4_FINAL_CSA Supplement 2_Belews_Appendix A

Ash Basin Background Monitoring Well Boring Logs
Y BG-1 D
Y BG-1 GTB
Y BG-1S
Y BG-2D
Y BG-2BR
Y BG-2S
Y BG-3D
Y BG-3S
Y MW-202BR
Y MW-202GTB

BORING NUMBER BG-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 - 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, 3.8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 929473.28 EASTING 1686139.35
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 DATE/TIME 7/7/2015 48.09 ft / Elev 757.54 ft
NOTES NE of Active Ash Basin 1 DATEITIME ---
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REMARKS
MONITORING
❑
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0
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(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,
SS-2
z(8)
7
Reddish Yellow (5YR 6/6)
10
Continued: As Above Except Reddish Yellow
11' - 12.5' Total Inorganics and TOC
sS - 3
4(84
7
(7.5YR 8/6)
Samples Obtained
15
Continued: As Above Except Stiff, Reddish
sS - 4
3-44-5
8
Yellow (7.5YR 8/6)
20
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)
z2)
(SAPROLITE)
25

BORING NUMBER BG-1 D
S. Church Street, Suite 900
Charlotte, NC28202-2075 PAGE 2 OF 3
F)�440
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
MONITORING
NITORING
WELL
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(ML) SILT, Very Stiff, Light Brown (7.5YR 6/4),
Non -Plastic, Dry, Nocohesive, Trace Organic
Material, (SAPROLITE) (continued)
USS
23-22-21
8
Continued: As Above Except Hard, Strong
(43)
Brown (7.5YR 5/6), Moist
30
Continued: As Above Except White (7.5YR 8/1),
31' - 32.5' Total Inorganics and TOC
_j
SS - 7
26(35)
(35)
with Fine Gravel
Samples Obtained
Continued: As Above Except
35
SAPROLITE/WEATHERED ROCK)
SS - 8
50/2"
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
RC-1
100
44
Brownish Gray (10YR 6/2), Medium Foliated
Decomposed, Moderately to Intensely
(FRACTURED/WEATHERED ROCK)
Fractured
43.1' Joint, 65°, Open, Heavy Fe and Mn
Staining, Rough
45
Continued: As Above Except Strong to Very
Strong, Very Dark Gray (N3), Micaceous
44.4' Slightly Decomposed, Some Fe and
Mn Staining, Micaceous
(SOUND ROCK)
i
RC-2
100
86
47' - 57' Lost Circulation
50

BORING NUMBER BG-1 D
S. Church
Street, Suite 900
Charlotte, NC28202-2075
PAGE 3 OF 3
F)�440
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
MONITORING
WELL
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QUARTZ -FELDSPAR GNEISS, Strong to Very
50.2' - 52.2' Heavy Fe Staining
Strong, Very Dark Gray (N3), Medium Foliated,
RC-3
100
68
Micaceous (SOUND ROCK) (continued)
r.
55
RC-4
100
100
Boring Terminated at 57' BGS
Monitoring Well Installed on 4/3/15
Well Screened Interval 47' - 52' BGS
Bottom of borehole at 57.0 feet.

BORING NUMBER BG-1 GTB
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 OF 2
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
DATE STARTED 3/28/15 COMPLETED 3/31/15 GROUND ELEVATION 805.34 ft HOLE SIZE(S) 8 inches
DRILLING CONTRACTOR Parratt-Wolff, Inc. NORTHING 929471.66 EASTING 1686145.19
DRILLING METHOD 4 1/4" ID HSA GROUND WATER LEVELS:
LOGGED BY M. Douglas CHECKED BY J. Catches DATE/TIME --
NOTES NE of Active Ash Basin DATEITIME ---
az
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REMARKS
MONITORING
WELL
w
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`See BG-1 D for Lithology'
Boring Advanced for Purpose of Conducting
In -Situ Permeability Tests
5
18' Flush Bottom (Falling Head)
10
15
Permeability Test Conducted 3/30/15
18' - 23' Well Point (Falling Head)
20
Permeability Test Conducted 3/30/15
25

BORING NUMBER BG-1 GTB
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
PAGE 2 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
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REMARKS
MONITORING
WELL
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`See BG-1D for Lithology'
30
35.5' Flush Bottom (Falling Head)
35
Permeability Test Conducted 3/31/15
35.5' - 40.5' Wel Point (Falling Head)
Permeability Test Conducted 3/31/15
40
Boring Terminated at 40.5' BGS
Grouted to Surface on 3/31/15
Bottom of borehole at 40.5 feet.

BORING NUMBER BG-1 S
440 S. Church Street, Suite 900
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 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 DATE/TIME 7/7/2015 --- Dry
NOTES NE of Active Ash Basin DATEITIME ---
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REMARKS
MO RING
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`See BG-1 D for Lithology'
Boring Advanced for the Purpose of
Obtaining Samples and Installing Monitoring
Well
5
15' - 16.9' Undisturbed Sample Obtained
10
15
UD-1
23
20
25

BORING NUMBER BG-1 S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
PAGE 2 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
az
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REMARKS
MONITORING
WELL
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`See BG-1D for Lithology'
30
34.5' - 36.8' Undisturbed Sample Obtained
35
UD-2
28
SS-1
14
40
41' - 42' Total Inorganics and TOC Samples
SS-2
11-16-
50�4„
16
Obtained
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.

BORING NUMBER BG-2BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 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
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. Lijek CHECKED BY J. Catches T DATE/TIME 7/7/2015 45.55 ft / Elev 764.50 ft
NOTES NE of Active Ash Basin 1 DATEITIME ---
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`See BG-2D for Lithology (0'-80')"
Hole Sizes:
10" 0' - 65'
5.9" 65' - 80'
4.9" 80' - 129.5'
5
10
15
20
25

BORING NUMBER BG-2BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 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
az
❑
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REMARKS
MONITORING
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`See 3G-2D for Lithology (0'-80')*
30
35
40
45
50

BORING NUMBER BG-2BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 3 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
az
❑
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`See BG-2D for Lithology (0'-80')*
55
80' Reamed With 5 7/8" TMR, 5" PVC
60
65
Casing Installed, Grouted to Surface
70
75

