NC0000396_Historical Boring Logs_20150823

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PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB-1
PROJECT NO 1026.01.01
STARTED: 7/13/10 COMPLETED: 7/13/10
DRILLING COMPANY: Probe Technology, Inc.
NORTHING: 643345.48 EASTING: 946546.01
DRILLING METHOD: Hollow Stem Augers
ELEVATION 2210.41 ft MSL M.P. ELEV: 2212.91 ft MSL
BOREHOLE DIAMETER: 8.5" IN
WATER: 44.07 ft TOC TOTAL DEPTH: 59.0 ft BGS
NOTES: 2" PVC Pre-packed Screen and Casing
LOGGED BY: John Chastain CHECKED BY: K. Webb
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WELL
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DESCRIPTION
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CONSTRUCTION
MH
SILT, reddish brown
5
MH
SILT, sandy, brown, micaceous with small rock
fragments
10
---
20
Cement Grout
25-
MH
SILT, sandy, brown, micaceous with small rock
fragments
30—
35—.
A-
SynTerra CLIENT: Progress Energy
148 River Street PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
Ter Telephone: [phone]
Fax: [phone] PAGE 1 OF 2

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PROJECT: Ash Pond Monitoring Wells WELL / BORING NO: CB -1
PROJECT NO: 1026.01.01 STARTED: 7/13/10 COMPLETED: 7/13/10
DRILLING COMPANY: Probe Technology, Inc. NORTHING: 643345.48 EASTING: 946546.01
DRILLING METHOD: Hollow Stem Augers ELEVATION 2210.41 ft MSL M.P. ELEV: 2212.91 ft MSL
BOREHOLE DIAMETER: 8.5" IN WATER: 44.07 ft TOC TOTAL DEPTH: 59.0 ft BGS
NOTES: 2" PVC Pre -packed Screen and Casing LOGGED BY: John Chastain CHECKED BY: K. Webb
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WELL
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CONSTRUCTION
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- Bentonite Seal
MH
SILT, sandy, brown, micaceous with small rock
fragments (continued)
45 —
50
MH
SILT, sandy, grey, very micaceous, wet
Silica Sand Filter
PVC Slotted Screen
55
--
MH
SILT, sandy, grey, medium rock fragments
Very hard drilling 58.5 - 60.0 feet
60
:j-
65-
57075
70-
75 -
-4A7
SynTerra CLIENT: Progress Energy
4A7148 River Street
PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
9999
Telephone:[phone]
s)mTer
Fax: [phone] PAGE 2 OF 2

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NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technoloay, Inc.
Well Contractor Company Name
4537 OrDhanaae Rd
Street Address
Concord NC 28027
City or Town State Zip Code
( 704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)_._
SITE WELL ID #(if applicable) CB -1
3. WELL USE (Check One Box) Monitoring N( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 07-13-10
4. WELL LOCATION:
200 CP&L Drive __
(Street Name, Numbers, Community, Subdivision, Lot No. Parcel, Zip Code)
CITY: Arden COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat 6 Ridge ❑ Other
LATITUDE 35 -27 ' 576000 " DMS OR 3X.XXXXXXXXX DD
LONGITUDE 82 ° 32 20.0400 " DMS OR 7X.XXXXXXXXX DD
Latitude/longitude source: GPS Oropographic 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.)
Proaress Enerav
Facility Name
Facility ID# (if applicable)
?n (,:PRI nrivP
Bottom
Street Address
Bottom
Arden
NC 28704
City or Town
State Zip Code
John ToefJfer
Bottom
Contact Name
410 Wilminntan Street_
PFR 4A
Mailing Address
Depth
Raleiah
NC 27601
City or Town
State Zip Code
( 919 ) 546-7863
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 59 ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO L�
d. TOP OF CASING IS 2 _ 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): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 44
Bottom 59
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top +2
Bottom 44
Ft. 2"
Sch40 PVC
Top
Bottom
Ft.
Top
Bottom
Ft.
8. GROUT:
Depth
Material
Method
Top 0
Bottom 40
Ft. neat cement gravity
Top 40
Bottom 42
Ft. bentonite
gravity
Top
Bottom
Ft. --
t._9.
9.SCREEN:
Depth
Diameter Slot Size Material
Top 44
Bottom 59
Ft. 2" in.
0.010 in PVC prepacked
Top
Bottom
Ft. in.
in.
Top
Bottom
Ft. in
n
10. SAND/GRAVEL PACK:
Depth
Size
Material
Top 42
Bottom 59
Ft. #2
silica sand
Top
Bottom
Ft.
Top
Bottom
Ft.
11. DRILLING LOG
Top Bottom
0 /5
5 _/ 10
10 / 45
45 l 55
55 / 59
/
12. REMARKS:
Formation Description
Reddish Mown sift
Brown sankiy sill, micaceous
Brown sandy silt, micaceous w/ small rock fragments
Gray sandy silt, micaceous _
Grey sandy sill w/ mod. rock fragments
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
'
HAS EN PROVIDED TO THE WELL OWNER.
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e lynan �,�..,�....� 08/07/10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: _44FT. Mike Tynan
(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 /09
y p �/ - 9 Rev. 2109
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB -2
PROJECT NO: 1026.01.01
STARTED: 7/14/10 COMPLETED: 7/14/10
DRILLING COMPANY: Probe Technology, Inc.
NORTHING: 642685.16 EASTING: 945930.77
DRILLING METHOD: Hollow Stem Augers
ELEVATION 2167.79 ft MSL M.P. ELEV: 2170.50 ft MSL
BOREHOLE DIAMETER 8.5" IN
WATER: 18.47 ft TOC TOTAL DEPTH: 28.0 ft BGS
NOTES: 2" PVC Pre -packed Screen and Casing
LOGGED BY. John Chastain CHECKED BY: K. Webb
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CONSTRUCTION TIONW
SILT, brown
Cement Grout
5-
MH
SILT, sandy, brown, micaceous (saprolite)
10-
- --
Bentonite Seal
MH
SILT, sandy, brown, micaceous with small rock
fragments (saprolite)
15
—
Silica Sand Filter
20-
MH
SILT, sandy, light brown, micaceous, soft 20 - 25 feet
Slotted Screen
25
MH
SILT, sandy, grey, medium rock fragments, wet
Bedrock; Auger refusal at 27.5 feet
RK
30
35
SynTerra CLIENT: Progress Energy
148 River Street PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
9999
Fax: [phone]
s)mTer raPAGE 1 OF 1

NONRESIDENTIAL WELL. CONSTRUCTION RIPCORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tvnan
Well Contractor (Individual) Name
Probe Technoloay. Inc.
Well Contractor Company Name
4537 OrDhanaae Rd
Street Address
Concord NC 2802.7
City or Town State Zip Code
( 704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable) _
SITE WELL ID #(if applicable) CB -2 _
3. WELL USE (Check One Box) Monitoring t( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 07-14-10
4. WELL LOCATION:
200 CP&L Drive
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Arden COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat 6 Ridge ❑ Other
LATITUDE 35 o" DMS OR 35.4643 DD
LONGITUDE 82 " DMS OR 82.5389 DD
Latitude/longitude source: V3PS Elropographic 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.)
Pmaress Fnerav
Facility Name Facility ID# (if applicable)
9nn (:PRI nrivP
Street Address J
Arripp NC 28704
City or Town State Zip Code
.Inhn Tninnfp.r
Contact Name
Mailing Address
Raleiah NC 27601
City or Town State Zip Code
( 919 ) 546 -7&&3i -
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: -28 -ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO LW
c. WATER LEVEL Below Top of Casing: 18.47 FT.
(Use "+" if Above Top of Casing)
- d. TOP OF CASING IS 2.3 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 (gpri N/A METHOD OF TEST r 0n2
f. DISINFECTION: Type nonce Amount N/A
g. WATER ZONES (depth):
Top 16 Bottom 28 Top Bottom
Top Bottom Top Bottom
Top Bottom Top Bottom
Thickness/
7. CASING: Depth Diameter Weight Material
Top +2.3 Bottom 13 Ft. 2" Sch40 PVC
Top Bottom Ft.
Top Bottom Ft.
8. GROUT: Depth Material Method
: Top 0 Bottom 9 Ft. neat cement gravity
Top 9 Bottom 11 Ft. bentonite gravity
Top Bottom Ft.
9. SCREEN: Depth Diameter Slot Size Material
Top 13 Bottom 28 Ft. 2" in. 0.010 In PVC prepacked
Top Bottom Ft. in. in
Top Bottom Ft. in. in
10. SAND/GRAVEL PACK:
Depth Size Material
Top 11 Bottom 28 Ft. #2 silica sand
Top Bottom Ft.
Top Bottom Ft.
11. DRILLING LOG
Top Bottom Formation Description
0 / 0.5'
0.5 / 10'
10 / 15'
15 / 25'
25 / 28'
/
/
f
1
/
1
12. REMARKS:
Brown sift
Brown sandy sill, micaceous
Brown sandy sill, micaceous wl small rock fragments
Lt. brown sandy sot, micaceous
Grey sandy silt w/ med. rock fragments
auger refusal
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT ACOPY OF THIS
CAQp rt HAS B PROVIDED TO
A Y l 4s1C�'1°4�{Wh� f"�n
I Ke UN crk=Hiii�g Tynan n prohy au,
V rmall-mlynarr prohe e¢eltearn, mL15 08/07/10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
GW -1 b
Submit within 30 days of completion to: Division of Water Quality Information Processing, Form /09
i/ p � - 9 Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB -3
PROJECT NO: 1026.01.01
STARTED: 8/16/10 COMPLETED: 8/16/10
DRILLING COMPANY: Geologic Exploration
NORTHING: 642516.48 EASTING: 945138.56
DRILLING METHOD: HSA/Air Rotary
ELEVATION 2130.55 ft MSL M.P. ELEV: 2133.23 ft MSL
BOREHOLE DIAMETER: 4" IN
WATER: 18.3 ft TOC TOTAL DEPTH: 35.0 ft BGS
NOTES: 2" PVC Pre -packed Screen and Casing
i LOGGED BY: John Chastain CHECKED BY: K. Webb
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WELL
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DESCRIPTION
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CONSTRUCTION
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ML
SILT, slightly sandy, light brown
MH
SILT, redish-brown, very micaceous
MH
SILT, brown, micaceous, dry
5
Hard zone r
Cement Grout
10—
0MHSILT,
MH...
SILT,slightly sandy, brown, micaceous, dry
...
15
Hard zone: Alternating zones of hard and soft material,
-
dry.
4 1/4" Hollow stem auger refusal at 18'
18'-35" Used_ 4" air hammer_
-
-Bentonite Seal
20 —
25 —
RK
Partially Weathered Rock, Gray
—
Silica Sand Filter
30
e
PVC Slotted Screen
P
k
r
i
—
RK
Bedrock. Hard drilling. Moist at 34 feet
35
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SynTerra CLIENT: Progress Energy
148 River Street PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
�jMTerra Telephone: [phone]
Fax: [phone] PAGE 1 OF 1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
( 704 _ 872-7686
Area cods- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CB -3
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT *(if applicable)
WELL USE (Check Applicable Box) Monitoring © Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 08/16/10-08/17/10
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP&L DRIVE 28704
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name o1 the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP&L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 200 CP&L DRIVE
ARDEN NC 28704
City or Town State Zip Code
f a-
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 35.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 18.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.0 FT. Above Land Surface`
"Top of casing termihated �it/or below land surface may require
a`variance in accordance with 15A'NCAC'2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter W i ht Material
From 0.0 To 25.0 Ft. 2 INCH S�r�40 PVC
From To Ft.
From To, Ft.
7. GROUT: Depth Material Method
From 0.0 To 18'0 Ft. Portland bentonite SLURRY
From To Ft.
From TCL -Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 25.0 To 35.0 Ft. 2.0 in. .010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From -20.0 To 35.0 Ft, 20-40 FINE SILICA SAND
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 18.0 RED/BROWN SILTY CLAY
18.0 33.0 GRAY PARTIALLY WEATHERED ROCK
33.0 35.0 HARD GRAY ROCK
11. REMARKS:
BENTONITE SEAL FROM 18.0 TO 20.0 FT
1 DO HE?1EE-N
WILL W TR t'TED 11 ACCO DANCE WITH
15A NCITION STA D A OF THIS
RECORR V1 -O TO THE we - E .
08/25/10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
JOHNNY BURR
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 568. Rev. 7/05

