feet below ground surface.
Non -cohesive, non -plastic.
35-
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Coordinates obtained with hand held GPS unit.
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u SynTerra PROJECT LOCATION: Belews Creek, NC
148 River Street, Suite 220
Greenville, South Carolina 29601
svnTerra Phone: [phone] PAGE 1 OF 1

PROJECT: Belews Creek
WELL / BORING NO: BGSB-3
PROJECT NO: 1026.20
STARTED:
NORTHING:
7/26/17
922165.53
COMPLETED:
EASTING:
7/26/17
1680651.34
DRILLING COMPANY: Geologic Exploration
DRILLING METHOD: GeoProbe
G.S. ELEV:
ft
M.P. ELEV:
NA ft
BOREHOLE DIAMETER: 3 IN
DEPTH TO WATER: ft TOC
TOTAL DEPTH:
25.0 ft BGS
NOTES:
LOGGED BY:
A. Albert
CHECKED BY:
A. Lefitz
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CL Stiff, red orange silty clay with organics, non -cohesive,
non -plastic.
5 .............
Stiff, dark red silty clay mottled with white tan fine sand
and some dark brown organic matter. Non -cohesive,
non -plastic.
10
Stiff, dark red silty clay mottled with white tan fine sand
tCLand less dark brown organic matter than above. Slightly y
moist, non -cohesive, non -plastic.
15 ............
SC Fine sand mottled with orange to light red silty clay with
organic lenses.
20 .. _..
'Fine sand mottled with orange to light red silty clay with
SC organic lenses and some layers of coarse sand with
quartz and mica grains.
30
35
1'a 40
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Coordinates obtained with hand held GPS unit.
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LU CLIENT: Duke Energy Carolinas, LLC
w SynTerra PROJECT LOCATION: Belews Creek, NC
0 148 River Street, Suite 220
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SyC7Tert'd Greenville, South Carolina 29601
°o Phone: [phone] PAGE 1 OF 1

AAn a rH,, k et.., a„i#e onn
BORING NUMBER BG -3S
Charlotte, NC 2820.2-2075 PAGE 1 OF 2
111111110) Phone: [phone]
hdrinc. comtf of low•us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/12/15 COMPLETED 5/13/15 GROUND ELEVATION 842.46 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff,_ Inc...._...... NORTHING 922181.41 EASTING 1680644.11
DRILLING METHOD 4 1/4” ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches -1 DATEITIME 7/7/2015 30.66 ft / Elev 811.80 ft
NOTES SW of Active Ash Basin 1 DATE(nME --
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Boring Advanced for Purpose of Obtaining
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1'- 2' Total Inorganics and TOC Samples
Obtained
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10'- 12' Total Inorganics and TOC Samples
10
Obtained
15
20'- 22' Total Inorganics and TOC Samples
.ti
20
Obtained
25

BORING NUMBER BG -3S
440 S. Church Street, Sulte 900
28272-2075 PAGE 2 OF 2
Phone: T04-338-6700
,M)Phone: 7, -3
hdrlmc.co mlfollow-us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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27'- 28' Total Inorganics and TOC Samples
Obtained
30
30'- 32' Total Inorganics and TOC Samples
Obtained
-
Water Level 30.7' BGS 05/14/15 0800
33'- 34' Total Inorganics and TOC Samples
Obtained
H:
35
.
40
40'- 42' Undisturbed, Kd and HFO Samples
Obtained
UD -1
42'- 43' Total Inorganics, TOC and
Duplicate Samples Obtained
Boring Terminated at 44' BGS
Monitoring Well Installed on 05/13/15
Well Screened Interval 25'- 40' BGS
Bottom of borehole at 44.0 feet.

BORING NUMBER GWA-1 BR
440 S. Church Street, Site 900
Charlotte, 2075 PAGE 1 OF 6
Phone: [phone]
hdrin c.com (follow -u s
CLIENT Duke Energy Carolinas PROJECT NAME Bel ews Creek -Post CSA Addltional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 9/15/16 COMPLETED 9/17/16 GROUND ELEVATION 741.3 ft HOLE SIZE(S) 9, 3,8 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 929331 EASTING 1682261
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY O. Brown, 0: Bishuk CHECKED BY C.. Marchln -TDATE/TIME 9!1912016 93.80 ft / Elev 647.50 ft
NOTES .._........ _ 7 DATEITIME ---
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(SW) SAND, yellowish red (51eR 4/6), dry, fine to
medium, some coarse, non -plastic, non -cohesive.
mfcaceous (SAPROL;TE)
Continued: color change to brown (7.5YR 6/4)
5
Continued color change to yellowish red (5YR 5/6)
10
(SM) SILTY SAND, yellowish brown (10YR 5/4),
15
rnofst, fine, some medium and coarse,
non -plastic, non -cohesive, micaceous
(SAPROLITE)
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25

BORING NUMBER GWA-1 BR
44(}S. Church Street, Sulte1011
Charlotte, NC 28202-2075 PAGE 2 OF 6
Phone; 704-338-6700
lid rine. comlf oll ow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additionai Assessment ..
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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(SM) SILTY SAND, yellowish brown (10YR 5/4),
moist, fine, some medium and coarse,
non-plastic, non-cohesive, micaceous
(SAPROLITE) (continued)
t
ML} SANDY SILT, brownish yellow (10YR 6/6),
wet, non-plastic, cohesive, micaceous
(SAPROL ITE)
(SM) SILTY SAND, dark yellowish brown (10YR
4/6), wet, fine to medium, non-plastic,
�.
non-cohesive, micaceous (SAPROLITE)
(SW-SM) SAND WITH SILT, brown (10YR 5/3),
moist; fine to medium, non-plastic, non-cohesive,
micaceous (SAPROLITE)
35
(CL) SANDY CLAY, brown (10YR 5/3), wet, low
plasticity, cohesive (SAPROLITE)
(SW) SAND, brown (10YR 5/3), moist, fine to
40
coarse, non-plastic, non-cohesive, micaceous
(SAPROLITE)
(SC) CLAYEY SAND, light olive brown (2.5Y 5/4),
45
wet, fine, medium plasticity, cohesive
(SAPROLITE)
50

BORING NUMBER GWA-1 BR
4401 S. Church Sired. Suite 900
Charlotte, AIC 28202-2075 PAGE 3 OF 6
Phohe: T04 -338-6'i00
hdrinc.comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION. Stokes County, NC
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(SM) SILTY SAND, yellowish brown (10YR 5/4),
dry, fine to medium, non -plastic, non -cohesive
Continued: weathered rock fragments appear,
55
drilling becomes harder
57'-75' Rock broken mechanically along
MICA SCHIST, strong, very dark gray (N3),
intensely foliated, fresh, garnetiferous (SOUND
foliation planes, recovered as 'hockey pucks'
ROCK)
and gravel sized fragments
RC -1
100
57
60
65
RC -2
90
4
68'-68.5' Pyrite mineralization on joints
70
RC - 3
80
0
72.5' Installed 6" PVC casing
75

BORING NUMBER GWA-1 BR
440 9, Church Streel, Suite 900
Charlotte, NC 28202-2075 PAGE 4 OF 6
Phone: [phone]
hdrinc, corn If oll ow- us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - Post CSA_Audiliorial Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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MICA SCHIST, very strong, mottled dark bluish
75'-77.4' Abundant crenulated muscovite,
gray (5PB 4/1), bluish gray (5PB 5/1 and 6/1),
abundant massive sillimanite, few almandine
light bluish gray (5PB 7/1 and 8/1), and dark
button porphyroblasts
brown (7.5YR 314), alternating schistose and
76.1'-79' Fractures: (x4) 5°, partially open with
-
gneissic texture, Intensely fellated, slightly
thin calcite films at 76.1', 77.2', 78.7', and 79'
-\weathered (SOUND ROCK)
77.4'-85.5' Abundant fine grained biotite and
SCHISTOSE MICA GNEISS, greenish black
muscovite with minor pyroxene and amphibole,
(5BG 2.5/1), dark bluish gray (5PB 4/1), white
gneissic bands consist of plagioclase feldspar
RC - 4
83
70
(7.5YR 8/1), and light bluish gray (5PB 7/1 and
and quartz
8/1), alternating fine grained schistose and
77,5'-84.4' Fractures: (x11) 15°, partially open
80
gneissic texture, intensely foliated, slightly
with thin calcite films at 77.5', 77.8', 79.5,
weathered (SOUND ROCK)
79.6', 80', 80.4', 807, 81.3', 82.1', 82.3', and
84.4'
85
85.5'-98.5' Abundant crenulated muscovite,
MICA SCHIST, very strong, mottled dark bluish
gray (5PB 4/1), bluish gray (5PB 5/1 and 6/1), and
abundant massive sillimanite, few almandine
light bluish gray (5PB 7/1 and 8/1), alternating
button porphyroblasts
RC-6
100
95
schistose and gneissic texture, intensely foliated,
85.6'-99' Fractures: (x16) 5°-10", partially open
slightly weatherd (SOUND ROCK)
with thin calcite films at 85.6', 86.3', 86.5',
87.6', 87.8', 88.7', 91', 91.1', 92.1', 91.3',
91.5', 917, 94.8', 96.8', 97.5', 99'
89.1'-89.5' Fracture: 90°, partially open, thin
90
calcite film
90.2'-90.6' Fractures: (x2) 20°, partially open,
_
thin calcite film
90.8'-91' Fracture: 45°, partially open, thin
calcite film
90.8'-98.4' Closed fractures with quartz
mineralization at 90.8'-91' (60°) and 98.4'(35')
Y
93.8'-95' Fracture: 60°, partially open, thin
calcite film
-
I?C- 5
99
92
95.8'-96.2' Fractures: (x2) 15° and (x1) 75°,
?
partially open, thin calcite film
r
y
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98.5'-126' Abundant fine grained biotite and
muscovite with minor pyroxene and amphibole,
rrl
100
gneissic bands consist of plagioclase feldspar

BORING NUMBER GWA-1 BR
440 S. Church Street. Suite 900
2075 PAGE 5 OF 6
Phone: [phone]
Phone! 70!
hdFollow-Ous
CLIENT Duke EneMy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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100
SCHISTOSE MICA GNEISS, greenish black
and quartz
(5BG 2.5/1), dark bluish gray (5PB 4/1), white
98.5' Fracture: 30% partially open, thin calcite
(7.5YR 8/1), and light bluish gray (5PB 7/1 and
film
8/1), alternating fine grained schistose and
99.5' Fracture: 30°, partially open, thin calcite
gneissic texture, intensely foliated, slightly
film
weathered (SOUND ROCK) (continued)
100'-100.6' Fracture: 65°, partially open, thin
calcite film
100.7'-124.8' Fractures: (x18) Y-10°, partially
open with thin calcite films at 100.7', 102.7',
IRC - 7
97
97
105.2', 105.8', 108.5', 109.7', 110', 110.8',
113.2', 114.3', 116.8',118.3', 119.2'.119.4',
1
123.1', 123.7', 124.5', and 124.8'
1032-114.3' Closed fractures with quartz
_
mineralization at 103.2' and 103.6' (5"), 107.6'
(25°), 109.1'-109.4' (50°), 110.8'-111.2' (3 at
90°, 1 at 10'), 111.2'-111.5' (numerous at
-
50°-70°), 112'-112.4'(3 at 40°), and
113.8'-114.3' (2 at 55°)
RC-8
100
98
1 '10
110.2'-111' Fractures: (x2) 15° and 35°,
partially open, thin calcite film
115
115.2'-126' Closed fractures with quartz
_
mineralization at 115.2'-117.3' (3 at 55°-60°),
117.9' (15°), 118.5'(25-), 1192-119.6' (65°),
RC - 9
98
98
and 125.7'-126' (3 at 10°)
100
RC-
10
100
125
LBoring terminated at 126', screened interval

440 S. Church Street, Suite 900
Phone: 7, NC 286700 75
Phone: 70A-338-6700
h dri nc. cam if of low- u s
CLIENT Duke Energy Carolinas
PROJECT NUMBER 10052280
BORING NUMBER GWA-1BR
PAGE 6 OF 6
PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT LOCATION Stokes Count)& NC
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set at 110'-120', monitoring well installed
9/15/16
Bottom of borehole at 126.0 feet.
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BORING NUMBER GWAA D
440 S, Church Street, Site 900
Charlotte,NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
F)I
hdrinc.comlfollvw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/25/15 COMPLETED 3/31/15 GROUND ELEVATION 740.9 ft HOLE SIZE(S) 12, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. ___ NORTHING 929316.22 EASTING 1682257.39
DRILLING METHOD 4 1/4" ID and 8 114" ID HSA, 5 718" TMR, HQ Care GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches___..... T DATE/TIME 7/712015 26.46 ft / Elev 714.44 It
NOTES Outside Waste Boundary NW of N Dik 1 DATE/TIME --
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WELL
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(ML) SILT, Brown (7.5YR 4/3), Non -Plastic,
0.0-5.0' Hand Augered
Dry, Noncohesive, Micaceous (SAPROLITE)
Hole Sizes:
12" 0'- 56.5'
5.9" 56.5'- 71.5'
Continued: As Above Except Light Olive Brown
4'- 5.5' Roots
5
�SS_j
4-6-4
iiol
16
(2.5Y 5/6), with Mn Veins
Continued: As Above Except Hard
10LS
&(39) 3
18
--
(SM) SILTY SAND, Brown (7.5YR 4/3),
14.0'- 14.8' Undisturbed Sample Obtained
UD-1
15
Non -Plastic, Dry, Noncohesive, Micaceous
(SAPROLITE)
I
(ML) SILT, Hard, Light Olive Brown (2.5Y 5/6),
20
SS -3
i°(30)
3ol
18
Non -Plastic, Dry, Noncohesive, Micaceous, Mn
Veins (SAPROLITE/WEATHERED ROCK)
Contined: As Above with Increased Mica
SS -4
0/51,
11
25

BORING NUMBER GWA-1 D
S. Church Street, suite soo
Charlotte, NC 28202-2075 PAGE 2 OF 3
F)7Z440
Phone: [phone]
hdrinc. corn lfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stakes C junty, NC
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REMARKS
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(ML) SILT, Hard, Light Olive Brown (2.5Y 5/6),
Non -Plastic, Dry, Noncohesive, Micaceous, Mn
Veins (SAPROLITE/WEATHERED ROCK)
(continued)
Continued: As Above Except Dark Grayish
SS -5
3o -5°i4"
6
30
Brown (2.5Y 4/2), Moist
35
Continued: As Above Except Olive Brown (2.5Y
4/3)
SS -6
23-5015'
11
Continued: As Above Except Light Brownish
�401SS
-
10-29-2014
(as)
Gray (2.5Y 6/2) to Dark Grayish Brown (2.5Y
4/2)
Continued: As Above Except Very Stiff, Olive
45SS
- 8
2-0.12
(17)
15
(5Y 5/3), Non -Plastic, Moist, Noncohesive
i
i
5pYs-
S - 9
3-7-10
17

BORING NUMBER GWA-1 D
440 S. Church Street, Suite 900
NC 28202-2075 PAGE 3 OF 3
F)ICharlotte,
Phone: 704»338-6700
hd ri n c. co m/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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REMARKS
MNG
fIIONWELL
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(ML) SILT WITH GRAVEL, Very Stiff, Olive
Brown (2.5Y 4/4) to Light Olive Brown (2.5Y
5/6), Non -Plastic, Moist, Noncohesive, With
Gravel -Size Quartz Fragments
-
(SAPROLITE/WEATHERED ROCK))
(continued)
Continued: As Above Except Hard, Dark
54.0'- 54.6', Heavy Mn and Fe Staining
ss-
23-50n"
7
55
1tl
Yellowish Brown (10YR 4/4)
55.5' SPT Refusal, Reamed 12" Hole to
SS-
s
0
11
56.5', Set 6" PVC Casing and Grouted to
MICA SCHIST, Strong, Very Dark Gray (N3),
Surface 3/27/15
With Small Garnets, Schistose Foliation
3/30/15 - Began HQ Coring
(SOUND ROCK)
56.5'- 61.5', Fresh, Moderately Fractured
Along Foliation (Probable Mechanical
Breaks), No Staining
57.5'- 62.5' Well Point (Falling Head)
IRC -1
82
58
Permeability Test 3/30/15
60
61.5'- 62.5' Minor Mn and Fe Staining
RC -2
98
30
Continued: As Above Except Dark Gray (5Y 4/1)
65'
66.4' Joint, 20°, Rough, Fresh
RC -3
100
94
70
Boring Terminated at 71.5' BGS
Monitoring Well Installed 3/31/15
RC -4
100
80
Well Screened Interval 58.0'- 63.0' BGS
Bottom of borehole at 71.5 feet.

BORING NUMBER GWA-1 S
Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
F)7Z4405.
Phone:[phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/26/15 COMPLETED 3/26/15 GROUND ELEVATION 740.72 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR _Parratt-Wolff _Inc.— NORTHING 929324.44 EASTING 1682258.38
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches -T DATE/TIME 7/7/2015 24.96 ft / Elev 715.76 ft
NOTES Outside Waste Boundary. NW of N Dike _.. 1 DATE/TIME --
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"See GWA-1 D for Lithology" Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
0-5.0' Hand Augered
4' Undisturbed Sample Attempt, Roots, No
Sample Obtained
4'- 5.5' Undisturbed Sample Obtained from
Separate Borehole, Distance 5' from
GWA-1S
'a
C7
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W
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9.0'- 9.7' Undisturbed Sample Obtained
91 10.
UD-1
8.4
10.4' Flush Bottom (Falling Head) Test
zi o
Conducted 3/26/15
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13'- 18' Well Point (Falling Head)
a
Permeability Test 3/26/15
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20
20.0'-21.5', Total Inorganic and TOC
26-36-38
18
Samples Obtained
(74)
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440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
Phone; 704-33&6700
hd ri nc. comlfoltow- us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-1 S
PAGE 2 OF 2
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
SS -214-14-15 16 `
(29) 1 i
30
MARI SS - 31 s-p4t 9 18
"See GWA-1 D for Lithology"
Bottom of borehole at 36.0 feet.
26.0'- 27.5', Total Inorganic and TOC
Samples Obtained
34.0'- 35.5', Total Inorganic and TOC r.•':
Samples Obtained
Boring Terminated at 36.0' BGS a
Monitoring Well Installed on 03/26/15 '
Well Screened Interval 19.0'-34.0' BGS d
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SS -214-14-15 16 `
(29) 1 i
30
MARI SS - 31 s-p4t 9 18
"See GWA-1 D for Lithology"
Bottom of borehole at 36.0 feet.
26.0'- 27.5', Total Inorganic and TOC
Samples Obtained
34.0'- 35.5', Total Inorganic and TOC r.•':
Samples Obtained
Boring Terminated at 36.0' BGS a
Monitoring Well Installed on 03/26/15 '
Well Screened Interval 19.0'-34.0' BGS d

BORING NUMBER GWA-2D
440 S. Church Street, Suite 900
Charlotte,NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
ER
hdrinc. comlfoll ow -us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED .4/21/15 COMPLETED 4/23/45 GROUND ELEVATION 784.58 ft HOLE SIZE(S) 12, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928983.86 EASTING 1684580.09
DRILLING METHOD 4 1/4" ID and 8 114" ID HSA, 5 718" TMR, HO GGFEe GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches I DATE/TIME 7/7/2015 39.36 ft / Elev 745.22 ft
NOTES _ North of Ash Basin 1 DATE/TIME --
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DESCRIPTION
REMARKS
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p v
IL
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(ML) SILT, Red (11 OR 4/8), Low Plasticity,
0'- 5' Hand Augered
Moist, Cohesive (SOIL)
Hole Sizes:
12" 0-55'
(ML) SILT WITH SAND, Dark Red (11 OR 3/6),
5.9" 55'- 70'
Non -Plastic, Moist, Noncohesive (SOIL)
Continued: As Above Except Reddish Brown
5
(5YR 4/4)
Continued: As Above Except Very Stiff, Red
SS -1
12-14-15
18
(1 OR 4/8), Dry, Micaceous, Few Mn Veins
(29
As Above Except Stiff, Red (10 R
10
10
USS
8-7-6Continued:
&7)
(13)
18
5/8) to Yellowish Red (5 R 5/8)
'USS
(ML) SANDY SILT WITH GRAVEL, Very Stiff,
1.5
3
&120-10
18
Reddish Yellow (7.5 YR 6/6), Non -Plastic, Dry,
Noncohesive (SOIL)
Continued: As Above Except Stiff, Very Pale
20
�SS-4
X15)
18
Brown (10 YR 8.5/2), Mn Staining 19.8'-20.5'
------------
24'- 24.5' Highly Micaceous, Abundant Mn
25
SS -5
14-2B-28
18
Bands and Mn Staining

BORING NUMBER GWA-21)
S. Church Street, site 900
Charlotte, NC 28202-2075 PAGE 2 OF 3
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas . .... PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
j
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REMARKS
AAON" N°
pvUmOZ
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25
Of o!
'
(ML) SANDY SILT WITH GRAVEL, Hard,
Strong Brown (7.5 YR 4/6) to Dark Yellowish
Brown (10YR 4/4), Non -Plastic, Dry,
Noncohesive, Micaceous, Mn Staining
-
(SAPROLITE) (continued)
(ML) SILT WITH SAND, Very Stiff, Olive
29'- 30.5' Minor Mn Staining
30ASS-6
&(20) °
15
Yellow (2.5Y 6/2), Non -Plastic, Dry,
Noncohesive, Mn Staining (SAPROLITE)
As Above Except Medium
34'- 35.5' Toptal Inorganics and TOC
35
35
FSS-7
5-Continued:
S8)
(8)
18
Consistency
Samples Obtained
(ML) SANDY SILT, Brownish Yellow (10YR
39'- 41' Undisturbed Sample Obtained
Y
40
6/6), Non -Plastic, Noncohesive, Mn Staining
UD-1
(SAPROLITE)
Continued: As Above Except Stiff, Wet to 41.5',
41.0 -42.5' Total Inorganics and TOC
SS-8
4-5-6
16
then Moist
Samples Obtained
Continued: As Above Except Light Olive Brown
45
SS - 9
(15)
18
(2.5Y 5/3)
45' HFO Sample Obtained
-u
49'- 50.5' Total Inorganics and TOC
ss
15
Samples Obtained

BORING NUMBER GWA-21)
440 S. Church Street, Suile 900
Charlotte, IVC 28202-2075 PAGE 3 OF 3
,M)7Z, Phone: [phone]
hdrl n c, camlfol low -us
CLIENT _Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _..... PROJECT LOCATION Stokes Count f NC
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REMARKS
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50
Continued: As Above Except Very Dense, Brown
(7.5YR 4/3), Micaceous (continued)
54' SPT Refusal, Reamed 12" hole to 55',
SS-
30
0
55
Set 6" PVC Casing to 55' and Grouted to
SCHISTOSE MICA GNEISS, Strong, Strong Surface on 4/23/15
55'- 60' Moderately Decomposed, Intensely
Brown (7.5 YR 5/6) to Very Dark Gray (7.5 YR
Fractured, Fractures 55° to G5", Fe and Mn
3/1), Thinly Foliated
Staining
(WEATHERED/FRACTURED ROCK)
55'- 60' Well Point (Falling Head)
Permeability Test 4/23/15
RC -1
60
28
60
MICA SCHIST, Strong, Very Dark Gray (N3), 60.5'- 63' Moderately Decomposed,
-
with Garnets (SOUND ROCK) Decreasing Fe and Mn Staining
RC -a
88
84
63'- 65.8' Slightly Decomposed
65
i
65.8' - 66.1'Slightly to Moderately
Decomposed
66.1'- 70' Slightly Decomposed
i
RC -3
100
100
Boring Terminated at 70' BGS
-
Monitoring Well Installed on 4/23/2015
:
Well Screened Interval 58'- 63' BGS
70
i
Bottom of borehole at 70.0 feet.
7
7
i
a
5
3
G
7
7

BORING NUMBER GWA-2S
4411 5. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 3
Pho704-3-338-6700
ne:
F)7Z
hdrlric.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment .......................
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Count, NC
DATE STARTED 4/22/15 COMPLETED 4/23/15 GROUND ELEVATION 784.5 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff. Inc. NORTHING 928981.7 EASTING 1684574.56
DRILLING METHOD _ 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches ....._ T DATEmME 7/7/2015 38.80 ft / Elev 745.70 ft
NOTES North of Ash Basin 1 DATE/TIME --
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10
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*See GWA-21D for Lithology*
Boring Advanced for Purpose of Installing
Monitoring Well
5
10
15
20
25

AAn C czf—t Q.iro onn
BORING NUMBER GWA-2S
Charlotte, 28202-2075 PAGE 2 OF 3
Phnne:70.4-3-338=870fl
hdrinc, aomilallow•us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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REMARKS
U
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25
`See GWA-2D for Lithology"
30
3
35
40
1
1
1
1
1
Boring Terminated at 51.0' BGS
45
50

F)7Z441, S. Church Street, Suite 900
Phone: e.7 FVC 8-670 2075
Phone: [phone]
hdrl n c_ c c mlral law -u$
CLIENT Duke Enerav Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-2S
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC.____
*See GWA-2D for Lithology* Monitoring Well Installed on 4/23/2015 1.
Well Screened Interval 34.0'-49.0' BGS
Bottom of borehole at 51.0 feet.
z
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MaNWELL
a
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IX
*See GWA-2D for Lithology* Monitoring Well Installed on 4/23/2015 1.
Well Screened Interval 34.0'-49.0' BGS
Bottom of borehole at 51.0 feet.

ddn s eh " ­h h crreet c,dro ann
BORING NUMBER GWA-3D
28202-2075 PAGE 1 OF 3
F)7zCharlotte,
Phone: [phone]
hdrinc'.com/follow-us'
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION _._Stokes County, NC
DATE STARTED 5/4/15 COMPLETED . 5/7/15 GROUND ELEVATION 766.68 ft HOLE SIZE(S) 10, 5.9, 3.8 inches
DRILLING CONTRACTOR Parraft Wolff, Inc. _ NORTHING 928244.81 EASTING 1687439.7
DRILLING METHOD 4 1/4" ID HSA, 10" and S_71B" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches T DATE/TIME 7/7/2015 40.66 ft / Elev 726.02 ft
NOTES East of Active Ash Basin —.. 7 DATE/TIME --
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Hole Sizes:
10" 0'- 44'
5.9" 44'- 52'
3.8" 52'- 59'
(SM) SILTY SAND, Loose, Yellowish Red (5YR
U1SS
2-34 16
5/6), Non -Plastic, Dry, Noncohesive (SOIL)
Continued: As Above Except Yellowish Brown
10
SS -2
2-2-212
(10YR5/4)
Continued: As Above Except Pale Brown (10YR
15
USS
2(6,3
16
6/3)
Continued: As Above Except Brownish Yellow
�20
SS -4
2-34
(7)
16
(10YR 6/6), with Mn Veins
25
444
18
SS -5

BORING NUMBER GWA-31)
440 S. Church Street, Suite 900
NC 202-2075 PAGE 2 OF 3
IM)iChartotte,
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CLIENT Duke Enerav Carolinas _ PROJECT NAME Belews Creek- CSA Graundwater Assessment
PROJECT NUMBER 244829PROJECT LOCATION Stokes County, NC
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(SM) SILTY SAND WITH GRAVEL, Loose,
I
Yellowish Brown (10YR 5/4), Non -Plastic, Dry,
Noncohesive (SOIL) (continued)
(SM) SILTY SAND, Medium Dense, Pale
30
SS -61
4-8-7
(15)
17
Brown (10YR 6/3), Non -Plastic, Dry,
Noncohesive (SOIL)
(SM) SILTY SAND WITH GRAVEL, Medium
34'- 35.5' Total Inorganics and TOC
35
-8-
18
Dense, Olive Yellow (2.5Y 6/6), Non -Plastic,
Moist, Noncohesive (SAPROLITE)
Samples Obtained
37.5' Harder Drilling
Continued: As Above Except Dense, Light
SS - 8
50H"
1
40
Yellowish Brown (2.5Y 6/3), Non -Plastic, Dry
(SAPROLITE/WEATHERED ROCK)
42' Au er/SPT Refusal
SS -9
5010"
0
10" Hole Reamed to 44.0, 6" PVC Casing
Installed to 44' and Grouted to Surface
5/5/15
SCHISTOSE MICA GNEISS, Weak, Yellowish
44'- 49' Highly Decomposed, Intensely
45
Brown (10YR 5/4), Intensely Foliated
(WEATHERED/FRACTURED ROCK)
Fractured, Fractures along Foliation Planes,
10°, Heavy Fe and Mn Staining
—'
44' Kd, HFO, Mineralogy, and Total
Inorganics and TOC Samples Obtained
i
RC -1
56
16
I
48.5' Joint, 70°, Open, Heavy Fe and Mn
Staining
50
49'- 59' Moderately Decomposed,

Al
RC -
DESCRIPTION
BORING NUMBER GWA-31)
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County NC
REMARKS
SCHISTOSE MICA GNEISS, Weak, Yellowish Moderately Fractured, with Fractures along
Brown (10YR 5/4), Intensely Foliated Foliation Planes, 10°
(WEATHERED/FRACTURED ROCK) 49'- 49.3' Quartz Vein, Gravel -Sized
78 26 , (continued) Angular Quartz Fragments
80 1 50
Continued: As Above Except SOUND ROCK
Bottom of horehole at 59.0 feet.
54'- 56' Kd, HFO, and Mineralogy Samples
Obtained
54'- 54.2' Quartz Vein, Gravel -Sized
Angular Quartz Fragments
Boring Terminated at 59' BGS
Monitoring Well Installed on 5/7/2015
Well Screened Interval 45'- 50' BGS
440 S. Church Street, Sulte 906
NC 2075
F)1hdr1nc.com1fc1IoW-uS
Phone- 7,
6-670
PhoRe;704-338-67Q0
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CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
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DESCRIPTION
BORING NUMBER GWA-31)
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County NC
REMARKS
SCHISTOSE MICA GNEISS, Weak, Yellowish Moderately Fractured, with Fractures along
Brown (10YR 5/4), Intensely Foliated Foliation Planes, 10°
(WEATHERED/FRACTURED ROCK) 49'- 49.3' Quartz Vein, Gravel -Sized
78 26 , (continued) Angular Quartz Fragments
80 1 50
Continued: As Above Except SOUND ROCK
Bottom of horehole at 59.0 feet.
54'- 56' Kd, HFO, and Mineralogy Samples
Obtained
54'- 54.2' Quartz Vein, Gravel -Sized
Angular Quartz Fragments
Boring Terminated at 59' BGS
Monitoring Well Installed on 5/7/2015
Well Screened Interval 45'- 50' BGS
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PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County NC
REMARKS
SCHISTOSE MICA GNEISS, Weak, Yellowish Moderately Fractured, with Fractures along
Brown (10YR 5/4), Intensely Foliated Foliation Planes, 10°
(WEATHERED/FRACTURED ROCK) 49'- 49.3' Quartz Vein, Gravel -Sized
78 26 , (continued) Angular Quartz Fragments
80 1 50
Continued: As Above Except SOUND ROCK
Bottom of horehole at 59.0 feet.
54'- 56' Kd, HFO, and Mineralogy Samples
Obtained
54'- 54.2' Quartz Vein, Gravel -Sized
Angular Quartz Fragments
Boring Terminated at 59' BGS
Monitoring Well Installed on 5/7/2015
Well Screened Interval 45'- 50' BGS

BORING NUMBER GWA-3S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
Phone- 704-338-6700
ltd r I n c. eo m /fol low•us
CLIENT Duke Energy CarolinasPROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED . 5/6/15 COMPLETED 5/7/15 .. GROUND ELEVATION 766.51 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt Wolff, Inc_ NORTHING 928248.83 EASTING 1687434.4
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY O. Brown _ CHECKED BY J. Catches DATE/TIME 717/2015 40.43 ft / Elev 726.08 ft
NOTES East of Active Ash Basin Z DATE/TIME --
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Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
J
10'
15
20
25

BORING NUMBER GWA-3S
440 S. Church Street, Suite 900
Charlotte,NC 28202-2075
PAGE
2 OF 2
Phone: [phone]
F)I
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CLIENT Duke Energy Carolinas _- _
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION - Stokes Count NC
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35
3•
7:.
37.0'- 38.0' Total Inorganics and TOC
i
SS- 1
13-50/6^
12
Samples Obtained
i
40
'
Boring Terminated at 43.0' BGS:
Monitoring Well Installed on 5/6/2015
i
Well Screened Interval 27.0'- 42.0' BGS
Bottom of borehole at 43.0 feet.
i
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BORING NUMBER GWA-41)
S. Church Street, site soo
Charlotte, NC 28201-2075 PAGE 1 OF 3
F)7Z4411
Phone: [phone][)
hdrinc. com/follow-uS
CLIENT Duke Enerav Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/3/15 COMPLETED 3/12/15 GROUND ELEVATION 799.63 ft HOLE SIZE(S) 8, 5.9, 3.8_inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 927628.53 EASTING 1686395.91
DRILLING METHOD 4 1/4" ID HSA, 8" and 5 718" TMR HO Core GROUND WATER LEVELS:
LOGGED BY M. Vazquez, M. GutierretHECKED BY J. Catches T DATE/TIME 7/712015 47.00 ft / Elev 752.63 It
NOTES East of Active Ash Basin 1 DATE/TIME --
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(ML) SILT, Red (2.5YR 5/8), Non -Plastic, Dry, Hole Sizes:
Noncohesive, with Clay (FILL) 8"0'-58'
5.9" 58'- 71'
3.8" 71'- 74'
5
(CL) CLAY, Stiff, Red (2.5YR 4/8), Low
4-5,
Plasticity, Dry, Cohesive (SOIL)
L1S
(12)
18
10
(ML) SANDY SILT, Medium, Red (11 OR 4/8) 10'- 11.5' Index Parameter Sample
SS - 2
Z(5�3
12
With Yellow (2.5Y 7/8) Bands, Low Plasticity, Obtained
Dry, Noncohesive, with Fine Sand, Thin Mn
Veins (SAPROLITE)
15
(SP-SM) SAND WITH SILT, Loose, Red (1 OR
SS - 3
44-5
11
5/6), Non -Plastic, Moist, Noncohesive,
(9)
Micaceous, with Rock Fragments
(SAPROLITE)
20
Continued: As Above Except Red (1 OR 4/8 to
SS-4
z
12
1O 5/8) Laminated with Yellow (2.5Y 7/8), with
(100))
Mn veins
'• 25

BORING NUMBER GWA-41)
S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 3
F)"4440
Phone: [phone]
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CLIENT Duke Energy CarolinasPROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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(ML) SILT WITH SAND, Stiff, Red (7.5R 5/4)
SS -5
44-711
Banded With Pale Brown (2.5Y 8/4),
(11)
Non -Plastic, Dry, Noncohesive, with Mn Veins
-
and Fe Staining (SAPROLITE)
30
(SM) SILTY SAND, Loose, Light Gray (5Y
SS - 6
4-3-7
14
7/2), Non -Plastic, Dry, Noncohesive, Fe
(10)
Staining (SAPROLITE)
35
Continued: As Above Except Medium Dense,
SS -7
-5-14
Brownish Yellow (10YR 6/8), with Mn Dendrites
40
Continued: As Above Except Light Gray (2.5Y
SS - 8
13128 13
11
7/2) and Very Pale Brown (10YR 8/2), with Mn
.
Veins and Fe Staining
45
Continued: As Above Except Very Dense,
45'- 46.5' Index Parameter Samples
SS -9
2642-
50/3"
13
Brownish Yellow (10YR 6/8)
Obtained
(SAPROLITE/WEATHERED ROCK)
Water Level 46.73' BGS Prior to Drilling
3/12/15
50

BORING NUMBER GWA-41)
440 S. Church Street, Suite 900
Charlotte, 286700 75 PAGE 3 OF 3
Phone: [phone]
hdrl nc. comlfol low-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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49-50i3"
0
Continued: As Above Except Very Dense,
— 10
..
Brownish Yellow (10YR 6/8)
-•
(SAPROLITE/WEATHERED ROCK)
(continued)
55
Continued: As Above Except Yellow (10YR 7/8)
SS-
sv_i",
1
79
57' Auger Refusal, Reamed With 8" TMR to
58', 6" PVC Casing Installed to 58.0 and
HORNBLENDE GNEISS, Moderate, Gray
Grouted to Surface 3/4/15
RC-1
80
0 (7,5YR 5/1) to Brown (7.5YR 5/4) in Weathered
3/11/15 Began HQ Coring at 58'
Zones, Fine to Medium Grained, Micaceous,
58'- 69' Intensely Broken (Mechaically)
Few Augens (0.03"), Thinly Foliated
and Fractured along Foliation at 0'-10',
60
(WEATHERED/FRACTURED ROCK)
Tight to Partially Oen, Dendritic Mn and Fe
9 Y p
Staining and Some Clay on Natural
_
Fractures
58'- 64' Well Point (Falling Head)
RC-2
100
16
Permeability Test 3/11/15
60.6' - 61.7' Fracture, Sub-Vertical, Mn
Staining, Rock Matrix Highly Decomposed
i
62.7' - 63' Fracture, 75°, Mn Staining
Continued: As Above Except Less
65
RC-3
98
Weathered/Fractured (SOUND ROCK)
50
66.5'- 67' Flaser Gneiss
c
66.8' - 67.8' Fracture, Sub-Vertical,
Undulatory, Mn Staining, Rock Matrix
i
Slightly to Highly Decomposed
'
68.2' - 68.3' Quartz Vein
69' - 74' Moderately Fractured
70
RC-4
100
78
71.4' - 71.7' Flaser Gneiss
i
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i
Boring Terminated at 74' BGS
Monitoring Well Installed on 3/12/15
Well Screened Interval 64'- 69' BGS
Bottom of borehole at 74.0 feet.
i

BORING NUMBER GWA-5BR
440 S. Church Street, Site 900
Charlotte, NC 28202-2075 PAGE 1 OF 4
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IM)7z
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CLIENT Duke Enerav Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Caunty, NC:
DATE STARTED 3/19/15 COMPLETED 3/25/15 _....__ GROUND ELEVATION 788.79 ft HOLE SIZE(S) 10, 5.9, 3.8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. —.. NORTHING 926684.083 EASTING 1685898.7955
DRILLING METHOD 10" and 5 7/8" TMR,_HQ Core GROUND WATER LEVELS:
LOGGED BY M. Phillfps,_O. Brown CHECKED BY J. Catches -7 DATEMME 71712615 29.29 ft / Elev 759.50 ft
NOTES Southeast of Active Ash Basin 1 DATEmME --
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Hale Sizes:
10" 0'-44'
5
10
15
20
25

BORING NUMBER GWA-5BR
440 S. Church Street, Suite 91111
he, 28202-2075 PAGE 2 OF 4
Phone- 704-34-3 38-6700
,M)7Z
hdrinc. comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Countv. NC
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*See GWA-5D for Lithology (0'-44')"
30
43' Auger/SPT Refusal at Adjacent
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GWA-5D
44'6" PVC Casing Installed, Grouted to
HORNBLENDE GNEISS, Strong, Dark Gray
Surface
45
(2.5Y 4/1), Foliated
(WEATHERED/FRACTURED ROCK)
44' Began HQ Coring
44'-45' Fresh, Unfractured
RC -1
84
45
45'-46' Moderately Fractured Along
i
Foliation, 0°-10°
,
47.8'-57.5' Packer Test Conducted 3/23/15
48.4' Joint, 65°, Mn and Fe Stainings,
i
Rough
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BORING NUMBER GWA-5BR
NC 8-670 2075 PAGE 3 OF 4
Chone-
7,
Phone[phone]p4
F)Ihdrinc'.'com1follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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REMARKS
TORM
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RC -2
100
47
HORNBLENDE GNEISS, Strong, Dark Gray
(2.5Y 4/1), Foliated
-
(WEATHERED/FRACTURED ROCK) 50.9' Joint, 90°, Mn and Fe Stainings
Continued: As Above Except Gray (2.5Y 6/1)
53.5'-54.5' Joint, 90°, Open, White
Mineralization, Rough
55
54.5'-56.1' Highly Decomposed, Intensely
_
Continued: As Above Except Weak, Very Dark Fractured
RC -3
100
50
Gray (5Y 3/1) With White (5Y 8/1) Bands
Continued: As Above Except Very Strong, Very 56.1'-70' Fresh, Slightly to Moderately
Dark Gray (N3) (SOUND ROCK) Fractured
iRC - 4
90
86
60
62.1' Fracture Along Foliation, 20°, Clean,
Tight
62.1'-71.7' Packer Test Conducted 3/23/15
RC -5
100
100
65
RC -6
100
100
RC -7
94
71
-
67.9'-68.4' Fracturing Along Foliation
70
Continued: As Above Except with Trace Fine 70'-70.6' Moderately to Intensely Fractured,
RC -8
100
100
Garnets Mn and Fe Staining
-
70.6'-72.8' Slightly Fractured
75

BORING NUMBER GWA-5BR
S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 4 OF 4
F)7Z440
Phone: 7Q4-3-3 38-6700
hdrinc.com/fotlow-us
CLIENT Duke Energv Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment..
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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RC -9
100
100
AUGEN GNEISS, Very Strong, Very Dark Flow Banding
Greenish Gray (5GY 3/1) (SOUND ROCK)
(continued)
HORNBLENDE GNEISS, Very Strong, Very
Dark Gray (N3), Foliated (SOUND ROCK)
100
100
1
RC-
100
100
1t
gr}
RC-
12
100
65
80.3' Fracture, 5°, Open, Fresh,
Slickensided
QUARTZ -FELDSPAR GNEISS, Very Strong,
Greenish Gray (10GY 6/1), Slaty, Foliated 81.9' Joint, 20°, Clean, Rough
13
13
96
43
(SOUND ROCK)
83.2'-83.5' Very Intensely Fractured
RC-
HORNBLENDE GNEISS, Very Strong, Dark
85
14
100
29
Gray (N3), Foliated (SOUND ROCK)
QUARTZ -FELDSPAR GNEISS, Very Strong,
RC -
-
15
100
100
Greenish Gray (5GY 6/1), Slaty, Foliated
(SOUND ROCK)
RC-
16
100
72
90
RC-
17
100
28
HORNBLENDE GNEISS, Very Strong, Very
Dark Gray (N3), Foliated (SOUND ROCK)
Boring Terminated at 93.9' BGS
Monitoring Well Installed on 3/25/15
Well Screeed Interval 51'- 56' BGS
Bottom of borehole at 93.9 feet.

BORING NUMBER GWA-5BR2
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 5
Phone:[phone]
111111111111111)7zhdrinc.comffollow-us
CLIENT Duke Enerqy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Courity, NC
DATE STARTED 5/19/15 COMPLETED 6/5/1.5 ... GROUND ELEVATION 789.03 ft HOLE SIZE(S) 10, 5,9, 3.8 inclles
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 926679.88 EASTING 1685896.93
DRILLING METHOD 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Gutierrez. M. DuuglaCHECKED BY J. Catches I DATE/TIME 7/7/2015 31.04 It / Elev 757.99 ft
NOTES Southeast of Active Ash Basin 1 DATE/TIME --
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"See GWA-5D for Lithology (0'-59.5')"
Hole Sizes:
10" 0'-43.0'
5.9" 43.0'-59.5'
3.8" 59.6-109.2'
5
10
15
20
25

BORING NUMBER GWA-5BR2
S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 5
F),440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Ener4v..Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment _
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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REMARKS
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*See GWA-5D for Lithology (0'-59.5')*
30
3
35
6" PVC Casing Installed to 43.0', Grouted to
40
Surface
45
50

BORING NUMBER GWA-513112
440 S, Church Street, Suite 900
2075 PAGE 3 OF 5
Phone: [phone]
Phone: 704.33$•Li700
1=YZ
h dri nc. comlftillow-U s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _. PROJECT LOCATION Stokes County, NC
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'See GWA-5D for Lithology (0'-59.5')"
55
5" PVC Casing Installed to 59.5', Grouted to
Surface
60
HORNBLENDE GNEISS Strong, Bluish Gray
(5PB 6/1), Thinly Foliated (SOUND ROCK)
6/2/15 Began HQ Coring
59.'5-64.0' Fresh, Moderately Fractured
IRC -1
98
80
62.0' Joint, 70° Quartz Mineralization
63.5' Quartz Vein
64.0'-80.8' Slightly Decomposed,
65
Moderately Fractured
IRC -2
100
82
67.7' Joint, 0-10°, Open, Fe Staining
Continued: As Above with Flaser Gneiss
68.7' Joint, 0-10°, Open, Fe Staining
68.5'-68.7
70
Continued: As Above Except Very Dark Bluish
Gray (10B 3/1)
70.5' Joint, 0-10°, Open, Fe Staining
71.0'-74.0' Joints, 70% Quartz Mineralization
RC -3
98
90
Continued: As Above Except Very Strong,
Greenish Gray (10BG 6/1), Thin Felsic Vein
i
75

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BORING NUMBER GWA-513112
28202-2075 PAGE 4 OF 5
F)7zCharlotte,
Phone: [phone]
hdri nc. com/fol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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HORNBLENDE GNEISS, Very Strong, Very
Dark Bluish Gray (10B 3/1) (SOUND ROCK)
(continued)
RC -4
97
97
Continued: As Above Except Bluish Gray (10B
6/1), Thinly Foliated
Continued: As Above Except Very Dark Bluish
78' Joint, 70°, Quartz Mineralization
Gray (10B 6/1)
100
100
80
RC -5
79.6' Quartz Vein
80.5' - 86.5' Packer Test Conducted 6/4/15
80.8'-99.3' Slightly Decomposed,
Moderately Fractured
RC -6
100
71
a5
IRC -7
100
68
88.7' Joint, Open, Mn Staining
89.0'-94.0' Fractures, Vertical, Quartz
g{y
Mineralization
90.0'- 96.0' Packer Test Conducted 6/3/15
90.5' Joint, Open, Fe Staining
RC -8
100
68
Continued: As Above Except Bluish Black (5PB
93.3'-99.0' Fresh, Intensely Fractured
2.5/1)
95
HORNBLENDE SCHIST, Strong, Very Dark
Bluish Gray (10B 6/1), Schistose to Gneissic,
Thinly Foliated (SOUND ROCK)
RC -9
96
36
97.5'- 103.5' Packer Test Conducted 6/3/15
99.0'-100.0' Joint, Vertical, Quartz
100
Mineralization

446 S. Church Street, Suite 900
F)1 Charlotte. NC 28202-2075
Phone: [phone]Q
hdrinc. com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-5BR2
PAGE 5 OF 5
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
104' Joints, 70°, Quartz Mineralization
RC -I I 100 92 I 106.0'-107.0' Fracture, Vertical, Quartz
11 Mineralization
Boring Terminated at 109' BGS
Monitoring Well Installed on 6/5/15
Well Screened Interval 80'- 85' BGS
Bottom of borehole at 109.0 feet.
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97
56
104' Joints, 70°, Quartz Mineralization
RC -I I 100 92 I 106.0'-107.0' Fracture, Vertical, Quartz
11 Mineralization
Boring Terminated at 109' BGS
Monitoring Well Installed on 6/5/15
Well Screened Interval 80'- 85' BGS
Bottom of borehole at 109.0 feet.

BORING NUMBER GWA-5D
444 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
F)Ihdrinc.com1follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/2/15 COMPLETED 3/12/15 GROUND ELEVATION 788.46 ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 926686.52 EASTING 1685893.68
DRILLING METHOD 4 114" ID HSA, 10" and 5 718" 7MR HO Care GROUND WATER LEVELS:
LOGGED BY M. Phillips. M. Douillas CHECKED BY J. Catches DATE/TIME 7/712015 28.09 ft / Elev 760.37 ft
NOTES Southeast of Active Ash Basin 1 DATE/TIME -
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-
5.9" 44'- 60.5'
5
Continued: As Above Except Medium
SS -1
6
16
Consistency, Low Plasticity. with Clay
10
(ML) SILT WITH SAND, Stiff, Red (2.5Y 7/8),
SS - 2
-5-14
Mottled With Yellow (2.5Y 4/2), Bands of Dark
Grayish Brown (2.5Y 4/2), Non -Plastic, Dry,
Noncohesive, with Fine Sand (SAPROLITE)
i
15
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Continued: As Above Except Red (2.5YR 5/8)
SS - 3
4-6-715
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(SC -SC) SAND WITH CLAY, Medium Dense,
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14
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(16)
Grayish Brown (2.5Y 4/2), Non -Plastic, Dry,
i
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i
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BORING NUMBER GWA-5D
11, S. Church Street, Suit 9,11
he, NC 28202-2075 PAGE 2 OF 3
Phone: [phone]
F)7Z
hdri n c.com Ifol Iow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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17
7/4), Medium Grained, Low Plasticity, Dry,
Noncohesive (SAPROLITE)
30
Continued: As Above Except Medium Dense,
SS -6
1s(47)
18
with Fragments of Weathered Rock
a��
35
Continued: As Above Except Very Dense, Pale
SS -7
2e-50/2"
11
Yellow (5Y 7/3), Fine to Medium Grained
(SAPROLITE/WEATHERED ROCK)
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SS -e
50/5^
2
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Reamed to 44.0' with 10" TMR, Installed 6"
45
PVC Casing to 44.0' Grouted to Surface
i
3/4/15
HORNBLENDE GNEISS, Strong, Dark Bluish 3/10/15 Began HQ Coring at 45.5'
Gray (10B 4/1), Thinly Foliated 45.5'-54.8' Intensely Broken (Mechanically)
(WEATHERED/FRACTURED ROCK) and Fractured along Foliation at 0-10°, Tight
to Partially Open, Fe Staining on Natural
Fractures
3 -RC
-11
96 38 45.5'-50.5' Well Point (Falling Head)
Permeability Test Conducted on 3/10/15
§
47.8'-47.9' Quartz Vein
i 50

440 S: Church Street, Suite 900
IM) Charlotte, -3 28202-2075
Phone: [phone]
hdrinc. corn/follow- us
CLIENT Duke Enerov Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-5D
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
RC - 21 1 1 100 1 25
-31 1 1 100 1 95
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Gray (10B 4/1), Thinly Foliated
(WEATHERED/FRACTURED ROCK)
(continued)
Continued: As Above Except Very Strong
(SOUND ROCK)
Bottom of borehole at 60.5 feet.
52.8'-54.6' Vertical Fracture, Undulatory,
Moderately to Highly Decomposed
54.2' Very Intensely Fractured, Highly
Decomposed
54.8-60.3' Slightly Decomposed, Moderately
Fractured
Boring Terminated at 60.5' BGS
Monitoring Well Installed on 3/12/15
Well Screened Interval 51.8'-56.8' BGS
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(WEATHERED/FRACTURED ROCK)
(continued)
Continued: As Above Except Very Strong
(SOUND ROCK)
Bottom of borehole at 60.5 feet.
52.8'-54.6' Vertical Fracture, Undulatory,
Moderately to Highly Decomposed
54.2' Very Intensely Fractured, Highly
Decomposed
54.8-60.3' Slightly Decomposed, Moderately
Fractured
Boring Terminated at 60.5' BGS
Monitoring Well Installed on 3/12/15
Well Screened Interval 51.8'-56.8' BGS

AAn C rhi,. k Q*- -* a„i+e onn
BORING NUMBER GWA-5S
2075 PAGE 1 OF 2
F)7zCharlotte,
Phone- 704-338-6700
Izd ri n c. eom Kol low -u s
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/18/15 COMPLETED 3/19/15 .......... GROUND ELEVATION 788.88 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 926681.92 EASTING 1685905.35
DRILLING METHOD 4 1/4” ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Phillips, O. Brown CHECKED BY J. Catches 7- DATE/TIME 7/7/2015 28.36 ft / Elev 760.52 ft
NOTES Southeast of Active Ash Basin — 1 DATE/TIME --
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Samples and Installing Monitoring Well
5
10
16
20
25

BORING NUMBER GWA 5S
440 S. Churcts 51reel, Suite 900
Charlotte, 28202-2475
PAGE 2 OF 2
Phone: [phone]
hdrinc. comlfoll ow•us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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25.0'-26.5' Total Inorganics and TOC
SS - 1
3-5-6
18
Samples Obtained
(11)
30
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30.0'-31.5' Total Inorganics and TOC
$S-2
8-21-29
18
Samples Obtained
(50)
35
_
35.0'-36.0' Total Inorganics and TOC
SS -3
27-50
12
Samples Obtained
Boring Terminated at 40' BGS
Monitoring Well Installed on 3/19/15
40
Well Screened Interval 23'-38' BGS
Bottom of borehole at 40.0 feet.
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BORING NUMBER GWA-5GTB
2$202.2075 PAGE 1 OF 2
F)'ZCharlotte,
Phone: 7a4-3-3 38-8700
hdrinc-.com/fc1Iow-us'
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/19/15 COMPLETED 3/19/15 GROUND ELEVATION 788.46 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff. Inc. NORTHING 926689.52 EASTING 1685896.68
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Phillips CHECKED BY J. Catches _ DATE/TIME -
NOTES Southeast of Active Ash Basin DATE/TIME --
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5
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15
20
25

BORING NUMBER GWA-5GTB
5, Church Street, suite son
Charlotte, 28202»2075
PAGE 2 OF 2
F),440
-
Phare: 704338-fi700
hdri nc, com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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Water Level 28.3' BGS, 03/19/15 0930
UD -1
28.0'-30.0' Undisturbed Sample Obtained
30
28.0'-35.0' Kd, HFO, TOC and Mineralology
Samples Obtained
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BORING NUMBER GWA-6D
Church Street, Site 900
Charlotte, NC 78202-2075 PAGE 1 OF 5
F)7Z4405.
Phone: [phone]
hc[rinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/2/15 COMPLETED 3/17/15 _.._ GROUND ELEVATION 790.93 ft HOLE SIZE(S) 10. 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 924879.81 EASTING 1685602.03
DRILLING METHOD 3 7/8", 5 7/8" and 10" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATErnME 7/7/2015 37.44 ft / Elev 753.49 ft
NOTES ...East of Active Ash Basin Northeast of Structural Fill 1 DATE/TIME --
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REMARKS
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(ML) SILT, Strong Brown (7.5YR 5/6), Low 0'- 5' Hand Augered
Plasticity, Noncohesive, with Clay (FILL) Hole Sizes:
10"0'-78'
5.9" 78'- 109'
5
Continued: As Above Except Very Stiff,
SS -1
16
Yellowish Red (5YR 5/8), Medium Plasticity,
10
(18)
(16
Moist, with Clay, Trace Gravel, Fe Staining
Continued: As Above Except Medium
SS -2
9(8j5
14
Consistency, Yellowish Brown (10YR 5/4), Low
15
Plasticity
16' Gravel Layer, —6" thick
Continued: As Above Except Stiff, Grayish
fSS-SS 3
2-4-10
18
Brown (10YR 5/2), Non -Plastic, Dry
(14)
i 20
Continued: As Above Except Medium
i
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SS -4
5-2-3
18
Consistency, Moist, with Mica, Wood
i 75
(s)
Fragments

BORING NUMBER GWA-6D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 5
Phone: [phone]
IM)
hdri nc, cam/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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(ML) SILT, Medium Consistency, Grayish
Brown (10YR 5/2), Non -Plastic, Moist,
Noncohesive, with Mica, Wood Fragments
(SOIL) (continued)
Continued: As Above Except Medium
SS - 5
2(5-3
18
Consistency, Pale Brown (10YR 6/3), Low
30
Plasticity, with Clay, Roots
As Above Except Brownish Yellow
USSContinued:
-z�
18
(10YR 6/8), Cohesive, Trace Gravel, Fe
35
(6)
Staining (SOIL)
Continued: As Above Except, Yellowish Brown
FSS
2(7)
18
(10YR 5/8)
40
Continued: As Above Except Very Stiff, Light
S S - 8
3-7"129)
18
Brown (7.5YR 6/3, Non -Plastic, Noncohesive
(1
45
Continued: As Above Except Stiff, Yellowish
8- 2- ia
18
Brown (10YR 5/4), Low Plasticity
(zs)
50

BORING NUMBER GWA-6D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 3 OF 5
Phone: [phone]
,M)7Z
h d ri n c. com/follow- us
CLIENT Duke Energ Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION . Stokes County, NC
zit
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REMARKS
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MONYELL
pv aV_
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(ML) SILT, Stiff,Yellowsh Brown (10YR 5/4).
Low Plasticity, Moist, Noncohesive (SOIL)
Continued: As Above Except Very Stiff, Yellow
SS-
10 -5)
18
(10YR 7/6), with Mica, Organics
10
(1
(1
55
Continued: As Above Except Stiff, with Relict
i
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SS-
54-7
18
Fofritiar, (SAPROLITE)
60i
i
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(CL) I-EAN CLAY, Hard, Low PLasticity, Lt
i
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SS-
4�-32
18
Yellowish Brown (10YR 614), Dry, Cohesive,
65
12
(36)
with Fragments at Weathered Flock
(SAPROLITE)
i -
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(ML) SILT, Hard, Brownish Yellow (10YR 6/6),
- -
Ss-
23-29-22
18
Low PLasticity, Dry, Cohesive
70
13
(51)
(SAPROLJTEJWEATHERED ROCK)
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Continued: As Above Except Light Olive Brown
SS-
32-34.46
(2.5YR 5/6), with Occasional Gravel Layers,
c
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14
(62)
<10mm thick

BORING NUMBER GWA-6D
44115, Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 4 OF 5
Phone: ='04338-6700
�W)R
Indrinc.com/follow-us;
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater-Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County, NC _
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MONITORING
WELL
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(ML) SILT, Hard, Light Olive Brown (2.5YR
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Occasional Gravel Layers, <10mm thick
(SAPROLITE/WEATHERED ROCK)
(continued)
HORNBLENDE GNEISS, Moderate Strength, 78' TMR Bit Refusal, Reamed 10" Hole to
Brownish Yellow (7.5YR 6/6), Intensely 78', Installed 6" PVC Casing to 78', Grouted
Foliated (SAPROLITE/WEATHERED ROCK) to Surface 3/10/15
78' Begin HQ Core
80
78'- 93.5' Moderately to Highly
RC-1
36
0 Decomposed
78' - 83' Intensely Fractured, Fractures
along Foliation Planes, 40-45°, Mn Staining,
Partial Fe Staining
83'- 88' Very Intensely Fractured, Fractures
along Foliation Planes, Heavy Mn Staining
85
RC-2
50
0
88' - 93' Intensely Fractured, Fractures
along Foliation Planes, Mn Staining, Some
Fe Staining
90
RC-3
60
0
i-
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I
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Continued: As Above Except Strong, Gray 93.5'- 108' Slightly Decomposed, Intensely
(10YR 6/1) (WEATHERED/FRACTURED Fractured Along Foliation Planes (May be
ROCK) Mechanical) , Subhorizontal to 30°, Mn and
i 95.
Fe Staining
s
RC-4
90
0
J
o
i
i
98'- 99' Joint, Near-Vertical, Heavy Mn and
Fe Staining
� 100

BORING NUMBER GWA fiD
S. Church Street, site soo
Charlotte, NC 28202-2075
PAGE 5 OF 5
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Caraiinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
.... PROJECT LOCATION Stokes CountV, NC
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100
0
HORNBLENDE GNEISS, Very Strong, Dark
Gray (5Y 4/1) (WEATHERED/FRACTURED
ROCK)
101.5'- 106.5' Pyrite on Foliation Breaks
Continued: As Above with Dark Greenish Gray
(10Y 3/1) Bands, Less Weathered (SOUND
-
ROCK)
Ing
RC -6
92
44
106.5'- 107' Very Intensely Fractured, Mn
and Fe Staining
IL
Continued: As Above Exce t Ve Dark
P rY
Boring Terminated at 108' BGS
Greenish Gray (10Y 3/1)
5 7/8" Hole Reamed to 109'
LU
LU
_
Monitoring Well Installed on 3/17/15
Well Screened Interval 101'- 106' BGS
w
Bottom of borehole at 109.0 feet.
w
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BORING NUMBER GWA-6S
28202-2075 PAGE 1 OF 3
-
Phone- 70M33 38-6700
F)ICharlotte
hd ri nc. comlfoilow- us
CLIENT Duke. Enema Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/12/15 COMPLETED 3/13/15 GROUND ELEVATION 790.95 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 924874.41 EASTING 1685608.92
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Zinsley, M. Douglas CHECKED BY J. Catches -TDATE/TIME 7/7/2015 30.25 ft / Elev 760.70 ft
NOTES East of Active Ash Basin Northeast of Structural Fill 1 DATElnIME --
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DESCRIPTION
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*See GWA-6D for Lithology*
Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
5
10
15
20
SS - 1
8(B)
18
25

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BORING NUMBER GWA-6S
Chone:7 NC 2075 PAGE 2 OF 3
8-670
Phone: [phone]
F)Ihdrinc',com1follow-us,
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County. NC
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REMARKS
"S°"WELL
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*See GWA-6D for Lithology*
SS -2
6-8-6
(16)
12
30
Inorganic TOC Samples
29'- 30' Total and
SS -3
24-35-50
0
Obtained
(es)
35
SS -4
534
18
37'- 38.5' Total Inorganic and TOC
USS
34-5
18
Samples Obtained
(9)
40
5
r
50

BORING NUMBER GWA 6S
441) S. Church Street, Sulte 900
Charlotte, NC 28202-2075 PAGE 3 OF 3
Phanw 704-338-6700
hd ri nc. comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Gr4Undwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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MONTORINd
MLL
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"See GWA-61) for Lithology'
S
t
55
i
i
-
L
i
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t
60
i.
t
SS -6
B-8-12
18
i
i
t
65
s.
68.5'- 70' Total Inorganic and TOC
'
i-
Samples Obtained
1
Boring Terminated at 70' BGS
Boring Backfilled with Bentonite 45'- 70'
i
-K1
SS - 7
619-50
18
MonitoringWell Installed on 3/12/2015
(69)
Well Screned Interval 28'- 43' BGS
IO
Bottom of borehole at 70.0 feet.
i
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i

BORING NUMBER GWA-7D
5, Church Street, Suite 800
Charlotte, NG 28202-2075 PAGE 1 OF 4
F)440
Phone,. 704-338-6700
hdrinc. comlfollow-us
CLIENT Duke Energy Carolinas — PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/3/15 COMPLETED 3/16/15 GROUND ELEVATION 820.39 ft HOLE SIZE(S) 10, 5.9, 3.8 inches
DRILLING CONTRACTOR Parratt Wolff, Inc. NORTHING 924088.36 EASTING 1685211.3
DRILLING METHOD 4 1/4" ID HSA, 10" and 5 718" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Phillips. M.Guilerrez CHECKED BY J. Catches DATEITIME 71712015 34.66 ft I Elev 785.73 ft
NOTES Southeast of Active Ash Basin t DATE/TIME -
�?
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DESCRIPTION REMARKS
" WELLRITM
ov
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m0>
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U)0 z
(ML) SILT, Red (2.5YR 4/8), Low Plasticity,
0'- 5' Hand Augered
Dry, Noncohesive (SOIL)
Hole Sizes:
10"0'-76.0
5.9" 76'- 86'
---....----- - —--- —•
3.8"76'-91'
5
(CL) CLAY, Very Soft, Light Reddish Brown
Water Level 4.5' BGS During Drilling 3/3/15
Zero Blowcounts Indicates SPT
SS -1
i�o0�
(2.5Y 7/3), Medium Plasticity, Wet, Cohesive
Advancement Under Weight of Rod and/or
18
(SAPROLITE)
Weight of Hammer
10
Continued: As Above Except Stiff, Light Red (5R
SS - 2
3-4-5
(9)
15
6/8), with Sand
15
Continued: As Above Except Medium, Red
SS -3
3-3-3
12
(2.5YR 5/8), Moist, Trace Coarse Sand
(6)
20-
_ -- - ------
(ML) SILT, Hard, Light Yellowish Brown (2.5Y
SS -4
9-26-34
10
6/3), Low Plasticity, Dry, Noncohesive, Trace
(60)
Fine Sand (SAPROLITE)
25

BORING NUMBER GWA-7D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 4
IM)7z Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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DESCRIPTION
REMARKS
1NOHfTORING
o
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25
(ML) SILT, Medium, Reddish Yellow (5YR 6/8),
SS -5•
3-3-3
9
Low Plasticity, Moist, Noncohesive, Mn Veins
(fi)
(SAPROLITE)
30
(CL) CLAY, Medium, Reddish Yellow (7.5YR
SS-6i(s)5
11
6/6), Medium Plasticity, Moist, Cohesive, Mn
-
Veins (SAPROLITE)
35
Continued: As Above Except Soft, Yellowish
_
i
SS - 7
z -z -z
(4)
18
Brown (7.5YR 5/6)
i
40
----------------------
(ML) SILT, Stiff, Strong Brown (7.5YR 5/6),
aSS
- e
s3)
14
Low Plasticity, Moist, Noncohesive, with
Fragments of Weathered Rock, Mn Veins
i
(SAPROLITE)
i
i
44' Mineralogy Sample Obtained
45
(SP -SM) SAND WITH SILT AND GRAVEL,
SS - 9
9-10-7
4
Medium Dense, Strong Brown (7.5YR 5/6),
(�7)
Coarse Sand- and Gravel -Size Weathered
Rock Non -Plastic, Moist, Noncohesive
i
(SAPROLITE)
5D

BORING NUMBER GWA 7D
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 3 OF 4
Phone: [phone]
F)7zhdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
-------------
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
iMONITONNG
MUL
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(ML) SILT, Hard, Brownish Yellow (10YR 6/6),
50.4'- 50.8' Felsic Vein, White (10YR
SS-
2&41-4013
Non -Plastic, Dry, Noncohesive
9.5/1), Fine to Medium Sand -Sized Quartz
10
(e1)
(SAPROLITE/WEATHERED ROCK)
and Feldspar
55_
1
2
(SP -SM) SAND WITH SILT, Very Dense, Pale
SS-
DMX
1
Yellow (5Y 8/2), Coarse Sand with Silt,
Non -Plastic, Dry, Noncohesive
(SAPROLITE/WEATHERED ROCK)
60
Continued: As Above Except White (2.5Y 8/1),
SS-
5012"
2
12
Medium to Coarse Grained
65
----------------------
(ML) SILT, Hard, Olive (5Y 5/3) and Strong
35-
5012"
2
13
Brown (7.5YR 5/8), Non -Plastic, Dry,
Noncohesive (SAPROLITE/WEATHERED
i
i
i
ROCK)
i
70
Continued: As Above Except Olive (5Y 5/3)
SS -
5015'
5
i
i
14
i
i
75

BORING NUMBER GWA-7 D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
PAGE 4 OF 4
Phone: [phone]
hdri nc. co m/fo llow•us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment _
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
MONITOMNG
WELL
WW v
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Q01
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75
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SS.
5U/0"
0
75' Auger/SPT Refusal, Reamed 10" Hole
15
to 76', Set 6" PVC Casing 3/6/15, Grouted
SCHISTOSE MICA GNEISS, Strong, Gray
to Surface
3/16/15 Began HQ Coring
-
(7.5YR 5/1) and Brown (7.5YR 5/4), Medium
Grained, Medium Foliated, with Quartz and
76'- 89' Moderately Decomposed, Heavily
Plagioclase Veins, Garnets (SOUND ROCK)
Pitted Moderately Fractured, Fractures Tight
to Partially Open, Fe Staining
76'- 77' Kd/HFO Sample Obtained
RC- 1
98
86
77'- 77.5' Mineralogy Sample Obtained
77'- 81' Well Point (Falling Head)
Permeability Test 3/6/15
80
RC -2
97
83
Continued: As Above Except with
85
� .._.
Coarse -Grained Plagioclase in a Fine Matrix
g
i
RC -3
100
93
89'- 91' Slightly Decomposed, Slightly
Fractured, Fractures Tight to Partially Open,
Fe and Mn Staining, Clay Filling
i
i
IRC - 4
MICA SCHIST, Strong, Dark Gray (7.5YR 4/1),
100
100
90
IRC -5
Fine to Medium Grained, Thickly Foliated
(SOUND ROCK)
Boring Terminated at 91' BGS
Monitoring Well Installed on 3/16/2015
100,
100
Well Screened Interval 79'- 84' BGS
Bottom of borehole at 91.0 feet.
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)
)
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3
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BORING NUMBER GWA-7S
NC 28202-2075 PAGE 1 OF 2
IM)iCharlotte,
Phone: [phone]
hdrinc'.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/11/15 COMPLETED 3/11/15 GROUND ELEVATION 820.37 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 924089.91 EASTING 1685204.62
DRILLING METHOD 4 1/4" ID Hollow Stem Auqer GROUND WATER LEVELS:
LOGGED BY M. Zinsley CHECKED BY J. Catches NE DATE/TIME 7/7/2015 33.58 ft / Elev 786.79 ft
NOTES Southeast of Active Ash Basin 1 DATE/TIME --
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DESCRIPTION REMARKS
ING
WELL
U.1
D 0
m0>
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W
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of
D
`See GWA-7D for Lithology"
Boring Advanced for Purpose of Installing
Obtaining Samples and Installing Monitoring
Well
5
10
15
20
25

BORING NUMBER GWA-7S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 2
Phonw 704-338-8700
F)
hdrl n c.co mlfol low -us
CLIENT Duke Enerav Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
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REMARKS
RI
MONITONG
WFLL
pv
Q-
m0>mo
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W
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</7 Z
25
'See GWA-7D for Lithology"
30
Y
35
40
42.5' - 43.5' Kd, HFO, Mineralogy, and
Undisturbed Sample Obtained
Boring Terminated at 43.5' BGS
Monitoring Well Installed 3/11/15
-
UD -1
12
Well Screened Interval 27.5'-42.5' BGS
Bottom of borehole at 43.5 feet.

BORING NUMBER GWA 8D
440 S. Church street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 4
Phone: [phone]
h d ri nc. eomlfollow- us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/7/15 COMPLETED 4/10/15 GROUND ELEVATION 828.61_ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 923680.9 EASTING 1684362.29
DRILLING METHOD 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Gutierrez, M. DouglasCHECKED BY J. Catches_-_-_...... a DATE/TIME 7/7/2015 26.66 ft / Elev 801.95 ft
NOTES South of Active Ash Basin .......... 1 DATE/TIME ---
Z
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DESCRIPTION
REMARKS
�O°u We
W
aL)
m0> a
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0
7-1
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0
(ML) SILT, Dark Gray (N4), Non Plastic, Moist,
0'- 5' Hand Auger
Noncohesive, (FILL)
Hole Sizes:
10" 0'- 82'
5.9" 82'- 97'
5
SS - 1
3-3-5
17
(SM) SILTY SAND, Loose, Reddish Yellow
(B)
(7.5YR 6/8), Fine to Medium Grained, _
Non -Plastic, Moist, Noncohesive, Micaceous
(501L)
(ML) SILT, Medium, Gray (N5), Non Plastic,
Moist, Noncohesive, with Wood Fragments
(SOIL)---------------�-
10
(CL) CLAY, Medium, Reddish Yellow (7.5YR
SS - 2
2(e-4
11
6/8), Low Plasticity, Moist, Cohesive, with Silt,
Micaceous, (SOIL)
15
(SW -SM) SAND WITH SILT, Loose, Pale
SS -3
44-513
Yellow (5Y 7/3), Fine to Medium Grained,
(9)
Non -Plastic, Moist, Noncohesive, Micaceous,
with Fe Staining (SAPROLITE)
20
Continued: As Above with Mn Vein 20.6-20.7',
20'- 21.5' Total Inorganics and TOC
SS -4
3-3�
18
—2mm thick
Samples Obtained
i
(7)

BORING NUMBER GWA-81)
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 4
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
C
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REMARKS
MONITOMne
WELL
p
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oz
v
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0
25
(SW-SM) SAND WITH SILT, Medium Dense,
711-1216
Pale Yellow (5Y 7/3), Fine to Medium Grained,
_
(23)
Non -Plastic, Moist, Noncohesive, Micaceous,
with Mn Veins, Fe Staining (SAPROLITE)
30
Continued: As Above with White Felsic Veins
30.8'- 31.5' Total Inorganics and TOC
SS-6
�;1
18
Samples Obtained
33'- 34.5' Undisturbed Sample and HFO
UD -1
Sample Obtained
35
Continued: As Above Except Very Dense, with
SS-7
16-15-40
16
White Felsic Veins, Mn Veins, Fe Staining
(55)
(SAPROLITE/WEATHERED ROCK)
40
SS-8
5013"
3
i
i
45
Continued: As Above Except Dark Bluish Gray
45'- 46.5' Total Inorganics and TOC
_
i
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ss - 9
25
50/5"
17
(10B 4/1) with Fe-Stained Zones
am37-
Samples Obtained
p
i
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i
50

BORING NUMBER GWA-8D
440 S. Church Street, Suite 900
28202-2075 PAGE 3 OF 4
F)7zCharlotte,
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy.Carolinas _..___......... PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
Cjc
CL
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DESCRIPTION REMARKS
MOHfTpHING
WELL
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CO
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50
U)z
ss-
8
(SW -SM) SAND WITH SILT, Very Dense, Dark
10
50-5015'
Bluish Gray (10B 4/1), Fine to Medium
Grained,Non-Plastic, Moist, Noncohesive,
Micaceous, Fe Staining, Relict Gneissic
Foliation (SAPROLITE/WEATHERED ROCK)
55
Continued: As Above Except Coarse Grained,
Vi -
50-50/2"
6
A-1 1
Reddish Yellow (7.5YR 6/8) and Gray (5Y 5/1)
60
As Above Except Very Dense, Fine to Coarse 60.2' Fe Stained
12
Grained
65
(GW -GM) GRAVEL WITH SILT AND SAND,
SS-
gaa"
4 .
13
Very Dense, Dark Olive Gray (5Y 3/2),
Non -Plastic, Moist, Noncohesive, Micaceous,
Relict Gneissic Foliation
(SAPROLITE/WEATHERED ROCK)
70
Continued: As Above Except Very Dark Bluish
SS-
501T
2
14
Gray (51313 3/1), with Fe Staining
75

BORING NUMBER GWA-8D
Church Slreet, Suite 900
Charlotte. NC 28202-2075 PAGE 4 OF 4
,M)7Z4415.
Phone: [phone]
hdr 1 nc, co m1f all ow -us
CLIENT Duke EnergV Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
w�
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REMARKS
MONITORING
���r
pv
dU
m0>
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75
SS -
50/4"
4
(GW) GRAVEL, Very Dense, Bluish Brack
75
(5PB 2.511), Non -Plastic, Moist, Noncohesive,
Micaceous, Fe Staining, Relic( Gneissic
Fallatton (SAP ROLITEIWEATHERED ROCK)
(SW -SM) SAND WITH SILT, Very Dense,
Strong Brown (7.5YR 518). Fine to Medium
Grained, Non -Plastic, Moist, Noncohesive,
Micaceous, (SAPROLITEIWEATHERED
80
ROCK)
ss -2
7-z�-
13
{GW GM) GRAVEL VhiITH SILT AND SAND. --
16
50/5"
Very Dense, Reddish Yellow (7.5 -YR 718);
Non -Plastic, Moist, NonCohesive, Mlcar&>us,
(SAPROLiTE1WEATHERED ROCK}
SSM
5mQ"
p
SCHISTOSE MICA GNEISS, Strong, Bluish
82' Auger Refusal, 6" PVC Casing Installed
Gray (5G 6/1), Thinly Foliated
to 82.5, Grouted to Surface 4/9/15
RC -11
60
60
(WEATHERED/FRACTURED ROCK)
82' Began HQ Coring
82' Fresh, Slightly Fractured, Joints, Tight,
Healed, Quartz Mineralization
Continued: As Above Except Less
$
Weathered/Fractured (SOUND ROCK)
86'- 86.4' Fe Oxidized Grains/Bands
RC -2
100
100
86.1' Fracture, Horizontal, Healed, Quartz
Mineralization
87' Joints, 70', Healed, Quartz
-
Mineralization
90
89.8'- 90.1' Quartz Vein
90.1'- 90.7' Joints, 70', Healed, Quartz
Mineralization
IRC -3
100
100
92' Joint, Horizontal, Some Fe Staining
95.
RC - 4
87
87
Continued: As Above Except Greenish Gray
96' Fracture, 90', Stepped, Healed, Quartz
Mineralization
(5PB 6/1)
Boring Terminated at 97' BGS.
Monitoring Well Installed 4/10/2015.
Well Screened Interval 89'- 94' BGS
Bottom of borehole at 97.0 feet.

BORING NUMBER GWA-8S
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 2
Phone: [phone]
hdri nc. com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes_County,_NC
DATE STARTED 4/10/15 COMPLETED 4/10/15 GROUND ELEVATION 828.27 ft HOLE SIZE(S) 12 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 923683.73 EASTING 1684368.98
DRILLING METHOD 8 1 /4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Gutierrez _ CHECKED BY J. Catches a DATE/TIME 7/7/2015 25.13 ft / Elev 803.14 ft
NOTES South of Active Ash Basin ......... 1 DATE/TIME --
Iz
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DESCRIPTION
REMARKS
� MTOMNG
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Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
0'- 5' Hand Augered
5
10
15
20
1 1
1
1—
25

BORING NUMBER GWA-8S
4417 S. Church Street, Suite 900
28202-2075
PAGE
2 OF 2
F)7zCharlotte,
Phone: [phone]
hd rl nc. corn 1fol low -U5
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
.
PROJECT NUMBER 244829
PROJECT LOCATION _ Stokes, County, NC
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*See GWA-81D for Lithology*
Water Level 24.8' BGS 4/10/2015 1221
-
7;
i,
30
a .
a'
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33'- 34.5' Undisturbed Sample and HFO
Sample Obtained
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35
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Boring Terminated at 39' BGS.
i:' .'; -.•
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Well Screened Interval 20'- 35' BGS
v Bottom of borehole at 39.0 feet.
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BORING NUMBER GWA-9BR
440 S. Church Street, suite 900
Charlotte, NC 26202-2075 PAGE 1 OF 6
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas _._.............. PROJECT NAME _ Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/6/16 COMPLETED _ 5/10/16 _ GROUND ELEVATION 791.58 HOLE SIZE(S) 9, 5. 3 inches
DRILLING CONTRACTOR Cascade DrillingLL.P. NORTHING 924737.90 EASTING 1681483.82
DRILLING METHOD Sonic GROUND WATER LEVELS:
-OGGED BY J. Pendleton CHECKED BY _ -T- DATE/TIME 5/11/2016 7:15:00 AM 44.20 ft
_...
NOTES 1 DATE/TIME ---
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0'-90.5'
Hole sizes: 0-66.5'=9"; 66.5-120'=5";
120-130'=3"
5
RQD was not calculated, rotosonic process did
not produce core greater than 4"
10
15
20
25

BORING NUMBER GWA-9BR
S. Church S1111111, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 6
j=)j4411
Phone: 704-3:38-6700
hdHnc.comJWow-us
CLIENT Duke Ener nv Carolinas PROJECT NAME Be[ews Creek Post -CSA Addi[ionz_Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County,NC
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Refer to GWA-9SB and GWA-9D for Iithoiogy
0'-90.5' (continued)
30
35
40
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45
i
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i 50

BORING NUMBER GWA-9BR
440 S. Church Street, Suite 900
NC 28202-2075 PAGE 3 OF 6
F)�ZCharlotte.
Phone: [phone]
hdrinc,CQaVfd10W-us
CLIENT Duke Energy Carolinas .... PROJECT NAME BeleM Creek Ppst-CSA Additional Assessment_
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
u7 Da.
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Refer to GWA-9S8 and GWA-9D for lithology
U-90.5(continued)
55
60
65
70
75

BORING NUMBER GWA-9BR
440 S. Church Street, suite 101
CharTotte, NC 2075 PAGE 4 OF 6
Phone:
Phone:[phone]pp
,M)7Z 7mlf°Ilow 7s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment ---
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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Refer to GWA-9SB and GWA-9D for Ilthology
0'-90.5' (continued)
80
85
9.0_
MICA SCHIST, moderate to strong, greenish
Fe staining and Qtz veins seen throughout
I
i
green (5GY 511), thinly foliated (SOUND ROCK)
material recovered
I -
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i 95
RC -1
Sand and mud seen in water returning to
surface. Driller Indicates Run 1 includes zones
i
of fractures (very easy drilling)
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100

BORING NUMBER GWA 9BR
440 S. Church Street, Suite 900
ChaPAGE 5 OF 6
702075
Phone:[phone]q
Phone:
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC
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=ailing Head Test #1 (100-110') - 5/9/16:
1507-1527
105
RC -2
110
_
MICA GNEISS, strong, bluish gray (58 511), Falling Head Test #2 (110-120') - 5/10/16:
massive to thinly fo[iated (SOUND ROCK) 1005 - 1015
MICA GNEISS, moderately strong, greenish gray
(56Y 5/1), massive to thinly foliated (SOUND
ROCK)
115
Rc - 3
Falling Head Test #3 (115-120') - 5/10/16:
i
1031-1041
i
i
i
i
MICA GNEISS, strong to very strong, very dark
J
120
gray (N3), massive (SOUND ROCK)
_
Falling Head Test #3 (120-130') - 5/10/16:
-_
1605-1615
!
i_
i
pH reading of 8.0-8.5
i
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.
125
��

BORING NUMBER GWA-9BR
S. Church Street, 5,011,970
Charlotte, 2$272-2075
PAGE 6 OF 6
F)7Z440
Phone: 70d-3�36-6777
hd ri nc. comlfdllow-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC
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Bottom of borehole at 130.0 feet.
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
Photo 1 - GWA-9BR: Sample RC -1 Depth: 64.0'-66.0' Date: 05/06/16
5E'`�1:F Lt K � m.57vr+ON RUN l'. 90-100
pos-r GSR RUNS . IOo — 110 / 31;
(m\,nA—SBR. _� u� 3 llp -'—"�, �+•r>�
Ru�� Tzo' 19n " 4%, �� e
C3o� 101=1
Photo 2 - GWA-9BR: Box 1 of 1 Depth: 90.0' -130.0' Date: 05/06/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA 9D
440 S. Church Street, Suite 900
Charlotte, INC 28202»2075 IMAGE 1 OF 4
Phone: [phone]
1=)7Z
hdrin c.co mil allow -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/30/15 COMPLETED 6/4/15 GROUND ELEVATION 791.25 ft HOLE SIZE(S) 10, 5.9 Inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 924747.11 EASTING 1681491.82
DRILLING METHOD 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches T DATE/TIME 717/2015 41.43 ft / Elev 749.82 ft
NOTES _.Northwest of Ash Landfill, Southwest of Active Ash Basin 1. DATEmME --
1a. Z
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DESCRIPTION
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1HONWELL "c
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*See GWA-9GTB for Lithology to 75.0' *
Hole Sizes:
10"0'-75.5'
5.9'75.5'- 90.5'
5
10
15
20
25

BORING NUMBER GWA 9D
440 S. Church Slmet, Suite 900
Charlotte, 28207-2075 PAGE 2 OF 4
Phone: [phone]
hd ri n c.comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Grounowa(er_Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County.. NC...............
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*See GWA-9GTB for Lithology to 75.0-
30 30
35
40
I
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45
i
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5o

BORING NUMBER GWA-9D
440 S. Church Street, Suite 900
INC 28202-2075 PAGE 3 OF 4
,M)7ZCh
Rhone:one: 704-33"700
hdrl n c, comtfol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. INC
az
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*See GWA-9GTB for Lithology to 75.0-
55
60
65
70
75

BORING NUMBER GWA-91)
PAGE 4 OF 4
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
a =)
440 9, Church Street, Sulte 900
Charlotte, 28 75
-3
Ptrane: 704-338-670q6700
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-91)
PAGE 4 OF 4
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
a =)
(nJ
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DESCRIPTION
REMARKS
MONITOMNG
WELL
w"J❑
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75
MICA SCHIST, Strong, Very Dark Bluish Gray
6" PVC Casing Set 6/2/15 to 75.5', Grouted
(10B 3/1) Coarse Grained, with Quartz,
to Surface
RC - 1
70
55
Garnet, Thickly Foliated —30°
6/3/15 Began HQ Coring
-
(WEATHERED/FRACTURED ROCK)
75.5'- 83' Slightly Decomposed
75.5' - 80.5' Slightly Fractured, Fractures
Continued: As Above Except SOUND ROCK
P
Partially Open, Few Fractures Fe Stained,
Sulfide Mineralization
75.5' - 80.5' Well Point (Open -Hole) Falling
RC -2
g7
97
Head Permeability Test Conducted on
80
6/4/15
79.5' Fracture, Fe Stained
80.5-83' Intensely Fractured, Fractures
SCHISTOSE MICA GNEISS, Strong, Very
Dark Bluish Gray (10B 3/1), Fine Grained, with
Tight to Open, Fe Stained
RC -3
95
65
Quartz, Garnet, Schistose, Medium Foliated
--30° (SOUND ROCK)
L
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U
83'- 84.5' Highly Decomposed, Fe Stained
83'- 87.5' Very Intensely Fractured, Tight to
Partially Open, Mn Dendrites, Fe Staining
o05
RG - 4
I
90
20
84.5'- 90.5' Slightly Decomposed
V
0
i
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7
e
_
_
Continued: As Above Except Bluish Gray (513
Ld
`
5/1), Fine to Medium Grained (SOUND ROCK)
88,5' - 90.5' Micro -Fractures, Tight to
Partially Open, White Mineral Filling
RC -5 5
100
83
Boring Terminated at 90.5' BGS
0 90
Monitoring Well Installed on 6/4/15
Well Screened Interval 83'- 88' BGS
-
ri
n Bottom of borehole at 90.5 feet.
a

BORING NUMBER GWA-9S
440 S. Church Streel, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
hd r I nc.com lfol law -u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
DATE STARTED 5/28/15 COMPLETED 5/29/15 _.. GROUND ELEVATION 790.77 ft HOLE SIZE(S) _ 8_inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. _ NORTHING 924744.66 EASTING 1681495.09
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches _ -7 DATE/TIME 7/7/2015 39.89 ft / Elev 750.88 ft
NOTES Northwest of Ash Landfill, Southwest Df Active Ash Basin 1 DATE/TIME -
z
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DESCRIPTION
REMARKS
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CO
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*See GWA-9GTB for Lithology*
Boring Advanced for Purpose of Installing
Monitoring Well
5
x
10
15
20
25

F)�Z 441 S. Church Street, 5uile 900
NC 28202-2075
Phone: 7
Phone: 704-33&8700
hdrinc.com/follow-us
BORING NUMBER GWA 9S
PAGE 2 OF 3
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
a�
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DESCRIPTION
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Mo WELL
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25
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"See GWA-9GT13 for Lithology"
30
Water Level 39.2' BGS Prior to Driling
35
40
5/29/15
Water Level 39.45' BGS After Well
-
installation 5/29/15
45
0

440 S. Church Street, Suite 900
F)ICharlotte, NC 28202-2075
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-9S
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
CL
1
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DESCRIPTION
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M9NWELL we
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50
"See GWA-9GTB for Lithology"
50'- 52' Total Inorganics and TOC Samples
Obtained
Boring Terminated at 53.0' BGS
-
Monitoring Well Installed on 5129/2015
Well Screened Interval 36.0'-51.0' BGS
Bottom of borehole at 53.0 feet.

AAn C Chnmh Qf—.t Cni}c OM
BORING NUMBER GWA-9GTB
28202-2075 PAGE 1 OF 3
Phone: [phone]
F)ICharlotte,
hdri nc. com/fol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment. .. ...
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/27/15 COMPLETED 5/28/15 GROUND ELEVATION 790.77 ft HOLE SIZE(S) .8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 924744.11 EASTING 1681494.82
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches DATEITIME --
NOTES _Northwest of Ash Landfill, Southwest of Active Ash Basin DATE/TIME --
�Zof
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(MONITORING
WELL
pv
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_j'`)0
m0>
of
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<z
UZ
v
W
W
O
0
(ML.) SILT, YelloWsh Red (SYR 5/8),
Boring Advanced for Purpose of Obtaining
Non -Plastic, Dry, Noncohesive, with Mica
Samples
(SOIL)
0-5' Hand Augered
5'
(ML) SILT WITH SAND, Very Stiff, Yellowish
Mn Staining
SS -1
17-10-15
11
Red (5YR 5/6), Non -Plastic, Moist,
(25)
Noncohesive, with Fine Sand, Micaceous
(SAPROLITE)
— --
10
Continued: As Above Except Red (2.5YR 4/8),
SS -2
37-147
with Gravel -Size Fragments of Weathered
(21)
Rock, Micaceous
15
(ML)SILT, Stiff, Red (2.5YR 5/8), Non -Plastic,
Noncohesive, Micaceous, (SAPROLITI�)_
15.4'- 16.5' With Mn Veins
34-5
(9)
11
_Moist,
(SW -SM) SAND WITH SILT, Loose, Reddish
Yellow (7.5YR 6/8), Very Fine Sand with Silt,
Non -Plastic, Moist, Noncohesive, Micaceous
(SAPROLITE)
20
(ML) SILT, Stiff, Reddish Yellow (7.5YR 6/6),
Non -Plastic, Moist, Noncohesive (SAPROLITE)SS-4
24-5
13
SW -SM SAND WITH SILT, Loose, Reddish
Yellow (7.5YR 6/8), Very Fine Sand with Silt,
20.5'- 21.5' With Mn Veins
Non -Plastic, Moist, Noncohesive
(SAPROLITE)
25

BORING NUMBER GWA-9GTB
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 3
phonearse: 704-338-67.00
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
n
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De DESCRIPTION REMARKS
NGNWELL
pv
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m0>'In
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25
Continued: As Above Except Medium Dense,
SS - 5
4-7-7
(14)
12
Micaceous (SAPROLITE)
30
Continued: As Above Except Fine Sand with Silt,
SS -6
6-9-12
18
Light Olive Brown (2.5Y 5/3)
35
Continued As Above Except Reddish Yellow 35'- 36.5' High Angle Mn Veins
SS -7
&211)2
18
(7.5YR 6/8) and Grayish Brown (2.5Y 5/2)
40
Continued: As Above Except Dark Grayish 40'- 41.5' Total Inorganics and TOC
SS -8
6;B)1
18
Brown (10YR4/2) Samples Obtained
Water Level 41.5' BGS 5/28/2015
45
(SM) SILTY SAND, Loose, Dark Grayish
2(3-4
15
Brown (10YR 4/2) AND Yellowish Red (5YR
6/8), Non -Plastic, Moist, Noncohesive
-
(SAPROLITE)
50

BORING NUMBER GWA-9GTB
440 S. Church Street, Site 900
827'2-2075 PAGE 3 OF 3
Phone: [phone] $-6700
F)'RCharlotte,
hdrinc. com/foilow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
y
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0
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F W
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DESCRIPTION
REMARKS
tcrL
weu
pv
0-v
m0>
on 6
0:0
Y
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0
QO
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W
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50
lA
(SW -SM) SAND WITH SILT, Medium Dense,
SS-
2(17)
(17)
14
Yellowish Brown (10YR 5/4), Fine Sand with 50.5'- 51.5' Total Inorganics and TOC
-
10
Silt, Non -Plastic, Moist, Noncohesive Samples Obtained
(SAPROLITE)
55
(SW -SM) SAND WITH SILT AND GRAVEL, 55'- 56' Undisturbed Sample Obtained
UD -1
Medium Dense, Yellowish Brown (10YR 5/4),
Fine Sand with Silt, Non -Plastic, Moist, 56' - 60' Kd/HFO, TOC, and Mineralology
SS-
24-20-21
11
Noncohesive, With Fragments of Micaceous Sample Obtained
11
(41)
Weathered Rock (SAPROLITE)
60
(ML) SANDY SILT, Hard, Very Dark Grayish 60'- 62' KD, HFO Samples Obtained
SS-
5013"
3
72
Brown (10YR 3/2), Non -Plastic, Moist,
Noncohesive, Micaceous, Fine to Medium
Sand (SAPROLITE/WEATHERED ROCK)
65
_ — — — -- —
No Recovery
SS -
Will
0
i
c
i
I
13
1
I
1
1
70
(GW -GM) GRAVEL WITH SAND AND SILT, 70' Sericite and Mn Veins
-
5013°
3
14
Very Dense, Dark Yellowish Brown (10YR
-
4/3), Non -Plastic, Moist, Noncohesive,
Micaceous, with Medium Sand
(SAPROLITE/WEATHERED ROCK)
i
1 ..
i
75' SPT Refusal
Boring Terminated at 75', Grouted to
75
Surface 5/28/15
Bottom of borehole at 75.0 feet.

BORING NUMBER GWA-10D
4411 S. church Streel, suite 900
Charlotte, NC 28200-2075 PAGE 1 OF 3
Phone: [phone]
hdnnc.comifollow•us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/13/15 COMPLETED 4/17/15 _ GROUND ELEVATION 747.04 ft HOLE SIZE(S) 12, 5.9 inches
DRILLING CONTRACTOR _Parratt-Wolff, Inc. NORTHING 927959.41 EASTING 1681044.63
DRILLING METHOD 4 1/4" ID and B 114" ID HSA, 5 718" TMR, HQ Care GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches NE DATErnME 7/7/2015 7.84 ft / Elev 739.20 ft
NOTES West of Active Ash Basin _ 1 DATE/TIME --
Z
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DESCRIPTION
REMARKS
MG N}TMNG
WELL
pv
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m0>
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w
W
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of
0
(ML) SILT, RED (2.5YR 4/8), Non -Plastic, Dry, 0'- 5' Hand Augered
Noncohesive (SOIL) Hole Sizes:
12" 0'- 49'
5.9" 49'- 64'
0'- 5' Total Inorganics and TOC Sample
Obtained
5
Continued: As Above Except Medium, Brownish
3(7)
15
Yellow (10YR 6/8) to Olive Yellow (2.5Y 6/8)
3
Continued: As Above Except Red (2.5YR 4/8)
ML SILT, Very Stiff, Brown 7.5YR 414 9'- 10.5' Total Inorganics and TOC Sample
(ML) ry ( )'
10
SS -z
7-&12
(21)
18
Obtained
Non -Plastic, Moist, Noncohesive, Micaceous,
Mn Staining (SAPROLITE)
15
SS - 3
z6-0-
50/5"
13
(ML) SILT WITH SAND, Stiff, Light Olive
20
SS -4
3-5-7
�12)
13
Brown (2.5Y4/8), Non -Plastic, Moist,
Noncohesive, with Fine Mica (SAPROLITE)
Continued: As Above Except Medium, Olive
25
SS- 5
2-14
18
.
Yellow (2.5Y 6/6), Wet

BORING NUMBER GWA-10D
440 S. Church Street, Site 900
NG 28202»2075 PAGE 2 OF 3
IM)iCharlotte,
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Eneqgy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
CL
o
2
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a
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0 z Q
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DESCRIPTION
REMARKS
r"o" "c
pv
m0Z
n0
0
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2U
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Z2'
25
(ML) SILT WITH SAND, Medium, Olive Yellow
(2.5Y 6/6), Non -Plastic, Wet, Noncohesive,
with Fine Mica (SAPROLITE)
Continued: As Above Except Stiff, Strong Brown
3p
SS - 6
24-10
(14)
18
(7.5YR 5/6), Moist
ASS
50
6
35
Continued: As Above Except Hard, Dark Brown
39'- 40.3' Total Inorganics and TOC
40
SS - 8
22-40-
50/4^
16
(7.5YR 3/4) to Strong Brown (7.5YR 4/6)
(SAPROLITE/WEATHERED ROCK)
Sample Obtained
Continued: As Above Except Olive Brown
SS - 9
50
6
45
(2.5YR 4/3) and Brownish Yellow (10YR 6/6)
46- 47' HFO Sample Obtained
44- - 49' Mineralogy Sample Obtained
49' SPT Refusal, Reamed with 8 1/4" ID
Auger, 6" PVC Casing Installed, Grouted to
Surface 4/14/15
4/16/15 Began HQ Coring
55-
0
MICA SCHIST, Strong, Very Dark Gray (10YR
50
10
3/1), Thinly Foliated (SOUND ROCK)

446 S..Church Street, Suite 900
Charlotte, NC0 2Q75
i
Phone; 704-33B-6700
hdrl n c. co mlfol low -us
CLIENT Duke Energy Carolinas.
PROJECT NUMBER 244829
BORING NUMBER GWA-1OD
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
55
um
RC -
RC -
RC-
MICA SCHIST, Strong, Very Dark Gray (10YR
3/1), Thinly Foliated (SOUND ROCK)
(continued)
98 86
Continued: As Above with Small Garnets
100: 98
Continued: As Above Except Weak, Dark
Greenish Gray (10GY 3/1)
49'- 54' Fresh, Moderately Fractured
49'- 54' Well Point (Falling Head) Test
4/16/15
50.7'- 50.9' Joints, 65°, Open, Fe Staining
52.5' Joint, Vertical, Open, Fe Staining
53.5' Joint, 35°, Open, White Clay Filling
54.8' Joint, 40°, Open, White Clay Filling
55.7', Joint, 55% Undulatory, Open, White
Clay Filling, Fe Staining
62.2', Joint, 45°, Open, Clean
98 96
Boring Terminated at 64' BGS
Monitoring Well Installed on 4/17/15
Well Screened Interval 505- 55.5' BGS
Bottom of borehole at 64.0 feet.
o
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F-
Z J
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U
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Ci
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CL iz
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Lu
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DESCRIPTION
REMARKS
MIOl TM"G
WELL
pv
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m0>'�0
of0
U
QO
UZ
LU
W
O
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50
55
um
RC -
RC -
RC-
MICA SCHIST, Strong, Very Dark Gray (10YR
3/1), Thinly Foliated (SOUND ROCK)
(continued)
98 86
Continued: As Above with Small Garnets
100: 98
Continued: As Above Except Weak, Dark
Greenish Gray (10GY 3/1)
49'- 54' Fresh, Moderately Fractured
49'- 54' Well Point (Falling Head) Test
4/16/15
50.7'- 50.9' Joints, 65°, Open, Fe Staining
52.5' Joint, Vertical, Open, Fe Staining
53.5' Joint, 35°, Open, White Clay Filling
54.8' Joint, 40°, Open, White Clay Filling
55.7', Joint, 55% Undulatory, Open, White
Clay Filling, Fe Staining
62.2', Joint, 45°, Open, Clean
98 96
Boring Terminated at 64' BGS
Monitoring Well Installed on 4/17/15
Well Screened Interval 505- 55.5' BGS
Bottom of borehole at 64.0 feet.

BORING NUMBER GWA-1 ODA
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 3
Phone., 704-338-6700
hdrinc.ca[Mlfollaw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Addltional_Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/14/17 COMPLETED ..3/16/17 GROUND ELEVATION ..749-27 ft HOLE SIZE(S) 12, 5, 4 inches
DRILLING CONTRACTOR Geologic Exploration. Inc. NORTHING 927955.437 EASTING 1681075,623
DRILLING METHOD I lollnw SIem.Auger, Tri -Cone Rot_ors+, Hg_ Core GROUND WATER LEVELS:
LOGGED BY UV. Wir'rrberiy, M. Sheeh&lECKED BY S. Abernathy DATE/TIME -
NOTES DATEITIME ---
-
a- z
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DESCRIPTION
REMARKS
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See GWA-1 OD for llthology 0'-60'
5
10
15
20
25

BORING NUMBER GWA-1 ODA
440 S, Church Street, Suite 900
hNG 2 8202-2 07 5 PAGE 2 OF 3
Phone:
,M)7Zone:704-338-$700
hd ri nc, co mfio Ilow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County,_NC
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DESCRIPTION
REMARKS
z
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0
(n Z
25
See GWA-1 OD for iithology 0'-60' (continued)
30
—49' Slow advancement
35
40
45
5D

t35 I I RC -11 I 182 1 55
MW
6
0
J
Z
0
CD
55' Auger refusal, 5" PVC casing installed,
boring advanced to 60' with roller cone
BIOTITE GNE155, very rtieak tv weak, reddish 6Q'-63' Highly fractured, joints are
brown (5YR 414), schistose with minor felsic predominantly horizontal
gneissic banding, very fine, subhorizontal
foliation, highly to moderately. decomposed
Continued: strong to very strong, white (N8) and
light gray (N7)
Bottom of borehole at 70.0 feet.
65,9' Joint - subhvrizantal, narrow, surface
Fe staining, rough
66,5' Joint - subhorizontal, narrow, surface
Fe staining, rough
67.4' Joint - -45', narrow, surface Fe
staining, rough
68' Joint - -45`, narrow, surface Fe staining,
rough
Boring terminated at 70', screened interval
set at 64.5'-69.5', monitoring well instaxN�-7-
3/16/17 r
BORING NUMBER GWA-1 ODA
40S. Church Street, Suite 900
440S '
Charlotte, NC 2B202-2075
PAGE 3 OF 3
Phone:[phone]
hd ri n c, c0m/fol low- us
CLIENT Duke Energy Carolinas ....................... PROJECT NAME Belews Creek -Post CSA Addilional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
Z
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DESCRIPTION
REMARKS
Z
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50
See GWA-1 OD for lithology 0'-60' (continued)
t35 I I RC -11 I 182 1 55
MW
6
0
J
Z
0
CD
55' Auger refusal, 5" PVC casing installed,
boring advanced to 60' with roller cone
BIOTITE GNE155, very rtieak tv weak, reddish 6Q'-63' Highly fractured, joints are
brown (5YR 414), schistose with minor felsic predominantly horizontal
gneissic banding, very fine, subhorizontal
foliation, highly to moderately. decomposed
Continued: strong to very strong, white (N8) and
light gray (N7)
Bottom of borehole at 70.0 feet.
65,9' Joint - subhvrizantal, narrow, surface
Fe staining, rough
66,5' Joint - subhorizontal, narrow, surface
Fe staining, rough
67.4' Joint - -45', narrow, surface Fe
staining, rough
68' Joint - -45`, narrow, surface Fe staining,
rough
Boring terminated at 70', screened interval
set at 64.5'-69.5', monitoring well instaxN�-7-
3/16/17 r

ddn C Cthivrih .Rfmpt c"itp ann
BORING NUMBER GWA-1OS
Chrirlotte, NC 2075 PAGE 1 OF 2
8-6-10
F)7z Phone: [phone]
I d n c, rnmlfa! Inw-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment_
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/15/15 COMPLETED 4/15/15 GROUND ELEVATION 746.78 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 927962.34 EASTING 1681038.32
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY O- Brown CHECKED BY J. Catches -7 DATErriME 717/2015 6.54 It 1 Elev 740.24 ft
NOTES West of Active Ash Basin 1 DATEfTIME --
az
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0
_
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DESCRIPTION REMARKS
1NOWW°LLR°N6
O
a]OUZ
�0
U
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0
'See GWA-1 OD for Lithology'
Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
3
Y
10
1
24'-26' HFO and Undisturbed Samples
15
20
i
i
i
Obtained
25
Borinu Terminated at 26' BGS

BORING NUMBER GWA 10S
S. Church Street, Sulte 900
Charlotte, 28202-2075
PAGE 2 OF 2
F)7Z440
Ph❑ne: 704-3-3 38-670q
hd ri nc. comlfollow-us
CLIENT Duke Energy Carolinas.
PROJECT NAME _ Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County. NC
azco
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WW
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DESCRIPTION
REMARKS
NFON17pFilNG
wEu
pv
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J
m0>
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U
g�
Uz
W
W
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25
"See GWA-1 OD for Lithology"
Monitoring Well Set on 4/15/2015
a. .
Well Screened Interval 4'- 19' BGS
Bottom of borehole at 26.0 feet.
a
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ti
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2
Er
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(7
(D
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❑
m
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❑
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BORING NUMBER GWA-11 D
440 S. Church Street, Suite 900
Charlotte,NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
F)1
hdr1nc.com/fotlow-us
CLIENT Duke Energ v Carolinas _ PROJECT NAME _ Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
DATE STARTED 4/7/15 COMPLETED 4/11/15__ GROUND ELEVATION 754.61 ft HOLE SIZE(S) 12, 5.9 Inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928901.25 EASTING 1681539.67
DRILLING METHOD 4 1/4" ID and 8 1/4" ID HSA, 5 7/8"TMf3_ HQ Core GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches I DATE/TIME 7/7/2015 31.46 ft / Elev 723.15 ft
NOTES West of Active Ash Basin 1 DATE/TIME -
E7 �EL
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J a'
Y� �'
a-
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O a
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DESCRIPTION REMARKS
(MONITORING
MLL
pv
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m0>
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0'0 U
Q
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O
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w
w 0
0
*See GWA-11 S for Lithology to 57.0'*
Hole Sizes:
12"0'-57.0'
5.9" 57'- 72'
5
t
i
i
i
i
i
1a
i
i
15
S 20
z
s
2
e
25

BORING NUMBER GWA-11 D
4418, Church Street, site'11111
Charlotte, NC 28202-2075 PAGE 2 OF 3
Phone: [phone]
hdrinc.com/follow-us
CLIENT _Duke Energy Carolinas PROJECT NAME Belews._Greek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
CL
o
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rW
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Y
a
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DESCRIPTION
REMARKS
MONITIXUHG
WELL
pv
0
av
in
O
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QOUZ
<
W
W
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25
*See GWA-11 S for Lithology to 57.0'*
29'-30.5' Total Inorganics and TOC
30
Samples Obtained
3
Water Level 31.8' BGS During Drilling
35
35'-36.5' Total Inorganics and TOC
Samples Obtained
40
42'42.6' Undisturbed, Kd, HFO and
11D-1
i
Mineralogy Samples Obtained
45
i
i
i
i
I
I
i
' S4

440 S. Church Street, Suite 900
Charlotte, 2075
Phone: [phone]-fi700
hdri nc. comlfollow-u s
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-11D
PAGE 3 OF 3
PROJECT NAME Belews.Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County. NC
LLr�z
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a
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J�
3 F- r
0¢ ❑�
Y
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0
0:
DESCRIPTION
REMARKS
MON[rORIN6
WELL
Lu
o 0
-j
mOg Na
W0
U
U
QO
UZ �
W
0
wz
'See GWA-11S for Llthology to 57.0'
55
55'-55.4' Total Inorganics and TOC
Samples Obtained
MICA SCHIST, Strong, Dark Gray (N4), Thinly 57' Refusal of 4 1/4" ID Auger, Reamed
Foliated, with Garnet (SOUND ROCK) With 8 1/4" Auger
57'6" PVC Casing Installed, Grouted to
Surface 4/9/15
RC. t
90
65
58.6'-59.1' Multiple Fractures, Fe Stained,
Some Pyrite
g0
59.1' Joint, 35', Open, Fe Staining
61'-66' Fresh, Moderately Fractured,
Fractures Likely Mechanical Breaks Along
-
Foliation
i
n

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BORING NUMBER GWA 11S
Charlotte, NC 28242-2075 PAGE 1 OF 3
Phone:[phone]
F)"Z
hdrinc, com/fol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER .244829 _ PROJECT LOCATION Stokes County, NC
DATE STARTED 4/7/15 COMPLETED 4/9/15 GROUND ELEVATION 754.49 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 928897.65 EASTING 1681535.08
DRILLING METHOD 4 1/4" ID Hollow Stem Auger _.. GROUND WATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches 7 DATE/TIME 7/7/2015 28.77 ft / Elev 725.72 It
NOTES West of Active Ash Basin 1 DATE/TIME --
a] CL z
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ZiHD
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Q_
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DESCRIPTION
REMARKS
OR1N°
pv
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m0>
no
000
U
MQ
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of
0
(ML) SILT WITH SAND, Red, (2.5YR 4/6),
0'-3' Hand Augered
Non -Plastic, Dry, Noncohesive (SOIL)
(ML) SILTY SAND, Loose, Red (2.5 YR 4/6),
SS- 1
3(7)
16
Non -Plastic, Dry, Noncohesive, Micaceous
�)
(SAPROLITE)
5
Continued: As Above Except Very Dense,
SS -2
11-2845
18
Strong Brown (7.5YR 4/6), Mn Staining,
(73)
Micaceous
10
... _.........
FSS-3�11-26-32
(5B)
17
15
Continued: As Above Except Medium Dense
USS6-12-13
s 12-13
15
15
(25)
20
Continued: As Above Except Dark Yellowish
LS
8.12-10
17
Brown (10YR 4/1)
(22)
25

nnn c C'k -6 [ZI—f Q.ro onn
BORING NUMBER GWA 11 S
NC 28272-2075 PAGE 2 OF 3
F)7zCharlotte,
Phone: 704-33M700
hd ri nc. com /fol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews-Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
z
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DESCRIPTION
REMARKS
°"or+rNc
WELL
pv
mOZ
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RW
U
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of
25
(ML) SILT WITH SAND, Medium Dense, Dark
—_
Yellowish Brown (10YR 4/6), Non -Plastic, Dry,
Noncohesive, Micaceous, Mn Staining
(SAPROLITE)
Continued: As Above Except Moist
SS -6
rr3"3
13
Water Level 28.3' During Drilling
Q
(6)
30
Continued: As Above Except Dense, Dark
$S-7
9-17-30
16
Yellowish Brown (10YR 3/6), Wet
(47)
35
Continued: As Above Except Medium Dense,
6-9-
15
Olive Brown (2.5YR 4/3)
40
Continued: As Above Except Very Dense, Dark
$S - 9
5-19-32
14Yellowish
Brown (10YR 4/6)
(51)
(SAPROLITE/WEATHERED ROCK)
45
SS-
15-30-
13
10
5015'
50

440 S. Church Street, Suite 900
F)R Charlotte,
NC 28202-2075
Phone: [phone]
h d ri nc. com ifol low -u s
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-11 S
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stokes County, NC
50
(ML) SILT WITH SAND, Dark Yellowish Brown
(10YR 4/6), Very Dense, Non -Plastic, Moist,
Noncohesive, Micaceous (SAPROLITE)
(continued)
Continued: As Above Except Dark Olive Brown
(2.5Y 3/3)
Bottom of borehole at 58.0 feet.
56' Auger/SPT Refusal
Boring Terminated at 58.0'
Monitoring Well Installed on 4/9/15
Well Screened Interval 23'-38' BGS
L,L j c
0
e
o
=
0�
W
HLLJ
3:
YO
CY
H .-.
J W
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O Q
J
n?
W
UO >
Y
DESCRIPTION
REMARKS
MONHOMNG
YELL
Lus
0
o O
m0>
O
�0
U
UZ
<Z
W
50
(ML) SILT WITH SAND, Dark Yellowish Brown
(10YR 4/6), Very Dense, Non -Plastic, Moist,
Noncohesive, Micaceous (SAPROLITE)
(continued)
Continued: As Above Except Dark Olive Brown
(2.5Y 3/3)
Bottom of borehole at 58.0 feet.
56' Auger/SPT Refusal
Boring Terminated at 58.0'
Monitoring Well Installed on 4/9/15
Well Screened Interval 23'-38' BGS

BORING NUMBER GWA-12BR
440 S. Church Street, Suite 900
-3 2075 PAGE 1 OF 5
8-670
Phone: T04-338-fiT00
Phone: 7
hdrinc.comHollow-us
CLIENT Duke Energy Carolinas _ PROJECT NAME _ Belews Creek - CSA Grow1dvv@1er Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes__County, NC
DATE STARTED 4/22/15 COMPLETED 4/30/15 GROUND ELEVATION 833.35 ft HOLE SIZE(S) 10, 5.9, 4.9, 3.8 in
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 922343.07 EASTING 1683369.37
DRILLING METHOD 4._1/4" ID HSA, 10", 5 7/8" and 4 7/8" TMR. HQ Core GROUNDWATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches DATEITIME 7/7/2015 62.00 ft / Elev 771.35 ft
NOTES West of Active Ash Basin 1 DATE/TIME --
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0'- 5' Hand Augered
Hole Sizes:
10"0'-59.5'
5.9" 59.5'- 75'
4.9" 75'- 113'
3.8" 113'- 125'
5
10
15
20
25

BORING NUMBER GWA-12BR
440 S. Church Street, Suite 900
NG2075 PAGE 2 OF 5
,M)7ZCharlotte,
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244.829 PROJECT LOCATION Stokes County. NC _
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BORING NUMBER GWA-12BR
S. Church Street, Suite 900
Charlotte, IAC 28202-2075 PAGE 3 OF 5
F)7Z440
Phone: [phone]
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County...._
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55
Water Level 58.5' BGS 6/18/15
*See GWA-12D for Lithology (59'-74')*
60
59.5' TMR Bit Refusal
59.5' 6" PVC Casing Installed, Grouted to
Surface
-
59.5' Drilling With 5 7/8" TMR to 75'
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65
70
765" PVC Casing Installed, Grouted to
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BORING NUMBER GWA-12BR
44118, Church Street, Site 900
Charlotte, NC 28202-2075 PAGE 40F5
Phone: [phone]
hd ri nc. corn If of I ow -u s
CLIENT Duke Enemy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 __- PROJECT LOCATION Stokes County. NC
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SCHISTOSE MICA GNEISS, Strong, Light 75' Began HQ Coring 4/25/15
Olive Brown (2.5Y 5/3), Schistose, Medium 75'-82.9' Medium Spaced Small Foliated
RC -1
84
66 Foliated (SOUND ROCK) Bands, Tight to Open, Mn Filled,
Continued: As Above Except Very Dark Bluish Microfractures, Fe Staining
Gray (513 3/1), Fine to Medium Grained, 75'-77.5' Moderately Decomposed,
Slightly Decomposed Intensely fractured, Tight to Open, Mn
_
Infilling, Fe Staining, Common
Micro -fractures
76.3'-82.9' Potassium Feldspar within
Foliated Bands
80
RC -2
100
77.6'-77.8' Fractured Along Foliation, Fe
70 Stained
77.5'-82.3' Moderately to Intensely
Fractured, Tight to Open, Mn Infilling, Fe
Staining, Common Microfractures
79.9'-86' Packer Test Conducted 4/28/15
80.5'-82.9' Low Mica Content
Continued: As Above Except Strong, Bluish 82.2'-82.9' Cemented Brecciated Zone
Black (513132.5/1), Fresh (SOUND ROCK) 82.5'-90' Moderately Fractured, Tight to
Partially Open, Plagioclase Infilling
82.9'-90' Fractures Tight to Partially Open,
Plaglioclase Infilling, Thinly Banded, Fresh,
85
RC -3
100
68 Contains Pyrite
79.9'-86' Packer Test Conducted 4/28/15
RC -4
70
100
90
MICA SCHIST , Strong, Very Dark Bluish Gray Fractures Tight to Partially Open, with
(10B 3/1), Thickly Foliated, Fine to Coarse Py
Pyrite, Trace Garnet
Grained, Fresh (SOUND ROCK)
RC -5
100
87 91' Joint, 30°, S -Type Fold Approximately
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96
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98.9'-99.4' Feldspar Zone, Coarse Grained
100

440 S. Church Street, Suite 900
Charlene, NC 28202-2075
Phone. [phone]C6
hd ri n c. co m11011ow- u s
CLIENT Duke Energy Carolinas _
PROJECT NUMBER 244829
BORING NUMBER GWA-12BR
PAGE 5 OF 5
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT LOCATION Stakes County. NC
11D11RC -
RC -
12
96 1 72
4
100 96
116.6'-122.7' Packer Test Conducted
4/27/15
100 88 120'-122' Secondary Veins Filled with
Potassium FeldSpar
124' Slickensides
100 96 Boring Terminated at 125' BGS
Monitoring Well Installed on 4/20/15
Well Screened Interval 106'-111' BGS
Bottom of borehole at 125.0 ff:r:t.
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90'-125' Moderately to Slightly Fractured,
(10B 3/1), Thickly Foliated, Fine to Coarse
Tight to Partially Open
Grained, Fresh (Non -Buttoned)
105
RC -8
100
100
Continued: As Above Except Some Zones
105.9'-112' Packer Test Conducted 4/28/15
Buttoned, With Garnet, Feldspar, Coarse
Grained
107.5' Secondary Veins Filled With 1 <5mm
With Pinhead Garnets
105.9'-112' Packer Test Conducted 4/28/15
11D11RC -
RC -
12
96 1 72
4
100 96
116.6'-122.7' Packer Test Conducted
4/27/15
100 88 120'-122' Secondary Veins Filled with
Potassium FeldSpar
124' Slickensides
100 96 Boring Terminated at 125' BGS
Monitoring Well Installed on 4/20/15
Well Screened Interval 106'-111' BGS
Bottom of borehole at 125.0 ff:r:t.
WELL

BORING NUMBER GWA-12D
S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 3
F)"4440
Phone: [phone]
hdrinc.com/Fallow-us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/15/15 COMPLETED 4/20/15 GROUND ELEVATION 834.04 ft HOLE SIZE(S) 10, 5.9 inches
DRILLING CONTRACTOR Parratt-Wolff. Inc. NORTHING 922342.71 EASTING 1683363.55
DRILLING METHOD 10" and 5 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches........... _ -7 DATE/TIME 71712015 53.69 ft ! Elev 780.35 ft
NOTES West of Active Ash Basin ... _....... 1 DATE/TIME --
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10"0'-59'
5" 59'- 70'
3.8" 70'- 74'
0'-5' Hand Augered
5
10
I
10'-12' Total Inorganics and TOC Samples
Obtained
15
15'-17' Total Inorganics and TOC Samples
Obtained
20
20'-22' Total Inorganics and TOC Samples
Obtained
25

BORING NUMBER GWA-12D
S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 3
F)7Z441
Phone: 7G4-338-6700
hd ri nc. com IFol low -u s
CLIENT Duke Energy Carolinas PROJECT NAME , Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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25'-27' Kd, HFO, TOC, Mineralogy and
Undisturbed Samples Obtained
-
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24
30
35
40
45
50

BORING NUMBER GWA-12D
440 S. Church Street, Site 900
Charlotte, NC 2075 PAGE 3 OF 3
Phone: [phone]
hdrinc.comMollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA. Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes Count NC
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Water Level 53.6' BGS 6/18/15
55
SCHISTOSE MICA GNEISS, Strong, Light
59' TMR Bit Refusal
59' PVC Casing Instated, Grouted to
60
Gray (2.5Y 7/1), Massive to Thinly Foliated,
Fine to Medium Grained
face 4/1
Surface
59' Began HQQ Coring
RC -1
97
47
(WEATHERED/FRACTURED ROCK)
59'-72.1' Moderately Decomposed,
Moderately to Intensely Fractured, Tight to
Partially Open With Abundant Tight
Microfractures, Dendritic Mn on Fracture
Surfaces, Fe Staining
_
Continued: As Above Except SOUND ROCK
P
62.3'-62.8' Quartz -Feldspar Gneiss, Highly
Decomposed, Fe Staining
65
RC -2
94
56
65.7'-66.5' Quartz -Feldspar Gneiss,
Moderately Decomposed, Fe Stained
Bands, Dendritic Mn on Fracture Surfaces
67.5'-72' Moderately Decomposed,
Intensely Fractured with Micro Fractures,
QUARTZ -FELDSPAR GNEISS, Strong, Yellow
9.
Tight to Partially Open, Mn Dendrites on
(10YR 7/8), Medium to Thinly Foliated
Fracture Surfaces, Fe Staining
68' Slight Fe Staining Along Foliation
70 .6 '-71' Total InorganicsP Sample Obtained
70
RC -3
86
36
72.1' 73.8' Quartz -Feldspar Gneiss, Dark
Greenish Gray (10BG 4/1), Fresh, Minor
Tight Microfractures
1 73.8'-74' Slightly Decomposed, Unfractured,
I Minor Fe Staining Along Foliation
SCHISTOSE MICA GNEISS, Strong, Dark
Boring Terminated at 74' BGS
-
IRC -4
100
73
Gray (N4), Thinly Foliated, Fine Grained
Monitoring Well Installed on 4/20/2015
(SOUND ROCK)
Well Screened Interval 63'-68' BGS
Bottom of borehole at 74.0 feet.