BORING NUMBER BG-2BR
S. Church Street, Suite 900
Charlotte, NC28202-2075 PAGE 4 OF 6
F)�440
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
Z
=
HW
�H��WY�
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�
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DESCRIPTION
REMARKS
NITORING
MONITORING
WELL
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75
*See BG-2D for Lithology (0'-80')'
80
80' Fresh to Slightly Decomposed, Slightly
i
MICA SCHIST, Strong, Very Dark Gray (N3) to
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
86' Gradational Contact
i•
AUGEN GNEISS, Strong, Very Dark Gray (N3)
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
RC-3
100
98
95
Continued: As Above Except White (N8) to Dark
Gray (N4), Thinly to Medium Banded,
94.5' Joints, 30°, Parallel, Fresh
Micaceous, with Trace Garnet
RC-4
100
100
100

BORING NUMBER BG-2BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 5 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
aZ
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REMARKS
MONITORING
WELL
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100
AUGEN GNEISS, Strong, White (N8) to Dark
Gray (N4), Thinly to Medium Banded, with
Quartz Veins (SOUND ROCK) (continued)
RC-5
100
100
105
RC-6
100
148
107.4' - 108' Fracture Zone, 0° to 20°,
Slickensides
109' Joints, 0° to 90°, Healed
110
Continued: As Above Except Increasing
Abundance of Mafic Minerals
RC-7
100
100
115
RC-8
98
98
120
RC-9
100
98
125

440 S. Church Street, Suite 900
F)"'Z Charlotte, NC 2875
Phone:[phone]
6700
hdrinc.com/follow-us
BORING NUMBER BG-2BR
PAGE 6OF6
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
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REMARKS
MONITORING
WELL
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125
10 - I I100I98
AUGEN GNEISS, Strong, White (N8) to Dark 125.5' Joints Along Foliation, Likely
Gray (N4), Thinly to Medium Banded (SOUND Mechanical
ROCK) (continued)
Bottom of borehole at 129.5 feet.
Boring Terminated at 129.5' BGS
Monitoring Well Installed on 04/10/15
Well Screened Interval 80.5' - 85.5' BGS

BORING NUMBER BG-2D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 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
DATE STARTED 3/23/15 COMPLETED 3/30/15 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, HQ Core GROUND WATER LEVELS:
LOGGED BY M. Phillips CHECKED BY J. Catches T DATE/TIME 7/7/2015 46.03 ft / Elev 763.92 ft
NOTES NE of Active Ash Basin 1 DATEITIME ---
W Z
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3:1-Z)
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DESCRIPTION
REMARKS
MONITORING
❑
dU
m0>
OHO
U
g�
¢
OZ
0
w
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n
cz
ry
r
0
(ML) SILT, Red (2.5YR 4/6), Non -Plastic, Dry,
0' - 5' Hand Augered
Noncohesive, With Clay (SOIL)
Hole Sizes:
12"0'-65'
5.9" 65' - 80'
1' - 2' Total Inorganics and TOC Samples
Obtained
5
Continued: As Above Except Stiff, with Relict Mn
10' - 11.5' Total Inorganics and TOC
10
SS - 1
3-4-6
(10)
9
Veins
Samples Obtained
15
Continued: As Above Except Medium Stiff,
SS - 2
3-44
8
Yellow (10YR 8/6)
------ --------------
(ML) SILT WITH SAND, Stiff, Very Pale Brown
(10YR 8/4), Non -Plastic, Dry, Noncohesive,
with Relict Mn Veins (SOIL)
20
20' - 21.5' Total Inorganics and TOC
$S - 3
4-5-6
(11)
11
Samples Obtained
25

BORING NUMBER BG-2D
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
aZ
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REMARKS
MONITORING
WELL
❑
dU
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25
(ML) SILT WITH SAND, Stiff, Very Pale Brown
SS-4
5-
12
(10YR 8/4) and Light Red (2.5YR 6/6),
(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
ss - 5
4-4-6
12
Pale Brown (2.5Y 8/3), with Fine Grained Sand
Samples Obtained
(10)
35
Continued: As Above with Fine Quartz
SS - 6
5-5-7
(12)
14
Fragments
40
Continued: As Above Except Reddish Yellow
SS - 7
3-5-8
12
(7.5YR 6/6), Moist, with Trace Clay
(13)
45
SILTY SAND, Medium Dense, Reddish
USS(SM)
6-7-11 (18)
8
Yellow (7.5YR 6/6), Non -Plastic, Moist,
�
Noncohesive, with Mn Veins (SOIL)
-
50

BORING NUMBER BG-2D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 3 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
aZ
❑
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REMARKS
MONITORING
WELL
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50
(SM) SILTY SAND, Medium Dense, Brownish
_j
SS - 9
7(1711 )
(17
17
Yellow (10YR 6/6), Non -Plastic, Moist,
Noncohesive (SOIL)
55
Continued: As Above Except Dense, Yellowish
SS-
6-
18
Brown (10YR 5/6), Dry (SAPROLITE)
10
(31)
31)
60
Continued: As Above Except Very Dense,
60' - 60.3' Total Inorganics and TOC
SS -
50/3"
3
11
Yellowish Brown (10YR 4/6)
Samples Obtained
(SAPROLITE/WEATHERED ROCK)
65' SPT Refusal, 6" PVC Casing Installed,
65
Grouted to Surface, Began HQ Coring
3/28/15
SS_
50/0"
0
MICA SCHIST, Strong, Very Dark Gray (N3),
12
Medium Banded (WEATHERED/FRACTURED
65' - 70' Well Point (Falling Head)
ROCK)
Permeability Test Conducted 3/25/15
65' - 68.5' Intensely Fractured, Joints,
Partially Open to Open, Some Surface
RC-1
54
22
Staining, Fe and Mn Mineralization
68.5' - 80' Moderately Decomposed,
HORNBLENDE SCHIST, Strong, Bluish Black
(10B 2.5/1), Medium Banded
Moderately Fractured, Joints, Partially
70
Continued: As Above Except SOUND ROCK
Open, Calcite Filled, Fe and Mn Stained
71.6' - 72' Total Inorganics and TOC
RC-2
96
54
Sample Obtained
75