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB-3R
PROJECT NO: 1026.01.01
STARTED: 10/8/12 COMPLETED: 10/8/12
DRILLING COMPANY: Geologic Exploration
NORTHING: 642444 28 EASTING: 945214.05
DRILLING METHOD: DBT/Air Rotary
ELEVATION 2135.83 ft MSL M.P. ELEV: 2138.97 ft MSL
BOREHOLE DIAMETER: 4" IN
WATER: 26.0 ft TOC TOTAL DEPTH 35.0 ft BGS
NOTES: Soil sampling with DPT to refusal
LOGGED BY: K. Webb CHECKED BY: K. Webb
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1 WELL
CONSTRUCTION
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ML SILT, dark to medium brown
I
;
ML SILT, medium orange
5.1
MH SILT / SAPROLITE, medium brown, micaceous with
` = �� Cement Grout
5—
black manding and quartz lenses _
10—
SILT / SAPROLITE, medium brown, micaceous
i
grading to Partially Weathered Rock
MH
Direct-Push refusal at 18 feet.
18'-35' Used 4" air hammer.
15—
i
Bentonite Seal
_
20
i I
25
Partially Weathered Rock
RK
Alternating harder and softer lenses
-Silica Sand Filter
30
— PVC Slotted Screen
35--
RK ' BEDROCK. Coarse-grained, weathered quartz-rich
granite
SynTerra CLIENT: Progress Energy
148 River Street, Suite 220
PROJECT LOCATION: Arden, NC
Greenville, SC 29601
�e�•ra Telephone: [phone]
Fax: [phone] PAGE 1 OF 1

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1. WELL CONTRACTOR:
JOHNNYBURR
NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RGCCORD
North Carolina Department ol'Environmenl and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town State Zip Code
70( 4) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(Ir appllrable)
SITE WELL ID #(if appllcable) CB -3R
3. WELL USE (Check One Box) Monitoring W Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 10/08/12
4. WELL LOCATION:
200 CP&L DRIVE 28704
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zlp Code)
CITY: ARDEN COUNTY BUNCOMBE
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley J/Flat ❑Ridge ❑Other
LATITUDE 35 -27 ' 48.8900 " DMS OR DD
LONGITUDE 82 32 , 35.0200 " DMS OR DD
Latitude/longitude source: WPS [3Topographic 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.)
PROGRESS ENERGY
N/A
at/or below land surface may require
Facility Name
Facility ID# (If
applicable)
2.00 CP&L DRIVE
f. DISINFECTION: Type
_
Street Address
11. DRILLING LOG
Top Bottom
ARDEN
NC
28704
City or Town
State
Zip Code
PROGRESSENERGY
' 7. CASING: Depth
Diameter Weight Material
Contact Name
Ft. 2 INCH SCH 40 PVC
Top Bottom
200 CP&L DRIVE
Top Bottom
Ft.
Mailing Address
Material Method
Top 0.0 Bottom 9.0
ARDEN
NC
28704
City or Town
Stale
Zip Code
U
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 35.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO G✓
c. WATER LEVEL Below Top of Casing: 20.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 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 (gpin): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type
N/A Amount N/A
g. WATER ZONES (depth):
11. DRILLING LOG
Top Bottom
Top Bottom
Top Bottom
Top Bottom
Top Bollom
Top Bottom
BROWN PARTIAL WEATHER ROCK
Thickness/
' 7. CASING: Depth
Diameter Weight Material
Top 0.0 Bottom 25.0
Ft. 2 INCH SCH 40 PVC
Top Bottom
Ft.
Top Bottom
Ft.
8. GROUT: Depth
Material Method
Top 0.0 Bottom 9.0
Ft. PORTLAND BENTONITE SLURRY
Top Bottom
Ft.
Top Bottom
Ft.
9. SCREEN: Depth
Diameter Slot Size Material
Top 25.0 Bottom 35.0
Ft. 2.0 in. .010 in. PVC
Top Bottom
Ft. in. in.
Top Bottom
Ft. in. in
10. SAND/GRAVEL PACK:
Depth
Size Material
Top 23.0 Bottom 35.0
Ft. 20-40 FINE SILICA SAND
TopBollom
Ft.
Top Bottom
Ft.
11. DRILLING LOG
Top Bottom
Formation Description
0.0 / 9.0
RED/BROWN CLAY
9.0 / 31.0
BROWN PARTIAL WEATHER ROCK
31.0 / 35.0
J
GRAY ROCK
I:
1
/
1
12, REMARKS:
BEL11Y�11tZ sof 9
n rC7 i`i f5 FI ET
I DO HEREBY CERTIFY THAT THIS WELL WAS Q SIRUCTEU IN ACCORDANCE WITH
• 15A NCAC :K: 1VFI. I CONSTRUC ION STAND S. AND THAT A COPY OF THIS
RECORD �.(, ! I -r -n PROVIDEV, THE VVEL EE
10/16/12
SIGN E OF i IFILL7
VVELL CONTRACTOR DATE
JOHNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Form GW -1b
S•ubniit within 30 days of completion. to Division: of Water Quality - Information Processing, Rev. GW
'1617 Mail Service Center, Raleigh, NC,;27699161, Phone ::(919):807-6300