BORING NUMBER GWA-12S
s. Church S11'861, Suite 900
Charlotte,28202-2075 PAGE 1 OF 3
F)"44411
Phone: [phone]Uf]
hdrl n c. cc m/fo II aw- us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/13/15 COMPLETED 4/14/15 GROUND ELEVATION 832.65 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 922344.28 EASTING 1683376.35
DRILLING METHOD 4 1/4" ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches DATElrIME 717/2015 51.43 ft / Elev 781-22 ft
NOTES West of Active Ash Basin 1 DATEITIME --
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Moist, Noncohesive, with Leaves and Roots
(SOIL)
5
— ----
5W-SM) SILTY SAND, Loose, Light Olive 5'-6.5' Plant Roots
3-0-4
18
Brown (2.5Y 5/4), Non -Plastic, Moist,
LT
(e)
Noncoheslve (SOIL)
(ML) SILT, Medium, Yellowish Red (5YR 5J8),
Grading to Reddish Yellow (7.5YR 8/6),
Non -Plastic, Moist, Noncohesive, Micaceous
i
(SOIL)
10
Continued: As Above Except Stiff, Yellowish Red
SS -2
(1 -
18
(5YR 5/8) to Red (2.5YR 5/8), Becoming
Micaceous, with Clay
(ML) SILT, Medium, Strong Brown (7.5YR 5/8),
i
Non -Plastic, Moist, Cohesive, Micaceous,
Trace Clay (SAPROLITE)
i
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s
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12
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_
(s]
(ML) SILT WITH SAND, Medium, Light
'
Reddish Brown (2.5YR 4/8), Non -Plastic,
i
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i
20
(ML) SILT, Stiff, Red (2.5YR 4/8), Non -Plastic,
SS -4
5-6-9
16
Moist, Noncohesive, Micaceous with Roots
(SAPROLITE)
Continued: As Above Except Light Red (2.5YR
-
7/8) Grading to Very Pale Brown (10YR 8/2)
(SAPROLITE)
25

440 S- Church Street, Suite 900
Charlotte, NC 28202-2075
Phone: one: nne: 7(34-338-6700
hdrl n c. co rn /fo ll ow- us
CLIENT Duke Enero ry Carolinas..
PROJECT NUMBER 244829
BORING NUMBER GWA-12S
PAGE 2 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Assessment y
PROJECT LOCATION Stokes Countv. NC
45
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SS - 5 3-58 16
(11)
SS -61 5-7-13 118
(20)
SS -715-13-11 17
(24)
SS - B 17-21-28 14
(49)
SS -9122-19-31 17
(50)
) SILT, Stiff, Very Pale Brown (1 OYR 812).
m -Plastic, Moist, Noncohesive, Micaceous
( M) SILTY SAND, Medium Dense, Pale
13rown (2.5YR 7/4), Non -Plastic, Moist,
Noncohesive, with Mica Flakes (SAPROLITF
(ML) SILT, Stiff, Brownish Yellow (10YR 6/6),
Non -Plastic, Moist, Noncoheslve, Micaceous
(SAPROLITE)
Continued: As Above Except with Fine Sand,
Very Stiff
Continued: As Above Except Very Pale Brown
(10YR 8/2)
(SW -SM) SAND WITH SILT, Medium Dense,
Yellow (2.5Y 8/8) and Light Bluish Gray (5PB
8/1), Non -Plastic, Moist, Noncohesive,
Micaceous, Relict Structure (SAPROLITE}
(SM) SILTY SAND, Medium Dense, Brownish
Yellow (10YR 6/8), Non -Plastic, Moist,
Noncohesive, Micaceous (SAPROLITE)
(SW -SM) SAND WITH SILT, Dense, White (5Y
8/1), Non -Plastic, Moist, Noncohesive,
Micaceous (SAPROLITE)
Continued: As Above Except Very Dense, Light
Gray (5Y 7/1) with Fine to Medium Sand
(SAPROLITE/WEATHERED ROCK(
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(11)
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(20)
SS -715-13-11 17
(24)
SS - B 17-21-28 14
(49)
SS -9122-19-31 17
(50)
) SILT, Stiff, Very Pale Brown (1 OYR 812).
m -Plastic, Moist, Noncohesive, Micaceous
( M) SILTY SAND, Medium Dense, Pale
13rown (2.5YR 7/4), Non -Plastic, Moist,
Noncohesive, with Mica Flakes (SAPROLITF
(ML) SILT, Stiff, Brownish Yellow (10YR 6/6),
Non -Plastic, Moist, Noncoheslve, Micaceous
(SAPROLITE)
Continued: As Above Except with Fine Sand,
Very Stiff
Continued: As Above Except Very Pale Brown
(10YR 8/2)
(SW -SM) SAND WITH SILT, Medium Dense,
Yellow (2.5Y 8/8) and Light Bluish Gray (5PB
8/1), Non -Plastic, Moist, Noncohesive,
Micaceous, Relict Structure (SAPROLITE}
(SM) SILTY SAND, Medium Dense, Brownish
Yellow (10YR 6/8), Non -Plastic, Moist,
Noncohesive, Micaceous (SAPROLITE)
(SW -SM) SAND WITH SILT, Dense, White (5Y
8/1), Non -Plastic, Moist, Noncohesive,
Micaceous (SAPROLITE)
Continued: As Above Except Very Dense, Light
Gray (5Y 7/1) with Fine to Medium Sand
(SAPROLITE/WEATHERED ROCK(

F)7Z440 S. Church Street, Suite 900
Charlotte, 28202-2075
Phone: 7`04-3-3 38-6700
hdrinc. com/follow•us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 244829
BORING NUMBER GWA-12S
PAGE 3 OF 3
PROJECT NAME Belews Creek - CSA Groundwater Asaessme t
PROJECT LOCATION Stokes County, NC
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to
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Moist, Cohesive (SAPROLITE/WEATHF..RED
Water Leve 151.23' BGS During Drilling
Q_
ROCK)
51.23' BGS
Water Level 52.3' BGS 6/18/15
55
(GW -GM) GRAVEL WITH SILT AND SAND,
Very Dense, Yellowish Brown (10YR 8/6),
57' SPTRefusal
ss -
50-5010"
0
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Nan -Plastic, Moist, Noncohesive, Micaceous,
59' Auger Refusal
Angular Chips (SAPROLITE/WEATHERED
ROCK)
(SW) SAND WITH GRAVEL, Very Dense,
SS _
60/0^
0
12
Yellow (10YR 8/6), Non -Plastic, Moist,
Noncohesive, Micaceous, with Angular Rock
Boring Terminated at 59' BGS
L
Fragments (SAPROLITE/WEATHERED
Monitoring Well Installed on AJ 14/2015
ROCK)
Well Screened Interval 40'- 55' BGS

BORING NUMBER GWA 16BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 5
Phone: [phone]
hdrine.com/follow-us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/31/16 COMPLETED 4/5/16 GROUND ELEVATION 780.53 HOLE SIZE(S) 9.4 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 926704.19 EASTING 1681130.90
DRILLING METHOD Sonic — GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATE/TIME 4/6/2016 10:00:00 AM 29.15 ft bqs
NOTES 1 DATE/TIME ---
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9" 0'-65'
4" 65'-104.3'
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5
10
15
20
25

BORING NUMBER GWA-16BR
440 S. Church Slreel, Sults 910
hte, NC 28202-2075 PAGE 2 OF 5
Phone: [phone]
hdrinc.com/follow-ur,
CLIENT _ Duke Energy CarolinasPROJECT NAME Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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30
35
40
45
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BORING NUMBER GWA-16BR
4411 S. Church Sfreet, Suite 900
Charlotte, NC 28202-2075 PAGE 3 OF 5
Phone: [phone]
hdrinc.00rn4allow-us
CLIENT Duke Energy Carolinas PROJECT NAME _ Belews Creek Post -CSA Additionak Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC
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55
135'6" PVC casing installed and grouted to
60
65
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QUARTZITE, very strong, grayish green (10GY Due to intense mechanical fracturing of rock
5/1) and weak red (2.5YR 4/2), fine grained, samples, ROD values can only be estimated
non -foliated (SOUND ROCK) 65'-74' Fresh, multiple thin healed fractures
containing quartz and pyrite, color alternates in
bands up to 1" in width
74
70
65'-75' Falling head test, 0.10 feet change in
15 minutes
65'-85' Falling head test, 0.77 feet change in
15 minutes
65'-85' Falling head test, 0.44 feet change in
RC -2
100
15 minutes
[7511
HORNBLENDE SCHIST, very strong, greenish 74'-77.5' Fresh, with pyrite in fractures healed
1
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BORING NUMBER GWA-16BR
Charlotte, 28202-2075 PAGE 4 OF 5
Phone: [phone]
hdrinc'.com/follow-us'
CLIENT Duke Enerav Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, INC
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HORNBLENDE SCHIST, very strong, greenish
black (10Y 2.5/1), finely foliated (SOUND ROCK)
(continued)
RC
100
AUGEN GNEISS, very strong, very dark gray (5Y
3/1), thinly foliated, augens up to 3/4" (SOUND
ROCK)
80
i5'-104.3' Falling head test, 5.09 feet change
in 15 minutes
RG 4
22
82.5'-87.5' Contains many open fractures
QUARTZITE, very strong, grayish green (10GY
5/1) and weak red (2.5YR 4/2), fine grained,
without Fe staining
non -foliated (SOUND ROCK)
85
RC -5
72
BIOTITE SCHIST, strong, greenish black (10GY
87.5'-96' Fresh, multiple thin healed fractures
2.5/1), intensely foliated (SOUND ROCK)
containing pyrite
90
RC -6
100
95
96'-104.3' Fresh, multiple healed fractures
HORNBLENDE GNEISS, very strong, greenish
black (10GY 2.5/1) and light gray (N7) in bands
containing pyrite
up to several inches in width, phaneritic (SOUND
1 {C
94
ROCK)
100

F)�Z410 S. Clutch Street, Suite 900 BORING NUMBER GWA 16BR
Charlotte, NC 28802-2075 PAGE 5 OF 5
Phone: 704-338-£700
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CLIENT Duke Energy Carolinas _ PROJECT NAME Bel ews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes Count NC
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HORNBLENDE GNEISS, very strong, greenish
black (10GY 2.511) and light gray (N7) in bands
up to several inches in width, phaneritic (SOUND
ROCK) (Continued)
RC -a
95
02.3'•104.3' Brecciated and healed voth
quartz
Boring Terminated at 104.3'
Screened Interval Set at 98.6-103.5'
Monitoring Well Installed on 4/5/16
Bottom of borehole at 104.3 feet,

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment I J
Appendix B, Sample Photographs r
(rnuOO:yyX.��iij Croo,. .
-A
Photo 1 — GWA-16BR: Box 1 of 4 Depth: 65.0' - 76.3' Date: 04/01/16
Photo 2 — GWA-16BR: Box 2 of 4 Depth: 76.3'- 90.5' Date: 04/01/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r
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Photo 3 — GWA-16BR: Box 3 of 4 Depth: 90.5'- 100.7' Date: 04/01/16
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Photo 4 — GWA-16BR: Box 4 of 4 Depth: 100.7'- 104.3' Date: 04/01/16
hdrinc.com 440 S Church Street, Suites 900 $ 1000, Charlotte, NC 28202-2075
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BORING NUMBER GWA-16D
A40 S. Church Street, Suite 900
Charlotte,NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
F)I
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CLIENT Duke Energy Carolinas. PROJECT NAME .._Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County, NC
DATE STARTED 6/8/15 COMPLETED 6/11/15 GROUND ELEVATION 781.66 ft HOLE SIZE(S) 10, 5.9, 3.8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 926704.6 EASTING 1681117.41
DRILLING METHOD 4 1/4" ID HSA, 10" and 5 7/8' TMR _HQ Core _ GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches DATE/TIME 7/7/2015 34.29 ft / Elev 747.37 ft
NOTES West of Active Ash Basin 1 DATE/TIME --
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(CL) CLAY, Light Red (2.5YR 6/8), Medium
0' - 5' Hand Angered
Plasticity, Dry, Cohesive (SOIL)
Hole Sizes:
10" 0'- 54'
5.9" 54'- 65'
3.8" 65'- 69'
5
(CL) CLAY, Stiff, Light Red (2.5YR 6/8), Low
_
SS - 1
4-5
12
Plasticity, Dry, Cohesive, (SOIL)
10
(ML) SILT WITH SAND, Red (7.5YR 5/8),
SS -2
5-34
13
Non -Plastic, Moist, Noncohesive,Trace Clay
(SAPROLITE)
15
_____________�____ _
(SM) 51LTY SAND, Medium Dense, Reddish
SS - 3ej
12
Yellow (5YR 6/8), Non -Plastic, Moist,
Noncohesive, Micaceous, Decreasing Silt
Content with Depth (SAPROLITE)
20
Continued: As Above Except Yellowish Red
kSS - 4
6-6-7
11
(5YR 5/8) with Micaceous Rock Fragments
(13)
Below 25'
25

BORING NUMBER GWA-16D
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IM)
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CLIENT Duke Enerr y CarolinasPROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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(SM) SILTY SAND, Medium Dense, Yellowish Mn and Fe Staining
SS - 5
4-7-6
(13)
15
Red 5YR 6/8), Non -Plastic, Moist,
Noncohesive, Micaceous, DecreasingSilt 25'- 26.5' with Micaceous Rock Fragments
Content with Depth (SAPROLITE)
Continued: As Above Except Pale Brown (2.5Y
8/4) to Strong Brown (7.5YR 5/8)
30
30'- 31.2' Laminated with Fe Staining
SS -6
6-6-
18
31.2'- 31.5' Mn Veins <3mm, Laminated
with Fe Staining
Water Level 33.87' BGS 6/10/15 1655
-
Water Level 33.9' BGS 6/8/15 0730
35
(SW -SM) SAND WITH SILT, Medium Dense, 35'- 35.3' Mn Veins Throughout
SS - 7
12.11-15
18
Reddish Yellow (7.5YR 6/8) to Strong Brown 35.3' - 36.1' Mn Veins With Fe -Stained
(26)
(7.5YR 5/6), Non -Plastic, Moist, Noncohesive, Halos
Micaceous, Trace Gravel (SAPROLITE)
40
40'- 40.6' Mn Veins Throughout
SS -8
5-21-50
17
i
(71)
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45'- 46.5' Kd and HFO Sample Obtained
j 45
45.0'- 46.5' Mineralogy Sample Obtained
SS -9
5-17-10
16
45.5'- 53' Fe Staining
(27)
i
50

BORING NUMBER GWA-16D
440 S. Church Street, Sulte 1101
Charlotte, NC 28202-2075 PAGE 3 OF 3
Phone: [phone]
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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ss -(SW
-SM) SAND WITH SILT, Medium Dense,
10
Reddish Yellow (7.5YR 6/8) to Strong Brown
(7.5YR 5/6), Non -Plastic, Moist, Noncohesive,
Micaceous, Trace Gravel
(SAPROLITE/WEATHERED ROCK))
MICA SCHIST, Strong, Dark Bluish Gray (5PB { 53' Auger/SPT Refusal, Reamed with 10"
55
4/1), Coarse Grained, Foliated, with Pyrite TMR to 54', 6" PVC Casing Installed,
Throughout (SOUND ROCK) Grouted to Surface 6/10/15
54.0' Began HQ Coring
RC -1
100
84
Continued: As Above Except Strong, Bluish
80
Gray (5PB 4/1), Coarse Grained, Foliated, with
Pyrite
RC -2
90
90
62' - 69' Intensely Fractured Joints, 400,
Eli
Tight to Partially Open, with Quartz Infilling
SCHISTOSE MICA GNEISS, Very Strong,
65
Weak Red (5R 4/2), Dark Greenish Gray
(5G4/1), Fine Grained, Thinly Foliated (SOUND
ROCK)
RC -3
100
100
Boring Terminated at 69' BGS
-
Monitoring Well Installed on 06/11/2015
Well Screened Interval 58'- 63' BGS
Bottom of borehole at 69.0 feet.
i
i

BORING NUMBER GWA-16DA
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Charlotte, NC 28202-2075 PAGE 1 OF 3
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek- Past CSAAddiiinnal Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County., NC
DATE STARTED 3/15/17 COMPLETED 3/16/17 GROUND ELEVATION 781.27 ft HOLE SIZE(S) 12, 5, 41aches
DRILLING CONTRACTOR Geologic Exploration, tnc. NORTHING 926714.094 EASTING 1G81119.785
DRILLING METHOD Hollow Stem Auger, Trl-Cane Rralary, HjQ tore _ GROUND WATER LEVELS:
LOGGED BY W. WlmberiV, M. Sheeh2BHECKED BY S. Abernathy DATE/TIME ---
NOTES DATEITIME
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5
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15
20
25

BORING NUMBER GWA-16DA
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 20F3
Phone- 704-338-6700
hdri nc.comffollow=us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 _ PROJECT LOCATION Stokes County, NC
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43' Very slow advancement
35
40
45
45' Auger refusal, 5" PVC casing installed,
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440 S. Church Street, Suite 900
F)�Charlotte, NC 280 75
Phone: [phone]
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BORING NUMBER GWA-16DA
PAGE 3OF3
CLIENT _ Duke Energy CarolInas _._... ..... PROJECT NAME Belews Creek- Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes.Count NG
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55
Bottom of borehole at 58.0 feet.
54.5' Joint- 27°, clean, smooth
55.2' Joint- 0°, dean, rough
55.9' Jo€nt- 0', dean, rough
56.7'-58' Fracture zone _ 06, clean, rough,
minor epidote mineralization
Boring terminated at 58', screened interval
set at 52'-57', monitoring well installed
3116117
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BIOTITE GNEISS, very strong, gray (N5) to
50.1' Joint - 21 °, very narrow, clean, rough
white (N8), very fine grained, schistose with
50,6'-51' Fracture zone - clean, rough
thln felsic bands, subhorizontal foliation, fresh
(SOUND ROCK) (confinued)
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Bottom of borehole at 58.0 feet.
54.5' Joint- 27°, clean, smooth
55.2' Joint- 0°, dean, rough
55.9' Jo€nt- 0', dean, rough
56.7'-58' Fracture zone _ 06, clean, rough,
minor epidote mineralization
Boring terminated at 58', screened interval
set at 52'-57', monitoring well installed
3116117

BORING NUMBER GWA-16S
440 S. Church Street, Site 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
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IM)
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CLIENT Duke Enerav Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ ..._ PROJECT LOCATION Stokes County_NC
DATE STARTED 6/10/15 COMPLETED 6/10/15 GROUND ELEVATION 781.51 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 926702.99 EASTING 1681121.24
DRILLING METHOD 4 1/4" ID Hollow Stem Auger _- GROUND WATER LEVELS:
LOGGED BY _ M. Gutierrez CHECKED BY J. Catches DATEITIME 7/7/2015 33.44 ft / Elev 748.07 ft
NOTES West of Active Ash Basin — 1 DATEITIME --
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Well
5
10
15
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25

BORING NUMBER GWA-16S
440 S. Church Street, Site 900
Charlctte.NC 28202-2075 PAGE 2 OF 2
Phone: [phone]
F)I
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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Water Level 33.6' BGS 6/18/15
35
44'-47' Kd, HFO Sample Obtained
40
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-
45
45'-46.5' Minerology Sample Obtained
Boring Terminated at 47' BGS
Monitoring Well Intsalled on 6/10/15
Screen Interval Set 29'- 44' BGS
7
' Bottom of borehole at 47.0 feet.
i
i

BORING NUMBER GWA-17D
s. Church street, site soo
Charlotte, NC 25202-2075 PAGE 1 OF 3
F)7Z440
Phone: [phone]
hdrInc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED _ 6/8/15 COMPLETED 6/12/15 GROUND ELEVATION 785.07 ft HOLE SIZE(S) _ 10, 4.9 inches
DRILLING CONTRACTOR Parratt-WDIf#, Inc. NORTHING 926926.44 EASTING 1681036.23
DRILLING METHOD 4 1/4" ID HSA, 10" and 4 7/8" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches T DATE/TIME 7/7/2015 37.21 ft / Elev 747.86 ft
NOTES West of Active Ash Basin 1 DATE/TIME --
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(ML) SILT, Dark Red (2.5YR 3/6), Non -Plastic,
Hole Sizes:
Dry, Noncohesive
10" 0'- 42'
3.8" 42'- 57'
0'- 5' Hand Augered
5
Continued: As Above Except Stiff, Yellowish
ss- 1
ks- 1
7-7-6
14
Brown (10YR 5/8), with Mica
(15)
10
SS -2
�3)
16
15
Continued: As Above Except Hard
SS -3
7-18-28
(46)
13
20
SS - 4
8"(33)
(33)
17
25

BORING NUMBER GWA-17D
440 S. ChurcStreet, site soo
Charlotte, NC 28202-2075 PAGE 2 OF 3
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,)7ZI
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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(ML) SILT, Stiff, Dark Red (2.5YR 3/6),
SS -5
6-6-6
18
Non -Plastic, Dry, Noncohesive
(12)
30
Continued: As Above Except Moist
SS -6
�4)
18
35
Continued: As Above Except Very Stiff, Reddish
7
7
CS'
18
Yellow (5YR 6/8)
(17)
Water Level 37.3' BGS 6/18/15
40
Continued: As Above Except Hard, Yellowish
SS - a
Sora"
4
Red (5YR 5/6), Dry
(SAPROLITE/WEATHERED ROCK)
41.5' Auger Refusal, Reamed to 42.5' With
10" TMR
MICA SCHIST, Strong, Dark Bluish Gray (10B
RC -1
100
40
4/1), Gneissic, Thinly Foliated, Fresh, Intensely
42.5' 5" PVC Casing Installed, Grouted to
Fractured (WEATHERED/FRACTURED
Surface 6/10/15
ROCK)
45
Continued: As Above Except Bluish Black (10B
RC -2
100
48
2.5/1), Indistinct Gneissic Foliation
46.5' Fracture Zone Healed With Quartz
50

BORING NUMBER GWA-17D
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5ulte 900
Charlotte, NC 26202-2075
PAGE 3 OF 3
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CLIENT Duke Enerav Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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MICA SCHIST , Strong, Bluish Black (10B
RC- 3
94
20
2.5/1), Gneissic, Thinly Foliated (continued)
Continued: As Above Except Moderate, Very
53' Fracture Zone
Dark Bluish Gray (10B 3/1), Slightly
-
Decomposed
55
RC-4
55
23
Boring Terminated at 57' BGS
Monitoring Well Installed on 6/12/15
Well Screened Interval 50'- 55' BGS
Bottom of borehole at 57.0 feet.
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BORING NUMBER GWA-17S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
Phone- 704-338-6700
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION _Stokes County. NC
DATE STARTED . 6/9/15 COMPLETED 6/9/15 GROUND ELEVATION 785.07 ft HOLE SIZES) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 926932.9 EASTING 1681038.01
DRILLING METHOD 4 1/4' ID Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. D.oulasCHECKED BY J. Catches -TDATE/TIME 7/712015 36.88 ft / Elev 748.19 ft
NOTES West of Active Ash Basin 1 DATE/TIME --
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BORING NUMBER GWA-17S
440 S. Church Street, Suite 900
2875
Charlotte, 4-3
PAGE 2 OF 2
6-670
Phone: [phone]
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CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC_
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Boring Terminated at 41.5' BGS
Monitoring Well Installed on 6/9/15
Well Screened Interval 25'- 40' BGS
Bottom of borehole at 41.5 feet.
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BORING NUMBER GWA-18D
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CLIENT Duke Energy Carolinas PROJECT NAME _ Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County NC
DATE STARTED 3/20/16 COMPLETED 3/23/16 GROUND ELEVATION 771.34 HOLE SIZE(S) 9,4 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 927847.95 EASTING 1681417.47
DRILLING METHOD Sonic _ GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATEITIME 312312016 8:30:00 AM 16.40 ft bgs
NOTES 1 DATEITIME --
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Hole Size(s):
non -plastic, non-cohesive, miraceous, with roots
9" 0'-54'
and organics (5OiL)
4" 54' -70 -
(SM) SILTY SAND, red (2.5YR 5/6), moist,
0'-5' Hand augered to clear utilities
non -plastic, non -cohesive, micaceous
AU -1
60
(SAPROLITE)
5
Continued: red (10YR 5/8)
SD -1
60
10
_
Continued: reddish yellow (7.5YR 6/6), abundant
Driller notes difficult drilling
friable rock fragments
SD -2
30
Continued: pale orange yellow (10.5YR 9/2) to
15
SD -3
90
brown (7.5YR 5/4)
i
i
i
i
SD -4
60
(SM) SILTY SAND, brown (7.5YR 5/4), moist,
non -plastic, non -cohesive, increased mica content
and schistosity (SAPROLITE)
25

BORING NUMBER GWA-18D
440 S. Church Street, Suite900
Charlotte, NC 28202-2075 PAGE 2 OF 3
Phone; 704-338-6700
hdrin c. com/fol low- u s
CLIENT Duke Energy_Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment ....
PROJECT NUMBER 269377 PROJECT LOCATION Stokes CounAy. NC...
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DESCRIPTION
REMARKS
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25
(SM) SILTY SAND, brown (7.5YR 5/4), moist,
non -plastic, non -cohesive, increased mica content
-
and schistosity (SAPROLITE) (continued)
Harder rock fragments/less weathered
SA -5
60
30
60
(SM) SILTY SAND, brown (7.5YR 5/3) and
SE} - G
reddish yellow (7.5YR 6/8), moist, non -plastic,
non -cohesive, trace clay and mica, relict
schistosity (SAPROLITE)
35.
SD -7
60
40
Driller notes difficult drilling
(SM) SILTY SAND, light brown (7.5YR 6/3),
sn • A
60
moist, non -plastic, non -cohesive, fine mica,
friable, relict schistosity (SAPROLITE)
45
48
SD -9
MICA SCHIST, moderate strength, white (N8),
48.5'-55' Partially weather rock in matrix of
thinly foliated (SAPROLITE/WEATHERED
(ML) silty sand with clay, moderately
50.
ROCK)
decomposed, Fe and Mn staining

BORING NUMBER GWA-18D
4418, Church Street, 5u1te900
Charlotte, NC 28202-2075 PAGE 3 OF 3
Phone: [phone]
hdrinc.com/foltow-us
CLIENT Duke Ener. y_Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
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50
MICA SCHIST, moderate strength, brown (7.5YR
4/4), thinly foliated (SAPROLITE/WEATHERED
ROCK)
Smaller fraction of matrix material than above
SD-
48
10
54'6" PVC casing installed and grouted to
55
Continued: light yellowish brown (7.5YR 6/4)
surface
Due to intense mechanical fracturing of rock
samples, RQD values can only be estimated
RC -1
30
sa
MICA SCHIST, strong, gray (N5), thinly foliated,
RC -2
78
fresh (SOUND ROCK)
63' Fe staining
63.5'-66' Trace pyrite
65
RC -3
75
Boring Terminated at 70'
Screened Interval Set at 56'-61'
70
Monitoring Well Installed on 3/23/16
Bottom of borehole at 70.0 feet.

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment I J�
Appendix B, Sample Photographs r
W'.1
A
+, Duke 1-1err��^��r�c
T)EPTN o.o'- 5,0' l
('0 M1E'NTSto
"
t.
Photo 1 — GWA-18D: HA -1 Depth: 0.0'- 5.0' Date: 03/20/16
Photo 2 — GWA-1811): Sample SCA Depth: 5.0' - 10.0' Date: 03/20/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment [ ��
Appendix B, Sample Photographs r
Photo 3 — GWA-18D: Sample SC -2 Depth: 10.0 - 12.5' Date: 03/20/16
Photo 4 — GWA-18D: Sample SC -3 Depth: 12.5'-15.0' Date: 03/20/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r -MANN If
�F.
�A�A
Photo 5 — GWA-18D: Sample SC -3 Depth: 15.0'- 20.0' Date: 03/20/16
Photo 6 — GWA-18D: Sample SC -4 Depth: 20.0'- 25.0' Date: 03/20/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L�
Appendix B, Sample Photographs r
Photo 7 — GWA-18D: Sample SC -5 Depth: 25.0'- 30.0' Date: 03/20/16
Photo 8 — GWA-18D: Sample SC -6 Depth: 30.0'-35.0' Date: 03/20/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs rJ
Photo 9 — GWA-18D: Sample SC -7
Depth: 35.0' - 40.0' Date: 03/20/16
PakCLner��t�ei�a�r
GkIA Baa
DEPTW : 4a d—
q5 -o'
CaMAtEN75::>ej rfa
rfnir
Photo 10 — GWA-18D: Sample SC -8 Depth: 40.0'- 45.0' Date: 03/20/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L�
Appendix B, Sample Photographs r
Photo 11 — GWA-18D: Sample SC -9 Depth: 45.0'- 50.0' Date: 03/20/16
�R!
Photo 12 — GWA-1811): Sample SC -10 Depth: 50.0'- 54.0' Date: 03/20/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r
Photo 13 — GWA-18D: Box 1 of 1 Depth: 54.0'- 70.0' Date: 03/20/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

1111,5- Church Street, Suite 900
Phone: 7, 4-3 8-670 2075
Phone: [phone]
hdri nc. CCmlfoifo W -us
BORING NUMBER GWA-18S
PAGE 1 OF 2
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -GSA Additional Assessment
PROJECT NUMBER 26937.7_ PROJECT LOCATION Stokes County, NC
DATE STARTED 3/23/16 COMPLETED 3/23/16 GROUND ELEVATION 771.33 HOLE SIZE(S) 6..riches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 927855.27 EASTING 1681414.60
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATE/TIME 3123/2016 8:00:00 AM 22.55 ft bgs
NOTES neTGmMF ---
f
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DESCRIPTON REMARKS
tz �
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x
0
U)
Refer to GWA-18D for lithology
5
10
15
20

4140 S. Church Street. Suite 900
Phone: 7 NC 286709 75
Phone: 70A-336-S7p0
hdri nc. cornitallow- us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 269377
BORING NUMBER GWA 18S
PAGE 2 OF 2
PROJECT NAME Bel ews Creek Post -CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
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25
Boring Terminated at 20'
Screened Interval Set at 11'-26'
Monitoring Well Installed on 3/23/16

BORING NUMBER GWA-19BR
440 S. Church Street, Suite 900
Charlotte, NO 28202-2075 PAGE 1 OF 5
Phone: [phone]
hdrinc. com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME .. Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NO
DATE STARTED 8/11/16 COMPLETED 9/9/16 GROUND ELEVATION 740.4 ti HOLE SIZES) 9, 3.8 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. - NORTHING 928181 EASTING 1680914
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY D. Bishuk CHECKED BY S. Abernalh_y DATE/TIME ---
NOTES DATEITIME ---
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DESCRIPTION
REMARKS
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0
(CL) LEAN CLAY WITH SAND, mottled red
0'-7.5' Abundant muscovite, quartz and
(2.5YR 4.8 and 5/8), light red (2.5YR 6.8),
plagioclase feldspar grains
yellowish red (5YR 5.8), reddish yellow (5YR 6.8),
light yellowish brown (2.5YR 6/4), white (white Pg
N/8.5 and N/8), and reddish black (2.5Y 2.5/1),
SD -1
46
moist, non-uniform/poorly graded, low plasticity,
cohesive, massive, some silt, some very fine to
coarse sand (SOIL)
5—
SD-2
60
7.5'-12' Abundant muscovite grains, relict
(ML) SILT WITH SAND, mottled light gray (2.5Y
7/2), light yellow brown (2.5Y 6.3), strong brown
foliation present, relict plagioclase feldspar
(7.5YR 5.8), and black (7.5YR 2.5/1), moist,
augens
-
non-uniform/poorly graded, non -plastic, cohesive,
massive, some very fine to coarse sand, trace clay
10
(SAPROLITE)
12' Abundant muscovite grains, abundant mica
(SM) SILTY SAND WITH GRAVEL mottled light
SO -3
60
brown (7.5YR 6/3), strong brown (7.5YR 5/6),
schist clastS, relict foliation present
-
light olive brown (2.5Y 5/4) and black (2.5Y
2.5/1), wet, non-uniform/poorly graded,
-
non -plastic, non -cohesive to cohesive, massive,
some silt, little fine to medium gravel
15
(SAPROLITE)
SD -4
60
20
60
SO S
25

BORING NUMBER GWA-19BR
4405. Church Street, Site 900
Charlotte, IVC2075 PAGE 2 OF 5
phone: [phone]
h dri nc. Cotnlf all ow- us
CLIENT Duke Energy Carolinas_ PROJECT NAME Belews Creek- Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
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25
(CL) SANDY LEAN CLAY WITH GRAVEL,
mottled reddish yellow (7.5Y 6/6 and 6/8), light
SD-
gray (2.5Y 7/2), olive brown (2.5Y 4/3), very dark
26' Abundant muscovite grains, abundant mica
6A
36
grayish brown (2.5Y 3/2), and black (2.5Y 2.5/1),
schist clasts relict foliation
wet, non-uniform/poorly graded, low plasticity,
cohesive, some silt, some very fine to coarse
_
sand, little fine gravel (continued)
MICA SCHIST very strong, mottled dark bluish
SD-
24
gray (5PB 4/1), bluish gray (5PB 5/1 and 6/1),
s6
light bluish gray (5PB 7/1), and dark brown
30
(7.5YR 3/4), schistose texture (95%) and gneissic
texture (5%), intensely foliated, slightly weathered
30' Abundant crenulated muscovite, abundant
(SOUND ROCK)
massive sillimanite, no fractures observed
SD-A
60
35
35' No fractures observed
SD-8
60
40
42.5'-44.8': 2 Fractures, 30°
SD-C
60
43.2'-44.8': Partially open fractures with
Mn-staining and calcite mineralization, 65°
45
_
45'-46': 2 Fractures, 45°
SD-D
60
-
47.7'-48.7': Fracture, 65°
48.5-48.7': Fracture, 15°
48.7-49.1': Fracture, 25°
5D
49.5-50': Fracture 70°

BORING NUMBER GWA-19BR
440 3, Church Street, Su1109ao
Charlotte, NC 28202-2075. PAGE 3 OF 5
Phanea 704-338-6700
h drin c, coin Ifailow-u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
W Z
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DESCRIPTION
REMARKS
z3
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50
MICA SCHIST, very strong, mottled dark bluish
gray (5PB 4/1), bluish gray (5PB 5/1 and 6/1).
50'-50.5': Abundant crenulated muscovite,
light bluish gray (5PB 7/1) and dark brown (7.5YR
massive sillimanite present, few almandine
3/4), schistose texture (95%) and gneissic texture
garnet porphyroblasts, partially open fracture
(5%), intensely foliated, slightly weathered
with Mn-staining and calcite mineralization at
SD - E
60
(SOUND ROCK)
50'-50.8', 70°
55
_........
...-
55' Begin HQ rock coring
i;
RC-1
100
98
60
60.3' Same except little sillimanite present,
partially open fractures with pyrite
mineralization at 60.3' (15° dip)
61.8': Fracture, 15°
more dark brown (7.5YR 3/4) and less dark bluish
gray (5PB 4/1)
63.2' Abundant crenulated muscovite,
_
plagioclase feldspar and sillimanite present,
few almandine garnet porphyroblasts, partially
65
RG-2
100
95
open fractures with pyrite mineralization at
63.2'(20')
63.7': Fracture, 2°
66.8': Fracture, 2°
67.6'-67.7': Fracture, 5°
68.9': Fracture, 10-
70
R.E- 3
100
98
73.1'-73.3': 2 Fractures, 5°
.75

BORING NUMBER GWA-19BR
440 S. Church 5'treet, Site 100
Ph, NC 28202-2075 PAGE 4 OF 5
,M)7ZPhone, cne;704-338-6700
hdrl nc. Comlfol loW-u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
6-, 0W
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75
MICA SCHIST, very strong, mottled dark bluish
gray (5PB 7/1), white (white page N/9 and N/9.5),
and dark brown (7.5YR 3/4), schistose texture
(95%) intensely foliated, slightly weathered
(SOUND ROCK)
79.1' Abundant crenulated muscovite,
80
plagioclase feldspar and quartz, augens are
present, massive silliminate present, small
button almandine garnet porphyroblasts are
present but relatively uncommon, partial open
fractures with pyrite mineralization
79.5': Fracture, 15°
80.5'-80.6': 2 Fractures, 5°-10°
95
92
81': Fracture, 5°
81.6': Fracture, 10°
81.9': Fracture, 15°
82.9': Fracture, 5°
83': Fracture, 5°
8$.
83.6': Fracture, 10°
84': Fracture, 10°
86.3': Fracture, 10-
87.8': Fracture, 5°
88.8': Fracture, quartz and pyrite
RC -1
RC - 5
97
97
78
78
mineralization, 15°
90
89.7': Fracture, 10-
90.3'-90.4': 2 Fractures, 5° and 3°
-
90.6': Fracture, 3°
-
91.8': Fracture, 5°
92.5': Fracture, 5°
RC -6
100
96
93.5': Fracture, 5°
95
94.9': Fracture, 10°
-
95.5'-96': Closed fractures with quartz
mineralization, 65°
96.3': Fracture, 5°
96.9'-97.1': 2 Fractures, 10°
98.8'-98.9': Fracture, 60°
99': Fracture, 10°
1QQ

4,111 S. Chsirch Street, Suite 900
Pone:Charlotte. IVC 8-670 2075
Phone: 7D4-338-6700
11drinc.com/f0llow us
CLIENT Duke Energy Caroiinas
PROJECT NUMBER 10052280
BORING NUMBER GWA-19BR
PAGE 5OF5
PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT LOCATION Stokes County, NC I`
Bottom of borehole at 107.4 feet.
102.8': Abundant crenulated muscovite,
plagloclase feldspar and quartz augens are
present, massive slllimanite present, small
button almandine garnet porphyroblasts are
present but relatively uncommon
102. B': Partially open fractures, pyrite and
trace calcite mineraltzatlon, 15°
103.7'-104': 4 Fractures at 25°, 20°, 25°, and
5°
104.5'-104.8': 2 Fractures, 10°
105': Fracture, 5°
107.1': Fracture, 10°
Boring terminated at 107.4', screened inlerva
set at 79.4`-84.4', monitoring well installed
9/9/16
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DESCRIPTION
REMARKS
° W
W
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0
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0
100
rn Z
MICA SCHIST, very strong, mottled dark bluish
99.8': Fracture, 65°
gray (5PB 4/1), bluish gray 0PI3 511 and 611),
99.9': Fracture, quartz and pyrite
light bluish gray (5PB 711), white (white pg NIS
mineralization, 25°
and N/9.5) and dark brown (7.5YR 314), schistase
texture (95%) and gneissic texture (5%) intensely
RC -7
100
93
foliated, slighity weathered (SOUND ROCK)
Bottom of borehole at 107.4 feet.
102.8': Abundant crenulated muscovite,
plagloclase feldspar and quartz augens are
present, massive slllimanite present, small
button almandine garnet porphyroblasts are
present but relatively uncommon
102. B': Partially open fractures, pyrite and
trace calcite mineraltzatlon, 15°
103.7'-104': 4 Fractures at 25°, 20°, 25°, and
5°
104.5'-104.8': 2 Fractures, 10°
105': Fracture, 5°
107.1': Fracture, 10°
Boring terminated at 107.4', screened inlerva
set at 79.4`-84.4', monitoring well installed
9/9/16

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BORING NUMBER GWA-19D
4,111 S- Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
Phone: [phone]
hdrinc, cam/follow-us
CLIENT Duke Energy Carolinas ........ PROJECT NAME Belews Creek Post -CSA Additional.. Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/9/16 ...-.... -._ COMPLETED 3/15/16 GROUND ELEVATION 74019 HOLE SIZE(S) 8, 5.in[:ix:s
DRILLING CONTRACTOR Cascade Drilling._L.P_.......... ................. NORTHING 928203.16 EASTING 1680896.71
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATEfTIME ---
NOTES DATE/TIME ---
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3:P
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W x ap
0 5 Q
5 j 0 j
DESCRIPTION REMARKS
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x 0
0
(CL) CLAY WITH SAND, yellowish red (5YR 5/8), Hole Size(s):
moist, low plasticity, cohesive, sand fine, angular, 8" 0'-37'
trace mica (SAPROLITE) 5" 37'-47'
0'-5' Hand augered to clear utilities
(SC) CLAYEY SAND, reddish brown (5YR 4/3), 2'-37' Relict rock structure becomes more
4U - 1
60
moist, non -plastic, non -cohesive, sand fine, competent with depth
angular, with abundant friable mica schist rock
fragments (SAPROLITE)
5
.SD -1
48
10
SD -2
42
Continued: Brownish yellow (10YR 6/8)
SD -3
30
15
--
Continued: Mottled primary dark yellowish brown 15'-19' Driller noted increased difficulty drilling
(10YR 4/4) and secondary red (2.5YR 5/6), mica
becomes more prominent
SD -4
48
20
SD -5
60
2

BORING NUMBER GWA-19D
S. Churnh Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 2
F)7Z440
Phone: 7041' 38-fi700
hdri nc. comlf allow -us
CLIENT Duke Energy Carolinas _ _ PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
111
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DESCRIPTION
REMARKS
tW
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rA Z
25
(SC) CLAYEY SAND, dark yellowish brown
(10YR 4/4) and red (2.5YR 5/6), moist,
non -plastic, non -cohesive, sand fine, angular, with
SD -6
60
abundant mica, mica schist rock fragments are
friable (SAPROLITE)
30
SD - 7
30
[31.5'-35' Fe stained
MICA SCHIST, strong, dark gray (N3), thinly
foliated, contains layers of (CL) CLAY WITH
32'-34' Very hard drilling, difficulty retrieving
SAND (WEATHERED/FRACTURED ROCK)
core
RC -1
100
Due to intense mechanical fracturing of rock
samples, RQD values can only be estimated
35
MICA SCHIST, strong, dark gray (N3), thinly
35'-47' No iron staining or clay infilling
foliated (SOUND ROCK)
RC -2
100
37'6" PVC Casing installed on 3/9/16 and
grouted to surface
Driller notes "softer zone" that appears to have
washed out
RC -3
80
40
45'-46' Steeply inclined fracture with greenish
gray mineralization
I
RC -4
4'.5
Boring Terminated at 47'
Screened Interval Set at 38'-42'
Monitoring Well Installed on 3/15/16
Bottom of borehole at 47.0 feet.
Water pH was tested at 6.5SUs prior to setting
well

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
Photo 1 — GWA-1911): Sample HA -1 Depth: 0.0'- 5.0' Date: 03/15/16
Photo 2 — GWA-1911): Sample SC -1 Depth: 5.0'- 9.0' Date: 03/15/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs r L��
Photo 3 — GWA-19D: Sample SC -2 Depth:9.0' - 12.5' Date: 03/15/16
Photo 4 — GWA-19D: Sample SC -3 Depth: 12.5'- 15.0' Date: 03/15/16
hdrinc.com 440 S Church Street. Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment !�
Appendix B, Sample Photographs r
EvREMoe : 6wd^I4�
1)EpD450-k 6-
15 0
CeM�EM"• : beats
d;Qj 14
Photo 5 - GWA-19D: Sample SC -4 Depth: 15.0'- 19.0' Date: 03/15/16
of MV
F
r f O
p�erw�E +7n IIf!
Photo 6 - GWA-19D: Sample SC -5 Depth: 19.0' - 24.0' Date: 03/15/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r
(,INA- I?T`
Photo 7 — GWA-19D: Sample SC -6 Depth: 24.0'- 29.0' Date: 03/15/16
Photo 8 — GWA-19D: Box 1 of 2 Depth: 315- 37.0' Date: 03/09/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1—NAppendix B, Sample Photographs
Photo 9 — GWA-1911): Box 2 of 2 Depth: 37.0' - 47.0' Date: 03/20/16
Photo 10 — GWA-19D: Sample RC -4 Depth: 47.0' Date: 03/15/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Ann C f`S­,,k cZte—t CZ.0. °nn
BORING NUMBER GWA-19S
Charlotte. NC 28202-2075 PAGE 1 OF 1
111111111111YZ Phone: [phone]
7
hdrinc. com/fol low -u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional .Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/15/16 COMPLETED 3/16/16 GROUND ELEVATION 740.06 HOLE SIZE(S) . 5 inches
DRILLING CONTRACTOR .Cascade Drilling, L.P. NORTHING 928195.81 EASTING 1680902.52
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATE/TIME -- _.
NOTES DATE/TIME ---
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Refer to GWA-19D for lithology
5
10
15
i
Boring Terminated at 22'
20
Screened Interval Set at 4'-19'
i
Monitoring Well Installed on 3/16/16
! Bottom of borehole at 22.0 feet.
i

WO S Churcr. ,Free; SLI ace BORING NUMBER O^ariaC,e *tc 292()2-2(,7'5 Past �...... �� I
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CLIENT 10oPROJECT NAME Ce
PROJECT NUMBER Z' 21 Z ��g PROJECT LOCATION (GLky-, Ccr�t K
DATE STARTED0I/0,5/ico _ COMPLETED 01/Z�041. GROUND ELEVATION
120 HOLE SIZE((SS)-{�
DRILLING CONTRACTOR CGS �GCt CICS. NORTHING I LJy EASTING t �/C
DRILLING METHOD GJOn k U GROUND WATER LEVELS:
LOGGED 13Y --'I CHECKED BY DATErTIME
NOTES �Cf;i&,0 � Ctr r )C- lje LI L (I DATE,rTIME -_
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BORING NUMBER GWA-20BR
440 S. Church 5111161, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 5
Phone: [phone]
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hdrinc.eomlfdtow-us
CLIENT Duke Ener-gyCarohnas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 _ PROJECT LOCATION Stokes County, NC
DATE STARTED 5/26/16 COMPLETED 5/26/16 _ GROUND ELEVATION 770.27 HOLE SIZE(S) 6 inches _..
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928565.27 EASTING 1681746.53
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY B. Booth CHECKED BY T DATEITIME 5!26120161:00:00 PM 33.80 ft ...........
NOTES ... ...... Z DATEITIME ---
z
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wEuW
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gV
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Refer to GWA-20D for Description above 64.0'
5
i i
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! 10
i
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15
S
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7
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20
7
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BORING NUMBER GWA 20BR
440 S. Church Street, 5ulte 900
NC 28202-2075 PAGE 2 OF 5
,M)7Chadotto,
Phone: [phone]
hdrinc. com ffol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION . Stokes County, NC
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DESCRIPTION REMARKS
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Refer to GWA-20D for Description above 64.0'
(continued)
30
Y
35
i
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40
i
i
45
i_
i'
i
0

BORING NUMBER GWA-20BR
440 S. Church Street, Sults 900
Charlotte; NC 28202-2075 PAGE 3OF5
Phane:704-388-fi700
hdr nc.comtfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME - Belews Creek Post -CSA Addltlonal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION _ Stokes County, NC
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Refer to GWA-20D for Description above 64.0'
(continued)
55
i
60
t
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SCHISTOSE MICA GNEISS, strong, dark bluish
'
65
gray (10B 411), medium grain, schistose to
gneissic, phaneritic, thinly foliated, fresh, sound
rock
6
100
i
i
S- -
---
__
SCHISTOSE MICA GNEISS, strong, very dark
70
bluish gray (10133/1), medium to coarse grain,
schistose to gneissic, phaneritic, thinly foliated
to laminated, fresh, sound rock
3
RC -2
100
0
x
J
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Y
z 75

BORING NUMBER GWA-20BR
440 S. Church Street, Suite 900
Charlotte, PEC 28202.2075 PAGE 4 OF 5
Phone: [phone]
,M)7Z
hdrinc,comHoltow-us
CLIENT Duke EneMy Carolinas _ .. PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
u7 Z
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DESCRIPTION
REMARKS
Marinortwo
WELL
is
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75
SCHISTOSE MICA GNEISS, strong, dark bluish
gray (106 411), fine to coarse grain, schistose to
gneissic, phaneritic, laminated to thinly foliated,
RC -3
100
slightly weathered, sound rock, gamets
throughout run (continued)
Fracture, 550 from horizontal, tight, FeO and
MICA SCHIST, strong, bluish gray (10135/1), FeS present
so
fine to medium grain, schistose, laminated to
thinly foliated, fresh, sound rock
IRC - 4
100
Natural fracture, 600 from horizontal, CaCO3,
partially open, FeO
MICA SCHIST, strong, bluish gray (10B 5/1),
85
fine to medium grain, schistose, laminated to
thinly foliated, fresh, sound rock
F
i
RC - 51
100
i
f
MICA SCHIST, strong, very dark bluish gray
' 90
(10B 3/1), fine to medium grain, schistose,
phaneritic, laminated to thinly foliated, fresh,
sound rock
s
IRC - 6,
100
i
i
s- -
i
3
--- -
----------------------
MICA SCHIST, strong, very dark bluish gray (56
MICA
95
311), fine to medium grain, schistose, phaneritic,
laminated to thinly foliated, fresh, sound rock
i
r
RC -
7
100
7
3
C
J
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100

440 S. Church Street, Suite 900
Charlotto, NG
hdrin �7omlfaitow--us0 075
CLIENT Duke Energy Carallnas
PROJECT NUMBER 269377
BORING NUMBER GWA-205R
PAGE 5 OF 5
PROJECT NAME Belews Creek Post -CSA Additlanal Assessment
PROJECT LOCATION Stokes County- NC
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0
100
uai
MICA SCHIST, strong, dark bluish gray (58 411),
fine to medium grain, schistose, phaneritic,
laminated to thinly foliated, fresh, sound rock
RG -8
100
(continued)
SCHISTOSE MICA GNEISS, bluish black (5PB
105
2.511), schistose to gnelssic, phaneritic,
laminated to thinly foliated, fresh, sound rock
i -
RG -9
100

BORING NUMBER GWA-20D
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 3
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME . Belews Creek Post -CSA Additional Assessment ..
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/16/16 _ COMPLETED 3/19/16 GROUND ELEVATION 770.44 HOLE SIZE(S) 9 4 inches
DRILLING CONTRACTOR _Cascade Drilling, L.P. NORTHING 928576.10 EASTING1681755.49
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY M. Pelletier .. CHECKED BY _ DATE/TIME 3/19/2016 8:00:00 AM 21.40 ft
NOTES 1 DATEITIME ---
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of
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(SM) SILTY SAND, dark reddish gray (5YR 4/2),
Hole Size(s):
moist, non -plastic, non -cohesive (SOIL)
91,01-50,
5" 50'-65'
0'-5' Hand augered to clear utilities
IN
(SM) SILTY SAND, red (2.5YR 4/8), moist,
AU - 1
60
non -plastic, non -cohesive, micaceous, few pieces
of weathered gravel -sized mica schist
(SAPROLITE)
5
108
SD -1
10
Continued: strong brown (7.5YR 5/6), mica absent
(SM) SILTY SAND, light yellowish brown (10YR
15
6/4), moist, non -plastic, non -cohesive, abundant
mica and fragments of weathered mica schist
(SAPROLITE)
SD -2
60
Hole unstable at 19'
20
(SP) SAND, pale brown (10YR 6/3) and grayish
brown (10YR 5/2), moist, non -plastic,
non -cohesive, fine and angular with traces of silt
SD -3
60
and clay (SAPROLITE)
-
Continued: wet, clay content slightly increased,
trace fine mica
25
i

BORING NUMBER GWA-20D
441 S. Church Street, Suite 910
ChNC 2812.2075 PAGE 2 OF 3
,M)7ZPhone: pne: 704-338-6700
h drine.eomlTol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC
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25
(SP) SAND, brownish yellow (10YR 6/6), moist,
non -plastic, non -cohesive, very fine to fine with
traces of silt, clay, and fine mica (SAPROLITE)
SD -4
60
31
60
SD -5
Continued: clay and silt content slightly increased
34' Driller noted increased difficulty drilling
(SM) SILTY SAND, brown (10YR 4/3), wet, low
35
plasticity, non -cohesive, fine to medium sand,
abundant mica, obvious relict structure
(SAPROLITE)
SD -6
60
40
More friable rock fragments of very weathered
SD -7
60
mica schist
Driller notes increased difficulty drilling
45
St7 S
48
MICA SCHIST, moderate strength, yellowish
brown (10YR 5/6), foliated, moderately
decomposed, interbedded with saprolite as above
(SAPROLITE/WEATHERED ROCK)
48' Difficulty eAracting core barrel led to loss
of sample
SD 111
0
49'6" PVC casing installed and grouted to
5U
surface

BORING NUMBER GWA-20D
44118, Church Street,
NC 28202.2075
Suite 900
PAGE 3 OF 3
Phone: I
Phone: [phone]
hdrinr, com/follow-LIS
CLIENT Duke Eneray Carolinas
PROJECT NAME
Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC
Z2
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MICA SCHIST, strong, yellowish brown (10YR
ue to intense mechanical fracturing of rock
5/4), thinly foliated, moderately decomposed,
samples, ROD values can only be estimated
abundant Fe stained fractures
(WEATHERED/FRACTURED ROCK)
RC-1
85
54'-59' Driller reported several soft zones of
55
drilling, lost sample likely washed out while
coring
RC-2
28
Continued: dark gray (N4) with brown (7.5YR 2.5/2)
59'-64' Driller reported several soft zones of
60
on fracture surfaces, rock becoming more
competent further into run
drilling, lost sample likely washed out while
coring
Band of quartz
RC-3
75
i Boring Terminated at 65'
Screened Interval Set at 55'-60'
65
Monitoring Well Installed on 3/19/16
Bottom of borehole at 65.0 feet.

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
C
Photo 2 — GWA-20D: Sample SC -1 Depth: 5.0'- 14.0' Date: 03/19/16
hdrinc.com 440 S Church Street. Suites 900 & 1000, Charlotte, NC 28202-2075
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'
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Photo 1 — GWA-20D: Sample
HA -1
Depth: 0.0'- 5.0' Date: 03/19/16
Photo 2 — GWA-20D: Sample SC -1 Depth: 5.0'- 14.0' Date: 03/19/16
hdrinc.com 440 S Church Street. Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment E ��
Appendix B, Sample Photographs r
ftaiRF'Fro tt1A-2oD
T), P"4 4.0- R.O.
DRIt ( /4FTFF I„ Sonic
INN
Photo 3 — GWA-20D: Sample SC -2
r
Depth: 14.0'- 19.0' Date: 03/19/16
,A
Photo 4 — GWA-20D: Sample SC -3 Depth: 19.0'- 24.0' Date: 03/19/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
Photo 5 — GWA-20D: Sample SC -4 Depth: 24.0'- 29.0' Date: 03/19/16
BORE -WEE : GWA- 20-D
DEPTH 29.0'-34.0
pRIi t WTO; 8-01 SOnic
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Photo 6 — GWA-20101: Sample SC -5 Depth: 29.0'- 34.0' Date: 03/19/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
Photo 7 — GWA-2011): Sample SC -6 Depth: 34.0'- 39.0' Date: 03/19/16
t I'1[E
ROPFNo« : 6WA-2o7)
'p.1 TX pn-! 39.0'-41.0
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Photo
8 — GWA-2011): Sample SC -7 Depth: 39.0' - 44.0' Date: 03/19/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs r F�1
lai _ Bo_n Tc RQ� +I ON Tia !• - +
50.0 5'I.o 3%; �o ,11 3 A,o 65.0
Photo 10 — GWA-20D: Box 1 of 1 Depth: 50.0'- 65.0' Date: 03/19/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
'
`li �'' •'z.rlrl.
J�7
Photo 9 — GWA-20D: Sample SC -8
Depth: 44.0'- 48.0'
Date: 03/19/16
lai _ Bo_n Tc RQ� +I ON Tia !• - +
50.0 5'I.o 3%; �o ,11 3 A,o 65.0
Photo 10 — GWA-20D: Box 1 of 1 Depth: 50.0'- 65.0' Date: 03/19/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA-20S
440 S. Church Street. Suite 900
Charlotte, NC PAGE 1 OF 2
,3-670-1075
Phone: T04-3313-6700
F)'R
hdrinc.com/follow-us
CLIENT Duke EneW Carolinas PROJECT NAME Bel ews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/19/16 COMPLETED 3/19/16 GROUND ELEVATION _. HOLE SIZE(S) 6 Inches
DRILLING CONTRACTOR Cascade Drllvng, L.P. NORTHING FASTING
DRILLING METHOD Sonic _ GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATEITIME 3/1712016 8:00:00 AM 12.00 ft b
NOTES _ 1 DATEfTIME —
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Boring Terminated at 25'
(
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Monitoring Well Installed 3119116
25
on

440 S. Church Street, Suite 900 BORING NUMBER GWA-20S
Charlotte, 2$202-2075 PAGE 2 OF 2
Phone; 704-338-6700-3-33$-B7CI{1
hdrinc; comlfollow-us
CLIENT _Duke Energy Carolinas PROJECT NAME Belews Creak Post-CSA Add itioi tai Assessmanj
PROJECT NUMBER 269377PROJECT LOCATION Stokes Coun!y, NC
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BORING NUMBER GWA-21 D
440 S. Church street, Suite 900
28202-2075 PAGE 1 OF 2
IM)iCharlotte,
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME _ Belews Creek Post -CSA Addkianal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes Countv. NC
DATE STARTED 3/3/16 COMPLETED 3/7/16 __.. GROUND ELEVATION 731.67 HOLE SIZE(S) _ 10, 5 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928908.01 EASTING 1681367.12
DRILLING METHOD Sonic —. GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY I- DATETIME 3/8/2016 8:00:00 AM 10.90 ft bgs
NOTES 1 DATE/TIME ---
-IZ
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0-7,
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(CL) CLAY WITH SAND, dark reddish brown
sole Size(s):
1
(5YR 3/3), moist, low plasticity, cohesive, trace
10.5" 0'-18.5'
mica, fine to medium sand, with roots (SOIL) r
5" 18.5'-37'
0'-5' Hand augered to clear utilities
(CL) CLAY WITH SAND, reddish brown (2.5YR
4/4), moist, low plasticity, cohesive, trace mica
AU -1
60
and rock fragments, fine sand(SAPROIJTEr r
Harder drilling
(SC) CLAYEY SAND, dark reddish gray (2.5YR
3/1), moist, non -plastic, non -cohesive, sand fine
and angular, with coarse angular rock fragments
(SAPROLITE)
5
42
SD -1
(SC) CLAYEY SAND, dark brown (7.5YR 3/3),
moist, non -plastic, non -cohesive, sand fine and
angular, rock fragments and mica increasing with
depth (SAPROLITE)
10
10'-12.5' large friable rock fragments
SD -2
48
�
(CL) GRAVELLY CLAY, brown (7.5YR 4/2), wet,
12'-12.5' Difficult drilling, difficulty retaining
low plasticity, cohesive, abundant rock fragments,
sample due to water in borehole
fine sand (SAPROLITE)
15
SD -3
48
17.5'-31.5' Slightly decomposed, Fe staining
MICA SCHIST, strong, very dark gray (5YR 3/1),
RC -1
100
schistose, thinly foliated, slightly decomposed,
on surface
iron staining on surface with garnet, in matrix of
11856" PVC casing installed on 3/6/16 and
RC -2
87
(CL) sandy lean clay, brown (10YR 4/3), slightly
grouted to surface
plastic, wet, cohesive, with abundant rock
18.5'-31.5' Abundant sub -horizontal Fe stained
't1
-
fragments and trace mica
fractures
(WEATHERED/FRACTURED ROCK)
Due to intense mechanical fracturing of rock
samples, RQD values can only be estimated
RC -3
60
25

440 S. Church Street, Suite 900
Charlotte, s
hdroin�com d3ow-uO075
CLIENT Duke Enerav Carolinas
PROJECT NUMBER 269377
BORING NUMBER GWA-21 D
PAGE 2 OF 2
PROJECT NAME Belews Creek Post -CSA Addltional Assessment
PROJECT LOCATION Stokes County, NC
30
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(SC) CLAYEY SAND, dark reddish gray (5YR
4/2), wet, non -plastic, non -cohesive, fine to
)
2
60
P
medium sand, with angular quartz fragments and
garnets, with mica (SAPROLITE/WEATHERED
MICA SCHIST, strong, very dark gray (5YR 3/1),
?•
ROCK)
I
schistose, thinly foliated, slightly decomposed,
-
34'-37' Fresh, competent, no staining
i MICA SCHIST, very strong, very dark gray (N3),
35
iron staining on surface with garnet, in matrix of
briller reports lost zones may be sand/clay
'
schistose, intensely foliated (SOUND ROCK)
a;: _•" ,
(CL) sandy lean clay, brown (10YR 4/3), slightly
washed out during drilling
'
RC - 5
plastic, wet, cohesive, with abundant rock
100
�•:
RC -4
40
fragments and trace mica
Screened Interval Set at 24.6'-29.6'
, • ,
(WEATHERED/FRACTURED ROCK) (continued)
Monitoring Well Installed on 3/7/16
° •'
30
a�
•'• .'
(SC) CLAYEY SAND, dark reddish gray (5YR
4/2), wet, non -plastic, non -cohesive, fine to
)
FSC
60
P
medium sand, with angular quartz fragments and
garnets, with mica (SAPROLITE/WEATHERED
t'
ROCK)
I
34'-37' Fresh, competent, no staining
i MICA SCHIST, very strong, very dark gray (N3),
35
schistose, intensely foliated (SOUND ROCK)
a;: _•" ,
RC - 5
100
Boring Terminated at 37'
;;• :::
Screened Interval Set at 24.6'-29.6'
, • ,
Monitoring Well Installed on 3/7/16
�; • :':
Bottom of borehole at 37.0 feet.

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
B, Sample Photographs
Photo 1 — GWA-21D: Sample HA -1 Depth: 0.0'-1.0' Date: 03/07/16
Photo 2 — GWA-21D: Sample HA -1 Depth: 1.0'-2.5' Date: 03/07/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs
Photo 3 — GWA-21 D: Sample HA -1 Depth: 2.5'- 5.0' Date: 03/07/16
Photo 4 — GWA-21D: Sample SC -1 Depth: 5.0'-8.5' Date: 03/07/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L��
Appendix B, Sample Photographs r
Photo 5 — GWA-21D: Sample SC -2 Depth: 8.5'-12.5' Date: 03/07/16
Photo 6 — GWA-21 D: Sample SC -3 Depth: 12.5'-17.5' Date: 03/07/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L��
Appendix B, Sample Photographs r
Photo 7 — GWA-21 D: Sample SC -3 Depth: 17.5' Date: 03/07/16
Photo 8 — GWA-21 D: Sample SC -3 -SC -4 Depth: 12.5-18.5' Date: 03/07/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
V'11�4` �fleYr���1Df�GJS S�a�ON
- B�e��aor.F . rwA -217
TXP7N
DR►u MFTN : 4-1V (ore &wwl
COMMENTS ; �� y�ri 17••11':1
r-
Photo 9 — GWA-21D: Sample SC -5 Depth: 18.5'-20.0' Date: 03/07/16
Photo 10 — GWA-18D: Sample SC -6 Depth: 20.0'-25.0' Date: 03/07/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment F ��
Appendix B, Sample Photographs r
'Dake bnerqq—&kk)� T42hbn MW
ir BORE14OeF : 6WA-21-D
UEPT>`I : 215 o '- 3 a o
Y
uZILL mu": 4.7'S'[arc ETOWI
ti# COMMENTS: uM� a-nd lVr7+1i
_!a}.5..1iCI��
i� I
LEW
r r
. �y
L�
Photo 11 —GWA-21 D: Sample SC -7 Depth: 25.0'-30.0' Date: 03/07/16
10� s x
. r l
I'M j , - -iyrj
Photo 12 — GWA-21 D: Sample SC -8 Depth: 30.0'-35.0' Date: 03/07/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment f
Appendix B, Sample Photographs rJ
y_ t.� ' ii tel! : '•�n�
Photo 13 — GWA-18D: Sample SC -9 Depth: 35.0'-37.0' Date: 03/07/16
Photo 14 — GWA-21 D: Box 1 of 1 Depth: 18.5-37.0' Date: 03/07/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA-21 S
440 S. Church Street, Suite 900
Charlotte,2075
704-33ow
PAGE 1
OF 1
Phone: [phone]
70
hd
CLIENT Duke EnergV Carolinas _ ...............
PROJECT NAME Belews Creek Post -CSA Additional ,Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC
DATE STARTED 3/7/16 COMPLETED 3/8/16 ...............
GROUND ELEVATION 731.88 HOLE SIZE(S) _ 6 inches
DRILLING CONTRACTOR Cascade Drilling. L.P.
NORTHING 928900.66 EASTING 1681372.93
DRILLING METHOD Sonic
GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY
T DATE/TIME 318/2018 3:00:00 PM 10.15 ft bgs
NOTES —
1 DATEITIME ---
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tl
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15
Boring Terminated at 17'•
_
Screened Interval Set at 6'-16'
Monitoring Well Installed on 3/8/16
Bottom of borehole at 17.0 feet.
I
1
I
I
I
1
1
1

BORING NUMBER GWA-22D
440 5. Church Street, Suits 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/4/16 COMPLETED 5/11/16 GROUND ELEVATION 732.23 HOLE SIZE(S) 10 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928366.84 EASTING 1687317.74
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY D. Bishuk CHECKED BY _.._ DATE/TIME --
NOTES DATEITIME --
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Crushed Stone Rip Rap
Hand Auger 0'-5'
AU -1
60
1'-2' Abundant schist and gneiss clasts
(CL) CLAY WITH SAND, mottled pale olive (5Y
614), very pale alive (5Y 713), alive gray (5Y K),
rk gray (5Y 411), white (9.5N), moist, low
st{city, cohesive, massive, Some clay, little ver
Tf
s to fine sand, trace coarse sand (SOIL)
w
SAND WITH GRAVEL, yellowish(5'(R
SD -1
30
3.5' Abundant schist clasts, clast strength is
518}, pale alive [5Y 614), black (5Y
very weak to weak
JC)vCLAYEY
1), wet, low plasticity,'cohesive, massive,
5
rly graded,some sill, some fine to mediumel,
little clay, SAPROLITE
(SM) SILTY SAND WITH GRAVEL, mottled olive
(5Y 4/3, 414, 5/3, 5/4), pale olive (5Y 6/3, 6/4),
pale yellow (5Y 6/3, 6/4, 7/4), olive gray (5Y 4/2),
and reddish yellow (7.5YR 6/8), moist,
SD -2
40
non -plastic, cohesive, massive, some silt, little fine
to coarse gravel, SAPROLITE
Q
Continued: Wet
8.5'-10' Abundant schist clasts, clast strength
is weak to moderate
10
10'-18' Abundant schist clasts, clast strength is
(GP -GM) GRAVEL WITH SILT AND SAND,
mottled yellowish brown (10YR 516, 5l8). very
moderate
dark grayish brown (10YR 3/2), and yellowish red
(5YR 5/6), wet, non -plastic, non -cohesive,
massive, little very fine to coarse sand, little silt
SD -3
36
(SAPROLITE)
15
i
SD -4
45
4
BIOTITE HORNBLENDE SCHIST, moderate, light
'
bluish gray (5B 7/1), bluish black (56 2.5/1), white
(9N), and brownish yellow (10YR 6/8), intensely
foliated, mnderatelyweathered, WEATHERED
20
ROCK
RQD values are given as 0, mechanical
disturbance of sonic drilling method prevents
(GP -GM) GRAVEL WITH SILT AND SAND,
meanie ul measurement of RQD
mottled light olive brown (2.5Y 5/3), greenish gray
20'6" PVC casing installed and grouted to
(5GY 5/2), dark greenish gray (5GY 4/2), dark
surface 5/7/16
RC -1
50
olive gray (5Y 3/2), and black (5GY 2.5/1), wet,
21'-24' Abundant schist clasts, clast strength is
non -plastic, non -cohesive, massive, some very
strong
fine to coarse sand, little silt, SAPROLITE
i
25

F)7Z440 S. Church Street, Suite 900
Phone: 7 NC 286700 75
Phone: [phone]
hdri n c. cam/follow- us
BORING NUMBER GWA-22D
PAGE 2OF2
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
67
Bottom of borehole at 35.0 feet.
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BIOTITE-CHLORITE-HORNBLENDE SCHIST,
25'-35' Stretched and deformed quartzite
very strong to strong, dark greenish gray (10G
pebbles occur locally in felsic foliation bands,
4/1), very dark greenish gray (10BG 3/1),
intensely deformed bands, and as outliers in
greenish black (10BG 2.5/1), bluish gray (5B 6/1),
biotite and chlorite;
light bluish gray (56 7/1), white (9.5N, 8.5N), and
Numerous partial open and closed fractures
RC -2
57
pinkish white (7.5YR 8/2), intensely foliated,
with quartz mineralization and localized Fe
slightly weathered, WEATHERED/FRACTURED
staining on fracture surfaces; Few albite
ROCK
augens present
67
Bottom of borehole at 35.0 feet.

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
ti.
'LIF -NT POKE ENEIZ6"I
S I TE MEWS CRF�K SS
WELL )D GWA-22:{j
PEM IWMVAL (F7 J9 r-9
-PATE F 516116
1 ""z 4sr RAN OfsHt-,
calix rs KKPRF_..SCN raATiVt
Photo 1 — GWA-22D: Sample HA -1 Depth: 0.5'- 2.0' Date: 05/06/16
Stu. ,Y CWW,A--ZZD
IMM
�•� F' S/6fr�
vEninrlcr YAM MSamt
uNXfiwy S r r
Photo 2 — GWA-22D: Sample SC -1 Depth: 2.0'- 5.0' Date: 05/06/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
Via;;•
Photo 3 — GWA-22D: Sample SC -2 Depth: 5.0'- 10.0' Date: 05/06/16
Photo 4 — GWA-2211): Sample SC -3 Depth: 10.0'- 15.0' Date: 05/06/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r
Photo 5 — GWA-22D: Sample SC4 Depth: 15.0'- 20.0' Date: 05/06/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA-22S
44115, Church Street, Suite 900
Charlotte, 28202-2075
PAGE 1 OF 1
Phone: TOA -34-3 38-6700
hdr1 nc.corrV fal low -us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC
DATE STARTED 5/10/16 COMPLETED 5/10/16
GROUND ELEVATION TBD HOLE SIZE(S) 6 inches __..__....
DRILLING CONTRACTOR Cascade Drilling,L.P. —
NORTHING 928366.90 EASTING 1687311.85
DRILLING METHOD Sonic
GROUND WATER LEVELS:
LOGGED BY D. Bishuk CHECKED BY
NE DATEITIME 5/1112016 8:05:00 AM 3.10 ft
NOTES ...... ..........
1 DATEITIME
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DESCRIPTION
REMARKS
rtaar+RaRwc
WELL
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1
15
3
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i Bottom of borehole at 18.0 feet.
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F
BORING NUMBER GWA 23D
440 S. Church Street, Su#te900
Charlotte.NC 28202-2075 PAGE 1 OF 3
Phone: 704-33&6700
hdrinc. comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC
DATE STARTED 4/8/16 COMPLETED 4/13/16 _ GROUND ELEVATION 809.37 HOLE S¢E(S) 9.4 inches _
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 922851.57 EASTING 1683865.80
DRILLING METHOD Sonic _ GROUND WATER LEVELS:
LOGGED BY T. Campbell _ CHECKED BY ............ DATEITIME 411812016 2:25:00 PM 23.80 ft bgs
NOTES 1 DATEITIME ---
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REMARKS
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(MLS) SANDY SILT, bedded, brownish yellow
Hole Size(s):
(10YR 6/6) and very pale brown (10YR 8/2), dry,
9"0'-45.5'
fine grained, non -plastic, non -cohesive, trace
5" 45.5'-60.5'
mafics, trace lightly cemented nodules (SOIL)
0'-5' Hand augered to clear utilities
SD -1
39
5
.........
SO
Continued: white (2.5YR 8/1), few Mn -cemented
- 2
53
nodules with hairline Fe laminae
10
Adding water below 10' due to hard drilling
conditions
Continued: greenish gray (1OY6/1)), with fine to
coarse angular gravel [dark greenish grey (5G
411)} with Fe staining
SD -3
50
(ML) SILT, light greenish grey (5GY 7/1), dry,
non -plastic, non -cohesive, with fine to coarse
gravel -sized cemented nodules (SOIL)
15
Very hard drilling, partial recovery, all contacts
appro)dmate
SD -4
13
(ML) SILT, brownish yellow (10YR 6/6) to
yellowish brown (10YR 5/6), dry, non -plastic,
cohesive, few kaolin mottles, trace fine sand with
SD - 5
30
Mn cemented gravel (SAPROLITE)
20
SD - 6
1
41
25
1

BORING NUMBER GWA-23D
440 S- Church Street, Sulte 511111
Charlotte, NC 28202-2075 PAGE 2 OF 3
Phone: [phone]DO
hdrinacom/fcllow-us
CLIENT Duke Energy Carolinas PROJECT NAME _Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
WD
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25
(ML) SILT, brownish yellow (10YR 6/6) to
yellowish brown (10YR 5/6), dry, non -plastic,
cohesive, few kaolin mottles, trace fine sand with
Mn cemented gravel (SAPROLITE) (continued)
5D 7
18
30
(ML) SILT WITH SAND, light olive brown (2.5Y
delict structure not evident due to reworking by
5/3), moist, fine grained sand, non -plastic,
drilling method, much of the fines are being
cohesive, with Mn and Fe stained nodules and
washed out
laminae, few angular quartz fragments
—
(SAPROLITE)
SD -8
16
35
SD -9
22
Driller reports drilling in soft, hard, soft zones
40
12
SD-
10
HORNBLENDE GNEISS, chips with Mn and Fe
Driller reports rock at approAmately 44'
45
staining (WEATHERED ROCK)
44'-45.5' No recovery
Installed 6" PVC casing to 45.5' bgs, and
grouted to surface on 4/11/2016
RC -1
0
Q

440 S. Church Street. Suite 900 BORING NUMBER GWA-23D
Charlvfte NC 28202-2075 PAGE 3 OF 3
IMS)
Phone: 704-33&6700
hdrinc. comlf allow -us
CLIENT Duke Enemy Carolinas PROJECT NAME Belews Creek Post -CSA A(Iditlonal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
2 10 52.5'-53.5' Soft drilling, mud color change from
gray to light brown
53.5'-58' Rig chattering, return water light
brown
HORNBLENDE GNEISS, strong, dark gray (N4) j
to dark greenish gray (10Y4/1), gneissic texture, 55.5'-58.7' Moderately to intensely fractured,
thinly foliated, slightly weathered (SOUND ROCK) heavy Fe staining and Mn mineralization on
fractured surfaces, common healed fractures
Fracture, open, 40 degree, Fe staining
56.9'-57.1' Joint set, subhorizontal, open,
3 100 heavy Fe staining
Fracture, open, subhorizontal, heavy Fe
staining
57.7'-58.1' 3 fractures, open, Fe staining
58'-60.5' Return water gray
Bottom of borehole at 60.5 feet.
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DESCRIPTION REMARKS
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HORNBLENDE GNEISS, chips with Mn and Fe
staining (WEATHERED ROCK) (continued)
ow recovery, as chips, completely reworked,
rig chattering
2 10 52.5'-53.5' Soft drilling, mud color change from
gray to light brown
53.5'-58' Rig chattering, return water light
brown
HORNBLENDE GNEISS, strong, dark gray (N4) j
to dark greenish gray (10Y4/1), gneissic texture, 55.5'-58.7' Moderately to intensely fractured,
thinly foliated, slightly weathered (SOUND ROCK) heavy Fe staining and Mn mineralization on
fractured surfaces, common healed fractures
Fracture, open, 40 degree, Fe staining
56.9'-57.1' Joint set, subhorizontal, open,
3 100 heavy Fe staining
Fracture, open, subhorizontal, heavy Fe
staining
57.7'-58.1' 3 fractures, open, Fe staining
58'-60.5' Return water gray
Bottom of borehole at 60.5 feet.

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
01
Photo 1 — GWA-23D: SC -1 Depth: 5.0'
Date: 04/08/16
AIR
BELEWei CQE-ffK
Boas NCr �* : CV;IA- 23I)
ta4TE� 04/off/Ifo
EvP'T'i., f : 0.9) .- For
GOR IOCr ME TH60 , Sail IG, 4��
Or3a 2 -
Photo 2 — GWA-23D: SC -2 Depth: 10.0' Date: 04/08/16
hdrinc.com 440 S Church Street; Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs r L��
r
DOM ENERGY
SELEWS GQCL'K
&At tic. -W : iCzW AL- -Z S D
Q4 -r - 04 /
RLQ ;--
Photo 3 — GWA-23D: SC -3 Depth: 11.5' Date: 04/08/16
oU9jF ENE-RGy s
&LEWS CQEL K
Boar NG. *k: Ow A- 23D
rE� 04/09/16
H : I S.,Y. pr
.40RIF-ta
Photo 4 — GWA-23D: SC -3 Depth: 15.0' Date: 04/08/16
hdrinc.com 440 S Church Street. Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
w
Photo 5 —GWA-23D: SC -3 Depth: 15.0' Date: 04/08/16
Photo 6 —GWA-23D: SC -5 Depth: 22.0' Date: 04/09/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment � L
Appendix B, Sample Photographs r
Photo 7 — GWA-23D: SC -6 Depth: 25.0' Date: 04/09/16
'q"
Photo 8 — GWA-23D: SC -7 Depth: 30.0' Date: 04/09/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment [ ��
Appendix B, Sample Photographs r
O(JkE ENERGY
Photo 9 — GWA-23D: SC -8 Depth: 35.0' Date: 04/09/16
Duk+E ENERGY ::v
BELEkIS CeCL-K
Bca r ac- [,rw^-Z S V
C14"T: 104t013[/1(,
PEPT14: 40 Fr
Ga12 wa mc-nibo * 5ow i C
'YHG
Photo 10 - GWA-23D: SC -8 Depth: 40.0' Date: 04/09/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
B, Sample Photographs
Photo 10 — GWA-23D: Box 1 of 1 Depth: 45.5'— 60.5' Date: 04/12/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA-23S
440 S. Church Street, Sults 900
Charlotte, PAGE 1 OF 2
70402075
Phonee: 704-338-6770U
hdrinallow
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377PROJECT LOCATION Stokes County, NC
DATE STARTED 4/6/16 COMPLETED 4/7/16 GROUND ELEVATION 809.37 HOLE SIZE(S) 6 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 922851.54 EASTING 1683868.75
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY T. Campbell CHECKED BY DATE/TIME 4118/2016 2:30:00 PM 20.90 ft bgs
NOTES 1 DATE/TIME ---
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Refer to GWA-23D for lithology
Boring Terminated at 45'
Screened Interval Set at 22'-37'
Monitoring Well Installed on 4/7/2016
5 .
10
15
20
Q
25

BORING NUMBER GWA-23S
440 S. Church Street, Suite 900
Charlotte. NC 28202-2G75 PAGE 2 OF 2
Phoiie: 704-338.6700
hdrinc.comlfollow-us
CLIENT Duke Ener v Carolinas PROJECT NAME Seiews Creek Rost -CSA Addldonal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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40
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Bottom of borehole at 45.0 feet.

BORING NUMBER GWA-24BR
440 S. Church Street, Site 900
Charlotte, NC 28202-2075 PAGE 1 OF 4
Phone-, 704-338-6700
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION. Stokes County, NC
DATE STARTED 8/6/16 COMPLETED _9/15/16 GROUND ELEVATION 639 ft HOLE SIZE(S) 9 inches
DRILLING CONTRACTOR Cascade Drilling, L._P_ NORTHING 930051 EASTING 1682703
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY O. Brown, D. Bishuk CHECKED BY C. Marchin _ DATE/TIME -
NOTES DATEITIME ---
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(SM) SILTY SAND, strong brown (7.5 YR 4/6),
non -plastic, moist, non -cohesive, micaceous
-
(SAPROLITE), gravel rock fragments throughout
0'-10' No recovery because samples were spilt
(MICA SCHIST)
onto ground by driller
5
MICA SCHIST, strong, white (8N), slightly
decomposed, heavy Fe staining on fracture
10
subsurface, gneissic (in areas), garnetiferous,
(FRACTURED/WEATHERED ROCK)
0'-40' Recoveries and RQDs difficult to
accurately determine and likely less than true
-
values due to sonic coring, many mechanical
fractures
10'-15' RC -1 intensely fractured, heavy Fe
RC -1
80
g
staining, recovery difficult to measure due to
fractures, moderately weathered
14' Extent of Fe staining decreases slightly,
15
and color changes to gray (GLEY1 5/N)
15'-20' RC -2 same as RC -1 description, but
with less Fe staining, slightly moderately
weathered
RC -2
80
0
21,1
20'-25' RC -3 Intensely fractured (difficult to tell
natural vs mechanical)
20'-23' Moderately weathered
RC -3
94
16
23' Color transitioning to very dark gray (N5)
23'-25' Slightly weathered
25

BORING NUMBER GWA-24BR
440 5_ church street, Suite 900
Charlotte. 28200-2075 PAGE 2 OF 4
Phone: 704 -3a8 -670G
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CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Addltional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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MICA SCHIST, strong, white (8N), slightly
25'-33' Interspersed layers of chlorite schist,
decomposed, heavy Fe staining on fracture
dark greenish gray
subsurface, gneissic (in areas), garnetiferous,
25'-30' Intensely fractured, slightly weathered
(FRACTURED/WEATHERED ROCK) (continued)
RC -4
60
0
30
-
30'-35' Becomes fresh at 33'
?r-5
70
0
CHLORITE MICA SCHIST, strong, dark greenish
33'-40' Rock cores not boxed because of 8"
`
gray (GLEY-4/1-10GY), gneissic, intensely
samples;.
foliated, fresh (SOLID ROCK)
35
35'-36.8' No sample recovered
-
36.8' Installed 6" PVC casing
SCHISTOSE MICA GNEISS, greenish black
(5BG 2.5/1), very dark greenish gray (5BG 3/1),
36.8' Abundant fine grained biotite and
_
light bluish gray (5PB 7/1 and 8/1), white (7.5YR
muscovite with minor pyroxene and amphibole,
RC -6
100
72
8/2), alternating fine schistose and gneissic
gneissic bands consist of albite plagioclase
texture, intensely foliated, slightly to moderately
and quartz
weathered (PARTIALLY WEATHERED ROCK)
36.8'-50' Partially open fractures with Mn
40
staining at 36.8'-37.3' (5°-15° and 25°), and
39.8'-50' (30°-45°)
RC -7
18
7
45
RC -8
-
0
0
5Q

BORING NUMBER GWA-24BR
440 S. Church Street, Site 900
Charlotte, NC 2 82 02-2 07 5 PAGE 30F4
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Ener_qy Carolinas PROJECT NAME Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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SCHISTOSE MICA GNEISS, greenish black
50'-53.5' Partially open fractures with Mn
(5BG 2.5/1), very dark greenish gray (5BG 3/1),
staining, sparse Fe staining, and few thin
light bluish gray (5PB 7/1 and 8/1), white (7.5YR
calcite films at 50.1'(5'), 50.7'-50.8'(2 at 10°),
8/2), alternating fine schistose and gneissic
51.3' (15°), 51.5'-51.6'(2 at 25' and 5"), 52.2'
texture, intensely foliated, slightly to moderately
(5'), 52.8'-53.5' (4 at 10°,15',20', and 25')
weathered (SOUND ROCK)
53.8'-57.2' Partially open fractures with Mn
thin
staining, sparse and
55
cal itefil sat 53.8553.9'(2 at 10*g,
)
55.4'-55.7' (2 at 5°), 56'-56.1'(2 at 5% 56.6'
RC - 9
85
67
(10*), and 57.2' (5')
58.2' Fault with slickensides, 65'
_
Closed fractures with quartz mineralization at
58.2'-59.5', 65.3'(45'), 65.6'-65.8'(65-),
80
73.3'-74.4' (85"-90°), 74.5'(55-), 75'-75.2'
(60°), 79.5' (30"), 80.1'-80.2'(85-), 81.5'-81.6-
(85'-90*), and 82.3'-82.6'(60'-75')
_.
58.6'-70.1' Partially open fractures with Mn
staining, sparse Fe staining, and few thin
calcite films at 58.6' (10'). 59.6' (25% 60.9'
(15'), 64.4' (45°), 65.4' (15`), 66.2' (5% 67.3'
(5°), 67.9'-68.4'(3 at 25'), 69' (10'), and 70.1'
(30')
65
RC-
10
100
94
Til
73.2'-74.8' Partially open fractures with Mn
staining, sparse Fe staining, and few thin
calcite films at 73.2'-75.2' (4 at Y-10'), and
la
74.8'(5')

BORING NUMBER GWA-24BR
440 S. Church
Street,
Suite 900
Charlotte, NC 28202-2075
PAGE
4 OF 4
Phone: [phone]
FY
hdrinc.com/Follow-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280
PROJECT LOCATION Stokes County, NC
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75
SCHISTOSE MICA GNEISS, greenish black
75'-82.6' Closed fractures with quartz
�: •';
(5BG 2.5/1), very dark greenish gray (5BG 3/1),
mineralization at 75'-752(60'), 79.5'(30'),
a;'.'; •.:
RC -
100
94
light bluish gray (5PB 7/1 and 8/1), white (7.5YR
80.1'-80.2'(85'), 81.5'-81.6'(85--90-).
11
8/2), alternating fine schistose and gneissic
82.3'-82.6' (60°-75°)
Z
texture, intensely foliated, slightly to moderately
75.4'-86.2' Partially open fractures with Mn
•:=; •;-'•
W
weathered (SOUND ROCK) (continued)
staining, sparse Fe staining, and few thin
U
calcite films at 75.4'(10*), 76.2'(50') 78.2'
a •;
LU
(5°), 79' (5°), 80.5' (10'), 81.6' (5°), 82.1' (5°),Cn
Q.
82.8' (5°), 84.6-84.6'(15'), and 85.4'-86.2'
(15°-25°)
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RC -
12
78
66
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- •'
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Boring terminated at 86.5', screened interval
a•
0
13
100
87
set at 59'-69', monitoring well installed 9/15/16
'.', ,•: ;
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Bottom of borehole at 86.5 feet.
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BORING NUMBER GWA-24D
440 S. Church Street, Suite 900
Charlene, NC 28202-2075 PAGE 1 OF 1
IM)7zPhone: 704-338-6700
hdri nc. C0m14ollnw- uS
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/29/16 COMPLETED 3/30/16 GROUND ELEVATION 639.11 HOLE SIZE(S) 9, 4 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 930055.04 EASTING 1682694.04
DRILLING METHOD Sonic GROUND WATER LEVELS:
OGGED BY M. Pelletier CHECKED BY T DATEITIME 3/31/2016 8:30:00 AM 10.50 ft bgs
NOTES 1 DATE/TIME ---
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(CL) CLAY WITH SAND, red (2.5YR 5(6), moist,
Hole Size(s):
low-plasticity, cohesive, with fine sand and granite
9"0'-12'
cobbles u to 2" (FILL)
5" 12'-20'
0'-5' Hand augered to clear utilities
(SM) SILTY SAND, yellowish red (5YR 4/4),
moist, non-plastic, non-cohesive, with mica and
AU-1
60
weathered rock fragments
(SAPROLITE/WEATHERED ROCK)
5
Continued: yellowish brown (10YR 5/8)
SD-1
48
10
m
MICA SCHIST, strong, white (2.5Y 8/1),
10'-17' Slightly decomposed, abundant Fe and
SD-2
18
thinly/finely foliated, schistose
Mn staining on fracture surfaces
-
(WEATHERED/FRACTURED ROCK)
-
a
a
15
83
a•:
r'
a
_
a:
17'-20' Fe and Mn staining on fracture
MICA SCHIST, strong, gray (1\15), finely foliated
(SOUND ROCK)
surfaces
a
d
Boring Terminated at 20'
a, :: •;
RC - 2
75
Screened Interval Set at 13'-18'
20
Monitoring Well Installed on 3/30/16
Bottom of borehole at 20.0 feet.

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment l
Appendix B, Sample Photographs r
Photo 1 — GWA-2411): Sample HA -1 Depth: 0.0'- 1.0' Date: 03/29/16
Photo 2 — GWA-24D: Sample HA -1 Depth: 1.0'- 5.0' Date: 03/29/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs r F��
Photo 3 — GWA-24D: Sample SC -1 Depth: 5.0'- 9.0' Date: 03/29/16
Photo 4 — GWA-24D: Sample SC -2 Depth: 9.0'- 12.0' Date: 03/29/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r
Photo 5 — GWA-24D: RC Box 1 of 1 Depth: 12.0' - 20.0' Date: 03/29/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

440 S. Church Street, Suite 900
Charlotte, 28 75
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 269377
DATE STARTED 3/30/16 COMPLETED 3/30/16
DRILLING CONTRACTOR Cascade Drillino. L.P.
DRILLING METHOD Sonic
LOGGED BY M. Pahatior CHECKED BY ........
NOTES
�I
m
�1
DESCRIPTION
Refer to GWA-24D for lithology
BORING NUMBER GWA-24S
PAGE 1 OF 1
PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
GROUND ELEVATION 640.28 HOLE SIZE(S) 6 inches
NORTHING 930055.10 EASTING 1682688.14
GROUND WATER LEVELS:
DATEITIME 3/31/2016 8:30:00 AM --- Dry
DATE/TIME ---
Bottom of borehole at 10.0 feet.
REMARKS
Boring Terminated at 10'
Screened Interval Set at 5'-10'
Monitoring Well Installed on 3/30/16
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DESCRIPTION
Refer to GWA-24D for lithology
BORING NUMBER GWA-24S
PAGE 1 OF 1
PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
GROUND ELEVATION 640.28 HOLE SIZE(S) 6 inches
NORTHING 930055.10 EASTING 1682688.14
GROUND WATER LEVELS:
DATEITIME 3/31/2016 8:30:00 AM --- Dry
DATE/TIME ---
Bottom of borehole at 10.0 feet.
REMARKS
Boring Terminated at 10'
Screened Interval Set at 5'-10'
Monitoring Well Installed on 3/30/16
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BORING NUMBER GWA-25BR
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 5
Phone: [phone]
hdrine.com/follow-us
CLIENT Duke Energy Carolinas . _........ PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/22/16 _ COMPLETED 4/27/16 GROUND ELEVATION 852.48 HOLE SIZE(S) 9, 5, 3.75 inches_.._
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 922791.75 EASTING 1680990.97
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATEITIME --
NOTES DATEITIME ---
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DESCRIPTION
REMARKS
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0
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0
(CL) SANDY LEAN CLAY, red (10YR 4/6),
Hole Size(s):
non -plastic, moist, cohesive, micaceous, with
9"0'-57'
-
roots and organic matter (SOIL)
5"57'-100'
3.75" 100'-105'
0'-5' Hand augered to clear utilities
(SM) SILTY SAND, reddish yellow (5R 6/8),
AU -1
60
non -plastic, non -cohesive, moist, less mica than
above, with roots and organic matter
(SAPROLITE)
5
Begin drilling with 8" core barrel without water
Continued: colors including yellow (10YR 7/8) and
60
light red (2.5YR 6/8)
10
60
SD -2
15
60
SD -3
i
(SC) CLAYEY SAND, red (2.5YR 4/6),
non -plastic, moist, slightly cohesive, with traces of
i
mica (SAPROLITE)
20
60
�
i
l
i
SO -4
(CL) LEAN CLAY WITH SAND, red (2.5YR 4/6),
i
plastic, moist, cohesive, micaceous (SAPROLITE)
25

BORING NUMBER GWA 25BR
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 2 OF 5
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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25
(SC) CLAYEY SAND, red (2.5YR 4/6),
non -plastic, moist, slightly cohesive, with traces of
mica (SAPROLITE) (continued)
SD -5
36
(SM) SILTY SAND, reddish yellow (5R 6/8) and
yellow (10YR 7/8), non -plastic, non -cohesive,
Getting hard to drill
moist, with mica (SAPROLITE)
SD -6
24
30
Core is more cohesive and appears wetter
than above
(SM) SILTY SAND, reddish yellow (5YR 6/8) and
yellowish brown (10YR 5/8) and very pale brown
(10YR 7/3), wet, non -plastic, non -cohesive, with
:513 - 7
60
traces of mica, former rock textures visible core
sample (SAPROLITE)
35
_
Continued: colors including red (7.5R 5/6) and
reddish yellow (7.5R 7/6)
.SD -8
48'
i
39'-40' Difficulty retrieving the first core, driller
40
SD - 9
12
Continued: color mostly yellowish brown (10YR 5/8)
advances 9" drill casing using water to
advance to 40'
SD-
60
10
45
48
SD -
11
60

BORING NUMBER GWA 25BR
440 5. Church Slreat, Suite900
Charlotte, NC 28202-2075 PAGE 3 OF 5
Phare: 704-338-6700
hdrinc-comlfollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek. Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NG
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REMARKS
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50
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Continued: color mostly yellowish brown (10YR 5/8)
(continued)
MICA SCHIST, moderate, greenish gray (10Y Driller reports top of rock, starts drilling with
6/1), schistose, intensely foliated, slightly water
decomposed, slightly disintegrated, intensely
fractured with evidence Fe and Mn staining, minor
lenses of quartz -feldspar gneiss (PARTIALLY
SD-
48
WEATHERED ROCK)
12
55
IRC
MICA SCHIST with minor quartz feldspar gneiss,
as above, but strong, fresh, and with no evidence
of staining by Fe or Mn (SOUND ROCK) Driller set 6" PVC to 56', driller starts to core at
56'using 3"x5" system (OD = 0.40')
QUARTZ -FELDSPAR GNEISS, strong, greenish 56'-65' Falling head test, no take
gray (5GY 6/1), thinly banded, fresh, competent,
unfractured with few thin layers of mica schist,
- 1
67
trace pyrite on broken surfaces (SOUND ROCK)
60
_...
60'-65' Driller reports hard/soft drilling
RC -2
60
MICA SCHIST weak, black (N2), schistose,
laminated, slightly decomposed, slightly
disintegrated, unfractured, with trace pyrite on
broken surfaces (SOUND ROCK)
65
65'-70' Driller reports V of easy drilling,
RC -3
40
remainder hard drilling
QUARTZ -FELDSPAR GNEISS, strong, greenish Driller changes out drill bit to improve recovery
gray (5GY 6/1), thinly banded, fresh, competent,
unfractured with few thin layers of mica schist,
trace pyrite on broken surfaces (SOUND ROCK)
i
RC - 4
73
70
MICA SCHIST/QUARTZ-FELDSPAR GNEISS, 56'-70' Falling head test, 0.11 feet of change
sample is banded and appears to be in 15 minutes
appro)amately half quartz -feldspar gneiss and half
mica schist as described above (SOUND ROCK)
i
70'-75' Falling head test aborted, no take
i
i
r
IRC - 5
32
i
70'-80' Falling head test aborted, no take
75

BORING NUMBER GWA 25BR
440 S. Church Street, 81111e,1011
Charlotte, NC 28202-2075 PAGE 4 OF 5
Phone: [phone]
hdrinc.wmlfollow•us
CLIENT Duke EneMy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County NC
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REMARKS
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75
MICA SCHISTIQUARTZ-FELDSPAR GNEISS,
sample is banded and appears to be
approAmately half quartz -feldspar gneiss and half
Driller reports run drilled like previous run
mica schist as described above (SOUND ROCK)
RC -6
80
80'-90' Falling head test, 0.17 feet of change
in 15 minutes
RC -7
68
85
85'-100' Falling head test, 1.02 feet of change
in 15 minutes
RC -8
15
90
I -
RC -9
66
95
i
i
RC-
56
i
10
100

BORING NUMBER GWA-25BR
1419, Church 5tre01,
8ulte900
Charlotte, 28202-2075
PAGE 5 OF 5
-3
Phone: [phone]
hdrfnc.com4oIlow-us
CLIENT Duke Energy Carolinas
PROJECT NAME
Belews Creek Post -CSA Additional Assessment _
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC
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100
MICA SCHIST/QUARTZ-FELDSPAR GNEISS,
100'-105' Falling head test, 0.06 feet of
sample is banded and appears to be
change in 15 minutes
approximately half quartz -feldspar gneiss and half
0
mica schist as described above (SOUND ROCK)
g
RC -
64
m
11
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Bottom of borehole at 105.0 feet.
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN "�
Appendix B, Sample Photographs rJ
Photo 1 — GWA-25BR: Sample HA -1 Depth: 0.0'- 2.0' Date: 04/25/16
Photo 2 — GWA-25BR: Sample HA -1 Depth: 2.0'- 5.0' Date: 04/25/16
hdrinc.com 440 S Church Street. Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
BORENOL 7 j FXjpt,)r -)Tal)?}
bRi t MEM4.
. 8.rn Car+ ��rre�
Cn MM�N7c
Photo 3 - GWA-25BR: Sample SC -1 Depth: 5.0'- 10.0' Date: 04/25/16
- ■V'V -
DRI+ .t MET14: Care [ irrei
CaMM�:NT� ;
Photo 4 - GWA-25BR: Sample SC -2
rfti.�u•. w�
Depth: 10.0'- 15.0' Date: 04/25/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
Photo 5 — GWA-25BR: Sample SC -3 Depth: 15.0' - 20.0' Date: 04/25/16
T)Ae OFne.rg4: ,�Cfl�n
BOREHOLE : GWA-25BR
rxp1t : 20.0'- ZS o'
D?ii.l. MM. 8-iN Cor+isarre,
C. o MMINTS
.4A
Photo 6 — GWA-25BR: Sample SC -4 Depth: 20.0'- 25.0' Date: 04/25/16
hdrinc.com 440 S Church Street, Suites 900 $ 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment l
Appendix B, Sample Photographs r
Photo 7 — GWA-25BR: Sample SC -5 Depth: 25.0'- 28.0' Date: 04/25/16
Photo 8 — GWA-25BR: Sample SC -6 Depth: 28.0'- 30.0' Date: 04/25/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
_1W
Photo 9 — GWA-25BR: Sample SC -7
Depth: 30.0'- 35.0' Date: 04/25/16
',Y
puke Energijr&,.gas 74"fion
BOREHOLE ; (5iWA -2-5 Bi,
DEPTH ' : 35.0'— 3 4.0'
DRtt.t. MMU: 84% GeVEWMr
` CoMfiENTS
1 r77.sVS%
7
Photo 10 — GWA-25BR: Sample SC -8 Depth: 35.0'- 39.0'
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
*•.
Date: 04/25/16

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment l
Appendix B, Sample Photographs r
01
OWA -25BR
TI
l /
Photo 11 — GWA-25BR: Sample SC -10 Depth: 40.0'- 45.0' Date: 04/25/16
1
T e,
8o���at� : AWA -25BR
450'— JQ)-O'
pQI�.L MS -f+; 8 -in Soak,
��� CoMM�NTS
Photo 12 — GWA-25BR: Sample SC -11 Depth: 45.0'- 50.0' Date: 04/25/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B 1, Sample Photographs r
BGk6rr� GN�;�n"
,ung. &i�Swi•c
Photo 13 — GWA-25BR: Sample SC -12 Depth: 50.0'- 57.0'
d
Date: 4/25/16
Photo 14 — GWA-25BR: Box 1 of 3 Depth: 57.0'-75.0' Date: 04/25/16
hdrinc.com 440 S Church Street,,Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L�^�
Appendix B, Sample Photographs rr ''[[
r rSS—Pns� Csq RuH Tp P41 TtV KuM TP_&k- [
��W A`�.3�r� •G 754 tAA oo � � hY:-�i YGu 5sa "r$� �'• .
i,�j�
r;3- • T-7�°0 'c a Lam' 1,'�7
r I
Photo 15 — GWA-25BR: Box 2 of 3 Depth: 75.0'- 99.5' Date: 04/25/16IMMINIMMOMMEMMeng'
Morpri
RSCC -r-N , . '—r1 D-... Z__ v �L � -r? :_x V.. -r- — MI..0 V_ . - ,_.mak
Photo 15 - GWA-25BR: Box 3 of 3 Depth: 99.5'- 105.0' Date: 04/26/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA 26BR
440 S. Church Street, Suite 900
Charlotte. NC 28272-2075 PAGE 1 OF 5
Phone: [phone]
hdrinacomltollow-us
CLIENT ,.Duke Enemy Carolinas_ _ _. PROJECT NAME Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/27/16 COMPLETED 4/30/16 GROUND ELEVATION 851.864 HOLE SIZE(S) 9, 5 inehes
DRILLING CONTRACTOR Cascade Drilling:_L.P. NORTHING 922896.93 EASTING 1681027.49
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY DATE/TIME --
NOTES DATE/TIME --
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DESCRIPTION
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0
(SM) SILTY SAND, brownish yellow (10YR 6/6)
and reddish brown (2.5Yr 5/4), non-plastic,
non-cohesive, dry, with stones (up to 0.3 ft 4/27/16- Driller begins drilling new corehole
across), roots and organics (SOIL AND FILL) using 8" core barrel without water
RQD values are suspect because of intense
AU-1
60
mechanical disturbance of the rock core
(SW) WELL GRADED SAND, very pale brown
(10YR 7/4), non-plastic, non-cohesive, dry, trace
mica, abundant friable rock fragments (mica
schist?) with manganese stains (SAPROLITE)
5
SD_1
60
(SM) SILTY SAND, strong brown (7.5YR 5/6), Rock fragments become stronger with depth
non-plastic, non-cohesive, moist, with abundant
mica and black staining on friable fragments of
mica schist (SAPROLITE)
10
(SM) SILTY SAND, red (2.5YR 4/6), non-plastic,
non-cohesive, moist, with abundant mica and
black staining on friable fragments of mica schist
(SAPROLITE)
SD-2
60
15
i
(SM) SILTY SAND, as above, with color change
SID-1
42
to very pale brown (10YR 7/4) and rock fragments
of mica schist are moderate to strong
(SAPROLITE)
20
SD-4
54
- -
SD 5
24
25

BORING NUMBER GWA-26BR
4411'& Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 5
Phone: [phone]
,M)7Z
hdrinc.com/follow-us
CLIENT Duke Enema Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC _
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(SM) SILTY SAND, as above, with color change
to very pale brown (10YR 7/4) and rock fragments
of mica schist are moderate to strong
(SAPROLITE) (continued)
continued from 16.0 ft, but rock fragments (mica
SD -6
60
schist) are weathered and friable
30
SD -7
36
material grading to brown (7.5 YR 5/4) at bottom
SD -8
48
as above, but color change to variegated white
(10YR 8/1) and very pale brown (10YR 7/3) 37.0': First indication of wet samples
i
SD -9
36
i
(SM) SILTY SAND, variegated yellowish brown
40
(10YR 5/6) and very pale brown (10YR 8/3), with
silt and trace fine mica, mast to wet, non -plastic,
—
non -cohesive, some rock fragments are strong
but most are still friable (SAPROLITE)
SD-
60
!
10
i
43-44': Very Wet
i
45
45.0': Driller advancing 9" drill casing to keep
I
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hole open
t
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60
11
� 50

BORING NUMBER GWA 26BR
R40 S. Church Street, -04,111,1110
Charlotte, NC 28202-2075 PAGE 30F5
,M7ZPhone: 704-338-6700
hdrinc. cam/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC _
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(SM) SILTY SAND, very pale brown (10YR 8/3),
non-plastic, non-cohesive, moist, with abundant
mica. sample is composed of disintegrated and
weathered mica schist. Several large fragments
(up to 9 inches) of strong mica schist
SD-
60
(SAPROLITE and PARTIALLY WEATHERED
12
ROCK)
55
55': start to use water to advance 8" barrel
MICA SCHIST, moderate strength, gray (N6), on
fresh surface, strong brown (7.5 YR 4/6) to black
SD-
on weathered surfacelfractures stained by iron
13
and manganese, schistose, laminated, moderately
decomposed, moderately disintegrated,
moderately fractured with pyrite and weathered
garnets on broken surfaces (PARTIALLY
WEATHERED ROCK)
60
_
60': Stained coring with 9x8 system with
water. Easy drilling
' 65-.-
SD
i
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14
i
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70
MICA GNEISS, moderate to weak, light olive
!
brown (2.5YR 5/4), thinly foliated (WEATHERED
ROCK/FRACTURED ROCK) intermixed with QTZ
FELDSPAR GNEISS, strong bluish gray (10B
SD -
6/1), gneissic structure, thinly foliated (ROCK)
i
Due to photosonic sample process, relative
i 7
location of gneiss could not be identified

BORING NUMBER GWA-26BR
440 S. Church Sheet, Sutte 900
Charlotte, NC 28202-2075 PAGE 4 OF 5
Phone: [phone]
hdrinc.comKollow-us
CLIENT Duke Finemy Carolinas PROJECT NAME Belews Creek Post -CSA AddlUonal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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QUARTZ -FELDSPAR GNEISS, strong, bluish
Driller indicates large feature is present, losing
gray (10136/1) to light olive gray (5Y 6/2), thinly
a lot of water to formation (no falling head test
foliated with quartz and calcite veins (continued)
can be performed)
SID-
D -
16
16
80
_
Falling head test #1 conducted at -80-90'
Excellent flow into formation.
85
SD -
17
90
Falling head test #2 conducted at 90-100'. No
flow of water into formation.
95
SD -
18
100

BORING NUMBER GWA-26BR
440 S, Church Street. Suite 900
NC 28202-2075
PAGE 5 OF 5
FYZCharlotte,
Phone: [phone]
hdrine.com/follow-us
c omlfollow-us
CLIENT Duke Energy Carolinas
_ PROJECT NAME Belem Creek Post-CSA Additional_Assessm�l_.
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County,NC
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Falling head test #3 conducted at 100-110'.
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Bottom of borehole at 110 0 feet
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment i
Appendix B, Sample Photographs r
J
� r
ga��'��►° _►. �: GWA- � � Q�
rpr� : 0.0'-2 0'
DRILL 4v5e r
CoNLAIE:r'�1�. .
Photo 1 — GWA-26BR: Sample HA -1 Depth: 0.0'- 2.0' Date: 05/03/16
T>tLke-'Ene.r1y—Bele'-J; S-fafion
w BoRewc) e : GWA- 2fo BR �
Photo 2 — GWA-26BR: Sample HA -2 Depth: 3.0'- 5.0'
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
Date: 05/03/16

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs r
Photo 3 — GWA-26BR: Sample SC -1 Depth: 5.0'- 10.0' Date: 05/03/16
i •A
0-1
Photo 4 — GWA-26BR: Sample SC -2 Depth: 10.0' - 15.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L��
Appendix B, Sample Photographs r
Photo 5 — GWA-26BR: Sample SC -3 Depth: 15.0'- 18.5' Date: 05/03/16
Photo 6 — GWA-26BR: Sample SC -4 Depth: 18.5'- 25.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L��
Appendix B, Sample Photographs r
Photo 7 — GWA-26BR: Sample SC -6 Depth: 25.0' - 30.0' Date: 05/03/16
Photo 8 — GWA-26BR: Sample SC -7 Depth: 30.0'- 33.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs
&VEHOLIE - G WA - 2 G &Q.
I'A'PT)4 , 33,c)"- 3-7,0,
j)kIjCj, MRW. jg-jo Soo-'<- Co re-
(76MMES .
Photo 9 - GWA-26BR: Sample SC -8 Depth: 33.0'- 37.0'
XONW&L 'LMIqM160ML-ff' - a
F
Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
Roize r-irLE'
TXPTH
3-7o"— �o, o'
Ukiu-
Som;c. C
0,-eII
E-
COMMWrS .
Photo 10 - GWA-26BR: Sample SC -9 Depth: 37.0'- 40.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
4M"
!ty• _
w
BOREHOLE
DEPTH
40.0''_ J.o�
- '
BOREHOLE
�kl!,r.• W -TP :
8-jo So";c Gore .
4r5.D
"O TI--
Photo 11 — GWA-26BR: Sample SC -10 Depth: 40.0'- 45.0' Date: 05/03/16
Photo 12 — GWA-26BR: Sample SC -11 Depth: 45.0'— 50.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
- '
BOREHOLE
�VI�A, ZG
CPTH
4r5.D
"O TI--
Q•i•i Svn+c. Core ,
Photo 12 — GWA-26BR: Sample SC -11 Depth: 45.0'— 50.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
B, Sample Photographs
Photo 13 — GWA-26BR: Sample SC -12 Depth: 50.0'— 55.0' Date: 05/03/16
Photo 14 — GWA-26BR: Sample SC -13 Depth: 55.0'— 60.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
B, Sample Photographs
Photo 15 — GWA-26BR: Box 1 of 3 Depth: 71.0'-90.0' Date: 05/03/16
Photo 16 — GWA-26BR: Box 2 of 3 Depth: 90.0'-110.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
,UN &: 110 -
F,YrRv- ks �zv
Photo 17 — GWA-26BR: Box 3 of 3 Depth: 110.0' -120.0' Date: 05/03/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA-26D
44fl S. Church Street, Suite 900
Charlene. NC 28272-2075 PAGE 1 OF 3
Phone: [phone]
hdrinc. com/follow-us
CLIENT Duke Enerav Carolinas PROJECT NAME Bel ews Creek Post-CSA Addltional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/30/16 COMPLETED 5/2/16 GROUND ELEVATION 854.0 HOLE SIZE(S) _9_inches........
DRILLING CONTRACTOR Cascade Ddlling�L,P ____— NORTHING 922897.06 EASTING 1681015.70
DRILLING METHOD Sonic _...... GROUND WATER LEVELS:
LOGGED BY _ M_Pelletier CHECKED BY DATE/TIME --
NOTES DATE/TIME ---
z
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DESCRIPTION
REMARKS
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Refer to GVh1,A,-26BR for lithakogy
However, note that this boring drill very differently
than S boring (Taway) and the BR boring (14'
away). Weathered mica schist was present, off
and on from 10 ft depth. Tap of rock noted by
driller at 55'1 cut socket to 58' w[M 1' of fall back
will set PVC to 57'
5
10
15
20
25

BORING NUMBER GWX26D
440 S. Church Street, suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 3
Phnne:704-338-6700
hdrinc.eom/fatlow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post-CSA Additlonal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
C
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DESCRIPTION
REMARKS
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25
30
r
35
40
45
i
50

70
Bottom of borehole at 70.0 feet.
BORING NUMBER GWA-26D
440 S. Church Street, Suite 900
Charlotte,NC 28272-2775
PAGE 3 4F 3
Phase: 774-338-8700
IM)i
hdrinc.commollaw•us
CLIENT Duke Energy Carolinas
.... ....... PROJECT NAME Bel ews Creek Post -CSA Addltlond Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC
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70
Bottom of borehole at 70.0 feet.