F)�440 S. Church Street, Suite 900 BORING NUMBER BG-2D
Charlotte, NC28202-2075 PAGE 4 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
Z
=
Of
HW
�HD-jw
W
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DESCRIPTION
REMARKS
MONITORING
WELL
W V
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75
RC - 31 1 1 100 1 66
Continued: As Above Except SOUND ROCK
(continued)
Bottom of borehole at 80.0 feet.
75' High Angle Fracture at 70' ;
d
a
78' Joints, Vertical, Healed, Quartz and
Calcite Mineralization
Boring Terminated at 80' BGS
Monitoring Well Installed on 3/3/15
Well Screened Interval 70' - 75' BGS

BORING NUMBER BG-2S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 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
DATE STARTED 3/26/15 COMPLETED 3/27/15 GROUND ELEVATION 809.72 ft HOLE SIZE(S) 8 inches
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 T DATE/TIME 7/7/2015 47.63 ft / Elev 762.09 ft
NOTES NE of Active Ash Basin 1 DATEITIME ---
wZ
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DESCRIPTION
REMARKS
MONITORING
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`See i3G-21D for Lithology'
Boring Advanced for the Purpose of
Obtaining Samples and Installing Monitoring
Well
5
10
15
20
25

BORING NUMBER BG-2S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 3
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
az
❑
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REMARKS
MONITORING
WELL
w v
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`See 3G-2D for Lithology"
Al
30
40' - 41.5' Total Inorganics and TOC
35
40
USS
Samples Obtained
45
Water Level 45.6' BGS During Drilling
50

BORING NUMBER BG-2S
S. Church Street, Suite 900
Charlotte, NC28202-2075
PAGE 3 OF 3
F)�440
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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=
Hw
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DESCRIPTION
REMARKS
MONITORING
WELL
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*See BG-2D for Lithology*
50' - 51.5' Total Inorganics and TOC
SS - 2
Samples Obtained
55
55' - 57' Undisturbed Sample Obtained
55' - 60' Kd, HFO, TOC, and Mineralogy
UD -1
Samples Obtained
Boring Terminated at 60' BGS
Monitoring Well Installed on 3/27/15
60
Well Screened Interval 40' - 55' BGS
Bottom of borehole at 60.0 feet.

BORING NUMBER BG-3D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 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
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 T DATE/TIME 7/7/2015 28.74 ft / Elev 812.98 ft
NOTES SW of Active Ash Basin 1 DATEITIME ---
W Z
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=
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F W
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❑
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DESCRIPTION
REMARKSw
MONITORING
❑
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(ML) SILT, Red (2.5YR 4/8), Non -Plastic,
Hole Sizes:
Moist, Noncohesive (SOIL)
10" 0' - 56'
5.9" 56' - 71'
5
Continued: As Above Except Medium, Light Red
SS - 1
5(7)
(3)
18
(2.5YR 6/8)
10
10' - 16.5' Organic Staining
SS - 2
2(5)3
18
15
Continued: As Above Except Soft
SS - 3
1(13)2
18
20
Continued: As Above Except Stiff, Pink (5YR
$S - 4
6-7-7 (14)
14
7/4)
25

BORING NUMBER BG-3D
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 OF 3
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
az
❑
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REMARKS
MONITORING
WELL
❑
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(ML) SILT, Medium, Brownish Yellow (10YR
Ss - 5
z�5�z
12
6/8), Non -Plastic, Moist, Noncohesive, with
Fine Sand (SOIL)
30
Continued: As Above Except Reddish Yellow
SS - 6
2-2-3
18
(5YR 6/8)
35
--------------------
(SM) SILTY SAND, Medium, Light Yellowish
SS - 7
3�8)
18
Brown (2.5YR 6/4), Non -Plastic, Wet,
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,
(10I
with Some Fine Sand (SOIL)
45
--------------------
(SP) SAND WITH GRAVEL, Medium Dense,
SS-9
12-7-�
12
White (10YR 8/1), Micaceous (SAPROLITE)
t�a>
50

BORING NUMBER BG-3D
S. Church Street, Suite 900
Charlotte, NC28202-2075 PAGE 3 OF 3
F)�440
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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=
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�H��KYY
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DESCRIPTION
REMARKS
NITORING
MONITORING
WELL
W
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QO
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W
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50
(SP) SAND WITH GRAVEL, Medium Dense,
SS-
13-10-13
9.6
White (10YR 8/1), Micaceous, (SAPRLITE)
10
(z3)
(continued)
51.1' - 57.3' Joint, Vertical, Healed, Mn
Mineralization
55
ss -
Son"
2.4
11
MICA GNEISS, Moderate to Weak, Light Olive
56' Auger Refusal, Reamed With 10" TMR,
RC-1
86
0
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
60
RC-3
65
0
Fractured
60.3' Joint, 70°, Tight, Mn Mineralization
RC-4
Continued: As Above Except Moderate to
62' - 65' Foliation Joints, Tight, Mn Stained
70
0
Strong, Dark Grayish Brown (2.5Y 4/2)
65
66' - 66.8' Highly Decomposed, Intensely
RC - 5
71
23
Fractured
66.8' - 71' Fresh, Moderately to Intensely
RC-6
90
0
QUARTZ FELDSPAR GNEISS, Strong, Bluish
Fractured
Gray (10B 6/1), Gneissic, Thinly Foliated
(SOUND ROCK)
RC-7
100
67
70
Boring Terminated at 71' BGS
Monitoring Well Installed on 05/15/15
Well Screened Interval 62' - 67' BGS
Bottom of borehole at 71.0 feet.

BORING NUMBER BG-3S
440 S. Church Street, Suite 900
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 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 I DATE/TIME 7/7/2015 30.66 ft / Elev 811.80 ft
NOTES SW of Active Ash Basin 1 DATEITIME ---
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DESCRIPTION
REMARKS
MO RING
L
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❑
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`See i3G-31D for Lithology'
Boring Advanced for Purpose of Obtaining
Samples and Installing Monitoring Well
1' - 2' Total Inorganics and TOC Samples
Obtained
5
10' - 12' Total Inorganics and TOC Samples
10
Obtained
15
20' - 22' Total Inorganics and TOC Samples
20
Obtained
25