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB -4
PROJECT NO: 1026.01.01
STARTED: 7/13/10 COMPLETED: 7/13/10
NORTHING: 642173.37 EASTING: 944539.22
DRILLING COMPANY: Probe Technology, Inc.
DRILLING METHOD: Hollow Stem Augers
ELEVATION 2064.77 ft MSL M.P. ELEV: 2067.24 ft MSL
BOREHOLE DIAMETER: 8.5" IN
WATER: 17.82 ft TOC TOTAL DEPTH: 20.0 ft BGS
NOTES: 2" PVC Pre -packed Screen and Casing
LOGGED BY: John Chastain CHECKED BY: K. Webb
U
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SILT, sandy, reddish brown, dry
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Cement Grout
5
Bentonite Seal
MH
SILT, sandy, brown with quartz veins (hard), dry
10—
MH
SILT, sandy, light brown, micaceous with small rock
fragments, dry
Silica Sand Filter
15—
—
— —
— PVC Slotted Screen
MH
SILT, sandy, light brown, micaceous, damp to wet
Hard zone at 17 feet
20
RK
Auger refusal at 20 feet
25
30 —
35
SynTerra CLIENT: Progress Energy
148 River Street
Greenville, South Carolina 29601 PROJECT LOCATION: Arden, NC
Telehone: 64-42- 9999
s)mTerra
Fax:p864-42$ 99191 PAGE 1 OF 1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
v ' North Carolina Department of Environment and Natural Resources- Division of Water Quality
• "` • } WELL CONTRACTOR CERTIFICATION # 2 725 A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technology, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town State Zip Code
( 704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) CB -4
3. WELL USE (Check One Box) Monitoring N( Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) _
DATE DRILLED 07-13-10
d. TOP OF CASING IS _2.7 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): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount -N-1A
g. WATER ZONES (depth):
Top 15 Bottom 20 Top Bottom
Top
Bottom
:9. SCREEN:
Top
Bottom
Top
Bottom
State Zip Code
Top
Bottom
Ft.
2" in.
0.010 in. Pvcprepacked
Thickness/
7, CASING:
Depth
Ft.
Diameter
Weight Material
Top +2.7
Bottom 10
Ft. 2"
Sch40 PVC
Top
Bottom
Ft.
TOPOGRAPHIC / LAND SETTING:
(check appropriate box)
Top
Bottom
Ft.
8. GROUT:
Depth
10. SAND/GRAVEL PACK:
Material
Method
Top 0
Bottom 6
Ft
neat cement
_gravity
Top 6
Bottom 8
Ft.
bentonite
_qavity R
Top
Bottom
Ft.
#2
silica sand__
4. WELL LOCATION:
:9. SCREEN:
Depth
Diameter
Slot Size Material
200 CP&L Drive
State Zip Code
Top 10
Bottom 20
Ft.
2" in.
0.010 in. Pvcprepacked
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
: Top
Bottom
Ft.
in.
in,
CITY: Arden
COUNTY Buncombe
: Top
Bottom
Ft.
in.
in.
TOPOGRAPHIC / LAND SETTING:
(check appropriate box)
❑Slope ❑Valley ❑Flat ZRidge
❑Other
10. SAND/GRAVEL PACK:
Depth
Size
Material
LATITUDE 35
_" DMS OR 35.4628 DD
;Top 8
Bottom 20
Ft.
#2
silica sand__
LONGITUDE 82
" DMS OR 82.5453 DD
:Top
Bottom
Ft.
Latitude/longitude source: VGPS
QTopographic map
: Top
Bottom
Ft.
(location of well must be shown on a
USGS topo map andattached to
;
this form if not using GPS)
: 11. DRILLING LOG
5. FACILITY (Name of the business where
the well is located.)
Top
Bottom
Formation Description
Progress Energy
Facility Name
200 CP&L Drive
Facility ID# (if applicable)
Street Address
Aiden
NC 28704
City or Town
Toenfer
State Zip Code
_,John
Contact Name
410 1/1/ilminat n Street_
PEB 4A
Mailing Address
Ralei_ah
NC 27601
City or Town
State Zip Code
(919 ) 546-7863
Area code Phone number
0 1 6'
6 / 8'
8 / 15'
15 / 20'
/
f
12. REMARKS:
Reddish brown sandy elft
Brown sandy sift w/ quartz veins (hard)
Brown sandy silt, micaceous wl small rock fragments
Lt. brown sandy sift, micaceous, auger refusal
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 u9H. Fa�� Wr°NER,
a. TOTAL DEPTH: 20 ft
Mike Tynan I. -M 08/07/10
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 17.8 FT. Mike Tynan _
(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 GW 1b
Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone : [phone]

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PROJECT: Ash Pond Monitoring Wells
WELL/ BORING NO: CB -4B
PROJECT NO: 1026.01.01
STARTED: 8/17/10 COMPLETED: 8/17/10
NORTHING: 642177.82 EASTING: 944537.29
DRILLING COMPANY: Geologic Exploration
DRILLING METHOD: Air Rotary
ELEVATION 2064.04 ft MSL M.P. ELEV: 2066.34 ft MSL
BOREHOLE DIAMETER: 4" IN
WATER: 23.18 ft TOC TOTAL DEPTH: 39.0 ft BGS
NOTES: 2" PVC Pre -packed Screen and Casing
LOGGED BY: John Chastain CHECKED BY: K. Webb
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CONSTRUCTION
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CLAY, silty, brown -orange
5 7/8" Roller Cone
10
CL
Hard drilling at 17 feet
4" PVC Conductor Casing
Refusal at 20 feet
15-
20
--....-_
•-
Cement Grout
25
Partially Weathered Rock, Gray
RK
4" Air rotary
Bentonite Seal
Fractures at 28 and 31 feet
30
Silica Sand Filter
PVC Slotted Screen
35
RK
Bedrock, Gray
4" Air rotary
SynTerra CLIENT: Progress Energy
148 River Street, Suite 220
Greenville, South Carolina 29601 PROJECT LOCATION: Arden, NC
9999
Terra
Fax:p864-42i 99091 PAGE 1 OF 1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
704 �)- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CB -46
STATE WELL PERMIT#(if appllcattle)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring El Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 08/16/10-08/17/10
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP&L DRIVE 28704
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP&L DRIVE
ARDEN NC
City or Town State
28704
Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 200 CP&L DRIVE
ARDEN NC 28704
City or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 39.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing. 18.0 _FT,
(Use "+° if Above Top of Casing)
d. TOP OF CASING IS 3.0 FT. Above Land Surface*
*Top of casing terminated at/or below land surface may require
a variance in accordance with 15A WCAC 2C.01 18.
e. YIELD (gpm): NIA METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From
To
From
To
6. CASING:
Thickness/
Depth
D et
SeOht
Material
at rial
From 0.0
To 29,0
FL 2 thl[;H
PVC
From 0.0
Tc 20.0
F,. 4 INCH
SCH 40
PVC
From
Tc
FL
7. GROUT:
Depth
Material
Method
From 0'0
To 25'0
Ft. Portland bentonite
SLURRY
From 0'0
To Ft. Portland bentonite
SLURRY
From
To
Ft.
8. SCREEN:
Depth
Diameter
Slot Size
Material
From 29.0
To 39.0
Ft. 2.0 in.
.010 in.
PVC
From
Tc
Ft. in.
in.
From
To
Ft. in.
in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 27.0 To 39.0 Ft, 20-40 FINE SILICA SAND
From To Ft.
From To Ft.
10. DRILLING LOG
From To
0.0 20.0
20.0 31.0
31.0 39.0
Formation Description
BROWN/ORANGE SILTY CLAY
GRAY PARTIALLY WEATHERED ROCK
GRAY HARD ROCK
11. REMARKS:
BENTONITE SEAL FROM 25.0 TO 27.0 FT
I DO HERE OERTIFY `iW�T TFI15 WELL WA STRUCTED IN ACCORDANCE WITH
15A NCA W CONS GTipN STAN AND THAT A COPY OF THIS
RECORD D TO THE
08/25/10
Sf TUBE DF ERT#PIED WELL CONTRACTOR DATE
JOHNNY BURR
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. 7/05

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB -5
PROJECT NO: 1026.01.01
STARTED: 7/12/10 COMPLETED: 7/12/10
DRILLING COMPANY: Probe Technology, Inc.
NORTHING: 641932.33 EASTING: 944098.37
DRILLING METHOD: Hand Auger
ELEVATION 2037.86 ft MSL M.P. ELEV: 2040.49 ft MSL
BOREHOLE DIAMETER: 4" IN
WATER: 4.14 ft TOC TOTAL DEPTH: 7.0 ft BGS
NOTES: 2" PVC Pre -packed Screen and Casing
LOGGED BY: John Chastain CHECKED BY: K. Webb
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Organic Matter
emen rou
-�
Bentonite Seal
CL
CLAY, dark brown with medium sand, very wet
Silica Sand Filter
SC
__.SAND, clayey, brown, wet
5
PVC Slotted Screen
SM
SAND, medium, light brown
RK
Hand auger refusal at 7 feet
10
15
20
25
30
35 -
SynTerra CLIENT: Progress Energy
141 148 River Street
PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
Ter'OC Telephone: [phone]
Fax: [phone] PAGE 1 OF 1

d
1 r ON RESIDENT L WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Nattnal Resources- Division of Water Quality
•moo WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tvnan _
Well Contractor (Individual) Name
Probe Technoloay, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town State Zip Code
( 704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) CB -5
3. WELL USE (Check One Box) Monitoring W Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 07-12-10
4. WELL LOCATION:
200 CP&L Drive
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Arden COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley ❑Flat 6Ridge ❑Other
LATITUDE 35 " DMS OR 35.4651 DD
LONGITUDE 82 " DMS OR 82.5486 DD
Latitude/longitude source: VGPS [-]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.)
PrnnrPss Fnernv
Facility Name Facility ID# (if applicable)
200 CP&L Drive
Street Address
City or Town State Zip Code
John T e-nfe r
Contact Name
410 Wriainaton Street PFB 4A
Mailing Address
R IPiah NC 27601
City or Town State Zip Code
( 919 ) 546-7863
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH:-7ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Lir
d. TOP OF CASING IS2.3 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): N/A METHOD OF TEST
f. DISINFECTION: Type none
Amount N/A
g. WATER ZONES (depth):
Top 2
Bottom 7
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top +2.3
Bottom 2
Ft.
2"
Sch40 PVC
Top
Bottom
Ft.
Top
Bottom
Ft.
�.
8. GROUT:
Depth
Material Method
Top 0
Bottom 0.5'
Ft.
concrete
gravity
Top 0.5'
Bottom 1.5'
Ft.
bentonite
gravity
Top
Bottom
Ft.
9. SCREEN:
Depth
Diameter
Slot Size Material
Top 2
Bottom 7
Ft.
2" in.
0.010 In. PVC prepacked
Top
Bottom
Ft._in.
in.
Top
Bottom
Ft.in.
in.
10. SAND/GRAVEL PACK:
Depth
Size
Material
Top 1.5
Bottom 7
Ft.
#2
silica sand
Top
Bottom
Ft.
_
Top
Bottom
Ft.
11. DRILLING LOG
Top
Bottom
Formation
Description
0 / 0.5'
0.5' f 3.5'
3.5 f 4'
4 / 7'-
7' /
/
/
J
Organic matter
Dk brown wl rned. sand very wet
Brown clayey sand, wet
Lt. brown med_ sand
Hand auger recusal
12. REMARKS:
+i nii-atdg Land
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
• 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
: RECOR HAS BEEN PROVIDED
iCe Tynan PN cn-� iM° IYI +Ra F uVpgu
a„wd=a,r/nenppu�eK['heune ryuc p
oom,3atfle9.en lfsu75.uXap',� 08/07/10
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 4.14 __FT. Mike Tynan
(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 GW 1b
Y p y - g Rev. 2/09
1617 Mail Service Center, Raleigh, NC 27699-161, Phone :[phone]