440 S. Church Street, Suite 900
Charlotte, NC 28 75
Phone: [phone]fi700
hdrinc.com/faIlow-LAS
CLIENT Duke Energy Caro9nas
PROJECT NUMBER 269377 _.
DATE STARTED 4/30/16 COMPLETED 4/30/16
DRILLING CONTRACTOR Cascade Drillin L.P,
DRILLING METHOD Sonic
LOGGED BY M. Pelletier CHECKED BY
KIMFc
BORING NUMBER GWA-26S
PAGE 1 OF 3
PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
GROUND ELEVATION 852.87 HOLE SIZE(S) ..5.inches
NORTHING 922897 0 EASTING 1681021.60
GROUND WATER LEVELS:
DATE/TIME --
r%ATc/T1611C --
z
_
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a.
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DESCRIPTION
REMARKS
t
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Refer to GWA-26BR for I ithology
i
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is
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20
i
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25

BORING NUMBER GWA-26S
4411 S. Church Sheat, Suite 1100
Charlotte, NC 28202-2075 PAGE 2 OF 3
Phone: [phone]
hdrinc. comlfoilow-us
CLIENT Duke Energy Caro€inas PROJECT NAME Bel ews_Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
z
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REMARKS
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25
Refer to GWA-26BR for lithology (continued)
30
.f
35
40
i
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—
1-
1
1
1
1
45
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I
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44113, Church 911101, Suite 940
Charlotte, NC 2$202-2075
Phone: 704-33M700
hdrinc.com/tollaw-us
CLIENT DukeFinergyWolinas
PROJECT NUMBER 269377
DESCRIPTION
BORING NUMBER GWA-26S
PAGE 3 OF 3
PROJECT NAME Belews Creek Post -CSA Add€Ilona? Assessment _.
PROJECT LOCATION Stokes County, NC
REMARKS
z
OJ
t1
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Refer to GWA-26BR for lithology (continued)
Bottom of borehole at 51.0 feet.
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DESCRIPTION
BORING NUMBER GWA-26S
PAGE 3 OF 3
PROJECT NAME Belews Creek Post -CSA Add€Ilona? Assessment _.
PROJECT LOCATION Stokes County, NC
REMARKS
z
OJ
t1
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Refer to GWA-26BR for lithology (continued)
Bottom of borehole at 51.0 feet.

BORING NUMBER GWA-27BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 5
Phone: [phone]
h dri nc. com/fai low-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post-CSA Additionr3l Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC _..._
DATE STARTED 5/17/16 COMPLETED 5/21/16 GROUND ELEVATION 755.46 HOLE SIZE(S) 10, 4 Inches_ _ ..._
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928449.24 EASTING 1681368.02
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY C. Portela, D. Bishuk CHECKED BY -7 DATEITIME 5/24/2016 7:18:00 AM 25.20 ft
NOTES 1 DATE[TIME --
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Refer to GWA-27D for lithology 0'-45'
5
10
15
20
25

BORING NUMBER GWA-27BR
440 S. Church Slreel, Suite 900
NC 075 PAGE 2 OF 5
6700tte,
7704-3
hdrIPhone:
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County,_ NC
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40
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SILLIMANiTE MICA SCHIST, strong to very
strong, mottled very dark greenish gray (10G 311),
-
RC t
100
very dark brown (1OYR 312), dark yellowish brown
W 15 PVC casing installed
(10YR 316), weak red (5R 414), white (9.5N), and
ROD values estimated due to excess{ve
light bluish gray (51313 711, 811), intensely follated,
mechanical disturbance caused by drilling
slightly to moderately weathered (W EATHERED
method
ROCK)
45-50' Abundant hiotite and sillimanite; pyrope
garnet porphyroblasts are comrmm stretched
pebble augens of quartz and plagioclase are
rare
50

AAA C nMh 4Yr.r.-,1 CS,4 dnn
BORING NUMBER GWA-27BR
Charlotte, 28202-2075 PAGE 3 OF 5
-3
Phone: [phone]
hdrinc. corrtlfollow-us
CLIENT Duke Energy Carolinas mm PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
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SILLIMANITE MICA SCHIST, very strong, mottled
%'-67' Abundant biotite and sillimanite; pyrope
very dark gray (10YR 3/1), very dark brown (10YR
garnet porphyroblasts are common; stretched
3/2), dark yellowish brown (10YR 3/6), weak red
pebble augens of quartz and plagioclase are
(5R 4/4), white (9.5N), and light bluish gray (5PB
uncommon
RC -2
67
7/1, 8/1), intensely foliated, fresh (SOUND
ROCK)
55
RC -3
100
60
-
RC -4
80
ti
65
--
J
67'-77' Abundant biotite and sillimanite; pyrope
garnet porphyroblasts are common; stretched
-
pebble augens of quartz and plagioclase are
common
i []
RC - 5
90
72'-75' Two closed fractures with quartz
� mineralization, 800-850
75

nnn a r^r, ,rps% cireor c„ire ann
BORING NUMBER GWA-27BR
Charlotte, NC 28202-2075 PAGE 4 OF 5
IM)7zPhone: 104-338-6700
h dri nc, comlfol low -u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County,_ NC.... .......
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SILLIMANITE MICA SCHIST, very strong, mottled
very dark gray (10YR 3/1), very dark brown (10YR
3/2), dark yellowish brown (10YR 3/6), weak red
(5R 4/4), white (9.5N), and light bluish gray (5PB
7/1, 8/1), intensely foliated, fresh (SOUND
ROCK) (continued)
'77'-87' Abundant biotite and sillimanite; pyrope
garnet porphyroblasts are common; stretched
pebble augens of quartz and plagioclase are
uncommon
80
RC -6
81
.85
86'-96' Abundant blotite and sillimanite; pyrope
garnet porphyroblasts are common; stretched
pebble augens of quartz and plagioclase are
uncommon
86'-86.5' Fracture, 750, partially open, Mn
stained
90
RC -7
92
95
96'-101' Abundant biotite and sillimanite;
pyrope garnet porphyroblasts are common;
stretched pebble augens of quartz and
plagioclase are uncommon
98'-100' Two closed fractures with quartz
RC - 8
100
mineralization, 800-851
100

BORING NUMBER GWA-27BR
440 S, Church street,
Charlotte, NC 2$202-2075
Suite 910
PAGE
5 OF 5
Phone: [phone]
hdrinc. comlfollaw-us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes CountV, NC
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SILLIMANITE MICA SCHIST, very strong, mottled
very dark gray (10YR 3/1), very dark brown (10YR
3/2), dark yellowish brown (10YR 3/6), weak red
•101'-116' Abundant biotite and sillimanite;
(5R 4/4), white (9.5N), and light bluish gray (5PB
pyrope garnet porphyroblasts are common;
7/1, 8/1), intensely foliated, fresh (SOUND
stretched pebble augens of quartz and
ROCK) (continued)
plagioclase are uncommon
RC -9
100
105
RC-
108'-109 5' Fracture, 600, partially open, Mn
10
100
stained
110
111.5'-113 Three fractures, 701, 751, and 90°,
partially open, Mn stained, quartz
mineralization
RC -
11
100
115
Boring terminated at 116', screened interval
set at 108'-113', monitoring well installed
5/21/16
k.
Bottom of borehole at 116.0 feet.

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L��
Appendix B, Sample Photographs r
s•
' • '� ice,._.. �
E%k--g. y
t'oarl OP
)bRTE L.A
5oey [ G
Photo 1
- GWA-27BR: Box 1 of 7 -
Depth: 47.0'-
61.0' Date:
05/19/16
Photo 2 - GWA-27BR: Box 3 of 7 - Depth: 70.8'- 86.0' Date: 05/19/16
hdrinc.com 440 S Church Street. Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
B, Sample Photographs
Photo 3 — GWA-27BR: Box 4 of 7 - Depth: 81.6'— 91.8' Date: 05/20/16
7r v,.l-5rn7?0N _ ,, CASCO
-401
ff� f�I�Y.'rJF. ox (p of 7 -
Photo 4 — GWA-27BR: Box 5 of 7 - Depth: 91.8'- 103' Date: 05/20/16
hdrinc com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA-27D
440 S. ChurCh Street. 3ulte900
Charlotte, IVC 28202-2075 PAGE 1 OF 2
Phone: 704-33$-Li700
hdrinc.com/follow-us.
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post-CSAAddltlonal Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/14/16 COMPLETED 5/17/16 _ GROUND ELEVATION 755.73 HOLE SIZE(S) _iQ 4 inches:
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928441.99 EASTING 1681365.0
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY B. Doran, C. Portela_ CHECKED BY DATErrIME 5/24/2016 7:12:00 AM 9.90 ft
NOTES 1 DATE/TIME -•-
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(ML) SILTY SAND, red (2.5YR 4/8), moist,
0'-6' Fe staining throughout
non -plastic, non -cohesive, trace clay, micaceous,
with fragments of weathered rock (SAPROLITE)
SD -1
60
(SW -SM) SAND WITH SILT AND GRAVEL,
6' Scattered Fe staining
brown (10YR 4/3), moist, non -plastic,
non -cohesive, micaceous, with fragments of
weathered mica schist (SAPROLITE)
Continued: strong brown (7.5YR 4/6)
10
SD - 2
108
�
15
SD -3
36
Continued: brown (10YR 4/3)
Continued: dry
20
SD -4
84
24'-27' Recovered as pulverized rock and rock
25
fragments

BORING NUMBER GWA 27D
440S, Church Street, Suite 900
Charlotte, NO 2$202-2075 PAGE 2 OF 2
one:704-338-8700
Phone:
hdrinc.comlfol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NO
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MICA SCHIST, strong, very dark gray (10YR 3/1)
>_5'-29' Weathered and pulverized; Slight Fe
SD -5
36
and very pale brown (10YR 8/2), schistose,
staining throughout
porphyroblastic (WEATHERED ROCK)
(continued)
SD -6
24
29'-31' Intensely fractured, vuggy
QUARTZITE, strong to very strong, gray (5N),
30
massive, garnetiferous (WEATHERED ROCK)
SD -7
31'6" PVC casing installed, placed bentonite
chips in annulus from 29'-31'
MICA SCHIST, very dark gray (10YR 3/1), strong
RQD values not estimated and reported as
(WEATHERED ROCK)
zero due to excessive mechanical disturbance
caused by drilling method
31'-35' Fe stained
RC -1
38
35
_____• -
35'-40' Driller noted softer material and brown
return water, likely unconsolidated material
washed out during drilling
40
MICA SCHIST, very dark gray (10YR 3/1), strong
RG -2
31
(WEATHERED ROCK)
s —
'•
(SW -SM) SAND WITH SILT AND GRAVEL,
brown (10YR 4/3), moist, non -plastic, cohesive,
Boring terminated at 44.3', screened interval
micaceous, with rock fragments of mica gneiss
set at 38'-43', monitoring well installed 5/17/16
(SAPROLITE)
Bottom of borehole at 44.3 feet. pH measured at 6.5 prior to grouting of well

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix B, Sample Photographs FN
STacAM 5fl
acRrri� � � W9�a
DATE; 4
1
Photo 1 — GWA-27D: Sample SC -1 - Depth: 5' - Date: 05/14/16
---��t�W� 5'i�li�'� �VF'„'l�i•�
itrcav¢Qy; 1 3 3'
PArE, 5 igZ��
Photo 2 — GWA-27D: Sample SC -1 - Depth: 10' - Date: 05/14/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
."";fa+,t~IFW3 STEM STAT1C�i�,
Photo 3 — GWA-27D: Sample SC -1 - Depth: 14' - Date: 05/14/16
Photo 4 — GWA-27D: Sample SC -3 - Depth: 20' - Date: 05/14/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L�
Appendix B, Sample Photographs r
Photo 5 — GWA-27D: Sample SC -4 - Depth: 24-27' - Date: 05/14/16
—
Photo 6 — GWA-2711): Sample SC -5 - Depth: 27-29' - Date: 05/14/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, INC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1
Appendix B, Sample Photographs r 4
■
tiArK rylE�
44
Photo 7 — GWA-2711): Sample SC -6 - Depth: 29-31' - Date: 05/14/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

BORING NUMBER GWA-27S
440 S. Church Street, Suite 900
Charlotte. NG 28202-2075
PAGE 2 OF 2
Phone: [phone]
hdrirtc, Camlfflllgw- us
CLIENT Duke Energy Carolinas
_ PROJECT NAME Belews Creek Post-CSA Additional Assessment
PROJECT NUMBER 269377
PROJECT LOCATION Stokes County, NC
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Boring terminated at 27', screened interval set
a'
at T-22', monitoring well installed 5/16/16
�
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Bottom of borehole at 27.0 feet
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BORING NUMBER GWA-30D
S. Church Street, suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
F)7Z440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 8/13/16 COMPLETED 8/19/16 GROUND ELEVATION 7361t HOLE SIZE(S) 9, 3.8 inches _
DRILLING CONTRACTOR Cascade Drillin_a, L.P. NORTHING 929314 EASTING . 1681876
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY D. Bishuk CHECKED BY S. Abernathy T DATE/TIME 8/19/2016 10:40:00 AM 4.90 ft / Elev 731.10 ft
NOTES 1 DATE/TIME ---
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(CL) CLAY WITH SAND, reddish brown (5YR
4/3), moist, low plasticity, cohesive, some silt,
same v. fine to coarse sand, micaceous (S[JIL)
(SC) SAND WITH GRAVEL, mottled red (7.5R
4/8), pale brown (10YR 6/3), and black (10YR
SD - 1
60
2/1), dry, low plasticity, cohesive, some silt, some
v. fine to coarse sand, little fine to med. gravel,
micaceous, abundant mica schist clasts (SOIL)
5
(GP -GM) GRAVEL WITH SILT AND SAND,
mottled brown (10YR 4/3 and 5/3), dark brown
(10YR 3/3), very dark brown (10YR 2/2), and red
SD -2
60
(2.5YR 5/8), dry, non -plastic, cohesive, some v.
fine to coarse sand, little silt, micaceous,
abundant mica schist clasts (SAPROLITE)
10
(SC) CLAYEY SAND, mottled grayish brown
SD - 3
60
(2.5Y 5/2), gray (2.5Y 6/1), olive brown (2.5Y
4/4), and reddish yellow (7.5YR 7/8), wet, low
plasticity, cohesive, some day, some silt,
-
micaceous, abundant mica schist clasts
(SAPROLrrE
(GP -GM) GRAVEL WITH SILT AND SAND,
mottled brown (10Y 4/3 and 5/3), dark brown
15
_
(10YR 3/3), very dark brown (10YR 2.2), and red
(2.5YR 5/8), wet, non -plastic, cohesive, some v.
fine to coarse sand, little silt, micaceous,
abundant mica schist clasts (SAPROLITE)
SD -4
60
(SM) SILTY SAND WITH GRAVEL, olive brown
(2.5Y 4/4), light yellowish brown (2.5Y 6/4), and
black (2.5Y 2.5/1), wet, non -plastic, cohesive,
some silt, little fine to coarse gravel, micaceous,
20
abundant mica schist clasts (SAPROLITE)
(GP -GM) GRAVEL WITH SILT AND SAND,
60
mottle light gray (2.5Y 7/1), gray (2.5Y 5/1 and
6/1), dark gray (2.5Y 4/1), olive yellow (2.5Y 6/6),
and olive brown (2.5Y 4/4), wet, non -plastic,
cohesive, some silt, little clay, little v. fine to fine
sand, abundant large mica schist clasts
25

BORING NUMBER GWA-30D
440 S. Church Street, Site 900
Charlotte, NC 28202-2075 PAGE 2 OF 2
Phone: [phone]
,M)7Z
hdrinc.com/follow-us
CLIENT Duke EneWy_Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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27'-29' Abundant muscovite in tightly
MICA SCHIST, bluish gray (5PB 5/1 and 6/1),
SD -6
60
dark bluish gray (5B 4/1), light bluish gray (5PB
crenulated pods and lenses, almandine garnet
7/1 and 8/1), yellowish brown (10YR 5/6), reddish
poryphyroblasts present; Unfractured
yellow (5YR 6/8 and 7/8), gray (2.5Y 6/1), and
pale orange yellow (10YR 7/2), schistose,
yellow (1
Intensely foliated, madetaleiy weathered
29'-35' Partially open to closed fractures
30
[PARTIALLY f20CK
throughout, calcite mineralization with some
e 30'5' crystals present
0'-45' l Sample too mechanically broken by
SCHISTOSE MICA GNEISS, gray (2.5Y 6/1),
yellow (2.5Y 8/8), pale yellow (2.5Y 8.5/2), and
drilling method to determine meaningful RQD,
white (N8 and N9), fine grained schistose and
reported as 0
gneissic texture, intensely foliated, moderately
30.5'-35' Partially open fractures with Fe and
weathered
Mn staining and thin film of calcite at
30.5'-30.8' (90°), 31.2'-31.4'(25-), 33'-33.1' (2
at 20°), 333-34'(2 at 65° and 90°), 34.3'-35'
(2 at 90°)
35
RG -1
86
0
35'-45' Abundant muscovite in tightly
MICA SCHIST, bluish gray (5PB 5/1 and 6/1),
dark bluish gray (5PB 4/1), and light bluish gray
crenulated pods and lenses, almandine gamet
(5PB 7/1 and 8/1), schistose, intensely foliated,
poryphyroblasts present
moderately weathered
Partially open fractures with Fe and Mn
staining and thin film of calcite at 35.5'-36.1'
(90°), 39.4'-39.9'(90'), 40.1'-42'(2 at 90'),
41.7'-41.9' (2 at 90°), 43' (25°), 43.5'-44' (2 at
25°)
40
i
Rc - 2
90
0
i
Boring terminated at 45', screened interval set
i
at 33'-38', monitoring well installed 8/19/16
4
Bottom of borehole at 45.0 feet.
i
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A40 S Chi irrh Street Suite Qnn
BORING NUMBER GWA-30S
Charlotte, 28202-2075 PAGE 1 OF 2
111111111) Phone: [phone]
hdrinc".com/follow-us'
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 8/18/16 COMPLETED 8/18/16 _ GROUND ELEVATION 736.1 ft HOLE SIZE(S) 6 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. -- NORTHING 929314 EASTING 1681881
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY _ D. Bishuk CHECKED BY S. Abernathy T DATE/TIME 8/19/2016 9:15:00 AM 17.32 ft / Elev 718.78 ft
NOTES 1 DATE/TIME --
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See GWA-30D for lithology
5
10
15
20
25

BORING NUMBER GWA-30S
PAGE 2 OF 2
PROJECT NAME Be#ews Creek -Post CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
F)
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas
PROJECT NUMBER 10052280 _
BORING NUMBER GWA-30S
PAGE 2 OF 2
PROJECT NAME Be#ews Creek -Post CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
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See GWA-30D for lithology (continued)
Boring terminated at 26', screened interval set.
'.
at 10'-25', monitoring well installed 8/18/16
• -:
Bottom of borehole at 26.0 feet.
WE
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BORING NUMBER GWA-31 D
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 3
,M)7 Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 8/4/16 COMPLETED 8/11/16 GROUND ELEVATION 712.8 ft HOLE SIZES) 9, 4.5 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928597 EASTING 1680518
DRILLING METHOD _Sonic GROUND WATER LEVELS:
LOGGED BY D. Bishuk CHECKED BY S. Abernathy DATEITIME 8/12/2016 4:23:00 PM 4.19 ft / Elev109.61 ft
NOTES T_ DATE/TIME --
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o_0
U
QO
Uz
W
W
0
rn Z
Of
(ML) GRAVELLY SILT, mottled red (2.5YR 5/8),
0'-4.5' Abundant muscovite grains; Quartzite
yellowish red (5YR 5/8), reddish yellow (7.5YR
and schist clasts are common
7/8), and brownish yellow (10YR 6/6), moist,
non -plastic, cohesive, massive, some v. fine to
coarse sand, little fine to medium gravel, little clay,
micaceous (SOIL)
4.5'-12' Abundant muscovite grains; Few
(CL) CLAY WITH SAND, red (2.5YR 5/8), moist,
-
SD -1
gg
low plasticity, cohesive, massive, some v. fine to
quartz and garnet grains; Schist clasts present
coarse sand, some silt, few fine gravel, micaceous
(SOIL)
10
12'-13' Abundant muscovite, quartz, and
(SM) SILTY SAND WITH GRAVEL, mottled light
yellowish brown (10YR 6/4) and brownish yellow
plagioclase grains; Schist clasts are common
(10YR 6/6 and 6/8), moist, non -plastic, cohesive
13'-17' Abundant muscovite grains
masslva, some silt, little fine gravel (SOIL)
(ML) SILT WITH SAND, mottled grayish brown
(2.5Y 5/2), dark grayish brown (2.5Y 4/2), and
15
SD -2
120
yellowish brown (10YR 5/4), wet, non -plastic,
cohesive, some v. fine to coarse sand (SOIL)
17'-27' Abundant muscovite, quartz,
(CL) SANDY CLAY WITH GRAVEL, mottled
brown (10YR 4/3 and 3/3), dark yellowish brown
plagioclase, and garnet grains; Abundant
(10YR 4/4 and 4/6), and dark brown (10YR 3/3),
schist clasts; Relict foliation throughout
wet, non-uniform, low plasticity, cohesive, some v.
fine to coarse sand, little fine to medium gravel
(SAPROLITE)
20
25

BORING NUMBER GWA-31 D
440 S. Church Street, Suite 900
PAGE 2 OF 3
Charlotte, NC 28202-2075
Phone: [phone]
I=)
hdri nc. com/follow-us
CLIENT Duke Enegly Carolinas __....__ PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes Cqunty, NO
5-, Z
C_
0
0
a
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0
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��
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Y of
j
C7
DESCRIPTION REMARKS
z3
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a0
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2
CY-
25
102
27'-32' Abundant muscovite, quartz, and
(SP-SM) SAND WITH SILT AND GRAVEL,
mottled light yellowish brown (2.5Y 6/4) and light
plagioclase grains; Abundant schist clasts,
olive brown (2.5Y 5/4), wet, non-plastic,
relict foliation present throughout
non-cohesive, some fine to medium gravel, little
-
silt (SAPROLITE)
30
32'-36' Abundant muscovite, quartz, and
(CL) SANDY CLAY, mottled light ollve brown
(2.5Y 5)4) and olive brown (2.5Y 414), wet, low
plagioclase grains; Abundant schist clasts,
plasticity, cohesive, some v. fine to coarse sand,
relict foliation present throughout
some silt, trace fine gravel (SAPROLITE)
35
SD-4
120
36'-48' Abundant muscovite grains and schist
(SC) CLAYEY SAND WITH GRAVEL, alternating
bands of light yellowish brown (10YR 6/4), dark
clasts; Relict foliation present throughout
grayish brown (10YR 4/2), and strong brown
(7.5YR 5/8), wet, low plasticity, cohesive, some
clay, little silt, little fine to coarse gravel
(SAPROLITE)
40
120
i
i
i
i
i
45
SD-5
i_
i
48'-68' Muscovite is intensely crenulated into
pods and lenses; Pyrope garnet porphyroblasts
are common; Quartz is present along some
foliation planes
Q,.

BORING NUMBER GWA-31 D
440 S. Church Street,
Site 901
Charlotte, NC 28202-2075
PAGE 3 OF 3
Phone: [phone]
hdrinc.com/follow-us
CLIENT _ Duke Energy Carolinas
_ PROJECT NAME
Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280
PROJECT LOCATION Stokes County, NC
'wz
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0
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cnw
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O D Q
}
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j
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Cl
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DESCRIPTION
REMARKS
z
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Lu
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50
MICA SCHIST, strong to very strong, bluish gray
(5PB 6/1), light bluish gray (56 7/1 and 6/1), white
(N9.5 and N8.5), and dark bluish gray (5B 8/1),
schistose, intensely foliated, slightly weathered
(PARTIALLY WEATHERED ROCK) (continued)
SD -6
96
54'-58' Partially open fractures with Mn
55
staining at 54'-54.5' (40°), 56'-56.5' (2 at 25'),
57'-57.5' (30°), and 57'-58' (2 at 45')
58'-66' Partially open fractures with Mn
staining at 63.5'-64' (90°), 65'-65.5' (2 at 30"),
and 65.5'(65')
80
61'-68' Borehole collapsed
RC -1
79
0
65
66'-68' No fractures observed
Boring terminated at 68', screened interval set
RC - 2
100
1
at 55'-60', monitoring well installed 8/11/16
Bottom of borehole at 68.0 feet.

.. _ _....... I ........ ... .......
BORING NUMBER GWA-31 S
440 S. Church Street, Site 900
NC 28202-2075 PAGE 1 OF 1
IM)7zCharlotte,
Phone: [phone]
. hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 8/11/16 COMPLETED 8/11116 _ GROUND ELEVATION 712.2 ft HOLE SIZE(S) 9 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928600 EASTING .1680524
DRILLING METHOD Sonic ........... GROUND WATER LEVELS:
LOGGED BY D. Bishuk CHECKED BY S. Abernathy DATE/TIME --
NOTES DATE/TIME --
W�
o
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0
_
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m lL
�I-p
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CL iF
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D j
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DESCRIPTION
REMARKS
z3
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of
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QO
Uz
w
w
O
�z
0
See GWA-31 D for lithology
7�
5
10
15
20
Boring terminated at 21', screened interval set
r: • '.:
at 5'-20', monitoring well installed 8/11/16
�.
Bottom of borehole at 21.0 feet.

BORING NUMBER GWA-32D
440 S. Church Street, Site 900
Charlotte, 28202-2075 PAGE 1 OF 4
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy CarolinasPROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 8/22/16 COMPLETED 8/22/16 GROUND ELEVATION 704.4 ft HOLE SIZE(S) 9, 6_inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 929272 EASTING 1683702
DRILLING METHOD Sonic ............. GROUND WATER LEVELS:
LOGGED BY J. Pendleton CHECKED BY C. Marchin 7 - DATE/TIME 8/25/2016 7:45:00 AM 26.10 ft / Elev 678.30 ft
NOTES 1 DATE/TIME --
W j
c
o
0
HW
�FD
}
J�
`l of
U
z
w2
0
Z J
U
Y
DESCRIPTION
REMARKS
° W
a
m o j
Q
o
U
o3
gU
UZ
UZ
w
W
O
0
U)
0
(ML) SILT WITH SAND, medium, yellowish red
IN
(5YR 5/6), moist, non -plastic, non -cohesive
(SOIL)
(ML) SILT, stiff, grayish brown (10YR 5/2), moist
non -plastic, non -cohesive (SOIL)
5
SD -1
82
5'-10' Presence of mica in soils throughout
SCA (5-10')
1D
_
---------------------
(CL) LEAN CLAY, soft, reddish brown (5YR 4/4)
moist, medium to high plasticity, cohesive (SOIL)
(ML) SILT AND SAND, stiff, light olive brown — —
14' Fine grain, lamination with
15
SD - 2
120
(2.5YR 6/4) and red (2.5YR 4/6), moist,
non -plastic, non -cohesive (SOIL)
angular/subangular pebbles
20
(ML) SILT, medium, yellowish brown (10YR 4/1),^
20' Micaceous material with lamination and
moist, non -plastic, non -cohesive (SAPROLITE)
structural banding
25

--------------
BORING NUMBER GWA-32D
4411 S, Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 4
Phone: [phone]
h drin c. comif oli ow- us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
W z
o
c
o
c
X
EL
of
W
I of
U) w
�:zD
0 p Q
}
��
D j
r
Y�
0>
p
C7
DESCRIPTION
REMARKS
cD
z
ire
° W
p
o -U
m0
n O
p
U
z3
:E
U Z
w
W
O
< ZO
W
L
25
-12
(ML) SILT, medium, yellowish brown (10YR 4/1),
25' Laminae structure including small % mica
moist, non -plastic, non -cohesive (SAPROLITE)
(continued)
-
—
(ML) SILT WITH SAND, yellowish brown (10YR
27' Laminae structure, increase % mica with
5/4), moist, non -plastic, non -cohesive
fine grained sand
(SAPROLITE)
30
(SP -SM) SAND WITH SILT, dense, dark grayish
30' Driller indicates he contacted water
brown (10YR 4/2), wet, non -plastic, non -cohesive
30'-35' Poor recovery from 30'-35', very coarse
sands, poorly sorted, subrounded
35
SD -4
74
--- —
(ML) SILT, dense, yellowish brown (10YR 5/4)
35' Laminae structure returns with mica
and dark gray (10YR 4/1), moist, non -plastic,
non -cohesive (SAPROLITE)
(ML) SANDY SILT WITH GRAVEL, very stiff,
38' Sand, fine to coarse grained, angular to
yellowish brown (10YR 5/4) and grayish brown
subangular, subrounded
(10YR 5/2), moist, non -plastic, non -cohesive
(SAPROLITE)
40
120
45
SD -5
50

BORING NUMBER GWA-32D
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 3 OF 4
Phone: [phone]
F)M�
h drinc. comlf of low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment _
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
W Z
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�of
W
U) w
�z J
��
r
o
��
a 0
m
n a
C)LUC�
o
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DESCRIPTION
REMARKS
z
Lu
o
QO
Uz
w
w
O
50
(ML) SANDY SILT WITH GRAVEL, very stiff,
yellowish brown (10YR 5/4) and grayish brown
(10YR 5/2), moist, non -plastic, non -cohesive
(SAPROLITE) (continued)
SD -6
48
—(ML) SILT WITH GRAVEL, stiff, gray (10YR 5/1)
54' Percent gravel increasing with depth
55
SD -7
72
moist, non -plastic, non -cohesive (SAPROLITE)
(drilling much harder)
--
(ML) SILT, hard, yellow (10YR 7/6), dry,
64
non -plastic, non -cohesive (SAPROLITE)—
(SW-SM) WELL SAND WITH SILT, very dense,
dark gray (10YR 4/1), moist, non -plastic,
non -cohesive (WEATHERED ROCK)
SD - 8
78
63'-64' Transition zone from weathered rock to
top of bedrock (63-64')
MICA SCHIST, moderate, bluish gray (GLEY1
S5
5/5G-1), schistose, (medium foliation), (SOUND
ROCK)
66.5' Thin to medium foliation bands, mica fine
to coarse grained with pyrite mineralization
casing set at 66.5'
RC -1
100
0
ifl
70' Structural banding (fine to medium) with
mica (fine to coarse grained)
75

440 5. Church Street, Suite 900
Charlotte, NE 28202-2075
Phone! 704-33 8.67 6700 00
hdri nc. conn/►allow- u s
CLIENT Duke Energy Carolinas
PROJECT NUMBER 10052280
BORING NUMBER GWA-32D
PAGE 4 OF 4
PROJECT NAME Belews Creek - Post CSA Additional. Assessment
PROJECT LOCATION Stokes County, NC
Boring terminated at 81', screened interval set
at 74'-79', monitoring well installed 8/22/16
Bottom of borehole at 81.0 feet.
az
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DESCRIPTION
REMARKS
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75
MICA SCHIST, moderate, bluish gray (GLEY1
5/5G-1), schistose, (medium foliation), (SOUND
T
RC -2
53
0
ROCK) (continued)
Boring terminated at 81', screened interval set
at 74'-79', monitoring well installed 8/22/16
Bottom of borehole at 81.0 feet.

4411 S. Church Street, $Uite 900 BORING NUMBER GWA-32S
F) Charlotte, NC 28700 075 PAGE 1 OF 2
Phone: [phone]ia
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION .Stokes County, NC
DATE STARTED 8124116 COMPLETED 8/24/16 GROUND ELEVATION 705.3 ft HOLE SIZE(S) 6 inches
DRILLING CONTRACTOR Cascade Drilling, L.P... NORTHING 929272 EASTING 1683688
DRILLING METHOD Sonic GROUND WATER LEVELS:
LOGGED BY J. Pendietan CHECKED BY C. Marchin DATE/TIME ---
NOTES DATE/TIME --
W Z C o c
2 I—w Cf OCJ
wJ 0 O� Q n� 0 j Y DESCRIPTION REMARKS z3
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p 0Z O of0 U 0
:E C)
UZ
0
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a'
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° 5
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9
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0 -
CL
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BORING NUMBER GWA-32S
PAGE 2OF2
PROJECT NAME .Belews Creek -Post CSA Additional Assessment —
PROJECT LOCATION Stokes County, NO
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
o
Phone: [phone]
hd rinc. comlfoll ow -u s
CLIENT Duke Energy Carolinas _
PROJECT NUMBER 10052280
BORING NUMBER GWA-32S
PAGE 2OF2
PROJECT NAME .Belews Creek -Post CSA Additional Assessment —
PROJECT LOCATION Stokes County, NO
Bottom of borehole at 31.0 feet.
0
0
0
Boring terminated at 31', screened interval set
at 14'-29', monitoring well installed 8124116 '•
w z
c
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0
�wCy
H�
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Yof
Cy
rc-j
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O Q
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DESCRIPTION REMARKS
°W
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(L
mU�
no
D O
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2�
0
UZ
La
Lu
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25
See GWA-32D for lithology (continued)
Bottom of borehole at 31.0 feet.
0
0
0
Boring terminated at 31', screened interval set
at 14'-29', monitoring well installed 8124116 '•

PROJECT: Belews Creek
WELL / BORING NO: GWASB-12
PROJECT NO: 1026.20
STARTED:
7/26/17
COMPLETED:
7/26/17
DRILLING COMPANY: Geologic Exploration
NORTHING:
922340.48
EASTING:
1683347.65
DRILLING METHOD: GeoProbe
G.S. ELEV:
ft
M.P. ELEV:
NA ft
BOREHOLE DIAMETER: 31N
DEPTH TO WATER: ft TOC
TOTAL DEPTH:
30.0 ft BGS
NOTES:
LOGGED BY:
A. Albert
CHECKED BY:
A. Leflt2
W
in
p=
WELL
CONSTRUCTION
ii�
w-
DESCRIPTION
Q
a s
O
Im
O
U7e-11§001
Stiff, dark brown organic matter and light brown silty
CL
sandy clay, slightly cohesive.
0
Stiff, dark red brown organic matter, silty clay
CL transitioning to light tan, fine sand, mottling sand and
clay.
Fine sand mottled with red orange clay and dark brown
5C organic matter, unconsolidated material with little
cohesion.
15
Fine sand mottled with red orange clay and dark brown
SC organic matter, unconsolidated mater.al with lime
I cohesion.
20
Increase in white tan fine sand. Bottom foot dark brown
sandy silt with layer of coarse-grained sand. Mica,
SM quartz ends with orange silty clay, slight consolidation.
Thick layers of white, fine sand towards bottom foot of
run with quartz and mica grains.
25
Increase in white tan fine sand. Bottom foot dark brown
sandy silt with layer of coarse-grained sand. Mica,
SM quartz ends with orange silty clay, slight consolidation.
Thick layers of white, fine sand towards bottom foot of
run with quartz and mica grains.
30
a
v
a
31 45
a
Y
W
W
ccU
Coordinates obtained with hand held GPS unit.
w i
L) SynTerra
0 148 River Street, Suite 220
CLIENT: Duke Energy Carolinas, LLC
PROJECT LOCATION: Belews Creek, NC
❑ Greenville, South Carolina 29601
0
SynTer� Phone: [phone] PAGE 1 OF 1
J

N. C. Department ci Human Resources
Division of Health Setveccs
WELL COMPLETION RECORD
%APLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED. AND RETURN FORMTO THE
'ARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAN
.. J. BOX 2091. RALEIGH. N.C. 27602
NAME OF SITE PERMIT NO.:
lt�" - o -:3
ADDRESS: OWNER (print):
d�O. •3� s'$`7, �/�!� C��€� ,J� z�sz -�i�� Polite co ,
DRILL[NC CONTRACTOR: REGISTRATION NO»
�y E �'S'Ak e CO 'rFe l
C4sir8 TYPG
Casino DePrh:
���` RIC ,
from _C� to 33 ;, r ft. - c6.
Z'' in.
"
-� � in.
Grout T7rptit:
Bentonite Seal:
horn to T ft - dia.
from to 3l . I
LL
Screen T
Type:
Screen Depth:
�Q� ? riC?{, ., e�C f� �
(. dia.
from I to 4.3 ft. dia.
7_ in.
Z "
Sand/Gravel PIC:
from /_/ to 44.5 fL : dia.
&
•
is
Total Well Dcp&-
from 0 ro 44•'5 fc. - dia.
Stacic Water Level-
feet from top of cuing
Daae Measured /
Yield (Qpm): Method of TesdW.
Casing2 � --_.. feet above land st

r
A$
•
Form 256301R3.871
FORM M -26C REVISION 2
DUKE POWER COMPANY PAGE��OF_L
CONSTRUCTION DEPARTMENT
PROJECT S ,�
SOIL TEST BORING. FIELD REPORT
JOB N�,A STARTING TIME ' -j
GROUND S[J ACE ELEV.
JOB NAME- - �+�!r C /LL / �f �� HRS. DRILLING 2L11,111S. MOVING 11-114
DATE WEATHER %^ INSPECTOR -7;0- 'A./BORING No.�--1
SAMPLING
SCALE UD SOIL CLASSIFICATION AND REMARKS
:sr sos 0
3 . — ►-5 i( SIG
5
g — E v /A:
1.0 1.0 A
C� CG>g .•tfr� u
5
AMEN
mmm 27 worm 0
pi =_wM
■-___
0
--_
Sir — .ir
rld
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METHOD OF ADVANCING BORING DEPTH
_ q POWER AUGER O TOS
rq —TO
_TO
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250

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Form 25630 IR3.871
FORM M -26C I REVISION 2
DUKE POWER COMPANY PAGE QF
CONSTRUCTION DEPARTMENT
PROJECT 23�s s Cc�1G�
SOIL TEST BORING -FIELD REPORT
JOB NO. Al STARTING TIME—_
GROUND SU jF�ACE ELEV.
JOB NAME HRS. DRILLING HRS. MOVING
DATE �'9 WEATHER --66--L— INSPECTOR- -Z:;- ..l,��� �
80RING NO.—,='�L—
SAMPLING
1SY a[•• I "in c••I "LE UD SOIL CLASSIFICATION AND REMARKS
ton c•• SCALE..
-
5-
0
BORING TERMINATED
METHOD OF ADVANCING BORING
DEPTH
BORING
•
DEP _
WATER TOBOB QEPTII �•� - G
POWER AUGER
O TOlLf,
WATER 24 HR: DEPTH
TO --
WATER LOSSES L`i _
F1 G�FARY OR
—TO --
_ ._�:
CASING SIIELENGTH e1no
_ —
—TO —

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N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
APLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
.PARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAT
P. O. BOX 2091, RALEIGH. N.C. 27602
NAME OF SITE: PERMIT NO.:
ADDRESS: _ OVINER (per).
,�0.0. 7�zY 5�77, `r/ /� Coy .Jc �v5z �a .�'�w e coo .
DRILLIAIG C70NTRACTOR: REGISTRATION NO.:
--v!/.4E I-A&l45<0 Ccs . <: ''/
Caste Type Z41 _"ZiGoc- &—dia. 0 in. Grout Depth: from C2 to 3z ' fr. - dia.
Casing Depth: from 92 to 67.9 fr. - dia. —_ in- Bentonite Seal: froth3? -� to 35 `� ft. • dia. , T
Screen Type: -5LDT •pra ==!41c dia. 0 in- Sand/Gravel PK: froth 35•c1 to 56--- ft. -dia. c,.2
Screen Depth: from 3'F ? to ¢7.9 ft. - dix. _Z__ in. Total Well Depth: from E_ to S07•6 ft. - dia.
Static Water Level: 43 - Z feet from top of casing Date Measured '9 /
Yield (Spm): rr— Method of Teeing: A-1 Casing is / feet above land s
1
DRILLING LOG
DEPTH
rROM TO FORMATION DESCRUMON
M W -')
LOCATION SKETCH
(show distance to numbered roads, or ocher map reference p
R FMARKS: �Q i✓if,10 ami ' r L • r c
DATE: �� x �� SIGNATURE:

(40
AV
Form 25630 163.871
FORM M -26C REVISION 2
DEUCE POWER COMPANY PAGOF �
CONSTRUCTION DEPARTMENT
PROJECT
SOIL TEST BORING_ FIELD REPORT
JOB NO. N STARTING TIME
JOB NAME FAu GROUND SLJR ACE ELEV.
IS -FIRS. DRILLING , /_,
DATE �� �' � HRS. MOVING
WEATHER. INSPECTOR �C a-•--�- BORING NO•� lw '-
iEiF--
NG
SCALE UD SOIL CLASSIFICATION AND REMARKS
6.. 0
Gd
r�
5I
Mt.f
BORING TERMINATED _ L� a METHOD OF ADVANCING BORING #7EPTH
BORING REFUSAL p412
• WATER TOB DEPTH •6. v- POWER AUGER p TOSD ,�
WATER 24 HR: DEPTH _4 _ —TO —
WATER LOSSES R•- TO —
CASING SIZE LENGTH BIAMOND —TO —
W
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Form 25630 IR3$71 FORM M -26C EP
ISION 2
DUKE POWER COMPANY G�_OF Z
CONSTRUCTION DEPARTMENT
PROJECT_
/ SOIL TEST BORINQ FIELD REPORT
h�
STARTING TIME _./� �•
J08 NO. GROUND SUR CE ELEV.
JOB NAME -� y � ,�+1i�. r /CG �/- � HRS. GRILLING HRS. MOVING � >¢
DATE r7 WEATHER _
SAMPLING INSPECTOR
BORING NO. e `
SCALE UD SOIL CLASSIFICATION AND REMARKS
5
0-
-RJR
BORING TERMINATED 0" c ' METHOD OF ADVANCING BORING DEPTH
• BORING REFIJS a POWER AUGER
WATER TOO TOit .!5
B DEPTH -4'9. � -moi 4:30 .,W .
WATER 24 HR: DEPTH -b -4 8�i m,b'MbB `-TO—
WATER LOSSES TO -
CASING SIZE LENGTH dz� DIAMOND GOPE -TO --
W
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H
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00
iz
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7
oS
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max POim CQG m.
:, :. r•, ,-a .•
K0. / - Z Station
By
afftet .r
Date� // -177
To ScA.1.c
I'`1 i70k_ kj&rZ;r.2
LEVEL AavG
/5
0
0.0.-
40.
O
MEN
N
�oc&,V� -:.! �7r€ C,J0
� � •ter -mac.
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-E.1 iD.A1rrrm
z"m- 4�

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C
CCL
w o
v m
E
N z
rn o
m is
ae'
SOIL DESCRIPTION
a
w
n/a
7868
5
10
15
20
4.5'
.Advanced with 7-1/4" OD Augers.
FLY ASH from 0 to 4 5'
UD1, Pushed 2 0', REC=1.9'
S1, N=6, Brown, slightly micaeous, very fine SANDY SILT
UD2, Pushed 2.0', REC=2.0' Lab tests include G -Grain Size, Soil Classification (USCS),
A-Atterburg Limits, Total Porosity, and Saturated Hydraulic Conductivity. LL=51, PI=38; UW=64.7pcf;
SG=2.86; Por -0 64; k=2.86E-06 cm/sec.
S2, N=8, Yellowish brown, slightly micaeous, very fine SANDY SILT
S3, N=13, Yellowish brown, slightly micaeous, very fine SANDY SILT.
Lange bag sample taken from auger cuttings, 15.0' to 25 0'
ML
*1:
Mi -
ML
00
oo
oo 10
01
10 00
00 0000
00 10
10 00
10 10
oo
00
01
7618
A
7768
.
.
2
9 5'
771 8
�4
4.
14.5'
2- :
7668
19.5'
Sample Types S:split spoon UD:3" dia. thin wall tube Lab Tests G: rain size A:Atterberg Limit U:unconflned compressive strength test
Water Level Readings
Project Information
Equipment
ID
Hammer/Drop
Depth of ft
Client: Duke Power Company
Augers:
n/a
Date
Time
Gas -
Hole
Water
Project: Belews Creek Ash Landfill - Permit
Split soon 1:
Automatic
05/03/00
2:00p
0.0
51.5'
34.5'
Project No.: 00003.08.0080.00.00000
Split soon 2:
Automatic
05110100
8:00a
44.0'
51.5'
34.3'
Location: Belews Creek, North Carolina
Core Barrel ID:
n/a
Drilling Contractor: DUS
Core Barrel Type:
n/a
Drillers: Jim Barker/Ricky Dickard
Drill Rig: CMS
Boring Logged By: CAMedlin/MFS
Date Boring Completed:
05/02/00
Ph FngIneering
n►rces_
BORING MW2-1
Pae 1 of 3
AUGER REFUSAL @
51.5'
Total Depth of Hole:
51.5'
Lag-mw21 Field Lag 8/26/2015

Y
o
�
C
U m
a
`m° z
ay
y o
ao 6
c
SOIL DESCRIPTION
N
V
0
W
a
7
ru
20
n/a
7668
25
30
36
40
45
;54 -
• 23.0`
UD3, Pushed 2 0', REC=2.0'
S4, N=32, Yellowish brown, slightly micaeous, very fine SANDY SILT
S5, N=38, Yellowish brown, slightly micaeous, very fine SANDY SILT.
S6, N=50/6", Yellowish brown, slightly micaeous, very fine SANDY SILT
Large bag samlple taken from auger cuttings, 25.0' to 35.0'
Screened Interval from 31.5' to 41 5'
Result of Slug Test: k=9.7E-05 cm/sec
S7, N=77/9", Yellowish brown, slightly micaeous, very fine SAND. (G,A)
LL=30, PI=2
S8, N=50/3", Yellowish brown, slightly micaeous, very fine SILTY SAND, weathered rock.
Large bag sample taken from auger cuttings, 35 0' to 45 0'
S9, N=50/5", Yellowish brown, slightly micaeous, fine SILTY SAND, weathered rock.
ML
ML
ML
SM:
:1�7
sM
SM
7618,
:J3:: 3
:19
24.5'
1
7568
7518
7468
29 5'
30.6:
t§:
:5018"
345-
:57. -
-
-'
:35,72
' t i
:P2
:506:
39.5'
58 :
:39..0
: S.01.8
44.5'
741.8
:$9
4d.9s
50/51 :
Sample Types S:s litspoon U13:3" dia. thin wall tube Lab Tests G: rain size A:Atterber Limit U:unconfined compressive strength test
Ground Surface Elev. ( 786.8 Duke Engineering
Date Boring Completed: 512/2000 �&Services,. BORING MW2-1
it !h,lr Firne, r buyuur
Boring Logged By: CAM/MFS Paqe 2 of 3
Lop-mw21 page 2 812012015

CL
O
A=
() m
C
w z
CL
q d
to G
-
mJ90'
d C
IY _.
SOIL DESCRIPTION
U
y
:3
W
GI
a
>
2
w
45
n/a
741 8
50
55
60
65
70
49.5'
S10, N=50/2", No recovery in split spoon.
AugerRefusal @ 51 5 ---------------------------------------------------------------------------------------------------------
Boring Terminated @ 51.5'
Monitoring Well Installed See Installation Sheet for Details.
Screened Interval from 31.5' to 41 5'
las e
: ,S lo:
' 49 6'.
= $0/, ;
731 8
7268
721 6
7168
Sample Types S: split spoon UD:W dia. thin wall tube Lab Tests G: grain size A:Atterberg Limit U;unconfined cam p ressive strength test
Ground Surface Elev. (ft)
786.8
�l� !„`_,�n�
'& Services.
,�,• rV.uy.nry
BORING MW2-1
Pa e 3 of 3
Date Boring Completed:
5/2/2000
Boring Logged By:
CAMIMFS
Log-mw21 page 3 8/26/2015

«
n
cr
M
n m
d
n z
N d
W c
°mc
SOIL DESCRIPTION
oc
V)
.m
w
n/a
7847
5
10
15Ary
20
4.1'
S1, N=4118", Light gray, very fine, wet FLY ASH
Fly ash from 0' to -9.4'
S2, N=11, Yellowish brown, slightly micaeous, very fine SANDY SILT.
Large bag sample collected from auger cuttings, 10 0' to 20 0'
UDI. Pushed 2 0', REC=2.0'
S3, N=11, Yellowish brown, slightly micaeous, very fine SANDY SILT.
UD2. Pushed 2.0'. REC=2.0'
ML
ML
10
10
00
00
10
00
01
7797
s4 :
3 :
1T14".
774 7
9.1•
52
-10.6`
- : r> -
:8
7697
14.1'
7647
;1T.f3:
fi�
19 1'
Sample Types S:s lit spoon UD:3" dia. thin wall tube Lab Tests G:grain size A:Atterber Limit U:unconfined com ressive strength test
Water Level Readings
Project Information
Equipment
ID
Hammer/Drop,
De th of ft
Client: Duke Power Company
Augers:
n/a
Date
Time
as -
ing
Hole
I water
Project: Bellows Creek Ash Landfill - Permit
Split soon 1:
Automatic
05/03/00
9:00a
0.0
64.1'
Project No.: 00003.08.0080.00.00000
Split soon 2:
Automatic
05/10/00
9:008
39.6'
64.1
30.4'
Location: Belews Creek. North Carolina
Core Barrel ID:
I n/a
Drilling Contractor: DE&S
Core Barrel Type:
n/a
Drillers: Jim Barker/Ricky Dickard
Drill Rig:
Boring Logged By: CAMedlin/MFS
Date Boring Completed:
05102/00
Duke EngineeringAUGERREFUSAL@
*V& Services-
it /)A, l;v,gr r'nml.uq�
BORING MW2-2
Page 1 of 3
n/a
Total Depth of Hole:
65.6'
Log-mw22 Field Log 8/26/2015

d
A
IM
'iii
1°o-
Um
m
M°0
NZ
0
coC
d
�" m C
m i0 W -
SOIL DESCRIPTION
CNCL
�
Q
N
a
$
i
w
20
Na
7647
25
30
35UD5,
40'-29"
45
2
6
10
:24
3'
: 4: . .
: 8:
�.
1
14 :
:Jt -:
- :12
S4, N=16, Yellowish brown, slightly micaeous, fine SILTY SAND, weathered rock
Large bag sample collected from auger cuttings, 20.0' to 30.0'
LIM, Pushed 1 4', REC=1.4' Lab Tests include G -Grain Size, Soil Classification (USCS).
A-Atterburg Limits, Total Porosity, and Saturated Hydraulic Conductivity. LL=NP, PI=NP;
UW=89 8pcf; SG=2 65; Por -0 46; k=1.91E-04 cmisec.
S5, N=43, Yellowish brown, slightly micaeous, fine SILTY SAND, weathered rock.
Screened Interval from 27.0' to 37 0'.
Result of Slug Test: &3.11 E-04 jim/sec.
U134, Pushed 2 0', REC=1 1'
S6, N=10, Yellowish brown, slightly micaeous, very fine SANDY SILT
Pushed 2.0', REC=2.0'. Lab Test include G -Grain Size, soil Classification (USCS).
A-Atterburg Limits, Total Porosity, and Saturated Hydraulic Conductivity. LL=48, PI=19;
UW=86.1 pcf; SG=2.73; Por=O 49; k=6.63E-05 cm/sec.
S7, N=26, Brown, slightly micaeous, vrry fine SANDY SILT, weathered rock.
Large bag sample taken from auger cuttings, 30 0' to 40 0'
UD6, Pushed 0.4', REC=O 0'
S8, N=25, Brown, slightly micaeous, very fine SILTY SAND, weathered rock.
S9, N=29, Olive gray, slightly micaeous, very fine SANDY SILT. G,A , LL=36, PI=5.
SM
:MC;
ML
:ML:
ML
SM
t
7597
- 7547
- las 7
7447
7397
S4
22 6'
24.1'
291'
;54
32.61
34.1'
:37.6:
39.1 -
WK
Wse
'-SO:
1•
441'
:59
Sample Types S:split spoon UD:3" dia. thin wall tube Lab Tests G:grain size A:Atterberg Limit U:unconfined compressive strength test
Ground Surface Elev. (ft)
puke Engineering
r Ser ices_
it r)r,lt I,rr,gr Lnr/.un
BORING MW2-2
_ Page 2 of 3
Date Boring Completed:
5/2/2000
Boring Logged By:
CAM/MFS
Lop-mw22 page 2 8128/2015

G
v m
W z
Co n
m 6
r
K _.
SOIL DESCRIPTION
N
0
C0
1L
x
w
5
n/a
7s0.7
50
55
60
65
70
S10. N=50/6", Olive brown, slightly micaeous, very fine SANDY SILT, weathered rock
S11, N=60, Yellowish brown, slightly micaeous, very fine SANDY SILT
S12. N=50/5", Yelllowish brown, slightly micaeous, very fine SANDY SILT, weathered rock.
Augering Terminated ig 64.1'-- ---—.... ......... --_—• --
S13, N=88, Brown, slightly mldaeous, very fine SANDY SILT, weathered rock.
Boring Terminated a 65.8'--- ----- — — — --
Monitoring Well Installed. See Installatiom Sheet for Details.
Screened Interval from 27.0' to 37.0'.
ML
ML
ML
ML
49.1'
S:10:
:49.6:
; 50/6"
54.1'
:1a•
59.1'
6o.A':
:0615":
64.1'
; 613:
: -
: '4Q ::
rl
Sample lRypes S:split spoon UD:3" dia. thin wall tube Lab Tests G: rain size A:Atterber Limit U:Unconfined compressive strength test
Ground Surface Elev. (ft)
Duke iEnglneedng
a& Ser ices_
—
BORING MW2-2
Page 3 of 3
Date Boring Completed:
51212000
Boris Logged By:
CAMIMFS
Lag-mw22 page 3 B/26/2015

CL
O
�n
ui
U m
E
rn z°
Ea
ul
>
>
0- 0-71 N
m io S SOIL DESCRIPTION
o
d
a
y
iu
784.7
5
10
15
20
Rotary Drill with Water
7797.
7747
769 7
7647
Sample Types S:split spoon MY dia. thin wall tube Lab Tests G: rain size A:Atterberg Limit Vunconfined compressive strength test
Water Level Readings
Project Information
Equipment
ID
I Hammer/Drop
Depth of (ft)
Client: Duke Power Company
Casing / Au ers:
Date
Time
as-
ing
Hole
water
Project: Belews Creek Ash Landfill - Permit
Split soon 1:
Automatic
05/16/00
4:00p
74.0'
89.9'
30.5'
Project No.: 00003.08.0080.00.00000
Split soon 2:
Location: Belews Creek, North Carolina
Core Barrel ID:
n/a
Drilling Contractor: DESS
Core Barrel Typ,.FNQ
Drillers: Jim Barker/Ricky Dickard
Drill Rig: CMS
Boring Logged By: CAMedlin/MFS
Date Boring Completed:
05/16/00
k (Duke Engineering
r/&Services.
it nY r-�,,.,,p,
BORING MW2-2A
Page 1 of 8
REFUSAL@
72.8'
Total Depth of Hole:
89.9'
Lap-mw22e Field Log - page 1 8/28/2015

�
o
Iola]
a
m z
3
UO) a m io
c
a s SOIL DESCRIPTION
a
ul
20
n/a
n/a
7647
25
30
35
40
45
Set NW Casing down to 28 5'. Run Fallling Head Permeability at 28.5'. k=1.07E-05 cmisec.
7597
754.7
7497
744.7
7397
Sample Types S:s lit spoon MY dia. thin wall tube Lab Tests G: rain size A:Atterber Limit U:unconfined compressive strength test
Ground Surface Elev. ft
784.7
Duke Engineering
�& Services
,I r1n4r Fun,er Cnu p„n
_
BORING MW2-2A
Page 2 of 8
Date Boring Completed:
5/16/2000
Boring Logged By:
CAMIMFS
Lop-mw22a page 2 8/25/2015

x
c
ci m
rn z
E
r103 o
In ;o
z
a°1' �
SOIL DESCRIPTION
a
a
w
45
We
We
7397
50
55
60
65
70
66.6'
Note: Split Spoons taken every 5' down to 64 Vin Boring # MW2-2
S14, N= 56, Olive, slightly micaeous, fine of coarse SILTY SAND.
SM
734.7
7297
7247
7197
7147
540:
•70.11
: :W ::
:M •
Sample Types S:s lit spoon UD:3" dia. thin wall tube Lab Tests G: rain size A:Atterberg Limit U:unconfined compressive strength test
Ground Surface Elev. (ft)
784.7
�DukeEc�r7es- ring
�& Sgry+IyP...�i_
�I /)uh I o—g, / rll/gwn.
BORING MW2-2A
Page 3 of 8
Date Boring Completed;
5116/2000
BoringLogged By:
CAMIMFS
Log-mw22a page 3 8/28/2015

CL
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m
Ef
0,
EL
E
r`0n z
a�
ra O
3 °..
m io z
SOIL DESCRIPTION
v
:3fL
p
N
�
>
w
70
714-1
75
80
85
90
95
Rotary/Carbide Refusal @ 72.8 --------------------------------------------------------------------------------------------
Rock Core from 72.8' to 89.9'.
Set NW Casing to 73 5'
Run Falling Head Permeability from 73.5' to 89.9'. k=5.45E-06 cm/sec.
7097
7047
6997
6947
689.7
Sample Types S:split spoon MY dia. thin wall tube Lab Tests G:grain size A:Atterberg Limit U:unconfined compressive strength test
Ground Surface Elev. (ft)
784.7
Duke Engineering
r& Services-
A hnAr l,lrnpr t:nrnpurr
BORING MW2-2A
Page 4 of B
Date Boring Completed:
5116/2000
Boring Logged By:
CAM/MFS
Log-mw22a page 4 8/20/2015

x
o
o
'C CL
J9LU
0 ....
M
b°.
°
W
ROCK DESCRIPTION
REMARKS
Run 7 1' from 72 8' to 79.9'. Rec=2.7', RQD=O
72.8
'0.4
711.9
72.8', Carbide refusal----------------------------------
72 8' to 80 1', Severe to complete weathering.
Light brownish gray, medium to moderately hard,
Recovered material moderate to moderately
fine-grained, micaeous FLASER GNEISS.
severe weathering.
—
(Recovered material only).
0.5-
73.8
1.0---
710.9
74.8
2.0--•
709.9
2.x---
75.8
3.0—
706.9
76.8
4.0—
707.9
77.2', JOINT, low dip, open, SI Fe/Mn-staining.
4.!--
77.4', JOINT, low dip, open, SI Fe/Mn-staining
77.5', JOINT, low dip, open, SI Fe/Mn-Staining
NQ
77.6', JOINT, steep dip, open, SI Fe/Mn-staining
38
770, JOINT, low dip, open, SI Fe/Mn-staining. 0
77.8
5.0---
706.9
77.8', JOINT, low dip, open, SI Fe/Mn-staining
Client:
Coring Terminated 89.9'
Duke Power Company
BORING MW2-2A
Project: Date Drilled:
Belews Creek Ash Landfill - Permit 1 5/17/2000
DEPTH INTERVAL 72.8' to 77.8'
Project No.:
Logged By:
Duke Engineering
00003.D&W60.00.00000
MFSchaefferlCAMedlln
Lab Sample No:
Comments:�*
Sample Interval:
tr$t r ermes_
i r,,,a 1—p r; I...,,•
Water Return During Core?
f' e5ora
No
Log-mw22a Rock - page 5 8/26/2015

Log-mw22a Rock - page 6 6/26/2015
o
x
r-'
m W
d
O
o
o
W
ROCK DESCRIPTION
!REMARKS
77.8
810–
706.9
78.1', JOINT, low dip, open, Fe/Mn-staining
78-3', JOINT, low dip, open, Fe/Mn-staining
6,8 _
78-4', JOINT, low dip, open, Fe/Mn-staining
79.4'. JOINT, steep dip, open, SI Fe -staining.
78.6, JOINT, low dip, open, Fe/Mn-staining
79.6'. JOINT, low dip, open, Fe/Mn-staining
78 7', JOINT, low dip, open, Fe/Mn-staining
78.8
8.0–
705.9
79 0', JOINT, steep dip, open, no staining
79 1', JOINT, low dip, open, Fe/Mn-staining
79 2', JOINT, low dip, open, Fe/Mn-staining
8,b...
79.3', JOINT, low dip, open, Fe/Mn-staining
79.31, JOINT, steep dip, open, no staining
79-4'. JOINT, low dip, open, Fe/Mn-staining.
79.8' JOINT, steep dip, open, no staining
79-7' to 79.9', 4 JOINTS, low dip, open, stained
79.6
7.0•-
704.9
Run 10' from 79.9' to 89.9', Rec=10 0', RQD=6.5'
80.0', JOINT, low dip, open, Fe/Mn-staining
—
80.1' ••--------
80,1', JOINT, low dip, open, Fe/Mn-staining
---
Very light gray to light gray, hard to very hard,
80-1' to 89 9', Slight to very slight weathering
?A–
fine- to medium -grained BIOTITE GNEISS (biotite-
quartz-feldspar)
80.8
8.0»
703-9
81.8
9.0–
702.9
9.6
82.8
10.0-
701.9
Client:
Coring Terminated @ 89.9'
Duke Power Company
BORING MW2-2A
Project:
Date Milled:
Belews Creek Ash Landfill - Permit
1 5/17/2000
DEPTH INTERVAL 77.8' to 82.8'
Project No-
Logged By:
Duke Engineering
00003.08.0080.00 00000
MFSohaeffer/CAMedlln
No:
Comments:
iLab Sample
& Services.
:Sam le Interval:
+ha(r+ "r.x) (,,,,/.m
Water Return During Core?
Page 6 of 6
no
Log-mw22a Rock - page 6 6/26/2015

Log-mw22a Rock - page 7 8/26/2015
�
r
c
LU
O
m aai
G
u
°
°f
W
ROCK DESCRIPTION
REMARKS
82.8
10.0--
701 9
83.2', JOINT, Steep dip, open, no staining,
10.5-
quartz-calcite.
83 4', JOINT, low dip, open, no staining,
-
calcite-quartz.
83.8
11.0-
700.9
83.8', JOINT, low dip, open, no staining.
115 _
84.3', JOINT, steep dip, open, no staining.
84.8
12.0-
699.9
NQ
85.3', JOINT, low dip, open, no staining.
100
85.4', JOINT, low dip, open, no staining.
65
85.8
13.0-
698.9
tar; 8', JOINT, low dip, open, no staining.
86 1' JOINT, low dip, open, no staining.
13.8-
86.8
14.0-
697.9
14-5-
87.5', JOINT, Steep dip, open, no staining
87 7' JOINT, Medium dip, open, no staining.
87.8
15.0-
696.9
Client:
Coring Terminated 89.9'
Duke Power Company
BORING MW2-2A
Project:
Date Drilled:
Belews Creek Ash Landfill - Permit
5/17/2000
DEPTH INTERVAL 82.8' to 87.8'
Project No.:
Logged $y:
Ehgineenng
00003.08.0060.00.00000
MF5chaetterlCAlvledinre
Lab Sampla No:
Comments:
Sam le Interval:
eS"
Water Return During Corel
Page 7 of 8
no
Log-mw22a Rock - page 7 8/26/2015

Log-mw22a Rock - page 8 8/26/2015
o
x
`
- t
O
P.
0
E
U
0
d
m d
F
_
u
E!
2
xo
o
w
ROCK DESCRIPTION
REMARKS
87.8
15.0--
696.9
15.5--
88 V to 89 8', QUARTZ VEIN, steep dip.
88.8
16.0--
695.9
88.9', JOINT, low dip, open, no staining.
16.5--
89 3', JOINT, steep dip, open, no staining.
897, 2 JOINTs, low dip, open, no staining
89.8
17.0--
694.9
—
Coring Terminated @ 89 9 ------------------------------
Set NW Casing to 73 5'.
Run Falling Head Permeability from 73.5' to 89 9'
17.5--
k=5 45E-06 cm/sec
90.8
18.0--
6939
91.8
19.0--
692.9
92.8
20.0--
1 691.9
Client:
Coring Terminated � 89.9'
Duke Power Company
BORING MW2-2A
Project: Date Drilled:
Belews Creek Ash Landfill - Permit 1 5/17/2000
DEPTH INTERVAL 87.8' to 89.9'
Project No.:
Logged By:
Ph puke Engineering
00003.08.0080.00.00000
MFSchaeffer/CAMedlin
Sample No:
Comments:
[ I & ServiCeS-
Sam
am ie Interval:
i n„k /,,,M
Water Return During Corel
Page 8 of 8
na
Log-mw22a Rock - page 8 8/26/2015

r
CL
01
o
-Z
V c m 0
a
A°
m Z
aY
N m I
3
-
m oWlu
c V
m e SOIL DESCRIPTION
-
N
a
n/a
Na
7942
5
10
15
20
4.0'
S1, Yellowish brown, slightly micaeous, fine SANDY SILT. (G,A), LL=34.0, PI=8.0. :MC -
UD1, Pushed 0.9', Rec=O 7' End of Tube bent.
Bag sample collected from auger cuttings, 0' to 10'
S2, Yellowish brown, slightly micaeous, fine SANDY SILT with some weathered rock fragments ML
UD2, Pushed 2.0', REC=2 0'
S3, Yellowish brown, slightly micaeous, fine SANDY SILT ML
UD3, Pushed 1 0', REC=1.0'
Rmn sample collected from au er cuttin s, 10' to 20'.
7892
: Sti :
2•
3..
7842
779.2
9.0'
; : tJ :
14.0'
7742
19.0'
Sample Types S:s lit spoon UD:3" dia. thin wall tube Lab Tests G: rain size A:Atterberg Limit U:unconfined compressive strength test
Water Level Readings
Project Information
Equipment
ID
Hammer/Drop
De th of (ft)
Client: Duke Power Company
Casing / Augers:
3.25"
n/a
Date
Time
as -
ing
Hole
water
Project: Belews Creek Ash Landfill - Permit
Split soon 1:
Automatic
05109100
8:00a
none
40.7'
DRY
Project No.: 00003.08.0080.00.00000
Split soon 2:
.Automatic
05/10100
5:00p
none
40.7'
DRY
Location: Belews Creek, North Carolina
Core Barrel ID:
n/a
05111/00
5:00p
61.9'
59.3'
.47.5'
Drilling Contractor: DE&S
Core Barrel Type]
NQ
Drillers: Jim Barker/Rick Dickard
Drill Rig: CMS
Boring Logged By: CAMedlin/MFS
Date Boring Completed:
05/10100
Duke Engineering
4% Services..
BORING MW2-3
1 Pae 1 of 6
AUGER REFUSAL @
40.7'
Total Depth of Hole:
59.3'
Lag-mw23 Field Log - page 1 BI2a12015

«
°'
O
Z
ii
`0
0
m
a
10 °
0
y
a y
10 d
N O
°
m m
p
°1 °
W
U
SOIL DESCRIPTION
N
a
>
w
#
n/a
20.0'
We
7742
25
30
35
40
45
2Q 6,
: SQ/•6'
S4, Yellowish brown, slightly micaeous, fine to medium, SILTY SAND (weathered rock). sM
S5, Yellowish brown, slightly micaeousl, fine SILTY SAND.
SM
Large bag sample of auger cuttings from 20' to 30'.
UD4, Pushed 1.6', REC=1 6' Lab tests include G -Grain Size, Soil Classification (USCS) hhL:
A-Atterburg Limits, Total Porosity, and Saturated Hydraulic Conductivity. LL=NP, PI=38; :[G]
UW=93.8pcf; SG=2.72; Por=0.45; k=5.58E-06 cmises.
S6, Yelllowish brown, slightly micaeous, very fine SILTY SAND. SM
S7, Yellowish brown, slightly micaeous, fine SILTY SAND. (G,A), LL=32, PI=3. :SM:
S8, Yellowish brown, slighlty micaeous, fine SANDY SILT ML
Bag sample collected from auger cuttings, 30' to 40'.
AugerRefusal @ 40.7'------------ ------- -----------------------------------------------------------------------------
Set NW Casing down auger hole to 40.9'. Start coring with NQ barrel at 40.9'
Rock Core from 40 9' to 59 3'.
Monitoring Well Installed See installation sheet for details.
Screened Interval from 39.3' to 59.3'
Result of Slug Test: WAE-05 crnlsec.
7692
7642
24.0'
::5Q
g:
: • f
29.0'
7592
59 :
: -1a :
:O/5".
34.0-
;S7
: i8 -
7542
39.0'
A$:
:3V,
: sm, -
749 2
Sample Types S:s lit spoon UD:2" dia. thin wall tube Lab Tests G:grain size A:Atterber Limit U:unconfined compressive strength test
Ground Surface Elev. ft
794.2
Duke Engineering
f,H Services-
y.uq
BORING MW2-3
Page 2 of 6
Date Boring Completed:
5/1012000
Boring Logged By:
CAMIMPS
Log-mw23 page 2 8/26/2015

°1 E
°
ry
tLu
CY
and
W
G
�°
°
ROCK DESCRIPTION
REMARKS
.Auger Refusal at 40.7' • --
40.9
0.0--
753.3
Set NW Casing to 40 9'.
Run 8 4' from 40.9' to 49 3', Rec=77, RQD=4.0'
Pinkish gray to light brownish gray, moderately
40.9' to 42.9', Moderate to slight weathering.
_
hard to hard, fine- to medium -grained AUGEN
GNEISS (feldspar augen).
41 2', Fracture parallel to S, no staining
0.5_
41 4', Fracture parallet to S, no staining
41 5', JOINT, steep dip, open, no staining
41.6', Fracture parallel to S, no staining-
41 8', Fracture parallell to S, no staining.
41.9
1.0—
752.3
41.9', Fracture parallel to S, no staining.
42 0', Fracture parallel to S, no staining.
42.7', Fracture parallel to S, no staining
42.9
2.0—
751 3
42 9'-- -----------------------
42 9' to 44.0', Core loss and core broken along
Light brownish gray, moderately hard, medium-
medium to high angle joints
to coarse-grained MICA SCHIST (recovered
material only).
43.9
8.0---
750.3
44.0'
-----
Light gray to medium light gray, hard, fine- to
medium -grained schistose MICA GNEISS
(muscovite/biotite-quartz-feldspar)
44 3', Fracture parallel to S, no staining.
3.6
44.4', Fracture paralllel to S, no staining
—
44.5', JOINT, steep dip, open, no staining
44.7' to 44 9', 4 Fractures parallel to S.
NQ
44.9
4.0---
7493
92
48
45.2', Fracture parallel to S, no staining
45.3' to 45 5', 3 Fractures parallel to S.
4.5-
45 6' to 45 7', 3 Fractures parallel to S
45.9
5.0---
7483
Client:
Coring Terminated @ 59.3'
Duke Power Company
BORING MW2-3
Project:
Date Drllied•
Selaws Creek Ash Landfill - Permit
1 5/10/2000
DEPTH INTERVAL 40.9' to 45.9'
Project No.:
Logged By:
1h i eeiriiing
00003 08 0080.00.00000
MFSchaeffer/CAMedlin
No:
Comments:
Lab Sample
Sample Interval:
Water Retu rn During Coreg
Page 3 of 6
nu, lost water at 40.9'
File] Rock - page 3 8/26/2015

File] Rock - page 4 8/26/2015
o
x
r
m
°
01
w
ROCK DESCRIPTION
REMARKS
45.9
5.0--
748.3
46 2' to 46.6', 8 Fractures parallel to S.
5.5--
46.6'-- -------------------------------------- ----------
Light gray to medium light gray, hard to very hard,
—
fine- to medium-grained schistose MICA GNEISS
46.9
6.0--
747.3
(muscovite/biotite-quartz-feldspar).
47.2', Fracture parallel to S, no staining.
6.5--
47.9
7.0--
7463
48.1', Fracture parallel to S, no staining
7.5--
48 5', Fracture parallel to S, no staining
48.9
8.0--
745.3
49.3', Fracture parallel to S, no staining.
Run 10' from 49 3' to 59 3', Rec=10.0',
6.5-•
RQD=8.1'.
49.9
9.0-•
744.3
49.9', Fracture parallel to S, no staining.
50 3', Fracture parallel to S, no staining.
9.5--
50.6' to 50.9, 3 Fractures parallel to S, no
staining
50.9
10.0--
743.3
Client:
Coring Terminated � 59.3'
Duke Power Company
BORING MW2-3
Project:
Date Drilled:
Belews Creek Ash Landfill - Permit
1 5/10/2000
DEPTH INTERVAL 45.9' to 50.9'
Project No.:
ILogged By:
Duke Engineering
00003.08.0080.00 00000
MFSchaeffer/CAMedlin
Comments;
Lab Sampte No:
�& Services..
Sample Interval:
a 7h,k
Water Return During Core?
Paqv 4 of 6
no. Inst water al 40.9(ft)
File] Rock - page 4 8/26/2015

File] Rock - page 5 8/26/2015
d
L
_
Y
E
U
D
LLU
o
G
°
W
ROCK DESCRIPTION
REMARKS
50.9
10.0--
7433
10.5--
51.6', Fracture parallel to S, no staining
51.9
11.0--
742.3
52.1', Fracture parallel to S, no staining
52.9
12.0--
741.3
53.0' to 53.8', Copre broken along medium and
steeply dipping JOINTS, no staining.
53.9
13.0-•
7403
13.5 --
NQ
100
81
54.8' to 55 1', 4 Fractures parallel to S.
54.9
14.0--
7393
14.5--
55.9
15.0--
7383
Client:
Coring Terminated � 59.9'
Duke Power Company
BORING MW2-3
Project:
Data Drilled:
Belews Creek Ash Landfill - Permit
1 5/10/2000
DEPTH INTERVAL 50.9' to 55.9'
Project No.:
Logged By:
rG! /neelfl!» g
00003.08.0080.00.00000
MFSchaeffer/CAMedlin
Lab Sample No:
Comments:Da"
Sample Interval:
L 4W & TP9WWi1*S-
Water Return During Carel
Page 5 of 5
no, 1051 water at 40.9 1
File] Rock - page 5 8/26/2015

File] Rock - page 6 8/26/2015
o
_,
01x
L
_
.�.
m
x
d
O
m
w
°
ROCK DESCRIPTION
REMARKS
55.9
15.0--
738.3
56.9
16.0--
7373
57.1', Fracture parallel to S, no staining
57.9
17.0--
736.3
56.9
18.0--
735.3
—
Coring Terminated @ 59 3'-----------------------------
-
Rock Core from 40.7' to 59.3'.
Monitoring Well Installed. See installation sheet for details
Screened Interval from 39,3'to 59.3'.
59.9
19.0--
734.3
19.5--
60.9
20.0--
733.3
Client:
� 59.3'
73;7�nated
Duke Power Company
BORING MW2-3
Project:
Date Drilled:
Belews Creek Ash Landfill - Permit
1 5/10/2000
DEPTH INTERVAL 55.9' to 59.3'
Project No.:
ILogged By:
Duke Engineering
ON Services
00003.08.0080.00.00000
MFSchaeffer/CAMedlin
Lab Sample No:
Comments:
Sam le Interval:
;i OW, 1w p
Water Return During Core?
Page 6 of 6
no_ lost water at 40.9 (ft)
File] Rock - page 6 8/26/2015

r-ii3
d
G
or �I!
e cCIL
U m
m
a
CO °
Co 2
d
aY
10 °i
in 13
p1 d
3 °
a° d°
m R' '—
SOIL DESCRIPTION
C
b
w
n/a
n a
1812.2
5
10
15
20
4.0'
2-
2 :
x:
3-
it
S1, Yellowish brown, slightly micaeous, fine SANDY SILT. (G,A), LL=53, PI=15
Bag sample from auger cuttings, 0' to 10'
UD!, Pushed 2.0', REC=2 0'.
S2, Yellowish brown, slightly micaeous, fine SANDY SILT.
S3, Yellowish brown, slightly micaeous, fine SANDY SILT
Bag sample from auger cuttings, 10' to 20'
UD2. Pushed 2.0', REC=1.6'. Lab tests include G-Grain Size. Soil Classification (USCS),
;My
ML
ML
me:
8072
gti
8022
7972
14.0'
: :S3 :
7922
19 0'
Sample Types S:split spoon UD:3" dia. thin wall tube Lab Tests G:grain size A:Atterberg Limit U:unconfined compressive strength test
Water Level Readings
Project Information
Equipment
ID
I Hammer/Drop
De th of (ft)
Client: Duke Power Company
Casing / Au em:
3.25"
Date
Time
Cas-
ing
Hole
water
Project: Belews Creek Ash Landfill - Permit
Split soon 1:
Automatic
05/09100
4:00p
0.0
39.0'
DRY
Project No.: 00003.08.0080.00.00000
Split soon 2:
Automatic
05110/00
7:30a
0.0
39.0'
DRY
Location: Belews Creek, North Carolina
Core Barrel ID:
n/a
05/11/00
5:00p
90.0'
59.0'
45.4'
Drilling Contractor: DEBS
Core Barrel T e:
NQ
Drillers: Jim Barker/Rick Dickard
Drill Rig: CMS
Boring Logged By: CAMedlin/MFS
Date Boring Completed:
05/10/00
nuke Engineering
/& Services.
1
BORING MW2-4
1 Page 1 of 6
AUGER REFUSAL LID
38.0'
Total Depth of Hole:
1 58.0'
Log•mwN Field Log - page 1 8/26/2015

m CL
c
A 0
cpm
A d
AZ
A m
Nc
_
mio
a"i c
a -
SOIL DESCRIPTION
a
w
20
n/a
n/a
782.2
25
30
35
40
45
A-Atterburg Limits, and Total Porosity. LL=NP, PI=NP; UW=82.1pcf, SG=2.88; Por -0.51
S4, Yellowish brown, slightly micaeous, fine SANDY SILT ML
UD3, Pushed 2.0', REC=1.6'. UD tube bent along side by a rock.
S5, Yellowish brown, slightly micaeous, fine SANDY SILT with a seam of quartz near 27.5' ;mC
(G,A), LL=NP, PI=NP :1�)
UD refused to push at 29.0'.
SS, No reccvery
Large bag sample from auger cuttings, 20' to 30'.
S6, Yellowish brown, slightly micaeous, fine SANDY SILT with some weathered rock fragments. ML
Large bag sample from auger cuttings, 30' to 38'.
AugerRefusal @ 38.0 --------------------------------------------------------------------------------------------------------
Set NW Casing to 38 0' Start coring with NQ barrel at 38.0'
Rock core from 38 0' to 58.0'.
Monitoring Well Installed. See Installation Sheet for Details
Screened Interval from 38.0'to 58.0'
Result of Slug Test: k=7.4E-04 cmisec
7872
:2i§.::
il•
$-
24.0'
W011/
90,
:27.6'.
7822,
:19:
29.0'
-50/3°
340'
777.2
: -$fi :
• 35.2Z
- :34 :.
:56/3;:
7722
767 2
Sample Types S:s lit spoon UD:3" dia. thin wall tube Lab Tests G: rain size A:Atterberg Limit U:unconfined compressive strength test
Ground Surface Elev. (ft)
812.2
Duke Engineering
Pdhr& Services_
BORING MW2-4
Pape 2 of 6
Date Boring Completed:
5111/2000
Boring Logged By:
CAM/MFS
Log-mwN Page 2 8/26/2015

File) Rock - page 3 8/26/2015
e
e
0
Y
V
O
C «
d
ad
(n
e
>
d
W
an
w
ROCK DESCRIPTION
REMARKS
Run B.4' from 38.0' le 46.4' Rec=7.1',
38.0
0-0...
774.2
.Auger Refusal @ 38 0'- - -
RQD=1.5'.
Light brownish gray to medium light gray,
38-0' to 42.4', Moderately severe to moderate
moderately hard, coarse-grained MICA SCHIST
weathering.
-
(with quartz -rich layers).
38.31, JOINT, steep dip, open, sl Fe/Mn-staining.
38.6', JOINT, low dip, open, Fe/Mn-staining.
38.7', JOINT, low dip, open, Fe/Mn-staining.
39.0
1.G-
773.2
39,01, JOINT, low dip, open, Fe/Mn-staining.
_
39.1', JOINT, low dip, open, Fe/Mn-staining.
_
39-2' to 40.0'. Core broken.
394 •----------
1.
Medium dark gray, moderately hard, medium -
grained HORNBLENDE GNEISS
39.75 --------.-.-_------. .- ------
Light brownish gray to medium light gray,
moderately hard, coarse-grained MICA SCHIST
40.0
1.01
772.2
(with quartz -rich layers)
40.2' to 40 5', Core broken.
2.5—
40.5'--------.---••-- —
40.5', JOINT, low dip, open, Fe/Mn-staining.
Medium dark gray, moderately hard, medium-
gralned HORNBLENDE GNEISS.
40-7', JOINT, steep dip, open, sl Fe/Mn-staining
40.8', JOINT, low dip, open, Fe/Mn-staining
41.0
3.0--
771.2
41.1', JOINT, low dip, open, Fe/Mn-staining.
3.5---
41 Y' -
-
Light brownish gray to medium light gray,
41 8', JOINT, low dip, open, Fe/Mn-staining
moderately hard, coarse-grained MICA SCHIST
41.9' to 43 0', Core broken along medium to
42.0
4.0--
770.2
(with quartz -rich layers).
steeply dipping JOINTS, Fe/Mn-staining.
.12.p -•• •• •
42-4' to 44 7', Moderate weathering.
4 5--
Light gray to very light gray, moderately hard,
NO
fine-grained QUARTZ -FELDSPAR GNEISS,
85
schistose [1]
18
43.0
5.0—
769.2
Client:
Coring Terminated @ 58.0'
Duke Power Company
BORING MW2-4
Project
Bate Drilled:
Belews Creek Ash Landfill - Permit
1 5/9/2000
DEPTH INTERVAL 38.0' to 43.0'
Project No.:
Logged By:
Mke En ineerrn 9
00003 08 0080.00.00000
MFSchaeffer/CAMedlin
Comments:
Lab Sample No:
�+�r Services
,Sample Interval:
.-
A r)„N /,,,,.K)
Water Return During Core?
Page 3 or 6
no, lost water at 38.0 (ft)
File) Rock - page 3 8/26/2015

File) Rock - page 4 8/26/2015
Iv
e
U
Y
U
O
o
W
ROCK DESCRIPTION
REMARKS
43.0
8.0--
769.2
43 0', JOINT, low dip, open. Fe/mn-staining.
5.5
43 5', JOINT, low dip, open, Fe/Mn-staining.
43 8', JOINT, medium dip, open, sl -staining
43.9', JOINT, low dip, open, Fe/Mn-staining
44.0
&0—
768.2
44 0', JOINT, low dip, open, Fe/Mn-staining
44 1', JOINT, low dip, open, Fe/Mn-staining
44.2', JOINT, low dip, open, Fe/Mn-staining
8.5-
44 7' to 47.6', Moderately severe to moderate
weathering.
44 7' to 46.4', Core broken/loss.
45.0
7.0»
767-2
7.5»
46.0
6.0—
766.2
464 ------- - - • • • •
46.4' to 46 5', Core broken.
6,6--
Medium dark gray, moderately hard, medium-
Run 7 5' from 46.4' to 53 9', Rec=6.6',
grained HORNBLENDE GNEISS
RQD=0.7'.
46.8' -------------------------------------------------------
I11
47.0
9.0--
7652
47 1'—
Medium dark gray, moderately hard, medium-
47.2', JOINT, steep dip, open, sl -staining
grained HORNBLENDE GNEISS
47 3' to 47.5', Core broken.
.6--
9.6--
476 -
476'
47.6' to 50.3', Moderate to slight weathering
Light gray to very light gray, moderately hard to
hard, fine- to medium -grained schistose MICA
47 8', JOINT, steep dip, open, sl -staining
GNEISS (muscovite/biotite-quartz-feldspar).
46.0
10.0-•
7642
Client: Coring Terminated @ 58.0'
Duke Power Company
BORING MW24
Projact:
Dater DnIIP.d:
Belews Creek Ash Landfill - Permit
1 5/9/2000
DEPTH INTERVAL 43.0' to 48.0'
Project No.:
Logged By:
Duke Errgrneering
00003.08-0080.00.00000
MFSchaeffer/CAMedlin
Comments:
Lab Sample No:
I�� SeirVice$.
,Sample Interval.
A 1)"i,
Water Ra;urn During Cor87
P:je 4 of 6
no, lost water at 38.0 ft
File) Rock - page 4 8/26/2015

File} Rock - page 5 8/26/2015
rLU
0
o 6y
YC
_y
K
m O
K
C
�
W
ROCK DESCRIPTION
REMARKS
48.0
10.0--
7642
48.0', JOINT, low dip, open, Fe/Mn-staining.
_
482, JOINT, low dip, open, Fe/Mn-staining.
__ _
48.2'. JOINT, steep dip, open, sl-staining.
48.3', JOINT, low dip, open, Fe/Mn-staining
_
48.4' to 48.5', 3 JOINTs, low dip, staining.
10.5-
48.7', JOINT, low dip, open, Fe/Mn-staining
48.7', JOINT, steep dip, open, sl-staining.
484, JOINT, low dip, open, Fe/Mn-staining.
49.0
11.0--
763.2
49.1', JOINT, low dip, open, Fe/Mn-staining
49.2', JOINT, low dip, open, Fe/Mn-staining
49.3', JOINT, low dip, open, Fe/Mn-staining.
49.3', JOINT, steep dip, open, sl-staining.
17.5-•
49.5', JOINT, medium dip, open, sl-staining.
49.6', JOINT, low dip, open, Fe/Mn-staining.
49.8' to 50 0', 4 JOINTS, low dip, staining.
50.0
12.0--
762.2
50.3--------- -- --------
50.3' to 51.2', Complete to very severe
Medium light gray, soft to medium hard, medium-
weathering
12,5-_
to coarse-grained MICA SCHIST.
51.0
13;0–
761.2
51.2' to 58.0', Moderate to slight weathering
—
512
51.2', JONT, low dip, open, Fe/Mn-staining.
Light gray to very light gray, hard, fine- to
51.3', JOINT, low dip, open, Fe/Mn-staining.
—
medium-grained, schistose MICA GNEISS. [2]
61.4', JOINT, steep dip, open, sl-staining
51.5', JOINT, low dip, open, Fe/Mn-staining.
61.6', JOINT, low dip, open, Fe/Mn-staining
51.7', JOINT, low dip, open, Fe/Mn-staining
51 9' to 52.1', 4 JOINTS, low dip, open, staining
52.0
14.0»
760.2
1d,5-
52-5', 2 JOINTS, low dip, open, Fe/Mn-staining
52.8', JOINT, low dip, open, Fe/Mn-staining.
52.9', JOINT, low dip, open, Fe/Mn-staining
53.0
15.0
759.2
Client: 'Coring Terminated � 58.0'
Duke Power Company
BORING MW24
Project:
Date Drltled:
Belews Creek Ash Landfill - Permit
1 5/9/2000
DEPTH INTERVAL 48.0' to 53.0'
Project No.:
Logged Sy;
_ e Engineering
mees-
00003-08-008q.DD.00000
MFSrhaefferlCAMedlln
Lab Sample No:
Comts; men
Sam le lnterrel:
L 4W&
a n"h rc �
ater Return During Cure?
page 5 of 6
no, lost waler al 38.0 1t
File} Rock - page 5 8/26/2015

File) Rock - page 6 8/26/2015
d
_
e�
'C
U
Y
�
U
�
d
.L.
CL
E
it
h
j
W
M0
°
W
ROCK DESCRIPTION
REMARKS
53.0
15.0--
7592
53.3', JOINT, low dip, open, Fe/Mn-staining.
15.5--
53.7', JOINT, low dip, open, Fe/Mn-staining.
53-8' to 53.9', 3 JOINTS, low dip, open.
Run 4 1' from 53.9' to 58 0', Run=4 1',
54.0
16.0--
756.2
ROD -0.7'
54.3', JOINT, low dip, open, Fe/Mn-staining.
16.5-•
54-5', JOINT, low dip, open. Fe/Mn-staining
546 ------------------------ ...--....------------------- . --
-Medium
Medium dark gray, moderately hard, medium -
grained HORNBLENDE GNEISS
55.0
17.0•-
7572
55.0 --------------------------------------------------------
[2)
55.2'
Medium dark gray, moderately hard, medium -
grained HORNBLENDE GNEISS
55.4', 2 JOINTS, low dip, open, staining
17.5--
56.5', JOINT, low dip, open, Fe/Mn-staining
NO
55-7' to 55.8', 3 JOINTS, low dip, open.
100
55 8- • • • •
17
Very light gray to light gray, hard to very hard,
56.0
16.0--
7562
rine- to medium -grained, schistose MICA
GNEISS.
55 1', JOINT, low dip, open, Fe/Mn-staining
56 3', JOINT, low dip, open, Fe/Mn-staining.
56 4', JOINT, low dip, open, Fe/Mn staining
56 6', 3 JOINTS, low dip, open, staining.
56.8' to 57.9', JOINT, steep dip, open, sl Fe/Mn-
siaw ng. calcite-fquartz
57.0
19.0--
755.2
58.0
20.0-,.
754.2
Coring Terminated @ 58.0' -----------------------------
Client:
Coring Terminated @ 58.0'
Duke Power Company
BORING MW2-4
Project:
Date Drilled:
Belews Creek Ash Landfill - Permit
1 5/9/2000
DEPTH INTERVAL 53.0' to 58.0'
Project No.-.
Logged By:
Duke Engineering
P&M Services-
130003.08-0080.00.00000
MFSchaefferlCAMedlin
Lori Sample No:
Comments:
Sam ie Interval;
i 1n,h �,,,,r, (;,,,/,,,,
Watar Return During Core?
Page 5 of 6
no, lost water at 38-0 ft
File) Rock - page 6 8/26/2015

F
CL
al
q
fI!
3
N
' m
at
A O
rn z
at a
"
A C1
rn o
��l!!
3
G-
m-
d
d C
W
SOIL DESCRIPTION
0
V 4
co 41
q M
>
m
W
n/a
n/a
846.8
10
15
20
4.0'
S1, Yellowish red, slightly micaeouls, fine SILTY CLAY
S2, Yellowish to light red, slightly micaeous, very fine SANDY SILT.
S3, Yellowish to light red, slightly micaeous, very fine SANDY SILT with some rock fragments.
Large bag sample from auger cuttings, 10' to 20'.
S4, Yellowish brown, slightly micaeous, very fine SANDY SILT
CL
ML
ML
ML
8418
3�
8366
631 6
14.0'
: :53 :
6.5!
: - it :
's•
826.8
19.0'
7: -
Z -
Sample Types S:split spoon UD:T dia. thin wall tube Lab Tests G: rain size A:Atterberg Limit U:unconfined compressive strength test
Water Level Readings
Project Information
Equipment
ID
Hammer/Drop
Depth of (ft)
Client: Duke Power Company
Casing / Augers:
3.25"
Date
Time
ca:-
in
Hole
I water
Project: Belews Creek Ash Landfill - Permit
Split soon 1:
Automatic
Project No.: 00003.08.0080.00.00000
Split soon 2:
.Automatic
Location: Belews Creek, North Carolina
Core Barrel ID:
n/a
Drilling Contractor: DE&S
Core Barrel Ty e:
I NQ
Drillers: Jim Barker/Ricky Dickard Drill Ri :CMS
Boring Logged By: CAMedlin/MFS
Date Boring Completed:
05/11100
puke Engineering
Duke
BORING MW2-5
Pae 1 of 6
REFUSAL@
38.5'
Total Depth of Hole:
1 58.3'
Log-mw25 Fleld Lag - page 1 8128/2015

CL
0
0
A3
0 m
,Eod
m z
0m
m 0
-
mW
me
2 .-
120
SOIL DESCRIPTION
N
n
d
a
m
w
n/a
Na
els e
25
30
35
40
45
S5, Yellowish brown, slightly micaeous, very fine SANDY SILT
S6, Yellowish brown, slightly micaeous, very fine SANDY SILT with some rock fragments
S7, Yellowish brown, slightly micaeous, very fine SILTY SAND
SS No penetration
Auger refusal @ 38 5'----------------------------------------------------------------------------------------------------
Set NW Casing to 38 8'. Start coring with NQ barrel at 38.8'
Rock Core form 38.8 to 58.3'.
Install Monitoring Well. See Installation Sheet for Details
Screened Interval from 34 U to 54 0'
Result of Slug Test: k=9.9E-04 cmisec.
ML
ML
see
8218
8168
24.0'
: -.194:
14:
29.0'
:s$
2Q.b'
.:25
; 50/8° :
34.0'
8118
: 8068
Bot 8
ST :
= 4,5!
: 56/s"
38.5'
SS:
:3651
:56/0'i ;
Sample Types S:s lit spoon UD:3" dia. thin wall tube Lab Tests G:grain size A:Atterberg Limit U:unconfined compressive strength test
Ground Surface Elev. ft
846.8
Duke Engineering
a& Ser+rrces •
BORING MW2-5
Page 2 of 6
Date Boring Completed:
51„12000
Boring Logged By:
CAMIMFS
Log-mw25 page 2 e12e/2015

Lag-mw25 Rock - page 3 6/26/2015
�x0
°
U
x
c
r
m d
Ad
0
H
d
W
�°
°
w
ROCK DESCRIPTION
REMARKS
.Auger Refusal @ 38 5'
38.8
0.0---
7880
NW Casing Set to 38.6'.- — -- - -- -- -
Run 9.7' from 38.8' to 48 5', Rec=9.2',
Pinkish gray to very pale orange to very light gray,
RQD=1.8'.
hard, fine-grained FLASER GNEISS (quartz-
38.8' to 46.6', Moderate weathering.
Feldspar-mica).
39.1', JOINT, medium dip, open, Fe/Mn-staining.
—
39.1' to 39.6', JOINT, steep dip, open, stained.
0.0--
39.3', JOINT, medium dip, open, Fe/Mn-staining.
_
39.5', JOINT, low dip, open, Fe/Mn-staining.
_
39.6', JOINT, low dip, open, Fe/Mn-staining.
39.7', JOINT, medium dip, open, Fe/Mn-staining.
39.8
1.0...
7870
39.8', JOINT, medium dip, open. Fe/Mn-staining.
1
40 3', JOINT, low dip, open, Mn-staining
40.8
2.0--
786.0
40.6', JOINT, low dip, open, Mn-staining
40.8' to 41.5', JOINT, steep dip, partially open,
Fe/mn-staining.
41.2', JOINT, low dip, open, Fe/Mn-staining
2.5--
41.5', JONT, low dip, open, sl Fe-staining.
41.5' to 43.4', Core broken along steeply
dipping JOINTS, heavy Fe/Mn-staining.
41.8
3.0--
785.0
3.5­
42.8
4.0=
7840
43.0', 2 JOINTS, steep dip, open, heavy Fe/Mn-
staining.
43.2', JOINT, low dip, open, Fe/Mn-staining.
4.5-
43.6', JOINT, low dip, open, Fe/Mn-staining
43.7' JOINT, low dip, open, Fe/Mn-staining.
43.8
5.0—
783.0
Client:
Coring Terminated 9-58.3'
Duke Power Company
BORING MW2-5
Project.
Date. ❑rillud:
Belews Creek Ash Landfill - Permit
1 5/11/2000
DEPTH INTERVAL 38.8' to 43.8'
(Project No.:
Logged By:
Duke En ►►7E�f'rA
g 9
00003.08.0080.00.00000
MFSchaeffer/CAMedlin
Lab Semple No:
Comments:
Sam le lntervaf:
aM services—
I nnb I"", v
Water Retum During Core?
Page 3 of 6
no
Lag-mw25 Rock - page 3 6/26/2015

(M
C
L
y
C"
U �'
y
LU
K
m d
V
v
d
W
C
c
ROCK DESCRIPTION
REMARKS
43.8
5.0- •
783.0
NQ
95
19
44 1', JOINT, low dip, open, Fe/Mn-staining
44 1' to 44 5', JOINT, steep dip, open, Fe/Mn-
5.5..
staining
44 6' to 45 0', JOINT, steep dip, open, Fe/Mn-
staining
44.8
6A—
7820
45 0' to 46 6', Core broken along several low
angle and medium dipping JOINTS, Fe/Mn-
staining
ei-
45.8
7.O—
781.0
7.5--
466 --------------------------------------------------------
46 6' to 58 3', Slight weathering
Very light gray to light gray, hard to very hard,
46 6' to 47.2', JOINT, steep dip, tight, calcite.
46.8
0.0--
780.0
fine-grained FLASER GNEISS (quartz -feldspar -
mica).
46 9', JOINT, low dip, tight, calcite.
8.5-
47.4', JOINT, low dip, open, Fe/Mn-staining.
47 5', JOINT, medium dip, open, Fe/Mn-stain
47 6', JOINT, low dip, open, Fe/Mn-staining.
—
47 7', JOINT, low dip, open, sl Fe/Mn-staining
47.8
9.0-
7790
47 8', JOINT, low dip, open, sl Fe/Mn-staining.
48.1', JOINT, low dip, open, Fe/Mn-staining.
48 2', JOINT, low dip, open, Fe/Mn-staining
48 4', JOINT, steep dip, open, Fe/Mn-staining.
48 4' to 49 3', JOINT, steep dip, open, Fe/Mn-
staining.
48.8
10.0--
7780
Run 9 8' from 48.5' to 58.3', Rec=9.8',
RQD=8.6'
,Client:
Terminated ID 58.3'
Duke Power Company
Duke
BORING MW2-5
Project:
Date Drilied:
Belews Creek Ash Landfill - Permit
1 5/11/2000
DEPTH INTERVAL 43.8 to 48.8'
Project No.:
Logged By:
Duke Engineering
00003.08 0080 00.00000
MFSchaeffer/CAMedlin
Lab Sample No:
Comments:
& Services
.Sample interval:
10"k, 1 "`m (" I,
Water Return During Core?
no
Page 4 of 6
Log-mw25 Rock - page 4 8/26/2015

Log-mw25 Rock - page 5 8/26/2015
R
e
U
d
x
U
o a
Wto
y
g
L
K
M
°
W
ROCK DESCRIPTION
REMARKS
48.8
10.0-.
776.0
10.5-
49.3', JOINT, steep dip, tight, calcite.
49.7', JOINT, steep dip, open, sl Fe -staining
49.8
11.0--
777.0
50.0', JOINT, low dip, open, sl Fe -staining.
11.5-•
50.8
12.0--
776.0
50 8', JOINT, steep dip, open, calcite, no stain.
12.5--
51.3', JOINT, steep dip, tight, calcite, vuggy
51.3'. JOINT, low dip, open, no staining
51.6', 2 JOINTS, steep dip, partially open,
calcite, vuggy, no staining.
51.8
13.0--
7750
13.5--
52.4', JOINT, low dip, open, no staining
52.6'. JOINT, steep dip, open, sl Fe -staining
52.8
14.0--
774.0
52.9', JOINT, steep dip, open, sl Fe -staining.
14.5 --
NQ
100
88
53.6', JOINT, low dip, open, vsl Fe -staining.
53.8
15.0--
773.0
Client:
Coring Terminated � 58.3'
Duke Power Comoany
BORING MW2-5
Project:
Date Drilled:
Belews Creek Ash Landfill - Permit
1 5/11/2000
DEPTH INTERVAL 48.8' to 53.8'
Project No.:
Logged By:
Duke En ineerin
9 9
Per
00003 08.0080.00.00000
MFSchaeffer/CAMedlin
Sample No:
Comments:
Lab
��r�
& ce5-
,Sample Interval:
. i Unkr 1:,,,.p r b,,,p,,,,
Water Return During C°ra4
Page 5 of 6
no
Log-mw25 Rock - page 5 8/26/2015

e�
L
O O
m
aj
0
G
L
Y
G
_N
W
V
W
K
ROCK DESCRIPTION REMARKS
O
(Y
53.8
15.0--
7730
54.7', JOINT, medium dip, open, no staining
54.8
18.0--
772.0
16.6-
55.8
17.0--
771 0
_
56 4', JOINT, low dip, open, calcite, sl Fe-
staining.
56.8
16.0-•
770.0
56:8', JOINT, low dip, open, vsl Fe-staining.
78,5_
57.3', JOINT, low dip, open, vsl Fe-staining.
577, JOINT, low dip, open, vsl Fe-staining
57.8
16.0-
769.0
57 9', JOINT, medium dip, open, vsl Fe-staining.
57 9', JOINT, low dip, open, vsl Fe-staining.
19..
Coring Terminated @ 58 3 ------------------------------
58.8
20.0—
768.0
Client: Coring Terminated 58.3'
Duke Power Company BORING MW2-5
Project: Date Drilled,
Belews Creek Ash Landfill - Permit 5/11/2000 DEPTH INTERVAL 53.8' to 58.3'
Project No.: Logged By:
00003.08.0080.00.00000 MFSchaeffer/CAMedlin Duke Engineering
No: Comments:
I8e serVicBs-
ESample
erval:
rn During Core?A n„d.1„” �,
P e 6 of 5
Log-mw25 Rock - page 6 8/26/2015

BORING LOG MW -2-7
PROJECT:
Duke Power - Belews Creek
WATER LEVEL TOB (FT'.):
17.9
PROJECT NO:
1264-02-576
WATER LEVEL 24 HRS (FT.):
18.54
PROJECT LOCATION:
Belews Creek, NC
TOP OF CASING ELEVATION (FT.): 778.28
DRILLING CONTRACTOR:
S&ME, Inc.
BORING DEPTH (FT.):
29
DRILLING METHOD:
31/41' H.S.A.
LOGGED BY:
S. Watts
DATE DRILLED:
11/14/2002
STRATA
WELL
j
Vi
z
O
Q f
:
7 Wa�
WELL CONSTRUCf[C3N
DETAILS
�I
DESCRIPTION
DETAILS
r
>
w
778'28
PROTECTIVE CASING
Ground Surface
010
Diameter: 4.0 In.
Type: Stick -Up
Light brown sandy SILT
wlweathered rock fragmenw, dry,
Interval: 2.28 ft.
sail disturbed by bulldozer'
OUTER CASING
(MH,NII SM]
-
50/5
773.28
4
Diameter: NIA
Type: N/A
Length: N/A
RISER CASING
-
Diameter: 2,0 in.
_
8.9
Co
50/4
768.28
4
Type: Schedule 40 PVC
Interval: 0.0 -14.0 ft.
Vark yellowish orange to grayish
orange silty gravelly SAND (SP,
10.0.
GROUT
SM).
-
Type; Portland Cement
12.7
BS
Interval: 0.0 - 8.9 ft.
50/0
763'28
0
SEAL
-
15.0'
'.•
14
FP
53
Type: Bentonite Pellets
Interval: 89 -12.7 ft.
Flaxer GNEISS interlayered
w/quartz-feldspathic gneiss, highly
weatllvred, highly fractured.
-
FILTERPACK
REC - 88.3%
RQD = 0%
Type: Filter Sand #2
-
758.28
Interval: 12.7 - 29.0 ft.
-
50
SCREEN
Flazer GNEISS interlayered
w/quartz-feldspathic gneiss, highly
20.0.
Dlarrteter: 2.0 in.
weathered, highly fruetured.
_Z.,
Type: Schedule 40 PVC
REC 83.3°!e
Interval: 14.0 - 29.0 ft
RQD - 11.7%
753.28
-
60
Laminated quartz-faldspar
GNEISS, low angle fractures along
25.o-
bedding.
-
REG I GO%
LEGEND
RQD ffi 67.5%
_
_
- Water Level At Te mination of Goring (TOB)
_
29
BSC
= water Level After 24 Houn
Bs - Bentonite Seal
Boring lerminated at 29.0 ft
FP - Filter Pack
CG - Ceme°tGrout
BSC - Bottom ofScran
REC - Gore Recovery
RQD - Rock Quality Designation
121011061
BORING LOG MW -2-7
*S&FdE
Rale Spring Forest Road
E��� ryry �� Raleigh, NC 27616
ENV 11"AA L 5ERVECE