BORING NUMBER BG-3S
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 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
az
❑
�
�
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F w
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REMARKS
MONITORING
❑
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m0>
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2�
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25
`See BG-3D for Lithology'
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
35
40' - 42' Undisturbed, Kd and HFO Samples
40
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 MW-202BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 1 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
DATE STARTED 3/6/15 COMPLETED 3/19/15 GROUND ELEVATION 786.87 ft HOLE SIZE(S) 10, 5.9, inches
DRILLING CONTRACTOR Parratt-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 7 DATEITIME 7/7/2015 45.32 ft / Elev 741.55 ft
NOTES South of Site, Steam Plant Road 1 DATEITIME ---
W Z
c
c
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=
F W
<nw
3:1-Z)
❑
w
W 0
ZJ-
0❑¢
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UW
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DESCRIPTION
REMARKS
MONITORING
❑
dU
m0>
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g�
UZ
0
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¢n
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r
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
4-6-20
18
(10R 518) and Pale Yellowish Pink (7.5YR
(26)
9.5/2)
10
Continued: As Above Except Stiff, Light Red
SS - 2
s-a-s
5
(2.5YR 6/8), Moist
(10)
15
Continued: As Above Except Pale Brown (10YR
ss - 3
4-6-6
8
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,
(12)
Micaceous, Fine Grained (SOIL)
25
--------------------

BORING NUMBER MW-202BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 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
az
❑
�
�
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=
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F W
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REMARKS
MONITORING
WELL
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(SM) SILTY SAND, Loose, Very Pale Brown
SS-5
5-5-5
-5-
10
(10YR 7/4), Fine Grained, Non -Plastic, Dry,
Noncohesive, Uniform, with White Bands,
Micaceous, Mn Staining (SAPROLITE)
30
Continued: As Above Except Reddish Yellow
ss - 6
3(8�
13
(5YR 6/8)
35
Continued: As Above Except Moist
SS-7
5-
(100))
11
40
Continued: As Above Except Medium Dense,
SS - 8
7-8-13
10
Yellow (10YR 7/8), Dry, Fe Staining 40'-41'
(21)
45
Continued: As Above Except Very Dense, Mn
SS - 9
1s70)
14
Staining, with Coarse Sand Lens at 45.5'
(70)
50

BORING NUMBER MW-202BR
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 3 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
az
❑
�
�
a
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F W
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C'J
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DESCRIPTION
REMARKS
MONITORING
WELL
❑
dU
m0>
0x0
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SS -
4(17)
LTY SAD, Medium Dense, and
OI
10
(1�)
14
Pale Olive (5YN7//3) and White (N8)BF need
Grained, Non -Plastic, Dry, Noncohesive
(SAPROLITE) (continued)
55
--------------------
(ML) SANDY SILT, Hard, Very Pale Brown
SS -
18-19-24
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
50i2"
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)
14
(56)
75

BORING NUMBER MW-202BR
440 S. Church Street, Suite 900
Charlotte, NC28202-2075 PAGE 4 OF 6
F)Ili
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
Z
=
HW
�H-n_
YW
pU'
�R'
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DESCRIPTION
REMARKS
MONITORING
WELL
w
p
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aU
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m0>
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0
Y
QO
UZ
W
w
0
75
SS-
15
50/5"
6
(SM) SILTY SAND, Very Dense, Light
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-
50/0"
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
QUARTZ FELDSPAR GNEISS, Moderate,
RC-1
54
0
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
QUARTZ -FELDSPAR GNEISS, Weak, Light
Gray (5Y 7/1), Thinly Foliated (SOUND ROCK)
RC-4
100
86
100

BORING NUMBER MW-202BR
S. Church Street, Suite 900
Charlotte, NC28202-2075 PAGE 5 OF 6
F)�440
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
z
=
HW
�H-n_
YW
pU'
�R'
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DESCRIPTION
REMARKS
MONITORING
WELL
w
p
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aU
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Oz
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w
0
100
100.5' Foliation, 60'
FLASER GNEISS, Weak, Light Gray (5Y 7/1),
Thinly Foliated (SOUND ROCK)
SCHISTOSE MICA GNEISS, Weak, Dark
Bluish Gray (10B 8/1), Thinly Foliated (SOUND
ROCK)
RC-5
98
54
105
106'-116' Packer Test Conducted 3/19/15
RC-6
100
80
110
110.5' Foliation, 30°-40°
Continued: As Above Except Moderate
RC-7
100
66
114' 90° Fractures with Calcite Infilling
115
Continued: As Above with Feldspar Phenocrysts
115'-120.5' Foliation, 30°-40°, Healed
Fracture, 70°, Feldspar Phenocrysts
RC-8
100
80
FLASER GNEISS, Moderate to Strong, Dark
Bluish Gray (10B 4/1), Thin to Medium Foliated
(SOUND ROCK)
120
QUARTZ -FELDSPAR GNEISS, Strong, Dark
Bluish Gray (10B 4/1), Phyllitic in Part (SOUND
RC-9
96
80
ROCK)
125

440 S. Church Street, Suite 900
F)"'Z Charlotte, NC 2875
Phone:[phone]
6700
hdrinc.com/follow-us
BORING NUMBER MW-202BR
PAGE 6OF6
CLIENT Duke Energy Carolinas PROJECT NAME Belews Creek - CSA Groundwater Assessment
PROJECT NUMBER 244829 PROJECT LOCATION Stokes County, NC
z
wD
z
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0
=
Of
H
H
�D_w
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REMARKS
MONITORING
WELL
W
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125
RC- I 1100 190
10
it
QUARTZ -FELDSPAR GNEISS, Strong, Dark
Bluish Gray (10B 4/1), Phyllitic in Part (SOUND
ROCK) (continued)
Bottom of borehole at 130.5 feet.
Boring Terminated at 130.5' BGS
Monitoring Well Installed on 3/19/2015
Well Screened Interval 98'-103' BGS

BORING NUMBER MW-202GTB
440 S. Church Street, Suite 900
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 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 Hollow Stem Auger GROUND WATER LEVELS:
LOGGED BY M. Phillips CHECKED BY J. Catches DATE/TIME --
NOTES South of Site, Steam Plant Road DATEITIME ---
az
❑
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REMARKS
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WELL
w
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rY
0
`See MVV-202BR for Lithology°
Boring Advanced for the Purpose of
Obtaining Samples
5
10
15
20
25

BORING NUMBER MW-202GTB
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075 PAGE 2 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
az
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a
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F W
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❑
a_W
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OW
�
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DESCRIPTION
REMARKS
MONITORING
WELL
w v
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25
`See MVV-202BR for Lithology°
30
40'-42' Total Inorganics and TOC Samples
35
40
SS -
20-17-22
Obtained
(39)
45
Water Level 44.9' BGS During Drilling
47'-49' Total Inorganics and TOC Samples
LSS
9(20)7-1
Obtained
Boring Terminated at 49' BGS, Grouted to
Surface on 3/20/15
Bottom of borehole at 49.0 feet.