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PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB -6
PROJECT NO: 1026.01.01
STARTED: 7/12/10 COMPLETED: 7/12/10
NORTHING: 643018.53 EASTING: 943602.51
DRILLING COMPANY: Probe Technology, Inc.
DRILLING METHOD: Hand Auger
ELEVATION 2032.46 ft MSL M.P. ELEV: 2035.48 ft MSL
BOREHOLE DIAMETER: 4" IN
WATER: 4.37 ft TOC TOTAL DEPTH: 6.5 ft BGS
NOTES: 2" PVC Pre -packed Screen and Casing
LOGGED BY: John Chastain CHECKED BY: K. Webb
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CONSTRUCTION
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MH
SILT, sandy, brown
Bentonite Seal
SM
SAND, silty, dark brown, wet
Silica Sand Filter
5
PVC Slotted Screen
Hand auger refusal at 6.5 feet
RK
10
15
20
25
30
35 —
SynTerra CLIENT: Progress Energy
148 River Street PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
Telephone: s)mTerra 9491 9999
Fax: [phone]
PAGE 1 OF 1

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of EDvironment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technoloay, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord INC 28027
City or Town State Zip Code
( 704 ) 933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable),_
SITE WELL ID #(if applicable) CB -6 _
3. WELL USE (Check One Box) Monitoring W Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 07-12-10
4. WELL LOCATION:
200 CP&L Drive
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Arden COUNTY Buncombe
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑ Slope ❑ Valley ❑ Flat 6 Ridge ❑ Other
LATITUDE 35 " DMS OR 35.4623 DD
LONGITUDE 82 " DMS OR 82. 4�--677 DD
Latitude/longitude source: VGPS OTopographic 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.)
Proaress
Facility Name Facility ID# (if applicable)
Street Address
Arden N G' 28704
City or Town State Zip Code
John Toer)fer
Contact Name
410 Wilmington Street. PER 4A
Mailing Address
Raleiah NC 27601
City or Town State Zip Code
(919 ) --546-7863
Area code Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 6.5ft
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Lir
d. TOP OF CASING IS 3.2 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): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount _N/A
g. WATER ZONES (depth)
Top 1.5
Bottom 6.5 Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Top
Bottom
Thickness/
7. CASING:
Depth
Diameter
Weight Material
Top +3.2
Bottom 1.5
Ft. 7
Sch40 PVC
Top
Bottom
Ft.
Top
Bottom
Ft.
8. GROUT:
Depth
Material
Method
Top 0
Bottom 0.5'
Ft. concrete
gravity
Top 0.5
Bottom 1.5'
Ft,__bentoniterg
avity
Top
Bottom
Ft.
:9. SCREEN:
Depth
Diameter Slot Size Material
Top 1.5
Bottom 6.5
Ft. 2" in.
0.010 In. _PVC prepacked
Top
Bottom
Ft. in.
_ in.
Top
Bottom
Ft. in
In.
10. SAND/GRAVEL PACK:
Depth
Size
Material
Top 1.5
Bottom 6.5
Ft. #2
silica sand
Top
Bottom
Ft.
Top
Bottom.,
Ft.
11. DRILLING LOG
Top Bottom
0 / 2'
2 / 6.5' --
/
Formation Description
Brown sandy slit
Dk. brown silty sand, wet, hand auger refusal
12. REMARKS:
-Hated F(wetlan 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
RECORD HAS BEEN PROVIDED T%T.FA4 &f,,L4,CrWwN1=R-
M i ke Ty n a n I,,.. ne uu nail ,niy„a�,
08/07/10
bnn 3u�oci i n i I; 5 JM1 N'INV
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing 4,37 FT. Mike Tynan
(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]

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB-7
PROJECT NO 1026.01.01
STARTED: 7/12/10 COMPLETED: 7/12/10
NORTHING: 643584.34 EASTING: 943192.08
DRILLING COMPANY: Probe Technology, Inc.
DRILLING METHOD: Hollow Stem Augers
ELEVATION 2032.00 ft MSL M.P. ELEV: 2034.72 ft MSL
BOREHOLE DIAMETER: 8.5" IN
WATER: 8.42 ft TOC TOTAL DEPTH: 9.0 ft BGS
NOTES: 2" PVC Pre-packed Screen and Casing
LOGGED BY: John Chastain CHECKED BY: K. Webb
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CONSTRUCTION
Cement Grout
MH
SILT, sandy, light brown
Bentonite Seal
SM
SAND, silty, light brown, moist
SM
SAND, silty, dark brown, wet
Silica Sand Filter
PVC Slotted Screen
SM
SAND, silty, dark brown, wet
RK
Auger refusal at 9 feet
10
15-
20 —
25 —
30 —
35 —
SynTerra CLIENT: Progress Energy
148 River Street PROJECT LOCATION: Arden, NC
Greenville, South Carolina 29601
Telephone: [phone]
ri"T%rrai PAGE 1 OF 1
--�"�i Fax: [phone]

NON-RESIDENTIAL -RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2725-A
1. WELL CONTRACTOR:
Mike Tynan
Well Contractor (Individual) Name
Probe Technolo-gy, Inc.
Well Contractor Company Name
4537 Orphanage Rd
Street Address
Concord NC 28027
City or Town State Zip Code
( 704 ) _933-5538
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable).
SITE WELL ID #(if applicable) CB -7
3. WELL USE (Check One Box) Monitoring W Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) _ _-
DATE DRILLED 07-12-10
4. WELL LOCATION:
200 CP&L Drive
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: Arden COUNTY Buncombe .
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley Flat ❑Ridge ❑Other
LATITUDE 35 " DMS OR 35.4664 DD
LONGITUDE 82 " DMS OR $2.5498 DD
Latitude/longitude source: VGPS ❑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.)
Proor .ss Fnerrzy
Depth
Facility Name
Facility ID# (if applicable)
Street Address
Arden
NC 2870__4
City or Town
John Inader
State Zip Code
Contact Name
410 Mminatan Street.
PER 4A
Mailing Address
Ralplab
X76.01
City or Town
State Zip Code
(912) 546-786-a
Area code Phone number
d. TOP OF CASING IS 2.4 __ 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): N/A METHOD OF TEST none
f. DISINFECTION: Type none Amount N/A
g. WATER ZONES (depth):
Top 6 Bottom 9 Top Bottom
Top Bottom Top Bottom
Top Bottom Top
7. CASING: Depth Diameter
Top +2.4 Bottom 4 FL 2"
Top Bottom Ft.
Top Bottom Ft.
Bottom
Thickness/
Weight Material
Sch40 PVC
8. GROUT:
Depth
Material Method
Top 0
Bottom 1
Ft. concrete gravity
Top 1
Bottom 3
Ft, bentonite gravity
Top
Bottom
Ft.
9. SCREEN:
Depth
Diameter Slot Size Material
Top 4
Bottom 9
Ft. 2" in. 0.010 In. PVC prepaGked
Top
Bottom
Ft. in. in.
Top
Bottom
Ft. in. in.
10. SAND/GRAVEL PACK:
Depth
Size Material
Top 3
Bottom 9
Ft. #2 silica sand
Top
Bottom
Ft.
Top
Bottom
Ft.
11. DRILLING LOG
Top
Bottom
0
/ 3'
5
/ 7'
1 q•
12. REMARKS:
Formation Description
Lt, brown sandy silt
Lt. brown silty sand, moist
Dk. brown silty sand, wet
Dk. brown ibRty sand, waL auger refusal
s. 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
RECO D HAS BEEN PROVIDED T0Z4,Ib„QWFR.
a. TOTAL DEPTH: 0 ft 12 Tynan
08!07/10
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO Lal' : SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
c. WATER LEVEL Below Top of Casing: 8.42 FT. Mike TvL1
(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]

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB-8
PROJECT NO: 1026.01.01
STARTED: 8/17/10 COMPLETED: 8/17/10
DRILLING COMPANY: Geologic Exploration
NORTHING: 645101.56 EASTING: 943051.28
DRILLING METHOD: HSA/Air Rotary
ELEVATION 2142.49 ft MSL M.P. ELEV: 2145.19 ft MSL
BOREHOLE DIAMETER. 4" IN
WATER: 45.0 ft TOC TOTAL DEPTH: 57.0 ft BGS
NOTES: 2" PVC Pre-packed Screen and Casing
LOGGED BY John Chastain CHECKED BY: K. Webb
a0
U
w
(L
O^
(n
6 z
o f
WELL
Lu
O U)DESCRIPTION
Q
w
m p
FL a
CONSTRUCTION
U
N
U
CL CLAY, red/orange
5-
10-
15—
SILT, sandy, brown/tan, micaceous
0 - 34 feet 8.5" OD Hollow Stem Auger
.,X
MH
Cement Grout
20
Auger refusal at 34 feet
25
30 —
I
35 —
I
Partially Weathered Rock, brown/gray
RK
4" Air rotary
CLIENT: Progress Energy
41PSynTerra
148 River Street, Suite 220 PROJECT LOCATION: Arden, NC
i Greenville, sc 29601
synTerra Telephone: [phone] PAGE 1 OF 2