BORING LOG MVV -2-9
Sample Information
° E EV) z i z
� �y
SS -1 3,5-4:5 18-50- 50 2
5
R-1 4.5.14,5 87
—
10 -
NOTES
SS = quilt Spoon Sample
ST = Shelby Tube Sample
S = Bulk.S2mple
R = Core Run
RS = Rock Sompte
REC = Rock Coto Recovery
RQ0 = Rock Quatity Deslenn
e- $
Description & Remarks
Well Construction
=q)2 0
PROJECT:SHEET
LOCATION:
Duke Power -Belews Creek
DRILLING CONTRACTOR:
i OF i
S&ME, Inc.
PROJECT NO.:
Belews Creek, NC
1264-02-576A
DRILLING METHOD:
DRILL RIG:
314" H.S.A.
LOGGED BY:
J. Drummond
TOP OF CASING ELEVATION (ft):
B-53
798,04
DATE DRILLED:
1/21/2003
WATER LEVEL TOB (ft bcls):
9.1
BORING DEPTH (ft): 14.5
WATER LEVEL 24 HRS (It bTOC):
Sample Information
° E EV) z i z
� �y
SS -1 3,5-4:5 18-50- 50 2
5
R-1 4.5.14,5 87
—
10 -
NOTES
SS = quilt Spoon Sample
ST = Shelby Tube Sample
S = Bulk.S2mple
R = Core Run
RS = Rock Sompte
REC = Rock Coto Recovery
RQ0 = Rock Quatity Deslenn
e- $
Description & Remarks
Well Construction
=q)2 0
Details
N. Lv
W8
cC(
w
Tan gravelly 54ty S No wlweathera
gneiss fragrnearts, wet -saturated- Auger
Protective Casing
refusal at 4.5 ft.
Dia: 4,0 in,
Type: Stick -Up
-
Interval: 1.78 ft.
-793
0
-
Black, while, madlvm Bray Fn aralt
fractured quartz rich flaser GNEISS_
REC = 73%
ROD = 69%
i
i• V =Water Level Al Termination of Boring
2. y =Water Level After 24 Hours
Riser Casing _
Dia: 2.0 In.
Type: SCH 40 PVC
Interval: 0.0 - 2.0 ft.
-788
Grout
Type: Portland Cement
Interval: 0.0 - i.0 ft.
Seal
Type: Bentonlie Chips
Interval: 1.0 - 2.0 ft.
Filterper-k
Type: Filter Sand #2
Interval: 2.0 - 12.0 ft.
Screen
Dia: 2.0 In.
Type: SCH 40 PVC
Interval: 2.0 - 12.0 ft.
CNHrf6r7A1�7rYAC. Sf F1 V1GES
LHLiPrFCHrnG• 'fESrIHC
311&Sprlrig Forest Road
Raleinh, NC 27616

N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
MPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
PARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAT
r. O. BOX 2041. RALEIGH, N.C. 27602
NAME OF SITE PERMIT NO.:
—O 5 C� -57E�2W —S7A-170,J1 1 �� •- 0 3
ADDRESS: OWNER (print):
.o>c.JG
J 704 2 -
DRILLING CONTRACTOR:
REGISTRATION NO.:
--Z>'-f�f
�7klE.e Go
<:;O
Casing Type:
Casing Depth:
ScreType:
en
Screen Depth:
dia.
from a to .0 fr.. dig.
.fir-oj0 • �� dia.
from -T7 0 to *' O ft. - dia.
2 in.
Z in.
_� in.
Z in.
Grout Dcpdt
Bentoniom Seal:
Sand/Gravel PIC
Total Well Depth:
from C' to 32 U h. - dig. _'z
from 32• v to
from ,y to � ft. - dig.
fromy to 147 ft. - dig. +z
Srstic Water Level•
-3f 'S feet from cop of casing
Due Measured '6' /-7
Yield (gpm): Method of Testing: ``fir Cuing is 2L 3 feet above land s,
REMARKS:'—�G' r W� i
r
DATE: < �—� SIGNATURE:

Form 25630 IR3-871
N
JOB NO, Q
JOB NAME- _g
DATE_- = -
FORM M -26C REVISION 2
PAGE % OF Z
DUKE POWER COMPANY
CONSTRUCTION DEPARTMENT
PROJECT
SOIL TEST BORING_ FIELD REPORT
STARTING TIME :2 A"
GROUND SLR J: E ELEV_
e-�C? I �5 HRS. DRILLING HRS. I,SQViNG 'd
--WEATHER-A4 INSPECTOR 2- ��C a -J BORING NO. e 3
SAMPLING
SCALE UD SOIL CLASSIFICATION AND REMARKS
i T '
RD 6•' 0
_AV - z
{ z
5 w
�x
slGi4
z
0
_gyp m�
0
J
1
G _ om
5 Ni
ax
`- O
❑
�.
f� • 0 g
im
a
Loilk—
t
5 H
- it[
L2-_ G4.
G �
us
F .J
� N
as
U.
-725
o-
x�
a
A"7 fl -tl-� c -J/6-r"
+
g. 1/0
BORING TERMINATED
- MET110D OF ADVANCING BORING DEPTH
BORING REFUSAL
+`
POWERAUGER D TD47..o
WATER TOB DEPTH
a wun.+eFOP . u(MUG . wnuaTtn-- — To —
WATER 24 HR: DEPTH
L' -7: 7 S —TO—
WATER LOSSES
CASING SIZE -----e
—TO—
LENGTH

Form 255]0IFi]•87)PA
FORM M -26C
REVISION 2
PAGE---' OF Z -
DUKE POWER COMPANY
CONSTRUCTI N DEPARTMENT
PROJECT
SOIL TEST BORING_ FIELD REPORT j
�I
STARTING TIME
JOB N0.
GROUND SURF CE ELEV.
��
JOB NAM"1vp�LE-�
HRS. DRILLING�HRS. MOVING
DATE %- Z 7 -�—
WEATHER- INSPECTOR Y7J • rt'S -BORING NO,_&P-�
SAMPLING
SME UD SOIL CLASSIFICATION AND REMARKS
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BORING REFUSAL �2�-@ 7
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N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
4P
APLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
-PARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAT
P. O. BOX 2091, RALEIGH. N.C. 27602
NAME OF SITE:
Vg's
ADDRESS:
CO3e4Z-, .Jc
DRILLING CONTRACTOR:
.7,74& E' /odk%G Gd
PERMIT NO.:
VS -0:3
OWNER (print):
REGISTRATION NO.:
X70/
Casing Type:
7 ,GaG �,
2 in
Grout Deptk
firatn �� co Z3 ft.. dia.
Casing Depth:
from � to fs. - dit.
Z in.
Bentonite Seal;
from Z�! Z to , ?�.'z & • dis-
Screen Type:
LQa - 2�40e G dia.
Z in.
S[nd/Gravel pr.
from G to' fc. - dia,
s;
Screen Depth:
from ZS. Z tom ft. - du.
Z in.
Total Well Depth:
from f:2 to �Fd?�5 fr. -dig,
w:'2�
Static Water Leve��l:
17. S feet from top of casing
Date Measured __cT__ /
c
Yield (gpm): Method of Testing:
'�
Cuing/.
is feet above land.,
DRILLING LOG
DEPTH
rROM LU rtJKMA L ION DESC-RUTVION
R EMARKS:it ,w' t'/0'! zz V
• Ca?,��tJG Ti t/�- .QG2 U 1 Foie - rP.QC.p->� ,r��.eT� ,
DATE: ��' �� SIGNATURE:

to
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Form 25670 IFI3•871
FORM M -26C I REVISION 2
DUKE POWER COMPANY PAGE_j__OF /
CONSTRUCTION DEPARTMENT
PROJECTS 1 3 C
SOIL TEST BORING FIELD REPORT
STARTING TIME ��fi
JOB NO.�.. GROUND SU ACE ELEV.
JOB NAME r/ %'$ HRS. DRILLING^ HRS. MOVING
DATE '�e - 3 '9 WEATHER_06_2___ INSPECTOR _17r�/C,C'Sa,�
BORING NO._-
SAMPLING ----
SCALE UD SOIL CLASSIFICATION AND REMARKS
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BORING TERMINATED <'"'
BORING REFUSAL _
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WATER LOSSES
CASING SIZE LENGTH C
-dtjc,Qc @ 39.5
4,
METHOD OF ADVANCING BORING DEPTH
y 3 POWER AUGER O T0w•,5
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-dtjc,Qc @ 39.5
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METHOD OF ADVANCING BORING DEPTH
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N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
`MPLETE ALLINFORMATION REQUESTED FOR
SLCA EPARTMENT OF HUMAN RESOURCES, , OID AND HAZARDOUS WTE MANF0jM TO—THE
AGEMENT BRAD
�. O. BOX 2091, RALEIGH. N.C. 27602
NAME OF SITE:
ADD� RESS:
/
DRILLING CONTRACTOR:
Casing Type: 7"-"c �C dig. 2
in.
Casing Depth: from D to 4l - 3 ft. - dh. Z in.
Screen Type. e C
Screen Depth: from 4-'V- 3 to'� ft. - dig. �– in.
in.
Stade Water Level: Z2 • i - feet from top of casing
Yield (gpm} � Tod of Testing: 1
DRM11NG LOG
DEPTH
'0M TO FORMATION DFSCRLMON
-5
PERMIT NO.:
OWNER (print):
REGiST&AnON NO.:
Grout Depth: from !;;Z to 43.3 ft. - dig, L.
Bentonite Scab from to -qe– - 3 ft. - dia.
Sand/Gravel PK: from 46--3 to C-'D.S & - dia. uz�--
Total Well Depth: from .�_ to C- (q. 5 & . c6. i. • -
Dam Measured 'Casing is / of
/ feet above land si
REMARKS:�cj
Y
'foz��
DATE: " // ! is—
DATE:
: KS )342(6,161►

Facm 25630IR3.871 FORM M -26C REVISION 2
DUKE POWER COMPANY PAGE- l _OF__7,
CONSTRUCTION DEPARTMENT
PROJECT S c,ef;L`A�
AlSOIL TEST BORING -FIELD REPORT
V STARTING TIME
JOB N0. GROUND SURFACE FLEW
JOB NAME /GC �S HRS. DRILLING / –HRS. MOviNG
DATE `g'�' WEATHER_446f!!Y_ INSPECTOR 7�
80RiNG NO,
SAMPLING SCALE UD SOIL CLASSIFICATION AND REMARKS
QST • nn w _ 0
Z_14
5 ! d
_15 - -
1 -
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BORING TERMINATED - C2' Gd7 •'�_Z>
• BORING REFUSAI_s X, r?
WATER TOO DEPTH 44* O `6? /D = 3D .M . 4
WATER 24 HR: DEPTH
WATER LOSSES A4&_
CASING SIZE ­ 661,_ LENGTH- -__ f) _ ..
METHOD OF ADVANCING BORING DEPTH
POWER AUGER d To" -Is
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— TO TDIAMOND GGRE O
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Form 25630 IR3.871 FORM M -26C
REVISION 2
DUKE POWER COMPANY PAGE OF_�c_
CONSTRUCTION (DEPARTMENT
PROJECT C,�
SOIL TEST BORING FIELD REPORT
JOB NO.
STARTING TIME
JOB NAME � ,d jy re r� GROUND SURF CE ELEV.
DATE -� ^ HRS. DR] 74
HRS• MOVING 'v
WEATHER �c��.�.s�( INSPECTOR •�!C ORING NO.,�- ��
SAMPLING
sr Isn g1• UD SOIL CLASSIFICATION AND REMARKS
•0-
5-
0-
F-1
BORING TERMINATED -2� CC:149. METHOD OF ADVANCING BORING DEPTH
BORING REFUSAL— iyT��"c-E�
WATER TOB DEPT" 4, POWER AUGER OTOS"
WATER 24 HR: D£ PTHo • 2 = ao . M • y . —TO —
WATER LOSSES — TO —
CASING SIZE LENGTH �� _ _,• TO —
zo q
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Station
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SOIL DESCRIPTION
W
M
d
a.
m
iu
n/a
8352
5
10
15
20
3.0'
2;
: 5
-T
- : 4:
Advanced with 7-1/4" OD Augers.
S1, N=14, Yellowish red, slightly micaeous, fine SILTY-SANDY CLAY
S2, N=11, Yellowish red, slightly micaeous, fine SILTY-SANDY CLAY.
Large bag sample taken from auger cuttings, 8 0' to 18 0"
S3, N=12, Yellowish red, slightly micaeous, fine SILTY-SANDY CLAY
S4, N-7, Yellowish brown, slightly micaeous, fine SANDY SILT
CL
CL
CL
ML
01
00
01
8302
8252
8202
13.0'
'V
:4k
18.0'
815.2
- 19.51
Sample Types S:s litspoon UD:3" dia. thin wall tube Lab Tests G:grain size A:Atterberg Limit U:unconfined com ressive strength test
Water Level Readings
Project Information
Equipment
ID
Hammer/Drop.
Depth of (ft)
Client: Duke Power Company
Augers:
n/a
Date
Time
Ing
Hole
water
Project: Belews Creek Ash Landfill
Split soon 1:
Automatic
05103100
-4:00p
0.0
45.4'
28.8'
Project No.: 00003.08.0080.00.00000
Split soon 2:
Automatic
05110100
8:00a
38.5'
48.4'
.27.3'
Location: Belews Creek, North Carolina
Core Barrel ID:
n/a
Drilling Contractor: DEBS
Core Barrel Type:
n/a
Drillers: Jim Barker/Ricky Dickard Drill Rig: CMS
Boring Logged By: CAMedlin/ MFS
Date Boring Completed:
05/03100
Duke Engineering
�& Services-
it UnAr Fnn,er f �„q.u,r
BORING MW-6
Page 1 of 3
AUGER REFUSAL @
48.4'
Total Depth of Hole:
45.4'
Log-mw8 Field Lag 5/28/2015

r
a
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e N
N
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y
N
SOIL DESCRIPTION
d
a
d
w
20
n/a
8152
25
30
35
40
45
23.0'
A-
A:
- : � '
Large Bag Sample from auger cuttings, 18.0' to 28.0'.
S5, N=7, Yellowish brown, slightly micaeous, fine SANDY SILT. ML
Screened Interval from 24.0' to 34.0'.
Result of Slug Test: k-2.15-04 cmisM.
S6, N=7, Yellowish brown, sligthly micaeous, fine SANDY SILT. ML
Large Bag Sample from auger cuttings, 28 0' to 38 0'
S7, N=37, Yellowish brown, slightly micaeous, fine SANDY SILT. ML
S8, N=15, Yellowish brown, slightly micaeous, fine SANDY SILT. ML
S9, N=42, Yellowish brown, slight;y miceous, fine SANDY SILT ML
;
-
8102
8052
:24.5!
28.0'
-:5a -
33.0'
8002
4,
380'
7952
As:
43.0'
790.2
Sample Types S:split spoon UD:3" dia. thin wall tube Lab Tests G: rain size A:Atterber Limit U:unconfined compressive strength test
Ground Surface Elev. (ft)
935.2
Duke Engineering
�& Seirf►Irces.
A 1)u[r Frrr,,pr ('nr�.um
BORING MW -6
Page 2 of 3
Date Boring Completed:
5/3/2000
Boring Logged By:
CAM/MFS
Log-mw6 page 2 8/20/2015

t
CL
O
c 3
w o
U F0
0
E
N z
ar
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h e
;
e_
m io
>
v^
SOIL DESCRIPTION
V
a
A
C
m
4
m
w
45
n/a
790.2
50
55
60
65
70
48 0'
S9, N=50/2", Yellowish brown, slightly micaeous, fine SILTY SAND, weathered rock.
AugerRefusal @ 48 4 ------------------------------------------------------------------------------- ------------------------
Boring Terminated @ 48 4'
Monitoring Well Installed See Installation Sheet for Details.
Screened Interval from 24 0' to 34 0'
sM
7852
:$9 ;
; 40'r
50/2"
7802
7752
7702
7652
Sample T pas S:split spoon UD:3" dia. thin wall tube Lab Tests G: rain size A:Atterberg Limit U:unconfined compressive strength test
Ground Surface Elev. (ft)
935.2
Duke gingfpnew n
4VA Setvi ccs_
C
BORING MW -6
Page 3 of 3
Date Boring Completed:
5/312000
Boring Logged By:
CAMedIinlMFS
Lop-mw6 page 3 8/26/2015

Qore Property Sciences BORING NO. MW-101 D SHEET 1 OF 2
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone] LOCATION Belews Creek NC
Fax: [phone] �
COORDINATES N 36.298 W 80.074 PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATIONWELL
DESCRIPTION
NSTRUCTION
o
U-
DEPTH
LAB
SAMPLE
BLOW
'Recovery
PID
FEET
SAMPLE
TYPE
COUNTS
%
(ppm)
^ DETAIL
w
Firm moist reddish brown very micaceous
fine to coarse clayey sandy silt
SS
2-2
100
1
4
5—
SS
2
2-1
2
100
Very loose wet brown micaceous fine to
10—
coarse silty sand
Cement grout from
ground surface to
Very stiff wet brown very micaceous fine
25 feet bgs
SS
5-7
100
to coarse sandy silt
3
11
15—
SS
4
15-50/2"
30
20-
25
Moderately weathered mica schist
42% Recovery
Bentonite seal from
0 RQD
25 to 27.5 feet bgs
#2 Sand filter pack
Very slightly weathered hard mica schist
102% Recovery
from 27.5 to 35 feet
73% RQD
bgs
30—
j = 0.010-inch slotted
-- PVC screen from
Slightly weathered hard mica schist
30 to 35 feet bgs
100% Recovery
72% RQD
DRILLING CONTRACTOR AE Drilling, LLC REMARKS Water level measured at 11.55 feet btoc on
DRILLING METHOD Hollow stem auger / HQ core 11/20/06.
DRILLING EQUIPMENT CME 750
DRILLING STARTED 11/16/06 ENDED 11/16/06 j ,See key sheet for symbols and abbreviations used above.

Qore Property Sciences BORING NO. MW -101 D SHEET 2 OF 2
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone]
LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 36.298 W 80.074 PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
a
DESCRIPTION
WELL
NSTRUCTION
o
> w
DEPTH
LAB
SAMALE
BLOW
(Recovery
PID
�
r�
LL
FEET
SAMPLE
TYPE
COUNTS
%
(ppm)
�
DETAIL
w
Boring terminated at 36 feet bgs

Qore Property Sciences BORING NO. MW-101S SHEET 1 OF 1
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone] LOCATION Belews Creek NC
Fax: [phone] �
COORDINATES N 36.298 W 80.074 PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
DESCRIPTION
WELL
NSTRUCTION
o
U-
DEPTH
LAB
SAMPLE
BLOW
Recovery
PID
FEET
SAMPLE
TYPE
COUNTS
%
(ppm)
^ DETAIL
w
Firm moist reddish brown very micaceous
M Cement grout rom
fine to coarse clayey sandy silt
ground surface to 1
foot bgs
Bentonite seal from
1 to 3 feet bgs
#1 Sand filter pack
from 3 to 15 feet
bgs
5
0.010-inch slotted
Very loose wet brown micaceous fine to
10-
coarse silty sand
PVC screen from 5
to 15 feet bgs
stiff wet brown very micaceous fine
jj�Very
to coarse sandy silt
15-
Boring terminated at 15 feet bgs
I
DRILLING CONTRACTOR AE Drilling, LLC
REMARKS Lithological descriptions obtained from boring
MW-101D. Water level measured at 9.9 feet btoc on 11/20/06.
DRILLING METHOD Hollow stem auger
DRILLING EQUIPMENT CME 750
DRILLING STARTED 11/16/06 ENDED 11/16/06
See key sheet for symbols and abbreviations used above.

Qore Property Sciences BORING NO, MW -102D SHEET 1 OF 1
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone] LOCATION Belews Creek NC
Fax: [phone] s
COORDINATES N 36.297 W 80.075 PROJECT NO. QORE Job No. 75598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATIONQ
WELL
o
DESCRIPTION
NSTRUCTION
w
DEPTH LAB SAMPLE BLOW Recovery PID
LL
FEET SAMPLE TYPE COUNTS % (ppm)
U
DETAIL
w
Soft moist reddish brown micaceous fine
to coarse clayey sandy silt
5
Cement grout from
ground surface to
13.5 feet bgs
10—
Very loose wet brown micaceous fine to
coarse silty sand
Very slightly weathered gneiss
100 % Recovery
73% RQD
Bentonite seal from
15—
13.5 to 16.5 feet
bgs
#2 Sand filter pack
Very slightly weathered to fresh very hard
gneiss
96% Recovery
from 16.5 to 24 feet
96% RQD
bgs
20-
00.010-inch
0.01 0-inchslotted
PVC screen from
19 to 24 feet bgs
Fresh very hard gneiss
100% Recovery
100% RQD
Boring terminated at 24 feet bgs
i
DRILLING CONTRACTOR AE Drilling, LLC
REMARKS Lithological descriptions obtained from boring
DRILLING METHOD Hollow stem auger / HQ core
MW -102S. Water level measured at 3.9 feet btoc on 11/20/06.
DRILLING EQUIPMENT CME 750
DRILLING STARTED 11/15/06 ENDED 11/16/06
dee key sheet for symbols and abbreviations used above.

Qore Property Sciences BORING NO. MW -102S SHEET 1 OF 1
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone]
LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 36.297 W 80.075 PROJECT NO QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
WELL
o
DEPTH LAB SAMPLE BLOW Recovery PID
<
DESCRIPTION
_ G, NSTRUCTION III
LL
FEET SAMPLE TYPE COUNTS % (ppm)
'—
DETAIL
w
Soft moist reddish brown micaceous fine
Trout ou from
to coarse clayey sandy silt
ground surface to 1
foot bgs
Bentonite seal from
1 to 3 feet bgs
#1 Sand filter pack
SS
1-2
100
from 3 to 13 feet
1
1
bgs
5-
0.010 -inch slotted
SS
2-1
100
PVC screen from 5
10—
2
3to
Very loose wet brown micaceous fine to
13 feet bgs
coarse silty sand
Boring terminated at 13 feet bgs
DRILLING CONTRACTOR AE Drilling, LLC
REMARKS Water level measured at 13.66 feet btoc on
11/20/06.
DRILLING METHOD Hollow stem auger
DRILLING EQUIPMENT CME 750
DRILLING STARTED 11115/06 ENDED 11/15/06
See: Ice sheet forsymbols and abbreviations used above.

Qore Property Sciences BORING NO. MW -103D SHEET 1 OF 1
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone]
LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 36.297 W 80.076 PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
DESCRIPTION
WELL
NSTRUCTION
o
; Uj
DEPTH
LAB
SAMPLE
BLOW
(Recovery
PID
r�
Lu
FEET
SAMPLE
TYPE
COUNTS
%
(ppm)
DETAIL
w
Very soft moist dark brown fine to coarse
sandy silt
SS
1-0
100
1
1
5
Very hard wet dark brown very micaceous
fine to coarse sandy silt
Cement grout from
SL ground surface to
SS
47-31
100
16.5 feet bgs
2
37
10
Moderate to moderately severe
weathered mica schist
90% Recovery
8% RQD
15
Moderate to moderately severe
weathered mica schist
Bentonite seal from
88% Recovery
16.5 to 20 feet bgs
10% RQD
20
#2 Sand filter pack
from 20 to 27 feet
bgs
Very slight weathered mica schist
102% Recovery
_
72% ROD
0.10 inch slotted
PVC screen from
25—
- 22 to 27 feet bgs
Boring terminated at 27 feet bgs
DRILLING CONTRACTOR AE Drilling, LLC
REMARKS Water level measured at 5.6 feet btoc on 11/20/06.
DRILLING METHOD Hollow stem auger / HO core
DRILLING EQUIPMENT CME 750
DRItliNG STAf2T1=D 11 /15/06ENDED 11 /15106
See ke sheet fors mbols and abhreu3atians used above.

Qore Property Sciences BORING NO. MW-103S SHEET 1 OF 1
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone] LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 32.297 W 80.076 PROJECT NO QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION a WELL o
DESCRIPTION NSTRUCTION > w
DEPTH LAB SAMPLE BLOW Recovery PID w u.
FEET SAMPLE TYPE COUNTS % (ppm) DETAIL w
Very soft moist dark brown fine to coarse Uement grouTrrom
sandy silt ground surface to
1.5 feet bgs
Bentonite seal from
1.5 to 3 feet bgs
#1 Sand filter pack
from 3 to 10 feet
bgs
5 Very hard wet dark brown very micaceous
fine to coarse sandy silt =
0.010-inch slotted
PVC screen from 5
to 10 feet bgs
10 Boring terminated at 10 feet bgs
�i
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a
DRILLING CONTRACTOR AE Drilling, LLC REMARKS Lithological descriptions obtained from boring
W DRILLING METHOD Hollow stem auger MW-103D. Water level measured at 5.78 feet btoc on 11/20/06.
M
z DRILLING EQUIPMENT CME 750
gDRILLING. STARTED 11/14/06 ENRED 11/14/06 See ke sheet for syrnbo4s and abbreviations used above.

BORING NUMBER MW-104BR
S. Church Street, suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 7
F)�440
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek.- Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
DATE STARTED 8/13/16 COMPLETED 9/19/16 _ GROUND ELEVATION 796.2 ft .......... _ HOLE SIZES) 9, 3.8 inches
DRILLING CONTRACTOR Cascade Drillinu, L.P. NORTHING 925781 EASTING 1685663
DRILLING METHOD Sonic _ GROUND WATER LEVELS:
LOGGED BY O. Brown, D: Bishuk CHECKED BY S. Abernathy DATE/TIME -
NOTES DATEITIME --
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DESCRIPTION
REMARKS
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(SP) SAND, yellowish brown (10YR 5/6), moist,
Hole Sizes:
fine, non -plastic, non -cohesive (FILL)
0'-100' 9"
(CL) SANDY CLAY, red (2.5YR 4/8), dry, clay
102'-151.5' 3.8"
with fine sand, medium plasticity, cohesive (SOIL)
5
sn-1
104
Continued: yellowish red (5YR 5/8)
(SC) CLAYEY SAND, reddish yellow (5YR 6/6),
1 p
dry, medium plasticity, cohesive (SOIL)
(SM) SILTY SAND, reddish yellow (5YR 6/6), dry,
fine to medium, non -plastic, non -cohesive (SOIL)
7 5
Sty _ 2
84
20
Continued: strong brown (7.5YR 5/6), moist
L25

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BORING NUMBER MW-104BR
4411S, Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 7
Phone: [phone]
h drl n c. ccxW f oll ow -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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REMARKS
0
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bD-3
12D
(SM) SILTY SAND, strong brown (7.5YR 5/6),
moist, fine to medium, non -plastic, non -cohesive
(SOIL) (continued)
Continued: reddish brown (5YR 5/4) and light
brown (7.5YR 6/4)
Continued: yellowish brown (10YR 4/4)
30
(ML) SANDY SILT, light olive brown (2.5Y 5/4),
35SD
- ti
'120
wet, non -plastic, cohesive (SOIL)
_
Q
Continued: reddish yellow (7.5YR 6/6)
Continued: olive brown (2.5Y 5/4)
46
(SW -SM) SAND WITH SILT, light olive brown
40'-50' Low recovery due to error while
(2.5Y 5/3), wet, non -plastic, non -cohesive
bagging sample
-
(SAPROLITE)
45
SD -5
84
Continued: very wet
Continued: dry
50

BORING NUMBER MW-104BR
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 3 OF 7
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
W z
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D�
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DESCRIPTION
REMARKS
oW
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5D
(SW -SM) SAND WITH SILT, light olive brown
(2.5Y 5/3), dry, non -plastic, non -cohesive
(SAPROLITE) (continued)
55
SD -6
90
60
Continued: light brownish yellow (10YR 6/4)
65
SD -7
84
67'-70' No recovery
MICA SCHIST, strong, moderately to intensely
weathered (PARTIALLY WEATHERED ROCK)
70
70'-80' Poor recovery, driller noted driller noted
alternating hard and soft drilling; Very intensely
fractured
75
11
1

BORING NUMBER MW-104BRCharlotte,
Church SSreet, Suite 900
NC 29202-2075 PAGE 4 OF 7
IM)7Z440S.
Phone; 704-338-6700
hdrlrn c. cpm If oliow- u s
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
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75
32
0
MICA SCHIST, strong, moderately to intensely
weathered (PARTIALLY WEATHERED ROCK)
(continued)
80
Continued: slightly to moderately weathered
80'-90' Very intensely fractured
85
RC -2
43
0
90
90'-100' Intensely fractured
MICA GNEISS, strong, greenish black (10G
2.5/1) with light gray (10YR 7/6) quartz bands,
schistose, fresh (SOUND ROCK)
95.
RC -3
47
0
100
99.5' Installed 6" PVC casing

AAn c rh­s-, cir..v..4 c ;* Onn
BORING NUMBER MW-104BR
Charlotte, NC 075 --- PAGE 5 OF 7
hhone: 04.336-67D0
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek -Post CSA Mditlgial Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION. Stokes County, NC
W Z
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DESCRIPTION
REMARKS
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100
MICA GNEISS, strong, greenish black (10G
100'-102' Overdrilled with 9" sonic, no sample
2.5/1) with light gray (10YR 7/6) quartz bands,
recovery
schistose, fresh (SOUND ROCK) (continued)
102'-151.5' Abundant fine grained biotite and
SCHISTOSE MICA GNEISS, greenish black
(5BG 2.5/1), very dark greenish gray (5BG 3/1),
muscovite with minor pyroxene and amphibole;
light bluish gray (5PB 7/1 and 8/1), white (7.5YR
Gneissic bands consist of plagioclase and
8/1), and pinkish white (7.5YR 8/2), alternating
quartz; Evidence of meta -sedimentary
RC -4
100
90
fine grained schistose and gneissic texture,
stretched pebbles
intensely foliated, slightly weathered (SOUND
103.1' Joint: 15°, open, Mn staining
i 05
ROCK)
104.8' Joint: 5°, open, Mn staining
105.7' Joint: 10°, open, Mn staining
RC -5
100
98
110
111.1' Joint: 20°, partially open, Fe staining
111.4' Joint: 60°, tight, Fe staining
111.5'-120' Poor recovery, foliation dip ranges
from 10°-20°, intensely mechanically
-
fractured, no staining
115
RC -6
31
0
120
120.9'-125' Closed fractures with quartz
mineralization at 120.9'-121.2' (50°), 121.5'
-
(85°), and multiple closed fractures in the
RC -7
100
100
interval 123'-125' (sets at 25°-55° and
_
70°-85°)
121.1'-121.8' Partially open fractures with
calcite and trace epidote mineralization at
-
121.1'-122' (6 at 10°-20°) and 121.7'-121.8'
(�
125
(55°)

BORING NUMBER MW-104BR
14115, Church Street, Suite 900
CheIte, NC 28202-2075 PAGE 6 OF 7
Phone: [phone]
hdri nc, com/fall ow -us
CLIENT Duke Energy Carolinas PROJECT NAME Bel ews Creek -Post CSA Additional Assessment
PROJECT NUMBER 10052280 PROJECT LOCATION Stokes County. NC
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DESCRIPTION
REMARKS
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125
SCHISTOSE MICA GNEISS, greenish black
125'-135' Numerous closed fractures with
RC -8
100
100
(56G 2.5/1), very dark greenish gray (5BG 3/1),
quartz mineralization at 125'-125.5' (sets at
light bluish gray (5PB 7/1 and 8/1), white (7.5YR
40°-55° and 75°-90°), 127.1'-128.3' (60°-70'),
8/1), and pinkish white (7.5YR 8/2), alternating
130'-130.5' (40"), 131.4'-133' (sets at 30"-400
fine grained schistose and gneissic texture,
and 60°-70°), 133.5'-135' (sets at 25°-30° and
intensely foliated, slightly weathered (SOUND
50°-55°)
ROCK) (continued)
125.4'-135' Partially open fractures with Fe
and Mn staining at 125.4'-125.6' (55°), group
of subhorizontal fractures at 127', 127.1',
-
127.8', 128.2', 129.5', and 130'(2'-10*), 132'
C
130
RC - 9
100
96
(5°), 132.6'(25-),133'(15*), and 135'(20')
"`
1.3.5_
135'-143' Numerous closed fractures with
quartz mineralization at 135.8'-136.3'
(60°-70°), 136.8'-137.1'(40--55- and
65°-90°), 137.6'-140'(25'-35' and 50°-60"),
and 141.8'-143' (25°-30° and 55°-60')
136.4'-145' Partially open fractures with Fe
RC-
100
79
and Mn staining at 136.4', 137.3'-137.6' (2 at
10
10°, 1 at 65°), 138' (20`), 138.5' (10').
140.5'-141' (3 at 5° and 3 at 45°-65"),
141.5'-143' (8 at 30°-45°), and 144'-145' (4 at
440
15°)
143.6-151.5' Numerous dosed fractures with
quartz mineralization at 143.5'-144.7'
145
(500-60°), and 145'-151.5' (5"-10°, 600-65°,
and 70°-85°)
145.2'-151.5' Partially open fractures with Fe
_
and Mn staining at 145.2'-146.5' (8 at 10°-20"
and 1 at 90°), 147'-148.4' (5 at 100-20° and 1
at 90'), 149.2'-151.5' (8 at 10°-20")
-
RC -
91
54
150

BORING NUMBER MW-104BR
440 S, Church Street, site soo
Charlotte. NC 28202-2075
PAGE 7 OF 7
Phone:
nne: 7704-338-5700
hd0nc.comllallow-us
CLIENT Duke EnergV Carolinas
PROJECT NAME Belews Creek - Post CSA Additional Assessment
PROJECT NUMBER 10052280
PROJECT LOCATION Stokes County, NC
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Eioring terminated at 151.5'. screened interval
set at 144'-149', monitoring well installed
-
9/19/16
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Bottom of borehole at 151.5 feet.
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Qore Property Sciences
BORING NO. MW -104D
SHEET 1 OF 3
281 Fairforest Way
Greenville, South Carolina 29607
PROJECT Duke Power
Telephone: [phone]
LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 36.289 W 80.066
PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION
DATUM
LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
WELL
o
DEPTH LAB ,SAMPLE BLOW
,RecoveryPID
<
DESCRIPTION
—,
NSTRUCTION
w U-
FEET SAMPLE TYPE COUNTS
0 (ppm)
�
DETAIL
W
Firm dry light reddish brown fine to
medium sandy silt
SS I 4-4 100
1 + 4
SS 3-3 [ 100
2 3 I
it
Firm to stiff dry reddish brawn micaceous
fine to medium sandy silt
SS 4-3 1 100
3 3
15
Cement grout from
ground surface to
70 feet bgs
SS 1 4-3 100
4 4
20
I 5S 45 100
25-1 IF
SS 4-4 I 100
6 4
�� 1 �J � � � � � r� Stiff moist light brovvn to brown micaceous
5S 4- 100 I fine to medium sandy silt
L
DRILLING CONTRACTOR AE Drilling, LLC REMARKS Water level measured at 41.55 feet btoc on
L 11/29/06. H core
n [DRILLING METHOD Hollow stem au er
Z DRILLING EQUIPMENT CME 750
3 DRILLING STARTED 11114106 ENDED 11/14/06 j \See key sheet for symbols and abbreviations used above. JJ

Qore Property Sciences BORING NO. MW -104D SHEET 2 OF 3
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone]
LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 36.289 W 80.066 PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
a
WELL
o
DESCRIPTION NSTRUCTION
< w
DEPTH
LAB
SAMPLE
BLOW
Recovery
PID
F
^
w o_
FEET
SAMPLE
TYPE
COUNTS
%
(ppm)
DETAIL
w
Stiff moist light brown to brown micaceous
fine to medium sandy silt (continued)
SS3
-7
100
8
8
40
Stiff moist brown to dark brown Fine sandy
silt
SS
6-6
100
9
7
45
Hard wet brown to gray micaceous fine to
-
SS
11-19
100
medium sandy silt
10
27
50—
—
Cement grout from
ground surface to
SS
Partially weathered rock sampled as very
70 feet bgs
— 11
50/2"
0
hard dark brown micaceous fine to coarse
sandy silt
55
SS
— 12
50/4"
0
60—
SS
13
50/4"
0
65
i
Moderately severely weathered mica
gneiss
77.5% Recovery
! 70—
s
5% RQD
!
Bentonite seal from
i
i
70 to 74 feet bgs

Qore Property Sciences BORING NO. MW-104D SHEET 3 OF 3
281 Fairforest Way
Greenville, South Carolina 29607 PROJECT Duke Power
Telephone: [phone] LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 36.289 W 80.066 PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION DATUM LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
WELL
o
DESCRIPTION
NSTRUCTION
w
DEPTH LAB SAMPLE BLOW Recovery PID
w LL
FEET SAMPLE TYPE COUNTS % (ppm)
^
DETAIL
w
#2 Sand filter pack
te to moderate) sever)
Y Y
from 74 to 64 feet
red mica gneiss
bgs
ecovery
red to slightly weather mica gneiss
ecovery
[18%
80
QD
0.010-inch slotted
PVC screen from
79 to 84 feet bgs
Boring terminated at 84 feet bgs
i
f
I
i
i
1

Qore Property Sciences
BORING NO. MW -104S
SHEET 1 OF 2
281 Fairforest Way
Greenville, South Carolina 29607
PROJECT Duke Power
Telephone: [phone]
LOCATION Belews Creek, NC
Fax: [phone]
COORDINATES N 36.289 W 80.066
PROJECT NO. QORE Job No. 7598
SURFACE ELEVATION DATUM
LOGGED BY Lynn J. Hendrix
SAMPLE INFORMATION
WELL
o
_
DESCRIPTION
NSTRUCTION
w
DEPTH LAB SAMPLE BLOW Recovery PID
w u.
FEET SAMPLE TYPE COUNTS % (ppm)
al
DETAIL
w
Firm dry licht reddish brown fine to
5
10
E
25
30
medium sandy silt
Firm to stiff rliy reddish brown micaceous
fine to medium sandy silt
------------------
Stiff moist light brown to brown micaceous
fine to medium sandy silt
Cement grout from
ground surface to
29 feet bgs
Bentonite seal from
29 to 31 feet bgs
#1 Sand filter pack
from 31 to 43 feet
bgs
DRILLING CONTRACTOR AE Drilling, LLC REMARKS Lithological descriptions obtained from boring
DRILLING METHOD Hollow stem auger MW -104D. Water level measured at 42.34 feet btoc on 11129/06
DRILLING EQUIPMENT CME 750
5 DRILLING STARTED 11/14/06 ENDED 11/14106 abbreviations used above.

BORING NUMBER MW-200BR
4.10 S. Church Street, Suite 900
28202-2075 PAGE 1 OF 3
F)ICharlotte,
Phone: [phone]
h d ri nc. comlfoll ow -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 4/24/15 COMPLETED 4/29/15 GROUND ELEVATION 633.65 ft HOLE SIZE(S) 10, 5.9, 4.9 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 929442.68 EASTING 1683073.64
DRILLING METHOD 4 1/4" ID HSA, 10", 5 7/8" and 4 718" TMR, HQ Core GROUNDWATER LEVELS:
LOGGED BY O. Brown CHECKED BY J. Catches DATE/TIME 7/7/2015 -- Flowing Artesian
NOTES North of Active Ash Basin DATE/TIME --
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DESCRIPTION
REMARKS
N6
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(ML) CLAY WITH GRAVEL, Very Soft, Strong
Hole Sizes:
SS -1
0 -2-0tel
18
Brown (7.5YR 4/6), Low Plasticity, Moist,
10" 0'- 12.3'
Cohesfve(SOIL) '...'
5.9" 12.3'- 32.3'
4.9" 32.3'- 50.5'
(ML) SILT, Very Soft, Brown (10YR 5/:3), Low
Plasticity, Wet, Noncohesive
0'-1.5' Total Inorganics and TOC Samples
Obtained
Zero Blowcounts Indicates SPT
Advancement Under Weight of Hammer
Water Level 1.7' BGS During Drilling
5
(GP -GM) GRAVEL WITH SILT AND SAND,
5'-6.5' Total Inorganics and TOC Samples
SS -2
5-176
10
Medium Dense, Gray (2.5Y 5/1), Non -Plastic,
Obtained
tz31
Wet, Noncohesive (SAPROLITE)
Continued: As Above Except Medium Dense,
Ss - s
sols"
S
10
Very Dark Gray (2.5Y 3/1), Non -Plastic, Moist,
Noncohesive (SAPROLITE/WEATHERED
ROCK)
11.2' Joint, 100, Open, Mn and Fe Staining
................_...-
12.3' Auger Refusal
-
QUARTZ -FELDSPAR GNEISS, Strong, Dark
Gray (N4), Thinly Banded to Massive Textured
12.3' 6" Casing Installed, Grouted to
RC -1
100
gq
(SOUND ROCK)
Surface
12.3' Began HQ Coring
12.3'-14.1' Fresh, Slightly Fractured
15
12.3'-17.3' Well Point (Falling Head)
Permeability Test Conducted 4/25/15
RC -2
100
63
15.8'-15.9' Total Inorganics and TOC
Samples Obtained
17.3'-20.3' Massive Texture Dominant,
Fractures Likely Mechanically Induced on
Weakly Healed Fractures; Fresh to Slightly
100
87
Decomposed
Continued: As Above Except Dark Greenish
20
Gray (5G 4/1)
20.3'-25.3' Fresh Rock, Minor Staining on
Few Natural Fractures
21.5'-22.5' Joint, Open, Dominant Orange,
Red and Brown Mn and Fe Staining
RC -4
100
78
21.6'-22.5' Kd, HFO, Mineralogy Samples
-
Obtained
25

BORING NUMBER MW-200BR
440 S. Church Street, Suite 900
2075 PAGE 2 OF 3
F)ICharlotte,
Phone: 7pd-3-338-8708-fi700
hdrinr. co m /fol low -us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
CL
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L
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25
—i
MICA SCHIST, Strong, Dark Gray (N4),
25.3'-30.3' Fresh Rock, Single Fracture
Increasing Mica and Garnet Content (SOUND
25.7' Joint, 00, Open, Mn and Fe Staining
ROCK)
RC -5
100
100
30
30.1' Joint, 750, Open, Mineralization Infilling
RC -6
100
100
- -
32.3' 5" PVC Casing Installed, Grouted to
Surface
FLASER GNEISS, Strong, Very Dark Gray
32.5' Joint, Open, Clean, Rough
(N3), Intensely Foliated (SOUND ROCK)
32.8'-38' Well Point (Falling Head)
RC -7
85
85
Permeability Test Performed 4/30/15
35
MICA SCHIST, Strong, Very Dark Gray (N3)
(SOUND ROCK)
RC -8
100
100
QUARTZ FELDSPAR GNEISS, Very Strong,
Dark Bluish Gray (513 4/1), with Purple Streaks
(SOUND ROCK)
39'-45' Packer Test Conducted 4/30/15
40
100
RC -9
100
45.3'-50.3' Packer Test Conducted 4/30/15
45
RC-
49'-50.3' Flowing Artesian Conditions
10
100
100
Boring Terminated at 50.3' BGS r..-.
Borehole Reamed to 50.5'
5p
RC-
100
85
Monitoring Well Installed on 4/29/15

BORING NUMBER MW-200BR
S. Church Street, Suite 9111
Charlotte, NC 28202-2075
PAGE 3 OF 3
F)7Z�440
Phone:[phone]
hdrl n c. comlfol low -us
CLIENT Duke Energy Carolinas
PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829
PROJECT LOCATION Stokes County, NC
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DESCRIPTION REMARKS
MO EO
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Well Screened Interval 45'-50' BGS
Bottom of borehole at 50.5 feet.
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Charlotte, NC 2075 PAGE 7 OF 2
8-670
Phone: [phone]
F)R
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/20/15 COMPLETED 3/20/15 GROUND ELEVATION 786.87 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR _ Parratt-Wolff, Inc. NORTHING 921466.71 EASTING 1683335.39
DRILLING METHOD 4 1/4" ID Hallow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. PhillipsCHECKED BY J. CatchesDATE/TIME ---
NOTES South of Site, Steam Plant Road DATE/TIME --
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DESCRIPTION
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YNONWELL
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0:0
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*See MW-202BR for Lithology*
Boring Advanced for the Purpose of
Obtaining Samples
5
10
15
20
25

A A n C rh, in..5. 04--1 Q..;+- nnn
BORING NUMBER MW-202GTB
Charlotte, 28202-2075 PAGE 2 OF 2
-3
Phone- 7q4-338-fi70q
hdrinC. co mlfall ow- us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
I CL �
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MONITORING
WELL
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25
*See MW-202BR for Lithology*
30._
35
40'-42' Total Inorganics and TOC Samples
40
Ss -1
20-17-22
Obtained
_
(39)
45
Water Level 44.9' BGS During Drilling
l
47'-49' Total Inorganics and TOC Samples
9-7013
Obtained
Boring Terminated at 49' BGS, Grouted to
.................
Surface on 3/20/15
Bottom of borehole at 49.0 feet.

D
Dan Bergntan/AE Drilling
I
1,
SAMPLES
4.25" (ID) HSA, HQ Core
HOLE DIA.;
E
SOIL CLASSIFICATION
E
1.
I
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Il
SEG KEY S)'K1DOL SE IF..ET FOR EXPLANATION OF
N
E
N
I'
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((')
SYMBOLS AND ABBREVIATIONS DFLOW,
ll
(ti)
1.
E:
C �
REMARKS
Yellowish brown (10 YR 516) clayey sarin (SC) (profialtic
manmade berm 20 feet Rom location
fillidisturbed alluvium), [inn, sonic (.names, little grava.l, we(
indicative of disturbed urea/earhwoik
to very moist
5
SS -1
9-28-46
Hard drilling
UgJu olive brown (2.5 Y 513) &illy sand (SM), little gravel
tangulur rock fingments), micaceous, very dense, trace
garnets, some relic( rock structure, moist
drill cha(ter
to
SS -2
50/0.4
E3intitu quanzgnriss [[lodrac4.), Dark grey (7.5 )'R 46) with
RC 1 (Rel.= 9640, RQD= 304o)
somett'hite (7.5 YK 81G), vcrryystrong, Wowed, gneissic,
5
RC -1
trace auger fractural al 11.3, at 11.6 inch
lurrlionlal iron malmd 65 degree iron
thinly to meziium foIiattd fresh, competent, rnoderateiv
fractured
alainedjoint (aper) m 1 i.9, roar horizontal
pi nig rmss cui m C+5 ckgices %vilb iron
sluing at I) S to 13.5, mechanical break at
15
13.8, two iron stained joints at 14.1, nvo
80 degree joints with moderately healed
mineralization at 15.5 rwl.
RC -2
RC 2 (Rcc= 1004'., RQI)= 100%)
horizontal iron stained joint at 15.9,
horizonlal iron stained joint at 16.5, 20
degree iron stained Joint at 17. 1, iron
stained joint at 16.8, horizontal imn stained
20
joints at 16.8 - 17.1 and 17.3, vertical
moderatclyhealcd imn mairiod mineralized
joint from 19.5 1x'_10.5 reel.
25
30
35
40
Ie
DRILLER:
Dan Bergntan/AE Drilling
EQUIPMENT:
CME 750 AYv
METHOD:
4.25" (ID) HSA, HQ Core
HOLE DIA.;
8" HSA, HQ Core
RENIARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
017 SUBSURFACE CONDITIONS ,ATTHE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEwEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
11 SOIL TEST BORING, RECORD 11
PROJECT: Belews Creel: Stearn Station
WELL TD: MW -200D
November 12, 2010
PROD, NO.: 6228105284.04 PAGE 1 ON 1
fJM A CTEC

D
E
P
T
11
(0)
10
15
20
25
30
35
40
45
DRILLER:
I_
E
SAMPLES
METHOD:
4.25" (ID) 11SA
HOLE DIA.:
8"
SOIL. CLASSIFICATION
E,
L
IN
-COUNT
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E
D
f
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Y
SEE KEN SY14301. SRE.LT FOR EXPLANATION OF
N
N
F'
SYMDOf.S AND ABBREVIATIONS BELOW.
D
(f)T
E
f '2
REMARKS
Yellowish brown (Ill YR 5/6) clayey sand (SC), wv to very
moisi, some organic.,, gravel
Auger refusal al 10.8 feet below ground surface
DRILLER:
Dan BergmanlAE Diill ing
EQUIPMENT:
CME 750 ATV
METHOD:
4.25" (ID) 11SA
HOLE DIA.:
8"
RF,MARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORA'T'ION
LOCATION, SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER,
INTERFACES BEWEEN STRATA ARE APPROXIMATE,
TRANSITIONS BE'T'WEEN STRATA MAY BE GRADUAL.
_.
_ ..._ SOIL TEST BORING RECORD
PROJECT: Belews Creek Steam Station
NVELL ID: MW -200S
November 12, 2010
PROJ. NO.: 6228105284.04 PAGE I OF Ill
MArTEC

BORING NUMBER MW -201 BR
440 S. Church Street, Suite 900
Charlotte, 28202-2075 PAGE 1 OF 5
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Addlilonai Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County, NC
DATE STARTED _4/6/16 COMPLETED 4/20/16 GROUND ELEVATION 781.37 HOLE SIZE(S) 9, 4 inches
DRILLING CONTRACTOR Cascade Drilling, L.P. NORTHING 928567.62 EASTING 1686927.90
DRILLING METHOD Sonic _ GROUND WATER LEVELS:
LOGGED BY M. Pelletier CHECKED BY 7 - DATE/TIME 4/21/2016 8:00:00 AM 33.10 ft
NOTES _ 1 DATEITIME --
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REMARKS
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Refer to MW -201 D for lithology 0'-30.5'
Hole Size(s):
9" 0'-46.5'
5" 46.5'-105.3'
0'-5' Hand augered to clear utilities
5
10
15
20

BORING NUMBER MW -201 BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 5
,M)7ZPhone: 704-338-6700
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Selews Creek Post -CSA Additional Assessment _
PROJECT NUMBER 269377 _...__ PROJECT LOCATION Stokes County, NC
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Refer to MW -201 D for lithology 0'-30.5'
30
HORNBLENDE GNEISS, very strong, in bands
of greenish black (10GY 2.5/1) and gray (N6), Two sub -horizontal Fe stained fractures, trace
finely foliated (dark green) and granular (gray), pyrite on a few broken foliation planes, single
-
massive, fresh, dark green bands contain grains sub -vertical fracture Fully healed with quartz
of olivine, gray bands contain quartz and
Si7 1
31
plagioclase (WEATHERED/FRACTURED ROCK)
Q
35
SD -2
51
QUARTZ -FELDSPAR GNEISS ,very strong, 37.5'-38.0' Driller reports soft zone within very
greenish gray (10G 5/1) and dark greenish gray hard drilling
(10G 4/1), non -foliated, medium to coarse
grained, massive, with bands of foliated
hornblende gneiss up to 3" thick (SOUND ROCK)
40
i-
i
SD -3
53
i
45' Veins of rose quartz and potassium
45
feldspar throughout (<1 mm) but more
HORNBLENDE GNEISS, very strong, in bands, pronounced (up to 15 cm) form 51' to 53',
SD -4
17
greenish black (10GY 2.5/1) and gray (N6), finely bands of non -foliated felsic minerals, trace
r
foliated (dark green) and grandular (gray), pyrite on foliation surfaces
massive, fresh, dark green bands contain grains 46'-55' Falling head test with no change in 15
of olivine, gray bands contain quartz and minutes
plagioclase (SOUND ROCK) Set 6" PVC casing, begin coring below after
i
grout cures
'•
RC -1
100
46'-65' Falling head test with 0.17 feet of
change in 15 minutes
50

BORING NUMBER MW -201 BR
44(3 S. Church Street„ Sulte 100
Charlotte, NC 28202-2075 PAGE 3 OF 5
Phone: 704-33M700
F),
hdrinc.corn/€oliow-us
CLIENT Duke Energy Carolinas ........... PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes County. NC
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50
HORNBLENDE GNEISS, very strong, in bands,
46-73' Falling head test with 0.15 feet of
greenish black (10GY 2.5/1) and gray (N6), finely
change in 15 minutes
foliated (dark green) and grandular (gray),
massive, fresh, dark green bands contain grains
of olivine, gray bands contain quartz and
RC -2
100
plagioclase (SOUND ROCK) (continued)
Falling head test with 0.10 feet of
change
change in 15 minutes
46'-90' Failing head test with 0.17 feet of
55
change in 15 minutes
RC -3
80
58'-65' Irregular bands of quartz -feldspar
gneiss up to 4" thick
60
RC -4
100
65
RC -5
94
70
RC -6
62
75

BORING NUMBER MW -201 BR
441 S. Church Street, Sulte9011
Charlotte, NC 28202-2675 PAGE 4 OF 5
Phage: 704-338-6700
hdrine.com/fallow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek Post -CSA Additional Assessment
PROJECT NUMBER 269377 PROJECT LOCATION Stokes Countv, NC
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DESCRIPTION REMARKS
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75
HORNBLENDE GNEISS, very strong, in bands,
greenish black (10GY 2.5/1) and gray (N6), finely
foliated (dark green) and grandular (gray),
massive, fresh, dark green bands contain grains
of olivine, gray bands contain quartz and
RC -7
87
plagioclase (SOUND ROCK) (continued)
80
RC -8
100
85
RC -9
100
90
Continued: Gradual change to a larger percentage
of quartz and plagioclase and a smaller fraction of
hornblende and olivine
RC -
88
10
95
3egin rock coring
RC-
C -
100
100

440 S, Church Street, Suite 900
Charlotte, NC 28202-2075
Phone: [phone]
hdrino: comlfollow•u s
CLIENT Duke Energy Carolinas
PROJECT NUMBER 269377
BORING NUMBER MW -201 BR
PAGE 5OF5
PROJECT NAME Bel ews Creek Post -CSA Additional Assessment
PROJECT LOCATION Stokes County, NC
1Z
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Of
ft
lr
100
Continued: Gradual change to a larger percentage
100'-105' Falling head test with 0 14 feet of
of quartz and plagioclase and a smaller fraction of
change In 15 minutes
hornblende and olivine (continued)
RC-
Packer test conducted on 4120/2016 indicates
12
74
that the bottom 6.9 feet of the boring produces
more water than the entire upper section of the
boring
105
JU
i pH 6.0 SUs after evacuation with sWbM
Bottom of borehole at 105 3 feet

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix B, Sample Photographs
Photo 1 — MW-201BR: Sample SC -1 Depth: 30.5'- 35.0' Date: 04/18/16
r Carrwrc :,gW3r: &4tam
Photo 2 — MW -201 BR: Sample SC -2 Depth: 35.0'- 40.0' Date: 04/18/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment 1 ��
Appendix B, Sample Photographs r
: AIM -221 M I
pemr- : va=45c'
Photo 3 — MW -201 BR: Sample SC -3 Depth: 40.0'- 46.0'
A T„k. r_._
Date: 04/18/16
t
Photo 4 — MW -201 BR: Sample SC -3 Depth: 45.0'- 46.5' Date: 04/18/16
hdrinc.com 440 S Church Street. Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA GroundwaterMsessment 1
Appendix B, Sample Photographs r
I'm T c RyyQD� 'Puri T 13.f 'Pe -4
fir' YL`, xc wtF "iT y:{ i?,h,OA •t brCU
INS,
VA i. trpyi�i
�j--
Photo 5 — MW-201BR: Box 1 of 5 Depth: 46.5'- 56.4'
Ave
Date: 04/18/16
uN T 1 c p Gds J?uM To ad &, �
q0 f
r :r4 s ♦ 3 ;,o 0" 'Sn
ly..
'04Z
�� fir. � �1�[Q �AiP +�� ' i rvt n la z) � �•� .
IT
Photo 6 — MW-201BR: Box 2 of 5 Depth: 56.4'- 67.3'
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
Date: 04/18/16

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
B, Sample Photographs
$S - 5�
u'+ T r �vN
Ta $a{x
l■ui' GS,�C
i41-1 AILS ;acy.x`
,.ars
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,>
4-1�afi�
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1L1 {ra�'e:l
-.al � I��) —
41T -
AID
:..
r
� a I
Photo 7 — MW -201 BR: Box 3 of 5 Depth: 67.3'- 81.0'
Date: 04/18/16
Photo 8 — MW -201 BR: Box 4 of 5 Depth: 81.0'- 90.9' Date: 04/18/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment L�
Appendix B, Sample Photographs r
Photo 8 — MW -201 BR: Box 5 of 5 Depth: 90.9'- 105.0' Date: 04/18/16
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

D
Dan Bergman/AE Drilling
1„
F
SAMPLES
4.25" (10) HSA, IIQ Curt;
1101.E DIA,:
8" HSA, HQ Care
P
SOIL CLASSIFICATION
e
L
)
Nd rit.1N'I
T
G
E
E
V
D
1'
l
H
SFT KFY SYMBOL SFIF.:ET FOR EXPLANATION OF
N
N
P :D10
(A)SYNIBOLS
AND ABRREVIATIONSBELOW.
D
(H)
T
E � (71'2
REMAI;tKS
0
Roddi5h bmwa (2 .5 YR 41b sandy sift (NU. s1IlY diy.
SS -I
3-5-7
SS -2
3-4-6
Grayish hWa Nd 0 YR ft) silty sand; SS1), very louse to
loose
t0
to
Pinkish gray (5 YR 7r?I ailty sand (3M), loose
SS -3
2 -?-3
ti -
15
-
Reddlqh yellow 0 YR 6/6-) silly sant (%, M), ve y Ir3asr -
—
SS -4
2-22
20
—
White( t U Y. 31 sihy sand (SMl. verydcnv% velli i , 4 —
structure, dry
SS -5
15-33-23
_5
-
2S
- -
Gray gneissic t"tured partially weathered rock (PWR)
SS -(i
22-50l4
30
Qunru hoot to gre65LN (Bedrock), dark gm (2-5 Y 310). vary
RC 1 (Rec= 1004o, RQD=' 100%)
30
sirtutg fidd Ortrtrlh, peif.* teenntre, thinly t'oliated, fresh.
RC -11
iron staining on tip of core at 29.9
cornpettnt, slightly 111rarlured, white quartz Inclusions (7.5 YR
inachine break at 31
7/0)
hammer break at 31.5
horizontal joint with staining (fracture) at
31,9
horizontal joint with staining (fracture) at
35
32,7
machine brzuk at 33.3
35
Rf,
horizontal joint with minor staining at 34.5 -
twnnner break at 35.1
RC2 (RQD = 100%)
35.4-35.8 Intinscly fractured, iron staining, .
moderately decomposed in fracture znne
RC 3
only
horizontal joint with staining (fracture) at
)
40
36
RC -4
horizontal joint with staining (fracture) at
36,1
mechanical break at 36.5
mechanical break at 37
RC; 3 (RQD= 93%)
<
horizontal fracture with minor staining at
--- ---
DRILLER:
Dan Bergman/AE Drilling
EQUIPMENT:
CME 750 ATV
METIIOD:
4.25" (10) HSA, IIQ Curt;
1101.E DIA,:
8" HSA, HQ Care
REMAKKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURF'AC'E CONDITIONS ATT't1E EXPLORA'I"ION
LOCATION, SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE,
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORYNG RE' CORD
PROJECT- Belews Creel: Steam Station
WELL 11); MW -201D
November 16, 2010
PRtOJ. NO.; 6225105284,04 PAUL; 1 OF 2
OMACTEC

D
SOIL CLASSIFICATION
L r
E L
SAMPLES
I
N-COUNT
p
P
T
G r:;
E V
F
'r'
Y
H SES KEY SYMBOL SILEEr POR EXPLANATION OF
N
P
io ° o
(Ir SYMBOLS AND ABBREVIATIONS BELOW,
D (f))
N
f
N
R -MARK,
4�
mechnnical break at 37.9
horizontal joint fi•acture at healed quart
infilling at 39.5
RC 4 (RQ.D= 8696)
mcchanieai break at 40.3
tncehanical break at 40.6
mechanical break at 40.8
50 —
near horizontal join with minor staining at
50
412
mechanical break at 4_1
mcrhanical break along quartz infilling it
0.3
mechanical break at 43.2
— 45
55
60
tl4
65
65
74
—
70
75
-
75
80
90
85
_
85
90
DIULLER: Dan Bergman/AE Drilling
EQUIPMENT: CME 750 ATV
METIIOD: 4.25" (ID) HSA, HQ Core
HOLE DIA.: S" HSA, 1 IQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MA)' DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL,
SOIL TEST BORING RECORD
PROJECT. Belews Creek Steam Station
WELL Ill: MW -201D
November 16, 2010
PROD NO.: 6228105254,04 PAGE 2 OF.2
'! MACTEC

BORING NUMBER MW-202BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 6
Phone: [phone]
hdri nc. comifollow-us
CLIENT Duke Enengy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/6/15 COMPLETED 3/19/15 _ GROUND ELEVATION 786.87 ft HOLE SIZE(S) 10, 5.9, inches
DRILLING CONTRACTOR Parraft-Wolff, Inc. NORTHING 921469.71 EASTING 1683338.39
DRILLING METHOD 3 7/8", 5 7/8" and 10" TMR, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Vasquez CHECKED BY J. Catches Q DATE/TIME 7/7/2015 45.32 ft / Elev 741.55 ft
NOTES South of Site. Steam Plant Road 1 DATEITIME -
z
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DESCRIPTION
REMARKS
IL
Mo
C
ED
0
go
0
Hole Sizes:
10"0-81'
(ML) SILT Reddish Yellow (5YR 6/8),
5.9" 81'- 105'
Non -Plastic, Dry, Noncohesive. (SOIL)
3.8" 105'- 130.5'
0'-5' Hand Augered
5
Continued: As Above Except Very Stiff, Red
SS - 1
E
46-20
18
(1 OR 5/8) and Pale Yellowish Pink (7.5YR
(2e)
9.5/2)
10
Continued: As Above Except Stiff, Light Red
sS - 2
3-4-6
5
(2.5YR 6/8), Moist
(fo)
15
Continued: As Above Except Pale Brown (10YR
SS - 3
4-6-s
a
6/3), Micaceous
(12)
20
(SM) SILTY SAND, Medium Dense, Pink
20'-21.5' Mn Staining
SS -4
5-
9
(7.5YR 7/4), Non -Plastic, Dry, Noncohesive,
-
(122i)
Micaceous, Fine Grained (SOIL)
' 25

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BORING NUMBER MW-202BR
440 S. Church Street, Suite 900
Ch, NC 28202-2075 PAGE 2 OF 6
IM)7zPhone:one: 704-338-6700
hdrinc.com/foltow-us
CLIENT Duke Energy CarolinasPROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, -NC
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Y DESCRIPTION REMARKS
MPNnUF71NR
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MO*
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25
(SM) SILTY SAND, Loose, Very Pale Brown
SS -5
5-5-5
(10)
10
(10YR 7/4), Fine Grained, Nan -Plastic, Dry,
Noncohesive, Uniform, with White Bands,
Micaceous, Mn Staining (SAPROLITE)
30
Continued: As Above Except Reddish Yellow
SS - 6
3(a
13
(5YR 6/8)
35
Continued: As Above Except Moist
�SS-7
5-
(100))
11
40
Continued: As Above Except Medium Dense,
SS - 8
7-&13
10
Yellow (10YR 7/8), Dry, Fe Staining 40'-41'
(21)
45
Continued: As Above Except Very Dense, Mn
SS - 9
16-2941
14
Staining, with Coarse Sand Lens at 45.5'
(70)
50

BORING NUMBER MW-202BR
S. Church street. Suite 900
Charlotte, INC 282132-2075 PAGE 3 OF 6
F)7Z441
Phone: 7D4-338-6700
hdrinc.comlfollow-us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION _Stokes County, NC
ar j
9
e
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Lu
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DESCRIPTION
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U W
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REMARKS
MONITORING
WELL
D
0-U
m0UZ
n0
0_0
U
QO
W
W
O
50
(SM) SILTY SAND, Medium Dense, Banded
to
a-6-11
(17)
14
Pale Olive (5Y 7/3) and White (N8), Fine
Grained, Non -Plastic, Dry, Noncohesive
(SAPROLITE) (continued)
55
SANDY SILT, Hard, Very Pale Brown
t(ML)
SS-
16-1s-z0-
13
(10YR 7/4), Non -Plastic, Dry, Noncohesive,
11
(43)
Fine Grained (SAPROLITE)
60
_
(SM) SILTY SAND, Dense, Yellowish Brown
60'-61.5' Total Inorganics, and TOC
SS-
6-16-20
18
(10YR 5/6), Non -Plastic, Moist, Noncohesive
Samples Obtained
12
(36)
(SAPROLITE)
65
Continued: As Above Except Very Dense,
95.5'-97' Fresh to Slightly Decomposed.
SS -
10-31-
13
50/2"12
Yellowish Brown (10YR 5/6) to Yellow (10YR
Moderately Fractured
8/8) (SAPROLITE/WEATHERED ROCK)
70
Continued: As Above Except Light Brownish
SS -
15-24-32
18
Gray (10YR 6/2)
(5s)
i_
i
i
75

BORING NUMBER MW-202BR
441,5. Church Street, Suite 900
Chadotte, NC 28202-2075 PAGE 4 OF 6
Phone: [phone]
hdr)nc.comftllow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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DESCRIPTION
REMARKS
rr0FHNG
WELL
W
dU
co0>
00
wU
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0
W
W
0
Z
75 ;can
55 -
5015•
6
(SM) SILTY SAND, Very Dense, Light
15
Brownish Gray (10YR 6/2), Non -Plastic, Moist,
Noncohesive, (SAPROLITE/WEATHERED
ROCK)
79' Hard Drilling/Rig Chatter
80
80' SPT Refusal
81' Auger Refusal, Reamed With 10" TMR
SS-
5010-
0
16
81'6" PVC Casing Installed, Grouted to
SCHISTOSE MICA GNEISS, Very Weak,
Surface 3/12/15
Brownish Yellow (10YR 6/6), Thinly Foliated
81' Began HQ Coring
(WEATHERED/FRACTURED ROCK)
81'-83' Fractures, 20°-60°
81'-86' Well Point (Falling Head)
Permeability Test Conducted 3/17/15
54
0
QUARTZ FELDSPAR GNEISS, Moderate,
83'-86' 70° Fracture with Quartz Infilling
White (7.5YR 8/1), Massive
(WEATHERED/FRACTURED ROCK)
85
86'-97' Slightly to Moderately Decomposed,
SCHISTOSE MICA GNEISS, Brownish Yellow
(10YR 6/6), Medium Foliated (SOUND ROCK)
Moderately to Intensely Fractured
87'-90.5' Fractures, 0°-60° With Quartz
Infilling and Mn Deposits
RC-2
96
51
90
90.5'-93' Vertical Foliation
RC-3
64
18
93'-95.5' Foliation, 30°
95
95.5' - 100.5 Fresh, Moderately Fractured
96-106' Packer Test Conducted 3/19/15
k
QUARTZ-FELDSPAR GNEISS, Weak, Light
Gray (5Y 7/1), Thinly Foliated (SOUND ROCK)
-
RC -4
100
gg
10U
:.I.

BORING NUMBER MW-202BR
1418- Church Street, sults 900
Charlotte, 28202-2{]75 PAGE 5 OF 6
-3
Phone: [phone]
hdrinc. comlfol low -us
CLIENT Duke EneLgy Carolinas ...... ... PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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REMARKS
MOMTOFUNG
wr��
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100
I
FLASER GNEISS, Weak, Light Gray (5Y 7/1), 100.5' Foliation, 60°
k
Thinly Foliated (SOUND ROCK)
—`
SCHISTOSE MICA GNEISS, Weak, Dark
Bluish Gray (10138/1), Thinly Foliated (SOUND
=
ROCK)
-
RC -5
98
54
io5
106'-116' Packer Test Conducted 3/19/15
-
i
i
RC -6
100
80
110
110.5' Foliation, 30°-40°
i
i
Continued: As Above Except Moderate
'
i
RC -7
100
66
}
114' 90° Fractures with Calcite Infilling
115
Continued: As Above with Feldspar Phenocrysts 115'-120.5' Foliation, 30°-40°, Healed
s
--
Fracture, 70°, Feldspar Phenocrysts
i
i
S
RC -8
100
80
FLASER GNEISS, Moderate to Strong, Dark
Bluish Gray (10134/1), Thin to Medium Foliated
i
(SOUND ROCK)
120
i
7
i
QUARTZ -FELDSPAR GNEISS, Strong, Dark
Bluish Gray (10B 4/1), Phyllitic in Part (SOUND
RG -9
96
80
ROCK)
e
125

BORING NUMBER MW-202BR
440 S. Church Street, Suite 900
Charlotte, 28202-2075
PAGE 6 OF 6
one:704-3-338-6700
Phone:
hdrinc.comlfollow-us
CLIENT Duke Energy Carollnes PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 _ PROJECT LOCATION Stokes County, NC
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MONiT6R]F}G
WELL
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125
QUARTZ -FELDSPAR GNEISS, Strong, Dark
Bluish Gray (10B 4/1), Phyllitic in Part (SOUND
f
ROCK) (continued)
RC-
100
90
10
Boring Terminated at 130.5' BGS
130
Monitoring Well Installed on 3/19/2015
Well Screened Interval 98'-103' BGS
Bottom of borehole at 130.5 feet.
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DRILLER: William Burnette/AE Drilling
EQUIPMENT: CME 750 ATV
K4ETI`IOD: 4,25" (ID) I ISA, IIQ Core
HOLE DIA.: e" HSA, HQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWFEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING RECORD
PROJECT: Belews Creek Steam Station
WELL ID: MW -202D
December 15, 2010
PROJ. NO.: 6225105284,04 PAGE 1 OF 2
AVMACTEC
SAMPLES
SOI[, CLASSIFICATION
E
1•
I
N -COI . T
1'
1..
Ci
I7,
D
T.
hl
SEF. KEY SYMBOL SHEET FOR El PLANATION OF
I.,
N
V
f,
1
l'
(p1
SYMBOLS AND AnDRMATIONS BELOW.
D
(fo
T
RS
REMARKSK
Reddish brown (5 YR416) clayey silt (til), slily, micaceous
SS -1
�I-rl-b
— 5
Light brown (7,5 YR 7/6) elay'ay sill (NIL.), sliff, micaceous,
X
sonic ri'ddish brown mottling
SS=_'
4-5-6
10
Ligln hrm n (7.5 YR 7l6) clayey silt (ML.), sli[i: micaceous,
some r:aldish brown mottling, some (:mCOJ SMondary
SS -3
34-6
15
mineruli7ation
SS -4
2-4.5
20
Reddish brown (2.5 YR 5,16) clayey silt (KIL) with light brown
and black molding, stiff
SS -5
4.5-8
— 25
Light brown (10 YR 6/8) clayey sill (10L) with while and
hlaCk mottles, stiff to verystill', micaceous
SS -6
5-5-7
30
SS -7
12-12-I5
35
SS -8
x
2-7-6
40
Light hnnvn (10 1'R 6!8) eluyc7 silt (K9 L) with ehitc and
1
n;
bluckmolding, veystil't;saproiilic(f6ispar)
SS -9
7-9-I1
DRILLER: William Burnette/AE Drilling
EQUIPMENT: CME 750 ATV
K4ETI`IOD: 4,25" (ID) I ISA, IIQ Core
HOLE DIA.: e" HSA, HQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWFEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING RECORD
PROJECT: Belews Creek Steam Station
WELL ID: MW -202D
December 15, 2010
PROJ. NO.: 6225105284,04 PAGE 1 OF 2
AVMACTEC

D
r
E
SAMPLES
—
SOIL CLASSIFICATION
E
L
N-C01rRT
G
L
I)I
T
I,
H
SEE KEY SYA1BOLSIIEETFOR EXPLANATION OFN
}'
Y
P
a
(il
SYMBOLS AND ABBREVIATIONS BELOW.
D
(I1)
T
E
—r v
'�II�AZI:�Y
4Y
Light brown (10 YR 61S) cloy. -y Sill (ML) with while and
binuk molding, very stiff, sulwolitic (feldspar)
SS -10
x
5-8-10
50 —
moist
Palcyellmvishornnge..(1(11'R !6)siTlyfinesau (S1v9),Inn
SS -11
10-I0-1.1
55
Tan 00 YR Gra) sill (ML), moist, hard
SS -12
6-13-30
r0
—
saprolitic layer
seater (;file] ing Uon chole, spoon is sato awd
Eight brown (10 YR 716) silly line sand (SM), inuisi, deivLe to
vcry dense.
SS -13
12-23-34
65
SS -14
X
50/6
70
SS -15
30-5013
75
+ + +
RC 1 (R-c—� 35%, RQD= 0%)
Anger Relltsal at 79 1rel N10kv land Wrl'aee
S0
ciimgs (Bedrock), eery wea yeLhxviti wn (10 YR 516).
+ + +
Runs 1, 2 and 3 are intensely fractured
pYidnlirin, gnei;tiic, thinly lblinted. highly decomposed,
+ + +
(difficult to deterniina proximity and
rm]dL"telydkirtngrawd. intensely fractural
+ + +
whether fracturing is mechanical or
+ + +
Jointed)
+ + +
RC 2 (Reu=24%, RQD=0%)
85
+++'�
+++
+ + +
RC 3 (Rcr: , 67%, RQD= 139-6)
+++
+ + +
hour -15 degreejoinls )mrallel to foliation
with osidatioaliron staining in bottom fool
of Run 3
DRILLER: Willinm Burno(to/AG Drilling
EQUIPRIENT: CME 750 ATV
MFTI IOD; 2i" (1D) HSA, HQ Core
HOLO' DLA.: 8" HSA, HQ Core
121..`MARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION, SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE,
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING RECORD
PROJECT: Belews Creek Stearn Station
`VELI., ID: MW -202D
December 15, 2010
PROJ. NO.: 6223105254,04 PAGE 2 OF 2
JI
AMACTEC

n
1,
F
SAMPLES
WELL ID: MW -202S
r"
SOIL CLASSIFICATION
L�
►•
1 OF 2
I
N-Courrr
P
y
GE
D
'r
}1
SEE KEY SYMBOL SHEET FOR 1=XPLANATION OF
F
N
V
N
V
I'
v
(0j
SYMBOLS AND ABBREVIATIONS BEE W.
D
(fl)
T
Is'
� � �
FT',MARKS
— 0
R('ddish brown (5 YR .1161 claycy sill (iA' I.), micaceous
5
IO
— 15
Liglhihrown (7.5 YR 7,6) ulayvy Sill (NTI.), anicaceous
— 20—
—
25
— 30
—
35
40
1)(1111E[{: John Gonnan/AG Drilling
OQUIPWNT. CMG 750 ATV
MI:i' OD! 4.25" (ID) HSA
HOLE DIA.: R"
REMAJkKS:
THIS RECORD IS A REASONABLE 1N'I'ERPRLI'A'1'ION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION, SUBSURFACE CONDITIONS ATOTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
'FRANSCTIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING REC'ORU
-------------------------
PROJECT: Belews Creek. Steam Station
WELL ID: MW -202S
Deccmber 17, 2010
PIROJ. NO.: 6228105284.04 PAGE
1 OF 2
MACTEC

DRILLER: John Gorman/AE Drilling
EQUIPMENT: CME 750 ATV
Mlit'HOD: 4.25" (ID) HSA
HOLE. DIA.: b"
REMARKS:
THIS RECORD IS A REASONABI.LE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE ('ONDITIONS AT OTHER
LOCA'T'IONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN S"I`RAJA MAYBE GRADUAL.
11 SOIL TEST BORING RECORD I I
P140JECT: Belews Creek Steam Station
WELL ID: MW -202S
December 17, 2010
PROJ. NO.: 6228105284.04
PAGE 2 OF 2
IIAMACTEC II
E
SOIL CLASSIFICATION
E
G
R
SCE KEY SYMBOL SI IEET FOR EXPLANATION OF
N
()�
SYMBOLS AND ABBREVIATIONS BELOW.
D
Light hro,vn (7.5 YR 7/6) cluwy sill (ML), micaceous
Pale yellowish orange (lU YR fi 6) silly fine sand (SM)
55 —
60
65
—
70
75 —
60
i
i-
i
95
E
e
i
11 nn
DRILLER: John Gorman/AE Drilling
EQUIPMENT: CME 750 ATV
Mlit'HOD: 4.25" (ID) HSA
HOLE. DIA.: b"
REMARKS:
THIS RECORD IS A REASONABI.LE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE ('ONDITIONS AT OTHER
LOCA'T'IONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN S"I`RAJA MAYBE GRADUAL.
11 SOIL TEST BORING RECORD I I
P140JECT: Belews Creek Steam Station
WELL ID: MW -202S
December 17, 2010
PROJ. NO.: 6228105284.04
PAGE 2 OF 2
IIAMACTEC II

D
_
L
CME 750 ATV
E
SAMPLES
HOLE DIA.:
R"
REMARKS:
SOIL CLASSIFICATION
E
L
I
N -COUNT
I,
G
E
D
T
H
SEE KEY SYMBOL SHEET FOR EXPLANATION OF
E
N
V
E
N
Y
P
(n)
SYMBOLS AND ABBREVIATIONS BELOW.
D
(fl)
T
E
r
RE -MARKS—
0
Rttiilisll lmn n [5 Ylt 4!0) clayey silt Wl-), miom-)us
5
—
10
15
LI$bl bmw-617.5 YR 7`6l clayey will (MI.), micaceous
20
25
3(I
—
35
40
> nc
DRILLER:
John Gorman/AE Drilling
EQUIPMENT:
CME 750 ATV
MCTHOD:
4.25" (ID) HSA
HOLE DIA.:
R"
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING RECORD
PROJECT: Belews Creek Stearn Station
WELL ID: MW -202S
December 17, 2010
PI2OJ. NO.: 6228105284.04 PAGE I OF 2
112
OMArTEC

D
John Gonnan/AE Drilling
L
E
SAMPLES
4.25" (ID) HSA
HOLE DLA.:
N
SOIL CLASSIFICATION
r
L
N -COUNT
I
.1.
G
E
D T
H
SEE KEY SYMBOL SI IEET FOR EXPLANATION OF
E
N
V
F Y
N l'
(ll�
4'
SYMBOLS AND ABBREVIATIONS BELOW.
D
(ll)
T E
N ^RKS
Lislit bwwn (7.5 YR 7/6) clayey sill (ML), micaceous
50
Pale yellovvish orange (l0 YR 8/6) silly line sand (SM)
55
60
65
70
75
so
i
g5
nn
DRILLER:
John Gonnan/AE Drilling
F.QUIPMP.NT:
CME 750 ATV
METHOD:
4.25" (ID) HSA
HOLE DLA.:
S"
REMARKS:
THIS RECORD 1S A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING RECORD
PROJECT: Belews Creek Steam Station
WELL ID: MW -2025
December 17, 2010
PROJ. NO.: 6228105284.04 PAGE 2 OF 2
' MA jTEC

BORING NUMBER MW-203BR
440 S. Church Street, Suite 900
2075 PAGE 1 OF 5
Phone: 7 -3 8-670
Phone: [phone]
F)Ihdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment _
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
DATE STARTED 3/18/15 COMPLETED 3/23/15 GROUND ELEVATION 784.09 ft HOLE SIZE(S) 10, 5.9.3.8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 925590.65 EASTING 1681600.82
DRILLING METHOD 4 1 /4" ID HSA 1 n" and 5 7/8" TMR, HG Core_ GROUND WATER LEVELS:
LOGGED BY M. Gutierrez CHECKED BY J. Catches DATE/TIME 7/7/2015 32.36 It I Elev 751.73 It
NOTES West of Ash Storage 1 DATETIME --
Z (L
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W 5
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DESCRIPTION
REMARKS
"�OVVELL
pv
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2Q UZ
L)
W
W
O
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of
0
.
0
(CL) CLAY, Red (2.5YR 4/6), Medium
Hole Sizes:
Plasticity, Dry, Cohesive (SOIL)
10" 0'- 70.5'
-
5.9" 70.5'- 101'
3.8" 101'- 120.5'
0'-5' Hand Augered
5
_-----„T --- --
10
(ML) SILT WITH SAND, Stiff, Reddish Yellow
SS -1
24-5
8.5
(5YR 6/8), Fine Grained, Non -Plastic, Dry,
10.5' Gravelly Quartz Lens
Noncohesive, Micaceous, Trace Gravel Lenses
(SAPROLITE)
15
Continued: As Above Except Medium, Yellowish
15'-16.5' Mn Veins Approximately 0.1mm
SS -2
2-33-3
11
Red (5YR 5/6), Pink (5YR 7/4) and Light Red
Thick, Minor Foliation
(2.5YR 7/8)
15.8' Quartz Vein 0.05 mm Thick
20
Continued: As Above Except Yellow (10YR 7/8)
20'-21.5' Total Inorganics and TOC
SS -3
2-B-4
10
and Light Red (1OR 6/8), Moist
Samples Obtained
20.4'-20.9' Horizontal Mn and Fe Veins
Water Level 24.1' BGS During Drilling
25

BORING NUMBER MW-203BR
440 S. Church Street, Site 900
Charlotte, 28202-2075 PAGE 2 OF 5
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas _ PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
wZ
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F-
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DESCRIPTION
REMARKS
TOR '°
MMWYELL
pv
dU
CO0>
40 of0
Y
UZ
v
ui W O
U) Z
e' o!
25
(ML) SILT WITH SAND, Medium, Light Red
25'-26.5' Mn and Fe Veins 0.5 mm Thick,
SS-4
2-3-3
14
(2.5YR 6/6) and Red (2.5YR 5/8), Non -Plastic,
Quartz Bands 0.2 mm Thick
(6)
Moist, Noncohesive, Micaceous, with
Fine-Grained Sand (SAPROLITE)
30
(SM) SILTY SAND, Loose, Red (2.5YR 4/8)
30'-31.5' Total Inorganics and TOC
SS-5
3(35
15
and Reddish Yellow (5YR 6/8), Non -Plastic,
Samples Obtained
Moist, Noncohesive, Micaceous (SAPROLITE)
30.5' Mn Veins and Fe Staining
31' Plagioclase Band
Water Level 31.4' BGS During Drilling
35
Continued: As Above Except Yellow (10YR 7/6),
35.0'- 36.5' Few Mn Veins and Fe Staining
SS-6
z-z-3
12
Dark Yellowish Brown (10YR 4/4) and Yellow
<5mm
(5)
(2.5Y 7/8)
35.6' Quartz Vein 5 mm Thick
40
_
Continued: As Above Except Medium Dense,
40'-41.5' Mn Veins 1 mm Thick
_
SS - 7
3(13)13)
14
Yellow (10YR 7/8)
40'-41.5' Total Inorganics and TOC
Samples Obtained
40.7' White Banding < 5 mm Thick,
-
Moderately Spaced
45
(SW-SM) SAND WITH SILT, Medium Dense,
45'-46.5' White Band With Gray Matrix
SS-8
8-9-12
14
Yellow (10YR 7/8) and Brownish Yellow (10YR
<5mm, Mn Veins Throughout <1 mm
(21)
6/8), Fine Grained, Non -Plastic, Moist,
Noncohesive (SAPROLITE)
5D

BORING NUMBER MW-203BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 3 OF 5
Phone: [phone]
F)
hddnc.comIfoilow-us
CLIENT -Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County. NC
Z
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cow �; o
Y d
3:Z J
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a
w
W
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DESCRIPTION
REMARKS
7YIONITONNG
WELL
pv
a0
m0Z n0 irO U
a o
�- LU w O
w
z
50
(SW -SM) SAND WITH SILT, Very Dense,
50'-51.5' Mn Veins <1mm Horizontal to
SS -9
11(54)
16
Yellow (10YR 7/8) and Brownish Yellow (10YR
Foliated, White Micaceous Band <20mm
()
6/8), Fine Grained, Non -Plastic, Moist,
Thick
Noncohesive (SAPROLITE/WEATHERED
50.6' Quartz Vein
ROCK)
55
Continued: As Above Except Brownish Yellow
55'-56.5' White Micaceous Schistose Band
SS-
i�-3o 30
17
(10YR 6/8) and Yellow (10YR 8/6), Medium
<0.25', Mn Veins <1mm
10
(60)
Grained
55.7' Quartz Veins <5mm
56.1' Quartz Veins <5mm
60
Continued: As Above Except Yellow (10YR 7/8)
60'-61.3' Quartz Veins 10mm Thick, Mn
SS -
11
23-29-
50/5"
16
and Pale Yellow (2.5Y 9.5/2), Fine to Medium,
Veins <2mm and Fe Staining
Micaceous
65
Continued: As Above Except Yellow (10YR 7/8)
SS-
5013"
3
12
68' Auger Refusal
70' SPT Refusal, Reamed With 10" TMR to
70.5'
70.5' 6" PVC Casing Installed, Grouted to
70
5olir
0
Surface 3/20/15
70.5' Began HQ Coring
SS-
13
HORNBLENDE GNEISS, Weak, Bownish
70.5'-75.5' Well Point (Falling Head)
Yellow (10YR 6/8), Schistose, Foliated
Permeability Test Conducted 3/21/15
(WEATHERED/FRACTURED ROCK)
RC -1
62
50
70'-75' Highly Decomposed, Intensely
Fractured, Tight to Partially Open, Fe and
Mn Staining
75

BORING NUMBER MW-203BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 4 OF 5
Phone: [phone]
hdrinc.com/follow-ur.
CLIENT Duke Enerqy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stakes County, NC
aZ
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e
OisJOOIX jU
DESCRIPTION
REMARKSQn
N6O
vjELL
U
�
wmZ
O
can z v
75
HORNBLENDE GNEISS, Weak, Bownish
Yellow (10YR 6/8), Schistose, Foliated
75.5'-79.5' Slightly Decomposed, Fractures
(WEATHERED/FRACTURED ROCK)
Tight, Mn Filled, Slightly Fe Stained
(continued)
RC -2
83
26
Continued: As Above Except Strong, Dark
Greenish Gray (10Y 4/1)
80
i 79.5'-84.5' Bands <30mm, Fractures
Partially Open to Open, Dendritic Mn, Fe
Staining
79'-84.5' Very Intensely to Intensely
Fractured, Moderately Decomposed, Open,
RC -3
92
0
Fe Stained, with Dendritic Mn
Continued: As Above Except Weak, Dark
Greenish Gray (10BG 4/1), Foliated, Banded,
-
Micaceous
85
Continued: As Above Except SOUND ROCK
RC -4
100
70
90
RC - 5
.-
100
82
HORNBLENDE SCHIST Strong, Dark Bluish
Gray (5B 4/1), Medium Banded (SOUND
ROCK)
93.6'-98.6' BGS Packer Test Conducted
3/25/15
95
94.5'-99.5' Tight to Partially Open Fractures,
Fe and Mn Staining, Pyrite Mineralization,
Potassium Feldspar Within Plagioclase
--
Quartz Bands
RC -6
96
90
99'-100' Foliated Zone of Potassium
100
Feldspars With Plagioclase and Quartz

BORING NUMBER MW-203BR
440 S. Church Sheet, suite 900
Eharldtte, NC 28202-2075 PAGE 5 OF 5
Phone: [phone]
hdrinc.comKollow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County,NC ....
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REMARKS
M WTO"G
W<LL
pv
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on
m0> O
w0 V
QO
UZ LL
W 0
100
HORNBLENDE SCHIS,T Strong, Dark Bluish
Gray (513 4/1), Medium Banded (SOUND
ROCK) (continued)
101.5'-106.5' Packer Test Conducted
RC -7
100
100
3/24/15
105
105.7'-110.7' Packer Test Conducted
3/24/15
-
RC -8
100
84
110
i
i
i
RC -9
100
100
i
115
RC-
I
100
100
i
i
1
10
Boring Terminated at 120' BGS
Monitoring Well Installed on 3/23/15
Well Screened Interval 94'-99' BGS
100.
100
120
RC -
s
Bottom of borehole at 120.5 feet.
r
i
s
3

— D
Yt
J
a6
L
SAMPLES
F
SOIL CLASSIFICATION
E
L
1
N -Cat NT
r
T
G
F.
D
T.
11
F.
V
L
y
SEE KEY SYMBOL SIIEET FOR EXPLANATION OF
N
P
°
(R)
SYMBOLS AND ABBREVIATIONS BELOW.
D
III)
f
REMARKS
— _
Red (2-5 YR 5/S) clayey s nd (SC), some roots, moist
Red (2.5 YK 5/8) clayey very• tine sand (SC'), very Itnn, Truce
SS -1
6-9-14
rools, moist
5
Strong, brown (7 .5 YR 5/6) silly very fine sand (SM), loose,
trace relic) rock stnlcutre, moist
SS -2
3-4-5
10
-
Strong brown (7,5 YR 516) silly very fine sand (SM), loose,
little relict rock structure, moist
SS -3
3-3-3
— 15
Yellowish brown (I0 YR 5/6). silt), very Fine sand ISM),
goose, little relict rock structure, moisl
SS -4
x
3-3-4
20
X
Strang hrotrn (7.5 YR 516), si11y eery fisc sand (SM), loose,
mime relicl rock structure, moist
SS -5
3-3-4
25
increased moisture
Vellowish brown (10 YR 5/6), silly very fine sand (SNI),
30
loose, some rebel rock structure, moist
SS -6
x
2-2-4
soil cuttings becoming wet
5S-7
2-3-4
35
i •.
-
I
i
1
I,igbt yellowish brown (2.5 YR 6/3) silty line sand (SM),
some relict rock structure, wet
SS -8
34-7x
40
-
L.n
w'eI and llnn
c
S.
4-5-7
—�
DRILLER: Dan Berginan/AE Drilling
EQUIPMENT: CME: 750 ATV
METHOD: 4.25" (ID) HSA, HQ Core
HOLE DIA.: 8" MSA, IIQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE,
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL,
11 SOIL TEST BORING RECORD
PROJECT: I3elews Creek Steam Station
WELL ID: MW -203D
November ), 2010
PROD. NO.: 6228105284.04
/MACTEC
PAGE 1 OF 3

DRILLER; Dan Bergman/AE Drilling
EQUIPMP,N1': CME 750 ATV
METHOD: 425" (ID) HSA, HQ Core
HOLE DIA.: 8" 1ISA, HQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRI:A'ATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDI'T'IONS AT OTHER
LOCATIONS AND AT OTHER'T'IMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL,
11 SOIL TE91' BORING RECORD 11
PROJECT: Belews Creek Steam Station
WELL ID: MW -203D
November 9, 2010
PROD. NO,: 6228105284.04 PAGE 2 OF 3
'(MACTEC
SALES
MP
E
P
SOIL CLASSIFICATION
E
L
I
rl•t'nz1N'r
I,
G
E
D
T
H
SEE KF:Y SYMBOL SHEET POR EXPLANATION OF
F
N
V
L
Y
P
`0
(111
SYMBOLS AND ABBREVIATIONS BELOW.
D
(R)
T
E
RI MARM
4
Light yellowish brown (2.5 1'R 60) silty line Simi (Slit),
some relict rock stnidure, wet
Pale brown (10 YR 65) silty sand (S10), rery Firm, wet
trace quartz vein 0.1" in residuum
SS -10
6-10-14
50
Ught )yellowish brown (2.5 YR 6/3) silty Saila (SM), Dace to
little graVOlquartz, some ratio rock structure, eery dense, wet
SS -11
2-33-44
55
dense and trace quartz
SS -12
7-17-30
60
slight drill chatter
Light yellowish brown (2.5 YR 6/3) silty sand (SM), very
subhorizontal foliation and trace quartz
dense, srrnte strong relict rock structure, moist
SS -13
27.42-53
vein 0.1"
65
67-79.6 Hard drilling
Light yellowish brown (2.5 YR 6/3) silty sand (SM), VC
dense, strong relict rock structure with subhorizontal Writion,
SS -14
50/OS
70
oloist
Yellowish brown (Ill R 5)6) silty sand (SNI), very dense, some
_
relict rock structure, moist
SS -15
X
50/0.2
75
g0
SS -Ib
50/0.2
RC 1 (Rec=409;, RQD= 6%)
Binllte quartz gneiss (Hediock), verydart; gmty (2.5 Y 3: 3)
to while (10 YR 8/I ) LVilh sone secondary oxidation of
RC -I
_ joints alta mechanical breaks, vertical to
limwnlsh yellow (10 TR 6rb), filablu to mod rarely indutwed,
sub -horizontal, 2 -moderately healed 45
very wwk to ntod� om strength, thinly Ful ieted, mndcrately
degree joints, oxidation and stained joints.
dLcomlxrsed and Ifuctured
Recovery began at 82.6. Fracture zone at
\? 8-83.1, vertical joint at 83.1-33.5, TO
degree. joint with iron staining at 83. i, 20
85
degree iron stained joint al 83.6, Fracture
zone at 83.7 to 84.6 with iron staining.
Qtlatiz biotite gneiss (Hrdr.a:k), very durk gray (2.5 Y 31143)
to tihitc (10NIR Bli'). lnadrrimk indurated, tnixJerate to
f
RC-_'
RC 2 (Rec=78%, RQD- 18%)
strorig:Ilrtngtlt, giiiessie te.rnire. Iltjrily t'ullated, slightly to'/�
moderately fractured, jointing and
nwdcrately demutposed, slightly disinugraIM
mechanical breaks, nvn 45 degree
moderately healcd joints, infiltrated
noncohesive and mineralization. One
horizontal and one 20 elesreejiiint with
m
iron maht4w at X5, a. one 10 flcklA iron
DRILLER; Dan Bergman/AE Drilling
EQUIPMP,N1': CME 750 ATV
METHOD: 425" (ID) HSA, HQ Core
HOLE DIA.: 8" 1ISA, HQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRI:A'ATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDI'T'IONS AT OTHER
LOCATIONS AND AT OTHER'T'IMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL,
11 SOIL TE91' BORING RECORD 11
PROJECT: Belews Creek Steam Station
WELL ID: MW -203D
November 9, 2010
PROD. NO,: 6228105284.04 PAGE 2 OF 3
'(MACTEC

F'.
D
P
SOIL CLASSIFICATION
I..
E
r•.
L
SAWLFS
1
N -COUNT
G
E
E
v
DT
1'
3,
LI
SEE KEY SYMBOL SHEET FOR EXPLANATION OF
N
N
P
3 2
SYMBOLS AND ABBREVIATIONS BELOW.
D
(Il)
T
r
.N r"i
REMARKS
stained joint at Y. 0, 5 dI grce gvartz vein
(U.1 ") at Ii6.3, rose modnutcl5 nn3rrnti' ]0
degree iron stained with starve disintegrated
rack at 86.4, three mineralized horizontal
and one mineralized vertical joint at 117,0,
two t0 degree iron stained joints at 87.3,
one 65 degree Uartiyhealed narrow joint
95
(tura 87.4-37.9, one horizanlal joint with
iron staining fracture zone, iron stained
with disintegration and discolored at
58.2-89.2.
l00
-
105
110
115
120-
125 -
130 -
f
DRILLER: Dan Bc:rgnan/AE Drilling
EQUIPMENT: CME 750 ATV
ME'11401): 4.25" (ID) HSA, IIQ Corc
1101-E DIA.: 8" HSA, HQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION, SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARF.," APPROXIMATE,
TRANSITIONS BETWEEN STRATA MAY .BE GRADUAL,
SOIL TEST BORING RECORD
PROJECT: Belews Creek Steam Station
VVELL 11): MW -203D
November 9, 2010
PROJ. NO.: 6228105284.04 PAGE 3 OF 3
AMAC TEC

D
a
4
u
f.
E
SAl1�I1'LES
E
SOIL CLASSTFICATION
E
I_
1
N-r..cxiNT
I,
G
F
V
D
•1.
H
SEE KI.-.Y SYMBOL SHEET FOR EXPL.ANA'IION OF
N
NI''
b
()
SYMBOLS AND ABBIIEVIATIONS BELOW.
D
(II)
T
E
� �
REMARKS0
Red clayey fine -and (SC)
5
Brown silty Eine sand (SM)
10
— 15
—
r �
20 —
25
—
Yellowish brown silly tine sand (SM)
— 30kl-
r
•�
35
�.M.
40
i
DRILLER: John GormatJAE Drilling
EQlAPMENI': CME 750 ATV
MEI11011. 4,25" (ID) HSA
HOLE DIA: 8"
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OFSIIBSURFACE CONDITIONS AT THIS. EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING RECORD
PROJECT: Belews Creek Steam Station
WELL ID: MW -2035
November 9, 2010
NO.: 6228105284.04 PAGE 1 OF 1
MAC TEC

D
E
1'
Ii
(01
le
IS
20
25
30
35
C!
c
40
45
DRILLER:
L
F
sAMpz>>
METHOD:
4.25" (ID) HSA, HQ (.bre
HOLE DIA,:
8" HSA, TIQ Core
SOIL CLASSIFICATION
E
L
I
N -CO NT
O
r
D
I'
SEE KEY SYMBOL SI IEET FOR EXPLANATION OF
E
N
V
E
1"
P
c
SYMBOLS AND ABBREVIATIONS BELOW.
D
(11)
T
E
T '2
REMARKS
Red (2.5 YK 5/8) silty sand (SM), loose
SS -1
x
4-4-3
Reddish (link (10 R 516) -silty sand (SAT), Linn
SSS
X
347
(10 YR) silt",sand ISM), limn, few relict rock structure
SS -3
.5-5-6
Yellow rown ( 0 YR 618) silty sand (SM), (inn, rexv rclTcl
rock slruclure
SS -4
X
5-5-7
Reddish brown (2.5 Y114/8) silty sand (SM), firm, with Iclicl
rock sh'uclure and small rock fragments
_
SS -5
X
5.6-13
Yellow (pile) brown (1() YR 516) sandy sill (SM). Very dense,
few gray rock li•agnients, wel
SS -6
15-42-50/3
RC 1 (Rcc= 100%, RQD= 68%)
Biolitc gneiss (Bedrock), dark gray (2.5 YR ,%0), Very strong
%
field strength, gneissic texture, Thinly Foliated, mesh,
J
RC -1
horizontal joint at 33.1
competent, intensely Ikclured
shallow angle fracture with oxidation end
staining al 34.1
shallow angle fracture wish oxidation and
staining at 34.2
mechanical break at 34.3
Motile gneiss ("tuck), dark gray (2.5 YR 3/0), very-tmng,
gneissic texture, thinly folialed, Fresh, compLtent, slightly
RC -2
shallowangle jn111t fracture with S(alnlflg at
fractured
34.4
shallow angle joint fracture with staining at
34.5
horizontal fracturejoint at 34,7
horizontal fracture joint with staining at
34.9
horizontal fracture join) with staining at
35,4
horizontal fracture,joinl with staining at
36.1
RC 2 (Rcc= 100%, RQD= 95?,o)
DRILLER:
Dan Bergman/AE Drilling
EQUIPMENT:
CME 750 ATV
METHOD:
4.25" (ID) HSA, HQ (.bre
HOLE DIA,:
8" HSA, TIQ Core
REMARKS:
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS ATTHE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS A•1' OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER.
INTERFACES BEWEF.N STRATA ARE APPROXIMATE.
TRANSITIONS BETWEEN STRATA MAYBE GRADUAL.
N SOIL TEST BORING RECORD 11
PROJECT: Belews Creek Stearn Station
WELI. I D: MW -204D
November 15, 2010
PROJ. NO., 6228105284.04 PAGE 1 OF 2
MACTEC

D
E
SOIL CLASSIFICATION
L
E
E
L
SAMPLES
1,25" (ID) HSA, HQ (are
HOLE DIA.:
8" HSA, HQ Core
REMARK&
I
N -COUNT
P
T
O
E
D
I.
14
SEE KEY SYMBOL SHEE-I' FOli EXPLANATION OF
P
N
V
E
N
Y
P
o
(�
SYMBOLS AND ABBREVIATIONS BELOW.
D
(fl)
T
F
z; �l
RF -MARKS
I16Y17AnIAl rIBL'tnrC p'Ittl minbC Staining at
. 37.5
horizontal fracture with minor shining at
37-9
harizontal fracture with minor staining at
38.3
mechanical breaks at 38.5, 39.0, 39 2,
41.5, 42.5, 42.9 and 43.1
50
55
—
65 —
70 -
75 —
—
80
85
nn
-
-
i
DRILLER:
Dan Bergman/AE frilling
EQUIPMENT:
CME 750 ATV
MT-TK0D.
1,25" (ID) HSA, HQ (are
HOLE DIA.:
8" HSA, HQ Core
REMARK&
THIS RECORD IS A REASONABLE INTERPRETATION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCATIONS AND AT OTHER TIMES MAY DIFFER,
INTERFACES BEWEF..N STRATA ARE APPROXIMATE..
TRANSITIONS BETWEEN STRATA MAY BE GRADUAL.
SOIL TEST BORING NG RECORD
PROJECT: Belews Creek Stearn Station
WELL ID: MW -204D
November .I 5, 2010
PROJ. NO.: 6228105284.04 PAGE 2 OF 2
AM.LAL%CjTEC

D
E
P
T
11
(6)
10
15
20
25
30
35
O
". 45
DRILLER: Dan BergmacJ.AE Drilling
EQUIPMENT: CME 750 ATV
METHOD: 4.25" (ID) HSA
HOLE DIA.; 5"
RF. LARKS:
THIS RECORD IS A REASONABLE INTERPRETA'T'ION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCA'170NS AND AT OTHER TIMES MAY DIFFER,
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSfrIONS BETWEEN STRATA MAY BE GRADUAL,
11 SOIL TEST BORING RECORD I
PROJECT": Belews Creek Steam Station
WELL Il): MW -204S
November 16, 2010
PItOJ. NO.: 6228105284.04 PAGE I OF I
MACTEC
1.
E
SAN
PL1 ES
--
SOIL CLASS.I.F.ICATION
E
L1
N -COUNT
(.i
E
D
�'
Fs
vE
Y
SEE KEY SYN4130L SHEET FOR 17XPLANATION Of
N
SYMBOLS AND ABBREVIATIONS BELOW
1)
(ll)
T E
� c v
REMARKS
Red silty line sand (SM)77
t
- -
Yellow brown silty Fine sand (S141)
DRILLER: Dan BergmacJ.AE Drilling
EQUIPMENT: CME 750 ATV
METHOD: 4.25" (ID) HSA
HOLE DIA.; 5"
RF. LARKS:
THIS RECORD IS A REASONABLE INTERPRETA'T'ION
OF SUBSURFACE CONDITIONS AT THE EXPLORATION
LOCATION. SUBSURFACE CONDITIONS AT OTHER
LOCA'170NS AND AT OTHER TIMES MAY DIFFER,
INTERFACES BEWEEN STRATA ARE APPROXIMATE.
TRANSfrIONS BETWEEN STRATA MAY BE GRADUAL,
11 SOIL TEST BORING RECORD I
PROJECT": Belews Creek Steam Station
WELL Il): MW -204S
November 16, 2010
PItOJ. NO.: 6228105284.04 PAGE I OF I
MACTEC

Form 25630 (R3.871 FORM M -26C REVISION 2
DUKE POWER COMPANY PAGE—OF__,_-3_
CONSTRUCTION DEPARTMENT
(• PRQ�ECT C ,[
SOIL TEST BORING FIELD REPORT
hf�
JOB NO.
STARTING TIME
/ GROUND SU CE ELEV.
JOB NAME 5 HRS. DRILLING HRS. MOVING
DATE_ f • �9 WEATHER-A4Qi_ INSPECTOR �• ��
SAMPLING
BORING NO. 42
SCALE UD SOIL CLASSIFICATION AND REMARKS
�sT so 0
OfL40
XT 127 a 15 L
BORING TERMINATED' -9 METHOD OF ADVANCING BORING DEPTH
BORING REFUS Cr ,
• WATER TOB DEPTH POWER AUGER O TOW,
WATER 24 HR: DE 1 NAND al —TO —
WATER LOSSES —TO —
CASING SIZE LENGTH -- TO —
w
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Ow
c.i S
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00
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DUKE POWER COMPANY GE_Z OF_x�
CONSTRUCTION DEPARTMENT
PROJECT S G'+�
SOIL TEST BORING_ FIELD REPORT
JOB NO STARTING TIME __ XJZ
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JOB NAME GC HRS. OR �I
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Form 25630 (R3.871
FORM M -26C REVISION" ' 2'
DUKE POWER COMPANY PAGE�OF_
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PROJECT 5 C,Pc-
SOIL TEST 60RING_FIELD REPORT
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COMPLETION REPORT OF WELL No. OB -7 Sheet 1 of 1
PROJECT: Duke Power - BCSS - Pine Hall Rd Landfill
PROJECT NO: 1356-03-853 WATER LEVEL: 18 ft bis on 12-9-03
PROJECT LOCATION: Belews Creek, NC
DRILLING CONTRACTOR:
S&ME, INC.
2 -inch
Type:
SCh. 40 PVC
DRILLING METHOD:
31/6" H.S.A-
GROUT
Type:
DATE DRILLED:
12/8/03
0 to 9 ft bis
SEAL
Type:
Bentonite
STRATA
9 to 11 ft bis
WELL
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Silty Medium to Fine
SAND with
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Tannish Red and
Olive Green Fine
Sandy SILT with
Manganese Staining
PARTIALLY
WEATHERED ROCK:
When Sampled
Becomes Tan Silty
Medium to Fine
SAND with
Manganese Staining
BEDROCK: Sampled
as Granitic Gneiss
Run #1
21.9 to 26 ft bis
REC: = 100%, RQD =
43%
Borin4 Terminated at
Ilia
LATITUDE:
LONGITUDE:
TOP OF CASING ELEVATION:
DATUM:
LOGGED BY: Julie Petersen
WELL CONSTRUCTION DETAILS
PROTECTIVE CASING
0.00 GS Diameter: 4 -inch
Type: Lockable Steel Stickup
Interval:
!3Y.69.00 CG
00
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9751 Southern Pine Blvd.
Charlotte, NC 28273
#S&ME
VIROMhRAL SERVIC S
RISER CASING
Diameter:
2 -inch
Type:
SCh. 40 PVC
Interval:
23 to 13 ft bis
GROUT
Type:
Neat Cement
Interval:
0 to 9 ft bis
SEAL
Type:
Bentonite
Interval:
9 to 11 ft bis
FILTERPACK
Type: #1 Filter Sand
Interval: 11 to 26 ft bls
SCREEN
Diameter: 2 -inch
Type: 0.010 Slot Sch. 40 PVC
Interval: 13 to 23 ft bis
LEGEND
FILTER PACK
■ BENTONITE
® CEMENT GROUT
® CUTTINGS / BACKFILL
1 STATIC WATER LEVEL
TOC TOP OF CASING
GS GROUND SURFACE
BS BENTONITE SEAL
FP FILTER PACK
TSC TOP OF SCREEN
BSC BOTTOM OF SCREEN
TD TOTAL DEPTH
CG CEMENT GROUT
COMPLETION REPORT OF
WELL No. OB -7
Sheet 1 of 1

PROJECT:
Duke Power - BCSS - Pine Hall Rd Landfill
Belews Creek, NC
BORING LOG OB-7
1356-03-853
NOTES:
DATE
DRILLED:
1218/03 ELEVATION:
DRILLING
METHOD:
314" H.S.A.
BORING DEPTH: 26.0
LOGGED
BY:
Julie Petersen
WATER LEVEL: 18 ft bis on
12-9-03
DRILLER:
Jay
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IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
9751 Southern Pine
Blvd.
Page 1 of 1
Charlotte, NC 28273
ENGINEERING - TESTING
ENVIRONMENTAL SERVICES

COMPLETION REPORT OF WELL NO. OB -9
PROJECT � p}� ca !'ower T WATER LEVEL TGB ff .j.----
WAT'RR l_FVE1, 24 I -IRS [FT -1:
DATE DRILLED:
STRATA
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OU'T'ER CASING
Diameter;
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Length:
RISER CASING
Diatnetef: 2.1
Typc� PVC
Interval: +2.5-36.5
GROUT
Type: Neei Ctmeut Grout
Interval; 0.31.5
SEAL
Type: octitanite
Igtcrval: 31.5-33.5
rlLTVRPACK
Type: MI Sand
Interval: 33.5-46.4
SCREEN
Diameter: Z"
Type; 0.020
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Length:
RISER CASING
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Interval: +2.5-36.5
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COMPLETION REPORT
rl
3 -tog Spring Forest Road
OF WELL NO. OB -9
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SERSY ECS

BORING NUMBER SFMW-1 D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 3
Phone: [phone]
hdrinc.com/follow-us
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - Structural Fill Assessment
PROJECT NUMBER 10056315 PROJECT LOCATION Stokes County, NC
DATE STARTED 5/9/17 COMPLETED 5/12/17 GROUND ELEVATION 823:62 ft HOLE SIZE(S) 12, 6 inches
DRILLING CONTRACTOR Geologic ExAloratlon, Inc. NORTHING 922948.38 EASTING 1684274.03
DRILLING METHOD Hollow Stem Auger, Tri -Carie Rotary, HQ Core GROUND WATER LEVELS:
LOGGED BY C. Marchin CHECKED BY S. Abernathy -TDATE/TIME 5/12/2017 1:15:00 PM 33.20 ft / Elev 790.42 ft btoc
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25'

440 5, Church Street, Suite 900
Charlotte, -3 2$6700 75
Phone: 7i74-338-67QQ
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CLIENT Duke Energy Carolinas
PROJECT NUMBER 10056315
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BORING NUMBER SFMW-1 D
PAGE 2OF3
PROJECT NAME Belews Creek - Structural Flil Assessment
PROJECT LOCATION Stokes County, NC
REMARKS
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6/8), cohesive, plastic, fine to medium, angular 25'-32', mottled drill cuttings
gravel in cuttings (RESIDUUM) (continued)
Continued: gravel increasing in size (0.5" to >1")
No Sample Recovery 32' Auger refusal, 5" PVC casing installed,
boring advanced with tri -cone
17
BIOTITE GNEISS, very hard, thinly banded,
microcrystalline, subhorizontal banding with
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40'-41' Slow advancement
41' Begin HQ core
45.5'-46.8' Highly fractured, Fe stained
47.2'-48.1' Highly fractured, Fe stained
49'-50.5' Boring cave-in
Boring terminated at 50.5', screened interval
set at 44'-49', monitoring well installed

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hNC 28202-2075
Phone:
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CLIENT yl -(, PROJECT NAME S
PROJECT NUMBER ►►JJ PROJECT LOCATION f2 -e �S ;-�
DATE STARTED J-.�Z J COMPLETED f GROUND ELEVATION _ HOLE SIZE(S) 1
DRILLING CONTRACTOR -±3�� NORTHING _ EASTING
DRILLING METHOD GROUND WATER LEVFLS: 41-j C//)71
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NOTES yJ
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PROJECT LOCATION .� t',/� �� C _ r
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Charon-, NG 28202-2075 PAGE OF
Phone: [phone]
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CLIENT�C PROJECT NAME
PROJECT NUMBER ,, �r, PROJECT LOCATION
DATE STARTED __. COMPLETED e�7�� GROUND ELEVATION HOLE SIZES) Z //
DRILLING CONTRACTOR [' 0 �a,+' ,L1�y NORTHING EASTING
DRILLING METHOD S GROUND WATER LEVELS:
1
LOGGED BY CHECKED BY _- DATE/TIME TL73
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2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station
WELL CONSTRUCTION RECORDS
SynTerra