Pine Hall Road Landfill Background Monitoring Well
Boring Log
Y MW-3

N. C. Department of Human Resources
Division of Health Servicm
WELL COMPLETION RECORD
MPLETE ALL INFORMATION REQUESTED BELOW FOR EACH WELL INSTALLED, AND RETURN FORM TO THE
e. O. BOX 2091. RALEIGH, N.C. 27602 PARTMENT OF HUMAN RESOURCES, SOLID AND HAZARDOUS WASTE MANAGEMENT BRAT`
NAME OF SITE:
PERMIT NO.:
ADDRESS:
OWNER (print):
�'� • �©K -:5 / .<lG 7� •ram .� �J DRILLING CONTRACTOR.
�
REGLSiRATiON NO.:
Casing Type:
-X VC-- dj,,
2
Casing Depth:
Screen Type:
from �� to -�s� �7 �O ft. - dia.
S�oT..
in
`Z in.
Deptiu from
Grout t� to 3e v ft.. dia. _Z
Bentonite Scat: 3 �y
from to 35 . v
Screen Depth:
USG 7�'/u J-VG dia.
from . to ` 7- o ft. - du.
-_ in.
7.-
-di
Sand/Gravel PK: from • u ¢ .
m ---Zs - ft. - dia.
in.
Total Well Depth from c7 to a-7• fc.
Static Water Level: -3 '• 2' feet from top of casing
Date Measured • / 7
Yield (gpm): Method of Testing: c-IX14
Casing is G feet above 6"d s
REM,
DATE: __ ��_-� SIGNATURE----dl-�� < .�'/.✓,;r /�

Form 25630 (R3.871
FORM M-26C REVISION 2
DUKE POWER COMPANY PaG -L—OF Z.-
CONSTRUCTION
PROJECT
�DEPARTMENT
SOIL TEST
BORING_ FIELD REPORT
r
JOB NO. N /,1�
STARTING TIME ^1,C�
JOB NAME- 16Z /GL��
rs GROUNDSUR��CE ELEV.�'--7-�--
DATE� _7
-----�WEATHER
HRS. DRILLING —�`'/ _HRS. MOVfNG
_,�li
SAMPLING
INSPECTOR �- �/G,eSp .J BORING NO. /u�1-
LID
isr SCARO 6"
SOIL CLASSIFICATION AND REMARKS
O�
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BORING TERMINATED
BORING REFUS @ ?_�
METHOD OF ADVANCING BORING DEPTH
WATER TOB DEPTH 7` D
, POWER AUGER 0TO¢7 g
WATER 24 HR: DEPTH ?'
7 Zg_ — TO -•-
WATER LOSSES_
CASING SIZE- ti- . ,.-
----____ LENGTH
— TO --
o-tuA+�aaio.coRl«.
—TO---

Form 25630 (R3.87) FORM M-26C
REVISION 2
DUKE POWER COMPANY PAGE Z OF �-
CONSTRUCTI N DEPARTMENT
C PROJECTS
SOIL TEST BORING_ FIELD REPORT
Mpg NO. �1rQ STARTING TIME
JOB NAME_ Gy,�' ,da G�.�!?.�FjGC, /L{(�/ GROUND SURF CE ELEV.
RHRS. DRILLING HRS. MOVING DATE Z?-�'� WEATHER _ INSPECTOR _7;)*
SAMPLING BORING N0.-,,�^-L==
SC�IIE UD SOIL CLASSIFICATION AND REMARKS
1ST RO 6"
/Z
BORING TERMII
BORING REFUS
WATER TOB DE
WATER 24 HR:
WATER LOSSES
CASING SIZE
ovvE' itrY..
5
75
�5
METHOD OF ADVANCING BORING DEPTH
�? @ -7 X
,f ,,,b, POWER AUGER
FDA —TO
.4 —TO—
LENGTH
W
> N
9s
U
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OUr-E POI&ER CCHPAXY- - �r - -
no. statlan - - - - - - - - - - - - - - - - - - - -
By Offlet
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/Ja7� :
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e,41

Craig Road Landfill Background Monitoring Well
Boring Log
Y CRW-17 (formerly observation well CRHS-44)

PROJECT: Craig Road Landfill Expansion
Belews Creek Steam Station
BORING LOG CRHS-U
S&ME Project No. 1356-10-041
NOTES: Boring terminated upon auger refusal at
CLIENT: Duke Energy
ELEVATION: 831.E ft - MSL
47.2 ft bls. Observation well installed to 39.5 ft bls.
DATE DRILLED: 1/6/11
BORING DEPTH: 47.2 ft
DRILL RIG: CME-45
WATER LEVEL: 32.4' 24 hr
DRILLER: Ted Miller
AUGER REFUSAL DEPTH: 47.2 ft
HAMMER TYPE: Automatic
LOGGED BY: C. Withers
NORTHING: 916254.772
SAMPLING METHOD: Split Spoon I
EASTING: 1685357.839
DRILLING METHOD: 31/4' H.S.A.
- °'
w v
U
rl O
MATERIAL DESCRIPTION
w z
o
SAMPLE DATA
STANDARD PENETRATION TEST DATA
v
w
J
U
m
(blows/ft)
�
U
10 20 30 6080
XX
FILL - (0' to 7') - Tan and White, Micaceous,
830
KK
Silty, Coarse to Fine SAND (SM) with Rock
Kx
KK
Fragments
o
SS-1
15
5
825
FILL - (7' to 13') - Brownish Red, Micaceous,
Fine Sandy Clayey SILT
s
$
SS 2
14
10
820
SAPROLITE - (13' to 32') - Tan, Orange, and
4
Reddish Brown, Micaceous, Slightly Clayey
s
SS-3
11
15
Fine Sandy SILT with Manganese and White
Coarse Sand Seams
815
10
3
s
SS-4
20
810
10
3
s
SS-5
25
805
5
3
3
SS-6
30
800
i
SAPROLITE - (32' to 38') - Black, White and
Tan, Very Micaceous, Silty, Medium to Fine
3
a
SS-7
SAND (SM)
9
35
795
SAPROLITE - (38' to 43.5') -Orange, Tan
3
and Black, Fine Sandy SILT with Manganese
12
SS-8
:3
NOTES:
1. THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED
PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.
2. BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL
ACCORDANCE WITH ASTM D-1586.
3. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.
4. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.
•
Page 1 of 2