PROJECT: Ash Pond Monitoring Wells WELL / BORING NO: CB-8
PROJECT NO: 1026.01.01 STARTED: 8/17/10 COMPLETED: 8/17/10
DRILLING COMPANY: Geologic Exploration NORTHING: 645101.56 EASTING: 943051.28
DRILLING METHOD: HSA/Air Rotary ELEVATION 2142.49 ft MSL M.P. ELEV: 2145.19 ft MSL
BOREHOLE DIAMETER: 4" IN WATER: 45.0 ft TOC TOTAL DEPTH- 57.0 ft BGS
NOTES: 2" PVC Pre-packed Screen and Casing LOGGED BY: John Chastain CHECKED BY: K. Webb
U
�$ c9
�
w
a
O^
tq
�z
o E
WELL
w v CL O
?
DESCRIPTION Q
w
m 0
a s
CONSTRUCTION
C7
Cn
U
RK
Competent bedrock at 40'
Bentonite Seal
45 -
Bedrock, gray, hard
RK
Moist at 50 - 52 feet
—
50
4" Air rotary
-- Silica Sand Filter
PVC Slotted Screen
55-
5-60
60
65-
5-70
70
75—
i
i
F
CLIENT: Progress Energy
SynTerra
148 River Street, Suite 220 PROJECT LOCATION: Arden, NC
Greenville, sc 29601
nTerra Telephone: [phone] PAGE 2 OF 2
I

1. WELL CONTRACTOR:
JOHNNY BURR
NON ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
704 - 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) CB -8
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring El Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation[] Other ❑ (list use)
DATE DRILLED 08/17/10
TIME COMPLETED_
3. WELL LOCATION:
CITY: ARDEN
200 CP&L DRIVE 28704
AM ❑ PM ❑
COUNTY BUNCOMBE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP&L DRIVE
ARDEN NC
28704
City or Town
State
Zip Code
CONTACT PERSON
PROGRESS ENERGY
To 57.0
MAILING ADDRESS
200 CP&L DRIVE
From
ARDEN
NC
28704
City or Town
State
Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 57.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: 18.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 3.0 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): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
Frorrr To From To
From To From To
6. CASING: rL Thickness/
From 0.0
Depth
47.0 Ft. �I_a(;eter s�ll- 0 Material
VC ial
From To Ft.-
From-
Fi
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 39.5 Ft Portland bentonite SLURRY
From To Ft.
From To Ft.
8. SCREEN:
Depth
Diameter
Slot Size Material
From 47.0
To 57.0
Ft. 2.0 in.
.010 in, PVC
From
To
Ft. in.
in.
From
To
Ft. in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
From 43.5
To 57.0
Ft, 20-40
FINE SILICA SAND
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To
0.0 3.0
3.0
34.0
34.0
40.0
40.0
57.0
Formation Description
RED/ORANGE CLAY
BROWN/TAN SILT
BROWN/GRAY PARTIAL WEATHER ROCK
GRAY HARD ROCK
11. REMARKS:
BENTONITE SEAL FROM 39.5 TO 43.5 FT
I DO HEREBY CERTIFY THAT THIS WELL WAS C91STRucTro IN ACCORDANCE WITH
15A NCAC 2 Ell -ON STAND .ANI] THAT A COPY OF THIS
RECORD H THE W N ll f/ - ,y I
�i(�(/ V 08I25110
SIGN RE OF C TIFIED WELL CONTRACTOR DATE
JOHNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GWAb
1617 Mail Service Center - Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

a
[7
S
r
W
W
W
U)
W
cc
0
0
a
PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB -9
PROJECT NO: 1026.01.01
STARTED: 10/8/12 COMPLETED: 10/8/12
NORTHING: 645591.79 EASTING: 944233.05
DRILLING COMPANY: Geologic Exploration
DRILLING METHOD: DBT/Air Rotary
ELEVATION 2178.86 ft MSL M.P. ELEV: 2182.09 ft MSL
BOREHOLE DIAMETER: 4" IN
WATER: 37.0 ft TOC TOTAL DEPTH 62.0 ft BGS
NOTES: Soil sampling with DPT to refusal
LOGGED BY: K. Webb CHECKED BY: K. Webb
U
_ �
W
a
O ^
U)
3:
o E
WELL
QO
?
DESCRIPTION
¢
w
m p
a s
CONSTRUCTION
C7
U
ML
SILT, red
5—
Cement Grout
10—
ML
SILT, medium orange -brown with soft rock lenses
15-
20—
RK
Partially Weathered Rock with SILT and soft rock
25—
lenses
i
30
I
Bentonite Seal
35
Weathered Rock, mica schist
RK
Wet at 55-60 feet
SynTerra CLIENT: Progress Energy
148 River Street, Suite 220
4T
Greenville, SC 29601 PROJECT LOCATION: Arden, NC
9999
ynTerr Faxep864-428699191 PAGE 1 OF 2

PROJECT: Ash Pond Monitoring Wells
WELL / BORING NO: CB -9
PROJECT NO: 1026.01.01
STARTED: 10/8/12 COMPLETED: 10/8/12
DRILLING COMPANY: Geologic Exploration
NORTHING: 645591.79 EASTING: 944233.05
DRILLING METHOD: DBT/Air Rotary
ELEVATION 2178.86 ft MSL M.P. ELEV: 2182 09 ft MSL
BOREHOLE DIAMETER: 4" IN
WATER: 37.0 ft TOC TOTAL DEPTH: 62.0 ft BGS
NOTES: Soil sampling with DPT to refusal
LOGGED BY K. Webb CHECKED BY: K. Webb
a
U
= c7 V)
W
a-
O^
Lo
0 z o f WELL
Lu "
O ?
DESCRIPTION ¢
w'
m =O a a CONSTRUCTION
co
45
50 -
Weathered Rock, mica schist
RK
Wet at 55-60 feet (continued)
55 -
�. Silica Sand Filter
PVC Slotted Screen
60
65-
70 -
75 -
SynTerra CLIENT: Progress Energy
148 River Street, Suite 220
PROJECT LOCATION: Arden, NC
Greenville, SC 29601
9999
�T�'r Fax: [phone]
PAGE 2 OF 2

1. WELL CONTRACTOR:
JOHNNY BURR
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environinent and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
176 COMMERCE BLVD
Street Address
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 ) 872-7686
Area code Phone number
2. WELL INFORMATION:
WELL CONSTRUCTION PERMIT#
OTHER ASSOCIATED PERMIT#(if applicable)
SITE WELL ID #(if applicable) CB -9
3. WELL USE (Check One Box) Monitoring W Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 10/08/12
4. WELL LOCATION:
200 CP&L DRIVE 28704
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
CITY: ARDEN COUNTY BUNCOMBE
TOPOGRAPHIC / LAND SETTING: (check appropriate box)
❑Slope ❑Valley VFlat ❑Ridge ❑Other___
LATITUDE 35 -28 -18.7900 " DMS OR DD
LONGITUDE 82 ^ 32 ' 48,3400 " DMS OR DD
Latitude/longitude source: (SPS OT'opographlc 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.)
PROGRESS ENERGY
N/A
f. DISINFECTION: Type
Facility Name
Facility ID# (If
applicable)
200 CP&L DRIVE
Sheet Address
Top
ARDEN
NC
28704
City or Town
State
Zip Code
PROGRESSENERGY
Top
Bottom
Contact Name
200 CP&L DRIVE
7. CASING: Depth
Mailing Address
Weight Material
Top 0.0 Bottom 52.0
ARDEN
NC
28704
City or Town
Slate
Zip Code
Area code Phone number
6, WELL DETAILS:
a. TOTAL DEPTH: 62.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO L�
d. TOP OF CASING IS 2.5 FT. Above I -and Surface"
"Top of casing terminated at/or below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type
N/A
Amount N/A
g. WATER ZONES (depth):
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Top Bottom
Top
Bottom
Thicknessl
7. CASING: Depth
Diameter
Weight Material
Top 0.0 Bottom 52.0
Ft.
2 INCH
SCH ao PVC
Top Bottom
Ft.
Top Bollom
Ft.
8, GROUT: Depth
Material
Method
Top 0.0 Bottom 18.0
Ft.
PORTLAND BENTONITE SLURRY
Top Bottom
Ft.___y
Top Bottom
Ft.__
9. SCREEN: Depth Diameter Slot Size Material
Top 52.0 Bottom 62.0 Ft. 2.0 in. .010 in. PVC
Top Bottom Ft. in. in.
Top Bottom Ft. in. in.
10. SAND/GRAVEL PACK:
Depth Size Material
Top 50.0 Bottom 62.0 Ft. 20-40 FINE SILICA SAND
Top Bottom Fl.
Top Bottom Fl.
11. DRILLING LOG
Top Bottom Formation Description
0.0 / 6.0
6.0 / 7.D
7.0 / 62.0
RED CLAY
RED/TAN SILTY CLAY
TAN SILTY PARTIALLY WEATHERED
ROCK
/
12. REMARKS:
BENTONITE AL FROM 1 B 0 TO 0.0 FEET
IUD.HERE13Y CERTIFY THAT THIS wL t.L wAS . _1NSTRUCTELi IN ACCORDANCE WITI I
• 15A NCA C E coNSTRI�G ioN s rAhl! 5, AND THAT A COPY OF THIS.
RECORD, k0 TO THF O
'10.116!12
SIGIVURE OF RTIFIED WELL CONTRAC O')R DATE
c. WATER LEVEL Below Top of Casing: _ 37.0 FT, JOHNNY BURR
(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
16,17 Mail Service Center, Raleigh, NC 27699-161, Phone :(919),807-6300