WELL CONSTRUCTION RECORD
This loam can be used lot single or multiple sells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #:
List an applicable irell pernrhs (i e Cotagy, Stale, I Arian, e, Inleeltnn, el, )
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
Non -►Yater Supply Well:
46.0
EMonitoring
❑Recover_•
Injection Well:
48.0
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
OGeothermal (HenlinglCoolim,Rewrn.}.
❑ Other (e� lain under#21 Rv.marks)
FMPI_►( FMF',f ML -MOD
48.0 ft -64.0
4. Date Well(s) Completed: 5/20/15 - Well 1D# AB -1 D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility TD# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifts•ell field, one ]at/long is sufficient)
N NI'
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ZlNo
/flhis i.s a repair, fill out known ire/l construction intarmalmn anal explain the nature oflhe
repair under21 remarks seelion or al the back of this /horn.
8. Number of wells constructed: 1
For nnulliple h jeclion or non-iraler supply wells ONLY iridi file sanne construction, you can
suhmil one firrnt.
9. Total well depth below land surface: 78.0 (ft.)
1,'or ntulliple ire/Is list all depllis ifdi1krenf (example- 3a 200' and 2(n1100')
10. Static water level below top of casing 43.0 (ft.)
1f haler level i.s aho e casing, ase - "
11. Borehole diameter: 8.0 _ (in.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i.e angel, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. field (gpm) Method of test:
13b. Disinfection type: Amount: -�-
Foi Internal Use ONLI':
43.0 " 86.0 " Wet
ft. ft,
15. OUTER C-ASING Ifor multi -rased ueRsl OR LINER arap
Rcable
FROM TO MAI1f ETER THICKNf ESS MATERIAL
0 ft• 71.5 ft• 6" in• S_Ch.40 PVC
16. INNER I ASSN G 0R Tt!BING t eothcrrnal chmed-Inn
FROM TO I1IAMITER TIITCIitiFSS M.tTERIAL
0 ft. 73.0 ft. 2 in.Sch.40 PVC
ft. ft. in -
17. SCREEN
FROM I TO DIAMETFR I SLOTSIZE I THICKNESS MATERIA
73.0 ft- 78.0 ft- 2 in. 1 .010" 1 SCh.40 PVC
ft. I ft. I in.
0 ft'
46.0
ft.
Portland Tremie
46.0 ft.
48.0
fr.
Bentonite Dropped
ft.
ft.
19. SANDIGR.A►•£L
PAC Ii(ifatipilr2blel
FROM
TOMATERIAL.
FMPI_►( FMF',f ML -MOD
48.0 ft -64.0
ft.
#2 Sand
Dropped
ft.
I
ft.
0 ft. 43.0 ft. Brown Moist Med./ Stiff Clay with Silt
43.0 ft. 71.5 ft. Brown Wet Med./ Stiff Clay with Silt
71.5 ft. 86.0 ft. Grey Dense Bedrock
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22. C i cation:
6/15/15
Aw Certified 11' 1 ('�nrtractsir Date
Np riga ag usform, .I hr •br cerafi, that the u•e/l(s) ntrs (here) constructed in accordance•
irnh I + 'AC 02C -FJ or 15A .N('AC 02CO200 Well Construction Smndarr/s and that a
copy nfthis record has been provided to the well ouwer.
23. Site diagram or additional ►cell details:
You may use the back of this page to provide additional well site details or well
construction details You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells;
Also submit one copy of this form within 30 days ofcompletionof
well construction to the county health department of the county where
constructed.
Foam GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used tru single or nmltiple %sells
1. Well Contractor Information:
Joshua Ellingworth
For Internal Use ONI_l':
Well Contractor Name ft.ft.
3544-A ft. ft.
NC Well Contractor Certification Number 1 S D(TER CA UNG ifin
FROM -ro
Parratt-Wolff, Inc. fr: ft.
Compam Name
2. Well Construction Permit #:
List all appltcahle well perrnm 0 e. Counw,, Stale, I'ariance, injection, etc)
3. Well Use (check well use):
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Ind ustrial/Commere ial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
@Monitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑ENperimental Technology
❑Geothennal(Closed Loop)
❑Geothermal (Heatin>r/Conlinc
❑Groundwater Remediation
❑Salinity Barrier
❑ S tormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (exDlain under 421 1
4. Date Wen(s) Completed: 5/17/15 Well ID# AB -1 S
5a. Well Location:
Duke Energy
Facility/Owner Name Facility I D4 (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
in.
0 "' 135.0 12 1n' I Sch.40 1 PVC
ft. II In.
135.0 "' 50.0 ft, 12 'n' I .010" Sch.40 PVC
I ft. ft. I in.
0 ft' 31.0 ft' Portland Tremie
31.0 ft- 33.0 ft' Bentonite Dropped
ft. ft.
33.0 ft 52.0 ft' #2 Sand Dropped
2tF• DRILLING L.OG tafm h ad didurrelsheets Ifnrersm:
FROM 3'U 11ESCRIi'3'WN cclur, hxrduras, sWVrvck t e, in sift, etc.
0 fr 50.0 fr Brown Moist Med./ Stiff Clay with Silt
rr. fr.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
County Parcel Identification -No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
22. (' rtifi
atiutt:
(ifwell field, one lat'long is sufficient)
N N.
r _�� 6/15/15
Sigh atnrr i 'Crriilied Well t ❑ntlMAW Date
6. is (are) the well(s): ©Permanent or ❑Temporary
By n'+ ns /ohm, ! 14•rc t' certiJi' that the nett(s) na.c (were) constructed in necnrdmrCe
wilt !ai¢ f 02(' _11200 We// ('nncrructioth Standards and that n
7. Is this a repair to an existing well: ❑Ves or ❑No
cope g/thi.s record has been provided m the well miner.
ll this is a repair, fill out known well construction inlormalion and explain the nature o_%t/rc
repair under ^2l remarkssection or on the back gf lhisjonn.
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed:
construction details You may also attach additional pages if necessary,
Por multiple h jection or non -water supply wells ONLY with the same construction, you can
submit one,lorm.
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 50.0 (ft:)'
24a. For All Wells: Submit this form within 30 days of completion of well
hor multiple wells list all depths Ifdi/lerenl (example- 3 a.200' and 2 «!00')
construction to the fol lowing:
10. Static water level below top of casing: (ft.)
Division of Water Resources, Information Processing Unit,
1/,rarer /ere/ is above casing, uve "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: $•0 (in.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger
24a above, also submit a copy of this form within 30 days of completion of well
12. Yell construction method:
construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days ofcompletion of
13b. Disinfecfion type: Amount:
well construction to the county health department of the county where
consu ucted,
Form GW -I North Carolina Department ofEnviromnent and
Natural Resources- Division of Walei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This Corm can be used for single m multiple v%ells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
List all applicable well permits (t c. ('uunl),, State, I'arrance, hilectton, etc.)
3. Well Use (check well use):
Water Supply Well:
ft 6" i" Sch.40 PVC
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑ Ind ustrial/Commercial
❑Residential Water Supply (shared)
❑irri ation
Non -Water Supply Well:
FROM TO
MMonitoring
❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑ Aquifer Test
❑ENperimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Retu
4. Date Well(s) Completed: 5/30/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 t
For Internal Use ONLY:
R. ft.
ft. ft.
0 fr• 124.5
ft 6" i" Sch.40 PVC
16. rNft'F.R iASING OR TUIUNG igrothernt21 cicmed4oa
FROM TO
DIAMETER 'n11CkTFtiS MATEHL4L
0 ft. 132.0
rr' 2 '"' Sch.40 PVC
ft.
ft. in.
FROM TO
DIAMETER SLOT SIZE THICKNESS MATERIA_
132.0f" 137.0 ft'
2 '"' 1 .010" Sch. 40 PVC
ft, ft.
in.
18. GROUT
FROM TO
MATERIAL EM PLAC EMEN"t MEnEUD & ARO -1
0 fr. 129,0
ft. Portland Tremie
129.0 ft. 131.0
ft- Bentonite Dropped
ft.
ft.
19. SAND/GR4VEL PACK (if a licable)
. FROM TUI
MATERIAI I F.MPIAC.EMEINT METHOD
131.0 ft. 139.0
ft. #2 Sand Dropped
ft.
ft.
20. DRILLING LOh iartuch addinon.1 shret%if "ecrs%arv1
0 ft. 35.0 ft.
Well ID# AB -21D 35 fr- 124.5 rr.
124.5 ft. 139.0 rr.
ft. ft.
ft. rt.
Facility/Owner Name Facility IDH (ifapplicable) ft. ft.
3195 Pine Hall Rd. Walnut Cove, NC 27009
ft. ft.
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N N'
6. Is (are) the well(s): 01'ermanent or ❑Temporary
7. Is this a repair to an existing well: 01'es or ❑No
If this tv a repair, till out known a all conviruc-non inlornratimr and explain the nantre of the
repair under n21 renrarkv sec tion or an the hack of dus lbrnt
8. Number of wells constructed: 1
For multiple hyection or non -water supple wells ONLY with the same construction, you can
submit one %arnt.
9.'I'olaI well depth be]aw land surface: 137'0
Pr+rnwhi le urlls list all dplh% 11 11111+:r:wt 1eronhlllc- ::;n119 -and 2(a /00')
10. Static Water level below top of casing:
l/ water leve/ a above caving, use "- "
11. Borehole diameter: 8.0 (i n.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i.e auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount: _._....
Brown Moist Med./ Stiff Clay with Silt
Brown Wet Med./ Stiff Clay with Silt
Grey Dense Bedrock
22. C• rt' rcafinn:
6/15/15
Signature Ceniticd �' 1 'rnnrndnr JJj Date
Ho x'i og hdv lbrnr, . liar rI c•erti& that the irell(s) was (u ere) construcied irr aecordatrele
with 7., _'AC 02(' .4 02(' ,0200 Well ('nnstruction 5'mndnrdc and that a
caps' of ibis record has heea provided to the we// owner,
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 additional pages if necessary,
SUBMITTAL IN'STUCTIONS
24a. For All Wells: 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 Infection 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 NvelI
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 ]Hail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:.
Also submit one copy of this form! within 30 days ofcompletionof
well construction to the county health department of the county where
consti ucted
I'm in GW -I North Carolina Department ofErvironnrenl and Natural Resources - Division of Watei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used tot single of multiple sells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
❑Groundwater Remediation
2. Well Construction Permit 4: .
❑Salinity Barrier
List all applicahlc irell perouts ii,e CaunRS Store,
I'oriance, Injection, etc.)
3. Well Use (check well use):
❑Subsidence Control
Water Supply Well:
❑Tracer
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
Facility TDO (ifapplicable)
MMonitorine
❑Reroven,
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal heating/Cut+Itn Retum)
❑Other(Cti 1airl.under#21 kemarksl
4. Date Well(s) Completed: 5/15/15
Well ID# AB -2S
5a. Well Location:
I9,.SANDfGR.4VFLPACK(irw ficahle
Duke Energy
Facility/Owner Name
Facility TDO (ifapplicable)
3195 Pine Hall Rd. Walnut
Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
01-Avell field, one lat'long is sufficient)
N N.
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑)'es or ❑No
If this is a repair, fill ot+t knon-n a ell construction information and explain the nature a% the
repair under -21 remarks section or on the hack a/ this firm
8. Number ofwells constructed: 1
For multiple injection or non -water stipple ire //.s ONLY with the sante construction, you can
.submit one fornn-
9. Total well depth below land surface: 46'0 (ft.)
F r nnduple wells list all depths f dillerent (example- 3 a 200' and 2((t)100')
10. Static water level below top of casing: 35'0
If waterlerel is above rasing, use " "
11. Borehole diameter: 8.0 (in.)
12. Well construction method: Auger
It a auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY -
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
For Internal Use ON 1':
14. WATER ZONES
35.0 ft• 124.0 ft• Wet
ft. I ft.
ft. I ft. I in. I I -
16, INNER CASING OR TUBING(gen the rmal dimed4natil
FROM •10__-- MAMITF.R T161 XNFSS MATERIAL
0 ft. 31.0 ft- 2 in. Sch.40 PVC
ft. ft. in.
17. SCREEN
FROM TO I DLAMFTER SLOTSIrr THICKNESS MATERIA
31.0 ft• 46.0 ft• 2 In. .010" Soh. 40 PVC
ft. I ft. I in. I I
0
ft.
27.0
ft.
Portland Tremie
27.0
ft.
29.0
f -
Bentonite Dropped
50.0
ft-
124.0
ft•
I9,.SANDfGR.4VFLPACK(irw ficahle
FROM
ToAIA'I
FRIAL FNIPLACE:MT-tiT'Sri ROD
29.0
ft.
50.0
I
ft•
#2 Sand Dropped
ft.
ft.
0 ft 35.0 ft• Brown Moist Med./ Stiff Clay with Silt
35.0 ft. 124.0 R. Brown Wet Med./ Stiff Clay with Silt
ft. ft.
ft. ft.
ft. ft.
ftft.
ft. ft.
21(firtifirafi
b 6/1/15
Sigttatut uFCeriilicd I Contractoi Date
Bj e11Y! this lirn+. I h . -by semi/, that the n el/(s) a ac (were) constructed in accordance
with 15A A1CAC 02C P100 or 15A HVAC 02t • .0200 Well Construction Standards and that a
cape a% this record /vas been provided to the well on•ner.
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division ofWater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells ONLY: In addition to sending the form to the address to
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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & In*ection Wells:
Also submit one copy of this form within 30 days ofconipletion of
well construction to the count) health department of the count), where
constructed.
Form GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Res ised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
1.isl all applrcable ircll permits p c C ounly, Siale, Variance. lnleenon, etc )
3. Well Use (check well use):
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ industrial/Commercial
Non-1Yater Supply Well:
OMonitoring
Injection Wefl:
L1 Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
4. Date Well(s) Completed: 6/1/15
5a. Well Location:
Duke Energy
Facility/Owner Name
3195 Pine Hall Rd
Physical Address, City, and Zip
Stokes
County.
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Salinity Barrier
❑ Stormvater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 1
Well ID# AB -31D
Facility lD4 (ifapplicable)
Walnut Cove, NC 27009
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if yell field. one lat'long is sufficient)
01
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: 01'es or l7lNo
/jure rs a repair, fill om knwrn a ell cill Is[rile tion inlormallon mrd erplairr the nanrre o/ the
repnr under 21 remarks seclion or on the back o/ this form.
8. Number of wells constructed: 1
hor tnahiple injection or noir-u•aler supph, irells ONLY utdl the same construction, you can
submit one form.
9. Total well depth below land surface: 116.0 (fo
lhbr multiple wells list all deplin i1chtlerew (example- 3(a 200' and 2 a 100')
10. Static water level below top of casing:
1j nater level rs aborc casing, use "
11. Borehole diameter: 8.0 (in.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i a auger, rotary, cable, direct push, etc )
For Intel nal Use ONLY.
14. WATER LONI--S
FROM TO
USCRIPTION
ft,
ft.
ft.
fr.
15.0UTER CASFNG for ihold-rased wells O!L LINER ifa licable
FROM To
DIAMETER
THICKNESS
MVI•ERIAL
0 ft 103.5
ft
6" In.
Sch.40
PVC
16. INNER CASING 014
TIMING Qrnthermal closed -loo
FROM TO
O111%FTER THICKNESS ►! ►TER1AL
0 ft' 111.0
ft'
2 in.Sch.40 PVC
ft.
ft.
in.
17. SCREEN
FROM TO
DIAMETER
S1_OTSI7.E I THICKNESS MATERIAL
111.0fr' 116.0 ft.
2
"'
.010" SCh. 40 PVC
ft. ft.
in.
1S. GROUT
FROM TO
MATERIAL. [•:Nt'1 aCF11 Fti'I M1t E'IIIOL!&,L►f ()l1NT
0 ft' 107.0
ft.
Portland Tremie
107.0 ft- 109.0
ft-
Bentonite Dropped
ft.
ft.
19. S.•L'YD1GP_AVEL YAi:f{ I ifatmlleableI
FROM TO
MATERIAL F:hiP[At�M1fEh71lETI[OD
109.0 fl- 118.0
ft•
#2 Sand Dropped
ft.
ft.
20. DRILLING LOG attach additional sheets ifnecessary)
FROM I TO
DFSCRI MIOii I rubr. hardness, so$hveh tv lit. ,rain size, etc.)
0 ft- 35.0
ft
Brown Moist Med./ Stiff Clay with Silt
35 ft- 103.5
ft-
Brown Wet Med./ Stiff Clay with Silt
103.5 fr. 118.0
ft.
Grey Dense Bedrock
I'L
ft.
rr.
ft.
21. REMARKS
22. t' [if�cation:
} } LW -
6/15/15
si z"J"M
fCerlilit:d Wel Cnn(ractur Date
H)' s+thus': form, l r he cerci/i• that the well(s) was (mere) constructed in accordance
with 1 0200 Well C'onstrucaoo Standards and that a
c•opp of Ihiv record has been provided to the a ell owner.
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 additional pages if necessary
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
(ft.) 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 swell
construction to the following:
Division of Water Resources, Underground Injection Control Program,
FOR "'ATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) method of test: 24c. For Water Supple & Injection Wells:
Also submit one copy of this form within 30 daysofcompletionof
13b. Disinfection type: __ Amount. well construction to the county health department of the county where
constructed -
For ni
onstructed.
Form GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single of multiple swells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Companv Name
2. Well Construction Permit #:
1 rst all apphcablo well perutirs p e ('worth, SIUte, 16140n C, 11peuron, CIC-)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑MunicipaUPublic
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑ Ind ustrial/Commercial
❑Residential Water Supply (shared)
❑Irrigation
rr.
Non -Water Supply Well:
ft.
Monitoring
❑Recovery
injection Wcll:
fr.
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
[]Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal Return)
❑Other (explain under 421 Perrlatks)
4/17/15
4. Date Well(s)
AB -3S -
Completed:
Well ID#
5a. Well Location:
fl.
Duke Energy
24b. For Iniection Wells ONLY: In addition to sending the form to the address In
Facility/Owner Name
Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
For Iuteinal U11 ONLY
41 fr• 55 f` Moist
ir. rr.
Rrrmalo-cased Hells OR LINERit!>r ]iwlrle
FROM TO p1AMETER T'N1C1cNE55 MATFMIAL
ft. ft. in.
0
f`'
36
ft-
2 in.Sch.40
f[.
PVC
rr.
ft.
ft.
ft.
in.
ft.
fr.
17. SCREEN'
You may use the back of this page to provide additional well site details or well
8. Number of wells constructed:
construction details You may also attach additional pages if necessary,
FROM
TO
DIAMETER SLOTSIZE T111ClfNESS MATERIAL
51
f`'
36
f" 2
'n' ..012
Sch.40 PVC
10. Static Crater level below top of casing: 41 (ft.)
ft.
11 water level rs above ca;nrg, rite - "
fl.
in.
24b. For Iniection Wells ONLY: In addition to sending the form to the address In
Is. GROUT
24a above, also submit a copy of this form Within 30 days of completion of well
12. 'Yell construction method:
construction to the following:
FROM
TO
Division of Water Resources, Underground Injection Control Program,
MATFRIAt.
F mAACEM cr, F MFTUO1) & AMOUN-r
31
ft.
0
ft.
Port/Bent.
Tremie
34
f`
31
ft-
Bent. Chips
Dropped
ft.
ft.
I
155 fr• 134 fr• 1 #2 Dropped 1
ft. I ft.
rt. 1
fr. No samples
ft.
fr.
ft.
f[.
fr.
rr.
ft.
ft.
ft.
ft.
ft.
fr.
County Parcel identification No (PIN)
Sh. Latitude and Longitude in degrees/minutes./seconds or decimal degrees: 22 C ifi anon:
(ifsvell field, one ladlong is sufficient)
N `y.
4/26/19
Signature fCcrtincd Well Con auar Date
6. is (are) the well(s): OPermanent or ❑Temporary
13r x tis jorrn, I her rt{fi that the well(s) was (here) cons[ruc[ed in accordance
u-ith 15A NC'AC 02C ,0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
7. Is this a repair to an existing well: ❑Yes or ONo
copy ofthis record has been provided to the ,cell owner,
1l this a a repao, fill ort known a e/1 construe tion infornratroir and explain the nature Wilt,,
rapair [older =21 rework, section or on thra bay:{- Of thr fbrrrr
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
8. Number of wells constructed:
construction details You may also attach additional pages if necessary,
For multiple it jection or non -water supply wells 0A'LY with the same construction, you can
submit one jorm
SUBMITTAL INSTUCTIONS
51
9. Total well depth below land surface: (rt.)
24a. For All Wells: Submit this form within 30 days of completion of well
Ih'or• multiple wells lis[ all depths j t/tljereirt (e.canrple- 3 200and 2 x1100')
construction to the following:
10. Static Crater level below top of casing: 41 (ft.)
Division of Water Resources, Information Processing Unit,
11 water level rs above ca;nrg, rite - "
1617 Dlail Service Center, Raleigh, NC 2 7699-1 61 7
11. Borehole diameter: 8 (in.)
24b. For Iniection Wells ONLY: In addition to sending the form to the address In
Auger
24a above, also submit a copy of this form Within 30 days of completion of well
12. 'Yell construction method:
construction to the following:
(i a auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13x. field (gym) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one coPe of this form within 30 days of completion of
13b. Disinfection type: Amount:
well construction to the count, health department of the count)where
constructed,
Form GW -1 North Carolina Department of Enviromnenl and
Natural Resomces — Di%ision of Nater Resources Revised August 2013

WELL CONSTRUCTION RECORD
This tmm can be used for single of multiple svel is
1. Well Contractor Information:
Joshua Ellingworth
Well Contractoi Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
1.,x1 all apl,heohle well pernnts O.e. CounnY, Slab. I •ariam e, Inierlion. etc I
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑lrri ation
Non-yy'ater Supply Well:
❑Monitoring ❑Recovery
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
L1 Subsidence Control
❑Geothermal(Closed Loop)
❑Tracer
❑Geothermal (Heana . 'oolin, Rewrrl)
❑Other c\taltl under #21 Remarks)
4. Date Well(s) Completed: 6/8/15
Well IDN AB -413R
5a. Well Location:
6" in
Duke Energy
16. INNER CASING OR TUBING ieeolherruld elimrd-lsuqil
Facility/Owner Name Facility IDH (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Addiess, City, and Zip
Stokes
County Parcel identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one lat'long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
W
Fur Inieinal Use ONLY
14. WATER ZONES
2.5 F`
144.5 fr.
20. DRILLING LOG (attach additional sheets if necessary)
Wet
ft.
ft.
0 It-
2.5 ft.
15. OUTER CASgNis(for mnitl-cured well%) OR LIN£R if■ Braille
FROM
TO
DIAMETER
I TIi[CKASS ASATF_R[AI.
0 ft•
88.0 ft-
6" in
Sch.40 PVC
16. INNER CASING OR TUBING ieeolherruld elimrd-lsuqil
M111.1
TO
DIAMETER
TRIC k.NTSS MATERIAL
0 fL
95.5 ft-
5 in.
Sch.40 PVC
0 ft.
137.5 ft.
2 in.
Sch.40 PVC
1r. SUREEIN
FROM
10
1 JA.Mf71£R SI.111
SII.£ 'f R1CKNESS MATERIAL
137.5ft' 142.5 ft•
2 in.
.010" SCh. 40 PVC
ft.
ft.
in.
constructed
W GROUT
Natural Resources- Division of Water Resources Revised August 2013
Fn0!1t
I TO
MATERIAL
E.►IPi_AC EMF.NT Mk"fIIOD & AMOUNT
0 ft.
138.5 et.
Portland
Tremie
138.5 fr•
140.5 fr•
Bentonite
Dropped
ft,
ff.
140.5 ft• 144.5 fl- #2 Sand I Dropped
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM
TO
OF-SCRI trrIQN trolnr. hard am, s WVnrr h t r, is raixe, reel
0 It-
2.5 ft.
Brown/Grey Moist Soft Ash
2.5 ft.
88.0 ft,
Brown/Grey WetSoft Ash
88.8 ft.
144.5 ft.
Brown/Grey Dense Bedrock
ft.
ft.
ft.
ft.
construction to the following
2.5
ft.
ft.
Division of Water Resources, Information Processing Unit,
ft.
ft.
11. Borehole diameter: 8.0/6.0/5.0 (in)
22. [' rti tcation:
(?.31,
/15/15
JU` iiiredWl[5urxuuiDate
,ugz /farm, / A�nIt cerli(i, that the well(s) ,ras (u •ere) comiruc•led in accordance
with Lr ' 02C.01(1(l or 15A AICA(' 02C 0200 l Cell Convirtection Standards and that a
7. Is this a repair to an existing well: ❑Yes or ElNo
copy- o't/ri.c record hay been provided to the well n nrner,
If//iv is a repair ill oul knwrn well conviruction inlorouatim and explain the nature of dnc
repair under 21 remarks section or on the hack o/ div lorm.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed: -1
construction details. You may also attach additional pages if necessary,
h'or multiple hilecuon or non -water supply wells ONLY with the sante canstruction, yon can
submit one form.
SUBMITTAL INSTUCTIONS
9. Total well 5 depth below land surface: 142'
p (fL}
24a. For All Wells: Submit this form within 30 days of completion of well
For i n laple wells list all depths it dillerenl (example- 3 x)200, and 2(a)10(r)
construction to the following
2.5
10. Static water level below top of casing:
Division of Water Resources, Information Processing Unit,
It u aterlerel is above caving, use - "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0/6.0/5.0 (in)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Au Coring, Rota
Auger, 9 Rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy, of this form within 30 days ofcompletion of
13b. Disinfection type: Amount:
well construction to the count), health department of the county where
constructed
Foam GW -I Noah Carolina Department of Environment and
Natural Resources- Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used foi single of mulliple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
I ist all applicable owe/l permits (i,e, County, State, Variance, injection, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
Non -Nater Supply Well.;
f`'
2 M on itori ng
❑ Recovery
Infection Welh
85.5
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwatel Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal I HcatinglCoohnpRetum)
❑Other(explain under #21Rvmarks)
4. Date Well(s) Completed: 6/5/15 Well ID# AB -4D
5a. Well Location:
Duke Energy
Facility/Orwner Name Facility TDk (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Par cel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N V1'
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ❑No
// this is a repair, Jill out known well construction intro •atom and explain the nature a(tlle
repair under = 2l iswiarks secuon or an the hack o/ this lnrnr.
S. Number of wells constructed: 1
Por inulaple hirection or non -,rater supply wells ONL 1' irate dee same construction, you con
submit orre.1brrn.
9• Total well depth hetow land Forfarr: 94'5 (ft.)
Fur nwhydv n-01, hsr all r epdow ( f d(lhrrion fcsan#V.e- 3ct 200' and 2.a)100')
10. Static water level below top of casing: _3•$.._....... (ft.)
l/ uater level is above casing, use - "
11. Borehole diameter: 8.0/6.0 (in.)
12. Well construction method: Auger, Fluid Rotary
(i a auger, rotwy, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY;
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
For Internal Lyse ONLY:
3.8 ft. 194.5 ft. I Wet
ft. I ft.
0 fr• 88.0 ft- 6" 7D• SCh. 40 LPVC
16. INNER CASING OR TUBING eothermat closed -loo
FROM I TO I DL4111ETER TH1CK'NES.S I MA'I'FRIAL
0 ft. 189.5 ft' 2 in. SCh. 40 1 PVC
ft. I ft. I in.
189.5 fr. 194.5 ft. 2 fn. ,010" ! Sch. 40 I PVC
ft. I ft. in.
0
f`'
85.5
f`
Portland Tremie
85.5
fr•
87.5
fr•
Bentonite Dropped
ft.
ft.
19. SAND/GRAVEL PACK If a licah[e
FROM
I MAWRIAL
E-MPLUT1IEItif hIEIIHFI]
87.5
ft.
94.5
ft.
#2 Sand
Dropped
ft.
I
ft.
0 ft. 3.8 ft. Brown Moist Med./ Stiff Clay with Silt
3.8 ft. 880 ft. Brown Wet Med./ Stiff Clay with Silt
88.0 ft. 94.5 ft. Grey Dense Bedrock
ft. ft.
ft. ft.
ft. ft.
ft. ft.
22. ( rt' nation;
_la 6/15/15
Signature +F(]critlunl l j1hy
t3uiracior Date
By '.v fus tln:c form, h cer•ti/i, that the uell(s) was (were) constructed in accordance
with .. f'.�[' 02('.117 {](y nr l�A N('A(' 02(' .0200 Well t'ortstrirc•lirni 5'Imrdords' and that n
copy o/ this record has hear provided to the well corner,
23. Site diagram or additional ►veil details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary
SUBMITTAL INSTUCTTONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of\Yater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
well construction to the county health department of the count) where
constructed
Foiin GW -I North Carolina Department of'Environnient and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This rerun can be used foi single of multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compare Name
2. Well Construction Permit #:
Lal rill applicable a ell permas (Ire- Coun4.Gale, Varian,,, Injection, etc%)
3. 'Yell Use (check well use):
Water Supply Well:
❑Agricultural MMunlcipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Ind ustrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
MMonitorine ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 1
4. Date Well(s) Completed: 6/4/15 Well ID# AB -4S
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifivell field, one Iat,long is sufficient)
N W
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ON -es or 7lNo
l/ this is a repair, fill out known well construction inlormalion and explain the WoUre of the
repair raider -21 remarks sermon at- un the back o/ dies linin
8. Number of wells constructed: 1
For multiple injection or non-waler.supplp wells ONLY with the same construction,yon can
submit ane farm -
9. Total well depth below land surface: 18.0 (ft.)
l•'ar multiple wells list all depths if dillcrent (example- 3 a)200' and ?a 100')
10. Static water level below top of casing: 3.8
11 utter leral is above casino, m'e
11. Borehole diameter: 8'0 (in.)
Foi Intemal ( Ise ONLY.
14. WATER ZONES
FROM I rl
IIf:SfRII1I IIIN
3.8 fru. 18.0
Ir.
Wet
fru.
rr.
15. OUTER CASING for t athcased wells OR LiIYER if a licable
FROM
TO
DIAMETER
THICIsTFSSr MATERIAL
ft.
fru.
In.
16. INNER CASING OR TUBING eotherma] closed -loo
FROM TO
DIAMETER THICKNESS MATERIAL
0 ft' 3.0
ft.
2 in.Soh. 40 PVC
R.
ft.
in.
1:. SCRF.1_N
FROM TO
DIAMETER SLOTSU.E TTIICKNECC MATERIAL
3.0 ft' 15.0 1t'
2
In. .010" Sch.40 PVC
ft. ft.
in.
18. GROUT
FROM TO
MATERIAL .EM PUC EM FNT Al Ell lO D&AMOUNT
0 ft' 1.0
1t,
Portland Tremie
1.0 ft. 2.0
1t.
Bentonite Dropped
ft.
ft.
19. SAND/GRAVEL PACK (if a licable
FROM TO
MATERIAL I EAII'IACF.MENT 61rMOD
2.0 ft. 18.0
1t•
#2 Sand Dropped
ft.
fru.
20. DRILLING LOG (attach
additional sheets ifnecessary
FROM TO
DISCRIPTION rular, h"dnesi, suihcirk Iv a °rain size, etc.)
0 ft- 3.8
ft.
Brown Moist Med./ Stiff Clay with Silt
3.8 ft. 18.0
ft•
Brown Wet Med./ Stiff Clay with Silt
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22. Crt rcatitlp:
6/15/15
Sigtrature f Certified WtIl Contractor Date
l35'sl,C{rNIg nr /firm. 12 •hv certib, that the u•ell(s) was (were) constructed in accordance
',lt' 02(' x11 ) or 15.9 VC.4C 020..1200 Well Comirnetioa Slandards and that a
cop), of this record has beech 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
construction details You may also attach additional pages if necessan,
SUBMITTAL 1NSTUCTIONS
24a. For All Wells: 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 Infection Wells ONLY: In addition to sending the form to the address in
Auger 24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Iniection Wells:
Also submit one copy of this form within 30 daysofconmpletionof
13b. Disinfection type: Amount:... well construction to the county health department of the count), where
constructed
Form GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This foam call be used fou single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam'Name
2. Well Construction Permit 4;
List all applicable well permits (i e Coi nY, Stale. Varum•, In/ecnon. CIC)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑irri ation
Non -Water Supply Well.
❑O Monitoring ❑Recovery
Injecfton ►tell:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
4. Date Well(s) Completed: 6/4/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 Remarks)
Well ID# AB-4SL
Facility/Oamer Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Pau cel Identification No (PIN)
5b Latitude and Lon itude in de rees/minutes/seconds or decimal de re -s
• g g
(if %yell Geld, one lat'long is sufficient)
g
N
V•'
Sch.40 PVC
6. Is (are) the well(s): [OPermanent or ❑Temporary
I
7, is this a repair to an existing well: ❑Yes or ❑No
in.
/rthi.s is a repair, Jill pill known II ell coilSietii lion inlormaliari and explain the nantre
of the
repair under =21 remarks secoan or on the baeA o/ dl/.s JOrM.
11F5C'HIP'f IOV lrntnr. luardners. xulllrodu tyle, grain sive, etc.)
1
FROM
S. Number of wells constructed:
DIAMFTER
For nudliple hileclion or non-iraler supply wells ONLY irah dee sonic construction, you can
submit one form.
61.0 fr,
61.0
in.
9. Total well depth below land surface:.
ft.
hor nndtiple n ells list all depths i/'erenl (example- 3 200' and 2((-11l00,)
ft.
3.8
ft.
10. Static water level below top of casing:.
(ft.)
11 ualer level is ahm•e casing, use -
ft.
11. Borehole 8.0
TO
diameter: (in.)
MATERIAL
Auger
0 f`'
12. Well construction method:
f`•
(i e, auger, rotary, cable, direct push, etc )
Tremie
FOR "'ATER SUPPLY WELLS ONLY:
49.0
13a. Yield (gpm) Method of test:
Bentonite
Dropped
13h. Disinfection type: Amount:
rt.
Fui Inteinal Use ONLY,
3.8 f`' 61.0 fL Wet
ft. ft.
IS.OUTER CASING for mulls -rimed netts) OR LIN tai 4 it0111 dicah][
FROM I TO DI.%NlFTF--R1TrUCKNFSS R1.1'1FRI.IL
ft. ft. in.
0 f`
51.0
ft
2 to
Sch.40 PVC
ft.
I
fr.
in.
FROM
17. SCREEN
11F5C'HIP'f IOV lrntnr. luardners. xulllrodu tyle, grain sive, etc.)
0 ft.
FROM
TO
DIAMFTER
SI.OTSIZF. THICKNESS MATERIAL
51.0 ft.
61.0 fr,
2
in.
.0101, Sch.40 PVC
ft.
ft.
ft.
in.
ft.
IS. GROUT
ft.
ft.
FROM
TO
MATERIAL
FMPLACEMFNT Ml --J If011 .S AMOUNT
0 f`'
47.0
f`•
Portland
Tremie
47.0 fr.
49.0
ft-
Bentonite
Dropped
ft.
rt.
49.0 f-
61.0
f`
#2 Sand Dropped
fr,
rr.
20. DRILLING LOG (attach additional sheets if necessary
FROM
TO
11F5C'HIP'f IOV lrntnr. luardners. xulllrodu tyle, grain sive, etc.)
0 ft.
3.8
ft,
Brown Moist Med./ Stiff Clay with Silt
3.8 ft.
61.0
ft.
Brown Wet Med./ Stiff Clay with Silt
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
22. ('e Ation:
rye.
LI " ! rn W !15/15
SiltnalorcI)Jlorni,
nitind Well Copt :tnr Date
Hp seg'A,• l heirrh)� - 'ap• that (lie uell(s) u'as (were) corutrucled in accordance
with 15A Al '4C 02[' .0/00 or 15A HVAC IO2C .0200 Well Construction Standards and that a
Copy o/ this record liar been provided to the bell mrnen
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details of well
construction details. You may also attach additional pages if necessary
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
well construction to the count' health department of the count), where
constructed.
Folin GW -I North Catolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This tbI nr can be used to single of Lou I Iiplewe I is
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #:
Lot oil opphcohle hell perinas (i,e ( `moot•, .State, I•ariance, /nleetion, etc.)
3. Well Use (check well use):
Water Supply Nell:
❑ Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑lrri ation
�Nan-NA'ster Supply Nell:
MMonitorini! ❑Recoven,
inject to" 11 ell;
❑Aquifer Recharge
❑Aquiter Storage and Recovery
❑Aquifer Test
❑ENperimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatine/Cooline Return
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
[]Tracer
❑Other (explain under #21
4. Date Well(s) Completed: 6/12/15 Well ID# AMD
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City. and Zip
Stokes
County
Parcel Identification No, (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one lat'long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
H'
7. Is this a repair to an existing well: ❑Yes or ONo
It thn tc a repmr, fill out knoirn tall eonstrucnom ur/nrrnonon and explain the nauu•e n_/ the
repair under =21 reumorks seetion or on the hack o/ this Burin.
8. Number of wells constructed: 1
h'or multiple injection or non -water soppl), wells ONLY iridr the same construction, you can
subrnir one,%arn,
Foi Internal Use ON[-)
14. WATER ZOYF_S
9. Total well depth below land surface:
Fi UM
10
construction to the following
1105cluIll ION
3.8 fry
104.5
f`
Wet
ft.
AugerFluid Rotary
ft.
12. ll'ell construction method: ,
15. OUTER CASING (for multi-CMedx•ells)OR LINER if a licable
FROM
TO
DIAMETER
THICKNESS MATERIAL
0 ft.
88 0
ft.
6" 1"
SCh. 40 PVC
16. INNER
CASING OR TUBING eothermal closed -loo
FRnNi
TO
DIAMETER TH I('h'N ESS M VITIUAL
0 f`
97.0
ft-
2 in. SCh. 40 PVC
ft.
I
ft.
in.
17. SCREEN
FROM
TO
Ur"mr-rfle
s1SPl sizu 7111C.KNFSS MAI ERIAL
97.0 fL
102.0 fL
2
r" .010" SCh. 40 PVC
ft.
ft.
in.
I& GROUT
FROM
To
MATERIAL I All 11 -kc F 411: NT AI E7T11 pU &AMOUNT
0 f`•
93.0
ft-
Portland Tremie
93.0 ft.
95.0
fry
Bentonite Dropped
ft.
ft.
19. SAND/GRAVEL PACK if applicable)
FROM
TO
MATERIAL F7,1111 st FMFN-I MIFTHOD
95.0 fry
104.5
fry
#2 Sand Dropped
20. DRILLING LOG (attach additional sheets if necessarvi
FROM
TO
DFSCRIPIInN trulnr, I-LITIeae, suilhmk ivm, -rain size. etc.
0 f`
3.8
ft.
Brown Moist Med./ Stiff Clay with Silt
3.8 ft.
88.0
ft.
Brown Wet Med./ Stiff Clay with Silt
88.0 ft•
104.4
f`•
Grey Dense Bedrock
ft.
R.
ft.
ft.
ft.
ft.
ft.
ft.
2I- RENI AR"
j
reahon:
r ' �~ . 6/15/15
t51 �Crrr red Well ( on1(rsetor Date
By svgr itt: fit s form, i ltc-c' • cerhfj, that /lie ireil(.$) ira.c (were) constructed in accordance
widt 15. A' �t(' 02C .ff1(N) err 15A A'AC 02(' 0200 Well Conctruchorr Standards and that a
(ropy o/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
construction details, You may also attach additional pages ifnecessary
SUBMITTAL INSTUCTIONS
102
9. Total well depth below land surface:
(ft.) 24a. For All Wells: Submit this form within 30 days of completion of well
For multiple trehs list all etepths iJdhf)i�reut (example- 3o ton' and 2 a /no•)
construction to the following
10. Static water level below top of casing: 3.8
Division of Water Resources, Information Processing Unit,
It tracer lerel n above casing, ase " "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter:. 8.0/6.0 (in.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
AugerFluid Rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. ll'ell construction method: ,
construction to the following:
(i.e auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 daysofconipletionof
13b. Disinfection hype: Amount:
well construction to the county health department of the county where
constructed.
For GW -I Nath Carolina Department of Environment
and Natural Resources - Division ol•Watei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form call be used foi single or multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
CompanN Name
2. Well Construction Permit 4:
La.si all applic-ohle u-cl/ permits fl.c, County, Store, 1'ariancr, Injection, ere,)
3. Well Use (check well use):
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑Irrigation
Non -Water Supply Well:
OMonitorine, ❑Recovery
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal
❑Other(explain under 421
4. Date Well(s) Completed: 6/13/15 Well IDN AMS
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one lat'long is sufficient)
H
6. Is (are) the well(s): OPermanent or ❑Temporary
7. is this a repair to an existing well: 01'es or ❑No
If las as a repair, fill our known well c on.stru(rron rnfornnaton crud explain fire nature of the
repair under -21 remarks .section or on the back of lhis,lornn
8. Number of wells constructed: 1
For nudliple injection or non-sralersupply wells ONLY rrth the same construction, you can
.submit ane,lornn.
9. Total well depth below land surface: 18.0
Por nudliple hells list all depths ij+6/lerent (example- 3a 200' and 2 a) 100')
10. Static water level below top of casing: 3.8 (ft.)
I/ starer lerel is ahore casing, use " "
11. Borehole diameter: 8.0 (in.)
12. Well construction method: Auger
(i a auger, rotary, cable, direct push, etc )
Fur Internal Use ONLY
F4. NATER ES
tRONI TO
DFscR1rllOx
3.8 f` 18.0
fr•
Wet
ft.
ft.
15. OUTER CASING for multFrased wt441 OR LTNER 'f a ieeblr
FROM TO
IILi Ai F.TEIt iii 1('1x'1 FSS .MATERIAL
ft.
ft.
16. INNER CASING OR TiiRIN eathermal elosed4wl
FROM TO
111.1N1F'rPR TH I MATERIAL
0 fr, 3.0
ft•
2 In.Sch.40 PVC
ft.
ft.
in.
17. SC1tE N
FROM TO
DIAMETER SLOTNIZE I THICKNESS MATERIAL
3.0 f` 15.0 ft.
2
in. .010" Sch.40 PVC
ft. ft.
in.
19. GROUT
FROM TO
MATERLIL EM PI. NC EAIENTAtE-FOOD&AAS4tlW
0 rr. 1.0
ft.
Portland Tremie
1.0 fr• 2.0
ft.
Bentonite Dropped
ft.
ft.
19. SANDIGRAVIFTT-PACK 4 If. lfuNe
FROM TO
MATF.RFAI. E711PI.ACEMENTNIMIOD
2.0 ft. 18.0
fr.
#2 Sand Dropped
ft.
ft.
20. DRILI.INC: L(1(: ■rtseb xddltiamd shirts If netessa
FROM
TO
DESCRIP'I-[ONti(color.hardurss.aailrr•uckr c, Crain size. etc,
0 ft.
3.8
ft.
Brown Moist Med./ Stiff Clay with Silt
3.8 f`•
18.0
ft.
Brown Wet Med./ Stiff Clay with Silt
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22. C rtif ntinw
111111 A „ ? �• 6115/15
Signature fC'uiifiwd N'e wltrK6 Tl to
By ,r this farm, / !eI certifj. that the a el/(s) utas (were) constructed in ac•cornlance
with 15.4 AVAC 02C,0100 or 15A AVAC 02C.0200 Well Comtruclion Stamlard_s and that a
Copp o/ this record has been proricled 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
construction details You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS .
24a. For All Wells: 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
246. For Infection 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
13a. field (gpm) Method of test: 24c. For Water Supply & hliection Wells:
Also submit one copy of this form within 30 daysofcompletionof
13b. Disinfection type: Amount: �. well construction to the county health department of the countN, where
constructed
Form GW -I North Carolina Department of Environment and Natural Resources - Division of Waler Resources Revised August 2013

WELL CONSTRUCTION RECORD
This loins can be used loi single of multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:..
List all applicable ire/l pernift.v if,e. Coin/r, Stare, I'ariance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
❑O Monitorine ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 1
4. Date Well(s) Completed: 6/13/15 Well 1134 AB-5SL
5a. Well Location:
Duke Energy
Facility/Owner Name Facility IDN (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field one lat'long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
MA
7. Is this a repair to an existing well: 01'es or EINo
/l this is a repair,, fill out known well c•ansiruc tion information and explain flit, natitre of flit,
repair under -. 21 remarks section or on the back til dos form
8. Number of wells constructed: 1
For mmdriple hilection or non -wafer supple wells ONLY with the same construction, You can
submit one lora.
9. Total well depth below land surface: 44'0 eft.)
For nndiiple n ells list all depths ifditbi rent (example- 3 x200' and 2(a 100')
10. Static water level below top of casing:. 3.5 (ft.)
l/'wafer lerel is above casing, use " "
11. Borehole diameter: 8'0 (in.)
Per Intei nal Use ONLY.
14, WATER ZONES
FRO11
TO
Dr:ScRIr't 1ON
3.5 f'
18.0 f'
Wet
ft.
Ft.
15, OUTER f-.ASFtiG (for
multi -tamed *Alm OR LINERif a tlicaWr
FROM
TO
DIAMETER THICKNESS M1SATERt.4L
ft.
ft.
I in.
lei. T," -ER CASING OR'I'UeING ea thermal cloted•loa
FROM TO
DLIMFTTR 11-11Kr:NFS.S MATER[.A1.
0 ft' 34.0 ft'
2 '"' Sch.40 PVC
ft. ft.
In.
17, SCREEN
FROM TO
DIAAIFTER SHIT SIZE
THICKNESS MATERIAL
34.0 ft' 44.0 ft•
2 in. .010"
Sch.40 PVC
ft, ft.
in.
18. GROUT
FROM TO
MATERIAL 1,1 NLM1(.'FM FN'f NM,I[OD S AMOUNT
0 ft' 30.0 ft'
Portland Tremie
30.0 ft. 32.0 ft-
Bentonite Dropped
ft. ft.
19. S,►NINGR-;VEt. PACK ifa licoblr
FROM TO
I MATERIAL FMPI.A(TMF, r rit m Pon
32.0 ft. 44.0 f'
#2 Sand Dropped
ft. ft.
20. DRILLING LOG attach additional sheets ifneeessary
FROM TO
DESCRIPTION 101DI, leardnr-, -A'F"klygir. in sin, etc.
0 ft- 3.5 ft.
Brown Moist Med./ Stiff Clay with Silt
3.5 R. 44.0 ft.
Brown Wet Med./ Stiff Clay with Silt
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS
22. C.'e tiff ation:
1 6/15/15
Signature o'Certified �k clj 'nntraelor V Date
HI' rlgr ng I Is Jirrnr, /fit ,•c r vertf(i, that the wellts) was (were) constructer/ ire accordance
widt ISA 91' 02('.0/0 ur hA AC 02',0200 Net/ ('rnuyrurtion.Standards and that a
cop, q 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 of well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection Wells ONLY: In addition to sending the form to the address in
Auger 24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i e. auger, rotas, cable, direct push, etc )
Division of Water Resources, Underground injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yieldm Method of test: 24c. For Water Supply & Injection Wells:
(gP ) Also submit one copy of this form within 30 daysofcompletionof
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Form G W -I North Carolina Department of Environment and Natural Resources- Division ot'Water Resources Rel ised August 2013

WELL CONSTRUCTION RECORD
This tri in can be used fm single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compare Name
2. Well Construction Permit 4:
List all applicable a ell pernnts p e Count v, Stare, I ar+ame, htjerriun, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑industrial/Commercial
❑Residential Water Supply (shared)
❑Irrigation
FROM TO
Non -Water Supply Well:
ri s[ RiPTION
EMonitorina
❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cool ing Retum
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 F
4. Date Well(s) Completed: 5/19/15 Well 110 AB -6D
Sa. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one lat'long is sufl7cient)
1011
6. Is (are) the well(s): ©Permanent or ❑Temporary
i9A
7. Is this a repair to an existing well: ❑Yes or ZlNo
h"this is a repair, /ill ,at known well c•omirucrion inlormarion and explain ncC mrmrc of dre
repair undcr --21 remarks section or on the haPk a% chis jornr.
8. Number of wells constructed: 1
For nmltiple h jec•tian or mut-water supply wells ONLY with the sante construction, Pau can
submit one lor+n.
9. Total well depth below land surface: 90'0 (ELI
hbr multiple wells list all depths tl ItIjerent (example- 3(a)200' and ? q I00')
10. Static water level below top of casing: 3.5 (fL)
l% a ater lercl is above easing, use.
8
Fri Internal Use ONLY:
14. NATER ZONES
FROM TO
ri s[ RiPTION
3.5 fr. 94.5
rr.
Wet
rr.
rr.
I5. OUTER CAS[NG (for mufti• ca sed wrtla OR LTKER fifa fllcable
FROM TO
111+1.1{FTFk T1{1t"iCNFtiS �IATFHIAI.
0 ft- 68.0
ft.
6" in Sch.40 PVC
16. INNER CASING OR TIIHINR; tothermat rinerd-Fon
FROM TO
I11.ANf FTFR TAR KI EES MATERIAL_
0 ft. 85.0
ft.
2 in.Sch.40 PVC
R,
ft,
in.
17. SCREEN'
FROM TO
DIAMETER SLOTSIZE I THICKNESS 1%l.ATERIAL
85.0 fr. 90.0 ft.
2
in. .010" Sch.40 PVC
ft. ft.
in.
18. GROUT
FROM
TO
MATERIAE_ ELIFI_1%CL LENT SIM1011 X AMOUNT
0 fr.
81.0
fr.
Portland Tremie
81.0 ft.
83.0
fr.
Bentonite Dropped
ft.
ft.
19. SAND/GRAVEL PACK (if a licable)
FROM
TO
MATERIAL rMI1I.ACFMt-_N'F METHOD
83.0 fr•
94.5
fr.
#2 Sand Dropped
ft.
ft.
20. DR] LLING LOG lAtftrh additional shcelx ifnecessa
FROM TO
DE.SCR WT IO\tnlat•• hprslrwe -1 V- rk IM. gLain shr e1 c.
0 fr• 3.5
ft.
Brown Moist Med./ Stiff Clay with Silt
3.5 fr• 68.0
ft.
Brown Wet Med./ Stiff Clay with Silt
68.0 fr• 94.5
ft.
Grey Dense Bedrock
ft.
ft.
rr.
rr.
ft.
fr.
fr.
rr.
21. REMARKS
22. (; tti clltio
7 6/15/15
Signature s 'f't:rtified Wel Vniro mn r halt
Hl' n nrnrj; his Inrnr.4l! !r�•
-AT certl(i' that the well(s) was (were) coaso,11cfed at accordance
02CO200 ii'ell Construction Standards and that a
coP), of this record liar 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
construction details You may also attach additional pages if necessan'.
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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
11. Borehole diameter: 6 0 (in) 24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger, Fluid Rotary 24a above, also submit a copy of this form within 30 days of completion of well
12. \Fell construction method: construction to the following:
(i a auger, iotan', cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR "'ATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, IVC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Folin GW -I North Carolina Department of Environment and Natural Resources - Division ol'Walei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This four can be used far sink or multiple NselIs
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
For Intemal Use ONLY
14. WATER ZONES
�2.9 ft. 112.0 ft. I Wet
ft. I ft. I
NC Well Contractor Certification Number 15, OUTER CASING I for omlti-cased w'elh
FROM TO MF
R
rE
Parratt-Wolff, Inc. ft. rt. in.
............
Company Name 16. INNER CAS1NG OR TURING I geatheir
VU0:<1 TO 131ANIETER
2. Well Construction Permit #: 0 ft. 2.0 ft. 2 in.
List all applicable iiellpenmts (t. a Counl➢, Slate, Variance, /njeelion, etc.)
3. Well Use (check well use): 17. SCREEN
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
❑+Monitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return
4. Date Well(s) Completed: 5/16/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑ Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 F
Well ID# AI3-6S
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsrell field, one Iat'long is sufficient)
N W
6. Is (are) the well(s): OPermanent or ❑Temporary
Sch.40 1 PVC
2.0 f` 112.0 f` 12 in' 1 .010" 1 Sch.40 PVC
ft. ft.
18. GROUT
FROM TO MATERIAL EMPI�IC"1EN_J IULTHOD & AMOUNT
0 f`' 0.5 f`• Portland Tremie
0.5 f`' 1.0 ft, Bentonite Dropped
ft. ft.
1.0
f`
12.0
f`
1 #2 Sand I Dropped
23. Site diagram or additional well details:
ft.
You may use the back of this page to provide additional well site details or well
ft.
construction details. You may also attach additional pages if necessary.
20. HRILLING LOG attarIt additional sheets if necm2 'J
FROM
submit one jornl.
' o
9. Total well depth below land surface: 12.0
DEtiCtt IPT I qti Irninr. hard nes., sr4l1mck type. pradn riu etc.
0
ft'
2.9
ft'
Brown Moist Med./ Stiff Clay with Silt
2.9
f`•
12.0
f`•
Brown Wet Med./ Stiff Clay with Silt
12. \'ell construction method:
ft.
(i a auger, rotary, cable, direct push, etc )
ft.
Division of Water Resources, Underground Injection Control Program,
ft.
1636 Mail Service Center, Raleigh, NC 27699-1636
ft.
24c. For Water Supply & Injection Wells:
ft.
13b. Disinfection hype: Amount-,
ft.
constructed -
onstructed.Form
ft.
Natural Resources -Division of Water Resources Revised August 2013
ft.
ft.
ft.
22. C kation:
6/10/15
10
Signature fl'erri5Vd II Contractor _ Date
/?r sl vnamt
IF: cerlt71, that the Well(.;) was (here) constructed at accormlance
multi !S: t'_i[ o2c-. wl or 15A AVAC 02('.0200 Well Construction Standards and that a
7. Is this a repair to an existing well: ❑Yes or ElNo
copy q/ this record has been provided to the trell owner.
/fthis is a repair, Jill out 6-1701111 well construction m/irrmotion and explain the mvurc ofmhe
repair ander -21 remarks section or on the back oftlas /brnr.
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
8. Number of wells constructed:
construction details. You may also attach additional pages if necessary.
h'or multiple injection or non -crater supply Wells ONLY with the sante construction, You can
submit one jornl.
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 12.0
24a. For All Wells: Submit this form within 30 days of completion of well
For multiple ,Cells list all depths i/ different (example- 3 a 200' mrd 2((-1)100,)
construction to the following:
10. Static water level below top of casing: 2.9 (ft,)
Division of Water Resources, Information Processing Unit,
// crater level is abort eas,og, mise
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter:. 8.0 (in.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger
24a above, also submit a copy of this form within 30 days of completion of well
12. \'ell construction method:
construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form wthin 30 days of completion of
13b. Disinfection hype: Amount-,
well construction to the county health department of the count) where
constructed -
onstructed.Form
For inGW -I North Carolina Department of Environment and
Natural Resources -Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used tin single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Fui Inteinal Use ONI.Yj
Well Contractor Name
3544-A
NC Well Contractoi Certification Number
Parratt-Wolff, Inc.
2.9 ft. 18.0 ft.
ft. ft.
15. OUTER CANING tfin
FROM
TO
ft.
ft.
Company Name
16.1NNER CASING Olt
FROM 'I'D
2. Well Construction Permit #: 0 ft. 13.0 ft• 2
1.1.81 all applicahlc wt,ll perIYPHN (J,e, (lnoh(R Stare, l arimlce, lnlerunn, cur,)
ft. ft.
3. Well Use (check well use): 17. SCREEN
Water Supply Well: FROM I TO I DIAMETER
❑Agricultural ❑Municipal(Public 13.0 ff 18.0 ft' 2 in.
( g g Supply) Supply (single)
rt,. rt,. in.
❑Geothermal Heatin /Coolie Su I ❑Residential Water Su ly
❑industrial/Commercial ❑Residential Water Supply (shared) 18.
FRI
❑irri ation 0
Non -Water Supply Well:
-KA_-;.__;.- 9.0
Injection Well:
El Aquifer Recharge
❑Aquifer Stotage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Retum)
4. Date Well(s) Completed: 5/16/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 Remarks)
Well ID# AB-6SL
Facility/Owner Name Facility 1D4 (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
19.o ft,. Portland
11.0 rt,• Bentonite
ft. I ft.
11.0 ft. 18.0 ft,.
ft. ft.
20. DRILLING LOG (att
FROM TO
0 ft. 2.9 ft.
2.9 ft,. 18.0 ft,.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
R. ft.
Physical Address, City, and Zip
21. REMA
Stokes
County Paicel Identification No (PIN) _
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22 C ifi
(ifwell field, one latIong is sufficient)
N,
►►.
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑l'es or ITINo
1l this iry a repair, Jill aur dvrrnrn Well cansiruetion i ilbrnhatrnh and explain flit,
nature n% the
repair under 2l M?Iarkv secnnn or un the backof Ihiv Jorm,
1
8. Number of wells constructed: ........
For i n ltiple ih jeciion or nun -water supply iwells ONLY bite the sante construction, you can
submit one form.
18.0
9. Total well depth below land surface:
(ft.)
h'nr multiple wells lui all depths i/ dillereru (example- 3 ct 200' and 2(a)100')
2.9
10. Static water level below top of casing:
(ft.)
ll u-ater lei -Cl IA abo•e rasnrg, use " '•
8.0
11. Borehole diameter: (in.)
12. Well construction method: Auger
(i a anger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. field (gpm) . Method of test:
136. Disinfection type: Amount:
Wet
•Ili ORi.iM1iER ifa livable
7111 L-ry\F55 MATFRE.ir
in.
tcrmal rlmcvl•lao
THICKNESS MATFRIAL
Sch.40 PVC
in.
SLOT SIZE THICKNESS 111.ATER IA
.010" Sch.40 PVC
LM I'L ICEME`T M£TIIOD dt AMOI
Tremie
Dropped
#2 Sand I Dro
sheets if
Brown Moist Med./ Stiff Clay with Silt
Brown Wet Med./ Stiff Clay with Silt
t 6/10/15
t�ibirs
f'er1�e well •urltrtfetur Date
jtrnr. 1 hereby cerli& that the irell(s) rrav (u•cre) conoructed in accordance
with ISA N('A(' f1_ 0100 or /54 .N('AC 02C .0200 Well ('nnsrrucnon Standards and drat a
cape of this record hav been provided to flit, well owner.
23. Site diagram or additional well details:
You may use [he back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL IN'STUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division ofWater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days ofcompletion of
well construction to the county health department of the count' where
consu ucted
Form GW -I North Carolina Department of Environnrenl and Natural Resources- Division of Watei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This loan can be used For single or multiple %sells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
Lixt all applicable u -ell permit.% 0.e, (Curb. State. I ariame, hgeclion. etc J
3. Well Use (check well use):
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
PROM TO
Z Monitoring
❑Recover'
lnjcctlon Well:
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
El Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under 421 Remarks)
4. Date Well(s) Completed: 5/15/15 Well IDN AB -7D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ❑No
Il this Iv a repair, fill out knnn o well c'unstructwo inlhrnratron and explain the nature of the
repair under 21 remarks secnan or on the hack o/ dos loon.
S. Number of wells constructed:. 1
hor rmduple infection or non-water.supply swells ONLY with the sante construction, ivu can
submit one lout.
9. Total well depth below land surface: 89.0
For nnuhiplc wells list all depths rl d{llerent (example- 3a 200' and 2((_H00')
10. Static water level below top of casing:
/f eater level is above casing, rive ' '
For Internal Use ONLY;
14. WATER ZONES
PROM TO
OnscollTION
ft.
ft.
15. OC'rEF[ CASING lier mold-casedIfl•IifFTFR we[Ic OR i.INER iF a licahlr
FROM TO
TiIICkNrs,
MATF•RIAL
0 ft- 176.5
ft- 1
6" in- Sch.40
PVC
16. INNER CASING OR TUBING (geothermal closed -loo
FROM TO
DIAMETER
THICKNESS
MAT ERl 11
0 ft. 84.0
ft.
2 in.
Sch.40
PVC
ft.
ff.
in.
l7. SCREEN
FROM 10
DIAMETER SLOT SIZE
THICKNESS MATERIAL
84.0 ft- 89.0 ft.
2
in. .010"
Sch. 40 PVC
ft. ft.
Fn.
IR GROUT
FROA1 TD
i
MAI f.RIAI.
1: tit l'L■CEMENT ri11_'TIIOD & A(VIOI"%'I
0 ft. 81,0
ft.
Portland
Tremie
79.0 ft. 81.0
ft.
Bentonite
Dropped
ff.
ft.
19. SAND/GRAVEL PACK 9 if appliicable
FROM
1 1-0
1fATERIAt I FMPLAC iIF-�TMFTHI)tl
81.0 ft-
91.0
ft.
#2 Sand Dropped
ft.
I
ft.
20. DRILLING LOG attach additional sheets ifnecessary).
FROM TO
DK9CRn91ON Icurm•,hmvtnest, sni Vinci; r, ruin r, rix.
0 ft. 76.5
ft-
Brown Moist Ash
76.5 ft. 91.0
ft.
Grey Dense Bedrock
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22. Ce life 'a
- 11 6/1/15
J
5igslnt rrrf•trtifi 'ell Contractor Date
/31' •rix rl + this hrl'n, l hereby certilj! that Ilse well(s) was (were) constructed in accordanc-e
n•rtll l5: _ AVAC 02C 0100 at, 15A AVAC 02' 0200 Well Construction Slandards and that a
caps' ofthi.s record leas beery provided to the well uuvrer.
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
(ft.) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: $ 0 (in) 24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger, Coring, Fluid Rotary 24a above, also submit a copy of this form wthin 30 days of completion of well
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division ofWater Resources, Llndergl•ound Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
For GW -I North Carolina Department ofEnvironnlenl and Natural Resources -Division of Water Resources Revised August 2013

«'ELL CONSTRUCTION RECOR-1)
This form can be used fm single of multiple xsclls
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Foi Inteural Use ONLY.
14. MIATER'ZONES
12 ft. 16 ft.
ft, ft.
ft. I e.
Company Name 15. INNER CASING OR TiIR
FROM TO 1
2. Well Construction Permit #: 0 ft. 5 ft. 2
1_i.et all applicable a ell permits (( e C'amuv, .pate, I`arranec, Inlec'van, etc'.% ft- ft.
3. Well Use (check well use): t7-lutRVFN —
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Irriaation
Nan -Water Supply Well:
mmonitoring
Injection Well-
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑ Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Retum)
4. Date Well(s) Completed: 4/3/15
5a. Well Location:
Duke Energy
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
El Subsidence Control
❑ Tracer
❑Other (explain under 421 Remarks
Well ID# AB -7S
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
Moist
oto OR LINER if a icablt)
TFiItE:'+FSS A7ATERIAL
in.
urirrnI clamed loo
THIt WENEC,';MATFRI.AL
in.
Sch.40 PVC
in.
15 ft. 5
ft. 2
'n' 1
.012 1 Sch.40 PVC
ft.
R.
18. GROUT
FROM TO
MATERIAL
I EM 11 LA C rm E'1r1 AlFTR 011 S AMOI'H,
1 ft. 0
ft.
PorUBent.
Tremie
3 ft. 1
rt•
Bent. Chips
Dropped
ft.
ft.
19, yAN'DIGRAV EL RACK
f i "hit
FROM TO
MATFRIAL
FMI1LICEMF1rntVM0n
16 ft- 3
ft.
#2
Dropped
ft,
rr.
20. DRI i.1 d tt; LOG (atint h cddilionsl shtels If rtr[nsa 'I
FROM TO
215CRIP11QN lculor, hardncxr- sn}tirnck. nin sire, etcj
ft.
ft.
No samples
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
County Paicelidentification No (PIN) J�
1
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22 t: a fie a
(ifwell field, one lat'long is sufficient)
N. W
6. Is (are) the well(s): IZPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ONo
I% this is a reparr, /ill ora knoww irell eon irur-uon injornranan and explain dw nature o% the
repair under >2I remarks section w- on dre bac.(Of tlrr, form.
8. Number of wells constructed: 1
For multiple it jection or non -water supply we//s ONLY with the same constriction, you carr
submit one form
9. Total well depth below land surface: 15 (ft,)
For multiple a ells fm all depths i1 different (eratuple- 3:a)200' and 2 1 I00)
10. Static (rater level below top of casing: 12 (ft.)
/( sra(:'r level it above casing, use "
11. Borehole diameter: 8
12. Well construction method: Auger
(ix, auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
„t— 4/20/19
Signature W.rtifsed 11 I Contractor Date
Ry sib n this jornt 11 reby cerlifi, that the well(s) Bras (were) constructed in accordance
with /1.4 LT 02('. 0 or /SA AICA' 02C.0200 Well Construction Standards and that a
cope of (lis record has hem provided to the utell owner
23. Site diagram or additional well details:
You may use the back of this page to provide additional Avell site details of well
construction details You may also attach additional pages if necessary
SUBMITTAL INSTUCTIONS
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,
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 Nithin 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one cope of this form within 30 days of completion of
well construction to the count), health department of the county where
constructed
Form GN' -I Ncuth Carolina Department of Environment and Natural Resow ces - Division of'A'atei Resources Revised .august 2013

WELL CONSTRUCTION RECORD
This form can be used for single of multiple %sells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam- Name
FROM
2. Well Construction Permit #:
List all applicable well permits (I e. Counh', Stare,
I'arlame, hnjecnan, ele,)
3. Well Use (check well use):
ft•
Water Supply Well:
5.0 ft•
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irrigation
ft.
Non -Water Supply Well:
ft.
17IMonitoring
❑Recover'
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
4. Date Well(s) Completed: 5/15/15
Sa. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Other (explain under 421 F
Well ID# AB -8D
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b Latitude and Lon itude in d / t / d d ' I d
For Internal Use ONLY,
5.0 fr. 85.0 fr. Wet
ft. ft.
15. OUTER CASING Ifor multi -cued wells) OR LIN €R of annlIca We]
0 ft. 168.0 ft, 16" in. I SCh. 40 I PVC I
0 f- 172.0 ft. 12 in.
ISCh. 40 -11 - PVC
_
ft. ft. in. I
72.0 ft' 77.0 ft 2 in. .010" 1 Sch.40 I PVC
ft. I ft. in.
18. GROUT
FROM TO'MATERIAL EM PI -Ar F'M r-N'1Ntir11013&AMOUNT
0 ft. 73.0 ft. Portland Tremie
73.0 ft. 75.0 ft. Bentonite Dropped
rt. rr.
75.0 ft. 185.0 fl- I #2 Sand I Dropped
I ft. I ft.
29. DKILLING LOG (gromb additional sheets ifircessa
FROM
TO
OFS['Rll'T11?N Rnlnr. haltnifA. soil+rack typt, grain sin, etc.
0 ft
5.0
ft•
Brown Moist Ash
5.0 ft•
68.0
ft•
Brown Wet Ash Ash Silt
68.0 ft•
85.0
ft.
Grey Dense Bedrock
ft.
ft.
ft.
fr.
ft.
ft.
rr.
ft.
g egiees m nu es secon s or cc ma egrees. 22 rti cation:
(if%s-ell Geld, one lat'long is sufficient) �.,
6/1/15
Sien:rrur 1fCerti4xd H•e Contractor Date
6. Is (are) the well(s): 171'ermanent or ❑Temporary
RI' sr,Ewa{it rr,s lana. ! kr' silt' crra& that the n•c!I(s) n'as (mere) constructed in accordance
n'ah .15.1 IC 02( .. I or 15.4 A'CAC 021 • .020(1 Well Construction Standards and that a
7. Is this a repair to an existing well: ❑Yes or ❑No copy ofthis record hat been provided to the u -ell owncr-
!l ilii% ns a repair, /ill aur bran n well consrnrcrian nrjbrnrunarn and erplann the ncnurr n/ itis
repair under -11 rcmarAs section or on the hack o/ 1111.% lornl 23. Site diagram or additional well details:
)'on may use the back of this page to provide additional well site details or well
S. Number ofwells constructed: 1 construction details You may also attach additional pages ifnecessary.
I•'or rinthiple h jecrron or noir-%rarer supply wells ON/ Y wah the sante construction, you can
submil one.lorm SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 77'0 (ft,) 24a. For All Wells: Submit this form within 30 days of completion of well
bier mulliple wells list all depths of (Ittlerenl (esarnple- 30)200' mrd 2(r /00') construction to the following:
10. Static water level below top of casing: 5.0 (ft,) Division of Water Resources, Information Processing Unit,
//baler lerel is above casing, use " - 1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0/6.0 (in) 24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger, Coring, Fluid Rotary 24aabove, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR "'ATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & In.iection Wells:
Also submit one copy of this form within 30 daysofcompletionof
136. Disinfection type. Amount: well construction to the county health department of the county where
constructed.
For in GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This for m can be used toi single or multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
For Imeenal Use ONLY -
4.5 f' 124.0 f' Wet
ft• ra1.G ft.
ft. I ft. I in. I J
Company Name 16. INNER
2. Well Construction Permit 4-
List all applicable r -ell pernras (m e• Cnull', Sfale,
3. Well Use (check well use):
Par ance, lr teci on, etc.)
FRI
0
#2 Sand
17
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Ind ustrial/Commercial
❑irri ation
❑Mumcipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
FRr
4.0
Sif rulnlrc a Certified Wel n met"r - Date
1$'
FRr
0
Non -Water Supply Well:
l7Monitoring
❑Recover,
TO
1.0
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothemlal (Closed Loop)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Geothemlal(Heating/Coalling.Retum) ❑ Other teaplainunder #21 Rctnari-%)
4. Date Well(s) Completed: 5/13/15 Well ID# AMS
Sa. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
f'• 14.0 ft. 12 in' I SCh. 40 I PVC
ft. I ft. I in.
f'• 19.0 f'• 2 '"' 1 .010" Sch.40 PVC
ft. I in. I
ft. 10 ft- I Portland Tremie
ft. 2.0 f'• Bentonite Dropped
ft, ft.
2.0
"
21.0
ft
#2 Sand
Dropped
ft.
I
ft.
Sif rulnlrc a Certified Wel n met"r - Date
6. Is (are) the well(s): UlPermanent or ❑Temporary
20. DRIL LANG I.()G
I uItlich addithmldshrtis ifnecexsa
FROM
7. Is this a repair to an existing well: ❑l'es or RlNo
TO
1%dus is a repair, Jill out kuou n yell conslructton in/ornumon and explain thenature of Ilii
DF -W. R1 PTIDN Icolnr, bxnl nem. witfruck type. rrain vile, tic.
0
f'
4.5
ft.
Brown Moist Med./ Stiff Clay with Silt
4.5
ft-
21.0
ft-
Brown Wet Med./ Stiff Clay with Silt
9. ToIal well depth bohaw land surface: 21 '0 (ft.)
ft,
klvrnrufxpitc ireh9 /lcralr delldl., )f.ehllercat fesuarrh•- 3@1200'(111,12(a)100')
ft.
10. Static water level below top of casing: 4.5 (ft•)
Division of Water Resources, Information Processing Unit,
ft.
1617 Mail Service Center, Raleigh, NC 27699-1617
ft.
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
AU ger
ft.
12. Well construction method:
ft.
(i.e auger, rotary, cable, direct push, etc )
ft.
Division of Water Resources, Underground Injection Control Program,
ft.
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field m
(gP ) Method of test:
ft.
ft.
13b. Disinfection type: Amount:
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
22 Ce i cation:
(if,vell field, one Iatllong is sufficient)
N q
Jr, �6/1/15
Sif rulnlrc a Certified Wel n met"r - Date
6. Is (are) the well(s): UlPermanent or ❑Temporary
s'tg tis Jornr, 1 e+'e1 , c,r1r& Thal the sell(-,) aas 6vere) constructed in accordance
,rilh i:.f•7 h'['Ar' ox' •n/r pr /)A A'r'AC 02C.0200 Well Construction Standards and that a
7. Is this a repair to an existing well: ❑l'es or RlNo
eopr of -this record has heen provided to the rte/I owner.
1%dus is a repair, Jill out kuou n yell conslructton in/ornumon and explain thenature of Ilii
repair [aider =21 remar•kvsecnon or on the back oflhu_Jbrm-
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
8. Number ofwells constructed:
construction details You may also attach additional pages ifnecessan'.
h'or multiple nyec-tion or non -crater Supply urlls ONLY wilt the same construction, You can
submil one forne
SUBMITTAL INSTUCTIONS
9. ToIal well depth bohaw land surface: 21 '0 (ft.)
24a. For All Wells: Submit this form within 30 days of completion of well
klvrnrufxpitc ireh9 /lcralr delldl., )f.ehllercat fesuarrh•- 3@1200'(111,12(a)100')
consWction to the following:
10. Static water level below top of casing: 4.5 (ft•)
Division of Water Resources, Information Processing Unit,
If,ralerlerel is ahore coring, use "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (in.)
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
AU ger
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i.e auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field m
(gP ) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 daysofcompletion of
13b. Disinfection type: Amount:
well construction to the count)' health department of the count), where
--
constructed -
Form GW -I North Carolina Department of Environment and
Nanrral Resources - Division of Waler Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used tai single of run Itrple xxeIIs
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name .
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
List all apphcahle well peroiits (i.e. Counlp, Slate, I'arionce, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non-11'atei- Supply Well:
OMomtoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (HeatinpXpolmc Return
4. Date Well(s) Completed
5a. Well Location:
Duke Energy
Facility/Owner Name
3195 Pine Hall Rd
Physical Address, City, and Zip
Stokes
County
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explam under #21 Remarks
5/12/15 Well ID# AB-8SL
Facility ID# (ifapplicable)
Walnut Cove, NC 27009
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N 14'
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: 01'es or ❑No
if this is a repairfill out knr lrn hell ionslrnruon nrfn oration and erplaur the notary of the
repair under :21 remarks section or on the back o/ this Zarin.
8. Number ofwells constructed: 1
har ninhiple injection or noir-baler supply wells ONLY with the same construction, yott can
sabmil one jarni.
Foi Internal [Ise ONLY
22. C rli eafiow
k 6/1/15
s;ptat011
Cw1ilicd }fell 'untraeton Date
R1 xiuse %brig � y eerti/i' that the ae1l(s1 was (were) constructed in accordance
+rilh 15A NCAC 020,0100 or 15A AICAC D2C,0= 00 Well Construction SlarrdaritV and that a
copy of this record has heerr provided to the hell r u•ner.
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 additional pages if necessary,
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 54.5 ,(ft,)24a. For All Wells: Submit this form within 30 days of completion of well
For mttliple wells /is/ all depths i/ di#erent (example- 3@200' mid :a 100') construction to the following:
10. Static water level below top of casing: 21.0 (ft,) Division of Water Resources, Information Processing Unit,
I/ nater level is chore easing, use " 1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (in.) 24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger 24a above, also submit a copy well
this form within 30 days of completion of ell
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
- Also submit one copy of this form within 30 daysofcompletionof
136. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Fon in GW -I North Carolina Department ofEnvironmenr and Natural Resources - Division ol' Water Resources Rex iced August 2013
14. WATER ZONES
r•Rn►t I Tn
I uF5rR2irrlo.N
21.0 ft• 54.5
ft•
Wet
ft.
ft.
15. OUTER CASING (for multi -cased wells OR LINER ifs licable
FROM
TO
DIAMETER
THIfKNE_SS N1AT L'rtiAL
ft.
ff.
in.
Ib. IN'14ER CASUVG OR TUBING (gee the ellaed-loo t
FRf)M TO
f11AMFT .R Tii[r'1,`NFG.S A1.{TEH]AL
0 ft' 37.0
ft-
2 in' Sch.40 PVC
ft.
ft.
in,
17. SCREEN
FROM TO
DIAMETER SLOT SIZE THI CYiti F_SS MATERIAL
37.0 ft- 47.0 ft•
2
in. .010" Sch.40 PVC
ft. ft.
in,
IS. GROUT
FROM
TO
MATERIAL- FMPI-kr FMEN-I' METHOD & AMOUNT
0 ft.
33.0
ft-
Portland Tremie
33.0 ft.
35.0
ft•
Bentonite Dropped
ft.
ft.
19, SAINDIGRAVLL PACK (ifa arable)
FROM TO
MATERIAL FMPFACEILIFN'rMETHOD
35.0 fl- 54.5
fl-
#2 Sand Dropped
fr.
ft.
20. DRILLING LOG attach additional sheets Ifaccessary)
FROM TO
Dysicin flo Nti Icalor. It srdn6t, xn]Unve k iytir, rain sir. etc.
0 ft 21.0
fl.
Brown Moist Med./ Stiff Clay with Silt
21.0 ft• 54.5
fl-
Brown Wet Med./ Stiff Clay with Silt
rt.
rr.
rt.
rt.
I.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22. C rli eafiow
k 6/1/15
s;ptat011
Cw1ilicd }fell 'untraeton Date
R1 xiuse %brig � y eerti/i' that the ae1l(s1 was (were) constructed in accordance
+rilh 15A NCAC 020,0100 or 15A AICAC D2C,0= 00 Well Construction SlarrdaritV and that a
copy of this record has heerr provided to the hell r u•ner.
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 additional pages if necessary,
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 54.5 ,(ft,)24a. For All Wells: Submit this form within 30 days of completion of well
For mttliple wells /is/ all depths i/ di#erent (example- 3@200' mid :a 100') construction to the following:
10. Static water level below top of casing: 21.0 (ft,) Division of Water Resources, Information Processing Unit,
I/ nater level is chore easing, use " 1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (in.) 24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger 24a above, also submit a copy well
this form within 30 days of completion of ell
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
- Also submit one copy of this form within 30 daysofcompletionof
136. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Fon in GW -I North Carolina Department ofEnvironmenr and Natural Resources - Division ol' Water Resources Rex iced August 2013

WELL CONSTRUCTION RECORD
This fentin can be used fir single a multiple sells
I. Well Contractor Information:
Joshua Ellin worth
g
Foi Inte,nal use ONLY:
O
6. is (are) the well(s): Permanent or ❑Temporary
gI, s.rg e rs lornr, 19r rxAy ify char the a ell(was as 6 ere) constructed in accordance
14, WATERYONF-4
WA .. 4C"02(' 11100 or ISA !Jr'A(' 02('.0200 Well Construction Standards and that a
FROM '9 4) nF.5CRIPTION
cop), of this record has been provided to the cell owner
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
ft. ft.
repair render =2I reitmrkv.secrion or nit the back of dris_lorn
ft. ft.
15. 01 71 -ER CASING tformtiltf-cased wells OR L : iira rRcable
FROM
TO 17IA41 rf'. t'ER
TII[C3., Uss
!MA•IIRTAL
o
0 ft, 6" t"
SCh. 40
1 PVC
Company Name
2. Well Construction Permit #:
List all applicable well permits (rye Counir, ,gate, I'arranLe, Infection, e1c.)
3. Well Use (check well use):
16. INNER CASING OR TUBING fteathermul dastd-lua
construction to the following
F1c17n1 Tn DrAMFTFR THICKNESS
MATERIAL
0 ft. 102.0 ft' S '"' SCh. 40
PVC
0 f"130.0 ft. 2 in.SCh. 40
PVC
17. SCREF--N
24aabove, also submit a copy of this form within 30 days of completion of well
Water Supply Well:
FROM TO
DIAMETFR SLOTSUT I T111"NE-5 I MATERIAL
❑Agricultural ❑Municipal/Public 1130.Oft 135.0 ft- 2 in. .010" SCh. 40 PVC
❑Geothermal (Heating/Cooling Supply) ❑Residential Water SuPPIY (single)
ft. in.
❑ Ind ustrial/Commercial []Residential Water Supply (shared) 1.
Non-l0'ater Supply Well;
j t7Monitoring ❑Recovery
lnigenon Hell:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothennal (Closed Loop)
❑Geothermal I I leamig/Cool mg Rctum )
4. Date Well(s) Completed: 5/12/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 Remarlal
Well IDN AB -96R
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
0 fr' 1126.0 ft' I Portland I Tremie
126.0 fr. 128.0 ft. Bentonite Dropped
rr. rr.
19. SAND/GRAVEL PACK flf annllcablel
128.0 ft• 137.0 ft• #2 Sand I Dropped
ft. Tt.
20, DRILLTNG LOG 11Ilmdr addifinna[sh-ft if "eeeasara•1
Physical Address, City, and Zip 21 I
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22 C
(ifwell field, one Iat'long is sufficient)
N
W
(22,-C/'A6/1/15
Signaiire (:Certified Well 17 r'IDr Date
l
O
6. is (are) the well(s): Permanent or ❑Temporary
gI, s.rg e rs lornr, 19r rxAy ify char the a ell(was as 6 ere) constructed in accordance
WA .. 4C"02(' 11100 or ISA !Jr'A(' 02('.0200 Well Construction Standards and that a
7. is this a repair to an existing well: ❑Yes or ZlNo
cop), of this record has been provided to the cell owner
Ilihis is a repair, Jill our known yell construction infiirivarion and explain the note.• o/ the
repair render =2I reitmrkv.secrion or nit the back of dris_lorn
23. Site diagram or additional well details:
S. Number 1
You may use the back of this page to provide additional well site details or well
of wells constructed:
construction details You may also attach additional pages if necessary
hor multiple injection or non -water supply irel/s ONLY wrih the sante construction, you cyan
submit one form.
SUBMITTAL INSTUCTiONS
9. Total well depth below land surface: 135.0 fft.)
24a. For All Wells: Submit this form within 30 days of completion of well
h'or nruhiple wells list all depths ifd jjcrent (example- 3@1200'(1102101 /00')
construction to the following
10. Static water level below top of casing: (ft.)
Division of Water Resources, Information Processing Unit,
/sorer level is above c•asnrg, rise " "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0/6.0/5.0 (in.)
24b. For infection Wells ONLY: in addition to sending the form to the address in
Auger, Coring, Fluid Rotary
24aabove, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i.e. auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supely & In'ertiun Wells:
Also submit one copy of this form within 30 daysofcompletionof
13b. Disinfection type;J Amount:
well construction to the county health department of the county where
const ucted
Foran GW -I North Carolina Department of Environment and
Natural Resources- Division of Warei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single rn n"dliple sseIis
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compare Name
2. Well Construction Permit #:
Lie? all applicable a ell permits (ie. ( bump, Stale, I ar•mnee, injection, etc,.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑industrial/Commercial
71 Irrigation
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -Water Supply Well:
ZMonitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Geothermal (I leating/C'ooling Return) ❑Other (euplain under #21 Remarks
4. Date Well(s) Completed: 5/11 /15 Well ID# AB -91D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
PaicelldentificationNo (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one Im long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
N
7. Is this a repair to an existing well: ❑Yes or ❑No
//'llus is a repair, Jill out known well crutstruetion inforintmon and erplain the nacre of the
repair under =• 2/ remarks Vernon or on file hack of this form,
8. Number of wells constructed: 1
For ntulliple injection or iron -water supple wells ONLY with fire sante construction, you call
submit one form.
9. Total well depth below land surface: 95.0 (ft.)
l•iir nndliple wells list all depths t%diflerent (example- 3 ict200' and 2(a /00')
10. Static water level below top of casing; 29.5
I/ water level is ahove eosuhg, use " "
For Internal Use ONLY
14. WATER ZONES
FROM TO
OUSCRIPI R N
29.5 fr. 98.0
fr.
Wet
ft.
rt.
%❑GiER CASING 4for and
ti-casrd wrllR P (1!"i" ifa
icablr
FROM TODIAMETER
i"
TIiI-KtiFSS
M (TERIAL
0 rr. 87 0
fr.
6n in. I
Sch. 40
PVC
16. TNWFR C.AMNG OR TUBING. eo thrrmal c"td-toopl
FROM To
DIAMETER I'll 1ICKNESS MATERIAL
0 ft. 90.0
ft.
2 In. Soh. 40 PVC
ft.
ft,
in.
17. SCREEN,
FROM TO
DIAMETI'M SI.OTSIZk. 'fNIC KNESS MATERIAL
90.0 ft. 95.0 f"
2
"' .010" Sch. 40 PVC
ft. ft.
in.
18. GROUT
FROM TO
MATERIAL
EMPLICKMENT 1tt;fllOD & AMOUNT
Tremie
0 f"85.0 ft.
Portland
85.0 ft. 88.0
ft.
Bentonite
Dropped
ft.
ft.
19. SAND/GRAVEL PACK (if a livable)
FROM
TO
U.ITENIAt I EMPLACFMEN-r*QF`MOD
88.0 fr•
98.0
fr.
#2 Sand Dropped
ft.
ft.
'a, DRILLING Lt7C: [attach additional sheets if occcssa
FROM 9"1)
DF_riC'RI PTI qti Itotur, h ardness. saiFmek typv, Krain size, etc.
0 ft. 21.5
ft.
Brown Moist Silt
5.0 ft. 68.0
fr•
Brown Wet Silt
68.0 fr 98.0
fr•
Grey Dense Bedrock
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21..REM ARKS
22. ,trti calinirn
6/1/15
si , tar of Certified H'e[] Cuntraetol Date
/?p y ni this limn, .'a hr cerafp that fire well(s) was (irere) constructed in accordanc-e
w th l AC0X' .Wil or I.iA AVAC /1X'.0200 Well Conor ieuon Standards and /licit a
copy q/ tris record has here prorided 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
construction details. You may also attach additional pages if necessary,
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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
11. Borehole diameter: 8.0/6.0 (in) 24b. For Infection Wells ONLY: In addition to sending the form to the address in
AugerCoring, Fluid Rotary 24a above, also submit a copy of this form within 30 days of completion of well
12. \Fell construction method: , construction to the tollowing:
(i a auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 mail Service Center, Raleigh, NC 27699-1636
13a. Yieldm Method of test: 24c..For Yater Supply & Injection Yells:
(gP ) Also submit one copy of this form within 30 daysofcompletion of
13b. Disinfection type: _.._.. _ Amount: well construction to the county health department of the county where
constructed
Form GW -I North Carolina Department of Environment and Natural Resources- Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD.
This loi ni can be used Ioi single or mu I IipIc mel is
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #:
List all applicable it pertrtitc (i.e. C ounn,, State, Variance, Injection, etc.)
3. Well Ilse (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Ind ustrial/Commercial ❑Residential Water Supply (shared)
Non-li'atei- Supply Well:
❑! Monitorine ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatine/Cooline
4. Date Well(s) Completed: 4/25/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Other (explain under #21 Remarks)
Well ID# AB -9S
Facility/Owner Nanic Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N V1'
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑1'es or [7INo
ll ibis is a repair, III out knout ire/l con.sirmtiun in/in•tnaiion and explain the nature n.l the
repair under . 21 remarks seetan or un the hack o/ this /ornr,
S. Number of wells constructed:...
For multiple i lection or non -i aier supply wells ONL)' hitt the same construction, you can
submit one %arta.
9. Total well depth below land surface: 28'0 (ft.)
Fur multiple tre/!s hsi all depths i/ ditlerent (example- 3 rt 200' and 2R(100')
10. Static water level below top of casing: 24.0
l/ mater level is above casing, use " "
11. Borehole diameter: 8.0 (i n.)
12. Well construction method: Auger
(i a auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONL)
13a. field (gpm) .Method of test:
13b. Disinfection type: Amount:
Pot Internal Use ON't 1';
0 ft.
24.0
ft.
I
Wet
ft.
ft.
15.017IER CASING Ifor multi -coxed netts OR LINER if dlr•$Ic
FROM
TO
DIAMETER
THICKNESS 7 MATER],
ft.
ft.
in.
16. INNER
CASING OR TUBING(geothermal cjosed-loo
FROM
TO
DIAMETER
THICKNESS I MATERIAL
0 ft.
13.0
ft.
2 in.
Sch.40 PVC
ft.
ft.
in.
17. SCREEN
FROM
TO
Ot.AMt" I ER tiI.[T'f til'J.E TIHI RNESs MATERIAL
13.0 ft-
28.0 ft-
2
in. .010"
Sch.40 PVC
ft.
ft.
in.
IS. GROUT
FROM
TO
MATERIAL
EMPLACLMENT ATFTHOII &A MO UNT
0 rr.
8.0
ft.
Portland
Tremie
8.0 rr
10.0
ft.
Bentonite
Dropped
ft.
ft.
110.0 131.0 fr. #2 Sand I Dropped 1
rt. I ft.
0 ft. 24.0 ft.
24.0 fr. 124.0 ft.
ft. ft.
ft. ft,
ft. ft,
ft. ft.
fr. ft.
Brown Moist Med./ Stiff Clay with Silt
Brown Wet Med./ Stiff Clav with Silt
22. (a tiftcation:
II� 5/20/15
Signa lC t'Crrtilrrd le(,ontractor Date
Ds Ivrin, t eertih, that the mell(s) ira.c (mere) construeted nt ac•cordance
Ilio I5,9 k('AC 02('.r 15A HVAC 02(',020(1 Well Construction Standards and that a
Cupp o/ this recordhas peen provided to the wel/ corner.
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 additional pages if necessary
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following
Division ofWater Resources, Information Processing Unit,
1617 Mail Sen•ice 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 fonm within 30 days of completion of well
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & ]gjection Wells:
Also submit one copy of this form within 30 days of completion of
well construction to the county health department of the county where
constructed
For GW -I NrnYh Carolina Department of'Environnienl and Natural Resources- Division of Wafer Resources Revised August 2013

WELL CONSTRUCTION RECORD
This firm can be used foi single of multiple cells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #:
List all applicable u -ell permits ii.e- CoioaY,, State, Variance, hgecnnn, eh 1
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑lndustrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
FROM 10
Non -Water Supply Well:
DFSC.'RTMON
OMonitoring
❑Recovery
rejection Well.
ft.
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (.Neaten ICnc,lingRe.[uln)
E10ther (otplain under 421 Remarks)
4. Date Well(s) Completed: 3/2q 5 Well ID# BG -1 D
5a. Well Location:
Duke Energy
Facility/Owner Narne Facility IDN (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees
(ifwell field, one lat/long is sufficient)
N V1'
6. Is (are) the well(s): OPermanent or ❑Temporary
7. is this a repair to an existing well: ❑Yes or ❑No
if this is a repair, till on kion n hre/l coasrrvcnon in/onnarior and explain thr Mono•,• o_/ rhZ'
repair uudrr 521 rennarks sectim? or or tic back of tut Jona.
S. Number of wells constructed: 1
For multiple injection or non -crater supply wells OA'LY with the same construction, you carr
submit one form.
9. Total well depth below land surface. 52
For nnultiple wells list all deptr ifdijferent (e.ronnple- 304200' and 2n100')
10. Static water level below top of casing: 20 (ft)
l%u•al_r 1dvel is above casing, u:e
11. Borehole diameter: 10/6 (in.)
12. Well construction method: Auger fluid rotary
(i a auger, rotary, cable, direct push, etc )
Fnr Ime,n,l use ONLY:
- -
14. WATER ZONU
FROM 10
DFSC.'RTMON
20 f` 57
fr•
Moist
ft.
ft.
15. t1lf'1'ER CASING,
farnluld-eased wells)4RL R rs dleable
F1413M
I TO
I
DIAMETER
THICICNESS I MATERIAL.
0 f`
42
f`•
6" in•
Sch.40 PVC
16. t141JER CASING OR TUBING f9cathermal elmed-tuo
FROM TO
DILAMETER TIHCIC.IESS A1.17 F-Rl.hl-
0 ft. 47
ft.
2 in. Sch.40 PVC
ft.
ft.
1"•
17. SCREEN
FROM TO
DiAMFFTR
SLOTSIZF- TRiCKNiss MATERIAL
52 f`• 47 f`
2
'"'
.012 Sch.40 PVC
ft. ft.
1"•
18. GROIrF
FROM TO
MATERIAL
EM1IPLCCEMF.NT \1ETLIOD & AMOL'NT
42 ft. 0
ft.
Port/Bent.
Tremie
45 ft. 42
f`•
Bent. Chips
Dropped
ft.
ft.
19- SAN11tt k %VFI. F'AC9( lr■ IkAbic
FROM TO
MATERIAL ENTFLACEM 1. h"f METHOD
54 f`• 45
ft.
#2 Dropped
ft.
ft.
10, DR11-1 1N'G LUG tormu h rddiffamishects 1f ritrcw
FROM
TO
DESCR IPTIO1v cnlor, In rdnEo% I CtLoize h type. gmiu silt, cr r.)
0 fr•
35
f`
brown dense silly m. sand
35 fL
45
fr•
Brown weathered rock
45 f`•
55
ft.
Hard rock
ft.
ft.
ft.
ft.
ft.
ft.
t
22. Ce IF Iin
4/10/19
SiFnat 'e ("Certified►tel' -unfree.: Date
ev rt nrur liris Gunn, 1 m by certi, that the rrell(s) was (were) constructed in acc•ordancc
u•ilh - t if 02C.tl ! or 15A NCAC 02C.0200 Well Construction Standards and that a
copy of this record has been provided to the u'e// owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details of we]
construction details- You may also attach additional pages ifnecessary
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Inieefion 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
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form Within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Fonn GN' -I North Carolina Department of Enviromnew and Natw-al Resources - Division of Watei Resources Revised August 2013

R'ELL CONSTRUCTION RECORD
'I his Gn m can be used for single ni Fri It] ple srclls
1. Well Contractor Information:
Joshua Ellingworth
\Nell Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit th
List all apphcohle veli pernnrs (Le. C'oway, Stare, 1'01 rant e, lulu nal), etc )
3. Well Use (check well use):
Water Supply Well:
f`
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation .
FROM TO
Non -Water Supply Well:
TiFlUlKNTSSTFRIAL
O Monitorine
Fl R ecnvery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothennal(Closed Loop)
❑Geothermal (Heating/Cooling
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
El Subsidence Control
❑Tracer
❑Other (explain under #21 1
Foi Inlern;rl lyse ONI_l':
20 fL 43
f`
Moist
ft.
ft.
23. Site diagram or additional well details:
I5. Oulu ('ASML
far multrruedwenAl
❑R LINER if7-
11 hie)
FROM TO
D1.A\tETM
TiFlUlKNTSSTFRIAL
ft.
ft. in.
9. Total well depth below land surface: 43 (ft.)
16.1NrNFR
CASING f)R INC wthermalduaed loo
FROM
TO
r11.AM L-rER
Ti6tcFn1,Ms MAIFRTAL
0 ft•
26
f` 2 '"'
I Sch.40 PVC
ft.
12. Well construction method:
ft. in.
(i e auger, rotary, cable, direct push, etc )
17. Si RF. E1
Division of Water Resources, Underground Injection Control Program,
FROM TO
I mmA Tm SLOT SIZE 'I HI.Cl NESS MATERIAL
41 ft• 26
f`• 2 "
.012 Sch.40 PVC
ft,
ft.
well construction to the county health department of the count)' where
18. GROL't
constructed -
Form GW -I North Carolina Depariment of Environment and
FROM TO
MATERIAL
EMPI-t1F 11 ENT \tE-rHOD & AMOUNT
20.5 f`' 0
f`• Port/Bent.
Tremie
24 f`• 20.5
f`• Bent. Chips
Dropped
ft.
ft.
19. SAND/GPAVEL PACK if a licable)
FROM TO
MATERIAL
E'<fPLA C: E.11 FhT MF't'HOD
43 f`' 24
ft• #2
Dropped
ft.
ft.
211. DkII I INf; I.OG [attaeb adt itfurul sbemif
neccmarvI ..
0
4. Date Well(s) Completed: 3/31/15 Well ID# BG -1S 35
5a. Well Location:
Duke Energy
Facility/(honer Name Facility ID4 (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one latilong is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
W
brown dense sitly m. sand
Brown weathered rock
22. CcrIc tiam
4/25/19
SiKnatut: fcartiiiediN, 11 itirrlclor Date
Bly sl t 8 this form, /'G b1, tette that the vell(s) vas (here) constructed in accordance
with 15.4 NCAC 02C .0100 or 15A NCAC 02C,0200 Well C'omtrucrion Standards and that a
7. Is this a repair to an existing well: ❑Yes or ElNo
copy of this record Iran been provided to rhe well owner,
I/ this u a repair, Jill our known a ell ranerruLnon mlornranon and erplorn rhe nature ur dry
repair under x21 remaeks se, wm ur ort the hark of this)brnr
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed:
construction details You may also attach additional pages if necessary
For multiple injection or non -mater supply mells OA'LY with the same construction, you carr
subnrit one form.
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 43 (ft.)
24a. For All Wells: Submit this form within 30 days of completion of well
For rrrultiple me//s list all deprirs i/di(lerern (e.rmnple- 3`il300' acrd 2'a)100')
construction to the following:
10. Static water level below top of casing: 20 (ft,)
Division of Water Resources, Information Processing Unit,
Ir"nater l: vel !s above eaan�Z, use "- "
1617 'Mail Service Center, Raleigh, NC 2 76 99-1 61 7
11. Borehole diameter: 10/6 (in)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger/fluid rotary
24a above, also submit a copy, of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i e auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount,
well construction to the county health department of the count)' where
constructed -
Form GW -I North Carolina Depariment of Environment and
Natural Resources - Division of Nater Resources Revised ,august 2013

WELL CONSTRUCTION RECORD
This form can be used los single or multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Fos Internal use ONLY
14. WATERZONF:S
FROM TO
!rt_SCHII'fIG�
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
ft. ft.
ft. ft.
trk. 01TER CASING farrnuld-cwtd wells OR LINEk if l"ble
FTN .% 1 Is DIAMETER `fHtCRtifSS MATERIAL
0 ft. 65.0 ft-
I 6,r in.Sch.40 PVC
Companv Name
2. Well Construction Permit #:
Lint all applscahle well pernrur (i.e, Colin/y, State,
3. Well Use (check well use):
Torrance, lnlecnan, eic)
16. r"ER CASING OR TiiBTNG (eothermA rlosed-loo
FROM TO f11;LlFT£H THIC104ESS
111 ATFRIkj
0 ft. 80.0 ft'
15 in.
SCh. 40
PVC
0 rt• 80.5 ft- 2 in. SCh. 40
PVC
17. SCREEN
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
Irrigation
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
FROM TO
DIAMETER SLOT SIZE THICKNESS MATERIAL
80.5 ft- 85.5 ft.
2 in. .010" Sch.40 PVC
ft. ft.
in.
Is. GROITT
FROM TO MATERIAL V4PLACEMItMr MET11011& AMi)UNT
0 ft. 78 5 ft.
Portland Tremie
Non -\Vater Supply Well:
Monitoring
EIRecovery
78.5 ft. 80.5 ft•
Bentonite Dropped
Injection Well
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal0leatin+/CoolRiSReturn i
[-]Groundwater Remediation
❑Salinity Barrier
❑Stormwa[er Drainage
❑Subsidence Control
❑Tracer
❑Otherfe-<Ttlainunder #21 Remarks)
87.5 fr. 129.5 ft.
Portland Tremie
19. SANf)IGRA\'ELPA[3{ ifa licable)
FROM TO MATERI41 FMPLACEMENTMUROD
ft• ft•
80.5 87.5 #2 Sand Droppedft.
fr.
20_ DRILLING LOG lamich
addirinnalsheels if necessary)
FROM To
DFSCRII'tIDN (culm, haerin-,.nitf-ck Iv e. pvhi dee, etc.)
ft. ft.
4. Date Well4/15/15 BG-2BR
s) Completed: Well IDN
5a. Well Location:
Duke Energy
Facility/ON ner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
Physical Address, City, and Zip
Stokes
21. REASARKS
Count), Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifvvell field, one lat'long is sufficient)
N V1'
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. is this a repair to an existing well: ❑Yes or ❑No
this is a repair, fill our known well coosiruc•non inlarnration and explain fire nanire at file
repair ander =21 renmrks section or on file haek o/ this Joan.
S. Number of wells constructed: 1
1•or nrnhiple iiyec tion or non -water supply u,ellc ONLI' with ilre sante con.eirucfion, -otican
s'nbrnif one lbrrn..
9. Total well depth below land surface! 85'5 (ft,)
/•or multiple wells list all depihc it'dillerent (example- 3a 200' and 2((�100')
10. Static water level below top of casing:
// tinter lerel iv above coving, live " "
11. Borehole diameter: 8.0/6.0/5.0 (in.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i.e. auger, rotary, cable, direct push, etc )
FOR WATER SUPPLYWELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: _. Amount:
/-I
22. Cc tifi tion:
5/1/15
sigunt!! iec 'Ccnitied/�l' it Contractors Date
Hp .VIA+hyg ter ldrnr� •twill' cerilfi, that the irell(i) was (here) eointrueled in accordance
with 15A?vt •AC 02C 0100 or 15A A'C'AC 02('.0200 R'ell C'ons'trfrclion Slarnlards and that a
c•opjr, of dris rec•or•d Iran' hecn provided fo the a ell owner.
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 additional pages if necessary
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & ❑r,iection Wells:
Also submit one copy of this form within 30 daysofcompletion of
well construction to the county health department of the county where
constructed
Form GW -I North Carolina Department of Erwironntem and Natural Resources - Division of Wates Resources Reused August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
I. Well Contractor Information:
BRIAN THOMAS
Well Contractor Nome
A - 2581
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit b:
List all applicable ire/1 consiniction permits (i.e. Co nly, Stare, Variance, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Indust rial/Commercial ❑Residential Water Supply (shared)
❑irri tion
Non -Water Supply Well:
OMonitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Gcolhermal (Closed Loop)
❑Geothermal (Heating/Cooling Rel
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under k21 Remarks)
4. Date Well(s) Completed: 03/17/17 Well JIM BG-2BRA
5a. Well Location:
BELEWS CREEK STEAM STATION
Facility/Owner Name
3195 PINE HALL ROAD
Facility IDN (irnpplicable)
BELEWS CREEK 27009
Physical Address, City, and Zip
STOKES
County Parcel Identification No. (PIN)
For Internal Use ONLY
N. WATFR ZONES
FRUyI
To
DESCRIPrrON
R.
R.
ft.
ft.
I& OUTER CASING for multi;aced Arrlls r]R LINER Ira fllAbl[
I
FROM TO
DIAM6TEFl TFIICKNP MATEItRE
0.0 f' 70.0 r'
5.0 I" I SCH 40 PVC
16, INNER CASING OR TUBING eollivrmet closed -leo
FROM TO
DIAMETER THICKME55 I MATERIAL
0.0 f' 98.0 f'•
2.0 1n I SCH 40 PVC
rr. n.
la
17, SCREEN
YRllal TO
DIAAlerER SLOTSME T111CKNESs MATL'RIA4
98.0 f'' 103.0 f'
2.0 r' 010 SCH 40 PVC ­
111. rr.
Arc
19. GROUT
FROM To
MATERIAL EMPLACEMENT MET711ODlri AMOUNT
0.0 ft' 65.0 ft'
Pmn-maaeN owl SLURRY
0.0 ft- 70.0 a•
nronrwioeeraorxre SLURRY _...�_
fl. fr.
19. SAM"AVEL PAICK Ira Ikable
FROM TO
MATERIAE. 1 EMPLACIEMEMPHETHOD
93.0 r'• 103.0 f'•
20-40 FINE SILICA SAND
ft. rt.
20, ORILLING LOG toetch additional shaeto if nee a
FROM TO
DESCRI PTIONV 1 color hardn salar+ra typg. aroln rf at. rrr.
0.0 f'• 18.0 n•
RED SILTY CLAY
18.0 f'• 43.0 r-
BROWN SILTY SAND
43.0 ft- 57.0 r'•
TAN SILTY SAND
57.0 ft. 70.0 rr.
PWR
70.0 f'• 104.0 f'•
ROCK
n. fr.
21. REDIARKS
BENTONITE SEAL FROM 65.0 TO 93.0 FEET
•'U -PACK SCREEN"
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22. Certification:
(if well field, one Iat/long is sufficient)^^ --
360 17'47.52" N 800 03'42.78" W V
6. is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ElNo
1f this is a repair, fill out known we11 construction information and explain the nannre of die
repair under 911 remarks .vection or on the back of this fornn.
S. Number of wells constructed: 1
Rar niulttple hyecdon or non -water supply reel/s• ONLY with the same construction. )wu can
subniir one forni.
9. Total well depth below land surface: 103.0 (ft.)
For nmltiple wells list all depdns ifdi rent (example- 3@)(Wand acrd 2@1(10')
10. Sialic water level below top of casing: 45'.0
1f o•ater level Is above casing, are "+"
11. Borehole diameter: 10.0 (in.)
12. Well construction method: AUGER
(i e. auger, rotary, cable, direct push, etc)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
Signatrue of Certified Well Contractor
03/29/17
Dole
By signing this Joan, I hereby cert fy that the well(s) was (n•ere) consvnicted In accordance
with ISA NCAC 02C.0100 or 15A NCAC 02C. 0200 Well Caiutruction Standards and that a
copy ofthis record hay been provided m 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
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. Elly All WellO: Submit this form within 30 days of completion of well
construction til the fulloµ•tng:
Division of Wafer Quality, Information Processing Unit,
1617 Mail Service Center, Ruleigh, NC 27699-1617
24b. Por Snietiivn Wells: In addition to sending the form to the address in 240
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Wpler Supply & Iqitclmoa !VII • it i addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well construction to the county health department of the county
where constructed.
Form G W -I North Carolina Depanment of Environment and Nolrwal Resources - Division of Water Quality Revised Jon. 2013

WELL CONSTRUCTION RECORD
This for m can be used for smglc or nuduplc wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #:
0si till applicable well pernurs (r e C'aunty, ,';rate, 1 ariawe, hilec tion, cyte.)
3. Nell Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
OMonitorine ❑Recnvery
❑ Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothemlal (Heating/Cooling
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 I
4. Date Well(s) Completed: 3/28/15#AWCII II1.'-: BG -2D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
Count)'
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if)%ell field, one ]at long is sufficient)
kil
6. Is (are) the well(s): ©Permanent or ❑Temporary
LqA
7. Is this a repair to an existing well: 01'es or ONo
l/ thiv is a report', Jill out known well canslruition inforrnalmol and evplaln the nature (if [lie
repair under 21 remarks veeuon or on the back of rhrs.lornr
8. Number of wells constructed: 1
Par multiple injection or non -crater supply srelk ONLY a-idr the same construction, you can
submit one jinn.
9. Total well depth below land surface,, 102 (fc)
P'or multiple wells list all depths if different (e.rmuple- 3 rt 200' and 20a 100')
10. Static water level below top of casing:
hater level is ohorc casing, ruse
8
Fa Internal Use ONI.1'
94. WATER ZONES
FROM
•10
OFtif air] lo",
ft.
ft.
ft.
ft.
1& Ot[TER C.AMNG Ifor muItil-curd welis)OR Ll N FRfir appuEnb1
FROM T[1
DIAMFTFR THI('KNF`S MATERIAL
0 ft- 65.0
ft-
6" ba± Sch.40 1 PVC
16, iNN'E:R CASING OR Tt;RING fgcatbtrmal closed -too
FROM TO
W %M FTER TFIICFNF�l s MATERIAL
0 ft' 70.0
ft.
2 in. Sch.40 PVC
ft.
ft.
in.
17. SCREEN
FROM TO
DIAMETER SLOTSIZE THICKNESS
MATERIAL
70.0 ft. 75.0 ft'
2
in. .010" Sch.40
PVC
I.ft.
in.
18. GROUT
FROM TO
MATERIAI. EMIILAC EMENI ht ETHOD & AMOUN1
0 ft. 66.0
ft.
Portland Tremie
66.0 ft. 68.0
ft.
Bentonite Dropped
ft.
ft.
Iit. S.kNDK RANT1, PhC
(ifapplivibblel
FROM Tn
1.1fATF.RI.tI.
rnfpl.,vrFn1E>ti r nrETtloD
68.0 ft. 80.0
ft•
#2 Sand
Dropped
ft.
ft.
20. DRILLING LOG attach addltl" Cilli Ifneres
FROM 'ro
DESCRI PT'ION fcDlor, herrbnys• wil.inr l: typf, ptyin sin; etc.
0 ft. 65.0
ft•
Brown Moist Med./ Stiff Clay with Silt
65.0 ft. 80.0
ft.
Grey Dense Bedrock
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
3I. AKS
22. C rtif cgt' n;
17 4/15/15
sig"�t
ll Contractor Date
Hr rehv eer/Ji' /hat the sre/l(s) tine (rrel'0 constructed in accordance
frithq or 15A A'('AC02C.0200 Well Construction Standards and that a
copy of this record has been provided to the irell corner.
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
(ft.) Division ot"Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 6 0 (in) 24b. For Iniecdon Wells ONLY: In addition to sending the form to the address in
Auger, Coring, Fluid Rotary 24aabove, also submit a copy of this form within 30 days of completion of ,vell
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc I
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Igiection Wells:
Also submit one copy of this form wmthin 30 daysofcompletionof
13b. Disinfection type: Amount: well construction to the county health department of the county where
constr ucted
Form GW -I North Carolina Department of Environment and Natural ResnnlCes - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This foi m can be used foi single of multiple well,
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #: _
List all applicable hell pennies (l,e. County, State,
Mariam v, Injection, etc 1
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
Z tIM Cn 1 t Or m=
❑ Recovery
Injection Well.
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwatcr Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under #21 Remarks
4. Date Well(s) Completed: 3/26/15
Well ID# BG -2S
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
Cousin
-
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one IatIong is sufficient)
N
6. Is (are) the well(s): 01'ermanent or ❑Temporary
NN'
7. is this a repair to an existing well: ❑Yes or IDNo
11 tiers is a repair, /ill oirt knower well construction oyhrnratiorr Lind erplonr the nature of ill"
repair nrrder =21 r0loarks secaorr or on dee hark Of oris lono,
S. Number of wells constructed: 1
For multiple uVection or non -[rater supple irells ONLY irith the same construction, Irou call
submit one form.
9. Total well depth below land surface. 55
For multiple wells list all depths fdilferem (example- 3.1a)200'and 22)100')
10. Static water level below top of casing:. 40 (ft.)
!Orarer level n' abovc c•asrrrg, vs: "
IL Borehole diameter: 8 (in.)
For Internal 1 ke ONI 1'[
14. ►VAT ER •ZONFIS _
ROM '10 DESCIUM-ION
40 ft• 60 ft• Moist
15. OUTER C:ASIlvG formula;-rascdxells OH LINER laplicahie
FROM TO DIAMETER THICKNESS MATERIAL
rr. ft. in.
16, INNER CASING OR TUBING [ mshrrrna1 dused-loapi
FROM TO DIAMETER TF11Cl2S'HSS M.{TFRIAL
0 ft• 40 ft. 2 1n- Sch. 40 PVC
ft. ft. in.
17, SCREEN
FROM TO DIAMETER I SLOTSIZE I THICKNESS MATERIAL
55 ft. 40 ft• 2 "' 1 .012 Sch.40 PVC
ft. ft. in.
18. GROPT
FROM TO MATFRIAI. EMPLACtLMENT MF1110D A AMO17NT
36 fL 0 ft- Port/Bent. Tremie
38 ft. 36 ft- Bent. Chips Dropped
ft. rt.
19. SAND/GRAVEL PACK fifsppUcaMel
FROM TO N(ATFR1AL EMPLACEAWNTMEmcm
60 ft. 38 ft. #2 Dropped
ft. ft.
U. DRILLING LOA; (attach addirinnal liheeti<if
FROM TO DFSCRWI']ON lcalDr. Irarilnrsa, xtiahvck t.- r, rain siu, etq
20 ft. 40 ft. Tan, dense med. sand with clay
40 ft, 60 ft. Tan, very dense med. sand with clay
ft. ft.
ft. ft.
rt. ft.
ft. ft.
ft. ft.
21:.RFMA R 1C ti
22. L' iii ation:
4/20/19
Signa ute Ceniticd IL'c11 C nlraClor Date
Hp .regret!: urs form, I hr- - • certify that die u•ell(s) was (were) constructed in accordance
With 15A NCAC 02C .0100 or 15A NCAC 02C -0200 Well Construction Standards and that a
copy ofdris record has been provided to dee irell owner_
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division ofWater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger 24a above, also submit a copy of this form iA thin 30 days of completion of well
12. Well construction method: construction to the following:
(i e. auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test. 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days ofcompletion of
13b. Disinfection type: Amount: well construction to the county health department of the count, where
constructed -
Foran GLA' - I North Carolina Department of En vii onmenl and Natural Resources-Dis•ision ofAA'ate r Resources Reused August 2013