PROJECT: Craig Road Landfill Expansion
Belews Creek Steam Station
BORING LOG CRHS-U
S&ME Project No. 1356-10-041
NOTES: Boring terminated upon auger refusal at
CLIENT: Duke Energy
ELEVATION: 831.E ft - MSL
47.2 ft bls. Observation well installed to 39.5 ft bls.
DATE DRILLED: 1/6/11
BORING DEPTH: 47.2 ft
DRILL RIG: CME-45
WATER LEVEL: 32.4' 24 hr
DRILLER: Ted Miller
AUGER REFUSAL DEPTH: 47.2 ft
HAMMER TYPE: Automatic
LOGGED BY: C. Withers
NORTHING: 916254.772
SAMPLING METHOD: Split Spoon I
EASTING: 1685357.839
DRILLING METHOD: 31/4' H.S.A.
a °
w v
rl O
MATERIAL DESCRIPTION
w z
co
o
SAMPLE DATA
STANDARD PENETRATION TEST DATA
LJJU
v
w
J
m
(blows/ft)
�
U
10 20 30 6080
SAPROLITE - (38' to 435) - Orange, Tan
Shelb Tube
790
and Black, Fine Sandy SILT with Manganese
(continued)
t t109
WEATHERED ROCK - (43.5' to 47.2') -
ois
SS_g
45
When Sampled Becomes Black and White,
Silty Fine SAND with Rock Fragments
785
NOTES:
1. THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED
PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.
2. BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL
ACCORDANCE WITH ASTM D-1586.
3. STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.
4. WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.
•
Page 2 of 2

COMPLETION REPORT OF WELL No. CRHS-44
Sheet 1 of 2
PROJECT:
Craig Road Landfill Expansion
PROJECT NO:
1356-10-041
WATER LEVEL:
32.4' 24 hr
PROJECT LOCATION:
BeleWs Creek Steam Station
LATITUDE:
36.2628
DRILLING CONTRACTOR:
S&ME, Inc.
LONGITUDE:
-80.0672
DRILLING METHOD:
31/4 " H.S.A.
TOP OF CASING ELEVATION:
834.56
DATE COMPLETED:
1/6/11
DATUM:
MSL
LOGGED BY:
C. Withers
STRATA
WELL
o
0
H
DETAILS
w v
(D
WELL CONSTRUCTION DETAILS
DESCRIPTION
m
a
p
Lu
Lu
}
LLI —
p
_j
J
LLI
PROTECTIVE CASING
0
0.00
GS
831.62
Diameter: 4-inch x 4-inch square
Type: Steel Or Aluminum Stick-up
FOR SOIL
DESCRIPTIONS
>Q<
Interval:
PLEASE SEE
COORESPONDING
BORING LOG
RISER CASING
5
Diameter: 2-inch
Type: Sch. 40 PVC
Interval: +2.94 to 29 ft bls
10
GROUT
Type: Neat Cement
interval: 0 to 25 ft bls
SEAL
15
Type: Bentonite
Interval: 25 to 27 ft bls
FILTERPACK
20
Type: #2 Filter Sand
interval: 27 to 39.5 ft bls
SCREEN
25
25.00
806.62
Diameter: 2-inch
Type: 0.010-inch Slotted Sch. 40 PVC
27.00
804.62
Interval: 29 to 39 ft bls
30
LEGEND
El FILTER PACK TOC TOP OF CASING
35
■ BENTONITE GS GROUND SURFACE
BS BENTONITE SEAL
® CEMENT GROUT BOC BASE OF OUTER CASING
TSC TOP OF SCREEN
® CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN
39.00
792.62
TD TOTAL DEPTH
39.50
792.12
1 STATIC WATER LEVEL CG CEMENT GROUT
COMPLETION REPORT OF
WELL No. CRHS-44
*S&ME
ENGINEERING • TESTING Sheet 1 of 2
ENVIRONMENTAL SERVICES

PROJECT: Craig Road Landfill Expansion
PROJECT NO: 1356-10-041
PROJECT LOCATION: BeleWs Creek Steam Station
GROUND SURFACE ELEVATION
LOGGED BY
831.6
C. Withers
STRATA
WELL
o
0
H
DETAILS
w V
(D
�
WELL CONSTRUCTION DETAILS
DESCRIPTION
m
g
a
p
w
w
U)
p
W
(See Page 1)
40
" FOR SOIL
DESCRIPTIONS
42.00
789.62
PLEASE SEE
COORESPONDING
7)747.20
BORING LOG
45
784.42
LEGEND
El FILTER PACK TOC TOP OF CASING
GS GROUND SURFACE
■ BENTONITE BS BENTONITE SEAL
® CEMENT GROUT BOC BASE OF OUTER CASING
TSC TOP OF SCREEN
® CUTTINGS / BACKFILL BSC BOTTOM OF SCREEN
TD TOTAL DEPTH
1 STATIC WATER LEVEL CG CEMENT GROUT
COMPLETION REPORT OF
WELL No. CRHS-44
*S&ME
ENGINEERING • TESTING Sheet 2 of 2
ENVIRONMENTAL SERVICES