RECORD OF BOREHOLE PZ -1S SHEET 1 of 1
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo, Drlltech NORTHING: 644,180.5 DEPTH W.L.: 13.1 ft
PROJECT NUMBER: D636562.001 C125KW Air Rig EASTING: 944,986.5 ELEVATION W.L.: 2154.9 ft
DRILLED DEPTH: 19.0 ft DATE STARTED: 10/12/06 GS ELEVATION: 2165.7 ft DATE W.L.: 10/13/06
LOCATION: Arden, NC DATE COMPLETED: 10/12/08 TOC ELEVATION: 2168.0 ft TIME W.L.: 2:55 pm
SOIL PROFILE
SAMPLES
x
z
O
MONITORING WELL/
WELL
V
ELEV
a
a c
v
v)
a
w
w
PIEZOMETER
CONSTRUCTION
W
w
DESCRIPTION
L
O
'
0.
w
DIAGRAM and NOTES
DETAILS
w
DEPTH
z
cft)
0
D.0-3.5 6
WELL CASING
—2165
SILTY CLAY AND GRAVEL FILL, HF, dark brown, dry, loose.
Interval: -2.33-9 FT
Material: PVC
HF
Diameter. 2 -inch
Joint Type: Threaded
Grout—
62
21622
WELL SCREEN
Interval: 9.19 FT
3.5 -13.5
Materiel: PVC
SILTY SANDY CLAY, CL, orange brown, dry, loose. Trace gravel
Diameter: 24nch
5
Micaceous.
Slot Size: O.g10-inch
End Cap:
— 2160
Bentonite—
FILTER PACK
Interval: 7-19 FT
Type: #2 Sand
FILTER PACK $EAL
CL
Interval: 5-7 FT
Type: 3/6 Bentonite Chip
ANNULUS SEAL
10
Interval: 05 FT
—2155
Type: Porltand/Benlonile Mix
WELL COMPLETION
Pad: None
Protective Casing: None
2152.2
#2 Sand—
DRILLING METIIODS
13.5-14.2
CL
2151.5
Screen—
Soil Drill: 4,25-1lich ID
SANDY CLAY, CL, light brown, wet, soft, medium plasticity.
Hollow -Stem uger
Rock Drill: Non;
14,2
15—
1A.2-19.0
SILTY SANDY CLAY, CL, orange-txown, damp, low plasticity.
—2150
Micaceous
CL
2145.7
Boring completed at 19.0 ft
20-
0-2145
-2145
25-
-2140
30-
0-2135
-2135
35-
5_-2130
-2130
40
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
*Us"So
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-1 D/MW-1 D
SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-60 Turbo, Drlitech NORTHING: 644,188.0
DEPTH W.L.: 29.8 ft
PROJECT NUMBER: 0636562.001
D25KW
EASTING: 944,988.2
ELEVATION W.L.: 2138.2 ft
DRILLED DEPTH: 61.0 ft DATE STARTED: 10/11/06
GS ELEVATION: 2165.3 ft
DATE W.L.: 10/19/06
LOCATION: Arden, NC DATE COMPLETED: 10/18/06
TOC ELEVATION: 2168.0 ft
TIME W.L.: 5:08 prrl
SOIL PROFILE
SAMPLES
Z
O
F ¢ 2 iF
ELEV
a MONITORING WELL/
WELL
W V V
vo=((77
w w BLOWS PIEZOMETER
CONSTRUCTION
1
DESCRIPTION
w a p
J
y per 6 in w N DIAGRAM and NOTES DETAILS
a
C) D H
F-
Z 140 lb hammer
0
_
30 r ch drop
2165
A.0.3.5
SILTY CLAY AND GRAVEL FILL, HF, dark
WELL CASING
brown, dry, loose-
Interval: -2.66-51 ft
Material: PVC
HF
Diameter. 24nch
Joint Type: Threaded
2161.6
WELL SCREEN
315 .8.5
3.5
Interval: 51-61 ft
SILTY SANDY CLAY, CL, orange brown,
SPT 2-3-6 9
- Material: PVC
dry, IDose. Trace gravel Micaceous.
1.5
Diameter: 2-inch
5 - 2160
Slol Size: 0.010-inch
End Cap:
CL
-
FILTER PACK
Interval: 49-61 ft
Type: #2 Sand
2156.8
FILTER PACK SEAL
8.6-135
8-5
Interval: 45-49 ft
SILTY SANDY CLAY, CL, orange-brown,
SPT 4.4-12 16 1
Type: 3/8 Bentonite Chip
10
wet, very soft Trace gravel. Micaceous
1-5
ANNULUS SEAL
2155
Interval: 045 ft
CL
Type: Portland/Benlonite Mix
WELL COMPLETION
Ped: None
Protective Casing: None
2151-8
DRILLING METHODS
13.5-14.2
SANDY CLAY, CL, light brown, wet, soft,
CL 2151.1
14 2
SPT 4-9-9 18
_ Soil Drill: 4.25-inch ID
Hollow-Slem Auger
15
medium plasticity
Rock Drill: NO2 Wireline,
2150
142-23.5
6-inch Downhole Hammer
SILTY SANDY CLAY, CL, orange-brown,
damp, low plasticity. Micaceous
CL
APP 0
SPT 4-10-16 26 15
20 2145
-
Grout-
2141 8
235-31,5
23.5
SILTY SANDY CLAY, CL, orange-brown,
SPT 5-6-17 23 1
1 5
damp, very stiff. Trace gravel Micaceous
25
2140
CL
SPT 310-19 29 6, 1..55
0
is
30-
-2135
h
2133-8
31,5-33.5
,�P sa c 31.5
PARTIALLY WEATHERED ROCK,
D
PWR v�qb
Z
GNEISS.
Auger recusal at 33.5 H
19 IS
fap aA 2131.8
w
33.6-34.5335
BR r'
EL
BEDROCK, GNEISS. Competent.
2130,8
35
Feldspars, muscovite, biotite and possibly
BR » 2138,3
2130
homeblende minerals present. Fractures
�• 350
primarily filled with quartz, few have calcite
r-Y
ry
minerals present. Pyrite and chlorile
;
minerals also present.
..
345-350
.
BEDROCK, GNEISS, Rec=100%
BR -_
1
CORE
RQD=100 %
5 Q.
COFE
35-0-400
1
BEDROCK, GNEISS. Rec=100%
a
-
RQD=100%. Fractures at 36.0 ft, 37.1 fl,
044
U
37.511,40.Dft.
-� 212`5-3
Ln ccntklued on next page
LOG SCALE: 1 in = 5 ft
GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration
CHECKED BY: David Y. Reedy, P.G.
GoMff
Ossiociates
I
m
DRILLER: Mike McConahey
DATE:

RECORD OF BOREHOLE PZ -1 D/MW-1 D
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo, Driltech NORTHING: 644,188.0
PROJECT NUMBER: 0636562.001 D25KW FASTING: 944,988.2
DRILLED DEPTH: 61.0 ft DATE STARTED: 10/11/06 GS ELEVATION: 2165.3 ft
LOCATION: Arden, NC DATE COMPLETED: 10/18/06 TOC ELEVATION: 2168.0 ft
SHEET 2 of 2
DEPTH W.L.: 29.8 ft
ELEVATION WL.: 2138.2 ft
DATE W.L.: 10/19/06
TIME W.L.: 5:08 pm
a ip
LuO
0
4D
Z
F
¢ v
w
SOIL PROFILE
DESCRIPTION
rn
=c9
a o
� J
V,
ELEV.
DEPTH
m
g
Z
w
L0.u
F
SAMPLES
BLOWS
per 6 in
1401h hammar
30 INt drop
v
N w
a:
MONITORING WELL/
PIEZOMETER
DIAGRAM and NOTES
WELL
CONSTRUCTION
DETAILS
2125
40.0-45.0
40,0
WELL CASING
BEDROCK, GNEISS. Rec=100%.
Interval: -2 66-51 fl
RQD=92% Fracture at 40 fl.
: �
:
Materiel: PVC
_
Diameter: 2 -Inch
BR
CORE
0
Join[ Type: Threaded
5.0
a
WELL SCREEN
r
-_
Interval: 51-61 ft
Material: PVC
r�
2120.3
Diameter: 2 -inch
45
2120
45.0-48.0
45D
Slot Size: 0 010 -Inch
End Cap:
BEDROCK, GNEISS Less calcite filled
fractures Rec=100%. RQD=100%.
FILTER PACK
BR
Interval: 49431 ft
Benlonite-
Type: #2 Sand
r�
2117.3
OR
5.0
480-53.0
A8.0
FILTER PACK SEAL
BEDROCK, GNEISS. Rec=100%,
r
In 459 R
RQD=100%. High angle fractures at 46.5 ft
Type: 3/8 Bentonile Chip
50
and 50 0 fl.
rY'
ANNULUS SEAL
2115
BR
��"`•
COR
Interval: 045 ft
r
5 0
Type: PortlandlBenlonite Mix
WELL COMPLETION
Ped: None
2112.3
Protective Casing: None
53.0-580
r
53.0
DRILLING METHODS
BEDROCK, GNEISS Rec=100%.
r
Soil Drill: 4.25 -inch ID
RQD=92%. Fractures at 52.6 ft (high angle),
t=
Hollow -Stem Auger
53.2 ft, 53 7 ft (high angle), 57.6 R, 57.8 fl,
w
Rock Drill: NO2 Wireline,
55--2114
57 9 ft. Calcite mineral replacement from
#2 Sand-
6 -inch Downhole Hammer
56.9 to 57.2 ft
BR
y"
CORE
5.0
r-L+r
r
Screen-
•
2107.3
58.0-61.0
BEDROCK, GNEISS Gneiss with
muscovite, biotite, and possibly homblende
rr'
r
580
60
65
70
75
BO
2105
2104
2034
- 2090
minerals. Rec=100%. RQD=83%. Fractures
at 59.1 ft and 59.3 ft (high angle). Fracture
zone from 60.0 to 60 3 ft
BR
210A 3
OR
15.0
Continued as cored hole. See DNllhoia log
report.
GA INSPECTOR: Craig LaCosse
CHECKED BY: David Y. Reedy, P,G.�
DATE: 3/31/07 A8.40CiTteS