.WELL CONSTRUCTION RECORD
This firm can be used lot single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit N.-
List
rList all applicable well pernWs (i.e Couno,, Slate, I'oriance, hiilection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑Irrigation
Non-NYater Supply Well:
❑O Monitorine
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal 0Ieatine/Coulinz, R
4. Date Well(s) Completed
5a. Well Location:
Duke Energy
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Groundwater Remediation
Ll Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (ex�rihin under #21
5/18/15 Well ID# BG -3D
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one lat'long is sut icient)
N vI
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ZlNo
11 this is a repair, fill out knom-n irell can Vtrucnan niformation and explain the nature n%Ihc
repair under 21 remarks secnan at• nn the hack q1 this /nrm
S. Number of wells constructed: 1
l•br nntliiple hyectiati or non-u•ater,supplp n,elLs ONI.I' milt the sante construction, ),mt can
submit ane /brut.
9. Total well depth below land surface: 40.0 (ft.).
1•br multiple wells list all depths i/ ai/Jerenl (example- 3a 200' and 1((-1)l00,)
10. Static water level below top of casing:
1/ anter lerrl is above casing, use '
8MR0
Foi Intenial Ilse ONLY
14. WATER ZONES
rlty111 •11)
a SCRtlmuti
35.0 ft• 71.0
f'
fr.
ft.
15. OUTER CASING far multi -cased wetl.s OR LINER ff a r04aI11!
FROM
To
DLNJETER
'rIIIC LiNE55 M1S.4T£R!.►T_
0 f`
56.0
ft-
6" 1n1
Sch.40 1 PVC
16. INNER CASING OR TUBING e"lhennal elosed400pi
FBCII%y To
IITiMF.TER THICKNESS NATERFAL
0 f` 62.0
f`
2 ' Sch.40 PVC
ft.
fr.
in.
17. SCREEN
FROM TO
DIANIfTER
SI.OTSI7F THICKNESS MATERIAL.
62.0 f`. 67.0 f`•
2
I" .010" Sch.40 PVC
fr. rr.
in.
Ia. GROUT
FRONT TO
MATERIAL EMPLACEMENT NIL -MUD ANIOUNn
0 f`' 57.0
f`.
Portland Tremie
57.0 ft. 59.0
ft.
Bentonite Dropped
ft.
ft.
19: SAN703/1131RAVE1. PACK If: llcablr
FROM Tt1
NIATFRIAI. EMp1AI.'EM1iFNTM11L"!'HOD
59.0 ft. 71.0
ft-
42 Sand Dropped
fr.
T[.
20. DRILLING LOC 4attu[h udditionpl3bee its ifneeessa
FROM "1-0
nES CRU PTI ON (nd-, hand mem suilrtnck iypr, pctin sire. etc,i
0 ft. 35.0
ft.
Brown Moist Med./ Stiff Clay with Silt
35.0 ft. 56.0
ft.
Grey Dense Bedrock
ft.
ft.
ft.
ft.
rt.
ft.
ft.
ft.
rr.
21. REMARKS
22. C an tion.-
G� , -T /15/15
$itmat n Czni ed Well C nttaeitu ate
BP st,► • tic /iarin 1 hetvh certifi' that the u•ell(s) was (were) rolistructed ai accordance
n -ah 15A AVAC 02('.0100 at- 15A HVAC 022.0200 117ell Consiruction Standards and that a
cops, of this record has been provided to (lie well mater.
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
(ft.) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: (in.) 24b. For Iniection Wells ONLY: In addition to sending the foam to the address in
AugerCoring, Fluid Rotary
24a above. also submit a copy of this form within 30 days of completion of well
,
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR "'ATER SUPPLY WELLS ONLY: 1636 ]Hail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) ]Method of test: 24c. For Water Supple & Injection Wells:
Also submit one copy of this form within 30 daysofcompletion of
13b. Disinfection type: Amount: well construction to the county health department of the count, where
constructed
Form GW -I North Carolina Department of Environment and Natwal Resources - Division of Watet Resources Revised August 2013

WELL CONSTRUCTION RECORD
This tot nt can be used lift single of and ti ple xs ells
I. Well Contractor Information:
Joshua Ellingworth
Wel I Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit 4:
List all applicable ,roll pernries (ie- ('hill" Stare, Variance, hgection, etc.)
3. Well Use (check -well use):
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑industrial/Commercial
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Wrri ation
Non-A'ater Supply Well:
ZMonitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwatei Drainage
[]Subsidence Control
❑ Tracer
❑Other (explain under 421 Remarks
4. Date Well(s) Completed: 5/1 5 Nell ID# BG -3S
5a. Well Location:
Duke Energy
Facility/Owner Name
3195 Pine Hall Rd
Physical Address, City, and Zip
Stokes
County
Facility ID# (ifapplicable)
Walnut Cove, NC 27009
Parcel Identification No (PIN)
Sb. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
N
7. Is this a repair to an existing well: ❑Yes or t7lNo
Il'dri.s is o repair, fill out known well construction a Jarnrarion and explain the nature o_/'thc
repair loader . I/ renrarks.semon or oil the hark of this brow.
1
Noi Internal Use ONLY!
14. WATER ZONES
construction details You may also attach additional pages if necessarv..
For rntlriple inlecrion or noir-water supple wells ONLY with the sante construction, you can
FROM TO
wrhtnit one /form.
pE.tiLlirl'lft]N
0 ft. 24.0
fr.
Wet
ft.
ft.
construction to the following:
15.0E rER LASING I.fur mum-uitrd■yeltsI OR LINER if Iicable
FROM
rn
1617 Mail Service Center, Raleigh, NC 27699-1617
DIAMETER
THICKNESS
MATFRIAI,
ft.
12. Well construction method:
1.
in.
16. INNFIR
CASING OR TUBING rorhetrtrl&I dimeddoo
FROM
To
24c. For Water Supply & Injection Wells:
I III A111._ FN 'I'!Il"XlSS MATF111A1
0 ft'
25.0
ft.
2 '"' Sch.40 PVC
ft.
Form GW -I North Carolina Department of Environment and
ft,
in.
17. SCREEN
FROM
TO
DIAMETER SLOT SIZE THICKNESS MATERIAL
25.0 ft.
40.0 ft-
2
in. .010" Sch.40 PVC
rt.
ft.
in.
IS. GROUT
FROM TO
MATERIAL EMPL/CEMENT METHOD & AMOUNT
0 ft. 21.0
ft'
Portland Tremie
21.0 fir• 23.0
ft•
Bentonite Dropped
ft.
ft.
19. SANDIGRAVEL PAC I[ if 1leahlr
-
FROM TO
MATERIAi. t'MrL.Af:EMEnT yE-I-trop
23.0 fir• 42.5
fir
#2 Sand Dropped
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO
DF_st-RIPTION Icnlnr, Imrdneas, so 1timck type, gkAin der rte,
0 fr. 24.0
ft.
Brown Moist Med./ Stiff Clay with Silt
24.0 fir• 42.5
fir
Brown Wet Med./ Stiff Clay with Silt
rr.
rr.
fr.
ft.
fr.
rr.
ft.
ft.
rt.
ft.
21. REMARKS
22. Cc liferlrtit:
6/1/15
Signature a Certified 'ell ontrtleluC Date
B,V �[g erg h1.+ lornr, I J' ceNift that the itell(s) ,was (here) constructed in aecordance
with la- ,TAC 02C .0100 at- 15A ACAC 02C .11200 (Yell Construction Standards and that a
caps' of this record leas 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
S. Number of wells constructed:
construction details You may also attach additional pages if necessarv..
For rntlriple inlecrion or noir-water supple wells ONLY with the sante construction, you can
wrhtnit one /form.
SUBMITTAL INSTUCTIONS
40.0
9. Total well depth belnw land:surface. (ft.)
24a. For All Wells: Submit this form within 30 days of completion of well
Ffor arulrurl: arils Irs9 all't,1 rbc ir,lirh'reru (e.rrutrrde• 3 a?00' and 2 a /00')
construction to the following:
10. Static water level below top of casing: 24'0 (ft.)
Division of Water Resources, Information Processing Unit,
I/ nater level is above casing, lose "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (in.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger
24a above, also submit a copy of this form Nvithin 30 days of completion of well
12. Well construction method:
construction to the following:
(i.e. auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 hlail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this fonm within 30 days of completion of
13b. Disinfection type: Amount:
well construction to the county health department of the county where
constructed
Form GW -I North Carolina Department of Environment and
Natural Resouices- Division of Watei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used lot single of muluplc sells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Compam Name
2. Well Construction Permit #:
List all applicable well permi4s (i.e. ('Grout,, State, I'anance, hyeown, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
Non -Water Supply Well:
❑ Mon rton ng ❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Tracer
Frn Into nal Use ONLY
124 ft. 170.5 " I Moist
I ft. I ft.
10 ft. 156.5 ft. 16" i"• 1 Sch. 40 1 PVC
10 ft. 158 ft. 12 " I Sch. 40 I PVC
I ft. I ft. I in.
63 fr'
58
ft• 2 In' 1
.012 1 Sch.40 PVC
ft.
ft. in. f
IE. Grifl
FROM
TO
MATERIAL
L%tPLif'EMEN-Y 111FTHOII & A.MOtIPrT
55 ft.
0
fl. Port/Bent.
Tremie
57 fl-
55
ft. Bent. Chips
Dropped
ft.
ft.
170 ft. 157 ft• 1 #2 I Dropped_
ft. I ft.
❑Geothermal (Healing!Coofing Return).. ❑Other (sx lain under #21 Remarks) 0
4. Date Well3/25/15 s) Completed: Well ID# GWA-1 D 45
5a. Well Location:
Duke Energy
Facility/Owner Name Facility IM (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
Comity Parcel Identification No (PIN)
56. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one [at/long is sufficient)
N \\
6. Is (are) the well(s): IZPermanent or ❑Temporary
7. is this a repair to an existing well: ❑Yes or 9INo
Jl'this is n repair, till ovt brown well corrstnrcnon inlornrntion mal rrplam the nanrrz Gl rhz
repair unrlcr - 21 remarks sccaorr or on the bac;- oftric form
8. Number of wells constructed: 1
For nrultiple hyection or non -water supply wells ONLY with tie same construction, )-art can
submit one jornr.
9. Total well depth below, land surface:. 68 (ft ]
For multiple wells list all depth.: ifditJererrr (evanrple- 3n200' and 2 rc 100
10. Static water level below top of casing: 24.2
Il Crater level a abore casing, use .. ....
11. Borehole diameter: 10/6 (in.)
12. Well construction method: Auger/fluid rotary
(i e, auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test.
13b. Disinfection type: Amount:
fl. 45 ft. I brown dense sitly m. sand
it. 70 ft. Brown weathered rock
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
22, C'e ifi tiu
4/10/19
Signature n..ctsitied Well irtrauat Date
By hhputn)i 7 n jornr. I her - certo- that the u•ell(s) was (here) constructed in accordance
with ISA A'r AI. 02C .Ui /SA NCAC 020.0200 Well Construction Standards and that a
copy of this record has been provided to the ire// owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details of well
construction details. You may also attach additional pages ifnecessar .
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following
Division ofWater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Wells ONLY: In addition to sending the form to the address to
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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this forni within 30 daysofcompletion of
well construction to the county health department of the count)' where
constructed
Fin in GN' -I North Carolina Department of Environment and Natural Resources— Division of Nater Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #:
List all applicable u -ell permits li.e, r'mmty, Stare, Variance, lrjection, etc-)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑industrial/Commercial
❑Residential Water Supply (shared)
❑lrri ation
u�ilh I5A C 02',0/00 or .. AVAC 02'.0200 Well Construclion Slandards and that a
Non -Water Supply Well:
FROM
❑O Monitorirm
MRecnvery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑ Aquifer Test
❑Experimental Technology
❑Geothermal(Closed Loop)
❑Geothermal fHeating/Cuo1mQ
4. Date Well(s) Completed: 3/25/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 Remarks)
Well ID# GWA-1 S
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
For Internal Use ONLY;
24.0 fr• 35.5 fr.
ft. ft.
15.O1.TER CASING I for mull-casedw
FROM TO DIAMFTrR
ff. ft.
l4. INNER CAS NG OR 7 iTBIN(: en1
FROM TV Dl.AMFTFR
0 ft. 19.0 ft. 2
ft. ft.
17. SCREEN
FROM TO n1AMETER
19.0 fl- 34.0 fr• 2 in.
ft. ft.
Is. f=R .ur
FROM TO-MATFRIAt_
0 fr• 15,0 fr• Portland
15.0 ft. 17.0 ft. Bentonite
ft. ft.
19. SAND/GRAVEL. P ACK tff an"1irshlt
Wet
eMIRLINER 'if lieahle
TIl('kNFSS MATFRIAL
in.
hermn! rimed -ton t
TIT--NNkI's MATERIAL
Sch.40 PVC
in.
SLOTSIZE I THICKNESS MATERIA
010" Sch.40 PVC
FMPI.A( ENI E3I MFTHOl) & AMOI
Tremie
Dropped
17.0 ft-
36.0
fr•
#2 Sand I Dropped
ft.
Hj,� rJorm, I Iter ce itq- that the ire/l(s) was (here) constructed in accordance
ft.
u�ilh I5A C 02',0/00 or .. AVAC 02'.0200 Well Construclion Slandards and that a
20. DRILLING LOG attach additional sheets if necessa
FROM
TO
DESCRIPTION minr, harder s Ftlmck t re, gain size. etc.
0 ft.
24.0
h.
Brown Moist Med./ Stiff Clay with Silt
24.0 ft.
36.0
ft.
Brown Wet Med./ Stiff Clay with Silt
ft.
34'0
ft.
9. Total well depth below land surface: (ft.)
ft.
I,or multiple wells list all depths rJdtiferent (erarnple- 31ja200' and 2It 100')
ft.
10. Static water level below top of casing: 24.0 (ft.)
ft.
I/water level is above casing, use "
ft.
11. Borehole diameter: 8.0 (in.)
ft.
Auger
ft.
12. Well construction method:
ft.
(i a auger, rotary, cable, direct push, etc )
ft.
Physical Address, City, and Zip
Stokes 21. REIILARKS
County Parcel Identification No (PTN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22. C�Iifie�iw,
0fwell field, one [at/long is sufficient)
N W
l' ,0 !10/15
siEna ul'r u C' r1}r1ca Well Cun actol Hlr
6. Is (are) the well(s): ❑Permanent or ❑Temporary
Hj,� rJorm, I Iter ce itq- that the ire/l(s) was (here) constructed in accordance
u�ilh I5A C 02',0/00 or .. AVAC 02'.0200 Well Construclion Slandards and that a
7. Is this a repair to an existing well: ❑Yes or 91No
copy of /his record has been provided to the well ou-ner.
It this is a repair, Jill out known well construction it formation and explain the nature ol'the
repair under z21 remarks section or on the back ofthis form_
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed:
construction details. You may also attach additional pages if necessary',
For multiple itVection or non -crater suppl r wells OA'LY wilt the same con.etrucrion, you can
,submit one form.
SUBMITTAL INSTUCTIONS
34'0
9. Total well depth below land surface: (ft.)
24a. For All Wells: Submit this form within 30 days of completion of well
I,or multiple wells list all depths rJdtiferent (erarnple- 31ja200' and 2It 100')
construction to the following:
10. Static water level below top of casing: 24.0 (ft.)
Division of Water Resources, Information Processing Unit,
I/water level is above casing, use "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (in.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger
24aabove, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) Method of test:
24c. For Water Supply & Injection Welb;
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount:
well construction to the county health department of the county where
constructed.
Form GW -I North Carolina Department ofEnvironnrent and
Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used For single or multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Contpan Name
2. Well Construction Permit#:
list all applicable hell permits (Le_ (bran,, Slate, Variance, Injection, etc.)
3. Well Use (check well use):
Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Nater Supply Well:
OMonitorine ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Retu
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 4/22/15 Well ID# GWA-2D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Paicel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one ladlong is sufficient)
N v1'
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ElNo
IJdox is a repair,,ill out known well construc-iion nifbrmmtion and explain [lie nature a/ the
repair raider 21 remarks .seettori or on the back of this t ani_
8. Number of wells constructed: 1
For intdtiple oyection or noir-water.supaly wells ONLY with the sante eonstruction, you can
submit one%rm.
9. Total well depth below land surface: 63.0
For multiple hells list all depihs ii/ dillereia (example- 3 re 200' aml 2(a)100')
10. Static water level below, top of casing: 41 •0 (ft.)
Il irater• level is above rasing, rise
I1. Borehole diameter: $•0
12. Well construction method: Auger, Coring, Fluid Rotary
(i a auger, rotary, cable, direct push, etc )
rot Internal Use ONLY:
14. WATER ZONES
FROM TO
DESCIr1111107%
41.0 f` 70.0
f`•
Wet
ft.
ft.
15.OL'TER C_ANEV; (ror multi cgaed wells OR LINER ifr Eitahte
FROM TO
DIAMETER THICKNESS
ACATERIAL
0 f` 55.0
f`•
6" in. Sch.40
PVC
16. INNER CASING OR TUBING mtllermat dmed4oa
FROM TO
DIAMETER TIIICIt iEss MATERIAL
0 f`• 58.0
f`•
2 '"' Sch.40 PVC
ft.
ft.
in,
17, tiC;RFF,N
FROM TO
DIAMETER SLO-r SIZE, TF II KN£SS MATERIAL
58.0 f`' 63.0 ft.
2
'"' 1 .010" Sch.40 PVC
ft. ft.
in.
18. GROUT
FROM TO
MATERIAL EM1CPL ,,CEMENT MFTFI011 & Ah101'Y£
0 f`' 54.0
f`•
Portland Tremie
54.0 f`• 56.0
ft-
Bentonite Dropped
fr.
ft.
19. SANDIGRAVEL PACK fif a ileable
FROM
TO
MATERIAL EMI'WC'EMETT MLTs OD
56.0 f`•
70.0
f`•
#2 Sand Dropped
ft.
ft.
20. DRILLING LOG (attach additional sheets if necessa
FROM TO
I7F_SCRIPT1IlN Mvlut•. hanlnvaa, aofYrn�k rain siu, etc.
0 ft, 41.0
ft-
Brown Moist Med./ Stiff Clay with Silt
41.0 f`• 70.0
f`•
Grey Dense Bedrock
ft.
ft.
ft..
ft.
ft.
ft.
ft.
ft.
ft.
rr.
21. REMARKS
22. Ce •Ii tion:
` 1L r .15/15
Signal CeiTified Well Con a Tot ate.
131' Og oip us /itrni, I /avreLl cc ii,v that due well(s) was (mere) constructed Pit accordance
with LSM , .dr' 02C 0/00 or N( A(' 02('.0200 Well Construction Standards and that a
copy n(tlns record has been pro died 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
construction details. You may also attach additional pages if necessary,
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection 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 Sen'ice Center, Raleigh, NC 27699-1636
13a. field (gym) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form xvithin 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed,
Form GW -I North Carolina Department of Environment and Natural Resources- Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Joshua Ellin WOrth
g
For Internal use ONLY
1t'
1 Portland
Tremie
14. WATER Z427 E!S
32.0
FROM TO
DESCRIPTION
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
ft.
38.5 ft' 49.0 ff Wet
ft. ft.
15. CUTER. CANING fnr multi-caurd rrrllsl
if a
licable
FROM
TO
TO
mA17FTFR
T1lWM NS
MOP
MATER1Al_
ft.
I
fl.
tn.
#2 Sand
construction to the following:
Compare Name
2. Well Construction Permit 4:
Live all applicahle hell penmts (i, e. Counry, State,
3. 'fell Use (check well use):
Varionce, /election, ere-)
16. INNER CASING OR'R;Hiti[; t enrhrrmat
cloictl4oa .
11. Borehole diameter: 8.0 (i n.)
FROM TO
DI.A1%fFTFR
THICh7-TESS
M.AT£RiAI.
0 ft. 34.0 ft' 2 '"'
SCh. 40
PVC
ft.
f[.
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
17. SCREEN
24c. For Water Supply & Injection Wells:
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Municipal/Public
❑Residential Water SuPPIY (single)
❑Residential Water Supply (shared)
FROM 'f0
DIAMETER SLOT SIZE THICKNESS MATERIAL
34.0 ft' 49.0 f
"'t. 2 ' 1 .010" Sch.40 PVC
f. ft.
in.
I&GROITT
Non -Water Supply Well;
MMonitorinp ❑Recovery
lnjecflun 1� ell:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal fHealiizelCnniini
4. Date Well(s) Completed: 4/22/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Storm Water Drainage
❑Subsidence Control
❑ Tracer
❑Other ((rkplaln under #21 Remarks
Well ID# GWA-2S
Facility/Owner Name Facility ID4 (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
0 fc.
30.0
1t'
1 Portland
Tremie
30.0 ft
32.0
ft
Bentonite
Dropped
ft.
copy ofthi.s retard /was been prnricled to rhe cell owner.
ft.
repair omler =21 remarks section or or fire back o/ this toren.
19. SANDIGRAVEL PACK ilia liceblc
1
FROM
TO
construction details. You may also attach additional pages if necessary.
MATIERIAL
FMA
PE C'EMENT METHOD
32.0 ft'
49.0
ft
#2 Sand
construction to the following:
Dropped
ft.
lfuater keel is abo•e casiog, use "
ft.
11. Borehole diameter: 8.0 (i n.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger
0 ft 38.5 ft- Brown Moist Med./ Stiff Clay with Silt
38.5 ft 49.0 ft' Brown Wet Med./ Stiff Clay with Silt
ft. ff.
ft. ft.
ft. ft.
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22 C N ca Non:
(ifvvell field, one hat/long is sufficient)
N H
015/15/15
JDate
Signa fC'crlitird WelI tructnr
6. Is (are) the well(s): OPermanent or ❑Temporary
By ,, tdty hes Jornt, / cerlii& that the wells) was (were) consiructed in accordance
hA N('A(' 02('_0100 Well Construction Standards and that a
7. Is this a repair to an existing well: ❑Yes or [DNo
copy ofthi.s retard /was been prnricled to rhe cell owner.
I% This is a repair, Jill out known well c onstruction inlormalion and explain the nature o/ tire
repair omler =21 remarks section or or fire back o/ this toren.
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed:
construction details. You may also attach additional pages if necessary.
l•'or multiple i ieclion or non -crater supply wells ONLY with the sante construction, you can
submit one /ornn
SUBMITTAL INSTUCTIONS
9. Total well 0 depth below land surface: 49'
p (it:j
24x. For All Wells: Submit this form within 30 days of completion of well
h'ar nuduple wells list all deptbr ifeh#erett (e.ranrple- 3.n200' and 2(100')
construction to the following:
10. Stafic water level below top of casing: 38'5
Division of Water Resources, Information Processing Unit,
lfuater keel is abo•e casiog, use "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (i n.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger
24a above, also submit a copy of this form within 30 days of completion of well
12. Yell construction method:
construction to the following:
(i.e auger, rotas,, cable, direct push, etc )
Division of Wafer Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount:
well construction to the county health department of the county where
constructed,
Form GW -I North Carolina Department ofEnvironnrenl and
Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This loon can be used for single of multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compan} Name
2. Well Construction Permit #:
List all applicable well pernui.s Ir.c. Comuv, Slate, Variance, hrlecutn, etc I
3. Well Use (check well use):
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
OMonitorina ❑Recovcn,
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
4. Date Well(s) Completed: 5/815
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 Rem
Well ID# GWA-3D
Facility/Owner Name FacilitylDdl (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PTN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat/long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
W
7. Is this a repair to an existing well: ❑Yes or hJNo
If this is a repair, fill oul d-nourn a ell construction oilbrnrafmn and explain dee nature of dee
repair render :21 remarks section or our the back of flus forret
8. Number of wells constructed: 1
For multiple affection or non -water -supply wells OAT Y with dee same construction, wry can
submit one fbrn.
9. Total well depth below land surface: 50.0 (ft)
For rrnlliple a ells Inst all depths if different (example- 3,ti300'suet 2!x)100')
10. Static water level below top of casing: 40.5 (ft.)
If wafer level is abore casing, use
a0
Foi Iniernal (!se ONLY:
14. WATER ZONES
fRUN '1'q
nESCRIPTtoN,
40.5 fr. .,59.0
fr.
Wet
ft.
ft.
15. OUTER CASING Ifur multi -cased welts) Olt LINER Y lieablC
FROM
TO
DIAMFTER
THIC1dVE55
MATERIAL
0 f`44.0
ft-
6" in
Sch.40
PVC
16. INNER CASING OR TUBING I geol tic anal clotted -1001))
FROM TO
01AMr!Ek THX-RNEss. 51.ATFRI.A1-
0 ft. 45.0
ft.
2 in.Sch.40 PVC
ft.
ft.
in.
17. SCREEN
FROM i TLI
f11AMFTER SLOT SIZE THICKNESS MATER IAI.
45.0 ft' 50.0 fr.
2
'n' .010" Sch.40 PVC
ft. ft.
in.
I& GROUT
FROM to
MATERIAL EMPLACEMENT xl ET1101) & AMOI ,N-1
0 ft. 41.0
ft'
Portland Tremie
41.0 ft. 43.0
ft.
Bentonite Dropped
ft.
ft.
19. SAND/GRAVEL PACK (if applicable)
FROM TO
�I.� I I I" 1i. E\tPL1L.'G►fFTT MFI•f1UD
43.0 fr. 59.0
ft.
#2 Sand Dropped
ft. I
ft.
20. DBIf_LING LOG (atutchadditionai sheers ifneeessa i
FF40NI TO
11FSCRIPTION frolm•.hardnrs., soilfwk tv .c, rzin .ire, etc.
0 ft. 40.5
ft.
Brown Moist Med./ Stiff Clay with Silt
40.5 ft. 44.0
ft-
Brown Wet Med./ Stiff Clay with Silt
44.0 ft. 59.0
ft.
Grey Dense Bedrock l
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REINARKS
22. Ccrl tion: \
. 16/1/15
SILLr Ic31' rtified Well C•oul io I ///Date
By ,ntw `rform, l &rrkl..r. un- that dee we/I(s) was (stere) constructed in accordance
n'rlh 1:5 i
'02C .0100 ar _.� A'('A(' 02(' .0200 Well Construction 5'fandarels and that a
copy of This record has been provided to the yell turner.
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 additional pages if necessar},,
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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
11. Borehole diameter: (in.) 24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger, Coring, Fluid Rotary 24aabove, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days ofcompletion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Foran GNI-I North Carolina Department ofEnviromnenl and Natural Resources - Di%ision of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single a multiple sells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
❑Groundwater Remediation
Parratt-Wolff, Inc.
❑Salinity Barrier
Compam Name
❑Stormwater Drainage
2. Well Construction Permit 4:
❑Subsidence Control
/_ist all applicable well penults (r.e Co mav, ,Store,
I ariame, bgec0011, etc.)
3. Well Use (check well use):
❑Other (explain under 421 Remarks)
Water Supply Well:
Well ID# GWA-3S
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑ Ind ustrial/Commercial
❑Residential Water Supply (shared)
❑irrigation
40.5
Non -Water Supply Well:
43.0
M Monitorine
❑Recoven,
❑Aquiter Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under 421 Remarks)
4. Date Well(s) Completed: 5/6/15
Well ID# GWA-3S
5a. Well Location:
DFS17R1l`T10N color, hnrdnrss. snillrnrk t pi -Ain sim, etc.
Duke Energy
ft.
Facility/Owner Name
Facility IDN (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
Foi Internal Use ONL)':
140.5 ft. 143.0 " I Wet
ft. I ft.
I ft. I ft. I in. I I I
0 ft. 27.0 f`• 2 in. SCh. 40 PVC
ft, fL in.
17. SCREEN
FROM TO DIAMETER SLOT SIZE I THICKNESS MATERIA
27.0 f`' 42.0 fL 2 "' .010" 1 Sch.40 PVC
ft. ft.I in. -
0 f` 23.0 f` Portland Tremie
23.0 ft. 25.0 ft. Bentonite Dropped
ft. ft.
25.0
f`
43.0
ft
#2 Sand I Dropped
(ifwell field, one lattlong is sufficient)
ft.
N H
ft.
20. DRILLING LOG (attach additional sheets if necess
FROM
/3v tilgr - � fhn.c 7rf11, 1 1tvk c a711i' that the u•ell(.t) tras (mere) eonslnrelecl in accordance
�' N('A('
TO
frith !SA U 0/0l7 r7t• a 02C,0200 Well Construction Slandurdc and that a
copy of dos record has been provided m the well owner.
DFS17R1l`T10N color, hnrdnrss. snillrnrk t pi -Ain sim, etc.
0
ft.
40.5
ft.
Brown Moist Med./ Stiff Clay with Silt
40.5
ft.
43.0
ft•
Brown Wet Med./ Stiff Clay with Silt
SUBMITTAL INSTUCTIONS
rr.
rr.
24a. For .all Wells: Submit this form within 30 days of completion of hell
bor multiple trells lu7 all depdts if'di/Ji rent (esarnple- 3,i 200' and 2 a Ino')
Ir.
10. Static water level below top of casing: 40.5 (ft)
fr.
II unler level is Rove casing, use "- "
1617 Mail Service Center, Raleigh, NC 27699-1617
ft.
24b. For Infection Wells ONLY: ]n addition to sending the form to the address in
ft.
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
R.
(i.e auger, rotanS cable, direct push, etc.)
fr.
Division of Water Resources, Underground Injection Control Program,
fr.
1636 Mail Service Center, Raleigh, NC 27699-1636
fr.
24c. For Water Supply & Injection Wells:
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
22 C•e ill ntion:
(ifwell field, one lattlong is sufficient)
N H
/^� 11/15
Signature ofvrlilied We I t•an a 7-.. .Uatc
6. Is (are) the well(s): OPermanent or ❑Temporary
/3v tilgr - � fhn.c 7rf11, 1 1tvk c a711i' that the u•ell(.t) tras (mere) eonslnrelecl in accordance
�' N('A('
7. Is this a repair to an existing well: ❑Yes or ONo
frith !SA U 0/0l7 r7t• a 02C,0200 Well Construction Slandurdc and that a
copy of dos record has been provided m the well owner.
11 -flus is a repair, fill out known well c011s7PuLYmn informatum and crplotn the nahn•e of the
repar ander 2l r•enra•kc section or on rlre hock n/drie fbnn-
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
8. Number of wells constructed:
construction details, You may also attach additional pages if necessary.
hor nndliple atfectiorn or norr-water.supply wells ONLY urifh fire sante construction, you can
submit orref urn,
SUBMITTAL INSTUCTIONS
42.0
9. Total well depth below land surface: (fo
24a. For .all Wells: Submit this form within 30 days of completion of hell
bor multiple trells lu7 all depdts if'di/Ji rent (esarnple- 3,i 200' and 2 a Ino')
construction to the following.
10. Static water level below top of casing: 40.5 (ft)
Division of Water Resources, Information Processing Unit,
II unler level is Rove casing, use "- "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (in.)
24b. For Infection Wells ONLY: ]n addition to sending the form to the address in
Auger
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i.e auger, rotanS cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpin) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: _ Amount:
well construction to the count)_' health department of the county where
constr ucted
Form GW -I North Carolina Department ofEnrironmeni and
Natural Resontces - Division of Waters Resources Revised August 2013

NVELL CONSTRUCTION RECORD
This form can be used fol single or multiple %tells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #:
Lisi all apPhcable it ell permits (i.e. Cown(v, Stare, l'ario n c, /aleuron, et, I
3. Well Use (check well use):
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Municipal[Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
ZMonitorine ❑Recover,
Injection ►felt:
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity, Barrier
❑Aquifer Test
0St0TMWffier Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cool inReturn)
❑Other(explain under #21 Remarks)
4. Date Well(s) Completed: 3/27/15 Well ID# GWA-4D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
Count. Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one tat/long is sufficient)
N M
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. is this a repair to an existing well: ❑1'es or ElNo
/'this r er repair, Jill our knout rrell eonciructrmr orfornranan and etploin the nature o/ dr_
repair umkr _ 21 renrar.k< vection or on dr, bac, of drit brat
8. Number of wells constructed: 1
For multiple injection or non -water supply wells 01VLY with the same construction, you carr
submit one form.
Fol hminul Usc• OrN'LY
14, WATLk ZONES
FROM TO
DESCRTMON
30 rt• 74
rt.
Moist
ft.
ft.
is, OtnT1 [ ASYNG I(or multi ciseA�r3 ORIffNE:R iia ]ttablr
FROM TO
DiA11rE'rElt
THICkNES3 ASJ1TF.iiIAL
0 ft- 58
ft-
6" in.Sch.40
PVC
16. INNEIR C.AW.Nr. OR Ttls NG rhrrmal closed -tun
FROM TO
DIAMETER THICKNESS I MA•ITRIAL
0 rt• 64
ft.
2 '"' Sch.40 PVC
ft.
ft.
in-
. 17. SCREEN
FROM TO
/DIAMETER
SLOT SIZE T$rCh•'3ESS MATERIAL
69 ft. 64
rt. 2
in.
.012 Sch.40 PVC
ft.
ft.
in.
13. GROUT
FROM T(1
MATERIAL EMrL-A CE+11Nr r.IFTI101) a AMat•HT
57 ft. 0
ft.
Port/Bent. Tremie
59 rt. 57
rt'
Bent. Chips Dropped
ft.
ft.
19- SAN[F!(;R.4!' 1. P.•Il'fLI it a r El.
FROM TO
MATERIAL
EMPLACEME %-r METHOD
71 rt. 59
ft.
#t2
Dropped
fl.
fl.
20. DRILLING tot; Ianach itddid "A xherb ffnectm
FROM
TO
1) ES C R I r'T1 ON I eultrrrhardnecs. eni Grnvk n• r>: rain aim, ctr.i
0 ft.
58
rt.
brown dense silly m. sand
58 ft.
65
ft.
Brown weathered rock
65 ft.
69
rt•
Hard rock
ft.
ft.
ft.
ft.
I.
ft.
ft.
ft.
21. REMARKS
22. Ce fic on:
7 4/10/19
Sikontur of Certifiedllr Crmtraetur Date
By ! rt- tk ibis form, rest- certify that lire well(s) war (were) constructer/ in accordance
dr + N('A(' 02C . 00 or 15.4 HVAC 02CO200 Well C'onstruc'tion Standards and dial n
cop), of ibis record has been provided to the it ell 011,11er-
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 additional pages if necessary
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 69 {ft.) 24a. For All Wells: Submit this form within 30 days of completion of well
For nnilliple wills list all depths if dtljerem /e.ranrple- 3 200' ant/ 2�1i/0'I construction to the following:
10. Static water level below top of casing: 30 (fL) Division of Water Resources, Information Processing Unit,
I1-uater lei -21 it abore carorg, ace " •' 1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 10/6 (in) 24b. For Iniection Wells ONLY: In addition to sending the form to the address to
Auger/fluid rotary
24a above, also submit a copy of this form wthin 30 days of completion of well
12. Well construction method: construction to the following:
(i,e. auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & injection Wells:
Also subunit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the count), where
constructed
Form GW -I North Carolina Department of Ent•ironment and Natural Resources - Dit ision of Watei Resources Ret ised August 2013

NVELL CONSTRUCTION RECORD
This form can be used foi shiLle of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #:
List all applicable well petmir, (j.c- C oungt Smtc, I oriomc, Lrlecnon, etc I
3. Well Use (check well use):
Water Supply Well:
❑Agi icultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
01ndustrial/Commercial ❑Residential Water Supply (shared)
f Nan -Water Supply Well:
M Monitoring ❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 Remarks
4. Date Well(s) Completed: 3/26/15 Well ID# GWA-5BR
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. 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): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑7 -es or ElNo
lI flus n a repair, /ill oul knot, rt a ell cmnvu-ticaon n fornmliorr trod explant lire 000trc o/ [lira
repair under21 remarks section or on rhe hark o/ tris Inrnr.
S. Number of wells constructed: 1
For multiple infection or non -tracer supple trells OA'LY with the same construction, you carr
submit one form.
9. Total well depth below land surface: 55'5 (ft.)
For multiple trells list all depths rfdillerenl (example- 3n200' acrd 2, 1q
10. Static water level below top of casing:
ll'uester level is above casing, tise "•
ra Internal use ONu :
14. WATER ZONES
FROM TO
DESCRIPTION
ft.
ft.
Moist
ft.
ft.
IS. OUTER CASING Ifor multi -cased xellsl OR LINERira ralr€e
ll
FROM TO
DIAMIJER
TincliNF-SS MATERIAL
0 f` 43.5
fl-
6" i"
Sch.40 1 PVC
16. INNER CASING OR TUBING t reolherara] Omtd-Lonsil
FROM
TO
DIAMETER THICKNFSS MATERIAL
0 ft•
50.5
ft.
2 ' Sch.40 PVC
ft.
ft.
in.
17. SCREEN
FROM TO
DIAMETER SLOTSIZE THICKNESS MATERIAL
55.5 ft. 50.5 ft•
2
in. .012 Sch.40 PVC
ft. ft.
in.
18. GROUT
FROM TO
1ttATERIAL FM.PL4CENJENT METHOD &AMO UNI
43 5 ft. 0
fl-
Port/Bent. Tremie
48 It. 43.5
fl-
Bent. Chips Dropped
94 f`' 59
ft.
19. SAN `nksIt.4%TJ,P4C'IC(if a lel
FROM TO
MATERLAL EMPLAC AiF-N-r ASFMOD
59 fr• 48
ft.
##2 Dropped
ft.
ft.
20. DRI1+11J 'G I.OG tanirh addipocal sheets If rarc
FROM TO
DESCRIPTION (rolm•, hardness, soiVmck Fypg, grain size. etc.)
0 fr• 42
fr•
brown dense sitly m. sand
42 rr. 95
rr.
Brown weathered rock
f[.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
R.
ft.
21. R£114ARKs
22. C catio
4/10/19
Signul ofCertiSed Wel Contractor Date
Ry,t in this form, I t by certify that the well(s) was (irere) constructed in accordance
rtlh 4 ',9C 02C. 1J t or 15A NCAC 02C 0200 Well Construction Standards and that a
cope of this record has been provided to the well oumen
23. Site diagram or additional m ell details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following
(ft.) Division ofWater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
]].Borehole diameter: 1 O/6 (in) 24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger/fluid rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. y1'ell construction method: construction to the following:
(i.e auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one cope of this form within 30 days ofcompletion of
13b. Disinfection type: Amount: hell construction to the count, health department of the count' where
constructed
Font GN' -I North Carolina Department of Environment and Natural Resources - Di%ision of Watei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple ss'ells
1. Well Contractor Information:
Joshua Ellingworth
Wel I Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #:
List all opplicohle irell permils (i e. ('omni,, .Stale, Variance, I iecuon, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Ind ustrial/Commercial ❑Residential Water Supply (shared)
❑Irrigation
Non -Water Supply Well:
❑O Monitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
4. Date Well(s) Completed: 6/6/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 Remarks
Well ID# GWA-51BR-2
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one lat'long is sufficient)
N 11
6. Is (are) the rvell(s): 171'ermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ❑No
/%this is a repair, fill out known well construction mforniation and explain the nature o/ the
repair under ::21 remarks section or on the hack q/ this lorni
S. Number ofwells constructed: 1
For multiple hilecnon or non-n-aler supply bre/Ls ONLY uvillh the same eonstruetion, you can
submit ane f vin.
9. Total well depth below land surface: 85'0 (ft.]
/,'or multiple swells list all depths f dl/lerenl (example- 3ct 200' and 2(i-1) /00')
FFor1n,rnal Use 0N'Ll':
14. NVAT1711[t ZONES
I -I40111 'N!
DESCRIPTION
ft.
ft.
I5.OLTF.R CASING for mull rued wells OR LINER Lfapplicable)
FROM
I TO
I DIAMETER T'rli[Ch7VFvaS ATA'CERIAL
0 ft-
43.0
ft-
1 6" io Sch.40 PVC
16. INNER CANING OR TUBING freolhrrmIII dnsed-ltm 1
FROM To
DIAMETER I THiC1%-11�F54 I MA'11VIAL
0 ft' 59.5
ft-
25 '"' I Sch.40 PVC
0 ft, 80.0
ft-
2 in. Sch.40 PVC
17. SCREEN
FROM TO
DIAMETER
SLOT SIZE THICKNESS MATERIAL
80.0 ft- 85.0 ft.
2
in.
.010" Sch.40 PVC
ft. ft.
in.
1&. GROAT
FROM. T
TU
ATATERIAL UMPLAC'EME.NII MrnfQD & AMO( -T
0 ft.
76,0
ft-
Portland Tremie
76.0 ft.
78.0
ft,
Bentonite Dropped
ft.
ft.
19. SANDIGRAVEL PACK 1f a i#rnble)
FROM TO
,1tAl FRI Up FMPLACEMEh r MLTIEDD
ft• 89.0
ft-
#2 Sand Dropped
..78.0
ft.
ft.
20. DRILLING LOG (attach additional sheets If neccssan
FROM
TO
nFSCRwTlnx 19.1-,Ixoranesx, mit+roryq ck st R, etc.)
0 ft.
43.0
ft,
Brown Moist Med./ Stiff Clay with Silt
43.0 ft.
89.0
fl-
Grey Dense Bedrock
ft.
ft.
ft.
ff.
ft.
rt.
rt.
rr.
fr.
rr.
21. REMARKS
22. CC lCation:
�. 15/15
Sip.rtm ['eniflcd Yell t'nt uelur Date
Rl' •r+, Ittti %ornh, / Jls•n•)rj• r rltli• that the well(s) vas 61,ere) constructed in accordance
with 15A NCAC 02(' -0100 or .:1 N('A(' 0:('.0200 Well Cohtctnrctinrr Standards and that o
copy of this record has heen 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
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
10. Static water level below top of casing: (ft.) Division ofWater Resources, Information Processing Unit,
1/ water level is above casing, use " - 1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0/6.0/5.0 (in) 24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger, Coring, Fluid Rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. Yell construction method: construction to the following:
(i -e, auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground injection Control Program,
FOR "'ATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Form GW -I North Carolina Department ofEnvironnreni and Natural Resources- Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used fbi single of multiple xxells
❑Aquifer Storage and Recovery
1. Well Contractor Information:
❑Aquifer Test
Joshua Ellingworth
❑Experimental Technology
Well Contractor Name
❑Geothermal (Closed Loop)
3544
❑Geothermal (Heating/Cooling Return)
NC Well Contractor Certification Number
4. 3/9/15
Parratt-Wolff, Inc
Date Well(s) Completed:
Company Name
5a. Well Location:
2. Well Construction Permit #:
Duke Energy
Lot an applicable ,sell permi s (i e (bnnv state,
I ariane, Injection, etc,)
3. Well Use (check well use):
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Water Supply Well:
CASING OR TI [DING tbrrmA da6ed4o0
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
2 in. Sch.40 PVC
Non -Water Supply Well:
C+iMonitorine
❑Recovery
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
ID Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under 421 Remarks)
4. 3/9/15
GWA-5D
Date Well(s) Completed:
Well 1D#
5a. Well Location:
T THICKNFSS 1 MATERIAL
Duke Energy
45
Facility/Owner Name
Facility iDN (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PINT)
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): ©Permanent or []Temporary
NV
7. Is this a repair to an existing well: ❑Yes or ZlNu
11 this is a repair, lill out knorrrr hell convirucnurr nr1onrratian and explain Ihr nolur-: aJ Ih�
repair miler =11 renrarkv section or on the back of thu (lrrm
8. Number of wells constructed: 1
For multiple ityectdon or non -mater supply wells ONLI' with the same construction, }you can
submit one form_
9. Total well depth below land surface: _54'5 lft.)
For Irrultiple wells lar all depthv ijdiryerein (example- 3.'a)200' an! 1 r 190')
10. Static eater level below top of casing: 20
U u ater lerel ry above caving, rive '
Foi Internal Us c ONLY
14 WATE[t 7A IES
FROM TO
Dk'.S[: kll+rl[!ti
20 f` 60.5
f`
Moist
ft.
ft.
15. OUTER CASING for multi -cased wells OR LINER if a livable
FROM
I TO
I
DIAMETER
T THICKNFSS 1 MATERIAL
0 f`
45
ft
6" in
SCh. 40 1 PVC
16. INNER
CASING OR TI [DING tbrrmA da6ed4o0
FROM
TO
DUMETER 1 •171wh-NESS 1I AT ER FAL
0 f"
50
f`
2 in. Sch.40 PVC
fl.
ft.
in.
17. SCREEN
FROM FTO
DIAMETER SLOT SIZE T111CKi M
MATERIAL
__
55 ft' 150 f"
2
'°' .012 SCh.40
PVC
ft. ft.
in.
Is. GROUT
FROM TO
.MATERIAL EIIITIACEMENT ME1-110D & AMOL'N'r
46 f`• 0
f`•
Port/Bent. Tremie
48 ft. 46
ft-
Bent. Chips Dropped
ft.
ft.
19. SA WGRAVEL PACK ifapplicable)
FROM I TO
I MATFRIAI. LNfFlAC .MLN-[ METHOD
55 f` 48
f''
1 #2 Dropped
fl. I
ft.
20. DRiLI3NG LOG (arurfi sdditlorrel cher if>nce a
FROM TO
DESf-RHr11U.N color hardness, Knillmck tyee. grain si c, etc.)
0 fl- 35
ft•
brown dense sitly m. sand
35 f`• 45
f`•
Brown weathered rock
45 ft. 69
ft.
Hard rock
ft.
ft.
rt.
ft.
ft.
ft.
ft.
ft.
It, REMARKS
n
22. Crit 1r tion:
l 4/5/19
Zpg)
crl'fiedLlre Contractor Date
BV sigs Jorrrr, !re hj• cert.6 that rhe ivell(s) was (here) constructed in accordance
With 15A A'V4r' 01(' or 154 N('A(' 020.0100 Well Conctruciion Standards and that a
cups- of this record bas 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
construction details. You may also attach additional pages if necessary_
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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
]I. Borehole diameter: 1 O/6 (in) 24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger/fluid rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Wafer Resources, Underground injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply & injection Wells:
Also submit one copy of this form within 30 daysofcompletion of
13b. Disinfection type: _ Amount: well construction to the count, health department of the countN where
constructed
Form GN` -I North Carolina Department of Environment and Natural Resources - Di%ision ofA'atei Resources Ret ised .august 2013

WELL CONSTRUCTION RECORD
This fin in can be toed fbi single of nuduple wells
Poi Intel nal Use ONLY
19. SANDIGRAVEL PAt3u if ti licabie
AM TO MATERIA(.
FROM EAiP[�fEhiLiT MF71101
40 f` 21 fr' #2 Dropped
1. Well Contractor Information:
30. DRIt. IING WG lanach additional sterns ifnectssAryll-
FROM To
DESCRIPTION jrarnr. hardnem.soillrork r; 'n size.
0 ft, 28 ft.
Red/brown dense silt with f. sand
Joshua Ellin worth
g
28 f` 40
1•t. WATCH 7.0X( -i
FROM TO
Brown/grey weathered rock
DFSCH1MPe1�
8. Number of wells constructed:
We] I Contractor Name
For niultiple injection or rion-water supply hells 0/1'LY midi the same construction, You can
27 f`• 40
f`
ft. ft.
Moist
3544
ft.
ft.
ft.
Division ofWater Resources, Information Processing Unit,
21 RE11AR1vS
NC Well Contractor Certification Number
11. Borehole diameter: 8 (in.)
15.OU•iY?RCAtifNG farneuld-tined wdlA OR "INLR if ■ llmM5
Parratt-Wolff, Inc
24a above. also submit a copy of this form within 30 days of completion of well
FROM'I r)
ft.
ft.
t)EAM ETER
in.
In IICIC1ESS MATERIAL
Company Name
Division of Water Resources, Underground injection Control Program,
16. INNER CASING OR TUBING eathsrxnal rlpsed-lea
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
FROM TO
DlAhfr.TF.r;
lTI1C1Cth'E5.s mATERIAI
2. Well Construction Permit #;
/.isl a// npphcohle well permite 0 r !'ounly, Alae,
I'at tater, Inlrc non, elc.J
0 tr. 23
f[.
ft.
fL
2 1D
in
SCh. 40 PVC
3. Well Use (check well use):
17. SCREEN
Water Supply Well:
FROM TO
DIAMETFR
SLOTSI2£ THICKNESS MATERIAL
38 ft. 23 f`'
2
'n'
.012 Sch.40 PVC
❑Agricultural
❑Municipa"tiblic
ft, fl.
m•
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
IS. GROUT.
❑Industrial/Commercial
❑Residential Water Supply (shared)
FROM '10
MATERIAL
EMPLACF.MErn' MEiIiOD & AMOt'N-F
[Irrigation
19 ft. p
ft.
Port/Bent.
Tremie
Non -Wafer Supply Well:
PlMonitoring
❑Recovery
21 ft. 19
ft.
Bent. Chips
Dropped
ft.
ft.
inier•tlnn XVeBr
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑E.tperimental Technology
DGeothermall (Closed Loop)
❑Geothermal (.H"tiii Ctivlite Return
❑Groundwater Remediation
❑ Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (cx lain under #21 iL'emarks)
19. SANDIGRAVEL PAt3u if ti licabie
AM TO MATERIA(.
FROM EAiP[�fEhiLiT MF71101
40 f` 21 fr' #2 Dropped
ft. ft.
30. DRIt. IING WG lanach additional sterns ifnectssAryll-
FROM To
DESCRIPTION jrarnr. hardnem.soillrork r; 'n size.
0 ft, 28 ft.
Red/brown dense silt with f. sand
4/11/15 GWA-5S
4. Date Well(s) Completed: Well 1D#
5a. Well Location:
Duke Energy
Facility/Owner Name Facility iD4(ifapplicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
28 f` 40
ft.
Brown/grey weathered rock
ft. ft.
8. Number of wells constructed:
ft. ft.
For niultiple injection or rion-water supply hells 0/1'LY midi the same construction, You can
f[. f[.
submit oneJorm,
ft. ft.
9. Total well depth below land surface: 38 (ft.)
ft.
ft.
construction to the following:
Physical Address, City, and Zip
Stokes
Division ofWater Resources, Information Processing Unit,
21 RE11AR1vS
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8 (in.)
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger
24a above. also submit a copy of this form within 30 days of completion of well
County
5b. Latitude and Longitude in degrees/minutes/seconds
(ifwell field, one [at/long is sufficient)
Paicel Identification No (PIN)
or decimal degrees:
22.rrlif •ution•
Nr W
A t L 4/20/19
Sipat r orC•ertificd We I L intrartor Date
6. Is (are) the well(s): LelPermanent or ❑Temporary
B), sig llrra Jorm, I he y cerifi- that the irell(s) uas (irere) constructed in accordance
with 15A VAC02C0100 or 15.4 NC'AC 02(' (1200 Well C'orrsirue0on Standards and that a
7. Is this a repair to an existing well: ❑Yes or ONo
copy at this record ltas been provided to the ii ell onwer.
//'this is a repair, fill ow known trell construcawi mJbraannn artd e_tphnn Clic nolurc o! the
repay under -21 ranmrks secriun or un the hock �./ rhr, Jahn,
23. Site diagram or additional hell details:
1
You may use the back of this page to provide additional well site details or isell
8. Number of wells constructed:
construction details. You may, also attach additional pages if necessary,
For niultiple injection or rion-water supply hells 0/1'LY midi the same construction, You can
submit oneJorm,
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 38 (ft.)
24a. For All Wells: Submit this form within 30 days of completion of well
For multiple me//s list all depths tt &OO rent ("example- 3�ht)200' and 3-t)Ioo')
construction to the following:
10. Static water level below top of casing- 27 (ft.)
Division ofWater Resources, Information Processing Unit,
(t)rater lei e/ rs above casing, lire ' : "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8 (in.)
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger
24a above. also submit a copy of this form within 30 days of completion of well
12. Well construction method..
construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & injection Wells:
Also submit one cop) of this form within 30 days of completion of
13b. Disinfection type: Amount:
well construction to the county health department of the count' i+'here
constructed
Form GN' -I North Carolina Department of Environnienl and
Natural Resources— Division of Nater Resources Reeised.august 2013

WELL CONSTRUCTION RECORD
This limn can be used Ini single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #:
List all applicable urll perimis (i e Couniv, Starr, I'Oriancr, hrieotion, ei,J
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Industrial /Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
❑O Monitorine nRerovrry
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
4. Date Well(s) Completed
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Other (explain under #21 I
3/23/15 Well ID# GWA-61D
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degl•ees/minutes/seconds or decimal degrees:
(ifwell field, one lat/long is sufficient)
N
6. Is (are) the well(s): ©Permanent or ❑Temporary
N\'
7. Is this a repair to an existing well: ❑7'es or 1?3No
// dos rs a repair, lull out known yell construcn0ur nrlormmtion and erplam the iwiwv of the
repnr under • 21 renrarl r section or om the back of this form
S. Number ofwells constructed: 1
For multiple it vection or non -crater supple wells ONLY with the same construction, you can
submit one form.
9. Total well depth beloN• land surface: 106
Nor imiltiple wells list all depths il'&OJ rein (e.raniple- 3 a,2200' and 2 100 )
10. Static water level below top of casing:- 18
!J•unter level is abort casing, use '• '
f(n Imernal Use ONLY:
14. WATER ZONES
FROM
TO
DESCRIPTION --
18 ft•
109
ft
Moist
ft.
ft.
15.O TER
CASING fprmulti_eaud we1lR OR L1hFJt if r livable
FROM
I TO
DIAMETER THICKNESS MATERIAL
0 fr.
78
ft.
6" i" Sch.40 1 PVC
I& INNER
CASING OR TUBINGrnihern Yti d•It w
rROif
TO
DIAMFTE14 '1111, ,PSS NIATFRIAL
0 fl.
101
ft-
2 '"' SCh. 40 PVC
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMET4FR SLOT SIZE THICKNESS
MATERIAL
106 f"
101 ft•
2
in. .012 Sch.40
PVC
ft.
ft.
in.
IR. .GR IUT
FROM
I TO
MATERIAL EMPLICEM Er(r M LlJtOD & A.MOIT°r
96 fr.
0
ft.
Port/Bent. Tremie
99 ft.
96
ft-
Bent. Chips Dropped
ft.
ft.
19.5AKUVR.A►'Fl. P'A(KI if Icabk
FRom
TO
MATERIAL. T EmPL-Ai-Emr-'i 11F-I'mlll
106 fl-
99
ft-
#2 Dropped
ft.
ft.
26. I)RD-LI 4 LDG isnach sddidmal sheets if neeessa
TO
TIFSCIi IT'TLOIv colo r, hH"mesa, soilr,avk t r re;n a;rx,:tc.l
78
ft•
brown dense sitly m. sand
R
109
ft•
Brown weathered rock
ft.
fr.
ft.
ft.
ft.
ft.
21. REM %4tK5
22. Ce ific 'tin:
4/10/19
Signnturt .citified Well ontractoi Date
13r st,TrIs forni, I It'rr r cert that the well(s) was (irere) constructer/ in accordance
with 11,401.*'
SA . i •At' 02C 011 or 15A AICAC 02C. 0200 lVell Consiruction Sfancdards and that a
copy of dus record has been provided io the a ell owner
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 additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the follomng:
Division of*N'ater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 1U10 (in) 24b. For Injection Wells ONLV: In addition to sending the form to the address in
Auger/fluid rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i e. auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this font within 30 days of completion of
13b. Disinfection type: Amount: well construction to the count' health department of the county where
constructed
Form GW -I North Carolina Department of Environment and Natural Resowces- Division ofWateu Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
❑Groundwater Remediation
2. Well Construction Permit #:
❑Salinity Barrier
List all applicable ire/l permits o. e Counn" Stare,
h'ar•iam<°, G enian, eic.J
3. Well Use (check well use):
❑Subsidence Control
Water Supply Well:
❑Tracer
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
ft.
Non -Water Supply Well:
Facility ID# (ifapplicable)
EMonitoring
❑Recover,
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (HcuLlr1'noilltg Return)
❑Other .6x ain under#21 Remarks
4. Date Well(s) Completed: 3/12/15
well ID# GWA-6S
Sa. Well Location:
THICKN-Ess
Duke Energy
ft.
Facility/Owner Name
Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
PorUBent. Tremie
Stokes
.
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one ]at/long is sufficient)
0 ft. 28
N
2 ln• Sch.40
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. 1s this a repair to an existing well: ❑Y'es or ❑No
Il this is a repan-, lilt our knmi a it ell conitruction in/orrmrlion and explain dre mature o/ the
repair under -21 remark, s,vtt r or an the back o% dm lornr
B. Number of wells constructed: 1
For multiple h vection or non -crater supply ire//s ONLY with the same construction, you can
rubnnit one form,
9. Total well depth below land surface: 43 (ft)
For multiple wells hit all deptlre it dillerent reranrple- 3 x1300and 2100')
10. Static water level below top of casing: 34 (ft.)
1l-uaier level iv above cairng, uce
IL Borehole diameter: 8 (in.)
12. Well construction method: Auger
(i.e auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test
13b. Disinfection type: _ Amount:
fot Inteinal t15w ON L)
34 f`• 51
f`•
Moist
f` 2
ft.
ft.
ft.
15. OUTER CASING ifor
multi -rimed wrtle P OR LINER if a In
31cable)
FROM
TO
OM
THICKN-Ess
AfATIAUAL
ft.
24
fl.
±DETER1A111
in.
ft.
PorUBent. Tremie
fu- INNER CASING OR TUBING thermal clwvddaa
.
FROM I TO
f`•
DIAMETER THICKNESS
MATFRI.AI
0 ft. 28
ft.
2 ln• Sch.40
PVC
ft. I
ft.
in -
FROM
17. SCREEN
TO
MATERIAL- FM PLACEM ENT :'11 IFFROD
43
ft.
28
f` 2
in' .012 Sc" PVC
ft.
ft.
in.
MGROI-TFn
OM
TO
MATERIAL EMNJ&EME:N'l ATFTI 10n A ANK)ITNT
24
fl.
0
ft.
PorUBent. Tremie
26
f`•
24
f`•
Bent. Chips Dropped
66
fL
44
f`•
Bent. Chips Dropped
4% EL PACK 41f applicalde
FROM
TO
MATERIAL- FM PLACEM ENT :'11 IFFROD
44
f'•
26
f`•
#2 Dropped
ft.
ft.
20.DRILI,I11% L0(;ititRCFJaddiilooal>fhUUifnect"a
FROM
'ro
DESCRIPTION ra1m, I,.rdnces,>nill,wk Iv c, rdn riff,eec.
0
fr.
30
ft•
Red/brown dense silt with f. sand
30
f`•
66
ft•
Brown/gray dense silty sand
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
22.C' ti ration:
-^+;- 4/10/19
Sign rues CeMNi d Well Con for Date
g}, sigt ti.r/Deni. ! here'ht iJ.v that the u•ell(s) eras (were) consirucled in accordance
with 15A NC'AC 02C -0100 or 15A NCAC 020,0200 Well Construction Standards and that a
copy n/ this record hoc been provided to the it ou•rrer-
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 additional pages ifnecessary-
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following
Division of %Fater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this foal within 30 days of completion of
well construction to the county health department of the count), where
constructed
Foran GN' -I North Carolina Department of Environment and Natural Resources— Division of Water Resources Revised .August 2013

WELL CONSTRUCTION RECORD
This form can be used Iii single of multiple wcllc
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #:
List all opplicahle n ell permits (i e. !'uwanl .tole, Parlance, hhle'uon, ere l
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
Limomtonng
❑ Recovery
Injection Well:
f`
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
El Subsidence Control
❑Geothennal(Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 3/26/15 Well ID# GWA-7D
Sa. Well Location:
Duke Energy
Facility/DwnerName Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
For Inteinil Use ON Y
14.5 it. 191 it. I Moist
ft. I ft.
0 ft• 76 ft- 6" i" Sch.40 1 PVC
16. ]INNER CASING OR TURING eothermal elosed400
FROM TD DIAMETER THICIONESS MATERIAL
0 it. 79 f` 2 '" k. Sch. PVC
ft. .�......ft. I in.
84
ft.
79
f`
2 '"' 1
.012 Sch.40 PVC
ft.
6. Is (are) the well(s): OPermanent or ❑Temporary,
ft.
1111th ['AC' ll_ .. 100 or 15.9 NC'AC' 02C.0200 Well Corretruction Standards and that a
10. GROUT
copy of this record has been provided to the ❑cell ohrner.
/f this rc a repan•, fill out known a ell CO elrucnon ahJrM011"n and e.rplaah the naRrre al rhe
FROM
23. Site diagram or additional well details:
70
You may use the back of this page to provide additional well site details or well
MATERIAL
EMPI.ACENtEN-r AIETIIOD & AMOL'Nr
75
ft.
0
ft. Port/Bent.
Tremie
77
ft.
75
ft. Bent. Chips
Dropped
91
ft.
86
ft.
Auger/fluid rotary
19. SAND/GRAVEL PACK if a iertble
12. Well construction method:
FROM
(i.e, auger, rotary, cable, direct push, etc )
TO
MATFRFAt
E+HPLACFM£NTMETROD
86
ft.
77
ft. #2
Dropped
13b. Disinfection type: Amount:
ft.
I
ft.
Form GN' -I North Carolina Department ofEnviromnent and
0 ft. 76 ft. 1 brown dense sitly m. sand
76 ft. 91 ft. Brown weathered rock
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
County Parcel Identification No (PIN) L
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22
(ifwell field, one IaClong is sufficient)
4/10/19
N
Sip.rtaU-MfCertified A Contractor Dale
6. Is (are) the well(s): OPermanent or ❑Temporary,
gy ,,,this firm I tcreby cerriJy drat rhe ivell(c) ,tae (uvere) constructed in accordance
1111th ['AC' ll_ .. 100 or 15.9 NC'AC' 02C.0200 Well Corretruction Standards and that a
7. Is this a repair to an existing well: ❑Yes or ElNo
copy of this record has been provided to the ❑cell ohrner.
/f this rc a repan•, fill out known a ell CO elrucnon ahJrM011"n and e.rplaah the naRrre al rhe
repair under 2I reanarks s�_crurr or ar the back uJ rhirJbrn,,
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
9. Number of wells constructed:
construction details You may, also attach additional pages if necessary -
For multiple infection or iron -mater supply hrells ONLY with the same construction, you can
submit one form.
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface; 84 (ft.)
24a. For All Wells: Submit this form within 30 days of completion of well
For nudriple halls list all depths if-diJJ&,-erat (example- 3'a)200' card 21a)/00')
construction to the following:
10. Static water level belofr top of casing: 4.5 (ft,)
Division of Water Resources, Information Processing Unit,
//nater /ever ie above coong, use ' '
1617 {{fail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 10/6 (in)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger/fluid rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i.e, auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of cornpletion of
13b. Disinfection type: Amount:
well construction to the county health department of the county where
constructed
Form GN' -I North Carolina Department ofEnviromnent and
Natural Resources - Division of Water Resources Re\iscd August 2013

WELL CONSTRUCTION RECORD
This form can be used fol single or multiple «ells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compan) Name
2. Well Construction Permit #:
List all applicable hell perm is (I.e. C•ouniv, State, Parlance, Injecvion, etc )
3. Well Ilse (check well use):
Water Supply Well:
24.5
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Im ation
Non -Water Supply Well:
❑O Monitoring
❑Recovery
Injection Well:
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑ENperimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 4/11/15
5a. Well Location:
Duke Energy
Well ID# GWA-7Sa
Facility/Owner Name Facility IDN (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Paicel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N VI'
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ❑No
ll'dtis As a repair, fill ant known well cam'Irucuon ittlormatian and explain the nature of the
repair wander -21 remarks section or on the hack of this lorm.
8. Number of wells constructed: 1
For multiple injection or non -water supply wells ONLY with the same construction, von can
submit one yornt.
9. Total well depth below land surface: 42.5
1•'or multiple wells list all depths if dillerent y6craniple- 3 (200' mnd 2(x)100')
10. Static water level below, top of casing: 31
ll water lerel is abore casing, use " "
I I. Borehole diameter: 8.0 (in.)
12. Well construction method: Auger
(i -e- auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
For Internal Use ONLY:
31.0 rr. 43.5 ir. Wet
B. 011MER C ASING for multi pard welhi OR LINER if a licaWe
MOM 'I"O D1A1[E'i'I'it '1'IIfCICNM 1fATER1AI,
f[. ft. in.
16. INNER CASING OR TUBING eothermal elnsrd-ion
FROM I 'r0 I 0IAME:1'E:k I Ta[CKNESS I MATERIAL
0 ft' 127.5 ft' 1 2 in' 1 SCh. 40_f V_C
ft. I ft. I In.
17. SCREEN
FROM TO D]AAIET£R SLOTStZF T11ICh•N ESS h1ATERIAL
37.5 f`' 42.5 ft. 2 in. .010" Sch.40 PVC
ft. ft. in.
0 ft'
24.5
f`-
Portland Tremie
24.5 ft.
26.5
rt.
Bentonite Dropped
ft.
ft.
19. SAND/GRAVEL PACK if applicable)
FROM
I TO
I 'MATERIAL EhiP["Af:Fh1EMr METHOD
26.5 ft-
43.5
ft•
#2 Sand Dropped
ft.
Ift.
0 ft. 31.5 rt. Brown Moist Med./ Stiff Clay with Silt
31.5 ft. 43.5 ft. Brown Wet Med./ Stiff Clay with Silt
ft. ft.
ft. ft.
ft. ft.
ft. ft.
1
22. C rti xtiu
`Y 4/201
15
igiuuryul 'ertilicd 14'ell C�'$@XICAC
nr tr
• un form, /herelei• drat the well(s) was (were) constructed in accordance
with 15A A'C'A('02C•.0/00 r02C "0200 Well Construction Standards and that a
cop- a( this record has been provided to the yell owner.
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection 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 t61 lowing:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For "'ater Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
well construction to the county health department of the county where
const) ucted.
Form GW -I North Carolina Department of Environment and Natural Resources- Division of Watei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This loom can be used for single or multiple ss ells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Nance
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #:
l,l.n ad applfeaNc hell pernuts p e. Corm l'. Slate. I'arian,e, Injection, etc 1
3. Well Use (check well use):
Water Supply Well:
❑Agi icultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Conn mere ial ❑Residential Water Supply (shared)
❑lrri ation
Non -Water Supply Well:
❑O Monitoring ❑Recevery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothennal(Closed Loop)
❑Geothermal (Heating/Cooling
4. Date Well(s) Completed: 4/9/15
5a. Well Location:
Duke Energy
❑Groundw'ater Remediation
[-]Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 Rem
Well HM GWA-$D
Facility/Owner Name Facility 1D# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
0
6. Is (are) the well(s): (OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ONo
11'rhis is a repair. /ill out known well c•onstructinn a j+rnm/iao mrd crpinitr the nature o/tloe
repair under 21 remarks section or on the back o/ this /one
S. Number of N•ells constructed:. 1
For multiple infection or Iron -water supple "-ells ONLY irilh floe same construction, wnl can
submit one tarn.
9. Total well depth below land surface: 94 Iff.)
1,'ar multiple "-ells list all depths fl ,bf1crent (example- 3(a)200' -raid2(a)100')
10. Static water level below top of casing:
// water /ere/ is above easing. use
11. Borehole diameter: 8.0 (in.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i e, auger, rotan,, cable, direct push, etc.)
Foi Internal Use ONLY
14. WATER ZONES
To
FRONIft.
DrsCRSPTIO%
ft.
ft.
15, OIrrER CASTNG Ifnr mtilrk"ed weUs OR UNER ifa liieitble
FROAT I TO
I 111.+ -,FETFR TTHChWF'.SS I MATERIAL
0 ft. 182.5
ft.
Err in. SCh. 40 PVC
I6, INNFR U LS1NG OR TIMING fccolbermA cl[ned-Ino 1
FROM TO
DIAMETER TTIK kNE&S
M 0 ERIAl
0 ft. 89.0
ft.
2 in. Sch.40
PVC
ft.
ft.
in.
17. SCREEN
FROM TO
DIAMETER SLOT SIZE THICKNESS MATERIAL
94.0 ft- 94.0 ft-
2
in. .01011 Sch.40 PVC
ft. ft.
in.
19. GROUI
FROM TO
MATERIAL. EMPLIWEMEN1 METHOD & AMOUNT
0 rr. 84,0
ft.
Portland Tremie
84.0 ft• 86.0
ft
Bentonite Dropped
ft.
ff.
19. SAND/GRAVEL PACK (if applicable)
FROM TO
'EATFRI tt. EMPL ACIFAIE l' METUOD
86.0 ft. 97.0
ft.
#2 Sand Dropped
ft.
ft.
20. DRILLING LOG lattaehAdditionodsheen ffaec-
FROM '1'0
DF_SC•HIYTIO\ viler. hurdnras, milhr ork ivin.. rain sit'. ell.'
0 ft. 82.5
ft-
Brown Moist Med./ Stiff Clay with Silt
82.5 fl- 97.0
ft.
Grey Dense Bedrock
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
4(p alien:
5/1/15
Ll
ff•crtifie N If (•orltrUll 1111 Date
dun forei. r.rehl. cernty that the mel/(s) utas (irerce) constructed in accordance
"'illi 15.4 A'CAC 02C. 0100 or 15.4 AVAC 02C . 0200 Well ConvI •uClion Standards and that a
copy o/ this record has bcm provided to the a ell corner.
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 additional pages if necessan'.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the fol lowing
(ft.) Division ofWater 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 -,vithin 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
]3a. field (gem) 111ethud of test; 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 daysofconipletionof
13b. Disinfection type: Amount: well construction to the county health department of the county, where
constructed -
For in
onstructed.
Form GW -I North Carolina Department of Environmenl and Natural Resources- Division of Walet Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compare Name
2. Well Construction Permit #:
Lieu all applicable well pernnt.s (i.e, Counry, State, Variance, injection, ele.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
❑� Monitoring ❑Recover,
❑Aquifer Recharge
❑Aquifer Storage and Recovery
El Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 Rem
4. Date Well(s) Completed: 4/10/15 Well ID# GWA-8S
5a. Well Location:
Facility/Owner Name
Physical Address, City, and Zip
Facility ID# (ifapplicable)
County PateelldentificationNo (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat/long is sufficient)
N
6. is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or [7lNo
11 this Is a repair, lill out known well c onslruction h formation and explain lire nature of the
repair under 21 remarks section or ntr the hack of this linin.
8. Number of wells constructed: 1
1,or nndtiple uhlection or non-unter.supply wells ONLY with the sane construction, vnu can
suhmil one lnnn.
9. Total well depth below land surface: 35
Fur multiple wells list all depths it rh/prent (example- 3(a)200 * and 2(a) 100')
10. Static water level below top of casing: 25
11 water level is above casing, use - "
11. Borehole diameter: 12 (in.)
(ft.)
For Internal Use ONLY:
14. WATER ZONES
FROM TO
DESCRIPTION
25 ft. 39
ft.
ft.
ft.
IS. OUTER CASING for
multi rasrd.wells OR 1_11NER ira ILrairle
F1(OA{ TO
D!A\TFTF.R
rTlil(.kNrFSS
M 1TFRI.1t
ft.
f[.
in.
I r., INNER CASING OR Tl!BING eothtrmal cltaed-loop)
FI11 lsl To
DIAMETER i TRIC RNESS MATERIAL
0 ft. 20
ft.
in.
ft.
ft.
in.
17. SCREEN
FROM TO
.DIAMETER SLAT SIZE THICKNESS MATERIAL
20 ft. 35 ft.
in.
ft. ft.
in.
18, GROl"T
FROM TO
MATERIAL EMPLACEMENT METHOD & AMOUNT
0 ft. 16
ft.
Portland Tremied
16 ft. 18
ft.
Bentonite Dropped
ft.
ft.
19. S ItiDit;ItAVVI. t' lk('K if j1pplicalife
FROM
TD
MATFRIAI I FkIPI-WT%IF%TMFTIIOD
39 ft•
18
ft.
#2 Sand Dropped
ft.
ft.
2t1. IIRI LLI N(: LO(: 1>ittarh oddidonsi shrEo if necessa
FROM TO
DF_ti C'R11"r[ON rolvr, h>,ranoa. ,oinrsdr n ren rVrr. rlc.
0 ft 25
ft
Brown Moist Med./Stiff Clay with Silt
25 ft 39
ft
Brown Moist Wet./Stiff Clay with Silt
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22. [' rtiftcr ion:
. 5/8/15
tirgnmur�(("CFUiliedWra L' ni ruclur Date
titIs lnnr4 11; re i' cern/, than the uell(s) was (were) consirricled in accordance
With 15A NCAC 0X' 0100 or 15A NCAC 022.0200 Well ('urzctruclinn SYandardc and that a
c opv al this record hos heen provided to the a ell owner.
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection Wells ONLY: In addition to sending the form to the address in
Auger 24a above, also submit a copy of [his form within 30 days of completion of well
12. Well construction method: construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY" WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yieldm Method of test: 24c. For Water Supply & Injection Wells.
(gP ) Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: _... Amount: well construction to the county health department of the county where
constructed
Form GW -I North Carolina Department oFEnvironnient and Natural Resources— Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This foi to can be used foi single of multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compan\ Name
2. Well Construction Permit #:
List till applicable well perinus (i e Coianir, State, Iarannee, /n/ectiun, eic)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -(Yater Supply Well: j
OMonitorine ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatinp/Cooline
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
Return) ❑Other (exDlain under #21
4. Date Well(s) Completed: 6/4/15
Well IDN GWA-91D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility IM (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat/long is sufficient)
N V1'
6. Is (are) the well(s): l2lPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or ❑No
///Iris is a repair, fill ata kno rn hell c•onstructorr in/iramuun and eaplarn due nature of the
repair ander 2/ remarks seciiorr or an the hack o/•thi. jornr.
S. Number of wells constructed: -1
For nnr/dple oyection or nor -water supply wells ONLY frith die same construction, you can
subntit one forni
9. Total well depth below land surface: 90'0
hiar rnultiple sue/Is list all depths if different (example- 3,x)200' nut 21(0100')
Fri hirci nal Use ONL.I':
14. WATER ZONES
FROM TO
DE.4{:14I1'1loN
ft.
ft.
ft.
ft,
15. OUTER CASING farmutti-rased wells Olt 1.1NFR {if it IicahtI
FROM
TO
DIAMETER T'H1r'KYEss
IIf A'I F.RI-A I-
0 ft-
175.5
ft- I
6rr in.Sch.40
PVC
16. 1NNER CASING OR TUIIING 1 euthermarl ctosed-Tuo
FROM TO
DIAMETER THTCKNESS MATERIAL.
0 ft. 85.0
ft-
2 1n' Sch.40 PVC
ft.
ft.
in.
17. SCREEN
FROM TO
DIAMETER
SLOTSIZE THICKNESS MATERIAL
85.0 ft. 90.0 f`•
2
in. .010" ch. 40 PVC
ft. ft.
in.
18. GROUT
M- 0M TO
MATERIAL C',IPI,ICEMFNT MET HOD A AMOUNT
0 fL 81,0
ft.
Portland Tremie
81.0 ft. 83.0
ft.
Bentonite Dropped
ft.
ft.
77. SA vEI_FACK if skrimIcamel
FRONI TO
MAI F'RI t1. F.VPLACI.MFNF METTtO17
83.0 ft. 90.0
f`
#2 Sand Dropped
ft.
ft.
20. DRILLING LOG tattarlr addiliunatl sheets ifnecessa
FROM TO
DESCRIF'TIONti aiihn'. fundi m. w1fivek t se, gnin circ, etc.l
0 fc. 75.5
ft•
Brown Moist Med./ Stiff Clay with Silt
75.0 f`• 90.0
f`
Grey Dense Bedrock
ft.
rr.
ft.
rr.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
22.00 ifieatiotl:
WV
til. 6/1/15
Signdturc 'Certified W3ell, Date
na
H1, art, ilius lor, / r 7P cerub, that the mel/(s) was (here) constructed in accordance
with 15A NCAC 02C -OWN or 15A NCAC 02C,0200 Nell Construction Slandarde and that a
copy of this record has been provided to the ire// corner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details of well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS.
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the follo\ving:
10. Static water level below top of casing:. (ft,) Division of Water Resources, Information Processing Unit,
If ,rarer lerel is abore rasing, use " " 1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0/6.0 (in) 24b. For Injecfion Wells ONLY: In addition to sending the form to the address in
AugerCoring, Fluid Rotary
24a above, also submit a copy of this form within 30 days of completion of well
,
12. Well construction method: construction to the following:
Ire auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) 119ethod of test 24c. For Water Supply & Injection Wells:
Also submit one copy Of this form within 30 days ofconipletion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Form G\V-I North Carolina Department ofEnvironnlent and Natural Resources- Division of Warer Resources Revised August 2013

WELL CONSTRUCTION RECORD
This for m can be used foi single m multiple swells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
I isi all applicable well pernnis 0.e Counw Stare, VOMMce, Injecurol, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑industrial/Commercial ❑Residential Water Supply (shared)
❑Inti ation
Non -Rater Supply Well:
0 Mon itori n a ❑ Recovery
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (HeatinWCoolinla Return)
❑Other (exDlain under #21 Rem
4. Date Well(s) Completed: 5/28/15 Well ID# GWA-9S
5a. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat/long is sufficient)
N H'
6. is (are) the well(s): ©Permanent or ❑Temporary
7, is this a repair to an existing well: ❑Yes or ❑No
4 this nv a repair, fill oto knoiro well consrruenon oilbrnranon and explain the mature o% the
repair under 21 remarks .sec tion or on the hack of this toren
S. Number of wells constructed: 1
For nnr/tiple injection or noir-water supply wells ONLY with fire sante construction, you can
submit one fbrnr
9. Total well depth below land surface: 51.0 (ft-)
Vor multiple wells list all depths fail%rent (exaniple- 3 ((200' and 2'(-1)100')
10. Static water level below top of casing:
//'water level is ahove easing, use " ..
11. Borehole diameter: 8.0
12. Well construction method, Auger
(i a auger, rotary, cable, direct push, etc )
For Internal Use ONLY:
14. WATER ZON 1.-S
FROM
't cr rhFS CTf IPT 101
ft.
ft.
ft.
ft.
1S. OUTER CASING Ifor muni-rs»ed welbi OH LINER (ifs mlicable)
FROM TO
DIAMETER Tm IR Kai ESS
1i{TERiiiL
ft. ft.
in.
16. INNER CASING OR T!: til NG [ eolhernial. e1n5ed4tw t
FROM TO 3111M1:'rtu THTC] N0;S MATFR1AL
0 ft' 36.0 ft. 2 in. Sch.40 PVC
ft. ft. in.
17. SCREEN
FROM I To DIAMETER SI,0T tilZF 1HICKNESS MATERIAL
36.0 ft' 51.0 ft. 2 in. .010" Sch.40 PVC
ft. I ft. in.
18. t' RO t I
FROM TO MATERIAL F.MPIACF:M F,Nf M1:T"OD & AMOUNT
0 ff 32.0 ft' Portland Tremie
32.0 ft. 34.0 fl- Bentonite Dropped
tr. ft.
19. SAND/GRAVEL PACK if r d&ahlr
FROM
TO MATT- RI IL EMP LILUEMFNT11F71101)
34.0 ft.
53.0 ft. #2 Sand Dropped
ft.
ft.
20, DHII.IANG 10G lanach additionitl sheets if..nems
FROM
TIT-
1)ESCRIP1 toN I cu Im. Io:wd nein, snidrurk gy re, yin e'vr, etc.}
0 ft-
53.0 fl-
Brown Moist Med./ Stiff Clay with Silt
ft.
ft.
ft,
ft.
ft.
ft.
.W ........ .._..-..
ft.
.
ft.
ft.
ft.
ft.
ft.
It. REbLSRKS
22. C rtifi tion:
6/15/15
Signa u```r a Curl iiied L4' 'onlractot Date
By.vgrtn r rs form, I !r. hr cerniv that the wel(s) was (were) constructed in accordance
with ISA .Vr -: Ir ' 02(' ,0100 or I5A NCAC 02C 0200 Well Construction Standards and that a
copy o/ (firs record has been provided to the yell owner
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 additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. For ,all Wells: Submit this form within 30 days of completion of well
construction to the following
(ft.) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection 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
13a. field (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy, of this form within 30 days ofcompletion of
13b. Disinfection type: Amount: well construction to the county health department of the count) where
constructed
Form GW -I North Carolina Department of Environmeni and Natural Resources - Division of Water Resources Res ised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certificatiou Number
Parratt-Wolff, Inc.
Compans Name
2. Well Construction Permit #:
List all applicahle well permits (i.e. County, Stale, Variance, I iertion, ea 1
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Nater Supply Well:
❑? Monitorine ❑Recovery
I nl er tion 77 e1I.-
El Aquifer
:❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Coolinp
4. Date Well(s) Completed: 4/1515
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
[]Tracer
❑Other (explain under 421 F
Well ID# GWA-1 OD
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
For Internal Use ONLY.,
14. WATER Z.ONUS
9.0 164.0
f`1
Wet
ft.
ft.
(ifsrell field one lathlong is sufficient)
15. OL TF R f-%SfNG; for mold -cared well OR LFNER (if a licable
FROM TO
DIAMETER F THICKNESS
M ATERrAL
0 f` 149.0
ft-
6" i" Sch.40
1 PVC
16, INNER CASING OR Tl'B[tvG
(eo[Lrrnral dusedao0
FROM TO
[
By st i this form, J !Y
DIAMETER THICKNESS MATERIAL
0 f`' 50.0
fl-
2 '"' Sch.40 PVC
ft.
ft.
in.
17. SCREEN
repair under : 2/ remarks section oron the back o/lhhs_lbrm.
23. Site diagram or additional well details:
FROM TO
DIAMETER I SLOTSIZE THICKNESS J MATERIA
50.0 ft- 55.0 ft
2
" .010" Sch.40 PVC
ft. ft.
submit one•fornl,
in.
19. GROJIT
24a. For All Wells: Submit this form within 30 days of completion of well
For nndliple wells list all depths i/ cli%/erent (example- 3(D4200' and 2@1 /00')
FROM TO
10. Static water level below top of casing: 9.0
MATERIAL E?sl Pt-WEM F\ -r M E7"11(71) & AMRI
0 f`' 46.0
f`'
Portland Tremie
46.0 f`• 48.0
ft.
Bentonite Dropped
ft.
ft.
(i a auger, rotary, cable, direct push, etc )
f9, SANDMR-AVEI PAC JKappUc&Wc1
FROlt1 I -rt)
Division of Water Resources, Underground Injection Control Program,
MATERIAL E-%IPL,A(-FIIFNT ME'"IOD
48.0 f` 64.0
fY•
#2 Sand Dropped
ft. I
ft.
13b. Disinfection type: Amount:
0 f` 9.0 fl- I Brown Moist Med./ Stiff Clay with Silt
9.0 f` 49.0 f` Brown Wet Med./ Stiff Clay with Silt
49.0 f` 64.0 f` Grey Dense Bedrock
ft. ft.
ft. ft.
ft. fY.
ft. ft.
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
22 Ce if ation:
(ifsrell field one lathlong is sufficient)
il i. 5/1/15
�.a
5r ft'cttiticd Wra
Contraciu[ Date
6. Is (are) the well(s): Peranent or
©Permanent ❑Temporary
[
By st i this form, J !Y
hr certii, that the ire/1(s) was (were) constructer/ in accordance
with 13,4 NCAC 02(' ,t}
I or ISA N'AC 02C,0200 Well Construction 5'tamlarcis and that a
7. Is this a repair to an existing well: ❑Yes or Z)No
copy of this record has been provided to the well owner.
//!Iris' is it repair, Jill oul knmru well construction iafarnhatioitmad e.vplaia the nature o/ the
repair under : 2/ remarks section oron the back o/lhhs_lbrm.
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed:
construction details. You may also attach additional pages if necessary_
For multiple ih jeclion or nab-waler supply wells ONLY iroh the same camsrr MOII, you con
submit one•fornl,
SUBMITTAL INSTUCTIONS
9. Total well depth below, land surface: 55.0 (fl,..)
24a. For All Wells: Submit this form within 30 days of completion of well
For nndliple wells list all depths i/ cli%/erent (example- 3(D4200' and 2@1 /00')
construction to the following:
10. Static water level below top of casing: 9.0
Division of Wafer Resources, Information Processing Unit,
//,water level is above rasing, use "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (in.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
AugerCoring, Fluid Rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. Yell construction method: ,
construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount:
well construction to the county health department of the county where
constructed
Foim GW -I North Carolina Department ofEnvironnienr and
Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
I. Well Contractor Information:
BRIAN THOMAS
Well Conlmclor Nome
A-2581
NC Well Contractor Cenificalion Number
GEOLOGIC EXPLORATION, INC
Company Nome
2. Well Construction Permit #:
List all applicable well cun.sirucuion permits ri.e. County, Slate, Variance, etc.)
3, Well Use (check well use):
Water Supply. Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑Industrial/Commercial
Olrrlgatlon _
Non-WaIitr Supply Well:
❑Municipal/Public
❑Residential Wallet Supply (single)
❑Residential Water Supply (shared)
El
❑Aquifer Recharge
❑Groundwater Remediation
❑ Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heat mg/Cooling Return)
❑Other (explain under #21 Re
03/17/17
GWA-10DA1D#
4. Date Wells) Completed: �
WeI1__.._
5a. Well Location:
BELEWS CREEK STEAM STATION
Fncility/Owner Name Facility I Dtl (if applicable)
3195 PINE HALL ROAD BELEWS CREEK 27009
Physical Address, City, and Zip
STOKES
County Parcel Identification No. (PIN)
Sb. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(il'well field one tat/long is sufficient)
360 17'45.57" N 800 04'49.39" W
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or EINo
If tris Is a repair, f111 out krtuu•n ire/I construction b jurniation and explain the nature of the
repair under a21 rentarkr section or ort die back of this form.
8. Number of wells constructed: 1
For midtiple injection or nun -water supply wells ONLY with tee same construction, Jou can
submit one firm.
9. Total well depth below land surface: 70'0 (ft.)
For nodtiple ive/ls list all depth,r;ftiflerem (example- 3@2 X1' and 2@10')
10. Static water level below top of casing: _ 11.0 (ft.)
if n•orer level Is above ca.slog, use "+ "
11. Borehole diameter; 10.0 (in.)
AUGER
For Internal Use ONLY
14. WATER ZONES
FROM TO OFSCnlptl4N
fr. ft.
fr, ff.
15, OUTER CASING J ror mulls -cased welts DH LINER If a livable
PRMI TO DlAlttE[iR TIr1f:14N MATERLAL
0.0 f' 55.0 fr. 5.0 1- 1 SCH 40 PVC
16. INNER CASING OR TUBING eollsrrmril closed -Ina
FROM TO DLIMETER TFIICI{NE45 MATERIAL
0.0 fL 65.0 ft• 2.0 In' SCH 40 PVC
IT, SCREEN
}RObt TO OIAM ER 91.OTSIZF. Tillt CNFSS MATERIAL
65.0 f'' 70.0 f' 2.0 '" .010 1 SCH 40 PVC"
_... ft. ff. it
IS. GROUT
rRob1 -ro NIATERLII. EM PLACEM ENT e1 ETROD.4 A11I 0 lrNrr
0.0 f • 50.0 ft' 'apMAPill 1149il'MME SLURRY
0.0 ft- 55.0 ft eomiwaiseito"nr SLURRY
rt. ft.
19. SANDIGRAVEL PACK tira lirabte
FROM TO MATERtdL EMPLACEMENT eJETHOD
62.0 f' 70.0 ft. 20-40 FINE SILICA SAND
Ft. I rr.
49, 13RILLING LOG I ottnch additional sbeeto Ifaetaso
FROM TD DE.9CRLrt7ONi ruler, hada lolYtatk ty9f, strilisi JU*' err.
0.0 ft. 5.0 ft. RED SILTY CLAY
5.0 ft. 20.0 ft' BROWN SILTY SAND
20.0 f' 33.0 ft' TAN SILTY SAND
33.0 ft• 55.0 f" PWR
55.0 f' 70.0 f'• ROCK
ft. n.
21. RE42ARKS
BENTONITE SEAL FROM 50.0 TO 62.0 FEET
."U -PACK SCREEN"
22. Certification:
�e' _ V ui- 03/29/17
Signature ofcenified Well Contractor Dole
By signing this form, I hereby cerrlfy that the hell(,) ras (is -ere) constructed in accordance
with 15A NCAC 02C.0100 nr 15A NCAC 02C.0200 Well Construclion Standards and that a
copy of fids record has been provided to the ivell oirner.
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 additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wfils: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Inircliun Wells: 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
12. Well construction method: construction to the following:
(Le, auger, rotary, cable, direct push, etc )
Division of Water Qualify, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:24c. F1Jr 11'io 'u 1 JIIV & lnitction /Yells: In addition to sending the form to
- the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW- I North Carolinn Department of Envirotiment and Natural Resources - Division of Woler Quality Revised Jon 2013

WELL CONSTRUCTION RECORD
I his form can be used for single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #:
Lisr all opplicobie a ell permis (i -e. Counp-, .Wrote, Forial)" bgeennn, cle-)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑bTi ation
Non -Water Supply Well:
2 Monitori np ❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 Rem
4. Date Well(s) Completed: 3/25/15 Well ID# GWA-10S
Sa. Well Location:
Duke Energy
Facility/Owner Name Facility iDN (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifivell field, one tat/long is sufficient)
N
6. is (are) the well(s): ZPermanent or ❑Temporary,
Nil
7. Is this a repair to an existing well: ❑Yes or 9lNo
11 this nv a reponr, fill oul knoll.)[ veil consiru, lion ailorrnatiorr and exploit? the nature of Ilse
repair under -21 i ennarks cecumr nr on the bac, of ibis form
8. Number of wells constructed: 1
Por ntulriple arfection or noir-Grater supple ?rel/r ONLY reith (lie same construction, you can
submir one form
9. Total well depth below land surface: 19 (ft.).
For multiple wells list all deptin J ihilererrr (e.ram�le- 3 i 200' and 2 l00')
10. Static water level below top of casing: 6 (ft.)
Il Grater level is abore casing, rind � -
11. Borehole diameter: 8 (in.)
foi Internal tis- ONLY:
14. WATER ZONES
FROM TO
DESCRt11TIo1
6 rt• 26
ft. Moist
ft.
ft.
Is. OUTER CASING: fur multi-rsised WOW OR i.YNER 1' tiicable
FROM
TO
DIAMETER
TIII(TCN -9 MATERIAL
ft.
I
ft. I in.
16. INNER CASING OR TUDINc iecathwermat dasrd-tint
FROM TO
DIAMETER THICK -NESS AIATERIAl-
0 rt. 4
fr. 2 in. Sch.40 PVC
ft,
ft, in.
17. SCREEN
FROM
TO
DIAMETER SLOTS= Tl-11CKNESS MATERIAL
19 f1.
4 ft.
2 in' .012 Sch.40 PVC
ft.
ft.
in.
IS. ZIT
FRnM TO
MATERIAL EWLAC�IENT til ErHaD ac AINOt1RT
1 ft. 0
ft. Port/Bent. Tremie
3 fl. 1
fl- Bent. Chips Dropped
ft.
ft.
19.5-kNWAL&VEL PACK I Ifo k�We)
FROM TO
AfATER1Al-
EMPLAC-£AIVN-i'METTlion
24 ft. 3
ft. #2
Dropped
ft.
ft.
20. DRILLING LOG sifts h flddttlWal sheen If Ire
}710M TD
DFSCRIPTION Icnlnr, Iwrduere Snit.rU01 i - e rain sin, eir.1
rt.
ft.
No Samples
ft.
ft.
rr.
rr.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
-21. REMARKS
22, Cc if ation:
1x 4/28/19
signrtturc cerrifrc W�1.nft=w Date
B3'certifi� drat rhe ieell(e) ryas (ieere) constructed in accordance
rritb /SA A'C:fC' 02(' -OISA A'C'4C 020.0200 Well Construction Stnrrdords and that a
copy o/ floc record has been provident to the veli turner_
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 additional pages if necessary,
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division ofWater Resources, information Processing Unit,
1617 Mail Service Center, Raleigh, NC 2 7699-1 61 7
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger 24aabme, also submit a copy of this to vithin 30 days of completion of well
12. Well construction method: construction to the following:
(i -e. auger, rotar)', cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR "'ATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 2 7699-1 63 6
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection hype: Amount: well construction to the count, health department of the courityl where
constructed -
Form GN1'-I North Carolina Department otLnvironnrenl and Natural Resources- Di%ision of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This firm can be used loi single of nudtiplc sell
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Connacior Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit 4
List all opplicohle a ell pernfis (i.e. County, Slate- 10iran'e' hilernon, err 1
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑industrial/Commercial
❑Irrigation
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non -Water Supply Well:
R Monitoring ❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatina/Cooline
4. Date Well(s) Completed: 4/7/15
5a. Well Location:
Duke Energy
[-]Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 Remarks
Well IDs GWA-11 D
Facility/Owner Name . Facility IDk (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
Count,
Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees
(ifsaell field, one lat/long is sufficient)
N
6. Is (are) the well(s): ©Permanent or ❑Temporary,
N1'
7. Is this a repair to an existing well: ❑Yes or IDNo
ll thu is a repair, fill out kamrn rrell ronvirri,mm rrrlorntamm and etplmn rh; trantra of the
repair i m der i 21 renrarkr sdrrmrr or on drc hark of rhes form.
8. Number of wells constructed: 1
For multiple oyection or non-u•oter supply wells ONLY with fire same construction, you can
submit one form.
1-01 Interval 1 1.cONI v
(ft.) 24a. For All Wells: Submit this form ttithin 30 days of completion of well
1'or wriltiple wells list all depths if chil&retn (example- 3 as?00' and 2!a>100')
construction to the following:
10. Static water level below top of casing: 31
Division ofWater Resources, Information Processing Unit,
14. WATER T.oNES
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 10/6 (in)
FROM TO
Auger/fluid rotary
DESCRIPTION
31 f` 72
f`•
Moist
ft.
ft.
Division of Water Resources, Underground Injection Control Program,
15, Ot{TER LASING (for
tnutti-cased sreLLs 4R LINE:R if a rlicahle
FROM
TO
DIAMETER
'i'HICfO�FSS
MATERIAL
0 f`
57
ft
6" in.Sch.40
1 PVC
!(L t]VAER CA6SfiG OR TURINGeothermal closed loo
FR0111 TO
and Natural Rcsorwces —Division of Water Resources Res iced .august 2013
DIAMETER THICI:N'FSS MATERIAL
0 ft. 63
f`'
2 '"' I Sch.40 PVC
ft.
ft.
in -
17. SCREEN
FROM TO
DIAMETER SLOTSIZE THICKNESS MATERIAL
68 f" 63 ft.
2
in. .012 Sch.40 PVC
ft. rt.
in.
IR. GROUT
FROM Tin
MATERIAL kti1PLACEAIENT METHOD SAM01.'N-r
56 fr. 0
ft.
Port/Bent. Tremie
61 f`• 56
ft.
Bent. Chips Dropped
ft.
ft.
plC.IL4L'EI PACK filanniticAbic
FROM TO
MAIERLAL I EMPLACEMFftit METHOD
72 fl- 61
ft.
#2 Dropped
ft. I
ft.
20. DRILLING LOG attach additional sheets if tseeess
FROM TO
11FSL'FtIPT1O� {cnlnr, har�lnees, sWl+rrrek r t, rain sin, etc.
0 ft. 35
ft.
Gray/brown dense sitly m. sand
35 ft• 72
ft•
Brown weathered rock
rt.
rr.
ft.
fr.
ft.
rt.
ft.
ft.
ft.
ft.
21: REAlATIEN
zz. rz ;r atiDt
t4/20/19
Signature nCecartiflicd Well f.'n c{orDateBy sii*nir Jorm, 1 lxrrllj• •rrnli-flea! fire u•e!!(s) was (were) canctrucled in accordance
wide /SA' 02('-0/00 r �A AVAC' 0X'.0200 Nell Construction Standards and that a
copy .1 this record has been pro titled to the yell rnrner.
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 additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 68
(ft.) 24a. For All Wells: Submit this form ttithin 30 days of completion of well
1'or wriltiple wells list all depths if chil&retn (example- 3 as?00' and 2!a>100')
construction to the following:
10. Static water level below top of casing: 31
Division ofWater Resources, Information Processing Unit,
!..'are. level is above casing, tae -
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 10/6 (in)
24b. For Iniection Wells ONLY: In addition to sending the form to the address in
Auger/fluid rotary
24a above, also submit a copy of this form mithin 30 days of completion of well
12. Well construction method:
construction to the following:
(i e. auger, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: Amount:
Nvell construction to the count, health department of the county where
constructed
Fonn GN' -I North Carolina Department orEnvironment
and Natural Rcsorwces —Division of Water Resources Res iced .august 2013

WELL CONSTRUCTION RECORD
This form can be used lin single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Comparny Name
2. Well Construction Permit #l:
List all opplicoble yell pernim (re i 'nanli•, Stale, Porrmrce, b0rcnon, etc 1
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
Non-11'ater Supply Well:
121Monitonnp ❑Recovery
Injection well:
23
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal 14caun Cooling keturrij
❑Other (ex lain under 421 Remarks
4. Date Well(s) Completed: 4/7/15
well ID# GWA-11 S
Sa. Well Location:
MATERIAL
Duke Energy
19 f'•
Facility/Owner Name
Facility IM (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
Sb. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one tat/long is sufficient)
N N
6. Is (are) the well(s): LaPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or FINo
11 thi, iin Yepair', Yill ovl knmi47 un°1/ ron� Ir•ncnar inlunrrrUinn anal etplain rlre p�nrre of Ihd
repair jailer =21 remarks s;, -lion oe on the back q drts form
S. Number of wells constructed: 1
For rrndriple h jection or non -water supple wells ONLY with the sante construction, you can
subrint one form
9. Total well depth below land surface: 38
For rrrulopla wells list all depths tf dpJererrt (example- 3 eWOO' cold 2:4)100')
10. Static water level below top of casing: 33 (ft)
11'walerlerel u' above easnrg, use "
11. Borehole diameter: 8
12. Well construction method: Auger
(i.e auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
For Imre nal Use ON LI
133 ft. 1 58 ft. I _ Moist
ft. I ft.
15. OUTER CASING ffor multi-nued W ella OR LINER of a "ble
mom TO DJANTEfF.R Tn ICWhTss 11fATF,HIAL
ft. ft. I in.
16. INNER CASING OR TUBING t2caih closed -loo
FROM I TO I DIAMETER Till-FKN s 11:1TERTAL
0 ft. 23 ft. 2 in' Sch. 40 PVC
ft. I ft. in.
38 ft
23
f'•
2 i"' 1
.012 1 Sch.40 PVC
ft. I
ft.
in.
IS, GRUt'T
FROM
TO
MATERIAL
FMPL%CFMENT hiM- 101) & AMOUNT
19 f'•
0
ft. Port/Bent.
Tremie
21 ft.
19
f'• Bent. Chips
Dropped
ft.
ft.
19. Si NDIG HAVEL PACK if a lien Me
FROM
TO
MATERIAL
EMPLACEMENT MEfHO
58 f'
21
f'• #2
Dropped
ft.
I
ft.
20 ft- 40 f' Tan, dense med. sand with clay
40 ft. 60 ft• Tan, very dense med. sand with clay
ft. ft.
ft. ft.
ft. ft.
ftft.
ift. ft.
e
2:P'L'_61nVA6'�=k3
'FJatiun:
CZ 1-"-? 4/20/19
siguai Te Certified Well f muaclw Date
Bp sl�mr us form, 1 he h cer•to, deal the irell(s) was (irere) constructed rn accordance
with15A NCAC 02C 0/00 or 15A NCAC 02C.0200 Well Consiruclion Srandards and that a
copy, of Ihls record has been provided ro the a ell owner.
23. Site diagram or additional is -ell details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of Nvell
construction to the follomrig:
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
24aabove, also submit a copy of this form within 30 days of completion of -'yell
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
well construction to the Count, health department of the count) where
constructed
Form GIA' -I North Carolina Department of Enrironnient and Natural Resources — Division of Nater Resources Res ised August 2013

WELL CONSTRUCTION RECORD
This for m can be used for single of multiple wells
1. Well Contractor Information:
Joshua Ellingworth
For Internal use ONLY:
14, WATER ZONES
FROM
TO
11f _�[1t II'If01
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
ft.
ft.
ft.
ft.
15. OUTER %IN[: ter multi -cased sye[Is f1R LJtiER fsf y lllrable
FHO•'1!
1'C1 I7] 1A1[31CR
i111[-IfNF.Sti 11fATFHIAL
0 ft.
60.0 ft- 6" in.Sch.40
PVC
Compam Name
2. Well Construction Permit #:
List all applicable hell permits (t. r. ('uumy, Slate, I nrmne•e, Injection, etc)
3. Well Use (check well use):
16. INNTR CASING OR TIMING fgenrhtrmal dosed -lean)
FROM TO DIAMETER THICh'NEss M Al Flt1AL
0 tt. 75.0 ft- 5 '"' SCh. 40 PVC
0 tL 106.0 ft. 2 '"' Sch.40 PVC
1' 4(REFN'
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑industrial/Commercial
Irrigation
❑Municipal/Public
❑Residential Water Supply (sin (single)
❑Residential Water Supply (shared)
FROM TO DIAMETER SIOTSIZE 11I1CNNE.SS I MATERIAL
106.0tt' 111.0 ft. 2 in .010" SCh. 40 PVC
f. f. i"•
18. GROUT
FROM TO MATERIAL FMP1_ACEMENr rill T11DD & AMOUNT
0 ft. 102.0 ft, Portland Tremie
Non -Water Supply Well:
OMonitoring
❑Recovery
102.0 1" 104.0 ft- Bentonite Dropped
Injection Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return)
❑Groundwater Remediation
❑Salinity Barrier
❑ Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 421 Remarks)
ft. ft.
19. SAND/GRAVEL PACK if We
P
FROM 10 MATFR1.AI EML_A(TMEN7ME-rlIOD
tt• tt•
104.0 125.0 #2 Sand DroppedStormwater
ft. fr.
20. DRILLING I.06 lattath additional sheets if neeeafa
FROM TO
DFSCRIP•I'lOti lcolor. hmduess. scd Pr"rk Fypr, gimin size. etc.
0 tt• 60.0 tt•
Brown Moist Med./ Stiff Clay with Silt
4/27/15 GWA-12BR
4. Date Well(s) Completed: Well ID#
5a. Well Location:
Duke Energy
Facility/Owner Name Facility 1D4 (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
60.0 tt• 125.0 ft•
Grey Dense Bedrock
ft. it.
rr. rr.
ft. ft.
Physical Address, City, and Zip
Stokes
County Parcel Identification No. (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat'long is sufficient)
N v1'
21. REMARKS
22. Crr f ation.
�7r],
_�� Y] 1 r7 5/15/15
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or [7)No
117/ris is a repair, fill ota knnnw well construcnoo iolorinatiwt and erploin the nature n1-ihe
repair under =21 rentarkv section or on the back a1 dris form.
8. Number of wells constructed: 1
1 -'or multiple nVection or non -crater supply wells ONLY with the same construction, you can
submit one Jorin.
9. Total well depth below land surface: 111.0 (ft.)
1•1ar multiple wells list all depilis tf(hfferent (example. -.3 i200' and 2a 100')
10. Static water level below top of casing:....._.. (ft.)
//water level is above casing, irs'e " "
11. Borehole diameter: 8.0/6.0/5.0
(in.)
12. Yell construction method: Auger, Coring, Fluid Rotary
(i a auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
Sigllaturt: v edified NJor
tlnh'900l' Date
�y Yfgnt Nt Joan, Iy c•erit(y that the well(s) was (here) constructed in accordance
with 15A A ,{C' 02c- .I] I5A NCAC 02C.0200 Well Cointruction Stanclarcls' and that a
copy ol'this record has been provided to the well miner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details of well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 daysofcompletion of
well construction to the county health department of the county where
constructed.
Form GW -I North Carolina Department of ri ironutent and Natural Resources- Division of Water Resources Res ised August 2013

WELL CONSTRUCTION RECORD
'l -Ins fol m can be used for single or multiple wells
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544
NC Well Contractor Certification Number
Parratt-Wolff, Inc
Company Name
2. Well Construction Permit #:
List all applicohle well permits 0,r ( owitp, Stair, 1 nrmnre, Inlernon, etc,)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Ind ustrial/Commercial ❑Residential Water Supply (shared)
Non -Water Supply Well:
0Monitorin2 r-1 R ecnvery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (.HeattnglCooling Return)
4. Date Well(s) Completed: 4/23/15
5a. Well Location:
Duke Energy
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
El Subsidence Control
❑ Tracer
❑Other (e".lnut under 421 Remarks)
Well ID# GWA-12D
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
Fa Intel tial [I c OP: t 1 .
M WATER 7.ONF�S
131 f[. 174 a. I Moist
ft. I ft.
10 f[• 159 ft. 16" In- I Sch. 40 1 PVC
10 ft- 163 ft. 12 In' 1 SCh. 40 1 PVC
ft. I ft. I In. IT'
68 f[ 63 ff 2 in' 1 .012 Sch.40 PVC
fi. I in.
18. GROUT
FROM TO MATERIAL MPLACEME\T AIMTOD & AMOLT'r
56 n. 0 ft. PorUBent. Tremie
61 ft. 56 fr. Bent. Chips Dropped
ft. ft.
72
ft-
61
fr•
#2 Dropped
ft.
ft.
20. n8it.l.Ir. G LOG attachaddiflueals6eetsifinectma
FROM
TO
DESCRIPTIO\ enlnr, Imrdn—.,4Vrurh ry r, grain si.
0
f[•
35
ft•
Gray/brown dense sitly m. sand
35
ft.
72
ft.
Brown weathered rock
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
County ParcelldentificationNo (PIN) F
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22 C
(ifwell field, one lat/long is sufficient)
N
N1'
6. Is (are) the well(s): 101'ermanent or ❑Temporary
7. Is this a repair to an existing well: ❑Yes or [71No
1f rhls is a repair, fill out known it ell conslrucnon n formation and explain dm naturr of thr
repair (order 21 remarks secnan or rnr the bath o Ibis %ornrr.
8. Number of wells constructed: 1
For nrulitple hrjecrion or non -mater supple wells ONLY math the sante construction, you can
submit ore form.
9. Total well depth below land surface: 68 (ft-)
For multiple melts list all depth, ifdi/ferenl (example- 31(1100' and 2 t,P100')
10. Static water level below top of casing: 31
lerel ns above casing, use "-
11. Borehole diameter: 10/6 (in )
12. Well construction method: Auger fluid rotary
(i.e, auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test.
13b. Disinfection type: _ Amount: W
4/28/19
.....s r i", llris joint, 1 r •he rern6, that the well(s) was (here) Constructed in accorclmrce
,rid{ 15A r.Af' 02C .4 O or 15A NC'AC 02C,0200 Well Construction Standard, anal that a
copy q% this recorol has been prowded to the it all owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or ceell
construction details, You may also attach additional pages ifnecessary,
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 Infection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Su IN, & Injection Wells:
.Also submit one copy of this form within 30 days of completion of
well construction to the count, health department of the count) where
consti ucted
Form GW -I North Carolina Department of Environment and Natural Resources — Division of Nater Resources Revised ?august 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
List all applicable well pernu[s (i.e. County, Stale, I ariance, Injection, e1c.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Cominercial ❑Residential Water Supply (shared)
Non -Yater Supply Well:
❑r Monitoring ❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Rent
❑Groundw'ater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Trace r
❑Other (explain under #21 Remarks
4. Date Well(s) Completed: 4/14/15 Well ID# GWA-12S
5a. Well Location:
Facility/Owner Name
Physical Address, City, and Zip
County
Facility ID4 (ifapplicable)
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ife ell field, one lit/long is sufficient)
W
6. Is (are) the well(s): OPermanent or ❑Temporary
H'
7. Is this a repair to an existing well: ❑Yes or ONo
lJ
this is a repair, fill out known well construction in/armatnan and explain the nature of the
repair under -21 remarks section or on the back a/ this fibrin.
S. Number ofwells constructed: 1
bor muhlple injection or noir-water supply wells ONLY with the ,came construetion, o u can
suhmil one Jornn-
For Internal Use ONLY
14. WATER ZONES
FROM TO
DESCRIPTION
ft.
ft.
No Sign of Water
ft.
ft.
15. 01:71FF:R CASING (for rnulti-cued weRsy OT1-1 FRS a linM1Th.►lTe
TO
FRI,tiIF,iom
bl IltiiN
ft.
ft.
in.
Ib. INNER 'ANI G OR71181NG cwhermal clwed4nap)
FROM 't'tl
DI.►Mt:TER THR:UNFSS mWERI.AL
0 Ft. 40
ft.
in.
in.
17. SCREEN
FROM TO
.DIAMETER
SLOT SIZE THICKNF_CC MATFRIAI-
40 "- 55
ft.
in.
ft.
ft.
in.
18. GROUT
FRO1%I 9'n
MATERIAL EMPLACEMENT METHOD & AMOUNT
0 f` 35
f`
Portland Tremied
35 ft• 38
fl-
Bentonite Dropped
ft.
R.
19. SANDIGRA4El_ PACK if ■ liraWe
FROM TO
MATFRIaI FMrI.-U FNIFNT ►tFTH4D
38 r` 57
f`
#2 Sand Dropped
211. DRILLING LOG lattoch nddirlonn) sheers if necessary)
FROM TO
D1;tiCIil Pril3N color. hncdnean, eoilrrur t: tr a zirs.aixe. rtel
0 fit- 57
fr
Brown Moist Med./Stiff Clay with Silt
ft,
ft.
Brown Moist Wet./Stiff Clay with Silt
ft.
ft.
ft.
ft.
ft.
fr.
ft.
R.
ft.
rt.
21. REMARKS
18.115
Signa ure C rrtilierl IS'rZ
cxtwactur Date
ljv cl),+nrll Ibis /bon, / hv certi/i, Thal the we/l(s) was (were) eanstracled in accordance
with 15A NCA' 02C .0100 or /5A N('AC IL(' -02011 Well Comirac•tion Standards and that a
copy o/ this record has been provided to the well turner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details of well
construction details. You may also attach additional pages if necessary
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 55 (fL) 24a. For All Wells: Submit this form within 30 days of completion of well
h'or nmli ple sells list till depths if threw (example- 3(a)200"1114120( L 100')
construction to the following
10. Static water level below top of casing:
//'water level is above casing, use ^...
11. Borehole diameter: 8
12. NVell construction method: Auger
(i a auger, rotary, cable, direct push, etc )
(i n.)
(ft.) Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection 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
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days ofcompletion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed
Form GW -I North Carolina Department of Environment and Natural Resoui ces — Division of Water Resources Res ised August 2013