FGD Landfill Background Monitoring Well Boring
Logs
Y BC-23A
Y BC-28

EKMMMNIEM�#
SHEET i OF 3
PROJECT. Duke Power-Belews Creek DRILLING CONTRACTOR: S&ME, Inc.
LOCA FION: Belews Creek, NC DRILLING METHOD: 4/'4" H.S.A.
PROJECT NO: 1054-04-955 DRILL RIG: CME-550X
'-OGGED BYL. Ennis TOP OF CASING ELEVATION (ft), 863-79
DATE DRILLED: 912/2004 WATER LEVEL TOB logs )-
BORING DEPTH (ft): 102.7 WATER LEVEL 24 HRS (ft bTOC). 81.42
Samle Information
C
CL.C, i LL Field
Well
Construction
Details
E-
E E 1 E a; g) n I _5 F?, u) Description & Rernar�s
C:
!m
(r z M Z
0
Q
-\,(Lithotogy taken ftorn SC-23)
S-1
1-6
17 0 P S 011L
Protective Casing
IDia: 4-0
Orange/veltow brown. sftFID7i §APi
Type: st"C'kuo
1SS-1
3,5-4,5,
5ti i7
interval: 2.15 ft.
Light tanj yellow orange silty clayey.
$AND with rock fragments, rritcaceovs
SAPROLITE, moist at 13.5
iser Cali q
ta:
2.0 ina
lTypd> Schedule PVC
lnterval. 0,0 76,7
-854
prout
S 2
8,5 45
0)�
30�5 w
la
Type, PbftridCemell
gg
Seal
SS-3
13,5-15
744 1&
1Z
Type" Bambrite
Interval!
A -849
Light rod brown sandy silt SAPROLITE,
-74,,o
15
it
With vj�lble micaceous layerif)g., moist
ilterpack
Sand
i-- lb Ji
Interval: 740- 100
-844
Screen
Dial 2"
Typo* Sa)wute,,4o Pvc
interval,,, 76T-161,1
SS-5
2315-25
12-1546 O
17
839
834
30—
Pink and tight tan/white silt
SAPROLITE, with fnicacer, us layering,
moist
SS-71
11-21-24 45
13
NOTES
sc = Split Spoon Sample 1, Y = Water Level At Termination of Boring
ST = Shelby -tube Sample: 2, X = Water Level After 24 Hours
S = Bulk Sample
R -.Core Run
R S, = Rock Sample
REC = Rock Core Recovery 31118,Spring Forest Road
ROD Ruck Quality Desionation Raleign, NC27616

SHE ET 2 OF 3
PROJECT: Duke Power-Belews Greek DRILLING CONTRACTOR: S&ME, Inc.
LOCATION: Befews Creek, NC DRILLING METHOD 414" H,S.A.
PROJECT NO.: 1054-04-955 DRILL RIG: CME-55OX
LOGGED BY: L. Ennis TOP OF CASING ELEVATION (ft)-1 863.79
DATE DRILLED� 91212004 WATER LEVEL TOO (ft bgs):
BORING DEPTH (ft): 102.7 WATER LEVEL 24 FIRS (ft bTOC,; 81.42
Sam,Dle Information
'5 Well
FJ
T_ 0 Field Construction
Details
� � ED
>
i'3 1 E E E Description & Remarks
1:�� M = C,
0
LL
i
I
Medium red brown fine sandy -silt
JProtective Casing
SAPROLITE. with micaceou layering',
mo;s! (rontoried) jDia4.0 in.
(Type. Stickup
SSw81
38.5-39.4
22-501,,W- 72
4.1
Interval: 2,15 ft.
i
-824
_�iser Casing,
4
Pink/red and gray wdy silt [Dia: 2.&in,
SAPROUTE, with micaceous laye6ng, i Y peSctred ule, 40 0�orc
T
11h k"U, - 763
!SS-9
43.5-45
11-21-26 47
16'
Grout
Type: Porbrro Cev"t
45
72;i
ISeal
81
jTypt­Bin orrijg
1 1
-814
S-1(48,5-49,41
31-5015'-
1i
i lntervet.,7zi - 740
50
-tall IType: Sand:
Interval' . 14,0 -10.1,,7
53,5-54,51
3 2­50165- 82
12
—!Screen
WIt
-809
Olive pray micaceous sandy I
1 ,
0ia: r
Y
SAPROUTE with visible layering, rnotst
T YPe', Sche*Ae -40 PVQ,
interval: -m.7 - 101.7
SS,12
58,5-60
1t)-18727' 45
10
-
804
60 —
lSS-1
615-64,9!2-47Z014,q"a7
iSc Tan brown micar-e-ous Ziajey',1AND
-799
PWR, rnois,,
Iss-14
68")-aq
5016— IGO.
NOTES
Ss Split Spoon Sample Water Level At Tennination of Baring
ST Shelby 'ube Sarnalp 2, n Water L evPJ After 24 Hours
S&ME
S = Bulk Sample
R = Core Run
RS Rock SarriDle
REC N Rocl, Core Recovery 31 8 Spnng Forest Poad
R Q = Poa+ Quafity Deswatron Rweigh, NC 27616

SHE` 3 OF 3
P RO J E C Duke Power-Belews Creek DRILLING CONTRACTOR: S&ME, Inc,
"
LOCATION. Befews Creek, NC DRILLING METHOD 4%' H.S.A.
PROJECT N(., 1054-04-955 DRILL RIG: CME-550X
LOGGED BY. L. Ennis TOP OF CASING El-EVATION (ft). 863.79
DATE DRILLED- 902004 WATER LEVEL TOB (ft bas,,
BORING DEPTH (ft): 102.7 WATER LEVEL 24 FIRS (ft b FOC): 81,42
Sample Information
-- ----------------- ------ -
E Field
Well
Construction
Details t ED
CC T5
F E E
0
0
Description & Remarks
U" Z W Z
Tan brown micaceous clayoySAND
Protective Casing
PWR. moist (continued)
iD;a.
4,0 n.
jTpe° Stickup
73,5-73.61 5013 V-- 1
Intenral: 2.116 Ft:
-7%
Hit, yello,to U;Ein ge silty SANY—MR. no
Riser Casing,
Ilia'
75
layiing� dry
�Dl 2,0 in,
!Type: SGhcduie 4-0 PVC,
lintervar 0,0 - -16,1
E3
�Swjl 1185-7&9 5014"--
lGrout
IType: Portland ci�rrvint
Interval: 0.0 - 72
5013,5'-
Seal
iType: Son.tonite
11Interval'.721 -74.0
i
-7-79
R-1 84,6-87,7
28
2i
Light graywhttetuartz 1118, tatghly—IFitterpack
fractured
Rype: 'Sand
Run I
lnterV--I: 74.0 - 1013
R-2 87.7-92,7
REC 15%
ROD - 21"/1e
Screen
-174
Run 2
D 1 a: 'T
RED. = 4,30/6
Type: Schodule4f),Pvc
i
lnterval: 76.7 -101,7
i R-3 927-97.7i
30
21
Gray slig0y fractured Quartz GNE-Iss
-169
95
Run 3
1 REC = 60%
ROD = 21 %
Run 4
R4r.7-102,7i
28
REC = 100%
ROD � 28%
T
0 -
BoFnc� —Terminated at 102.7 ft,
N—OTES
Ss = split spoon Sample =Water LevetAt Termination of8oring
ST = Shelby Tine Sample 2, T- Water Level After 24 Hours
M E
= Bulk Sarnole
R Core Run
R -S = Rock, Sample
RE = Roc* Core Recovery '1118 SpringPcrest Road
R61) = Rock aiahty Rweiqh, NC 27616