Y") ..
RECORD OF BOREHOLE PZ -2 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 644,141.7 DEPTH W.L.: 43.5 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/25/06 EASTING: 944,608.2 ELEVATION W.L.: 2139.7 ft
DRILLED DEPTH: 74.0 It DATE COMPLETED: 10/25/06 GS ELEVATION: 2179.6 it DATE W.L.: 10/26/06
LOCATION: Arden, NC TOC ELEVATION: 2183.2 ft TIME W.L.: 9:38 am
SOIL PROFILE
SAMPLES
z
O
MONITORING WELL/
WELL
ELEV.
N =
w
w
BLOWS
PIEZOMETER
CONSTRUCTION
V
DESCRIPTION v a. O
00
Ya
per 6 in
N
w
DIAGRAM and NOTES
DETAILS
D H
Lu
J
z
~
�H)
leo It, hemmer
30 Inch drop
0
0,0-0.5 SM
WELL CASING
SILTY SANG FlLL, SM, brown, dry. 0.5
Interval: 3.56-60 ft
D5-90
Material: PVC
FLY ASH FILL, HF, gray, dry, loose, silt with
Diameter: 2 -inch
some fine sand.
Joint Type; Threaded
WELL SCREEN
Interval: 60-70 It
Material: PVC
.
2175
HF
Diameter. 2 -inch
5—
SPT
3 2-1-3
3
2
Slot Size: 0.010
End Cep: Threaded
FILTER PACK
Interval: 56-70 ft
Type: #2 Sand
FILTER PACK SEAL
55-56 It
2170 6Interval:
Type: 3/6 Benlonite Chip
90-24.0 g 0
2170
FASH FILL, HF, grey, dry, medium
LY
SPT
3-45.6
9
100
ANNULUS SEAL
10
dense, sill with some fine sand
20
Interval: 0-55 ft
Type: Portlannentonlle Mix
WELL COMPLETION
Pad: None
Prolective Casing: None
DRILLING METHODS
Soil Drill: 4 25 -inch ID
Hollow -Stem Auger
2165
Rock Drill: None
15
SPT
3-4-3-7
7
2.0
HF
2D
2160
—
SPT
:34-5-8
9
20
2155,6
24.0-290 24.0
2155
FLY ASH FILL, HF, grey, dry to wet at 24.5
SPT
2-1-35
4
0
2.0
25--
5
to 24.75 and 25 25 to 25.75 ft bgs, medium
dense, sift with some fine send
HF
Groul-
2150 6
290-340 29.D
30--
0
2150
FLY ASH FILL, HF, gray, damp to wet
SPT
0-04-6
4
0
throughout, medium dense.
20
HF
7145.6
34.0-39.0 340
35—
—2145
FLY ASH FILL, HF, gray, wet throughout,
SPT
3-4-3-8
7
1 .0
medium dense.
20
HF
G
2140.6
—2140
HF 39.0
SPT
0-0-0-0
0
12.0
40
Lop continued on next Pane
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G,
DATE: *MC9Zes
DRILLER: Mike McConahey 3/31/07

LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G,dex
DRILLER: Mike McConahey DATE: 3/31107 *Uss"ocWes
RECORD OF BOREHOLE
PZ -2
SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG:
Deidrich D-50 Turbo
NORTHING: 644,141.7
DEPTH W.L.: 43.5 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/25/06
FASTING: 944,608.2
ELEVATION W.L.: 2139.7 ft
DRILLED
DEPTH: 74.0 ft DATE COMPLETED: 10/25/06
GS ELEVATION: 2179.6
ft
DATE W.L.: 10/26/06
LOCATION: Arden, INC
TOC ELEVATION: 2183.2
ft
TIME W.L.: 9:38 am
SOIL PROFILE
SAMPLES
Z
ELEV.
0
0:
MONITORING WELU
WELL
IL
_
w
BLOWS
v
PIEZOMETER
CONSTRUCTION
p
J
DESCRIPTION
y a O
Lw
o.
per 6 In
N w
DIAGRAM and NOTES
DETAILS
w
DEPTH
Z
1401b hammer
30 Itch drop
40
D9.D - 64,0
FLY ASH FILL, HF, gray, saturated,
SPT
0-0-M
0 2.0
WELL CASING
Interval: -3.58-60 It
medium dense, horizontal bedding visible.
Material: PVC
(Continued)
Diameter: 24rx:h
Joint Type: Threaded
WELLSCREEN
Interval: 60-70 If
Material: PVC
—2135
100.0
Diameter. 2 -inch
45
SPT
0-0-0-0
0 2
Slot Size: 0.010
End Cap: Threaded
FILTER PACK
Interval: 58.70 it
Type: #2 Sand
FILTER PACK SEAL
Interval: 55-58 ft
Type: 3/a Bentonfle Chip
50
2130
SPT
0-0-0.0
0 bO.D
ANNULUS SEAL
2-0
Interval: 0-55 it
Type: Portland/Bentonite Mix
WELL COMPLETION
HF
Pad: None
Protective Casing: None
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger
2125
Rock Drill: None
55
SPT
0-0-D-0
0 2.0
Bentonite-
60
-2120
SPT
0-0-0-0
0
Zo
2
#2 Sand -
2115
64.0-s90
FLY ASH FILL, HF, gray, saturated, more
6 64.0
4.0
65
dense than above, layering visible, near
SPT
3AA-i3
9
2,0
Screen—
horizontal
HF
2110.6
69.0-74.0
69.0
211 [I
FLY ASH FILL, HF, gray, saturated, more
7D
dense than above, layering visible, near
SPT
6-6-5-20
11 2 0
horizontal. Gravel to pebble -sized rock
fragments at 70 75 feel bgs (gneiss).
HF
Collapsed_
Material
2105 6
74.0-75.2
74.0
75
— 21D5
FLY ASH FILL AND GRAVEL -SIZED
HF
7.104.4
SPT
15-3D-5012
0
>50
GNEISSIC ROCK HF
75.2
A20
er reface, at 74 it bgs
Boring wmpiel.ed at 74.0 It
2100
80
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G,dex
DRILLER: Mike McConahey DATE: 3/31107 *Uss"ocWes

RECORD OF BOREHOLE PZ-3 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrlch D-50 Turbo NORTHING: 643,927.2 DEPTH W.L.: 46.9 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/26/06 FASTING: 944,586.3 ELEVATION W.L.: 2136.9 fl
DRILLED DEPTH: 74.0 ft DATE COMPLETED: 10/26/06 GS ELEVATION: 2180.2 ft DATE W.L.: 10/27/06
LOCATION: Arden, NC TOC ELEVATION: 2183.7 ft TIME W.L.: 7:22 am
SOIL PROFILE
SAMPLES
z
=
ELEV.
O
MONITORING WELL/ WELL
aw i
¢
IL
w t11 BLOWS u PIEZOMETER CONSTRUCTION
6 in DIAGRAM NOTES DETAILS
❑
J
DESCRIPTION
?
j per N u� and
W
z 140 C hammer
30 inch drov
0
216D
0.0-48
WELL CASING
SILTY SAND FILL, HF, orange,
Interval: 43.552 fl
medium-grained silty sand
Material: PVC
Diameter: 2-inch
HF
Joint Type: Threaded
WELL SCREEN
Interval: 62-72 ft
Material: PVC
_
2175.5
Diameter: 2-inch
5
4,8.9.0
4,8
SPT
4-55-10
13
Slot Size: 0.010
2-0
2175
SANDY SILT FLY ASH FILL, HF, gray, dry.
End Cap: Threaded
FILTER PACK
HF
Interval: 513-72 ft
Type: #2 Sand
FILTER PACK SEAL
2171
Interval: 5558 It
9.0-14,0
.2,
9,0
Type: 318 Bentonite Chip
10
SANDY SILT FLY ASH FILL, HF, gray, dry
SPT
4-5-7-12
12g
ANNULUS SEAL
2170
Some visible bedding
2,0 Interval: 055 ft
Type: Portland/Benlanite Mix
HF
WELL COMPLETION
Pad: None
Prolective Casing: None
DRILLING METHODS
2168.2
1
Soil Drill: 4.25-inch ID
14.0.34.0
14.0
Hollow-Sleet Auger
SANDY SILT FLY ASH FILL, HF, gray,
Rock Drill: None
15
_ 2165
most. Some visible bedding
SPT
7-7-10-16
17
_
2.0
20
2160
20 —
SPT
4-6-9-1
15
HF
25
2155
SPT
65-5-15
11
Grout-
30
2150
120
SPT
12-9-12-17
21
2146.2
34.0-390
34.0
SANDY SILT FLY ASH FILL, HF, gray,
0
35
2145
moist to wet at 34.25 and 35.25 ft bgs.
SPT
5-2-25
4
2,0
Some visible bedding
HF
2141.7.
HF 39.0
SPT
5-2-2�
4
Lo contim m-d an noxt a e
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P,G. O�r
*Ansocimes
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -3
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 643,927.2
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/26/06 EASTING: 944,586.3
DRILLED DEPTH: 74.0 ft DATE COMPLETED: 10/26/06 GS ELEVATION: 2180.2 ft
LOCATION: Arden, NC TOC ELEVATION: 2183.7 ft
SHEET 2of 2
DEPTH W.L.: 46.9 ft
ELEVATION W.L.: 2136.9 ft
DATE WL.: 10/27/06
TIME W.L.: 7:22 am
SOIL PROFILE
SAMPLES
SANDY SILT FLY ASH FILL, HF, gray,
2115 saturated. Trace sand that increases in
O
0.g <�
v ELEV. 0:MONITORING
#2 Sand -
WELU WELL
W v
2(D w
w
BLOWS v PIEZOMETER
CONSTRUCTION
o DESCRIPTION
y a O g
per 6 inN DIAGRAM and NOTES
DETAILS
W
DEPTH z
(ft)
140 lb hammer
n2 70
40
SPT 0-0-M 0 0
30kwh drop
0
2140 3�Y.0-44,0.
SANDY SILT FLY ASH FILL, HF, gray, wet
SPT
5-2-2-4 42.0
WELL CASING
throughout and saturated from 40.25 feel
"1108.2
Interval: -3.5-02 It
down. Some visible bedding(Confinued)
72.0
Material: PVC
PARTIALLY WEATHERED ROCK.
HF
Collapsed
Diameter. 2 -inch
Auger refusal at 74 ft bgs.
Material
Joint Type: Threaded
aaPaa 21068
WELL SCREEN
Boring completed at 74.0 It
2136,2
Interval: 62-72 It
440-490
44.0
SPT 50/3 50/3 Q0-0
Material: PVC
SANDY SILT FLY ASH FILL, NF, grey,
1
Diameter. 2 -Inch
45 2135 saturated. Visible layering
SPT
4-2-3 3 5 2 D
Slot Size: 0.010
End Cap: Threaded
HF
FILTER PACK
Interval: 58-72 fl
Type: #2 Sand
FILTER PACK SEAL
2131,2
Interval: 55-68 ft
49.0-55.3
49.0
Type: 3/8 Bentonite Chip
SANDY SILT FLY ASH FILL, HF, gray,
✓0— -2130 saturated Some coarse sand -sized
SPT
63x9 6 20
ANNULUS SEAL
material.
Interval: 0-55It
Type: Portland/Bentonile Mix
WELL COMPLETION
HF
Pad: None
Protective Casing: None
DRILLING METHODS
Soil Drill: 4.25 -inch ID
i
Hollow -Stem Auger
55
2126.0
SPT
0-0-0-0 0
Rock Drill: None
55.3-64.0 55.3
SANDY SILT FLY ASH FILL, HF, gray,
saturated More fine-grained material than Bentonite—
above with visible layers.
60 HF SPT 0-0.0.0 0 100.0
2120 2.0
E3 00
ua
[a:
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
W DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G.
Goldino
DRILLER: Mike McConahey DATE: 3/31/07 AS.40C�2�fL'S
m
64.0-720
64.0
65
SANDY SILT FLY ASH FILL, HF, gray,
2115 saturated. Trace sand that increases in
SPT 0-0-0-0 0 2.p
#2 Sand -
sand content at 65.8 It bgs
Screen—
HF
n2 70
2110
SPT 0-0-M 0 0
0
0
(7
_
"1108.2
72.0.74.0
72.0
o
PARTIALLY WEATHERED ROCK.
A a
PWR ©4
Collapsed
Auger refusal at 74 ft bgs.
Material
LU
aaPaa 21068
a
Boring completed at 74.0 It
d i5
2105
SPT 50/3 50/3 Q0-0
E3 00
ua
[a:
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
W DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G.
Goldino
DRILLER: Mike McConahey DATE: 3/31/07 AS.40C�2�fL'S
m