WELL CONSTRUCTION RECORD
This ibi in can be used for single or multiple is el is
1. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
List all appheahle irell pernuu (r e Coma.1, Sole, I onlince, Grjecnan, etc )
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothennal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non-11'ater Supply Well:
[?]Monitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑ Tracer
❑Geothermal I I lcaungl['tmling Retum) ❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 6/12/15 Well ID# GWA-16D
Sa. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifN%,ell field, one [at/long is sufficient)
N v1'
6. is (are) the well(s): OPermanent or ❑Temporary
7, Is this a repair to an existing well: 01'es or KINo
/l
this is a repair, /ill oar know n u ell rrnrstnlctinn m/ilramllon and explain die itamre of tri°
repair under 21 1 enrarkv veetion or on rhe hack a/tlrnv fin -in
S. Number of wells constructed: 1
For multiple injection or non -crater supply nrlls ONLY with the same construction, you can
submit one %arm.
9. Total well depth below land surface: 63.0 (ft,)
For multiple rwells list all depths i thtlerent (example- 3((-1)200, mrd 2�r110%1')
10. Static water level below top of casing: (ft.)
1/ miler level is above easing, use " "
11. Borehole diameter: 8.0/6.0 (in.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i.e. auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) _ Method of test:
13b. Disinfection type: _.. .amount:
Foi Internal Use ONL)':
ft. ft.
ft. R.
0 ft.
154.0
ft• 1
6" in•
I SCh. 40
PVC
UL INNER CASrMKG OR G tolhmmitil elosed4oa
FROM
TO
DI.A111FTER
THICKNESS wvl1:H A.
0 ft•
58.0
ft.
2 in.
Sch.40 PVC
ft.
ft.
in.
17. SCREEN
FROM
TO
DIAMETER SLOTSIZE
THICKNESS MATERIA
58.0 ft' 63.0 ft'
2
in. .010"
Sch.40 PVC
ft.
ft,
in.
I& GROI"C
FROM
-rO
MATERIAL
La1PIaCEntEM1TMh1ttOD&AMOt
0 ft'
54.0
ft.
Portland
Tremie
54.0 ft.
56.0
ft.
Bentonite
Dropped
ft.
ft.
156.0 ft• 169.0 ft- I #2 Sand Dropped
I ft. I ft.
0 ft. 54.0 ft. Brown Moist Med./ Stiff Clay with Silt
54.0 fl- 69.0 ft. Grey Dense Bedrock
ft. ft.
ft. ft.
................
ft. ft.
ft• ft.
ft, ft.
21. REMARKS
22. C tint ation:
f/ t '7Fr ' 6/15/15
Signature: f -Certified f";", mnsctor Date
/31' ,viglir this fbrtn, cerci& Thal the ivell(s) leas (were) constructed is accordanve
irillr 1i, WAC 01C . 15A NCAC 02C. 0200 Nell Construclunr Standards and that a
copy o/ tris record has been provided in the n ell owner.
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 additional pages ifnecessary-
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form Within 30 days of completion of well
construction to the following:
Division ofWater 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 daysofcompletionof
well construction to the count, health department of' the county where
constructed.
Form GW -I North Carolina Department of Environment and Natural Resources- Disision of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
I. Well Contractor Information:
BRIAN THOMAS
Well Contractor Name
A-2581
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit 0:
List all applicable well construction pernrirs (l. e, Counry, Slate, ilariance, eta)
3. Well Use (check well use):
Water Supply Wit] I-
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑1mizalion
Non-Waler Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatin Cooltn
4. Dale Well(s) Completed:
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
under Ill 1
03/17/17 Wen LDa GWA-16DA
Sa. Well Location:
BEL.EWS CREEK STEAM STATION
Fncility/Owner Name Facility IDN (ifopplicable)
3195 PINE HALL ROAD BELEWS CREEK 27009
Physical Address, City, and Zip
STOKES
Countv
Parcel Identification No (PIN)
Sb. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
01 -well field, one let/long is sufficient)
360 17'29.14" N 800 04'55.73" W
6. Is (are) the well(s): I01permanent or ❑Temporary
7. Is this a repair to an existing well: ❑l'es or EINo
Ifilis is a repair, fill out known well construction hJbrntarion and explain the nature ofthe
repair under #21 rennarks section or on the back oJ'thir firm.
1
For Internal Use ONLY
14, WAT R ZONES
FROM TO av3CRIPTION
n. rt.
rt, rr,
lis. UUTER CAS1Nr; rormulll�asrd wells Ok L[NER ira 1{cah[a
F80ht TO 111 M11ZER THlCICNFS5 MA ..I.
0.0 r' 45.0 r' 5.0 i'" I SCH 40 PVC
16. INNER CASING OR TURING iffro the rcnal closed -tap
FROM TD PiLkMETER THICUI4M MATTRIAl.
0.0 r' 52.0 r' 2.0 la SCH 40 PVC
ft. ft. la
17. SCREEN
FROM TO zmAMETER SLOTSIZZ 1111CXNiSS MATERIAL
52.0 r' 57.0 r' 2.0 "L .010 SCH 40 PVC"
rl. rr. is
13. GROUT
FROM To MATERIAL EIv1PLACimwrmLrniou d AMOUNT
0.0 f1• 42.0 ft' soman "am"ms SLURRY
0.0 r'• 45.0 I'l• mmumaoaowrE SLURRY
rt. rt.
19. SANDICRA►rEL PACK irn licublr
FROM I TO I MATERIAL EMrLACL'MFNTMMOn
50.0 r'• 57.0 r'• 20-40 FINE SILICA SAND
ft. re.
20. DRILLING LOC (a It itddinnnal sheen if necetaa
FROM TO DESCRlPTI4fY tvlvr hrrdnnr. rot Vrurk rakn rixe, rlr.
0.0 r' 11.0 r'• RED SILTY CLAY
11.0 r' 17.0 r'• BROWN SILTY SAND
17.0 r' 31.0 r' TAN SILTY SAND
31.0 r' 45.0 " PWR
45.0 r'• 58.0 r'• ROCK
ft. fl.
rt. u.
21. REMARK$
BENTONITE SEAL FROM 42.0 TO 50.0 FEET
"U -PACK SCREEN"
22. Certification:
6VI.- 03/29/17
s4pware orcertifted Well Contractor Date
by signing this form, I hereby certify that the ovil(.t) war (were) conrtntcted in accordance
wirh ISA NCAC 02C.0100 or ISA NC.4C 02C.0200 Well Cona1ruc0on Standards and ilial a
corp 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
8. Number of wells constructed: construction details. You may also attach additional pages if necessary.
For muhlple inn/'actio or nor -water supply wells ONLY with the same construction, you can
subnrironeform. SUBMITTAL INSTUCTIONS
9. Total well depth below land surface- 57.0 (ft.)
For nmhiple wells list all depths f different (example- 3@ 20' and 2@100')
10. Static water level below top of casing: 42.0 (ft.)
IJ'waier level is abore caving, use "+"
11. Borehole diameter: 10.0 (€n.)
12, Well construction method: AUGER
(i.e auger, rotary, cable, duect push, etc.) _T
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division or Wafer Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. f'or In tclion Wells: In addition to sending the form to the address in 24n
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: - 24c. Ev Oilier Supply ctr Inieclioa lycnst in addition to sending the form to
the addresses) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW -I North Carolina Department of Environment and Natural Resources - Division of Water Qtmlity Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used fm single of multiple sells
1. Well Contractor Information:
Joshua Ellingworth
Foi Inlemal Use ONLY:
Well Contractor Name ft. ft.
3544-A ft, ft.
NC Well Contractor Certification Number 15.OUTFR CASING frog
!•RnM Tn
Parratt-Wolff, Inc.
Company Nance
2. Well Construction Permit #:
I -m all applicable c ell perrrrtis oX, ('uany, Stole, Ibriance, Injection, etc)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑ Ind ustrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
LaMonitoring ❑Recovery
❑Aquifer Recharge
[]Groundwater Remediation
❑Aquifer Storage and Recovery
❑ Sal intry Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
copy of this record Ira- been provided to the well owner
in.
10 "' 129.0 fL 12 in. I Sch. 40 I PVC
rt. rt. n.
i
FROM TO DIAMEIER SLOTSIZE THICKNESS MATERUL
29.0 fL 44.0 f` 2 .010" Sch.40 PVC
er. ft. in.
0 f`•
25.0
f`•
Portland Tremie
25.0 ft.
27.0
f`•
Bentonite Dropped
rr.
will I5A NCAC 02C .0100 or 15A AVAC 02C,0200 Well Consmuction Suamlarch and that a
fr.
copy of this record Ira- been provided to the well owner
19. SAND/GRAVEL PACK (if applicable)
FROM
TO
23. Site diagram or additional well details:
MATERIAL. EAIPLACEAIFA1 N11:11lOD
27.0 ft-
47.0
f`•
#2 Sand Dropped
ft.
.crthma one lbrrn.
ft.
44.0
❑Other (explain under #21 Remarks) I 0
4. Date Well(s) Completed: 6/10/15 Well ID# GWA-16S
5a. Well Location:
Duke Energy
Facility/Owner Name Facility IDN (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat/long is sufficient)
ft. 47.0 ft. Brown Moist Med./ Stiff Clay with Silt
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
22. Cirti0cation:
N
6/15/15
fI'crSitics�ll' 11 Contractor Date
ts
6. Is (are) the well(s): ©Permanent or ❑TemporaryBj
this Jirrnr, end?I certi& that the mel/(r) u -as (were) come'tructed in accordance
will I5A NCAC 02C .0100 or 15A AVAC 02C,0200 Well Consmuction Suamlarch and that a
7. Is this a repair to an existing well: ❑l'e.s or I7INo
copy of this record Ira- been provided to the well owner
11 this is a repair, fill oat knou7n a ell conorucram mforrnaliun and cxplam the nature of lhr
repair under : 21 remarks section or aur tire hack of this form:
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed:
construction details. You may also attach additional pages if necessary,
For multiple injection or non -realer supply wells OATY frilly the same construction, you carr
.crthma one lbrrn.
SUBMITTAL INSTUCTIONS
44.0
9. Total well depth below land surface: (ft.)
24a. For All Wells: Submit this form within 30 days of completion of well
Mir nm/tple uel/s /a/ all depths i/ thtlerent (example- 3 _'00' and 2 tt loo')
construction to the fol lowing:
10. Static water level below top of casing: (ft•)
Division of Water Resources, Information Processing Unit,
Il aaa•rlevel is abore casing, me "
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 8.0 (iu.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method:.
construction to the following:
(i.e augei, rotary, cable, direct push, etc.)
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 1li9ail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: ,amount:
well construction to the count)' health department of the count)' where
constructed,
Fmm GW -I North Caro Ima Department of Environment and
N'atwaI Resomces - Division of Nater Resources Ret ised August 2013

WELL CONSTRUCTION RECORD
This loan can be used for single of multiple Nsells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit 9:
List all applicable well permas O,e ('Nonni Stale, Variame, Inieclion, etc-)
3. Well Use (check well use):
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
Non-NA'ater Supply Well;
(AMonitoring ❑Recovery I
Inlrcnmt 11 ell;
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑ Aquifer Test
❑ Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothemtal Ileating/C.00hriu Retuml
❑Other .rx Iain under 421 Remarks)
4. Date Well(s) Completed: 4/1 5 Well ID# GWA-17D
5a. Well Location:
Duke Energy
Facility/Owner Name Facility IM (if applicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell field, one lat'long is sufficient)
N
6. is (are) the well(s): ZPermanent or ❑Temporary
M'
7. Is this a repair to an existing well: 07'es or ZlNo
11 dris is a repair, lill oul knoirn well construction inlbrnatwn and explain the nature a(the
repair under -2I rcma•kssecnon at- wr the back of -this /aria,
S. Number of wells constructed: 1
hor nuhiple hyectiorr or non-n•aler supply wells ONLY will the sante eonsiruction, you can
suhnll ow.lorn.
9. Total well depth below land surface: 55.0 (ft,)
Vor mnlliple hells list all depths 7Ldillerent (example- 3(r_t)200' and hall00')
10. Static water level below top of casing:
l/ waler lore/ is ahove rasing, use
11. Borehole diameter: 8.0 (in.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i c auger, rotary, cable, direct push, etc )
(ft.)
Foi Internal Use ONLY -
14. WATER ZONES
FROM TO
ISFS[-Rilrl F03
ft.
ft.
ft.
ft.
15. OUTER CASING for mult!-rased we[Is R OLINER Ira licatI&
FRO 7O
fII.kM FTER TFFICK"rm
11,11.11.1L0
"f`40.5
ft•
5" in SCh. 40
PVC
16. INNER CASING OR TUBING (eothermal closed400
FROM TO
DIAMETER THICKNESS M.ATERTAL
0 ft' 50.0
ft.
2 '"' SCh. 40 PVC
ft.
ft.
In.
17. SCREEN
FROM TO
OIAMFTER SLOT SIZE TH1CK\F-';,S MATERIAL
50.0 ft' 55.0 ft.
2
in. .010" SCh. 40 PVC
ft. ft.
18, GROI
FROM TO
MATTIUAL F:MPt_ACEMEYI' MFTIIOl151 AMOUNT
0 ft. 46.0
ft.
Portland Tremie
46.0 ft• 48.0
ft.
Bentonite Dropped
fr.
R.
19.4ANIMFLA NT1-PAC iC(tra Iieabiel
FItYr N1 TO
MATF.RIA1-
FM 12 aC EM ENT N rMOD
48.0 ft. 57.0
It -1
#2 Sand
Dropped
ft.
ft.
20. DRILLING LOG (attach additional sheets ifnecess )
FROM TO
DESCRIVI ION pular. tuud., a. x ll4nrh tv m grain sin. etc.)
0 ft. 9.0
ft.
Brown Moist Med./ Stiff Clay with Silt
9.0 ft. 49.0
ft.
Brown Wet Med./ Stiff Clay with Silt
49.0 ft. 64.0
ft.
Grey Dense Bedrock
ft.
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. REMARKS
-f
22. (. ti cation:
CALI
Al�/15
Sig[rnmrc of erifiod N'e11 i;o racsnr .. - z
BY -ti f r� d 's finny, I Ile 1 ertlf' that die well(s) was (were) constructed in accordance
r'i'll I -m at' 02C-0100 or 15.4 AY 'AC 02C-0200 Well Construction Standards and that a
ropy of this record has heen 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 of well
construction details You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Ser -vice Center, Raleigh, NC 27699-1617
24b. For lniection Wells ONLY: In addition to sending the form to the address in
24a above, also submit a copy of this form Nvithin 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
13a. Yield (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days ofconipletion of
13b. Disinfection type: Amount: well construction to the county health department of the county where
�- constructed
Fen in GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 2013

WELL CONSTRUCTION RECORD
This foi m can be used for single of multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
List all applicable well permits (i.e. Coun0l, S'roe, Variance, Injection, etc.)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irrigation
FRD4a
Non -Water Supply Well:
I 11FANIFF-FR
OMonitoring
❑Recovery
Injection Welh
ft. in.
El Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
LI Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
L1 Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothennal (Hearin Cooling Return)
❑Other (ex plain under 421 !remark;
4. Date Well(s) Completed: 6/9/15
Well ID# GWA-1 7S
5a. Well Location:
Duke Energy
FROM TO
Facility/Owner Name
Facility IDN (ifapplicable)
3195 Pine Hall Rd. Walnut
Cove, NC 27009
Physical Address, City, and Zip
Stokes
County Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N V1'
6. Is (are) the well(s): ©Permanent or ❑Temporary
7. Is this a repair to an existing well: ❑l"es or ONo
l/ this is a repair, /ill oat known well consirucitoo lnlornraimn and erplan the nature of the
repair under =21 remarks .section or on the back ul this loan,
8. Number ofwells constructed: 1
]-,or nndliple hyection or nor -water supple wells ONLY with the same construction, you can
submit one lornr,
9. Total well depth below land surface: 40'0 tfG)
h'or wultiple wells list all deptts it ch#6-enl (example- 3 a 260' and 26-HO(r)
10. Static water level below, top of casing: 30'0 (ft.)
it water level is above easing, use " "
11. Borehole diameter: 8.0 ..(in.)
12. Well construction method: Auger
(i.e auger, ro(arv, cable, direct push, etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
Fur Internal Use ON LI'
30.0 ft- 40.0
ft.
Wet
ft.
ft.
15. OUTER (.ASIiVG Ifur multi -cased well.! OR LINER if r ll"ble
FRD4a
TO
I 11FANIFF-FR
I 'rim Kxrss sIXI FRIAL
ft.
ft. in.
16, ITiNER CASING OR TLtRING eothermai rkweddun
FROM 'Fri
D1AMFTER
Ti1ICKNESS
MATERIAL
0 ft' 25.0
ft- 2 in.
Sch.40
PVC
ft.
ft. in.
17. SCREEN
FROM TO
DIAMETER SLOTSIZE FIIICKNES5 MATERIAL
25.0 ft. 40.0 ft'
2 "' .010"
Sch.40 PVC
ft. ft.
in.
1S. GROUT
FROM TO
MATERIAL.
EMPLACEMENT IHETIIOD & A',IOI)M
0 ft. 21,5
ft. Portland
Tremie
21.5 ft- 1 23.5
ft. Bentonite
Dropped
ft. I
ft.
123.5 ft. 141.5 ft. #2 Sand Dropped
I ft. I ft.
0 fl- 40.5 ft. Brown Moist Med./ Stiff Clay with Silt
40.5 ft. 43.0 ft- Brown Wet Med./ Stiff Clay with Silt
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
22. Ce ' lealion:
6/15/15
Signature 't Crtnccd w.lI '..tractor Date
By .r urng !Iris form, / (l1.r hr ceriilj, that the vel/(s) ons (were) constructed in accordance
with IS r'A(' 02(' .+1I rr ISA ,4'('A(' 02(' 0200 Well Construction 5'lotda'ds and that a
cops' o% This rec ord 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 of well
construction details You may also attach additional pages if necessary -
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following
Division of Wafer Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection 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,
1636 mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection 11 ells:
Also submit one copy of this form within 30 days ofcompletionof
well construction to the county health department of the county where
constructed
Forst GW -I North Carolina Department of Environment and Natural Resources -Division of Watei Resources Revised August 2013

WELL CONSTRUCTION RECORD
This form can be used Ioi sin -0c m multiple Ns ells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit 4:
List all applicahle well penmts (i.e. ( •ounlr, Sale, 14rnance, Injection, ele-)
3. Well Use (check well use):
Water Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑Irri ation
Non -Water Supply Well:
❑O Monitoring
lujrvtion Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothemtal (Closed Loop)
❑Geothermal (Hrating,/Coolink Retuml
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Is
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other(e;plainunder #21 Remarks'
4. Date Well(s) Completed: 5/1/15 Well ID# GWA-200BR
5a. Well Location:
Duke Energy
Facility/Owner Name Facility IDI! (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Par cel Identification No (PTN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifivell field, one lat'long is sufficient)
N W
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: 01'es or ❑No
if This n' a repair, fill ort known a ell c olrsu•ucnon information and explain the nature of the
repair miner• -2/ remarks srcnan rn• nn fire hack of fins fin.m.
8. Number of wells constructed: 1
For wrdliple injection or non -water ire/Is ONLY with fire sante construction, you can
submil one loan.
9. Total well depth below land surface: 50.0 ift j
/•'or ntulliple u -ells list all rleplhly ifrliflerent (example- 3((1)200' and 2(,:1)100,)
10. Static water level below top of casing: 1.7 (ft.)
11 baler level is above casing, use " •'
8 016 015 0
Foi Internal Use ONLY -
14, WATER ZONES
FROM TO
DEtiCRII'Ii[]ti
0 fr. 1.7
fr.
Wet
ft.
ft.
15. OUTER CASING ifor mut&rased wells OR LINER if>E Iicab1
FROM
TOl
DIAMETER THICKNESS '111'1-FHI.►I_
0 ft•
12.3
ft -_I
6" in Sch.40 PVC
16. INNER CASUING OR TITIIWG laeothernial closed -limn
FROM TO
I
DFAMFTER I THICKNESS %TATFRIAL
0 ft' 32.5
ft'
5 " I Sch. 40 PVC
0 ft' 45.0
ft-
2 in. Sch.40 1 PVC
17. SCREEN
FROM
'W
WAIIFIFFR SLO•I'SLM THICKNTSS MATERIAL
45.0 ft'
50.0 ft.
2
in. .010" Sch.40 PVC
ff.
ft.
in.
IS. GROUT
FROM TO
MATI:RL►L Fh11'L►Cyt."MENTA1CTfiOD&AMOUNT
0 f`' 41.0
ft-
Portland Tremie
41.0 ft, 43.0
ft.
Bentonite Dropped
ft.
ff.
19. SAND/GRA► t1_ FA t IC tf applicable)
FROM TO
MATERIAL
"t"TENT AETIIOD
43.0 f`• 50.5
ft•
#2 Sand
Dropped
ft.
ft.
20. DRILLING LOG (atmrhaddi'tione sheets if necrman
FROM TO
DFS"FFTI qN Icoto r, h ardna% rat Ilia vlk t urn axe elr.
0 ft- 12.0
ft•
Brown Moist Med./ Stiff Clay with Silt
12.0 ft- 50.0
f-
Grey Dense Bedrock
ft,
ft.
ft.
ff.
It.
ft.
ft.
ft.
ft.
ft.
. 21. REM ARKS
Artesian Well
22.0 fichion:
Signatme of 'cttiried WeT n1raCtot Date
B)' wig) 'rx fh lornr. I I -Feb Lem& that the ueh/("v) ryas (were) conslrucled ur accordance
with I iA , .4( ' 02C 010l or I5A HVAC 02C.0200 Well Conviruction Standards and that a
copy o/ duv record hav 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 of well
construction details You may also attach additional pages if necessary"
SUBMITTAL IN'STUCTIONS
24a. For All Wells: 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
11. Borehole diameter: (in.) 24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger, Coring,Fluid Rota
24a above, also submit a copy of this form wthin 30 days of completion of Nvell
12. Well construction method: gRotary construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield(gp m) Method of test: 24c. For Water Supply I & Injection Wells:
Also submit one copy of this form within 30 daysofcompletionof
13b. Disinfection type: Amount: well construction to the county health department of the county where
constructed.
For in GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Res ised August 2013

WELL CONSTRUCTION RECORD
This form can be used lilt single of multiple wells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
191.5
3544-A
❑Groundwater Remediation
NC Well Contractor Certification Number
❑Salinity Barrier
Parratt-Wolff, Inc.
❑Stormwater Drainage
Compam Name
❑Subsidence Control
2. Well Construction Permit #:
❑Tracer
Lnl all applicable n ell permin (I.e. CouniX Slate, Iananc-e, hyeclion, etc.)
3. Well Use (check well use):
4. Date Well(s) Completed: 3/21/15
Water Supply Well:
Sa. Well Location:
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
Non -Water Supply Well:
Injection "ell:
191.5
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 3/21/15
Well [DH GWA-202BR
Sa. Well Location:
EMILA(T-MF34-r\1FTFIOD
Duke Energy
130.5
Facility/Owner Name
Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut
Cove, NC 27009
For Internal Use ONLY!
ft. I ft.
ft. I ft.
10 ft. 181.0 ft. 16" 1i • 1 Sch. 40 1 PVC
FROM Tn I:
0 ft. 98.0 ft. 2
ft. ft.
17, SCREEN
FROM TO DIM
98.0 ft• 103.0 ft' 2
ft. rt.
IS. GROUT
n.
Sch. 40 1 PVC
010" 1 Sch.40 I PVC
0 ft'
191.5
ft'
Portland I Tremie
91.5 ft.
95.5
ft.
Bentonite Dropped
ft.
ft.
19, SANDIGRAVEL PAC14 If ■ licablc
FROM
TO
I MATEWAL
EMILA(T-MF34-r\1FTFIOD
95.5 ft.
130.5
ft-
#2 Sand
Dropped
ft.
ft.
0 ft- 81 ft. Brown Moist Med./ Stiff Clay with Silt
81 ft. 130.5 ft. Grey Dense Bedrock
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
Physical Address, City, and Zip
21. REMARKS
Stokes
County Paicel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees: 22 Ceation-
(ifwell field one lat'long is sufficient) ,-1_ ,
N 4/15/15
6. Is (are) the well(s): OPermanent or ❑Temporary
7. Is this a repair to an existing well: ❑l es or ElNo
11 -flus is a repair, /ill nal knouvi well cansn•ucnc n in/arnranorr and erplaia the narnre of lire
repair ander =' 21 remarks seelion or on the hack o% tha form
8. Number of wells constructed: 1
],'or nntrlple it jeelion or non -realer supply ii -ells ONL P with the satire construction, you can
submit one jornl.
9. Total well depth below land surface: 103 (ft.)
l -'or multiple wells list all deplhv if diflerent (example- 3 a)200' mnl2(rt I00')
10. Static water level below top of casing: (ft.)
If haler level iv above caning, ase "
11. Borehole diameter: 8.06.0 n.)
12. Well construction method: Auger, Coring, Fluid Rotary
(i a auger, rotary, cable, direct push, etc )
FOR WATER SUPPLY WELLS ONLY:
13a. field (gpm) Method of test:
13b. Disinfection type:. _ Amount:
Siena off enifcr(ISelf f'rmtr,rct.?� Date
Hl, v rg this %c rnr,, +rIVI• t cern(.' that llie ire//(ty ansa(irere) ronsrrurled in accordance
with 15A A'('AC 02('.0/00 or 15.4 AVAC (12('.0200 N eA Conorucnon Standards and that a
cu/ r 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
construction details You may also attach additional pages if necessaq,.
SUBMITTAL INSTUCTIONS
24a. For All Wells: 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 lniection 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,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Nater Supply & Injection Wells:
Also submit one copy of this form within 30 daysofcompletion of
well construction to the county health department of the county where
constructed
Form GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resouices Revised August 2013

WELL CONSTRUCTION RECORD
This Int in can be used for single of multiple %%ells
I. Well Contractor Information:
Joshua Ellingworth
Well Contractor Name
3544-A
NC Well Contractor Certification Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #;
1 ist all applicable yell permits p c Comnlll, Stale, I arimnce, lmlectlon, etc )
3. 'Pell Use (check well use):
Water supply Vi ell:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑industrial/Commercial
❑ Irrigation
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
Non-NA'ater Supply Well:
M Monitoring ❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
MEx,perimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (11catmnfCrsnhrte Return
❑Groundwater Remediation
❑Salinity Barrier
MStormwater Drainage
LI Subsidence Control
❑ Tracer
❑Other [explain under 421 Remarks
4. Date Well(s) Completed: 3/26/15 Well IDs GWA-203BR
Sa. Well Location:
Duke Energy
Facility/Owner Name Facility ID# (ifapplicable)
3195 Pine Hall Rd. Walnut Cove, NC 27009
Physical Address, City, and Zip
Stokes
County
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one lat'long is sufficient)
N
6. Is (are) the well(s): OPermanent or ❑Temporary
NV
7. Is this a repair to an existing well: ❑Yes or [71No
/lIhls is a repair, fill out known well convirm tion ialormaNan and explain the nantre o_/ the
repair under : 21 rcimm•ks .section or on the hack o/ thacJornt.
S. Number of wells constructed: 1
For multiple injection or non-water.supplm, wells ONLY with the sante construction, you ran
suhmnt one form,
9. Total well depth below land surface: 99.0
1•'ar multiple wells list all depdry t/•dtilerent (example- 3(x1200' and 2a 100')
10. Static water level below top of casing-,
ll water ler el is ahnre casiag, use - "
8 0/6 r)
[oi.internal Use ONLY
14, WA'F'ER ZONES
FROM TO
17F.SCRIVI IU -N
f[.
ft.
rr.
ft.
1$, OIFMR CASING ffor multi -cased wells OR LINER if a Firtthie
`Ii,OI:RIAL
FROM TO
tt1 01FIT R TRIi'Kit;55
0 it• 70.0
ft.
6" I" Sch.40
PVC
16. INNER CASING OR TUBING e"fhermal clmvl4cialip
FROM TO
rJULUFTFR THICKNESS MATFR1AL
0 ft' 94.0
ft.
2 in. Sch.40 PVC
ft.
fr.
in.
17. SCREEN
FROM TO
DIAMFTFR -A OT SIZF 1111CKNESS MATE [AL
94.0 iL 99.0 ft•
2
In. .010" Sc 40 PVC
rr. rt.
in.
IL GROUT
FROM TO
MATERIAL EMPi_ACF\IEhT V IATIOD&AMOUNT
0 it. 90.0
fl-
Portland Tremie
90.0 ft. 92.0
fl-
Bentonite Dropped
ft.
ft.
IR. SANDIGRAVEL PACK cif ■ ieable)
FROM 10
NtATFRt.11 entrL,MrFMIF� rMETFran
92.0 it• 120.5
ft.
#2 Sand Dropped
ft.
ft.
20. DRILLING LOG tkftsch
Additional sheen if needs+a
FROM TO
DEtiCRI PTI ON tcolw. 1wrrinrns. [ni hrock jlype. ktkain mite, err.
0 ft- 70.0
ft-
Brown Moist Med./ Stiff Clay with Silt
70.0 fl- 120.5
ft.
Grey Dense Bedrock
ft.
ft.
ft,
ft.
ft.
ft.
ft.
ft.
ft.
ft.
21. RE11L4RKS
4Cr'linR:?4? 4/15/15
rtil3ed'mrtenrlii
C tlLLtlfiyr Date
larm, I cerlifj, that the well(.%) was (mere) constructed in accordance
with 15A AVA' 02C,0100 or 15A HVAC 02C.0200 Well t omerucliatr Slaudards and that a
Capp a1-tlnts 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 of well
construction details You may also attach additional pages if necessary
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the fol lowing
(ft.) Division ofWater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: (in.) 24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger, Coring, Fluid Rotary 24aabove, also submit a copy of this form within 30 days of completion of well
12. Well construction method: construction to the following:
(i e. auger, rotary, cable, direct push, etc )
Division of Wafer Resources, underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. field (gpm) Method of test: 24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 daysofcompletlonof
13b. Disinfection type: __.. Amount: well construction to the county health department of the count) where
constructed
form GW -I North Carolina Department of Environment and Natural Resources - Division of Water Resources Rem ised August 2013

N. C. Deparcmenc of Human Resources
Divuton of Health Services
WELL COMPLETION RECORD
•
MPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
'ARTMENT OF HUMAN RESOURCES. SOLID AND HAZARDOUS WASTE MANAGEMENT BRAN
J. BOX 2091. RALEIGH. N.C. 27602
NAME OF SITE PERMIT NO.:
ADDRESS: OWNER (P7r
_BOY- X5`7,
5iELING CONTRACTOR: REGISTRATION NO.:
2�y,�E �o�r�P CO GiZ/
Casing Type:
Cuing Depth:
.4 '424C. dis,
from _a to .Z1 - L fL - dia.
Z" in.
7" in.
Grout Depth:
Bentonite Seal:
from (:�-' to 2%R. I
from Z'F. i to ?r i
ft. _ din.
LV
Screen Type:
Screen Depth:
`+3wr..oAa ' �rC'rGaC_ &5-dia_
from Vii;. ca �� 0 fC. di,a.
7_ in.
z `•
Sand/Gravel PK:
.
from3/• / to5
fL - dia.
it.=dia.
kZ
,
. _
im
Total Well Depth:-
from Q_ to 44•'S
ft, - dia.
LLd
Static Water LeveLLl::,
-:11-4- feet from cop of casing
Date Measured S
Yield (gpm): Method of Testing:
Casing is —Z-2 -- feet above land si
•
DRILLING LOG
DEPTH
JM TO FORMATION DESCRIPTION
REMARKS: Ax/ .�r'� - rn. 057— . / [%GfC.u�C
7-DiJC V4E-- t ► .� r ,s} or i~�
•
DATE:SIGNA
TURF-
�
_ FLS )3s2 f6�9S1

N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
APLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
PARTMENT OF HUMAN RESOURCES. SOLID AND HAZARDOUS WASTE MANAGEMENT BRAN
P. O. BOX 2091. RALEIGH. N.C. 27602
NAME OF SITE PERMIT NO.:
ADDRESS: OWNER (print):
/�Wrr
DRILLING CONTRACTOR/ REGISTRATrON NO.:
��lfi�d" /CJlc1 � G'C7 �1 Gam'/
Casing Type: dia- Z in. Grout Depth: from 6�._ to 30.y &.
Casing Depth: from e) to . 3 -9 ft. - dig. —� in. Benrowte Seal: from Z `� to 35.9 R, - dia..
Screen Type: 54DT -0/0 2=ZC Ale- dia. Z_ in. Sand/Gravel PK: from 35.22 to 5'0- S ft. - dia. t2i
Screen Depth: from :j7 9 to 47.G1 ft. - dit. _ _ in. Toad Well Depth: from _. to _5a? •S fL - dia. �,
Static Water Lev 43 - Z feet from top of cuing
ing Date Measured <9 f
Yield (gpm): Method of Testing. Cuing is _1 _ feet above land s
•
DRILLING LOG
DEPTH
rROM TO FORMATION DESCRIPTION
Muj -?
RF,MARKS: G' _:> z` 'Vo -s'— e4l7r/C',��L�c/
• J c' I cf �[J/ L i
DATE:- ��-� SIGNATURE
I I

N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
MPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
PARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAC
r. O. BOX 2091, RALEIGH. N.C. 27602
NAME OF SITE
PERMIT. NO..
ADDRESS:
oVVidFR (pri,sc):
DRILLING CONTRACTOR:
/ I'lE.e Go -
REGLSTRAMON NO..
moi,?
Casing Type:'
Casing Depth:
77,ZI din.77-7-77
from t,--) to 7.0 ft dia.
'S�a7r, ��_
2 in.
Z in.
Grouc Depth: from L-> - to 3-' 0 ft. - dia. 'a
Bentonite Sell: from 32' a to 3S . u
Screen Type:
Screen Depth:
s71�'i din.
from to `�7 o ft. - du.
_ in.
Z
ft. - dis. _Z
Sand/Crcrtvel PIC; from � • u oo � ft. -din.
in.
Torsi Well Depth: from � to d7. ft.. du. �• z
Static Water Level:
-3- feet from cop of cuing
Date �
Dace Measured
Yield (gpm): Method of Tes '
tuig:Casing
1-1111f-�
/7_
is feet above land s,
REMARKS: �
•
DATE: _ ��_- �� SIGNATURE?[ _�:�f

N. C. Department of Human Resources
Division of Hench Services
WELL COMPLETION RECORD
APLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
-PARTMENT OF HUMAN RESOURCES. SOLID AND HAZARDOUS WASTE MANAGEMENT BRAT
P. O. BOX 2091. RALEIGH, N.C. 27602
NAME OF SITE PERMIT NO.:
VC s G���a,�1 Vim_ o:3
ADDRESS:WNER (print):
o . --60>c��? / , _, /' Com-, ,/,/Cz-79i5rz O110-&i�,-e cd
DRUJING CONTRACTOR:
�J�� /?Okf�•C Gd
REGISTRATION NO.:
45;Z/
Casing Type:
duL
in.
Grouc Depth
from C_ to Z3--Z-ft.-dia.
Casing Depth:
from to Zfc. - dia.
im
Bentonioe Seal•
from?=3- z to 24--7— fr. - dis.
=:C
Screen Type.
7QT-210 _f2ei4oC IoVc dia.
Z in.
Sand/Gravel PIC
from Ot�- • Z to 39.5 ft. - dia.
Screen Depth:
from Z T- -Z to 3!q. ? ft. - dia.
'�— in.
Total Well Depth
from _e2 'to .5'9.'S fc. - dia.
Static Water Level:
/7 S feet from cop of casing
Date Measured � /—/
,�
Yield (Qpm): �//�/Method of Testing:
.�
Cuing is l- feet above land
• DRILLING LOG
DEFTH
rRvea L U FORMATION ION C1ESC--RLiTi-IOM
?IV 'd
R EMARKS:
• C �yc7-/ Jlz- A6zuiF:gte
DATE: ,� //- SIGNATURE: �G'C�

40
•
N. C. Department of Human Resources
Division of Health Services
WELL COMPLETION RECORD
`MPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
PARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAC
r . O. BOX 2041. RALEIGH. N.C. 27602
NAME OF SITE
ADDRESS:
DRILLING CONTRACTOR:
--R1,"e4G7- AAJS4G'© .
PERMrr NO.:
V;E5' - o :�3
OWNER (print):
L.�2. Co
RI:C;I.SiRATION NO--
Casing
Oa
Casing Type: 123,40c fiC di.- 7 ia. Grout Depth: from -- to 4:3.-:5 ft. dia.
Screen ng = from 0' to 3 ? in. Bentonim Seal• from 49.3 to e- - , ft. - dia. L
ft. - dia.
Type: • C fLC dia. in. Sand/Gravel PIC: from `�• 3 Cn©
Screen Depth: from `�� 3 to 3 ft - du. -' - -� to _ �, - dit. t�
in, Total Wei! Depth: from —0-- to ka. 5 & . dia. L'
Static Water Level: ` feet from top of casing Date Measured Jr-
Yield (gpm}: Method of Testing: "� Cuing is A % feet above land si
DRQ LING LOG
DEPTH
.DM TO FO MATION DESCRIPTION
-5
REMARKS:_/
a Ac
DATE:`�� =S�? SIGNATURE.
: HS 5342 (6/M

NON RESIDEWTUL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3290
1. WELL CONTRACTOR:
Marty King
Well Contractor (Individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
STREET ADDRESS 2 United Way
....
Greenville, SC 29607 _
City or Town State �^ Zip Code
I 864 )- 286-1986
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(If applicable)
STATE WELL PERMIT#(tf applicable),_ __,_—
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 9 Municipal/Public O
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 11
TIME COMPLETED= arm AM O PM Qr
3. WELL LOCATION:
CITY: Belews Creek COUNTY
(Slreel Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC/ LAND SETTING:
❑Slope ❑Valley ❑Flat ORldge ❑ Other _____
(check appropriate box) -
LATITUDE, May be in degrees,
minuses, seconds or
LONGITUDE., D=i!J- in a decimal format
La(itudcllongitudc source:PS ❑Topographic map
fiocafian of well must be shown a USGS topo map and
attached to this form if not using GPS)
A. FACILITY• is the name or the businesa where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Duke Power
STREET ADDRESS 3195 Pine Hall Road
Belews Creek, NC 27009
City or Town
CONTACT PERS
MAILING ADDRESS
Stale
Ed Sullivan
same as above
Zip Code
City or Town State Zip Code
f 336 ). 427-0274
Area code - Phone number
S. WELL DETAILS:
a, TOTAL DEPTI is - /
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Q
c. WATER LEVEL Below Top of Casing: �V 16 FT
(Use "+' if Above Top of Casing)
d. TOP OF CASING ISFT. Above Land Surface'
'Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C 0118.
e. YIELD (gpm): ✓i/ METHOD OF TEST
f. DISINFECTION: Type ,,"✓eI Amount
g. WATER ZONES (depth):
Ft0171 To Frm To
From To From To
From To From To
S. CASING: Thickness/
Deplh_ ater Weight ateri�l
From to To .. r)-- Ft. Dl rnAli Ut-
From To Fl.
From To Ft,
7. GROUT: Dr-pth Material Method
From T -n, C-? Ft.
From Tc Fl -
From To Ft.
0. SCREEN: Depth Diameter Slot Size Material
From -?'-, To ffs S- Fl. in. In.
Fram Ta Ft. In. in.
From To Fl. in. in.
9. SANDIGRAVEL PACK:
Depth a Size Material
From * s Ta -r} �7 - Ft.�
Fram To Fl.
From To Ft. _
10. DRILLING LOG
From To Formation Description
11. REMARKS:
I DO HEREBY CERTIFY THAT THIS W ELL WAS CONSTRUCTED IN ACCORDANCE WITH
i5A NCAC 2C, WELL CONSTRUCTION STANDARDS, ANDTHAT A COPY OF THIS
RECORD HAS BEF,4 PROVIDED TO THEFLL OWNER.
j 12/04106
SIGNATUR OF CERT IED WELLCONTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Duality within 30 days. Attn: Information Mgt., Form GW -1b
16117 Mail Service Center- Raleigh, NC 27699.1617 Phone No. [phone] ext 568. Rev. 7105

NONRESIDENTIAL WELL CONSTRUCTION RECORI)
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3290
1. WELL CONTRACTOR:
Marty King
Well Contractor (Individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
STREET ADDRESS 2 UFIited Way
Greenville, SC 29607
..... .... .._-
City or Town Stale Zip Code
864 288-1966
(
)-.._.....
Area code- Phone number
2. WELL iNFORMATiON:
SITE WELL ID *(it applicable)
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring Q MunicipallPublic Q
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection O
Irrigation[] Other ❑ (list use)
DATE DRILLED L7 -
TIME COMPLETED ' ;0 AM ❑ PM
5. WELL LOCATION:
CITY: Belews Creek _ COUNTY
(Slreel Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC I LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE �p t LdA � May e in degrees,
minutes, seconds or
LONGITUDE ,d;� 'TJ , T)-1 in a decimal rortnat
I.atitudeftrigitude source: •3ftiPS ❑Topographic map
(localion of well must be shown r.Prr a USGS Popo map and
attached to this form if not using GPS)
4. FACILITY. Is the name of the business where the well is located.
FACILITY ID #(If applicable)
NAME OF FACIL IT V Duke Power
STREET ADDRESS 3195 Pine Hall Road
Belews Creek, NC 27009
City sir fro -m State Zip Code
CONTACT PER50N Ed Sullivan
MAILING ADDRESS same as above
City or Town State Zip Code
( 336 )- 427-0274
Area code - Phone number
S. WELL DETAILS:
a, TOTAL DEPTH: _
b, DOES WELL REPLACE EXISTING WELL? YES 0 NO n
c. WATER LEVEL Below Top of Casing: L\ ' FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS �L- FT. Above Land Surface'
`Top or casing terminated atfor below land surface may require
a variance In accordance with I SA NCAC 2C.011 18.
e. YIELD (gpm): LV- -Pi- -- METHOD OF TEST
f. DISINFECTION: Type Amount
g, WATER ZONES (depth):
From To From Ta
From To From To
From To From To
S. CASING:
Thicknessl
Depth,Diameter
From ) To_
Waighl
Ft— ST1 I
M +erial
-J i.
From
To
Ft.
From
To
FI.
7. GROUT:
Depth
Material
Method
From To�-
Fl.
From
To
Ft.
From
To
Ft.
8. SCREEN:
Depth
Diameter Slot Size
Material
From 5
To t 5
Ft. r- In. .. 0/0 in,
U ly
From
To
Ft. in, in.
From
To
Ft. in. In.
9. SANDIGRAVEL PACK:
Depth Sze Material
From 15
To---I— .
From To Ft,—
From—TCL—
l,FromTa Ft.
10. DRILLING LOG
From To Formation Description
11. REMARKS:
N? v- (c) S
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORDHASU NPI'lovpEDTOTH,YyELL OWNER.
JL ..L-- i} , L 12/04/06
SIGNATURE OF CEF? iFiED WELL ❑NTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW -1b
1617 Mail Service Center -Raleigh, NC 27699.1617 Phone No. [phone] ext 568. Rev. 7105

NoNRESIDENTIAL WELL CONSTRUC`F[ON RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3290
1. WELL CONTRACTOR:
Marty King
Well Contractor (individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
STREET ADDRESS 2 United Way
Greenville, SC 29607
__.�..._... _, ...................-
City or Town State Zip Code
{ 864 } 288-1986
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(ir applicable)
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applir. able)
WELL USE (Check Applicable Box) Monitoring 9 Munlelpal/Pubilc ❑
InduslrlallCommercial ❑ Agricultural ❑ Recovery ❑ Injection Q
Irrigation❑ Other ❑ (list urse).•...
DATE DRILLED 1 I .- l S - 121-
TIME COMPLETED L' 3c' AM D PM(9/'
3. WELL LOCATION:
CITY: Belews Creek COUNTY
(5lreci Name, Ntimbera, Comm unlly, SubdMilon, Lol No., Parcel, 7.Ip Coda)
TOPOGRAPHIC l LAND SETTING:
[]Slope []Valley ❑Flat ❑Ridge ❑ Other,
(check appropriate box)
LATITUDE -aYp± �E't `l May be in degrees,
minutes, seconds or
LONGITUDE a -PP -`Q. -I 5-, in a decimal format
Latitudellongitude source- ArGPS ❑Topagraphic map
(iocation of well must be Sho n on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name or the business where the well Is loca(od.
FACILITY ID #(ir applicable)
NAME OF FACILITY Duke Power
STREET ADDRESS 3195 Pine Hall Road
Belews Creek, NC 27009
CltyorTown Slate
CONTACT PERSON Ed Sullivan
MAILING ADDRESS same as above
Zip Code
Clly or Town Slate Zip Code
f 336 _)- 427-0274
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: ai t
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 0
c. WATER LEVEL Below Top of Casing: -3 t, c FT.
(Use "+" it Above Top or Casing)
d, TOP OF CASING iS 7 FT. Above Land Surface'
'Top of casing terminated allcr below land surface may require
a variance In accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): VA METHOD OF TEST
i. DISINFECTION: Type Al1Amount
g. WATER ZONES (depth): A, J3
From Ta From To
From To From To
From To From To
ti. CASING:
Thicknessl
Depth
Dlaweter Weight Maierial
From U
Tc 1 L
FL J Sri, l �'' t1
Fram
To—
Fl.
From
To
Fl.
7. GROUT: _Deplh
Material Method
From(_ 11
.. To 0
FL >� - v
From
TD
Ft.
From
To
Fl.
B. SCREEN: Depth e' Diameter Slot Size t� Material
From 1 To 5-q FL r-)- In. b 0 (0 in•
From To Fl. in. in.
From To Fl.In. in.
9. SANDIGRAVEL PACK:
Deplll 1r SI a Material
From�__To�Fl._YJL Q7C J _
From To Ft—
From—To—
t.FromTo Ft. J
10. DRILLING LOG
From To Formation Description
11, REMARKS:
_MW - Q
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IIJ ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORDH LEN PROVIDED To 10E WELL OWNER.
12/04/06
SIGNATURE OFCERTIFIED WELL CONTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW -1b
1617 Mail Service Center- Raleigh, INC 27699-1617 Phone No. [phone] ext 588. Rev. 7105

5TAP
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3290
1. WELL CONTRACTOR:
Marty King
Well Contractor (Individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
2 United Way
STREET ADDRESS
Greenville, SC 29607
City or Town State Zip Code
( 864 288-1986
Area carte- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable)
STATE WELL PERMIT#(If applicable)
DWQ or OTHER PERMIT 41(if applicable)
WELL USE (Check Applicable Box) Monitoring Q MunlcipallPublic ❑
lndustrlal/Commerclal 17 Agricultural ❑ Recovery ❑ Injection 0
Irdgallon❑ Other ❑ (list use)
DATE DRILLED_JL_ �5 "[�
TIME COMPLETED `+ 3 t --I AM pfPM ❑
3. WELL LOCATION:
CITY: Belews Creek COUNTY
(Street Name, Numbers, Community, Subdivision, Let No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slape ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(cheek appropriate box)
LATITUDE3 �a�! �� ` ( May be in degrees,
minutes, seconds or
LONGITUDE FD , e� ^1 5 in a decimal format
Lalinuicllongitude source: ; it'ti ❑Topographic map
(Ioearian of well must be shave n -T a USGS lopo map and
attached to this form if not using GPS)
4. FACILITY. is the name of the business where the well is leveled.
FACILITY ID #(if applicable).
NAME OF FACILITY Duke Power
STREET ADDRESS 3195 Pine Hall Road
Belews Creek, NC 27009
City orTown Stale
CONTACT PERSONSuSullivan
MAILING ADDRESS same as above
Zip Code
City or Town State Zip Code
( 336 _)- 427-0274
Area code - Phone number
6. WELL DETAILS:
'i
a. TOTAL DEP,m: i ?
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 01"'
c, WATER LEVEL Below Top of Casing: i FT
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3 FT. Above Land Surface -
"Top of casing terminated allor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): p A - h1ETHOD OF TEST
f. DISINFECTION: Type— Amount
g. WATER ZONES (depth): N l
From To From To
From To From Tc
From To From To
6. CASING: Thickness/
Depth Diameter eigthl
Malelial
From Ta - Z - Ft. cA
`
From To F(.
From Ta Ft.
7. GROUT: Depth Material
Method
From �_ To C� FL „,51Cr.j
From To Ft.
From To Ft.
8. SCREEN: Depth Diameter Slot Size
Material
From _1FrL_Ta_La__ Ft. � in. r.00In,-
From Tc Ft. In, in.
From To Ft, in. in
9. SANDIGRAVEL PACK:
Depth Sre Material
From�_To FL -
From To Ft.
From To Ft.
10. DRILLING LOG
From To
11. REMARKS:
A4Q-()a S
Formation Description
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
19A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEPROVIDE70 THEW L OWMER.
�(}L 12/04/06
SIGNATURE OF CERTi IED WELL CONTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW -ib
1617 Mail Service Center Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION it 3290
1. WELL CONTRACTOR:
Marty King
Well Contractor (Individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
STREET ADDRESS 2 United Way
Greenville, SC 2960.7 _
City or Town State Zip Code
( 864 288-1966
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) ---
STATE WELL PERMIT#(If applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 9 Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLLD 7 " V6
TIME COMPLETED—ib b sM AM [2/PM ❑
3. WELL LOCATION:
CITY: Belews Creek COUNTY
(street Name, Numbers, Communlly, Subdhision, Lot No_, Parcel, Zip Code)
TOPOGRAPHIC t LAND SETTING:
lope ❑Valley ❑Flat ❑Ridge ❑ Other _
(check appropriate bax)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE D + D in a decimal format
Latitudcliongilude source: Av$P5 ❑Tol agtalTllic map
(location of well must be shown on a USGS Popo map and
attached to this lorry+ if riot using GPS)
4. FACILITY- Is Iha name of the business where the well is located
FACILITY ID #(if applicable)
NAME OF FACILITY Duke Power
STREET ADDRESS 3195 Pine Hall Road
Belews Creek, NC 27009
City or Town Slate Zip Code
CONTACT PERSON_ Ed SUlllvan
MAILING ADDRESS same as above
City or Town State Zip Code
( 336 )- 427-0274
Area code- Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: tl `
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO ipf
c. WATER LEVEL Below Top of Casing: 5, b Ff.
(Use "+" it Above Top of Casing)
d. TOP OF CASING IS I FT. Above Land Surface"
'Top of casing terminated alfor below land surface may requlre
a variance
In accordance with 15A NCAC 2C.01 1 B.
e. YIELD (gpm):
—ZL/ METHOD OF TEST
L DISINFECTION:
Type I' Amount
U. WATER ZONES (depth): Iv#
From
To From To
From
To From To
From
Ta From To
G. CASING:
Thickness/
Depth Diameter Wetgh� Aerial
-,—Li t
From 0
T - Ft. J- D 11
From
To Ft.
From
To Fl,
7. GROUT:
Depth Material Method
From f rr
To 0 Fl. ti�" +
From
To Ft
From
Tc FI.
8. SCREEN:
Depth Diameter Slot Size Material
From +
To �� Ft. `-I in. .010 In. U�
From
To Ft. In. in.
From
To Ft. in. in.
9. SANDIGRAVEL PACK:
C]oplh
Size Material
r "
From J z )
7-o 00 Ft, -
From
To Ft.
From
To Fl.
10. DRILLING LOG
From To Formation Description
11. REMARKS:
;o til- !oi D- -
IDO HERF13Y CERTTFYTHAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
1 5 NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE,wELL OWNER -
)W ' 12/04/06
SIGNATURE OF CER IF1ED WELL CONTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW -1 b
1617 Mail Service Center" Raleigh, NC 27699-1617 Phone No. 1919) 733.7015 ext 568. Rev. 7105

NONRESIDENTIAL ONllESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
Marty King
Well Contractor (Individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
STREET ADDRESS 2 United Way
Orelanvilie, $C 29607
City or Town State Zip Code
f 864 )- 288-1986
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable)
STATE WELL PERMIT#(if applicable) __ .._,.
DWQ or OTHER PERMIT #(if applicable)"_,_
WELL USE (Check Applicable Box) Monitaring Q MunicipallPublic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery 0 Injection ❑
Irrlgalion❑ Other ❑ (list use)
DATE DRILLED 11 ` 15 '
TIME COMPLETED_ A: -c•
AM ❑ PM pl
3. WELL LOCATION:
CITY: Belews Creek COUNTY
(Slreel Name, Numbers, Community, Subdivision. Lal No., Parcel, Zip Cade)
TOPOGRAPHIC / LAND SETTING:
0-6ope oValley ❑Flat ❑Ridge 0 Other
(check appropriate box)
LATITUDE 34"7�`�r- May be in degrees,
minutes, seconds or
LONGITUDE 0 -1 in a decimal format
Lwiutdc/iongitude source: ,lit GIIS ❑Topographic map
(hur.,rhon of well must he shown ot7 a USGS fclpo map and
attached to this form if not using GPS)
4. FACILITY- is the name of Iha business where tha well is lacaled,
FACILITY ID #(if applicable)
NAME OF FACILITY_ Duke Power
STREET ADDRESS 3195 Pine Hall Road
Belews Creek, NC 27009
City or Town State Zip Code
CONTACT PERSON Ed Sullivan
MAILING ADDRES IS same as above
City or Town State Zip Code
(_ _:13r ), 427-0274 _.
Area code - Phone number
6. WELL DETAILS:
a, TOTAL DEPTH..—J-9----
b.
EPTH..—)-9_b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO B"'
c, WATER LEVEL Below Top of Casing: _! s g —FT
(Use "+- if Above Top of Casing)
3290
d. TOP OF CASING IS I —FT. Above Land Surface•
'Top of casing terminated atlor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): IV 0- METHOD OF TEST
f. DISINFECTION: Type N Amount
g. WATER ZONES (depth):,,�i.�
From To From Tc
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter 4Weight� Malarial
rl
Fro LD To�_ Ft, 1 3LIrI
From To Ft.
From To Fl.
7. GROUT: Depth Material Method
i
From ' S To--O�_ Fl. ^u��
From Ta Ft.
From Ta Ft.
8. SCREEN:
Depth
Diameter
Slot Size Material
r10
From
To I0
Ft. �- in.
i.DI In, ��=
From
To
Ft. In,
in.
From
To
Ft. in.
in.
9. SANDIGRAVEL PACK:
It7el N Size Material
Frcm 0 To _1 Ft.4 9::en�-
From To R-
1=ron1 To Ft.
10. DRILLING LOG
From To Formation Description
11. REMARKS:
❑ I S
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS DUN PROVIDED TO THE W EL` OWNER.
kJ] 12/04/06
DISNATURE OF CER, IFIED WELL .ONTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GW -1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

NONlIESIDENTIA.L WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTOR:
Marty King
Well Contractor (Individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
STREET ADDRESS 2 United Way
Greenville, SC 29607 _ _
City or Town Slate Zip Cade
{ 864 )- 288-1986
Ai -ca rode- Phone number
2, WELL INFORMATION:
SITE WELL ID #(if applicable)
STATE WELL PERMIT#Iir applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 9 Munlcipal/Publlc Cl
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED J..._ t � - u
TIME COMPLETED AM ❑ PM l7
3. WELL LOCATION:
CITY: Belews Creek COUNTY
(Street Name, Numbers, Community, SubdNslon, Lot No,, Parcel, Zip Code)
7TOpOGRAPFIIC / LAND SETTING:
lope ElVailey ❑Flat ORidge 0 Other
(check appropriate box)
LATITUDE ��� . •>�_.........--- May be in degrees,
minutes, seconds or
LONGITUDE _) t7 r 0 b 6 in a decimal format
Latitude/longitude source:) GPS DTopographie map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY• Is Ilse name of the business where the well is totaled.
FACILITY ID #(if applicable)
NAME OF FACILITY Duke Power
STREET ADDRESS 3195 Pine Hall Road
Belews Creek, NC 27009
City or Town Stale Zip Code
CONTACT PERSON Ed Sullivan
MAILING ADDRESS same as above
City or Town Slate Zip Code
336 _)- 427-0274
Area code - Phone number
5. WELL DETAILS: �
a. TOTAL DEPTH: f' /
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO my
c. WATER LEVEL Below Top of Casing; 1 l to FT.
(Use "+" if Above Top of Casing)
3290
d. TOP OF CASING IS -I FT. Above Land Surface'
"Top of casing terminated aUor below land surface may require
a vananee in accordance with 15A NCAC 2C .01113.
1
e. YIELD (gpm). _ � METHOD OF TEST
f. DISINFECTION: Type,,,/,4 Amount
g. WATER ZONES (depth): Ili<T
From To From To
From To From To
From To From To
6. CASING: Thickness)
Deptli Dl7metEr Weight Material
From r_T❑ )' Fl.) ILLI/0 ~ UC
From Tc Ft.
From To Fl.
7. GROUT:: Depth Material Method
From f O To 0 F(­BaLf 1A.tJ ,1 i fo
From To Ft.
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From ? To i .� Ft. a In. u10 in. (/ ('
From To FI. in. in.
From To_ FL—in, in.
9. SANDIGRAVEL PACK:
Depth ! Size Malerlal
From To '7 FI. 7/41vt�
From To FI.
From To Ft.
10. DRILLING LOG
From To Formation Description
11. REMARKS:
r1►w-l0�-D
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC xf:, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORDS{' DESFI PRGVIr.;Erl T THE WELLOWNER.
�,'Jj� 12/04/06
SIGNATURE OF CERTIFIED LL CONTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water {Quality within 30 days. Attn: Information Mgt., Form GW -1b
1617 Mail Service Center — Raleigh, NC 27699.1617 Phone No. [phone] ext 56B. Rev. 7105

NoNRESIDENTlAL WELL CONSTRUCTION RECORI)
North Carolina Department ofEnvironment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3290
1. WELL CONTRACTOR:
Marty King
Well Contractor (Individual) Name
A E Drilling Services, LLC
Well Contractor Company Name
STREET ADDRESS 2 United Way
Greenville. SC 29607
City or Town State Zip Code _
864 ) 288-1986
Area code_ Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable)
STATE WELL PERMIT#(if app1Icable)________
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 9 MunicipallPublic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
lafgalion❑ Other D (list use)
DATE DRIL.LEn____j t -L 14 -
TIME
4 -TIME COMPLETED AM ❑ PM C9/
3. WELL LOCATION:
Cin,. Belews Creek COUNTY
(Street Name, Numhata, Community, Subdlvision, Lol No., Parcer, Zip Code)
TOPOGRAPHIC / LAND SETTING:
I4lope ❑Vatley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE 3 May be. in degrees,
minutes, seconds or
LONGITUDE '6Q in a decimal format
Latitude/longitude source: 4--b—pS ❑Topographic map
(location of well must be shown an a USGS lopo map and
attached to this form if not using GPS)
4. FACILITY. Is the name or the business where the wall is located.
FACILITY ID #(if applicable)
NAME OF FACILITY Duke Power
STREET ADDRESS 3195 Pine Hail Road
Belews Creek, NC 27009
City or Town State Zip Code
CONTACT PERSONi_r1 5ullivarl
MAILING ADDRESS same as above
City or Town Slate Zip Code
{ 336 )- 427-0274
Area code - Phone number
S. WELL DETAILS:
S jJ
a. TOTAL DEI'TI-I: _._
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 0-""'
c. WATER LEVEL Below Top of Casing: �.' _. FT.
(Use'+" if Above Top of Casing)
d. TOP OF CASING IS 2 FT. Above Land Surface`
"Top of casing terminated aUor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): M� METHOD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
From To Ifl!A From To
From To From To
From To From To
G. CASING: Thickness/
Depth. Diameter Weight Molerial
FrorrL y To Fl.
From To Ft.
From Tc Fl.
7. GROUT: Depth Material Method
From To
From To Fl.
From To R.
8. SCREEN: Depth II Diameter Slot Size Material
From To �1 .3 FL 'I in. vv%U in, V �~
FromW To Fl. in. in.
From Ta Ft, fn. in.
9. SANOIGRAVEL PACK:
Defl' Size Material f
From 3 i o — Ft. it I- _ -- �•ct1�/
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
11. REMARKS:
()4S
100 HERESY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
ISA NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEE11PR(WDEO TO THE ELL OWNER
12/04/06
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
Marty King
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form CW -1 b
1617 Mail Service Center – Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

r
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3485-A
1. WELL CONTRACT p)R:
1n
Well Contractor (Indly{dual} Name
A.E. DrillinQ Services Inc.
Well Contractor Company Name
O United
Street Address
Greenville SC 29607
City or Town State Zip Code
d. TOP OF CASING IS A FT. Above Land Surface`
*Top of casing terminated at/or below land surface may require
a variance In acro ante with 15A NCAC 2C.01 IIB.
e. YIELD (gpm): ME HOD OF TEST
f. DISINFECTION: Type Amount
r
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
8( 64 ) 288-1986 Top Bottom Top Bottom
Area code Phone number Thickness/
2. WELL INFORMATION: 7. CASING: Depth77 Diameter Weight Material
WELL CONSTRUCTION PERMIT# Top 0 Bottom! Ft. q0 P G
OTHER ASSOCIATED PERMIT#(if applicable) :Top Bottom Ft.
SITE WELL ID *(if applicable) tq w±0_ :Top Bottom FI.
3. WELL USE (Check One Box) Monitoring* Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED, E 1- 1-2- - I 0
4. WELL LOCATION:
3195 Pine Hall Road. Belews Creek. NC 2700"
(Streel flame, Numbers, Community, Subdivision. Lot No.. Parcel, Zip Code)
CITY: Belews Creek COUNTY Stokes
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑SIDpe *Valley ❑Flat L7RIdge El Other
LATITUDE 36 'Jq ' .56.3 2I' DMS OR DD
LONGITUDE. 80 I V RMS OR DD
Latitude/longitude source: JWPS propographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located-)
Duke
Facility Name Facility ID# (if applicable)
5 Pine Hall Road—
Street Address
RPIRW's Creek Nr Q
City or Town State Zip Code
—Ed Sullivan _
Contact Name
Mailing Address
rharintte IVC 28937
City or Town State Zip Code
( 980.E 373-3719
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL?/ YES
(3 NO*
c. WATER LEVEL Below Top of Casing: ¢ t/ FT. +
(Use "+" if Above Top of Casing)
B. GROUT' Depth Material Method
Top D . o Bottom o Fl.
Top 8'•U B❑tlom 0. 5 Ft. e2 YI KIM -
Top Bottom FL
9. SCREEN: Depth Diameter Slot Size Material
Tup, l � I Emtum I � • 5 Ft.&;�-- In, Q' �J0 in. f KG
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SANDIGRAVEL PACK:
Depth Size Material
Top �5P .Boiiom ZO ,S5 F1.6W-Z SaV1
Top Bottom R.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
D 1�
r
1
1
12. REMARKS:
Formation Description 11 I
E Cs i �A SaF 0
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE OF CERTIFIED WELL CONTRACTOR �DATE
John Gorman
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form Submit within 30 days of completion to: Division of Water Quality - Information Processing, Rev. 2/09-1b
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

r i � 1 r ONRESIDENTIAL WELL CONSTRUCTION RECORD
f North Carolina Department of Environment and Natural Resources- Division of Water Quality
.yy
_ 1N CyLL G(ANT];pCTOR CERTIf (CATION # 3485-A
i 1. WELL CONTRACTO �+
: d, TOP OF CASING IS ' 7 FT. Above Land Surface'
V ✓n
'Top of casing terminated at/or below land surface may require
Well Conlractor (Indivldual) Name
a variance in accordance with 15A NCAC 2C .0118
A.E. Drilling erV Inc.
e. YIELD (gpm): 7 11 ] METHOD OF TEST _-
Well Contractor Company Name
United Way,
DISINFECTION: Type Amount•• �•,
fTwo
Street Address
g. WATER ZONES (depth):
Greenville SC 29607
Top Bottom Top Bottom
City or Town State Zip Code
Top Bottom Top Bottom
( 864 ) 288-1986
Top Bottom Top Bottorr
_
Area code Phone number
Thickness]
2. WELL INFORMATION:
7. CASING: Depth Diameter Weight Material
Top 6-0 Bottom 2.4 Ft-��t ey�
WELL CONSTRUCTION PERMIT#
-54%)
OTHER ASSOCIATED PERMIT#(ifapplicable)
Tap Bottom Ft.
SITE WELL ID #(if applicable) �1� W —,-ZOO 5
Top Bottom Ft,
3. WELL USE (Check One Box) Monitoring* Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation El Other ❑ (list use
DATE DRILLED C
4. WELL LOCATION:
3195 Pie Hall Road. Belews Creek. NC 2700"
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Belews Creek
COUNTY Stokes
TOPOGRAPHIC/ LAND SETTING: (check appropriate box)
❑Slope *Valley ❑Flat ❑Ridge ❑Other
LATITUDE 36 ' 5-11l DMS OR DD
LONGITUDE 80 31. 07s DMS OR ISD
Latitude/longitude source: 03PS OTopographic map
(location of well must be shown on a USGS topo map andattached to
this form it not using GPS)
5. FACILITY (Name of the business where the well is located,)
__D11.ke.F►1Prnv.,ELP—l(i C reahs _
Facility Name Facility ID# (if applicable)
31.95-.Pbe-Hall Read
Street Address
Relews Creek _ NC 270()9
City or Town State Zip Code
Fri Sullivan
TContact Name
P_O Rnx 37929
Mailing Address
— C;harinttF? NC 2823Z
City or Town State Zip Code
( 980 d _373-3719
Area code Phone number
8. GROUT: Depth Material Method
Top &, p Bottom 0 •5 Ft- � —:
Top 0 . r Bottom_ Ft.6fMJM h
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Tap A•4 Bottom_ FI. in. 0• n 1i'Q in.
Top Bottom FL in. in.
Top Bottom Ft, in. in.
10. SANDIGRAVEL PACK:
Dapth site MaterialE
Top LI- - BottamA) +2-- FIL I _ f qhd _
Top Bottom Ft.
Top Bottom Ft.
11- DRILLING LOG
Top Bottom Formation Description
D_1 0 _ aYQ.t!g h o
r
1
t
1
1
1
/
l
12. REMARKS:
6. WELL DETAILS: I UO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO* SIGNATURE OF CERTIFIED WELL CONTRACTOR 1 DATE
c. WATER LEVEL Below Top of Casing: FT'� ' John Gorman
(Use Y' if Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form GW 1b
y P � " 9 � Rev. 2109
1617 Mail Service Center, Raleigh, INC 27699-161, Phone : [phone]

•,L1r,
f f NONRESIDENTIAL WELL CONSTRUCTION RECORD
r North Carolina Department of Environment and Natural Resources- Division of Water Quality
385-A
WELL CONTRACTOR CERTIFICATION #
1. WELL CONTRACTO
� G
Well Contractor (Individual) Name
A.E. Drilling Services, Inc.
Well Contractor Company Name
TwQ United
Street Address
Greenville SO 29607
City or Town State Zip Code
( 864 ) 288-1986
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicaolel
3. WELL USE (Check One Box) Monitoring Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED
4. WELL LOCATION:
3195 Pine Hall Road. Beiews Creek. NC 2700"
(Street Name, Numbers, Community, SUbcri+wslon. Lot No , Parcel, Zip Code)
CITY: Belews Creek COUNTY Stokes
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley &Flat ❑ Ridge ❑ Other
LATITUDE 36 DMS OR DD
LONGITUDE 60 ` 3 '4N.r718 DMS OR DD
Latitude/longitude source: ,SPS Dropographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
nyke.Fae
Facility Name Facility ID# (if applicable)
-3195-Pir1P HgJI Road
Street Address
Rplews Greek NC 2700
City or Town State Zip Code
Fri Sullivan
Contact Name
_ 9 _
Mailing Address
-CharlQttp H C, 2891
City or Town State Zip Code
(_980. 373-3719
Area code Phone number
d. TOP OF CASING IS! ! FT. Above Land Surface"
`Top of casing terminated atfor below land surface may require
a variance in accordance with 15A NCAC 2C -0118.
e. YIELD (gpm): J:��=
F TEST
f. DISINFECTION: TyAmount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diarneler Weight Material
TDP --o — Bottom 30-0 F.J.
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top D Bottom Z U • 5 Fl.
Top Bottom 2Z •5FI,
Top Bottom Ft. ,
9. SCREEN: Depth Diameter Slot Size Material
Top .�1D.6 Bottom YO.8 Ft. Z— In, 0• C r0 in IlG
Top Bottom Ft in. in.
Top Bottom Ft.—in. in.
10. SANDIGRAVEL PACK:
Depth Size Material J
Top 30 6otiam�_ FIL 2- Sq Kl�l
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
p
f
I
12, REMARKS:
Formation Description
G01 Si �al
- I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
6. WELL DETAILS: , j r O : 15A NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
a. TOTAL DEPTH: 1••fJ 11 RECORD HAS BEEN PROVIDED TO THE WELL OWNER
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO / 111
� � SIGNATURE OF CERTIFIED WELL CONTRACT DATE
c. WATER LEVEL Below Top of Casing: / John Gorman
(Use '+" If Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form 109
y p Y ' �� Rev. 2109
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

1. WELL CONTRACT
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of WaLer Quality
WELL CONTRACTOR CERTIFICATION # 3485-A
0IrvY-1G
Well Contractor (Individual) Name
A.E. Drilling Services. Inc.
Well Contractor Company Name
Two United Way
Street Address
Greenville SC 29607
City or Town State Zip Code
8( 64 ) 288-1986
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) MWt7
3. WELL USE (Check One Box) Monitoring'* Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED A 12-1-7-)o
4. WELL LOCATION:
3195 Pine Hall Road. Belews Creek. NC 2700"
(Street Name, Numbers, Community, Subdivision, Lot No, Parcel, Zip Code)
CITY: Belews Creek COUNTY Stokes
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
*Slope ❑Valley ❑Flat ❑Ridge ❑Other
LATITUDE 35 x'37"DMS OR DD
LONGITUDE 80 ° M,27.39.7` DMS OR DD
Latitude/longitude source: *BPS ❑Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
_ Dltkp Fn .ray R _l _ws Creekm
Facility Name Facility ID# (if applicable)
3125 edl)e Hall Road
Street Address
Relews Creek IS) C 27009
City or Town State Zip Code
Ed Stiflivnin
Contact Name
P Q Rnx 37929
Mailing Address
.har]Qtte NC, 28237
City or Town State Zip Code
( 980 373-3719
Area code Phone number
d. TOP OF CASING IS o?- 9 FT. Above Land Surface'
*Top of casing terminated at/or below land surface may require
a variance in a rdance with 15A NCAC 2C .0118.
e. YIELD (gpm}: N TROD OF TEST
L DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thicknessl
7. CASING: Depth Diameter Weight Material
Top D 13otlom � • u Fl.� }fit `�D r (!�i
Top Bottom Ft.
Top Bottom_ Ft.
8. GROUT: Depth Material Method
Top ❑ • 0 Bottom SU • O Ft, M
Tap �f0 0 5ottanb2: •D Fl.
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
TopXy. 0 Bottom UFt. vZ 0. i) 1 in. P V G
Top Bottom Ft. In. in.
Top Bottom Ft. in, in.
10. SANDIGRAVEL PACK:
Depth Size Material
Tap Bottom ��Z-Ft._ _2— S q VL
Top Bottom Ft.—
Top—Bottom—
t.TopBottom Ft. -
11 .
t.
11. DRILLING LOG
Top Bottom
o , 7"f
71 R3
l
1
1
1
12. REMARKS:
Formation Description
Cid S; Iut,d s, t sq
11 'te±ik-
6. WELL DETAILS: f I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
a. TOTAL DEPTH: 1 : RECORD HAS BEEN PROVIDEDTOTHE WELLOWNER
b. DOES WELL REPLACE EXISTING WELL? r�YES ❑ NO* : SIGNATURE OF CERTIFIED WELL CONTRACTOR If
c. WATER LEVEL Below Top of Casing. i ' F1�-- John Gorman
(Use "+" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW -1 b
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

•TnrF ,,,
NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
,L North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICA'T'ION # 3485-A
1. WELL CONTRACTOR: .J o o —� ` �+
h
Well Contractor (Individual) Name
A.E. Drilling Services. Inc.
Well Contractor Company Name
Two United Way—
Street Address
Greenville • .• _ SC 29607
City or Town State Zip Code
8t 64 ) 288-1986
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicablei
3. WELL USE (Check One Box) Monitoring* Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED I Z JI—o
4. WELL LOCATION:
3195 Pine Hail Road. Belews Creek. NC 2740"
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Belews Creek COUNTY Stokes
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
/!'Slope []Valley ❑Flat ❑Ridge ❑Other
LATITUDE 36 L6--.A—q00 . DMS OR —DD
LONGITUDE 80 °0' 4'7,3311 " DMS OR DD
Latltude/longitude source: PS OTopographic map
(location of well must be sh .y, on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Duke nerav 8 _l _ws ( :r 4im
Facility Name Facility ID# (if applicable)
-3195 Pine Hall Rom
Street Address
plpwc Crppk _ NG 2700
City or Town State Zip Code
Irl
Contact Name
P.0- Box : 7929
Mailing Address
_ Charlotte _ NG X8237
City or Town - State Zip Code
( 980, 373-3719
Area code Phone number
6, WELL DETAILS:
a. TOTAL DEPTH:
d. TOP OF CASING IS O� • / FT. Above Land Surface`
'Top of casing terminated atfor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
a. YIELD (qpm): METHPD OF TEST
f. DISINFECTION: Type Amount
g. WATER ZONES (depth):
Top
Bottom Top Bottom
Top
Bottom Top Bottom
Top
Bottom Top Bottom
Thickness!
7. CAStNG:
Depth Diameter Weight Materlal
Top 0-6
Bottom Ft.
Top
Bottom Ft.
Top
Bottom Ft.
8. GROUT:
Depth Material Method
; Topa • a
Bottom 3 5 ' O Ft. 8c:41iT 4
Top_!2•y
Bottom 3 3• CiFt. -CUP-A-11111 t
Top
Bottom Ft.
9. SCREEN:
Depth Diameter Slot Size Material
Tope
Bottom 5 7 0 Ft. -21— 0-('It) �
Top
Bottom Ft. in. in.
Top
Bottom Ft. in. in.
10, SANDIGRAVEL PACK:
Depth Size Material
Top 35. A
Bottom -rSC4KGk
K
Top
Bottom Ft.
Top
Bottom Ft,
11. DRILLING LOG
= Top Bottom
12. REMARKS:
Formation Description ', r
1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C .
WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
b. DOES WELL REPLACE EXISTING WELL? YES❑ NO* SIGNATURE OF CERTIFIED WELL CONTRACTOR D
1 J AATE
6
c. WATER LEVEL below Top of Casing: Llb, FT. `— ,John Gorman
(Use'+" if Above Top -of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW -1b
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Rev. 2109
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

WELL CONSTRUCTION RECORD
This foi in can be used for single of nuduple \%ells
DERCRIMON
1. Well Contractor Information:
Moist
Joshua Ellingworth
Ij irate,•/eve/ i; above co,rng, use -
Well Contractor Name
FROM
3544
TFI1C.30;FSS MATF.RIAL
NC Well Contractor Certification Number
70 ft.6 in
Parratt-Wolff, Inc
16. MER CAMNG ORTUBIING cotbermid dosed -lou tl
Compari Name
MAT. IAL
2. Well Construction Permit #:
PVC
Lar all appheahle hell permits (i.c ( bump, Stare,
1 ai,ioo e, I)yccuon, eta)
3. Well Use (check well use):
FROM
Water Supply Well:
DIAMETER SLOTSIZE
❑Agricultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irri ation
in.
Non -\Vater Supply Well:
18. GROUT
lil Monitoring
❑ Recovery
111jecfion ►1 eilr.
ft. ft.
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal(I-leating/Coolin Return)
❑ Other IeN lain under#21 Kernarks)
98 ft. brown dense sitly m. sand
65 f'•
4. Date Well(s) Completed: 3/15/15
Well ID# MW-203BR
5a. Well Location:
rr.
Duke Energy
ft.
Facility/Owner Name Facility ID# (if applicable)
3195 Pine Hall Rd. Walnut Cove, Belews Creek, 27009
Physical Address, City, and Zip
Stokes
Count)
Parcel Identification No (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if\rell field, one lat/long is sufficient)
N H'
6. Is (are) the well(s): OPermanent or ❑Temporary
7. is this a repair to an existing well: ❑Yes or ❑No
lfflos is a repair,, fill out dvnnrn nvll cointrucnon nrlornrumnr and evplarn f1w nano -c.
repair unddr =21 remork, ceenun ov nrr the h,rek o/ drir /orris
8. Number of N•ells constructed: 1
For multiple injection or non -water supply wells ONLY with the sante construction, l,ou carr
submit one form.
Ra Inici nal Uce nN'I 1':
14. WATER ZONLS
FROM rti
DERCRIMON
35 f'• 120.5 f'
Moist
fr. ft.
Ij irate,•/eve/ i; above co,rng, use -
�
16.OUTER LA811V[: furulti-r s wear OR LINER if licahlc
FROM
TO DIAFTER
11
TFI1C.30;FSS MATF.RIAL
0 ft•
70 ft.6 in
Sch.40 PVC
16. MER CAMNG ORTUBIING cotbermid dosed -lou tl
FROM TO DIAME.f ER TIIII-ii!ti E55
MAT. IAL
0 ft. 94 ft. 2 in,Sch.40
PVC
ft, ft. in.
1636 Mail Service Center, Raleigh, NC 27699-1636
17. SCREE -N
FROM
TO
DIAMETER SLOTSIZE
I THICKNESS MATERIAL
99 f'•
94 ft.
2 'n' .012
SCh.40 PVC
ft.
ft.
in.
Frnm GW -I North Carolina Department ol-Environment
18. GROUT
FROM TO MATERIAL FAIPt_ACEMYR7 I*IETIIOlt S AMnUN'f
88 f'• 0 f'• Por /Bent. Tremie
92 f'• 88 f'• Bent. Chips Dropped
ft. ft.
19. SAND/GRAIT-L PAC
KitF atipticabiei
FROM TO
P1.1'tERIAL FNIPI-A CF MFYr M£'I I I o0
120.5 ft- 92 ft.
#2 Dropped
ft. fr.
20, OR11-LING LOG attach additional sheets Ffnecessa
FROM
TO DF -SCR IIll ON Imlor, hsrihi sl sowVrozk type, 11mi. girt ett.
0 ft.
98 ft. brown dense sitly m. sand
65 f'•
85 ft. Brown weathered rock
85 1"
120.5 ft. Hard rock
rr.
ft.
ft.
ft.
ft.
ft.
ft.
Ft.
21. REMARKS
22ZCeffl tion:
Ik&� 4/8/19
siilrlatuYc 0 eniGad Well tmeWr Date
By vgi ig e.. form, 1 lie certiji, that the we//(s) u�ac (were) constructed in accordance
with 13.9 C •AC 02C .0100 or 15A A'('A(- 010.0200 Well Construction Slandareh' and that a
cope of lhu record has been provided to the well corner,
23. Site diagram or additional well details:
You may use the back of this page to provide additional (Nell site details or hell
construction details. You may also attach additional pages ifnecessary,
SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 99
(ft,) 24a. For All Wells: Submit this form Nfthin 30 days of completion of well
For multiple wells ILcr all depths iI rli(lerenr (example- 3,&?00' and 2144100')
construction to the following:
10. Static water level below top of casing: 35
Division of Water Resources, Information Processing Unit,
Ij irate,•/eve/ i; above co,rng, use -
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter: 10/6 (i n.)
24b. For Infection Wells ONLY: In addition to sending the form to the address in
Auger/fluid rotary
24a above, also submit a copy of this form within 30 days of completion of well
12. Well construction method:
construction to the following:
(i a auger, rotary, cable, direct push, etc )
Division of Water Resources, ]Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY;
1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test:
24c. For Water Supply & Injection Wells:
Also submit one copy of this form within 30 days of completion of
13b. Disinfection type: _ Amount:
well construction to the county health department of the county where
constructed
Frnm GW -I North Carolina Department ol-Environment
and Natural Resources - Division of Watei Resources Revised August 2013

NONRESIDENTIAL WELL Ca STRUCTI[ON RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
•,0,a,y,„�• WELL CONTRACTOR CERTIFICATION # 3 9 854_A
1. WELL CONTRACTOR: 'O r r 4
0f� .*4&1
Well Contractor (Individual) Name
A E DRILLING SERVICES, LLC
Well Contractor Company Name
Two United Wav
Street Address
Greenville SC 29607
City or Town State Zip Code
( 864 ) 288-1986
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) _ _/►rG}J D
3. WELL USE (Check One Box) Monitorin9p Municipal[Publlc ❑
Industrial/Commercial 0' Agricultural ❑ Recovery ❑ Injection ❑
Irrlgabon❑ Other ❑ (list use)
DATE DRILLED -J -/-e0-0' O
:d. TOP OF CASING IS, nated Si attor bFT. Above Land Surface"
"Top of casing terelow land surface may require
a variance In accordance with 15A NCAC 2C.0 118,
e. YIELD (gpm):OF TEST -
f. DISINFECTION: T e Amount
g. WATER ZONES (depth);
Top Bottom Top Bottom
Top Bottom _ Top Bottom
Top Bottom Top Bottom
Thicknessl
:7. CASING: Depth Diameter Weight Material
Topf A U BottomffYN Ft.�.��
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top Q, 0 Bottom&o,,).FL PoR4 IA,,drte~"(
Top Bottom
Top Bottom Ft. _
4. WELL LOCA ON:
9. SCREEN: Depth
Diameter Slot Size Material
S Awl Int• ' [ht I 5 L.i K �► I
: Top�� Botto , 4
Ft. In. r 01 In. PVC.
(Streel Name, Numbers, Community. Subdivision. Los No., Parcel, TIp Cade)
C_y
;Top BoElom
_0�—
Ft._— -in In,
CITY:5 COUNTY
Top Bottom
Ft. In. In,
TOPOGRAPHIC 1 LAND?SETT (check appmprlate box)
/ ❑Valley ©Fla ❑Other
: 10. SANDIGRAVEL PACK:
LATITUDE 36 '� 7 _I'7 I �_" DMS OR 3x.7fX)cx%](xxx DD
Dapth
: Top J21. S' Botlomi •.Z
Size Material
Ft. �_
LONGITUDE �$8�SDS OR Z xxxx)bDD
:Top Bottom —Ft._
Latilude.4ongitude source: *BPS Dropographic map
; Top. Bottom
Ft.
(location of well must be shown on a USGS topo map andattached to
f�
this form If not using GPS)
11. GRILLING LOG
S. FACILITY (Name of the business where the well is located,)
Top Bottom
Formation Description
Facility Name Facility ID# (if applicable)
Street Address
City or Town State Zip Code
Contact Name
Mailing Address
City or Town State Zip Code
{�)
Area code Phone number
~6. WELL DETAILS:
a. TOTAL DEPTH: ft 6
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO#
C. WATER LEVEL Below Top of Casing: 32-93 F r+
(Use "+" If Above Top of Casing)
�q _. s. H Sa h d_
1 `
r
r
12. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RgS BEEN PROVIDED TO THE WELL OWNER.
NATURE OF CERTIFIED WELL CONTRACTOR DATE
To ON l DA!44A)
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW -1b
Stibfrlit the orig Ir)al to the pivisIon of Wator quality withln 30 days. Attn: Ilifurmativn Mgt., Rev. 11108
1617 Mail Servi:ge Center -- Raleigh, NC 27699-1617 horse No. (9i'9) 07-63t10

� rRSrAiE�
NON RESIDENTIAL WILL CONSTRUCTION RECORD
f North Carolina Department of Environment and Natural Resources- Division of Water Q1 i
'•r WELL CONTRACTOR CERTIFICATION # 3 `4 85`7"z
1. WELL CONTRACTOR: YO NN 4 o/� N' AA/
Well Contractor (Individual) Name
A E DRILLING SERVICES, LLC
Well Contractor Company Name
Two United Way
Street Address
Greenville _SC 29607
City or Town State Zip Code
8t 64 ) 288-1986
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(i(appilrahle)
SITE WELL ID #(if applicable) 141 LV 2&3 S
3. WELL USE (Check One Box) Monitoring Municipal/Public ❑
( Industrial/Commerclal ❑ Agricultural ❑ Recovery ❑ Injection ❑
?� Irrigation❑ Other ❑ (list use). r
]h� DATE DRILLED 11 -el- /O
4. WELL LOCATION-
jigs
OCATION•
j i g5 Pia- 4W aJ , RNs CfMk,lVc-
(Street Name, Numbers; Commurnity,,,,Su1tdMalon, Lot No., Parcei, Zip Code)
CITY: � S �f � � COUNTY
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
*Slope []Valley ❑Flat ldge ❑Other
LATITUDE 36 ' I'll ' 5.0A " DMS OR 3X.XXXXXXXXX DD
tr
LONGITUDE 030' LJ ' 9 DMS OR 7X,XXXXXXXXX DD
LatitudWtongitude source: @;PS OTopographic map
A flocarion of well mustbe shown on a USGS topo map andattached to
this form If not using GPS)
6. FACILITY {Name of the business where the well Is located.)
Facility Name Facility ID# (if applicable)
Street Address
City or Town State Zip Code
Contact Name
Mailing Address
City or Town State Zip Code
( i
-- �t1rAd,s�sie Phone number
d. TOP OF CASING IS °�I Above Land Surface"
"Top of casing to in ted atlor aw t�and surface may require
a variance in acc dance_*6 15A NCAC 2C .0118,
:a, YIELD (gpm): ---,.'1,/MMffHOD OF TEST,
f. DISINFECTION: Type/ Amount
g. WATER ZONES (depth):
Top
Bottom Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness!
:7. CASING:
Depth
Diameter
Weight Material
Tope
Bottomc14�6
FL ck"
PV
Top
Bottom
Ft.
Top
Pnttom_ _____
Ft.
a. GROUT: Depth Material Method
Top Q,� Botto Q S Ft. PP -MLR �+u TA
{ _
: Top Bottom Fl,
Top Bottom Ft.___ -
9. SCREEN: Depth Diameter Slot Slze Material
T 4- BottomFt. _l,In. I b r In,
Top Pottim _ Ft. In. in. _.._
Top Bottom Ft. In, In.
10, SANDIGRAVEL PACK:
Depth Size Material
Topda.s a'tt'm J. P Ft.-jtl _ —J 2 _
Top Bottom Ft.
ial, Flallom Ft.
11. DRILLING LOG
Top Bottom
. t� � 39'•8
. r
1
r
1
12. REMARKS:
Formation Dei19on
Hd V S44
6. WELL DETAILS; t DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
i5A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD hi S BEEN PROVIDED TO THE WELL OWNER.
a. TOTAL DEPTH;_ 3 .
b. DOES WELL REPLACE EXISTING WELL? YES ❑ N0*..��_ �1
NATURE OF CERTIFIED WELL CONTRA — DATE
c. WATER LEVEL Below Top of Casing: Je z✓ FT J`O N -N 7.o 04 � j
(Use "+" If Above Top of Casing) : PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW -ib
Submit the original to the pivislon of Water Quality within 30 days. Attn: lhforMatiorl Mgt., Rev. 11106
1617 Mail Service Center - Raleidlz, _NC 27699-1617 t�tione No. (9'f9) $07-6300

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and NaLLIMI Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3485-A
1. WELL CONTRACTOR: �-
vnvk h
Well Contractor (Individual) Name
A.E. Drillina Services, Inc.
Well Contractor Company Name
Two United W v_
Street Address
Greenville SC 29607
City or Town State Zip Code
( 864 ) 288-1986
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable)_ M W - eZG �{
3. WELL USE (Check One Box) Monitorings Municipal/Public ❑
Industrial/Commercial D Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 15 - I D
4. WELL LOCATION:
3195 Pine Hall Road. Belews Creek. NC 2700"
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Belews Creek COUNTY Stokes
TOPOGRAPHIC/ LAND SETTING: (check appropriate box)
❑Slope []Valley &Flat []Ridge DOther
LATITUDE 36 "�'e� 3#� ' DMS OR DD
LONGITUDE 80 °�' S�.'j" DMS OR DD
Latitude/longitude source; SPS []Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located.)
Facility Name Facility ID# (if applicable)
3.195 Pine Hall Rogd
Street Address
Belews Crppk NC 27009
City or Town State Zip Code
Fd Sullivan
Contact Name
P n Rox 379 9
Mailing Address
Charinttp NG 28237
City or Town State Zip Code
(980, 373-3719
Area code Phone number
6. WELL DETAILS: �i
a. TOTAL DEPTH: V '�
b. DOES WELL REPLACE EXISTING WELL? YES ❑ N0;
d. TOP OF CASING IS _., FT. Above Land Surface`
'Top of casing terminated allor below land surface may require
a variance Ina vrdance with 15A N CAC 2C.0118.
e. YIELD tgprn : z M THOD OF TEST
f. DISINFECT10W Type Amount
g. WATER ZONES (depth):
Top Bottom Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness!
7. CASING: Depth Diameter Weight Material
Top o. D" Battnln_ � L Ft. Z rh L' u C-
Top Bottom Ft.
Top Bottom Ft.
8 GROUT: Depth Material Method
Top Bottom Ft. ' f, -
Top Bottom Ff; +br'14 --
Top Bottom R.
9, SCREEN: Depth Diameter Slot Size Material
FvP-' 3 _ Bottom 3 k Ft. :L— In. 0, D) d in. to VL
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SANDIGRAVEL PACK:
DepthSire Material
Top 31 • Z mtnm `x'5.2- Ft. : Z &C4 V�'..
Top Bottom Ft.
Top Bottom Fl.
11. DRILLING LOG
Top Bottom
i 3.2-
3 2-
.2-32- 1. 9S
1
1
r
1
1
12. REMARKS:
Formation Descriptio
I❑
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
SIGNATURE OF CERTIFIED WELL CONTRACOR DA E —
e. WATER LEVEL Below Top of Casing: FT. ^-� John Gorman
(Use "+" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW -1b
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

. SYnaT, '4
i#
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3485-A
1. WELL CONTRACTOR:
G
Well Contractor (Individual) arae
A.E. Drilling Services Inc.
Well Contractor Company Name
Two United Way
Street Address
Greenville SQ 29607
City or Town State Zip Code
( 864 ) 288-1986
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMITI#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable). M Vy -, P- Q 4 S
3. WELL USE (Check One Box) Monitoring 10 Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 1 I — 16– Io
4. WELL LOCATION:
3195 Pine Hall Road. Belews Creek. NC 2700"
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Belews Creek COUNTY Stokes
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
C)Slope ❑Valley *Flat ❑Ridge ❑Oiher
LATITUDE 36 11.335 " DMS OR DD
LONGITUDE B0 °'43?' DMS OR DD
Latitude/longitude source: SPS []Topographic map
(location of well must be shown on a USGS topo map andattached to
this form if not using GPS)
5. FACILITY (Name of the business where the well is located )
Duke EELmy Relems Creeka
Facility Name Facility 10# (if applicable)
3195 Pine Hall Road -
Street Address
RP.IAws CrApk NO 27009
City or Town State Zip Code
Contact Name
,P 0 ROX31929 _ _-
Mailing Address
Charlotte __ _ NC 282,37
City or Town State Zip Code
(980.4 373-3719
Area code Phone number
d. TOP OF CASING IS �. S FT, Above Land Surface"
'Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): I) M�THOD OF TEST
f. DISINFECTION: Type & -/,4 Amount
g, WATER ZONES (depth):
Top _ . Bottom Top Bottom
:Top Bottom Top Bottom
Top . Bottom Top Bottom
Thickness/
= 7. CASING: Depth Diameter Weight Material
Top. r Bottom I+ Ft­;�—_
Top Bottom Fl.
Top Bottom Ft.
8. GROUT: Depth Material Method
Top rQ Baltom i (, S Ft.
Top t [,q Bottom) 4, S Ft.
Top Bottom Ft.
:9: SCREEN: Depth Diameter Slot She material
Top, Bnitam'---- Ft. 0,0 Am
Top Bottom Fl. in. in.
Top Bottom Ft. in, in.
10, SANDIGRAVEL PACK:
Depth Size Material
Top—&^Bottom 3 l•Z- Fr sal il,1
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom
D f 3
1
l
f
12. REMARKS
Formation Descrip. n
sL' l ; f f
6. WELL DETAILS: I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO THE WELL OWNER
a. TOTAL DEPTH:
b. DOES WELL REPLACE EXISTING WELL? YES O N040SIGNATURE OF CERTIFIED WEI_l. CONTRACIOR D E —
c. WATER LEVEL Below Top Of Casing: 10 Fr. John Gorman
(Use ";" if Above Top of Casing) PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW -1 b
Submit within 30 days of completion to: Division of Water Quality - Information Processing, Rev, 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone :[phone]

N. C. Deparcment of Human Resources
Division of Health Services
WELL COMPLETION RECORD
%APLETE AL INFORMATION L WFO N REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FARM TO THE
'ARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAN
.. J. BOX 2091. RALEIGH. N.C. 27602
NAME OF SCC-
ADDRESS:
DRILLING CONTRACTOR:
PERMIT NO.:
$�-03
OWNER (prints
0-70,5'Z- --z>0*:�F
REGISTRATION NO»
c90 /
Casing Type:
in. Grout Depth: from 0 too h, - dia. o, Z
Casing Depth: from ,,._0 to .3�� ft- - dia. in. Bentonite Seal: from -30. to `-' fr- - dia. -L2.?
Screen Type: • 9LQ7- o f.�.?rC�C /TIC dia, z in. Sand/Gravel PK: from 33' -) tos3� _ fc. - dis.
Screen Depth: from S u to �5. 0 ft - dies.in. Total Well Depth: from _�_ co �'� j ft. - di..
;tom
Sadc Water Lever �¢ feet from c
.<-1 op of cuing Date Measured
Yield (gpm): Method of Testing:
Casing is Z' feet above 4nd su
•
•
DRILLING LOG
DEPTH
am TO FORMATION DESCRIPTION
.e o -a - / C
REMARKS: /5 Lc% GG /S ,e v �.y�/.�%¢'T
EIS 1542 ((./Ail
SIGNATURE

2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station
WELL ABANDONMENT RECORDS
SynTerra

WELL ABANDONMENT RECORD
This form can be used for single of multiple Nvells
1. Well Contractor Information:
Lewis LeFever
Well Contiactoi Name loi Well ov,nei personally abandoning well on his/hci piopeirv)
2480-A
NC Well Contiacttn Ceiufication Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #: _
I.m all upplreuhle a ell po mil, o e Cowil , Jwie, f arrauee, hpecium• etc ) r/knutrn
3. Well use (check well use):
Water Supply Well:
0 Neat Cement Grout
❑Agl icultural
❑Municipal/Public
❑Geothermal (Heating/Cooling Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
❑Residential Water Supply (shared)
❑Irrigation
❑ Bentonite Slurry
Non -Water Supply Well:
0 Monitoring
❑ Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
L1 Aquifer Test
❑ENperimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling Return
❑Groundwater Remediation
❑Salinity Barrier
❑Stonnwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 7g)
4. Date well(s) abandoned: 1/19/2017
5a. Well location:
Duke Energy
Facility/Owner Name Facililv ID', (ifapplicable)
3195 Pine Hall Rd. Belews Creek, NC 27009
Physical Address. City, and Zip
Stokes
County
Parcel Identification No (PIN)
ib. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
Foi Internal Use ONLY
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 1
hin• mulliple mlection or noir-ualer .t upph i, ells ONLY uilh /it, euma
cnlca•ue 11111 ahrrndnnmell Iou urn tuhnul one lrrr ur
7b. Approximate volume of water remaining in well(s): 625
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
0 Neat Cement Grout
0 Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Gi out
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain undet 7g)
71'. For each material selected above, provide amount of materials used:
20 lbs. of chips
10 gallons of neat cement
7g. Provide a brief description of the abandonment procedure:
Filled screened interval with bentonite chips.
Tremie grouted neat cement to the surface.
Cut well below grade.
Removed surface completion.
8. C'ertificatioo:
1/29/2017
Signaiu[C. nt'Ceff .e11 Contractor or Well Owner Date
By signing this form. I hereby cerlo- that the well(s) was (were) abandoned in
accordance with 15.4 NCAC 02C,0100 or 'C 0200 Well Construction Standards
and that a copy of this retard has been provided to the well ouster.
(if well field, one lalilong is Sti IClent) 9. Site diagram or additional well details:
36.293888 -80.064343 W You may use the back of this page to provide additional well site details or Well
abandonment details You may also attach additional pages if necessary
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED SUBMITTAL INSTRUCTIONS
allach well c•onwruclum recurd(s) r/ aratluhle For multiple urleelmn or non -haler rupplt
lel/.c ONLY a nh die varve c(insimmon ahaldoninew, inn can suhimi ane la•m 10a. For All Wells: Submit this form within 30 days of completion of Well
6a. N'ell IDk:
GWA-4D abandonment to the following
6b. Total well depth: 69'0 .ft.)
6c. Borehole diameter: 2'0 '(in.)
6d. Water level below ground surface: 30.0
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to sending die form to the address in I0a
above, also submit one copy of this form Within 30 days of completion of well
abandonment to the following
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Iniection Wells: In addition to sending the form to
6e. Outer casing length (if known): 1-ft.)the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
6f. Inner casing/tubing length (if known): 64'0 (ft) where abandoned
6g. Screen length (if known): 5'0 ift,l
Foi in GW -30 Nwth ('awlina Department of Environment and Natuial Resource; — Division oI Watei R05011r1'e5 Revised. August 20133

WELL ABANDONMENT RECORD
This form can be used for single or multiple wells
L Well Contractor Information:
Lewis LeFever
Well Connactoi Name Ioi well owner peisonaIly abandoning well on IIis/lie I piopeIry)
2480-A
NC Well Contiaetoi Certification Number
Parratt-Wolff, Inc.
Contpam Name
2. Well Construction Permit N:
/ rel all aly,lrcuhle well pernim Ir e t •ounnt .Nine. f Lr• ln,er lnleeuon. elc I rl knm v?
3. Well use (check well use):
Water Supply Well:
❑Ag1 icultural
❑Geothermal (Heating/Cooling Supply)
❑ Industrial/Commercial
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
❑hri atton
Non -Water Supply Well;
M Mon llol i ng 09ce.Pvery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal Illc.,tin ;['nnlirtg Room
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other lexplam under 7,• 1
a. Date well(s) abandoned: 1 /19/2017
5a. Well location:
Duke Energy
For lureinal Use ON L)
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 1
Hirr rrudllph• mirumn ar IInu-u tiler supph cells ONLY irnh the eurnc
c•nnclrurlron uhundonnre116 ,•(Iu c'uII euhm l (IIIc /urm
7b. ,approximate volume of water remaining in well(s): 5.5 Ifni:)
FOR IVATER St'PPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
ID Neat Cement Grout
ID Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Grout
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain under 72)
7t: For each material selected above, provide amount of materials used:
20 lbs. of chips
7.5 gallons of neat cement
7g. Provide a brief description of the abandonment procedure:
Filled screened interval with bentonite chips.
Tremie grouted neat cement to the surface.
Cut well below grade.
Removed surface completion.
Facility/Owner Name Facility IDi; (ifapplicablel 8• t erliiiC R:
3195 Pine Hall Rd. Belews Creek, NC 27009-- 1/29/2017
Physical Address. City, and Zip fnfurc )t-Crii(wd'Ckctl Contractor or Well Owner Date
Stokes jJ/Liv signing this form, I hereby cerlif • that the well(s) was (irere) abandoned in
County Parcel Identification No (PIN) accordance with 15.4 NCAC 02C_0100 or 3C. 0200 Well Construction Standards
and that a copy of this record has been provided to the well owner.
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(il\well field. one lat/long is sufficient)
36.291171 N -80.065812
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
W abandonment details You may also attach additional pages if necessary
CONSTRUCTION DETAILS OF WELL(Sl BEING ABANDONED
A leach well c•onvlruction recrwd(v) tl armlahle Vor nrulnple mlecnem or noir-wider arppll'
welts ONLY with the seune consnvction abondonnrem. r oII (m, .submil one lorm
6a. Well ID#: GWA-5BR
6b. Total well depth: 55.5
6c. Borehole diameter: 2.0 (im)
6d. Water level below ground surface: 20.0 ift.):
SUBMITTAL INSTRUCTIONS
10a. For .all Wells: Submit this form within 30 days or completion of well
abandonment to the following
Division of Wafer Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: in addition to sending the tann to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following.
Division of Rater Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Supply & Inliection Wells: In addition to sending the form to
tie. Outer casing length (if known): 5 (ft.). the address(es) above- also submit one copy of this form within 30 days of
complenon of well abandonment to the county health department of the county_
6f. Inner casing/tubing length (if known): 50.5(ft.)where abandoned.
6g. Screen length (if known): 5.0 {ft.)
Form GNV-30 North Carolina Department of EnN honinent and Natwal Resowces - Division of Watei Resowces Revised August 201=

WELL ABANDONMENT IZEC'ORD
This form can be used lin swuie of multiple wells
L Well Contractor Information:
Lewis LeFever
Well Connactoi Narne for well owner personally abandoning well on hrsrher property)
2480-A
NC Well Cmmactoi Celnticati011 Number
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
l mq all upplreahle irell pernnls o e r bm ii'. Sww. I ramume, lnleamn. err ) N known ....-
3. Well use (check well use):
Water Supply Well:
❑Agi icultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑hri ation
Non -Water Supply Well:
PlMonitoring ❑Recovery
rnlecuon vien:
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
Ll Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
[-]Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal (Hearin /Cooling Return)
❑Other (explain under 7g)
4. Date well(s) abandoned: 1/19/2017
5a. Well location:
Duke Energy
Facility/Owner Name Facility ID# lil'applicable)
3195 Pine Hall Rd. Belews Creek, NC 27009
Physical Address. City. and Zip
Stokes
County
Foi Internal Use ONLY
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 1
bor multiple mµ•cruur or ncrrr-n girt supph welt, ONLY rrrlh rhe earn,
canarw unu at ndwimew. i ou can euhnni onr lor'm
7b. Approximate volume of water remaining in well(s): 9.5 (gal.)
FOR WATER SUPPLY WELLS ONLI':
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
❑ Neat Cement Grout M Bentonite Chips or Pellets
❑ Sand Cement Grout ❑ Dry Clay
❑ Concrete Grout ❑ Drill Cuttings
❑ Specialty Grout ❑ Gravel
❑ Bentonite Slurry ❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
20 lbs. of chips
12 gallons of neat cement
7g. Provide a brief description of the abandonment procedure:
Filled screened interval with bentonite chips.
Tremie grouted neat cement to the surface.
Cut well below grade.
Removed surface completion.
8. Certiftcuti [
1/29/2017
+Wq[enfCcctr: Wcti Contractor or Well Owner Date
BY signing this form. / hereby cerl• that the wells) was (were) abandoned in
Parcel Identification No (PIN) accordance with 15A NC4C 02C.0100 or 2C.0200 117ell Construction Standards
and that a copy of this record has been provided to the well owner.
ib. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
lit well field, one lat/long is sufficient)
36.291171 N -80.065812
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
W abandonment details You may also attach additional pages if necessary
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
faach well concuvmenon ieenrdw it mvudahle For multiple umleclnm or iron -water vupph,
u ells ONLY %rah the .came conslm ucnon uhundwitnew rnu can +uhrnrl one /a'nr
6a. Well ID#: GWA-5BR-2
6b. Total well depth: 85'0 Ift.)
6c. Borehole diameter: 2'0 lin.l
6d. Water level below ground surface: 20'0
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this torin within 30 days of completion of well
abandonment tothe following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this torm within 30 days of completion of well
abandonment to the Following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
6e. Outer casing length (if known): 410c. For Water Supply & Infection Wells: In addition to sending the Conn to
(ft.) the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
6f. Inner casing/tubing length (if known): 80'0 Ift.) where abandoned
6g. Screen length (if known): 5.0 (ft.)
Form GW -30 North Carolina Department of Environment and Natural Resources — Division of Water Resources Revised August 2013

WELL ABANDONMENT RECORD
This form can be used ter single or multiple wells
1. Well Contractor Information:
Lewis LeFever
Well Conuactoi \ante tot well owner personally abandoning well on his/het ptopeuy)
2480-A
NC Well Conuactoi Certification Numbei
Parratt-Wolff, Inc.
Company Name
2. Well Construction Permit #-
I rel all applicable tall pernnv (r e Onmiv, stale, l ferrate. Injection, en ) if knutrrr
3. Well use (check well use):
DAD icultural
❑ Municipal/Public
❑Geothermal (Heatmg/Coolina Supply)
❑Residential Water Supply (single)
❑Industrial/Commercial
[]Residential Water Supply (shared)
❑lrn fStton
❑ Gravel
Non -Water Supply Well:
❑ Other (explain under 7g)
D Mon itorirtg .
[ J Recovcty
Injection Well:
❑Aquifer Recharge
❑Groundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
EJ Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
❑Subsidence Control
❑Geothermal (Closed Loop)
❑Tracer
❑Geothermal IHeatinglCt,u.tlmg Rctuntl
❑Other {explain under 7g
4. Date well(s) abandoned: 1/19/2017
5a. Well location:
Duke Energy
Facility/Owner Name Facilitv IDI! (ifapplicablel
3195 Pine Hall Rd. Belews Creek, NC 27009
Physical Address. City. and Zip
Stokes
County
Foi Intrental Use ONLY
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: t
him• mulaple irjeclion ar non-uoer eippli Iell, ONLY ❑r!h dee -Inc
c nnsu-rjNmrr ahandonmrnt roll can ruhnuj one form
7b. ,approximate volume ofivater remaining in well(s): 5.5 (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. ,amount of disinfectant used:
7e. Sealing materials used (check all that apply):
2 Neat Cement Grout
2 Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Grout
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain under 7g)
7t: For each material selected above, provide amount of materials used:
20 lbs. of chips
7.5 gallons of neat cement
7g. Provide a brief description of the abandonment procedure:
Filled screened interval with bentonite chips.
Tremie grouted neat cement to the surface.
Cut well below grade.
Removed surface completion.
8. C'ertificxt' .
1/29/2017
alurc ul'Ccn -Well Contractor or Well Owner Date
Br signing this form. / hereby cert fti• that the rvell(s) teas (were) abandoned in
Parcel Identification No. (PIN) accordance with 15A NCAC 02C _0100 or 2C.0200 [tell Construction Standards
and that a copy of chis record has been provided to the tee// tuner.
5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field. one lar/long is sufficient)
36.291171 N -80.065812
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
W abandonment details You may also attach additional pages if necessary
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
Atwell it can,clruclmn record(s) !f available hire nnrhgrle Injection or non-,raler.,npp(r
tre//.v ONLY it dee ,varne conclrncluur uhrrndunlnrnl.3r it coil subnnl ore form.
6a. Well ID#: GWA-5D
6b. Total well depth: 54.5 (ft.)
6c. Borehole diameter: 2'0 (in.)
6d. Water level below ground surface: ,20'0 (ft.)
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this term within 30 days of completion of well
abandonment to the following
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to sending the form to the address in l0a
above, also submit one copy of this Form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
loc. For Water Supply & Infection Wells: In addition to sending the form to
6e. Outer casing length (if known): (ft.) the address(es) above_ also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
6f. Inner casing/tubing length (if known): 50.0 (ft.) -o-here abandoned
6g. Screen length (if known): 5.0
Fri tit GW -;0 Not ill Carolina Depait hent of Enviionnrent and Natural Resources- Division ofWatet Resources Revised August 2013

WELL ABANDONMENT RECORD
This form can be used fol single or multiple wells
I. Well Contractor Information:
Lewis LeFever
Well Conuactoi Name for well owner personally abandoning well on his/her property)
2480-A
NC Well Crnmactoi Ceitification'Numbei
Parratt-Wolff, Inc.
Compam Name
2. Well Construction Permit #:
l ivi all applicable hell perma, o e Coanm, .Slate. I or•rom" hileciam, crc.) rl knoun
3. Well use (check well use)!
Water Supply Well:
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑irrigation
Nan -(Vater Supply Well:
OMonitoring ❑Recovery
❑Aquifer Recharge
F1 Aquifer Storage and Recovery
71 Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Groundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (�x lu;tt under 7g)
4. Date well(s) abandoned: 1/19/2017
5a. Well location:
Duke Energy
Facility/Owner Name Facilitv IDk (ifapplicable)
3195 Pine Hall Rd. Belews Creek, NC 27009
Physical Address. City. and Zip
Stokes
County
For Intel nal Use ONLY
WELL .ABANDONMENT DETAILS
7a. Number of wells being abandoned: 1
bor nudnple nrleclian or roti -limier mgph cells ONLY uilh the -im,
eonvrruc non ahondoljwenl. l nu con suhma ane tur•rn
7b. Approximate volume ofwater remaining in well(s): 3.0 (gal )
FOR WATER SUPPLI WELLS ONLI
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply):
❑ Neat Cement Grout
0 Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Grout
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
20 lbs. of chips
5 gallons of neat cement
7g. Provide a brief description of the abandonment procedure:
Filled screened interval with bentonite chips.
Tremie grouted neat cement to the surface.
Cut well below grade.
Removed surface completion.
8. C.kr0ficaO< n:
rattrrr ofUt t all Contractor or Well Owner
1/29/2017
Date
B , .rrgn)ng this forst. l hereby cera& that the irelltal was tivere) abanrfnned in
Parcel Identification No (PIN) accordance with I5A NCAC 02C .0100 or 2C .0200 11 ill Cmmi-action Standards
and that a copy of this record has been provided to the hell owner.
ib. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field. one lat/long is sufficient)
36.291171 N -80.065812 W
CONSTRUCTION DETAILS OF WELL(SI BEING ABANDONED
.allach irell c•ons1rucnon recordty) it aradahle For nnduple Intecllon or rinn-u•umr sapph
ut'//.v ONLY uvh dre same consmlicuon ahondonnrew. I on can subma one fin -on
6a. Well ID#: GWA-5S
6b. Total well depth: 38.0 (ft.l
6c. Borehole diameter. 2.0 _(i n.)
6d. Water level below ground surface: 20.0 _.. (ft..)
9. Site diagram or additional well details:
You may tFsc the back of this page to provide additional well site details or well
abandonment details You may also attach additional pages if necessary
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
lob. Far Inllrdolle Nelle: In addition to striding the form to the address in l0a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Suvaly & I.n.ieclion Weils: In addition to sending the fc)rtn to
6e. Outer casing length (if known): (.ft.) the address(es) above. ulsct submit one copy of this form within 30 .days of
completion of well abandonment to the county health department of the county
where abandoned
6f. Inner casing/tubing length (if known): 23.0
6g. Screen length (if known): 5.0 ijft•1
For m GW -30 North Carolina Department of Environment and Natural Resources - Division of Water Resources Revised August 201 3