•
- SHEET 1 OF 2
PROJECT: Duke Power-Belews Creek DRILLING CONTRACTOR: S&ME, Inc.
LOCATION: Belews Creek, NC DRILLING METHOD: 3-1/4" HSA
PROJECT NO.: 1054-04-955 DRILL RIG: CME-750
LOGGED BY: L. Ennis TOP OF CASING ELEVATION (ft): 818.09
DATE DRILLED: 2/15/2006 WATER LEVEL TOB (ft bgs): 52
BORING DEPTH (ft): 60 WATER LEVEL 24 HRS (ft bTOC): 53.08
Sample
Information
Well
°
o�
o
T
Field
Construction
Details
� E
3 2
a)
Q
°,�' o
E
o �,
i-
a}
o �
o o
vs
cn
Description & Remarks
o f
w
W Z
In ._.,
mac
z
c
v
Qa 0'
�
U
Red brown clayey sandy SILT
Protective Casing
_
-
SS-1
1.0 - 2.5
4-7-12
19
12
Dia: 4.0 in.
"
Type: Stickup
-
Interval: 2.07
- 813
SS-2
3.5 - 5.0
7-9-10
19
18
Riser Casing
_
5 -
Dia; 2.0 in.
Orange red brown silty fine SAND
-
SS-3
6.0 - 7.5
8-7-9
16
12
Type: PVC
Tan micaceous silty SAND, with slight
_
relict layering (Saprolite)
Interval: 0.0 - 43.2
'
_
- 808
-
SS-4
8.5 - 10.0
4-6-8
14
6
Grout
-
Tan very fine sandy SILT (Saprolite)
Type: Portland
10 -
Interval: 0.0-402_
-
Seal
-
_
Type: Bentonite
- 803
SS-513.5
- 15.0
3-4-6
10
16
Interval:40.2 -41.2
_
Red brown very fine silty SAND,
(Saprolite) with some relict layering and
15 -
black oxidation
-
Filterpack
-
Type: Sand
_
Interval: 41.2 - 58.20
-
_
- 798
SS-618.5
- 20.0
5-5-8
13
16
Screen
Gray tan very silty very fine SAND,
(Saprolite) with some relict layering,
Dia: 2"
20 -
moist, feldspathic and micaceous
Type: Schedule 40 PVC
-
Interval: 43.2 - 58.20
-
_
- 793
SS-7
23.5 - 25.0
4-4-7
11
4
_
White and gray brown very fine silty
SAND, (Saprolite)
25 -
-
_
- 788
SS-828.5
- 30.0
7-10-13
23
15
-
White and light gray very fine silty
SAND (Saprolite) with some relict
30 -
structures
-
SS-933.5
35.0
8-12-15
27
14
_
Gray tan very fine silty SAND (Saprolite)
with some relict structures
NOTES
SS = Split Spoon Sample 1 • SZ = Water Level At Termination of Boring
ST = Shelby Tube Sample 2. t = Water Level After 24 Hours
S&ME
S = Bulk Sample
R = Core Run ENVIRONMENTAL SERVICES
IRS = Rock Sample ENGINEERING- TESTING
REC = Rock Core Recovery 3118 Spring Forest Road
RQD = Rock Quality Designation Raleigh, NC 27616

SHEET 2 OF 2
PROJECT: Duke Power-Belews Creek DRILLING CONTRACTOR: S&ME, Inc.
LOCATION: Belews Creek, NC DRILLING METHOD: 3-1/4" HSA
PROJECT NO.: 1054-04-955 DRILL RIG: CME-750
LOGGED BY: L. Ennis TOP OF CASING ELEVATION (ft): 818.09
DATE DRILLED: 2/15/2006 WATER LEVEL TOB (ft bgs): 52
BORING DEPTH (ft): 60 WATER LEVEL 24 HRS (ft bTOC): 53.08
Sample
Information
(
Well
o�
�'
Field
Construction
a� - m
.>
a
Q ro �
3 � �
� _
0
� �
_j
E
Description &Remarks
Details
�' CD
o
� �
o
E E
E�
mac
o
j
U
w
cn z
rn —
Z
o_'
—
Gray tan very fine silty SAND (Saprolite)
Protective Casing
Prog
_
with some relict structures (continued)
-
Dia: 4.0 in.
-
Type: Stickup
_
Interval: 2.07
- 778
S-1
8.5 - 40.0
10-15-14
29
14
-
Gray tan very fine silty SAND (Saprolite)
with some relict structures, micaceous,
Riser Casing
40 —
moist at 43.5'
Dia: 2.0 in.
—
-
Type: PVC
Interval: 0.0 - 43.2
-
- 773
_
S-1
43.5 - 45.0
7-8-11
19
12
Grout
-
Type: Portland
45 —
Interval: 0.0 - 40.2
—
_
Seal
-
Type: Bentonite
- 768
S-1
48.5-50.0
11-15-36
51
15
interval: 40.2 - 41.2
50 —
Filterpack
_Type:
sand
-
Interval: 41.2 - 58.20
- 763
_
3.5 - 53.6
-50/1"-
50
1
Screen
White/gray PWR
_
Auger Refusal at 55.0'
Dia: 2"
55 —
R-1
55.0 - 60.0
--
97
56
Type: Schedule 40 PVC
.
—
White and gray biotite quartz gneiss
_
with garnets
Interval: 43.2 - 58.20
_
REC = 97%
RQD = 56%
_
_
✓
- 758
_
Note: Bore for well obstructed at 58.3
-
c
feet. Well set at 58.3 feet.
60 —
—
Boring terminated at a depth of 60.0'
NOTES
SS = Split Spoon Sample 1 • = Water Level At Termination of Boring
ST = Shelby Tube Sample 2. y = Water Level After 24 HoursS&ME
S = Bulk Sample - _
R = Core Run ENVIRONMENTAL SERVICE
RS = Rock Sample ENCWEERu',c• TESTING
REC = Rock Core Recovery 3118 Spring Forest Road
,ROD = Rock Quality Desi nation Raleigh, NC 27616