WELL ABANDONMENT RECORD
This form can he used fol snsle o1 multiple wells
L Well Contractor Information:
Gary Ellingworth
Well Contu:cloi Name lot well omiel peisonally abandonutg well an his/her pigw[v)
3367-A
NC Well Conuactol Certilicaoon Aumbel
Parratt-Wolff, Inc.
Cumpam Name
2. Well Construction Permit #:
I/,/ ol/ upphrnhle "M pennrl, it e I maai, .1ium. tartan- Meernuu ea I r/ knutrn
3. Well use (check well use):
Water Supply Well:
❑Agl Icultulal ❑iVlunlcrpal/Public
❑Geothermal (HeaunJCoolutgSupply) ❑Residential WaterSupply (SInJe)
❑Industrial/Commercial ❑Residential Water Supply (shared)
❑ II I igation
Non -Nater Supply Well:
V Monitor 111.2 ❑ Recoven-
❑Aquwtei Recharge
CAquifei Storage and Recover,
CAqulfer 'I est
CFxperimcntal Technolom
7-6eoihermal (Closed Loop)
--Geothermal (Heaun2/Coolin2 Re[urn
a. Date well(s) abandoned: 9/22/15
Sa. NA ell location:
Duke Energy
❑Groundwater Remediation
CSaluntN Barrlei
❑Slormwatel Drainage
GSubsidence Control
GTracer
❑Other (explain under 7.2)
FacililvrUwnci Name FacIIIIN IU -(i1 applicable
3195 Pine Hall Rd., Walnut Cove, NC 27009
Physical 4ddress City and /ip
Stokes
CoUlIN
Paicel ldenulluruon\D IPIN)
nb. Latitude and longitude in degrees/minutes/seconds m• decimal degrees;
I it Hell field one lal lone IS ;utliaentl
36.296982 N -80.075188
Foi Internal t -se ONL\
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned-, '
Fur uirluph rrijcerrnn ur Harr -u.211.21 ipph I, it,, ONLY I. We it,, visor
inmrr uaunri 1011 run tuhnnl and /nrw
7b. Approximate volume ofivater remaining in well(s): {gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apple):
r Neat Cement Grout ❑ Bentonite Chips or Pellets
❑ Sand Cement Grout ❑ Dry Clay
C Concrete Grout C DI III LnttIlILS
❑ Speclaltti Grout
* Bentonite Slurry
El Gavel
❑ Other (cxplam under 7L,.)
71'. For each material selected above, provide amount of materials used:
3.8 gal.
7g. Provide a brief description of the abandonment procedure:
Tremied slurry and topped off as it settled.
R. ( m4itiralion:
9/29/15
SI-Inatuic of C ernlied Well Conuactoi o1 AVe vnel Date
Br srgnidbg�is Byrn I here' cert,/i tluu the wellies/ treys (itere) uhcnnloned Ill
accordance tt ith 15 a VC JC 02C 0/00 or 2C 0200 If'ell Cmistructmn Standards
mrd that (r eopi of 1h1Y record has been pr ovided to the hell owner
9. Site diagram or additional well details:
You mal, use the back of this page to provide addluonal well site details ol well
AN abandonment details You Inas also attach additional pages if necessary
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
tnaJt Hell rune rnnrrun rerarJr,r r/ uladuhle Fier nrrrinhlc ngdrnu❑ nr• ,rrpph
n gill 0%LY a rdr dIL' ,urur ,un,n Aman uhrrndunnrdrr( I nu rim rubrru! urr_, lump
6a.NNellID#: MW -102D
6b. Total well depth: 23'75 Ift.)
6c. Borehole diameter: 2'0 (in.)
6d- Water level below -,round surface:
BMITTAL INSTRf CTIONS
IOa. For ,All NN ells: Subnrrt this tbrm within 30 days of completion of \sell
abandonment to the tbllowmg
Division ofWater Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
lUb. For Infection Wells: In addition to sendrn2 the Conn to the address In 10a
above- also submit one copvof this tixm within 30 dav_ s of completion of well
abandonment to the followm2
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
I0c. For Water Suuuly' & Iniection Wells: In addition to sending the form to
fie. Outer casing length (if known): Ift.) the address(es) above, also submit one cope of this form vvrthln 31) days of
completion of well abandonment to the county health department of the count
6f. Inner casing/fulling length (if known): (ft.) where abandoned
6g. Screen length (if knovr n): Ift,t
Fal nt GW -,n \Drill UmAna Dcpalunnu Df E, n,nI _ [ and Natural Resew xs - Drn[sain of Watt Rciou ce R�N Iscd Nu_u;t 20 1

WELL ABANDONMENT RECORD
This form can be used fol s1112le or multiple Wells
I. Well Contractor Information:
Gary Ellingworth
Well Cnnuictnr \ante loi well owner personally abandoning well on his/Ilei propenyl
3367-A
V(' Well Crnwactoi Ceitilication Aumbei
Parratt-Wolff, Inc.
( ontpam \•ante
2. Well Construction Permit #:
I m all apphlohle v ell permit n ; ('morn, Brine 1 o6am, /nlel inn 1i1 1 it koi )I
3. Well use (check well use):
Water Supply Well:
❑Agi icultulal ❑Municipal/Public
❑Geothermal Mean nJCoolIng Supply) ❑Residential Water Supply (single)
❑Industrial/Commeicwl ❑Residential Water Supply(shared)
❑ li l l2ation
Non -Nater Supply Well:
❑Monitorinu Ll Recover
-Aquifer Rechaige
❑Ayuifel Storage and Recovery
❑Ayuttel Test
_Experimental Technoloev
❑Geothermal (Closed Loop)
CGeothernial (Ficaun2l'Coo11112
❑Groulld%Aater Remediation
❑Sahnrty Barrier
❑Stormv%:Ater Dralnauc
❑Subsrdcnce Control
❑Tracer
Return) ❑Other (eNplain undei
4, Date well(s) abandoned: 9/22/15
Sa. VA ell location:
Duke Energy
f aalitv(1%e new Name F.ulilitt ID= otapphi ablei
3195 Pine Hall Rd., Walnut Cove, NC 27009
Physical 4ddre,s Ciry and Zip
Stokes
Count} ParcelldennticauouAo (PIX)
Sb. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
III %`,ell held one luf lone Is suRicientl
36.296982 N -80.075188
CONSTRUCTION DETAILS OF WELL(S) BEING ABANDONED
1101!1 aJl 111mn 11111111/[/ 1/ cnuilohlc Pin• nulhlpll rnrtrlrurr n" Iron -voles apf,h
u clh 0AT F n nh IhJ tion-' 01-11 u< nun ahnnJnrrrndnl r 1111 c cur ,abnnl on., fol n?
6a.Well ID#: MW -102S
6h. Total well depth: 12.50 eft.)
6c. Borehole diameter: 2'0 fin,)
6d. Water level below ground surface:
6e. Outer casing length (if known): Ift.)
6f. Inner casing/tubing length (if known): Ift.)
6g. Screen length (if known): Ift.)
Foi luteival t se ON LY
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: I
!•in' oulN1!'f1 mµ'lnun m fru-wal". eilpph
ua1111 tic llnn alttni11niple L! I r tl ulll Hlhnlll l:N1' fol 111
,I M, ONLY n rlh da .,,,IIIc
7b. Approximate %olume of water remaining in well(s): (gal.)
FOR WATER SVPPL\ WELLS ONt Y:
7c. Type of disinfectant used: .
7d. Amount of disinfectant used:
7e. Sealing materials used (check all that apply)
❑ Neat Cement Grout
❑ Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Glout
❑ Drill Cuttings
❑ Specialtl Grout
C Giavel
u Bentonite Slmr)
❑ Other (explain undei 7«)
7f. For each material selected above, provide amount of materials used:
2 gal.
7g. Provide a brief description of the abandonment ptucedure:
Tremied slurry and topped off as it settled.
H. 1 e4ificafill n: r
9129115
Ali
�l tl l Ute ctliticd 14111 f I'll n, i CIH or Wcl1 tlµ•ncr I 10
_ 1
Bt sl-
,,�rnrg this tam l 4q,eht celtill that lire trellis) ,cos hrere) ahandoned n?
accorclnnca 11,11/1 15 a VCAC 02C 0100 or 'C 0200 Well Cons/r-ocOor Swndrlr•dr
and that a color of tins reeol-d liar heeol prodded lo lire [cell owner
9. Site diagram or additional well details:
You may use the back of this page to pro%ide additional %%ell site details o1 v%ell
ahandonlnent details You may also attach additional pages if necessary
SL BAIIVI,AL INSTRI CTIONS
10a. For All Wells: Suhmrt this [61 in within 30 da\s of completion of %\ell
abandonmutt to the follov%mg
Division of%Aater Resources, Information Processing t nit,
1617 Mail Ser%ice Center, Raleigh, NC 27699-1617
10b. For Infection Wells: In addition to SCIldioU the form to the address in 10a
abuse_ also submit one cops or this tbrm %vrthm 30 days of completion of v%ell
abandonment to the follov%Inz
Division of Nater Resources, 1- nderground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Suouly & Iniection Wells: In addition to sending the form to
the address(es) abo%e, also submit one cope of this form within 31) days of
completion of well abandonment to the county health department of [lie count
%\here abandoned
Form G\1"-;0 \c,oh C'aiolina Depaiunenr of EI nonlllen[ .-rid \awial Reilllll:ei — DI%51n11 or\Catei Re$OOI"SS RC%I'A \ueu,r. 201 ;

2017 Comprehensive Site Assessment Update October 2017
Belews Creek Steam Station
SOIL SAMPLE AND ROCK CORE PHOTOS
SynTerra

graphs

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
4
„•T
P
z 3;
_. DkZE Siq fir,
TMIS = l3 =33
7GP1'H= /0.0 - II•S
`� Ric GNcrt�s) 1[0
Photo 1 —Ash Basin Boring A13 -1S. Sample SS -1, Dated 5/9/15, Depth 10.0'— 11.5'.
t _
tic
13=q%
r !J STH 15. o -16 • S FT i.
::.,.
F.FC t NCN�:S) a 149
�
SLOWS:
t
Photo 2 — Ash Basin Boring A13 -1S. Sample SS -2, Dated 5/9/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
1

-
��" err.... �.
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
4#
r °
IF
-r1Mb 1q: o°
!XfT"' 20.0 - 21'S Ff
I LICC ILcW two - • 1 %
Photo 3 — Ash Basin Boring AB -1S. Sample SS -3, Dated 5/9/15, Depth 20.0'— 21.5'.
3 4 5 G 7 8 IF
/ rS ATE1 .CW s
F tr J4 AN 19'
sly [rs�
"ilMb IC{: o
i D 'ff�r I
Photo 4 — Ash Basin Boring A13 -1S, Sample SS -4, Dated 5/9/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
2

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
-2---A 4 5 ,6 .. .7
2.1.1- -3, Ah 5 G 7 8,. tiJ70 71. 1F 1
Photo 5 — Ash Basin Boring AB -1S. Sample SS -5, Dated 5/9/15, Depth 30.0'— 31.5'.
SITE
bagw S CPCCK
$a'04
AS- 1SY
b* -M :
S i si i i r
-T1M6 : t
Iy : t15
DG":
-95-0 -36.5 ff
ILIECowta) = 1%
Photo 6 — Ash Basin Boring AB -1S. Sample SS -6, Dated 5/9/15, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
3

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
SITE -.
F.O'ews C(ic6K
9-6004=
AN -19'
bkiE:
Slg11f
7046 :
IS: 00
DUPM=
Y0-0 -iffy PT
RIEc Crwta) . I $
9 ows:
10- 1'x-1+
Photo 7 — Ash Basin Boring AB -1S. Sample SS -7, Dated 5/9/15, Depth 40.0'— 40.5'.
3 4 s 1F..i`• �
SITE F.RLEW S C{?csK
&a1PJ4 AR - 1,S1 -
Photo 8 — Ash Basin Boring A13 -1S. Sample SS -8, Dated 5/9/15, Depth 45.0'— 46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
4
t

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
IF
1
i
S tTE ?A%CW S CPCCK
J4' A?,- ZS'
�lM6 � J5:3ca
RFC LrNc�s7 •• �-3
-:w5= i 15'35
Photo 9 — Ash Basin Boring AB -1S. Sample SS -9, Dated 5/9/15, Depth 50.0'— 51.5'.
.2 ..,..__, .3 4
IL
T � rs7,0 �J 7•i �� 7r .r '+
AM
1lt4s :yam
Photo 10 — Ash Basin Boring AB -1S. Sample SS -10, Dated 5/9/15, Depth 55.0'— 56.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
5

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
r i _
-:z-�
ITE
�7GQQir�'r� S ��`4+�iK
"TIME
q:©0
D6rM=
w•�-615 �-r =
7}•i
`' Nd s C � �v .✓' r
Photo 11 — Ash Basin Boring AB -1S. Sample SS -11, Dated 5/11/15, Depth 60.0'— 61.5'.
• � 9
.� ITE
' 'TIM6 5
Du hm : - G16. S
r
1F
E�
Photo 12 — Ash Basin Boring A13 -1S. Sample SS -12, Dated 5/11/15, Depth 65.0'— 66.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
6

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
SITS
MW1JS CRCEK
10 -o -31S IFfi
R.�c tENc,J ; .ham
Photo 13 — Ash Basin Boring AB -1 S. Sample SS -13, Dated 5/11/15, Depth 70.0'— 71.5'.
Photo 14 — Ash Basin Boring AB -1 S. Sample SS -14, Dated 5/11/15, Depth 71.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
7

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
1
Photo 1 — Groundwater Assessment Well AB -1 D. Box 1 of 1, Dated 5/19/15, Depth 71.0'— 85.35'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
�A
Photo 1 — Background Boring AB -2S. Sample SS -1, Dated 5/9/15, Depth 0.0'— 5.0'.
S[TEl.�MIS
}
S tTE :
P�;I.EW i CIZE6K
R,atu�4 �
Prl3 - 2 S
? IMG
71MF �
II��f�
REc ow—tw) '- I$
I itcr. GNctW) If AWN Att4CjL
9LOws'.
NIA 1
�A
Photo 1 — Background Boring AB -2S. Sample SS -1, Dated 5/9/15, Depth 0.0'— 5.0'.
S[TEl.�MIS
CISK
At',' _ Z S,
DkTE :
S�q I!f
? IMG
%ply :.
o
REc ow—tw) '- I$
Photo 2 — Background Boring AB -2S. Sample SS -2, Dated 5/9/15, Depth 4.0'— 5.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
9

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Rb&v 3 -,4
Rct i • 1
Photo 1 — Ash Basin Boring AB -2. Sample SS -2, Dated 5/9/15, Depth 5.0'— 6.5'.
17
f5,,akPuls Cy, ete-
JS log., 3. 6. 5 �)k)
J&C- I'.Z
Photo 2 — Ash Basin Boring A13-2. Sample SS -3, Dated 5/9/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
10

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
• 6 5 R
. i an 17 re
n, e:
- flew 'S � � C► �-)
IC'cc � 5
Photo 3 — Ash Basin Boring AB -2. Sample SS -4, Dated 5/9/15, Depth 20.0'— 21.5'.
Pat
f'
►ry, e, : I l_: 5 5
Photo 4 — Ash Basin Boring A13-2. Sample SS -5, Dated 5/9/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
11

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Y 5 6 7 13_'
2-- L)
10 V4 f ..." Q +)
r-ec 1.3
Photo 5 — Ash Basin Boring A13-2, Sample SS -6, Dated 5/9/15, Depth 35.0'— 36.5'.
e. 4
. Z` t..�
Photo 6 — Ash Basin Boring A13-2. Sample SS -7 Dated 5/9/15, Depth 40.0'— 41.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
12

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 7 — Ash Basin Boring AB -2. Sample SS -8, Dated 5/9/15, Depth 45.4'— 46.5'.
15 17 18 10
S q
Photo 8 — Ash Basin Boring A13-2. Sample SS -9, Dated 5/9/15, Depth 50.0'— 51.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
13

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�� ��� ► 5 5 to S 6. S � -
LO C
nN 5'15
A.
f'G
Photo 9 — Ash Basin Boring AB -2. Sample SS -10, Dated 5/9/15, Depth 55.0'— 56.5'.
_2
21- L) - --
B &kI , (go
J. n, e : 13' 4-0
R to 44v 3 S . 6, (; 0
_ Rot I Z)
Photo 10 — Ash Basin Boring AB -2. Sample SS -11, Dated 4/9/15, Depth 60.4'— 61.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
14

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
40
Photo 11 — Ash Basin Boring AB -2. Sample SS -12, Dated 4/9/15, Depth 65.0'— 66.5'.
all
a•
esuj f Cv- ce-
49
MP -
Ap
h
'3-5-703).
Photo 12 — Ash Basin Boring AB -2. Sample SS -13, Dated 4/9/15, Depth 69.0'— 69.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
15
1
V

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
i 3►.
WRW,
7.r
a 3 n qel 1
a . Q. 10
i -754-76-S
Photo 13 — Ash Basin Boring AB -2. Sample SS -14, Dated 4/10/15, Depth 75.0 — 75.5'.
to
rh
D (34
-
L�
.n eW°.��Mtivrl ry.iv�4 l1l
Photo 14 — Ash Basin Boring AB -2. Sample SS -15, Dated 4/10/15, Depth 80.0 — 81.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
16

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
13 14 1S ii:+ t7 1$ M_
` 0 19 20
A&
Vin, e_ [0'3�
AW -7
;iQec �. � • S
Photo 15 — Ash Basin Boring AB -2. Sample SS -16, Dated 4/10/15, Depth 90.0 — 91.5'.
_-
Pk&,
!ice �. � • 5
Photo 16 — Ash Basin Boring AB -2. Sample SS -17, Dated 4/10/15, Depth 95.0 — 96.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
17

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
C,a. � 'I al(s
-Tith e 4
Blow- � � � <1 x(62 .
Photo 17 — Ash Basin Boring AB -2. Sample SS -18, Dated 4/10/15, Depth 100.0 — 101.5'.
JIP���
lee c ' 2 =
Photo 18 — Ash Basin Boring AB -2. Sample SS -19, Dated 4/10/15, Depth 105.0 — 106.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
18

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 19 — Ash Basin Boring AB -2. Sample SS -20, Dated 4/10/15, Depth 110.0 — 111.5'.
i
16
Pate, 4/1l /1
'Tio) : 8=x 0'
.RIP�s. 3 • -G �� �.�
` j'
Photo 20 — Ash Basin Boring AB -2. Sample SS -21, Dated 4/10/15, Depth 115.0 — 116.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
19

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
omJnv 'ft LAeWm- -.
f . • E
Pa -e: Lf/I1 !1
: X30
Apt A'.,.111 -
Photo 21 — Ash Basin Boring AB -2. Sample SS -22, Dated 4/10/15, Depth 120.0 — 121.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
20

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well AB -2D. Box 1 of 1, Dated 5/20/15, Depth 124.0'— 139.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
21

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Ash Basin Boring AB -3D. Sample SS -1, Dated 4/14/15, Depth 5.0'— 6.5'.
AA -39 .
Photo 2 — Ash Basin Boring AB -3D. Sample SS -2, Dated 4/14/15, Depth 10.0'— 11.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
22

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
fy
r . 5 Ur
6 --7 (a)
Photo 3 — Ash Basin Boring AB -311). Sample SS -3, Dated 4/14/15, Depth 15.0'— 16.5'.
Photo 4 — Ash Basin Boring AB -3D. Sample SS -4, Dated 4/14/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
23

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
l: Aev
W. a �ir�s� ai' res
SAS
Photo 5 — Ash Basin Boring AB -3D. Sample SS -5, Dated 4/14/15, Depth 30.0'— 35.5'.
Photo 6 — Ash Basin Boring A13 -3D. Sample SS -6, Dated 4/14/15, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
24

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
bo
40'
5
Photo 7 — Ash Basin Boring AB -3D. Sample SS -7, Dated 4/15/15, Depth 50.0'— 51.5'.
Photo 8 — Ash Basin Boring A13 -3D. Sample SS -8, Dated 4/15/15, Depth 55.0'— 56.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
25

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
7 f2i,
• v -
2 34
5 -
FIT AM
IT � IC7 �_I
s ,AS'. �0
4'—• 4 ' C
Photo 9 — Ash Basin Boring AB -3D. Sample SS -9, Dated 4/15/15, Depth 60.0'— 61.5'.
2a '1
Photo 10 — Ash Basin Boring AB -3D. Sample SS -10, Dated 4/15/15, Depth 65.0'— 66.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
26

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
. —. 4:�?ik
"i'c _t 41� �,4� 6 T 8 �F9�e1 1i01i
ll
Tim,
Photo 11 — Ash Basin Boring AB -3D. Sample SS -11, Dated 4/15/15, Depth 70.0'— 71.5'.
Photo 12 — Ash Basin Boring AB -3D. Sample SS -12, Dated 4/15/15, Depth 75.0'— 76.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
27

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs FN
T
Photo 13 — Ash Basin Boring AB -3D. Sample SS -13, Dated 4/15/15, Depth 80.0'— 81.5'.
F
'6 17-
rAj
A.0
Photo 14 — Ash Basin Boring A13 -3D. Sample SS -14, Dated 4/15/15, Depth 85.0'— 86.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone] 28

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 15 — Ash Basin Boring AB -3D. Sample SS -15, Dated 4/15/15, Depth 90.0'— 91.5'.
Photo 16 — Ash Basin Boring AB -3D. Sample SS -16, Dated 4/15/15, Depth 95.0'— 96.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
29

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
c.
r
4*t;— -Z 0
' 3 - 77
.4 5
Photo 17 – Ash Basin Boring AB -3D. Sample SS -17, Dated 4/15/15, Depth 100.0'– 101.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
30

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
elews (,ereoek 115amplex.-D.
A6, ,q P
7 -
sja�/r5
a�3o
wS
3.15
X'eas w y ; 0
w�; l of �
�•0•9•C gNan+aci
Photo 1 — Ash Basin Boring AB -4D. Sample SS -1, Dated 5/27/15, Depth 7.0'— 8.5'.
��ele'
ws Creek
Ab a, it P
1
5%•P7//5
Sl : 45 j
eeavcr
W3 weg)hl of
Photo 2 — Ash Basin Boring AB -4D. Sample SS -2, Dated 5/27/15, Depth 13.0'— 14.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
31

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
FAVIM" r�
Photo 3 — Ash Basin Boring AB -4D. Sample SS -3, Dated 5/27/15, Depth 18.0'— 19.5'.
Photo 4 — Ash Basin Boring A1134D. Sample SS -4, Dated 5/27/15, Depth 23.0'— 24.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
32

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
P- we (,reek �,Sampl�r'D.
�c°loV!/y % O
B/ows� ��a.g•
Photo 5 — Ash Basin Boring AB -4D. Sample SS -5, Dated 5/27/15, Depth 28.0'— 29.5'.
�elews GreeK ►,5am��r.D.
AB -,HD SS-�
33 - 35! 5
5%77//5
q : z/5a�
;Blaws�
Photo 6 — Ash Basin Boring AB -4D. Sample SS -6, Dated 5/27/15, Depth 33.0'— 34.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
33

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
DIPWAS- rV.v.n•
Photo 7 — Ash Basin Boring AB -4D. Sample SS -7, Dated 5/27/15, Depth 38.0'— 39.5'.
��e%ws 6rweek I ompleal,-D*
Abwqp
Y
;
aW
;BlmwS;
qfovg
Photo 8 — Ash Basin Boring AB -4D. Sample SS -8, Dated 5/27/15, Depth 43.0'— 44.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
34
9

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
eelew,i 6(eek J�AMP41--D.
Ab "�q 5-1
5ja7//5� etaw��r 0
10: 30
&1 3- ��-�� .-
'A
Photo 9 — Ash Basin Boring AB -4D. Sample SS -9, Dated 5/27/15, Depth 48.0'— 49.5'.
17
_now— T
-
OWN
,.
-' _6�P—
t�elews GrecK
Ag-qP
J'0 Sd
Photo 10 — Ash Basin Boring AB -4D. Sample SS -10, Dated 5/27/15, Depth 53.0'— 54.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
35

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
ill qt*j l i ..
t7etew,5 (tfeeA 1,)ample L.P.
) 6-11P S
willr
Photo 11 — Ash Basin Boring AB -4D. Sample SS -11, Dated 5/27/15, Depth 58.0'— 59.5'.
'fie % WS Gamplex.-D.
Ago,,yD ss -�a
G3
II *30 4W
�reeove Y; 0
l
�Blaws- hl.O.N.
Photo 12 — Ash Basin Boring A134D. Sample SS -12, Dated 5/27/15, Depth 63.0'— 64.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
36
1N

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 13 — Ash Basin Boring A113 -41D. Sample SS -13, Dated 5/27/15, Depth 68.0'— 69.5'.
sliC+-.;fir►.- ,� , �►.+rr+ - � k\.
�el ew.S�r n
,Ab !�'.��y/ , 55 IL,
l,a: Yap,
Photo 14 — Ash Basin Boring A113 -41D. Sample SS -14, Dated 5/27/15, Depth 69.5'— 71.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
37

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment �A
Appendix L, Sample Photographs J
1 -
Ok
4106-
55-/.5
/:00 POI`
12 1
"PIW; I b -
Photo 15 — Ash Basin Boring A113 -41D. Sample SS -15, Dated 5/27/15, Depth 71.0'— 72.0'.
Photo 16 — Ash Basin Boring A113 -41D. Sample SS -16, Dated 5/27/15, Depth 73.0'— 75.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
38

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
t
,i
Ab,;qj) 1 SS -1'
75-75-51.
1 -:5a Po`
Photo 17 — Ash Basin Boring AB -4D. Sample SS -17, Dated 5/27/15, Depth 75.0'— 75.5'.
55-1b
!0 .-1 It
'51'a 7/ 1.6 etwery
$1� was
0410/0-6,
Photo 18 — Ash Basin Boring AB -4D. Sample SS -18, Dated 5/27/15, Depth 78.0'— 79.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
39

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Ash Basin Boring AB-4BR. Sample SS -1, Dated 5/28/15, Depth 7.0'— 8.5'.
IA I IFII1
Photo 2 — Ash Basin Boring AB-4BR. Sample SS -2, Dated 5/28/15, Depth 13.0'— 14.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
40

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 3 — Ash Basin Boring AB-4BR. Sample SS -3, Dated 5/28/15, Depth 15.0'— 16.5'.
Photo 4 — Ash Basin Boring AB-4BR. Sample SS -4, Dated 5/28/15, Depth 28.0'— 29.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
41

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�5elews Greek -q
33' -.3L 5
'(ccovt
PLIe LAI Aa
Photo 5 — Ash Basin Boring AB -41131R. Sample SS -5, Dated 5/28/15, Depth 33.0'— 34.5'.
Photo 6 — Ash Basin Boring AB-4BR. Sample SS -6, Dated 5/28/15, Depth 38.0'— 39.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
42

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
'Y 2
`6ele,o Greer% 1,�mM e �,
f 46 `9)q 1
� _ (11-3 .55 7
-510115 Gcovc%y : �I j n
/Z lop^
�-
Photo 7 — Ash Basin Boring AB-41BR. Sample SS -7, Dated 5/29/15, Depth 61.0'— 63.5'.
Photo 8 — Ash Basin Boring AB-4BR. Sample SS -8, Dated 5/29/15, Depth 63.0'— 65.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
43

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
eefeW3 Greele
• : • A8-y��
' &g - 67
Bros b-9�11-15 (".2 6,)
Photo 9 — Ash Basin Boring A113 -4113R. Sample SS -9, Dated 5/29/15, Depth 65.0'— 67.0'.
r
w'Gi�►' «k�,�5�- l
le
�law�s
Photo 10 — Ash Basin Boring AB -4113111. Sample SS -10, Dated 5/29/15, Depth 73.0'— 75.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
44

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
L
Photo 11 — Ash Basin Boring AB -41131R. Sample SS -11, Dated 5/29/15, Depth 75.0'— 77.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
45

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well A113 -413R. Box 1 of 4, Dated 6/2/15, Depth 88.0'— 110.0'.
6S Creek Runk 7 If
I.�. a�N��g 2ecoutry : X14'!
rn. Al2-Lf PT V SN . Inti'/.
Photo 2 — Groundwater Assessment Well AB -413R. Box 2 of 4, Dated 6/5/15, Depth 110.0'— 124.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
46

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
�elewsC K �.s� 1 ROD
90
Photo 3 — Groundwater Assessment Well AB -4113R. Box 3 of 4, Dated 6/5/15, Depth 124.5'— 139.5'.
Photo 4 — Groundwater Assessment Well A113 -4113R. Box 4 of 4, Dated 6/5/15, Depth 139.5'— 144.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
47

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
rr�7� irr4rr'8�i ,+fr�.l
t r i
Photo 1 — Ash Basin Boring AB -5D. Sample SS -1, Dated 6/9/15, Depth 7.0'— 8.5'.
At,
Photo 2 — Ash Basin Boring A13-511). Sample SS -2, Dated 6/9/15, Depth 13.0'— 14.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
48

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment LQ%—j
Appendix L, Sample Photographs
Photo 3 — Ash Basin Boring AB -5D. Sample SS -3, Dated 6/9/15, Depth 18.0'— 19.5'.
II`I �, i,Ydll`tld 11 1
3 ,
Photo 4 — Ash Basin Boring A13-511). Sample SS -4, Dated 6/9/15, Depth 23.0'— 24.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
49

Duke Energy Carolinas, LLC Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs ���
LI
ti
eles�
' — x`9.5 s
1a15 '�
Photo 5 — Ash Basin Boring AB -5D. Sample SS -5, Dated 6/9/15, Depth 28.0'— 29.5'.
I JI
�rs
f
►c1�r ;a�r�r� I.D.
LO
,3 3
19,115 t��eto
l -A_7 (41)
Photo 6 — Ash Basin Boring AB -5D. Sample SS -6, Dated 6/9/15, Depth 33.0'— 34.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
50
LF-ii34ii.u.�_Es.�.��f`„�
31 ,iiu4+i
I[
1

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 7 — Ash Basin Boring AB -5D. Sample SS -7, Dated 6/9/15, Depth 38.0'— 39.5'.
r _
157
1 � WbP-
Photo 8 — Ash Basin Boring A13 -5D. Sample SS -8, Dated 6/9/15, Depth 43.0'— 44.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
51

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
t3deffo (reee
Lis
1,11(I1s
Photo 9 — Ash Basin Boring AB -5D. Sample SS -9, Dated 6/10/15, Depth 48.0'— 49.5'.
,6ree)e�aI6elewwrple �.
, I
5, 5 -7
Photo 10 — Ash Basin Boring AB -5D. Sample SS -10, Dated 6/10/15, Depth 49.5'— 51.0'
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
52

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 11 — Ash Basin Boring AB -5D. Sample SS -11, Dated 6/10/15, Depth 51.0'— 53.0'.
31
!fit' - - - - - -
1 lrOf I 1-111A4011 11 1)
Photo 12 — Ash Basin Boring A13 -5D. Sample SS -12, Dated 6/10/15, Depth 53.0'— 55.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
53

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
W. -
r .
�aql' l L)
3
1 1 C`
Photo 13 — Ash Basin Boring AB -5D. Sample SS -13, Dated 6/10/15, Depth 55.0'— 57.5'.
•..r irlitirrnr.. r...r-srurr■rrirL
III
mr.rrrnr.ur a.ruAn�lrn+...
� 111, 111
Photo 14 — Ash Basin Boring A13 -5D. Sample SS -14, Dated 6/10/15, Depth 57.0'— 59.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
54

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment OR
L, Sample Photographsaf
Photo 15 — Ash Basin Boring A113-5113. Sample SS -15, Dated 6/10/15, Depth 63.0'— 64.5'.
Photo 16 — Ash Basin Boring AB -5113. Sample SS -16, Dated 6/10/15, Depth 68.0'— 69.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
55

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 17 — Ash Basin Boring AB -5D. Sample SS -17, Dated 6/10/15, Depth 73.0'— 73.4'.
Photo 18 — Ash Basin Boring A13 -5D. Sample SS -18, Dated 6/10/15, Depth 78.0'— 78.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
56

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�la14. '
Photo 19 — Ash Basin Boring AB -5D. Sample SS -19, Dated 6/10/15, Depth 83.0'— 83.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
57
r-

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well AB -5D. Box 1 of 1, Dated 6/12/15, Depth 88.0'— 104.4'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
58

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ���
Appendix L, Sample Photographs
Photo 1 — Ash Basin Boring A113-6113. Sample SS -1, Dated 5/14/15, Depth 7.0'— 8.5'.
Photo 2 — Ash Basin Boring AB -61D. Sample SS -2, Dated 5/14/15, Depth 8.5'— 10.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
59

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment LQ%—j
Appendix L, Sample Photographs
•
P
'{A lry 1Lj JJ UJ4 Ldd r
kL
VT
I's
A13-toD
s �
M.5 e1
l5/i5 ccoyery • 9
r
.�%, �y
Photo 3 — Ash Basin Boring AMD. Sample SS -2, Dated 5/14/15, Depth 13.0'— 14.5'.
low
ilA
- _ —.7
.,7 • • .
13- &D $�
c coYef y
W
Photo 4 — Ash Basin Boring AB -6D. Sample SS -4, Dated 5/15/15, Depth 18.0'— 19.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
60

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Rpiewt (-ree;K'%omoIe=.b""
ecover
glows:
Photo 5 — Ash Basin Boring AMD. Sample SS -5, Dated 5/15/15, Depth 19.5'— 21.0'.
Photo 6 — Ash Basin Boring A13 -6D. Sample SS -6, Dated 5/15/15, Depth 24.0'— 25.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
61
- , O
AL
..
r
- , O
AL

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 7 — Ash Basin Boring A113-6113. Sample SS -7, Dated 5/15/15, Depth 27.0'— 28.5'.
Photo 8 — Ash Basin Boring AB -6113. Sample SS -8, Dated 5/15/15, Depth 33.0'— 34.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
62

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
utonJ • iv.0 n -
Photo 9 — Ash Basin Boring AB -6D. Sample SS -9, Dated 5/15/15, Depth 38.0'— 39.5'.
_ •I.. - _LYS r. x ���
e) e Pis
11
� p ana
g)Ow'5: q- 5
Photo 10 — Ash Basin Boring AB -6D. Sample SS -10, Dated 5/15/15, Depth 43.0'— 44.5'
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
63

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
G/n ✓ r l F
Photo 11 — Ash Basin Boring AB -6D. Sample SS -12, Dated 5/15/15, Depth 53'— 54.5'.
A'14 -, <<
Photo 12 — Ash Basin Boring A13 -6D. Sample SS -13, Dated 5/15/15, Depth 58.0'— 59.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
64

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 13 — Ash Basin Boring A113-6113. Sample SS -14, Dated 5/15/15, Depth 63.0'— 64.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
65

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 1 — Groundwater Assessment Well A113-611). Box 1 of 2, Dated 5/18/15, Depth 68.0'— 91.4'.
�elews Creek
'�-rEe .1) "qq%A9
Borjny T-4 ,M -UD
D4�r = 5ha jos
RAI
k6n*co.
89.E-946'
Feavety: 9W
Photo 2 — Groundwater Assessment Well AB -611). Box 2 of 2, Dated 5/18/15, Depth 91.4'— 94.6'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
66
-- -c

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Ash Basin Boring AB -7D. Grab Sample, Dated 3/31/15, Depth 2.0'— 5.0'.
S IIT
Fxlwa:
Coon
ft -E AiLy QU
AS - "qL D
313%1,s
Photo 2 — Ash Basin Boring A13 -7D. Sample SS -1, Dated 3/31/15, Depth 10.5'— 12.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
67

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
S -ftwad
C.Rs
Ta46:
- 1,&: c46
OePt}'1
�5 -16 -5 PT
R�(AII�R`1: 4 rwc MCS
Photo 3 — Ash Basin Boring AB -7D. Sample SS -2, Dated 3/31/15, Depth 15.0'— 16.5'.
'DIMS:
313 11 ;T -
T11446: rTIIM6:
i 3 iM�s
Photo 4 — Ash Basin Boring A13 -7D. Sample SS -3, Dated 3/31/15, Depth 20.0'— 21.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
68

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
W�n►v.—r--1'-
T(tm6: . 1q:1q
Lem- 2S. o -" .S FT
RUMAY : 13' lk-IM
i
Photo 5 — Ash Basin Boring A113-7113. Sample SS -4, Dated 3/31/15, Depth 25.0'— 26.5'.
u
2 ..i Z.i "V 33
S ITU . ftersis arr&K
33D("WQ: AS - � D
DAVE : 3(ati m
Tomb: 1q: q3
H' S©.© -3i.S fT
RfLOWY: Iq IkKcs
Photo 6 — Ash Basin Boring AB -7113. Sample SS -5, Dated 3/31/15, Depth 30.0'— 31.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
69

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
BDRIW.q: A%
aAFIX : 313 %1 i
Ta46 : 15 : O io
bem- Pr
MOWN •�� Irc�t s
yy 7
Photo 7 — Ash Basin Boring AB -7D. Sample SS -6, Dated 3/31/15, Depth 35.5'— 37.0'
�Da�►►U: AS -
tMH- yo.5 - y2.0 FT
R 16 -S tiricK�s
Photo 8 — Ash Basin Boring A13 -7D. Sample SS -7, Dated 3/31/15, Depth 33.0'— 34.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
70
Op

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
4
NOX . 3WI;r
L i -(1#46: 1167- n
�►s. 5 - y-4. 4 Ft
aw15: 14 -t9 -lit
r
Photo 9 — Ash Basin Boring A113-7113. Sample SS -8, Dated 3/31/15, Depth 45.5'— 47.0'
S FTU - Umpis ` 4 4 A�
r %sLI
Photo 10 — Ash Basin Boring AB -7113. Sample SS -9, Dated 3/31/15, Depth 50.5'— 52.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
71

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�c3�itNC�
_ A9 — —4 3�
TIME :
Oct: q 2.
sr,:5 — S-4.0 ;-r-
jZEC(INi+r� : 1 �-
t�. _ ►.-
/1n of In l
Photo 11 — Ash Basin Boring AB -7D. Sample SS -10, Dated 4/1/15, Depth 55.5'— 57.0'.
�W tN4 : A9- -4 1�
Nem: q ll l l t
T- MG : 10 : k -j-.
DCPTg : bv.S -(vZ.o Fr
REC(apt M : 10
&0v S 3h -- Sot.
Photo 12 — Ash Basin Boring AB -7D. Sample SS -11, Dated 4/1/15, Depth 60.5'— 62.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
72

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
5 -._,..b
i
bA-M ' q 1! 11 'r
T1MC : 10:5`(
bort : 4s •5 - o FT
P-et(Irit IKS) : $
Photo 13 — Ash Basin Boring A113-7113. Sample SS -12, Dated 4/1/15, Depth 65.5'— 67.0'.
.7-7:-
67
i�S'c+LINCA= AS- 7 1y
p r
-40-S. - :42 ,--
R�t(�Nc+tr� : 5
9LOW S /q
Photo 14 — Ash Basin Boring AB -7D. Sample SS -13, Dated 4/1/15, Depth 70.5'— 72.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
73

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 15 — Ash Basin Boring AB -713. Sample SS -14, Dated 4/1/15, Depth 75.5'— 75.9'.
Photo 16 — Ash Basin Boring AB -7D. Sample SS -15, Dated 4/1/15, Depth 76.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
74
TAME:
IZ�to
ti
Photo 15 — Ash Basin Boring AB -713. Sample SS -14, Dated 4/1/15, Depth 75.5'— 75.9'.
Photo 16 — Ash Basin Boring AB -7D. Sample SS -15, Dated 4/1/15, Depth 76.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
74

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
� C Y�MY s
AIO
TIME :
12: Za
?>Low S So !y
Photo 17 —Ash Basin Boring AB -7D. Sample SS -16, Dated 4/1/15, Depth 80.5'— 82.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
75

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Ow
n
Photo 1 — Groundwater Assessment Well AB -7D. Box 1 of 1, Dated 4/6/15, Depth 76.0'— 91.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
76

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Ash Basin Boring AB -8S. Sample SS -1, Dated 4/22/15, Depth 0.0'— 5.0'.
Photo 2 — Ash Basin Boring AB -8S. Sample SS -2, Dated 4/22/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
77

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
,&Js -
Pe Pfkj , fOtt k'r.7
Photo 3 — Ash Basin Boring AB -8S. Sample SS -3, Dated 4/22/15, Depth 10.0'— 11.5'.
(3G?r-t4.S C
IbI G -13 ?
Pe p�,s l�ta,)9'5
A
Photo 4 — Ash Basin Boring A13 -8S. Sample SS -4, Dated 4/22/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
78

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 5 — Ash Basin Boring AB -8S. Sample SS -5, Dated 4/22/15, Depth 20.0'— 21.5'.
Photo 6 — Ash Basin Boring A13 -8S. Sample SS -6, Dated 4/22/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
79

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�afic : 4/2-a,/ 5
I310u�S
r
Photo 7 — Ash Basin Boring A13 -8S. Sample SS -7, Dated 4/22/15, Depth 30.0'— 31.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
80

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
eeiew5 (_rear
lei�tc�
y PLO
,:��,� �f 14 cr—
laws - I -1 t.2"
Photo 1 — Ash Basin Boring AMD. Sample SS -1, Dated 5/8/15, Depth 8.0'— 10.0'.
orY
Photo 2 — Ash Basin Boring A13 -8D. Sample SS -2, Dated 5/8/15, Depth 10.0'— 12.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
81
1;19115
K
4 - 05 + w
• • • / 1
Photo 2 — Ash Basin Boring A13 -8D. Sample SS -2, Dated 5/8/15, Depth 10.0'— 12.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
81

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�ctcrr�uccn �aM}��. -
5J'sII5;ccawts�
j''"M
of 1�4
Blows : ��,er
Photo 3 — Ash Basin Boring AB -8D. Sample SS -3, Dated 5/8/15, Depth 12.0'— 14.0'.
t
pop
46
rIv SS
,
16
s- 4
of
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Jib
Photo 4 — Ash Basin Boring AB -8D. Sample SS -3, Dated 5/8/15, Depth 14.0'— 16.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
82

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
� s .
,�rcew�ij► ' ,�
ifs jl5 �1
14.3 5 PA
�InWS = 1nlc;gti of 14nNawiler
Photo 5 — Ash Basin Boring AB -8D. Sample SS -5, Dated 5/8/15, Depth 16.0'-18.0'.
is .r.-420Alit
_ N
gtit of Ak"toter- t
Blows - 4-
Photo 6 — Ash Basin Boring AB -8D. Sample SS -6, Dated 5/8/15, Depth 18.0'— 20.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
83
nm

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
sR, T
12
`�S ° -
ap
5/6
'5: 00 pot 1r
Blow's - W4,10 of Aa.lpter-1
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Photo 7 — Ash Basin Boring AB -8D. Sample SS -7, Dated 5/8/15, Depth 20.0'— 22.0'
$ejew5 (.feed' �aMpk TD.
Aa_4gS .SS- 8
n
Photo 8 — Ash Basin Boring AB -8D. Sample SS -8, Dated 5/8/15, Depth 22.0'— 24.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
84

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 9 — Ash Basin Boring A113-8113. Sample SS -9, Dated 5/8/15, Depth 24.0'— 26.0'.
5,s J 15
5:6T5 PIW
�m11115 - w60ofhomw-1-j e3) 'j -410
.
Photo 10 — Ash Basin Boring AB -8113. Sample SS -10, Dated 5/8/15, Depth 26.0'— 28.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
85

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
85
rIv
SS- �
bele-W5
Coed
5jv/
9
; kik-131ows Woo O(A- I - X1 0 U
Photo 11 — Ash Basin Boring A113-8113. Sample SS -11, Dated 5/8/15, Depth 28.0'— 30.0'.
J H .,ter.
Photo 12 — Ash Basin Boring AB -8113. Sample SS -12, Dated 5/9/15, Depth 30.0'— 32.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
86

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r
I �_
0.
i
�eleWS �e�K ,• , }
5
woN—l- W014
V
Photo 13 — Ash Basin Boring A113-8113. Sample SS -13, Dated 5/9/15, Depth 32.0'— 34.0'.
Photo 14 — Ash Basin Boring AB -8113. Sample SS -14, Dated 5/9/15, Depth 34.0'— 36.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
87

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 15 —Ash Basin Boring AB -8D. Sample SS -15, Dated 5/9/15, Depth 38.0'— 40.0'.
$lows - W. a. H.
Photo 16 — Ash Basin Boring A13 -8D. Sample SS -16, Dated 5/9/15, Depth 40.0'— 42.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
88
I
O

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
+_"�'�_ rj �.. .. _ 4 _ t'•�'i�r 'tel y+ _ __` '�
1-7
t _
��ia'ir w _
+ z,
$elew5 &&K
` �`
- s = 1-7
-
-SS
blows
t
— Ash Basin Boring AB -8D. Sample SS -17, Dated 5/9/15, Depth 42.0'—
44.0'.
Photo 17
f
gelew56rocK aN
Atz s
SS �
r
blows • W. 0.11- �.
r
Photo 18
— Ash Basin Boring AB -8D. Sample SS -18, Dated 5/9/15, Depth 44.0'—
1 1
46.0'.
hdrinc.com
440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
89

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
a �
sr I—ap
5efew5&orK:
qpk TD.
rIv _19
-55
1-`' _IIJ
r
Y /
blows - W. e. N
Photo 19 — Ash Basin Boring A113-8113. Sample SS -19, Dated 5/9/15, Depth 46.0'— 48.0'.
,�e�eWS GrecK ' Sa+�� X73.
blows - W- oA _c� s
9
R
Photo 20 — Ash Basin Boring AB -8113. Sample SS -20, Dated 5/9/15, Depth 48.0'— 50.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
90
Ei
:*A_..
.
L I
,�e�eWS GrecK ' Sa+�� X73.
blows - W- oA _c� s
9
R
Photo 20 — Ash Basin Boring AB -8113. Sample SS -20, Dated 5/9/15, Depth 48.0'— 50.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
90

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
tSelehl5 C.recK ,SaM�k�.
zi
Photo 21 — Ash Basin Boring AB -8D. Sample SS -21, Dated 5/9/15, Depth 50.0'— 52.0'.
Photo 22 — Ash Basin Boring AB -8D. Sample SS -21, Dated 5/9/15, Depth 50.0'— 52.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
91

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
AtZ
WL
lot
/D• 0All
Mows = 3 -_
Photo 23 — Ash Basin Boring AB -8D. Sample SS -22, Dated 5/9/15, Depth 52.0'— 54.0'.
1 •v 1 v - r,
, 5-7 -.s7. .
51 //,6
3J-
Photo 24 — Ash Basin Boring AB -8D. Sample SS -23, Dated 5/9/15, Depth 57.0'— 57.9'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
92

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�ee�e K
AIZ
lows . 10 _oil- q6
Photo 25 — Ash Basin Boring AB -8D. Sample SS -25, Dated 5/9/15, Depth 63.0'— 64.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
93

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 1 — Groundwater Assessment Well AB -8D. Box 1 of 1, Dated 5/13/15, Depth 68.0'— 84.7'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
94

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Ash Basin Boring AB -9S. Grab Sample, Dated 4/22/15, Depth 0'— 5'.
Photo 2 — Ash Basin Boring A13 -9S. Sample SS -1, Dated 4/22/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
95

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
f3e-IP-t al S L r
)CNG- 1
Pe p+hi _f0ol:�
Photo 3 — Ash Basin Boring AB -9S. Sample SS -2, Dated 4/22/15, Depth 10.0'— 11.5'.
16.6-
A
Photo 4 — Ash Basin Boring A13 -9S. Sample SS -3, Dated 4/22/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
96

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
vr—!!tk4& LreG
ik
Photo 5 — Ash Basin Boring AB -9S. Sample SS -4, Dated 4/22/15, Depth 20.0'— 21.5'.
Photo 6 — Ash Basin Boring A13 -9S. Sample SS -5, Dated 4/22/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
97

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 7 — Ash Basin Boring AB -9S. Sample SS -6, Dated 4/22/15, Depth 30.0'— 31.5'
jr-
7� 8 9 10 _11 r�3 1 a 14 s�A
_ 1 - ttl 17
6c-lp—tis-C- CCk
351V��5
4/2.31 5
`T; rn � � � � .•,yam _ -
1310 VV -5'
Re -c
Photo 8 — Ash Basin Boring A13 -9D. Sample SS -7, Dated 4/23/15, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
98

bhz
Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
e�►�
131 O VV5 : , f+ •31 C �
Photo 9 — Ash Basin Boring AB -9D. Sample SS -8, Dated 4/23/15, Depth 40.0'— 41.5'.
Photo 10 — Ash Basin Boring AB -9D. Sample SS -9, Dated 4/23/15, Depth 45.0'— 46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
99

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�V
pe+h. -�
s"-ri
5a. ► .
1442
'B 10 V✓5 10- 1
Photo 11 — Ash Basin Boring AB -9D. Sample SS -11, Dated 4/23/15, Depth 55.0'— 56.5'.
Photo 12 — Ash Basin Boring AB -9D. Sample SS -12, Dated 4/23/15, Depth 65.0'— 66.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
100

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 13 — Ash Basin Boring AB -9D. Sample SS -13, Dated 4/23/15, Depth 70.0'— 71.5'.
Photo 14 — Ash Basin Boring AB -9D. Sample SS -14, Dated 4/23/15, Depth 75.0'— 76.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
101

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
ak-
4k
61 +
Photo 15 — Ash Basin Boring AB -9D. Sample SS -15, Dated 4/23/15, Depth 80.0'— 81.5'.
IBS: a i."s
1
Photo 16 — Ash Basin Boring AB -9D. Sample SS -16, Dated 4/23/15, Depth 85.0'— 85.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
102

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 1 — Groundwater Assessment Well A113 -9113R. Box 1 of 4, Dated 5/4/15, Depth 87.0'— 101.0'.
P;`
Photo 2 — Groundwater Assessment Well A113 -9113R. Box 2 of 4, Dated 5/4/15, Depth 101.0' — 119.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
103

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 3— Groundwater Assessment Well AB -91131R. Box 3 of 4, Dated 5/4/15, Depth 119.0'— 132.9'.
aX+n a lf�y. z
Dei; i,v vs�, t
A9 -SBP
Photo 4 — Groundwater Assessment Well AB -9113R. Box 4 of 4, Dated 5/9/15, Depth 132.9'— 137.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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104
4
Photo 4 — Groundwater Assessment Well AB -9113R. Box 4 of 4, Dated 5/9/15, Depth 132.9'— 137.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
104

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well AB -9D. Box 1 of 1, Dated 5/4/15, Depth 87.0'— 105.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
105

56. 80P)
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Background Boring BG -1 D. Sample SS -1, Dated 3/26/15, Depth 5.0'— 6.5'.
,tea
B,e�Qit�s �1rtG
BG -I
9 4
3
,54* ,"r)
Photo 2 — Background Boring BG -1 D. Sample SS -2, Dated 3/27/15, Depth 16.0'— 17.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
106

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
BlIeteuus 6rrG0 `
g -:1D
V5
� r
4-r\ - 3 (�-I' )
Photo 3 — Background Boring BG -1 D. Sample SS -3, Dated 3/27/15, Depth 21.0'— 22.5'.
Photo 4 — Background Boring BG -1 D. Sample SS -4, Dated 3/27/15, Depth 26.0'— 27.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
107

rOP
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
t
AeLO C r GI's
�,rj%
F
_
Photo 5 — Background Boring BG -1 D. Sample SS -5, Dated 3/27/15, Depth 31.0'— 32.5'.
�i
31-2711.
. ��-30
u3'ID
('14)
Y 1� � v
Photo 6 — Background Boring BG -1 D. Sample SS -6, Dated 3/27/15, Depth 36.0'— 37.5'
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
108
I

I/—
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
.DEPT-41
1�Af 4
002 AOF
12349
Photo 7 — Background Boring BG -IS. Sample SS -1, Dated 3/28/15, Depth 36.8'— 38.1'.
R.0 Gtr
I-
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Op
13
Photo 8 — Background Boring BG -IS. Sample SS -1, Dated 3/28/15, Depth 40.0'— 41.4'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
109

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 1 — Groundwater Assessment Well BG -1 D. Box 1 of 2, Dated 4/1/15, Depth 42.0'— 55.9'.
�i�Y.15 �(eelC
rD yNbv j
Photo 2 — Groundwater Assessment Well BG -1 D. Box 2 of 2, Dated 4/1/15, Depth 55.9'— 57.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
110

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
}e= belews Creek
l6or v� : 6 U -Z D
oe'- e: 3/2-9J2,015
T;me= `$:55
be flr!k I -11. 5
t�
Photo 1 — Background Boring BG -2D. Sample SS -1, Dated 3/24/15, Depth 10.0'— 11.5'.
r
�i le = Q-,ele•as Creek
IDoNe: 3/24AO 15
-T;,ne: q.'2-0
bepNj%= 15 `
Re co"eryi
Photo 2 — Background Boring BG -2D. Sample SS -2, Dated 3/24/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
111

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
}e: Qele�+s Creek
;�-$ • DoNe - 3/ Z 412,015
Tine: 9:35
9+e c oVery:
11,1
Photo 3 — Background Boring BG -2D. Sample SS -3, Dated 3/24/15, Depth 20.0'— 21.5'.
ri
&le ds Greek
(Sorw%) -. 6 G — I D
Dake.- 3/2-4/2,015
-y;me: q 55
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Xi
Re c omery 1'2
1�=5`5 7tl1 )
Photo 4 — Background Boring BG -2D. Sample SS -4, Dated 3/24/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
112

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
f
Photo 5 — Background Boring BG -2D. Sample SS -5, Dated 3/24/15, Depth 30.0'— 31.5'
Fj; ire Qele%df> eck
Dep�:35-13G.5
Re come y- 1LI
5-7 (1-5)
10 1 1 't -
Photo 6 — Background Boring BG -2D. Sample SS -6, Dated 3/24/15, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
113

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
i }e &Jew s, -reek
f�orn�
Oo e - 3/ i Vzo 1 S
Tine:
begs►= 4 D' � I . s
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All 2
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-_ -' - - s-.�•an
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Photo 7 — Background Boring BG -2D. Sample SS -7, Dated 3/24/15, Depth 40.0'— 41.5'.
&Iewrs Creek
Born) : 1�) G -I D
Oeke - 3/2- 9 J2,01 S
bei : 4 5- q L. S
C overt':
� IV 16- 7 - t1 (�
Photo 8 — Background Boring BG -2D. Sample SS -8, Dated 3/24/15, Depth 45.0'— 46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
114

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Ie: Uews Creek
DoNe - 3j2-4/2,015
Tme: 'I Z:Qd ,
R.ecovery: ! '7 .
M •• �r=--�� (1-7)
Photo 9 — Background Boring BG -2D. Sample SS -10, Dated 3/24/15, Depth 50.0'— 51.5'.
Creek
f)a-re- 3/2y/u�15
me=
Qep -5( S"
Re c avert':
A .5 -6.. - -
_i
Photo 10 — Background Boring BG -2D. Sample SS -11, Dated 3/24/15, Depth 55.0'— 56.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
115

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 11 — Background Boring BG -2D. Sample SS -12, Dated 3/24/15, Depth 60.0'— 61.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
116

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
'7 U)
�Zc � gco�a
Photo 1 — Groundwater Assessment Well BG-2BR. Box 1 of 4, Dated 4/9/15, Depth 80.0'— 94.5'.
Photo 2 — Groundwater Assessment Well BG-2BR. Box 2 of 4, Dated 4/10/15, Depth 94.5'— 108.8'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
117

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
;�' F —IF—ws C �EE�
}AMT --Ir` 249- 9
S G• --Z t3'R.
bo x 3 o -E
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RC—g (I14 5= /19.57:'
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Photo 3 — Groundwater Assessment Well BG-2BR. Box 3 of 4, Dated 4/10/15, Depth 108.8'— 127.7'.
Photo 4 — Groundwater Assessment Well BG -2113R. Box 4 of 4, Dated 4/10/15, Depth 127.7'— 129.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
118

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�Ec 5`I V
7. (lb kk 7q5 ;F
'� 3 ('q54 --b 80 Fr) -7v
Photo 1 — Groundwater Assessment Well BG -2D. Box 1 of 1, Dated 3/28/15, Depth 65.0'— 80.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
119

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Boring BG -3S. Sample SS -1, Dated 5/12/15, Depth 1.0'— 2.0'.
Photo 2 — Groundwater Assessment Boring BG -2D. Sample SS -2, Dated 5/12/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
120

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 3 — Groundwater Assessment Boring BG -3S. Sample SS -3, Dated 5/12/15, Depth 10.0'— 11.5'.
Photo 4 — Groundwater Assessment Boring BG -3S. Sample SS -4, Dated 5/12/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
121

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
��` �l►i�1 TO
Photo 5 — Groundwater Assessment Boring BG -3S. Sample SS -5, Dated 5/12/15, Depth 20.0'— 21.5'
Photo 6 — Groundwater Assessment Boring BG -3S. Sample SS -6, Dated 5/12/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
122

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 7 — Groundwater Assessment Boring BG -3S. Sample SS -7, Dated 5/12/15, Depth 30.0'— 31.5'.
Photo 8 — Groundwater Assessment Boring BG -3S. Sample SS -8, Dated 5/12/15, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
123

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 9 — Groundwater Assessment Boring BG -3S. Sample SS -9, Dated 5/12/15, Depth 40.0'— 41.5'.
Photo 10 — Groundwater Assessment Boring BG -3S. Sample SS -10, Dated 5/12/15, Depth 45.0'-
46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
124

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
HMW%WWR�-�A1
(s1S--Q53 SC 9 cT
Photo 11 — Groundwater Assessment Boring BG -3S. Sample SS -11, Dated 5/12/15, Depth 50.0'-
51.5'.
Photo 12 — Groundwater Assessment Boring BG -3S. Sample SS -12, Dated 5/12/15, Depth 55.0'-
56.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
125

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well BG -3D. Box 1 of 1, Dated 5/16/15, Depth 56.0'— 71.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
126

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
a rotas cW(9 _s(, -sus c,1&f
Photo 1 — Background Boring GWA-1S. Sample SS -1, Dated 3/26/15, Depth 20.0'— 22.0'.
a a $"'
9 IFA 1,i.3,F
Photo 2 — Background Boring GWA-1S. Sample SS -2, Dated 3/26/15, Depth 26.0'— 27.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
127

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
8ekwsC���
GWA- I
39-3�. sp tc
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Date 's
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S-3&-38 OY)
Photo 3 — Background Boring GWA-1S. Sample SS -3, Dated 3/26/15, Depth 34.0'— 35.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
128

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Boring GWA-1 D. Sample SS -1, Dated 3/25/15, Depth 4.0'— 5.5'.
[:t,vlew5 6wen<
GWA - I L>
pa-te : 3/as/is
Time: 10:10
BIbN lomat- : S- i& -a 3 (39)
Photo 2 — Groundwater Assessment Boring GWA-1 D. Sample SS -2, Dated 3/25/15, Depth 9.0'— 10.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
129

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
.,.. /— � � �
�r .N�4N d
'•*' a f" 5
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GWA-)t>
Tme : i
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Photo 3 — Groundwater Assessment Boring GWA-1 D. Sample SS -3, Dated 3/25/15, Depth 19.0'-
20.5'.
Photo 4 — Groundwater Assessment Boring GWA-1 D. Sample SS -4, Dated 3/25/15, Depth 24.0'-
25.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
130

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
"IJjd p J/dl/llll/Ij/71i 0!//
•7. -B .9
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-CV 4
T,me : I/.D
Photo 5 — Groundwater Assessment Boring GWA-1 D. Sample SS -5, Dated 3/25/15, Depth 29.0'-
29.4'.
Photo 6 — Groundwater Assessment Boring GWA-1 D. Sample SS -6, Dated 3/25/15, Depth 34.0'-
34.9'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
,( le w5 (,4eeK,
GWA - I L>
noon
00)
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Photo 7 — Groundwater Assessment Boring GWA-1 D. Sample SS -7, Dated 3/25/15, Depth 39.0'-
40.5'.
&kw.5 (,fee�,
C I
F
D111-fo = ��,r/a' 5/! 5
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(1-7) �.
Photo 8 — Groundwater Assessment Boring GWA-1 D. Sample SS -8, Dated 3/25/15, Depth 44.0'-
45.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
132

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
ni-I yrliCnitgiplrIgrjrliigrIritlr�r�mirr,'Ii
..�Pr- leWs1a«K
ti
�. k. m sem^► y-,
Photo 9 — Groundwater Assessment Boring GWA-1 D. Sample SS -9, Dated 3/25/15, Depth 49.0'-
50.5'.
.ra
Photo 10 — Groundwater Assessment Boring GWA-1 D. Sample SS -10, Dated 3/25/15, Depth 54.0'-
54.6'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
133

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ���
Appendix L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-1 D. Box 1 of 1, Dated 3/3015, Depth 56.5'— 71.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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134

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
4' - r
gelews(,WK
6 W _a D 54IMPle-I D. � M
5. n ' &.1 ' SS-(
r.
Iry
-
Ir
Maws = l2' /1'-/5 Ca4�
Photo 1 — Background Boring GWA-2D. Sample SS -1, Dated 4/21/15, Depth 5.0'— 6.5'.
2. 3 4 5 s I % R 'K
y
/F�IPMis l _(C�e 11
Photo 2 — Background Boring GWA-2D. Sample SS -2, Dated 4/21/15, Depth 9.0'— 10.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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135

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3 — Background Boring GWA-2D. Sample SS -3, Dated 4/21/15, Depth 14.0'— 15.5'.
Photo 4 — Background Boring GWA-2D. Sample SS -4, Dated 4/21/15, Depth 19.0'— 20.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
136

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
.2' .$ .4 , ..
2 .5 of
Ghl Q
04.6
I1/99 r/!5
9* 3� /
glows:
Photo 5 — Background Boring GWA-2D. Sample SS -5, Dated 4/215/15, Depth 24.0'— 25.5'.
fEekws CrccK
GWA ; o? p .SAmpIcl: D.
,;q.o -3n5
y/a r//5 I�ecovur : �5"
9 : 50 ,•v%
.
E;)Ows: 1-10-10 (ao)
Photo 6 — Background Boring GWA-2D. Sample SS -6, Dated 4/21/15, Depth 29.0'— 30.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
137

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
` ..,.. 2.,.,.: 3 4:1 - 5 g, v.`;.... 7... e1. 9. , n l,l a 2, 3'
�el�ws GreeK
WA -o? p .Barn Ick D- m
Q, 3-�-
w: 05 Y
Photo 7 — Background Boring GWA-2D. Sample SS -7, Dated 4/21/15, Depth 34.0'— 35.5'.
J
�SeleWs treeK
67WA,-�Dlk J6"P10,1D.
sit
r
Photo 8 — Background Boring GWA-2D. Sample SS -8, Dated 4/21/15, Depth 41.0'— 42.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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138

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
4
Photo 9 — Background Boring GWA-211). Sample SS -9, Dated 4/21/15, Depth 44.0'— 45.5'.
Photo 10 — Background Boring GWA-2113. Sample SS -10, Dated 4/21/15, Depth 49.0'— 50.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
139

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-2D. Box 1 of 1, Dated 5/8/15, Depth 55.0'— 70.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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140

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
6 ./ B
40idews CreeK 5dmt
GWA-3 5
% L
q35 35
Pon 0-3-q (?)
Photo 1 — Groundwater Assessment Boring GWA-3D. Sample SS -1, Dated 5/4/15, Depth 4.0'— 5.5'.
VIN IM
Photo 2 — Groundwater Assessment Boring GWA-311). Sample SS -2, Dated 5/4/15, Depth 9.0'— 10.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
141

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
k..1
e W5 Gre SdMtk-J= . .
-5-5-3
_
1 �/�Jt � y'
M-0 - (!5.S
5/q/aolls
q` q5 Pon
3-3
Photo 3 — Groundwater Assessment Boring GWA-3D. Sample SS -3, Dated 5/4/15, Depth 14.0'— 15.5'.
MEW -
41
44
e w5 Cre eK 51amt -ID.ects4a Y /19
5=0►�Poo
3-q(��
Photo 4 — Groundwater Assessment Boring GWA-311). Sample SS -4, Dated 5/4/15, Depth 19.0'— 20.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
142

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
-jffWO G1.,V.
Photo 5 — Groundwater Assessment Boring GWA-3D. Sample SS -5, Dated 5/4/15, Depth 24.0'— 25.5'.
Photo 6 — Groundwater Assessment Boring GWA-3D. Sample SS -6, Dated 5/4/15, Depth 29.0'— 30.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
143

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Oelews CreeK.71
S�Mp1�TD�
GWA-3A 55- 7
Ir
5/9J2015
5:;0 P"'
DIGW.5: &-8-9 C�7i
Photo 7 — Groundwater Assessment Boring GWA-3D. Sample SS -7, Dated 5/4/15, Depth 34.0'— 35.5'
GOOT` 1" ■v.i %.&%W . --_
c, wA
- 3 D
\
3 /.o - 0T.1 %%
2015��
M
5 �30P
%W5: 50/0.1%
q
Photo 8 — Groundwater Assessment Boring GWA-3D. Sample SS -8, Dated 4/23/15, Depth 39.0'— 39.1'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
144

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Bedews CreeK RUM 1: dun#a= ' Run #3' -
5onr5 i.p- GWA- D Reco
5fole Recovery - 78% F ,,very 807,
�- 5 RQio°la �QD ��70ciii° 5G/ •
:
7, ;/,, `tel.^. T-77
Photo 1 — Groundwater Assessment Well GWA-3D. Box 1 of 1, Dated 5/7/15, Depth 44.0'— 59.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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145

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Background Boring GWA-4113. Grab Sample, Dated 3/3/15, Depth 0'— 5'.
Photo 2 — Background Boring GWA-4113. Sample SS -1, Dated 3/3/15, Depth 10.0'— 11.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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146

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
ngpi � � �PlBgiy�
3 .4
Photo 3 — Background Boring GWA-4D. Sample SS -3, Dated 3/3/15, Depth 19.0'— 20.5'.
60PI : C,wA-yb
+ : 3131 rS
-rim G
Y q-;
Photo 4 — Background Boring GWA-4D. Sample SS -4, Dated 3/3/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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147
a
Wj

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
'.,Lfi �1 x.. r"
14
f 13clevis CO2t-Fl<
Photo 5 — Background Boring GWA-4D. Sample SS -5, Dated 3/3/15, Depth 30.0'— 31.5'.
Photo 6 — Background Boring GWA-4D. Sample SS -6, Dated 3/3/15, Depth 35.0'— 36.5'
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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148

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 7 — Background Boring BG -1S. Sample SS -7, Dated 3/3/15, Depth 40.0'— 41.5'.
Photo 8 — Background Boring GWA-4D. Sample SS -8, Dated 3/3/15, Depth 45.0'— 46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
149
6WA•yb
Nit-
•rill v
j4 q
rrpfiN:
qa - qti
OWS :-
11-6-13
1 ? Z
a
Photo 7 — Background Boring BG -1S. Sample SS -7, Dated 3/3/15, Depth 40.0'— 41.5'.
Photo 8 — Background Boring GWA-4D. Sample SS -8, Dated 3/3/15, Depth 45.0'— 46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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149
6WA•yb
Nit-
•rill v
j4 q
rrpfiN:
qa - qti
OWS :-
11-6-13
Photo 7 — Background Boring BG -1S. Sample SS -7, Dated 3/3/15, Depth 40.0'— 41.5'.
Photo 8 — Background Boring GWA-4D. Sample SS -8, Dated 3/3/15, Depth 45.0'— 46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
149

rriF`n
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
==- _
.5 .6 .7 _
11 WlieA:
0a •D
b
31q/ ,5
Tj l-1
bCPM =
6, - X5.1 FT.
BL01i S =
50'/ 1
l�
Photo 9 — Background Boring GWA-411). Sample SS -9, Dated 3/4/15, Depth 55.0'— 55.1'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
150

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-4D. Box 1 of 2, Dated 3/11/15, Depth 58.0'— 72.5'.
GWA- 49
RG ' -f 69.0-74. r�:�Ml E REc . ^o 7o K
t GWA - 4DT3ox 2- o�Z k 4J�IIARG+•i 11,2QI�s
Photo 2 — Groundwater Assessment Well GWA-4D. Box 2 of 2, Dated 3/11/15, Depth 69.0'— 74.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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151

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Boring GWA-5D. Sample SS -1, Dated 3/3/15, Depth 10.0'— 12.0'.
Photo 2 — Groundwater Assessment Boring GWA-511). Sample SS -2, Dated 3/3/15, Depth 15.0'— 17.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
152

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
w i a 9
.S f TV, f56 ilo ClwAe
�tiNg' CI(JA so
T1046. 10'.!60
p44 = 35--5
M
i
Photo 3 — Groundwater Assessment Boring GWA-5D. Sample SS -3, Dated 3/3/15, Depth 35.0'— 37.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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153

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-5BR. Box 1 of 4, Dated 3/19/15, Depth 44.0'— 63.2'.
Photo 2 — Groundwater Assessment Well GWA-5BR. Box 2 of 4, Dated 3/19/15, Depth 63.2'— 72.8'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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154

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
$elnw s C•ecK nUTh I - l�un 3 a =
SD_ r�4KY>29 �un#=if � ,dun #� 5:
RVs' 7915-7Tf' �77S-78.3 7!?,.3'-7q' 7q-8f-&'3l.fo=1334'
6WA-5810 jOU� fC'rtoarry:
Box 3 f40/
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Photo 3 — Groundwater Assessment Well GWA-5BR. Box 3 of 4, Dated 3/19/15, Depth 72.8'— 88.9'.
�
Run a! kUp
�—P+Ptr--� —�.zr 1n_.c'-;_=. a oe.• �y i �� ►?�. oi`. �i! .UlC
G�,rt. cw'k-.513.� �y I00/ 939`
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{ i t - _ 1-.:. � — --1 w .cvr� G � IIi11r.Ui . i.ia,.T .t - •;-. i� ;
Photo 4 — Groundwater Assessment Well GWA-5113R. Box 4 of 4, Dated 3/21/15, Depth 88.9'— 93.9'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
155

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-5BR2. Box 1 of 4, Dated 6/2/15, Depth 59.5'— 74.0'.
Photo 2 — Groundwater Assessment Well GWA-5BR2. Box 2 of 4, Dated 6/2/15, Depth 74.0'— 88.7'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
156

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3 — Groundwater Assessment Well GWA-5BR2. Box 3 of 4, Dated 6/4/15, Depth 88.7'— 102.3'.
Photo 4 — Groundwater Assessment Well GWA-5BR2. Box 4 of 4, Dated 6/4/15, Depth 102.3'— 109.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
157

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-5D. Box 1 of 4, Dated 3/10/15, Depth 45.5'— 50.5'.
Photo 2 — Groundwater Assessment Well GWA-5D. Box 2 of 4, Dated 3/11/15, Depth 50.5'— 55.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
158

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
j /!�(
ije �E
I
�VWA 5D
TMm f i.ls
, 4h:5554-05 .
n'c-3
Photo 3 — Groundwater Assessment Well GWA-5D. Box 3 of 4, Dated 3/11/15, Depth 55.5'— 59.3'.
—Le�e� : r
GV,A-5L
Dip 4h` 55 54, 60 5
V�c-3
Photo 4 — Groundwater Assessment Well GWA-5D. Box 4 of 4, Dated 3/11/15, Depth 59.3'— 60.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
159

r
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
03��a�as Gree K
Photo 1 — Groundwater Assessment Boring GWA-6D, Sample AG -1, Dated 3/2/15, Depth 0.0'— 5.0'.
�e,vjc e
Photo 2 — Groundwater Assessment Boring GWA-6D, Sample SS -1, Dated 3/4/15, Depth 8.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
160

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
6
Photo 3 — Groundwater Assessment Boring GWA-6D, Sample SS -2, Dated 3/4/15, Depth 13.2'.
-Z-41 Lj-/IUII%i
Photo 4 — Groundwater Assessment Boring GWA-6D, Sample SS -3, Dated 3/4/15, Depth 18.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
161

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
V 04j's
Photo 5 — Groundwater Assessment Boring GWA-6D, Sample SS -4, Dated 3/4/15, Depth 23.2'.
4J
Qlews 5��-/3/3
Photo 6 — Groundwater Assessment Boring GWA-6D, Sample SS -5, Dated 3/4/15, Depth 28.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
162

�p
J
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
A3e lbws �,re¢K
Gw,o.-GD-SS�b
"=MONO.
il:+f0
Qlews I�Z/q'/G
Photo 7 — Groundwater Assessment Boring GWA-610, Sample SS -6, Dated 3/4/15, Depth 33.2'.
93m�e.v�s Gree K
Qlewt �/3l�%�
Photo 8 — Groundwater Assessment Boring GWA-6D, Sample SS -7, Dated 3/4/15, Depth 38.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
163

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
31711ZItr
Photo 9 — Groundwater Assessment Boring GWA-6D, Sample SS -8, Dated 3/4/15, Depth 43.2'.
f / 1
• L .2 ,
l
s' VP �Z w �
Photo 10 — Groundwater Assessment Boring GWA-6D, Sample SS -9, Dated 3/4/15, Depth 48.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
164

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
R3��c�s Cree K
4`5
53.:2
Photo 11 — Groundwater Assessment Boring GWA-6D, Sample SS -10, Dated 3/4/15, Depth 53.2'.
:rn
51441711V
Photo 12 — Groundwater Assessment Boring GWA-6D, Sample SS -11, Dated 3/4/15, Depth 58.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
165

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
p�ie�s GreeK
3�sFl�i
CW,o.-�D—SS� 12
63.7
Qlewt �'I�h/3z11
Photo 13 — Groundwater Assessment Boring GWA-6113, Sample SS -12, Dated 3/4/15, Depth 63.2'.
Photo 14 — Groundwater Assessment Boring GWA-6113, Sample SS -13, Dated 3/4/15, Depth 68.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
166

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
M
MOMOO f ;,r+►1 a. .
Qlaws
Photo 15 — Groundwater Assessment Boring GWA-6D, Sample SS -14, Dated 3/4/15, Depth 73.2'.
Photo 16 — Groundwater Assessment Boring GWA-6D, Sample Rock, Dated 3/5/15, Depth 76.0'— 78.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
167

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 1 — Groundwater Assessment Well GWA-6D. Box 1 of 2, Dated 3/16/15, Depth 78.0'— 99.5'.
Photo 2 — Groundwater Assessment Well GWA-6D. Box 2 of 2, Dated 3/17/15, Depth 99.5'— 108.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
168

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
OuK` EN6RGY
GWA '7 S
19 MARCH 20 f
30. a'. 3t.�'
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Photo 1 — Groundwater Assessment Boring GWA-7S, Sample SS -1, Dated 3/10/15, Depth 30.0'— 31.5'.
0
41�r:
J�I7 I I i11 15 L1,111,11l.,, l,lillPli!lll/IIIIIIjI
i f�uKc ENER6•Y FSemews Caw,
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Photo 2 — Groundwater Assessment Boring GWA-7S, Sample SS -2, Dated 3/1015, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
169

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
S : be-ie%,6 Creed
t HL
:rne: $-45
10-11.x.
JLeCoy -1 S
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... - �... , .
Photo 1 — Groundwater Assessment Boring GWA-7D. Sample SS -1, Dated 3/4/15, Depth 10.0'— 11.5'.
S t= 4ele Cfeelc
6\404 - -7 D
ReCo�ry : � Z. •.
v
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Photo 2 — Groundwater Assessment Boring GWA-7D. Sample SS -2, Dated 3/4/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
170

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment LQ%—j
Appendix L, Sample Photographs
IA
w
i
C,Ce�ek u
Tnne. Ql-
F'etovey/ - 10''
N GO
Photo 3 — Groundwater Assessment Boring GWA-7D. Sample SS -3, Dated 3/4/15, Depth 20.0'— 21.5'.
f
Photo 4 — Groundwater Assessment Boring GWA-7D. Sample SS -4, Dated 3/4/15, Depth 25.0' — 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
171

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
r .2 .3 -- 4 5
eo
Creeic
I
c-. 3/y /Z c016 L4: 10il%:3d-3i.S
ovwy; lj fo
Photo 5 — Groundwater Assessment Boring GWA-7D. Sample SS -5, Dated 3/4/15, Depth 30.0'— 31.5'.
Photo 6 — Groundwater Assessment Boring GWA-7D. Sample SS -6, Dated 3/4/15, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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L, Sample Photographs
1
Photo 7 — Groundwater Assessment Boring GWA-7D. Sample SS -7, Dated 3/4/15, Depth 40.0' — 41.5'.
Grp
314 1o�s
-T, one: 1Z.= 0 0
N
�.ecovery: 4
N 11
Photo 8 — Groundwater Assessment Boring GWA-7D. Sample SS -8, Dated 3/4/15, Depth 45.0'— 46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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173

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
-I
5 � -[fele Cree,
i ot'��• - �w.A - -7 D
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344/2-016-
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Photo 9 — Groundwater Assessment Boring GWA-7D. Sample SS -9, Dated 3/4/15, Depth 50.0'— 51.5'.
?,-ecaver'y: T
N -5012 -
Photo
=501ZPhoto 10 — Groundwater Assessment Boring GWA-71D. Sample SS -10, Dated 3/4/15, Depth 55.0'-
56.6'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
174

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
S�
344
-T; one: 4.1 S-
Photo 11 — Groundwater Assessment Boring GWA-7D. Sample SS -11, Dated 3/4/15, Depth 60.0' —
61.5'.
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Photo 12 — Groundwater Assessment Boring GWA-713. Sample SS -12, Dated 3/4/15, Depth 65.0' —
66.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
175

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
3 4' S .6
�i
S �e : ae1e Cfelek
be i)n,-70 71.s'
F.-ecovery- j
N so 4
Photo 13 — Groundwater Assessment Boring GWA-7D. Sample SS -13, Dated 3/4/15, Depth 70.0'-
71.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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176

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-7D. Box 1 of 2, Dated 3/16/15, Depth 76.0'— 90.4'.
Photo 2 — Groundwater Assessment Well GWA-7D. Box 2 of 2, Dated 3/16/15, Depth 90.4'— 91.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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177

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
. a^
rrs; : UrIX aS C,966K
Photo 1 — Groundwater Assessment Boring GWA-8D. Sample HA -1, Dated 4/7/15, Depth 0.0' — 5.0'.
SRS B AOS CR(ZK
�. 9
WPM: 5.0 — (c,.S FT
Photo 2 — Groundwater Assessment Boring GWA-8D. Sample SS -1, Dated 4/7/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
178

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3 — Groundwater Assessment Boring GWA-8D. Sample SS -2, Dated 4/7/15, Depth 10.0' — 11.5'.
W1¢,
6 + = GwA- SD
�. DATS:
is. — 16.5 Pr
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Photo 4 — Groundwater Assessment Boring GWA-8D. Sample SS -3, Dated 4/7/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
179

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment LQ%—j
Appendix L, Sample Photographs
rti5' 8S CRCK '`
Rn DATA y14-J�s
= TM - 20 . v - 2 I . S FT
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6 11,11 �ftvl
Photo 5 — Groundwater Assessment Boring GWA-8D. Sample SS -4, Dated 4/7/15, Depth 20.0'— 21.5'.
GWA- 9 D
DA'C6 - q 1 jS
rite: 1-3-: 0 S
W'%r : ZS . 0- Z6• S FT
Ftbc 0WOM : l6
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2_
.2 .3 a 5 s; $ 9 a NO 47.4 ±S i YS �
Photo 6 — Groundwater Assessment Boring GWA-8D. Sample SS -5, Dated 4/7/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
Photo 8 - Groundwater Assessment Boring GWA-8D. Sample SS -7, Dated 4/8/15, Depth 35.0'- 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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phs
Appendix L, Sample Photographs
p 9
00
C966K
C NIA - O D
Photo 7 - Groundwater
Assessment Boring GWA-8D. Sample SS -6, Dated 4/7/15, Depth 30.0'- 31.5'.
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1,00+:2-o
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v
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got N(.7 • G wR
9LbwS
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Photo 8 - Groundwater Assessment Boring GWA-8D. Sample SS -7, Dated 4/8/15, Depth 35.0'- 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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Photo 7 - Groundwater
Assessment Boring GWA-8D. Sample SS -6, Dated 4/7/15, Depth 30.0'- 31.5'.
U11WS Cat-; IK-
got N(.7 • G wR
DEQ 35.0-3+- -5 jFr
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Photo 8 - Groundwater Assessment Boring GWA-8D. Sample SS -7, Dated 4/8/15, Depth 35.0'- 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
181

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
GwA -PS-P
/I/.-, let
Photo 9 — Groundwater Assessment Boring GWA-8D. Sample SS -8, Dated 4/8/15, Depth 40.0' — 40.2'.
&O(Wa GWA - 8P
TIM16: dq: yv
3.
4d
• •
Photo 10 — Groundwater Assessment Boring GWA-8D. Sample SS -9, Dated 4/8/15, Depth 45.0'— 46.4'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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182

i
Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 11 — Groundwater Assessment Boring GWA-8D. Sample SS -10, Dated 4/8/15, Depth 50.0'— 50.9'.
,A
Photo 12 — Groundwater Assessment Boring GWA-8D. Sample SS -11, Dated 4/8/15, Depth 55.0'— 55.7'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 14 — Groundwater Assessment Boring GWA-8D. Sample SS -13, Dated 4/8/15, Depth 65.0'— 65.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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184
°bIR �Nla •
6 WA — STs
DEPT}4 :
60.0 — 6D . q
(tNlcties) : yl
Photo 14 — Groundwater Assessment Boring GWA-8D. Sample SS -13, Dated 4/8/15, Depth 65.0'— 65.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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Photo 13 — Groundwater Assessment Boring GWA-8D. Sample SS -12, Dated 4/8/15, Depth 60.0'— 60.2'.
36ew4 . ca wA - $► Y
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D6PM : bS. v - GS . 3 Fr
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Photo 14 — Groundwater Assessment Boring GWA-8D. Sample SS -13, Dated 4/8/15, Depth 65.0'— 65.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
184

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment LQ%—j
Appendix L, Sample Photographs
'Af'
T!
Dep(} : 40. o = '40 .Z FT-
.
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3
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Photo 15 — Groundwater Assessment Boring GWA-8D. Sample SS -14, Dated 4/8/15, Depth 70.0'— 70.2'.
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DC-PT)4 S • a -'45.3
3 • S
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Photo 16 — Groundwater Assessment Boring GWA-8D. Sample SS -15, Dated 4/8/15, Depth 75.0'— 75.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
185

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�N(a G IMA -
T1 tie b . 2$
D6PTH =a
a - a �4
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Photo 17 — Groundwater Assessment Boring GWA-8D. Sample SS -16, Dated 4/8/15, Depth 80.0'— 81.4'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
186

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
6 7 A 9 r
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Photo 1 — Groundwater Assessment Boring GWA-9GTB, Sample AG -1, Dated 5/27/15, Depth 0.0'— 5.0'.
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Photo 2 — Groundwater Assessment Boring GWA-9GTB, Sample SS -1, Dated 5/27/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
187

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
4
� 3 i
Photo 3 — Groundwater Assessment Boring GWA-9GTB, Sample SS -2, Dated 5/27/15, Depth 10.0'-
11. 5'.
0.0'-
11.5'.
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Photo 4 — Groundwater Assessment Boring GWA-9GTB, Sample SS -3, Dated 5/27/15, Depth 15.0'-
16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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188
cow
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Photo 3 — Groundwater Assessment Boring GWA-9GTB, Sample SS -2, Dated 5/27/15, Depth 10.0'-
11. 5'.
0.0'-
11.5'.
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Photo 4 — Groundwater Assessment Boring GWA-9GTB, Sample SS -3, Dated 5/27/15, Depth 15.0'-
16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
188

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
O�rN�► QW A - 9 +STA
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f Jrj
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Photo 5 — Groundwater Assessment Boring GWA-9GTB, Sample SS -4, Dated 5/27/15, Depth 20.0'-
21.5'.
"Sis : &ftvv'3(.'gMC
6OXINL' : Ij A - 9 STA
1. = 51Z—+ 115
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Photo 6 — Groundwater Assessment Boring GWA-9GTB, Sample SS -5, Dated 5/27/15, Depth 25.0'-
26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
189

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 7 — Groundwater Assessment Boring GWA-9GTB, Sample SS -6, Dated 5/27/15, Depth 30.0'-
31.5'.
F -
r �
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Photo 8 — Groundwater Assessment Boring GWA-9GTB, Sample SS -7, Dated 5/27/15, Depth 35.0'-
36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
190

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 9 — Groundwater Assessment Boring GWA-9GTB, Sample SS -8, Dated 5/27/15, Depth 40.0'-
41.5'.
,TF:Lb�►�
MONO = 6►M!A -9 �iTA
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Photo 10 — Groundwater Assessment Boring GWA-9GTB, Sample SS -9, Dated 5/27/15, Depth 45.0' —
46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
191

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
5 12-4 1 I'1-
T-1
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Photo 11 — Groundwater Assessment Boring GWA-9GTB, Sample SS -10, Dated 5/27/15, Depth 50.0'-
51.5'.
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Photo 12 — Groundwater Assessment Boring GWA-9GTB, Sample SS -11, Dated 5/27/15, Depth 56.0' —
57.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
192

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
I
Photo 13 — Groundwater Assessment Boring GWA-9GTB, Sample SS -12, Dated 5/27/15, Depth 60.0' —
61.5'.
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Photo 14 — Groundwater Assessment Boring GWA-9GTB, Sample SS -13, Dated 5/27/15, Depth 65.0'-
65.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
193
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Photo 13 — Groundwater Assessment Boring GWA-9GTB, Sample SS -12, Dated 5/27/15, Depth 60.0' —
61.5'.
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Photo 14 — Groundwater Assessment Boring GWA-9GTB, Sample SS -13, Dated 5/27/15, Depth 65.0'-
65.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
193

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
ohm., -
Photo 15 – Groundwater Assessment Boring GWA-9GTB, Sample SS -14, Dated 5/27/15, Depth 70.0'-
70.3'.
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Photo 16 – Groundwater Assessment Boring GWA-9GTB, Sample SS -15, Dated 5/28/15, Depth 75.0' –
75.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
194

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-9D. Box 1 of 1, Dated 5/30/15, Depth 75.5'— 90.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
195

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 1 — Groundwater Assessment Boring GWA-10S, Sample SS -1, Dated 4/13/15, Depth 5.0'— 6.5'.
Photo 2 — Groundwater Assessment Boring GWA-10S, Sample SS -2, Dated 4/13/15, Depth 9.0'— 10.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
196

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
P'geokv3
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Photo 3 — Groundwater Assessment Boring GWA-10S, Sample SS -3, Dated 4/13/15, Depth 14.0'— 15.4'.
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Photo 4 — Groundwater Assessment Boring GWA-10S, Sample SS -4, Dated 4/13/15, Depth 19.0'— 20.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
197

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 5 - Groundwater Assessment Boring GWA-10S, Sample SS -5, Dated 4/13/15, Depth 24.0'- 25.5'.
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Photo 6 - Groundwater Assessment Boring GWA-10S, Sample SS -6, Dated 4/13/15, Depth 29.0'- 30.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
198
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Photo 5 - Groundwater Assessment Boring GWA-10S, Sample SS -5, Dated 4/13/15, Depth 24.0'- 25.5'.
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Photo 6 - Groundwater Assessment Boring GWA-10S, Sample SS -6, Dated 4/13/15, Depth 29.0'- 30.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
I.WJIf
34.54b'
4 P5
Photo 7 — Groundwater Assessment Boring GWA-10S, Sample SS -7, Dated 4/13/15, Depth 34.0'— 35.5'.
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Photo 8 — Groundwater Assessment Boring GWA-10S, Sample SS -8, Dated 4/13/15, Depth 39.0'— 40.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
'PefewS Greer.
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Photo 9 — Groundwater Assessment Boring GWA-10S, Sample SS -9, Dated 4/13/15, Depth 44.0'— 44.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
200

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 —Groundwater Assessment Well GWA-10D. Box 1 of 1, Dated 4/16/15, Depth 49.0'-64.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
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Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
4
ekws of (Me
GWA '1 15
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Photo 1 —Groundwater Assessment Boring GWA-11 S, Sample SS -1, Dated 4/7/15, Depth 3.0'-4.5'.
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Photo 2— Groundwater Assessment Boring GWA-11 S, Sample SS -2, Dated 4/7/15, Depth 8.0'-9.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
202

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
J 4
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Photo 3 — Groundwater Assessment Boring GWA-11 S, Sample SS -4, Dated 4/7/15, Depth 18.0' — 19.5'.
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Photo 4 — Groundwater Assessment Boring GWA-11 S, Sample SS -5, Dated 4/7/15, Depth 23.0'-24.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
203

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
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Photo 6 — Groundwater Assessment Boring GWA-11 S, Sample SS -7, Dated 4/7/15, Depth 33.0'— 34.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
204

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs FN
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x/7//6
1:35 PON
Stows = 6-`t-1C►C'�q�
Photo 7 — Groundwater Assessment Boring GWA-11 S, Sample SS -8, Dated 4/7/15, Depth 38.0'— 39.5'.
'yet. +. a ' :,r+',.°,3if• t 7
p E3c1�ws C; eeK
a� 146 QM
Photo 8 — Groundwater Assessment Boring GWA-11 S, Sample SS -10, Dated 4/7/15, Depth 48.0'— 49.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
205

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
r
X
�'cjcws C�eeX
GWA -it 570
53.0 %-.53.J5
A117115
3= 10
im
Photo 9— Groundwater Assessment Boring GWA-11 S, Sample SS -10, Dated 4/7/15, Depth 53.0'-53.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
206

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Born T- D GWA-f I Fir -"Y h, o
ob : %
f3OX 1 J7
�tfl- 71
Kc.wy: qac
-4
gab:7 �
PC-
Photo 1 —Groundwater Assessment Well GWA-11 D. Box 1 of 1, Dated 4/10/15, Depth 57.0'— 72.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
207

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
it d, l l i• 4(r l;,;'' ri r�;N67
W
.A•'
Photo 1 — Groundwater Assessment Boring GWA-12S. Sample AG -1, Dated 4/13/15, Depth 0.0'— 5.0'.
[i � S}':p��•ep
srVE • BMWs CRGSK
Photo 2 — Groundwater Assessment Boring GWA-12S. Sample SS -1, Dated 4/13/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
208

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�ORIN6- ��p -Itis'
IME= Dg . Y%
CEM: ID - IV5 Fr
KGW(jC - IS S
MOWS
9 ,
9 �r
t , t
Pr
Photo 3 — Groundwater Assessment Boring GWA-12S. Sample SS -2, Dated 4/13/15, Depth 10.0'-
11. 5'.
0.0'-
11.5'.
Photo 4 — Groundwater Assessment Boring GWA-12S. Sample SS -3, Dated 4/13/15, Depth 15.0'-
16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
209

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 5 — Groundwater Assessment Boring GWA-12S. Sample SS -4, Dated 4/13/15, Depth 20.0'-
21.5'.
%69.106- WA -124
Cbl= q/1311T-
Ime: D4f• is
DEM= ZS.o -zc•� -
'�£iGCIN+r,�'
ga WS = 3 5 -(v
Photo 6 — Groundwater Assessment Boring GWA-12S. Sample SS -5, Dated 4/13/15, Depth 25.0'-
26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
210

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
.WRILIV- 7! 1aIIa
I l M(;:'to: xO,.
DCM so.o -3k.s i=T-
M'(wavp
&AWS
:R.. a 3 .. .4 .9 -
.. 5 6 -;
11
h
Photo 7 — Groundwater Assessment Boring GWA-12S. Sample SS -6, Dated 4/13/15, Depth 30.0'-
31.5'.
5m: 8610vis Cask
190QiN6: WA -124
rme: to: y 3
DEPTH " 35. o - sb •s Fr
UDWS 6-13- i1
Photo 8 — Groundwater Assessment Boring GWA-12S. Sample SS -7, Dated 4/13/15, Depth 35.0'-
36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
211

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
1
ITE:
U7k/A�1 LS
DA*W qllIS
TIME: 10:05
l�'P7�-1- 4b . D -115 Ft
NNF--7
.t
J
Photo 9 — Groundwater Assessment Boring GWA-12S. Sample SS -8, Dated 4/14/15, Depth 40.0'-
41.5'.
_� = r/ _ WS CKC-EK �
IVA
DAIF
ar
TIME: 10: S C(
-
Dom 4s- © - y6 . S Pr
2 3'. -3 4 .4� G,::: 7� S l
q. vo li ir
-
Alk
r`48, 'f.
AMA vA
A� 4;
Photo 10 — Groundwater Assessment Boring GWA-12S. Sample SS -9, Dated 4/14/15, Depth 45.0'-
46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
212

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�N GN/A
VjF: g1rj'11,C
TIME: 11:60
$0.0-51.5 FT
� - 1c, .2 fs-
L--
Photo 11 — Groundwater Assessment Boring GWA-12S. Sample SS -10, Dated 4/14/15, Depth 50.0'-
51.5'.
AW
�1-7-6 = 3aEVIS CXR K -
Im�
&WW6: C7?WA-t2S'
T1MF: 11•
OFP-r'# - 55.0 -6&.S FT
i
e
Photo 12 — Groundwater Assessment Boring GWA-12S. Sample SS -11, Dated 4/14/15, Depth 55.0'-
56.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
213

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
5I -W: URV/s C K
W(04: (2 WA - I
041F : 411 q / IC
T IMF; 12 : 55 g,r
opr
?CHCS)
,ws. 5010
Photo 13 — Groundwater Assessment Boring GWA-12S. Sample SS -12, Dated 4/14/15, Depth 57.0'—
Refusal.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
214

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
REC & / 1R%b 7D
1;C-1:S-S2'5F+)
MMMM..=.�
Slr� �jEt�w1'�xec-�
Photo 1 — Groundwater Assessment Well GWA-12BR. Box 1 of 4, Dated 4/2415, Depth 75.0'— 89.8'.
1PI
Photo 2 —Groundwater Assessment Well GWA-12BR. Box 2 of 4, Dated 4/2515, Depth 89.8'— 104.1'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
215

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3— Groundwater Assessment Well GWA-12BR. Box 3 of 4, Dated 4/2515, Depth 104.1'— 118.2'.
Photo 4— Groundwater Assessment Well GWA-12BR. Box 4 of 4, Dated 4/25/15, Depth 118.2'— 125.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
216

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-12D. Box 1 of 1, Dated 4/2215, Depth 59.0'— 74.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
217

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Boring GWA-16S/D. Sample AG -1, Dated 6/8/15, Depth 0.0'-
5.0'.
'7WM6
GWA ILP
DAA:
TIRE-
13
Pt�H-
v 5 Fr
D(;M
,,_$iwWS-'
HANK AU1*RjGb
Photo 1 — Groundwater Assessment Boring GWA-16S/D. Sample AG -1, Dated 6/8/15, Depth 0.0'-
5.0'.
3
Ir
Photo 2 — Groundwater Assessment Boring GWA-16S/D. Sample SS -1, Dated 6/8/15, Depth 5.0'-
5.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
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218
0AWA - R, 5' l 1>
DAA:
TIME=
=�13
D(;M
5-O -'S-5 FT
gLOw5-
S-4-5
L .••.3
.4 5 6 T'
3
Ir
Photo 2 — Groundwater Assessment Boring GWA-16S/D. Sample SS -1, Dated 6/8/15, Depth 5.0'-
5.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
218

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3 — Groundwater Assessment Boring GWA-16S/D. Sample SS -2, Dated 6/8/15, Depth 10.0'-
11. 5'.
0.0'-
11.5'.
''S
&V" OLS
V6 :
GWA - jcp s n
Dm-.
t1Sllg
TIME:
l q: 12
DUM: �
15.0 - I6 -is FT
vrp
Photo 4 — Groundwater Assessment Boring GWA-16S/D. Sample SS -3, Dated 6/8/15, Depth 15.0'-
16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
219

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r,
7�40'
D13iZW
I 1
R,
i�
Photo 5 — Groundwater Assessment Boring GWA-16S/D. Sample SS -4, Dated 6/8/15, Depth 20.0'-
21.5'.
S �
"lilf�
I -wA
- 1(-0 S 1
OEM=
25.0 - ZS.S >�
"W S-
SH
Photo 6 — Groundwater Assessment Boring GWA-16S/D. Sample SS -5, Dated 6/8/15, Depth 25.0'-
25.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
220

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
r -a
rrr�P�T
QWA - ICo
3Q-0 - 31.5 FT -
�r
izW 5:
4
51
t
.
Photo 7 — Groundwater Assessment Boring GWA-16S/D. Sample SS -6, Dated 6/8/15, Depth 30.0'-
31.5'.
A �WM6: GWA - IC, sl p
DM= (L.,/s/IS
XMI= S5, C? - 36 G :F -r
6NcN>:s) = ISv
VOWS lam- �1- 1.5
Photo 8 — Groundwater Assessment Boring GWA-16S/D. Sample SS -7, Dated 6/8/15, Depth 35.0'-
36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
221

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
1�
TIRE= IS 5-�
q0.0 -ill Fr
ZLOW 5: 15b A
Photo 9 — Groundwater Assessment Boring GWA-16S/D. Sample SS -8, Dated 6/8/15, Depth 40.0'-
41.5'.
F--
1116
ICo S f U3IA
Photo 10 — Groundwater Assessment Boring GWA-16S/D. Sample SS -9, Dated 6/8/15, Depth 45.0' —
46.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
222

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 11 —Groundwater Assessment Boring GWA-16S/D. Sample SS -10, Dated 6/8/15, Depth 50.0'-
51.5'.
(SrTF
�W� �'aWA - ICP S D
t)m - (,v /
TIME: 1-4=1 L
I P - 3 . o Fr- `r"b
S = sDf 0
2- 3 4 5 6 7 8 9 10 11 1F
a �
t�
4d
Photo 12 — Groundwater Assessment Boring GWA-16S/D. Sample SS -11, Dated 6/8/15, Depth 53.0'—
Refusal.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
223

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 —Groundwater Assessment Well GWA-16D. Box 1 of 1, Dated 6/11/15, Depth 54.0'-69.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
224

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Boring GWA-17D, Sample SS -1, Dated 6/8/15, Depth 0.0'— 5.0'.
r=
Photo 2 — Groundwater Assessment Boring GWA-17D, Sample SS -2, Dated 6/8/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
225

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
6 7 8 �J w0 l l q31 "1 9- 15
t7 f 10 20
Photo 3 — Groundwater Assessment Boring GWA-17D, Sample SS -3, Dated 6/8/15, Depth 10.0'— 11.5'.
s sAMMI"
r T
P
C -*IA_ I -W
to, ft-& r-1% -LL
Photo 4 — Groundwater Assessment Boring GWA-17D, Sample SS -4, Dated 6/8/15, Depth 15.0'— 16.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
226

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
:sem.. S
- - .3 buy y- 10 ,11
I
W I
Lie. '--�
b.1 91 �s
*-'fiW
Photo 5 — Groundwater Assessment Boring GWA-17D, Sample SS -5, Dated 6/8/15, Depth 20.0'— 21.5'.
.�c.irr-3 :ter s�(C
GWA- i 7
Pert, : z'
n _
1
add& Photo 6 — Groundwater Assessment Boring GWA-17D, Sample SS -6, Dated 6/8/15, Depth 25.0'— 26.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
227

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
v%
GWA~ 170
�' ows : 3.6 •S� (���
Photo 7 — Groundwater Assessment Boring GWA-17D, Sample SS -7, Dated 6/8/15, Depth 30.0'— 31.5'.
Nor
d C
.R ,R i.3 14 15
1. .2
r ii r•_ iIf _ i7ri
2021 22
4 . B 77
40
+I
A
Photo 8 — Groundwater Assessment Boring GWA-17D, Sample SS -8, Dated 6/8/15, Depth 35.0'— 36.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
228

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
6WA-170
Photo 9— Groundwater Assessment Boring GWA-17D, Sample SS -9, Dated 6/8/15, Depth 40.0'-41.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
229

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 1 — Groundwater Assessment Well GWA-17D. Box 1 of 1, Dated 6/11/15, Depth 42.0'— 57.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
230
Kec
4<f31J"r`
1
OX
RC -4 r1,7
2
C}1WP 11J
40
V,n Y
lava
Photo 1 — Groundwater Assessment Well GWA-17D. Box 1 of 1, Dated 6/11/15, Depth 42.0'— 57.0'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
230

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
'Z'"41 'W 4 5 fi T 2 3 - .4 5
2 a e B
Belews Creel( 54jmpk.T.D.
MW_ ODDS!'
0 - �5
y�� �t�Coycr y
W /
3 :00�
y4(- ht of ha"weer — 02 -
�1�s •
Photo 1 — Groundwater Assessment Boring MW-200BR. Sample SS -1, Dated 4/24/15, Depth 0.0'— 1.5'.
1
'Belews Greek S.D.
hIW-�vvA�'
5.0
7,,/ �l/5 GCoVC� y = !"�
3: if
(45)
Photo 2 — Groundwater Assessment Boring MW-200BR. Sample SS -2, Dated 4/24/15, Depth 5.0'— 6.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
231

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
'Bel ews LfccK
Mw-aooeR
y/aNJiS
W%?k 1-.i.
ss -'3 1
5 %1
Photo 3 — Groundwater Assessment Boring MW -200113R. Sample SS -3, Dated 4/24/15, Depth 9.0'— 9.4'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
232

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 1 —Groundwater Assessment Well MW -200113R. Box 1 of 3, Dated 4/25/15, Depth 12.3' — 27.1'.
Photo 2 —Groundwater Assessment Well MW -200113R. Box 2 of 3, Dated 4/25/15, Depth 27.1'-41.1'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
233

clews Gr«K
C -L_ 1 MI.I 1114
Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
Photo 3 — Groundwater Assessment Well MW -200113R. Box 3 of 3, Dated 4/25/15, Depth 41.1' — 50.3'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
234

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment �AJ�
Appendix L, Sample Photographs
.4
ff ��KE N�uaGY
rMW 202 BR
9 MAY 2 0 s� MlK[ r - •NSC&
Dsr� :
?J vwav6 4 -
Ree qv d
REtovd Ft = /ao%
VI
Et4VIAONMIFWAV/3)VPLICATV'
D
Photo 1 — Groundwater Assessment Boring MW-202BR. Sample SS -1, Dated 5/9/15, Depth 50.0'— 51.5'.
pal
t
,f
Q ti�
Qt�KE NErRG`i 8��+�ws �R,fE�tr `,
rAW 202 BR
Orv*-a = 65.E ' ,0 6�.2 •
tj
REcovd Ay 6y 1. rt%rg'
S's - 13
LI
Photo 2 — Groundwater Assessment Boring MW-202BR. Sample SS -2, Dated 5/9/15, Depth 65.0'— 66.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
235

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
y
IV W -P IL AL S J p
L 1 1Rfcovs oaY : 100%
6$-14
Photo 3 — Groundwater Assessment Boring MW-202BR. Sample SS -3, Dated 5/9/15, Depth 70.0'— 71.5'.
,J
g 8' IL _ 9 5• g z t' '
MW 202 BR
AAK-11 2-0057
Rtco,i•blw.Y = loo
Photo 4 — Groundwater Assessment Boring MW-202BR. Sample SS -4, Dated 5/9/15, Depth 75.0'— 75.4'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
236

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ��
Appendix L, Sample Photographs
Photo 1 — Groundwater Assessment Well MW -202113R. Box 1 of 4, Dated 3/17/15, Depth 81.0'— 86.0'.
Photo 2 — Groundwater Assessment Well MW -202113R. Box 1 of 4, Dated 3/17/15, Depth 86.0'— 90.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
237

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3 — Groundwater Assessment Well MW-202BR. Box 1 of 4, Dated 3/17/15, Depth 86.0'— 90.5'.
Photo 4 — Groundwater Assessment Well MW-202BR. Box 1 of 4, Dated 3/17/15, Depth 90.5'— 95.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
238

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs FN
Photo 5 — Groundwater Assessment Well MW-202BR. Box 1 of 4, Dated 3/17/15, Depth 90.5'— 95.5'.
Photo 6 — Groundwater Assessment Well MW-202BR. Box 1 of 4, Dated 3/17/15, Depth 95.5'— 100.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
239

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs
BPI :
Photo 7 — Groundwater Assessment Well MW -202113R. Box 2 of 4, Dated 3/17/15, Depth 100.5'— 105.5'.
Photo 8 — Groundwater Assessment Well MW -202113R. Box 2 of 4, Dated 3/17/15, Depth 100.5'— 105.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
240

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
M! a
L
Photo 9— Groundwater Assessment Well MW-202BR. Box 2 of 4, Dated 3/17/15, Depth 105.5'— 110.5'.
Photo 10— Groundwater Assessment Well MW-202BR. Box 2 of 4, Dated 3/17/15, Depth 105.5'— 110.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
241

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Be1�ws C�ee.K
Ntw 2a2 ¢jR
oma .
Photo 11 — Groundwater Assessment Well MW-202BR. Box 2 of 4, Dated 3/18/15, Depth 110.5'— 115.5'.
,
d -t-- G P� C go."y
. , j3e1e�sry �,re�Q�
j-
Photo 12 —Groundwater Assessment Well MW-202BR. Box 2 of 4, Dated 3/18/15, Depth 110.5'— 115.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
242

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs
-Allow-
jc
17
T'4
<
Photo 13 —Groundwater Assessment Well MW-202BR. Box 3 of 4, Dated 3/18/15, Depth 115.5'— 120.5'.
C — -5 707- K
101,
J-" C— C)
I'ice'o �11 m 7
Photo 14 — Groundwater Assessment Well MW-202BR. Box 3 of 4, Dated 3/18/15, Depth 115.5'— 120.5'.
hdrinc.corn 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone] 243

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 15 — Groundwater Assessment Well MW-202BR. Box 3 of 4, Dated 3/18/15, Depth 120.5'— 125.5'.
Photo 16 — Groundwater Assessment Well MW-202BR. Box 3 of 4, Dated 3/18/15, Depth 120.5'— 125.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
244

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 17 — Groundwater Assessment Well MW-202BR. Box 3 of 4, Dated 3/18/15, Depth 125.5'— 130.5'.
Photo 18 — Groundwater Assessment Well MW-202BR. Box 4 of 4, Dated 3/18/15, Depth 125.5'— 130.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
245

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
SrTE =
RmaO JS Ci eK
60KIN(-q '
NAW -7,03'5R,
DATE:
3118115
ITiM6.7
V2: 55
WT4-
0-5 FT
91-0WS = 0/A 6RA$ SAHME
2)l 2 3 n s 6 7 a 9- 10 FT a*j r3
_E 3 .R6 .i a .i '673 _r
Photo 1 - Groundwater Assessment Boring MW -203113R. Grab Sample, Dated 3/18/15, Depth 0.0'- 5.0'.
ni
` 1. a '7• rt':c;ii„7`§7i:._ .. 1• "
7.6 8 .T 9 ,@ 10
a
Photo 2 - Groundwater Assessment Boring MW-203BR. Sample SS -1, Dated 3/18/15, Depth 10.0' -
11.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
246

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3 — Groundwater Assessment Boring MW -203113R. Sample SS -2, Dated 3/18/15, Depth 15.0' —
16.5'.
T�M� • Ib : 5v -
APTK20_0- 2 x.57
`SLOWS* 1 -q -q
Photo 4 — Groundwater Assessment Boring MW-203BR. Sample SS -3, Dated 3/18/15, Depth 20.0'-
21.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
247

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
M' -7,c)3 Me kwbitt"
S�18I �5
iL fTK : , 2.S.O - 2L.1 FT
SLOWS • Z -15
Photo 5 — Groundwater Assessment Boring MW-203BR. Sample SS -4, Dated 3/18/15, Depth 25.0'-
26. 1'.
5.0'-
26.1'.
0
Photo 6 — Groundwater Assessment Boring MW-203BR. Sample SS -5, Dated 3/19/15, Depth 30.0'-
31.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
248

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment ���
Appendix L, Sample Photographs
1
F14
3 .4
-- _ •'mc• --s^^ - ,tea
Amok
Photo 7 — Groundwater Assessment Boring MW-203BR. Sample SS -6, Dated 3/19/15, Depth 35.0'-
36.5'.
'ir�M6= 10:35
Drop% = X10- d - 4'1.5 FT
BLOWS: 3 -L --f
.f 1)7I'19npi9T1)3Tr rr. l.•.;i .'3 T 4 __ i
4 .51 8 .7 .81 91 ® .t .2
f
Photo 8 — Groundwater Assessment Boring MW-203BR. Sample SS -7, Dated 3/19/15, Depth 40.0'-
41.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
249

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment ���
Appendix L, Sample Photographs
Now
Photo 9 — Groundwater Assessment Boring MW-203BR. Sample SS -8, Dated 3/19/15, Depth 45.0'-
46.5'.
WIN4 -
M W — 70-J., B^
OATC
-�P/Iqfm-
TIME
tME=
I1:00
50-0 -51-5 Pr
MPTN =
q<- 0 - X16.5 fr
stows
8 -1-12-
Now
Photo 9 — Groundwater Assessment Boring MW-203BR. Sample SS -8, Dated 3/19/15, Depth 45.0'-
46.5'.
F;.
Photo 10 — Groundwater Assessment Boring MW-203BR. Sample SS -9, Dated 3/19/15, Depth 50.0'-
51.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
250
OATC
TIME
D TN=
50-0 -51-5 Pr
F;.
Photo 10 — Groundwater Assessment Boring MW-203BR. Sample SS -9, Dated 3/19/15, Depth 50.0'-
51.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
250

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment ���
Appendix L, Sample Photographs
Do-"VJ� T-3V-3�/
-1
14
Photo 11 — Groundwater Assessment Boring MW-203BR. Sample SS -10, Dated 3/19/15, Depth 55.0'-
56.5'.
.7
• Y
�nL1Nh : 1u11aI - 7112 Rfl
Photo 12 — Groundwater Assessment Boring MW-203BR. Sample SS -11, Dated 3/19/15, Depth 60.0' —
61.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
251

Duke Energy Carolinas, LLC i Belews Creek Steam Station - CSA Groundwater Assessment ���
Appendix L, Sample Photographs
P' .7, -M .
$vE Is O,f,Ci-
MW - 21A
lwc
TIHC
MOM iso - -5 Fr
I
I
Photo 13 — Groundwater Assessment Boring MW-203BR. Sample SS -12, Dated 3/19/15, Depth 65.0' —
66.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
252

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment
Appendix L, Sample Photographs r �_
r ...,. .,
e� W�
Photo 1 — Groundwater Assessment Well MW -203113R. Box 1 of 4, Dated 3/21/15, Depth 70.5'— 88.0'.
Photo 2 — Groundwater Assessment Well MW -203113R. Box 2 of 4, Dated 3/21/15, Depth 88.0'— 102.2'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
253

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
Photo 3— Groundwater Assessment Well MW -203131R. Box 3 of 4, Dated 3/23/15, Depth 102.2'— 116.2'.
Photo 4— Groundwater Assessment Well MW -203131R. Box 4 of 4, Dated 3/23/15, Depth 116.2'— 120.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
254

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
�n•' �' 2 3 4 5 .G r
i P
rj r a .i1 Al i1� 1 . U}
17• (a —55
fitovely
3-3—q(7)
J
Photo 1 — Groundwater Assessment Boring S113-3, Sample SS -2, Dated 4/25/15, Depth 4.0' — 5.5'.
Photo 2 — Groundwater Assessment Boring SB -3, Sample SS -3, Dated 4/25/15, Depth 6.0'— 7.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
255

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
t
omple
q.QC�Gp
$.o �
&OWAI • ��
66o
Photo 3 — Groundwater Assessment Boring SB -3, Sample SS -4, Dated 4/25/15, Depth 8.0'— 9.5'.
'`p`elewS &eer—
10.4 11,!5 <<
X25
il"'/rte
9 55e^-
BbM>: 5-3-N (7)
Photo 4 — Groundwater Assessment Boring SB -3, Sample SS -5, Dated 4/25/15, Depth 10.0'— 11.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
256

Duke Energy Carolinas, LLC I Belews Creek Steam Station - CSA Groundwater Assessment FN
L, Sample Photographs
r•-
"r pelews
� V
Yea%l5
/0: 0'5 ate.
6S. f>-/g-
Photo
5 — Groundwater Assessment Boring S113-3, Sample SS -6, Dated 4/25/15, Depth 12.0'— 13.5'.
hdrinc.com 440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202-2075
[phone]
257