RECORD
OF BOREHOLE PZ -4
SHEET of 2
PROJECT: Progress Energy - Asheville DRILL RIG:
Deidrioh
D-50 Turbo NORTHING: 643,873.5
DEPTH W.L.: 40.9 ft
PROJECT NUMBER: 0636562.001 DATE STARTED:
10/30/06
EASTING: 944,817.8
ELEVATION W.L.: 2141.0 It
DRILLED DEPTH: 67.0 ft DATE COMPLETED: 10/30/06
GS ELEVATION: 2179.3 ft
DATE W.L.: 11/1/06
LOCATION: Arden, NC
TOC ELEVATION: 2181.9 ft
TIME W.L.: 2:51 pm
SOIL PROFILE
SAMPLES
2
a ¢
U ELEV.
MONITORING WELL/FCONSTRUCTION
a
Lu
rn
MO
w w BLOWS v PIEZOMETER
p w
DESCRIPTION
y
o_ p -
J
}a per 6 in N u� DIAGRAM and NOTES
Lu
DE ry' H
Z ~ 140 b h¢mmnr
0
-
30 hap drop
•5
SILT FLY
SY ABH FILL, HF, dark grey, damp,
WELL CASING.
soh
Interval: -2.57-56 5 ft
Material: PVC
Diameter: 24nch
Joint Type: Threaded
HF
WELL SCREEN
Interval: 56.5-66,5 fl
2175
Material: PVC
Diameter: 2 -Inch
5--
SPT 4-1-3-5 4 f2,d
Size: 0.010
2173.5
Elot
nd Cap: Threaded
58-8.0
SILTY SANDY FLY ASH FILL, HF, dark
5.8
FILTER PACK
grey, dry, loose.
HF
Interval: 54.566 5
Type: #2 Sand
2171,3
0.0-14.0
so
- FILTER PACK SEAL
SILTY SANDY FLY ASH FILL, HF, darkInterval:
52.5-54.5
2170
grey, dry, loose Sands are very coarse and
SPT 53-2-0 5 0
Type: 3/8 Bentonite Chip
10
appear to be "burnt" with a "popcorn crunch"
ANNULUS SEAL
texture.
_,
Interval: 052.5 It
HF
Type: Portland/Bentonite Mix
WELL COMPLETION
Pad: None
_
Prolective Casing: None
DRILLING METHODS
2165.3
Soil Drill: 4.25 -inch ID
2165
140-24.0
14.0
Hollow -Stem Auger
19SILTY
SANDY FLY ASH FILL, HF, dark
SPT 3-3-4-5 7 '0
Rock Drill: None
grey, dry, loose. Medium sands. Trace
2,0
coarse-grained sands. Trace coal fragments
up to 314 -inch diameter. Sill layering at 15 ft
bgs has alternating black/grey color.
--2160
HF
20
S H 75 00
2.0
-
2165.3
2155
24.0-29.0
24:0
SILTY SANDY FLY ASH FILL, HF, dark
1
25
grey, dry, loose Trace coarse sands with
SPT 4-3-0� 7
2.0
"popcorn crunch" texture
HF
Grout -
2160,3
2150
29.0 - 34.0
2.9.0
i
SILTY SANDY FLY ASH FILL, HF, grey,
1W'
30
dry, loose. Coarse sands with "popcorn
SPT 0-5-7-8 12
2-0
crunch" texture throughout.
r
HF
i
2145.3
2145
34.0-353
34.0
SILTY SANDY FLY ASH FILL, HF, grey,
HF
0
35
dry, loose. Coarse sands with "popcorn
a 144.0
SPT 5-5-5-0 10 2.0
crunch" texture from 34.7 10 35.3 H bgs,
HF
353.35.7
35.7
-
SILTY CLAY FILL, HF, orange -brown, dry,
medium. Micaceous. Thin layer of former
-
native clay used for fill material
HF
35.7 390
SILTY SANDY FLY ASH FILL, HF, grey,
2140 3
2940
damp, loose.
39.0-39.5
HF
_2158.8
SPT 0-0-0-0 D
40
HF
39.5
175.0
20
L continued ❑n next pefp
LOG SCALE: 1 in = 5 ft
GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration
CHECKED BY: David Y. Reedy, P.G.
DRILLER: Mike MCConahey
DATE: 3/31/07
A=C's

RECORD OF BOREHOLE PZ -4
SHEET202
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 643,873 5
DEPTH W.L.: 40,9 fl
PROJECT NUMBER: 0636582.001 DATE STARTED: 10/30/06
EASTING: 944,817.8
ELEVATION W.L.: 2141.0 ft
DRILLED DEPTH: 67.0 It DATE COMPLETED:
10/30/06
GS ELEVATION: 2179.3 It
DATE W.L.: 1111106
LOCATION: Arden, NC
TOC ELEVATION: 2181.9 Ill
TIME W.L.: 2:51 pm
SOIL PROFILE
Z
SAMPLES
WELL
0
<� v ELEV. MONITORING WELL/
v w V
kn =
w w BLOWS PIEZOMETER
CONSTRUCTION
0 DESCRIPTION
w a p
per 6 in N w DIAGRAM and NOTES
DETAILS
W
J DEPTH
C7 (ft)
o:
z 140 lb hemmer
40
30 Inch drop
SILTY SANDY FLY ASH FILL, HF, grey,
we(, loose.
Ly g
SPT 0-0-0-0 0
WELLCASING
39.5-44.0
2,0
Interval: -2.57-56.5 ft
SILTY CLAY FLY ASH FILL, HF, grey, wet,
Material: PVC
Diameter. 2 -Inch
soft. Produce up to 1/2 -inch ribbons. Trace
HF
_
Joint Type: Threaded
silly sand zone at 39.7 l0 40.0 ft bgs
(Continued)
WELL SCREEN
2135.3Interval:
56 5-06 5 ft
2135 44.0-49.0
44.0
Material: PVC
Diameter:
SILTY CLAY FLY ASH FILL, HF, grey, wet,
45 soft.
0
SPT 0-0-0-0 0 0
.010
Slot Size: 0.010
End Cap: Threaded
HF
FILTER PACK
Interval: 54.6-06 5
Type: #2 Send
FILTER PACK SEAL
2130.3
Interval: 52.554.5
2130 49.0-50.049.0
Type: 3/8 Bentonite Chip
SILTY SANDY FLY ASH FILL, HF, grey,
SO "popcorn
HF
2129,3
SPT 0-0-9-11 9
ANNULUS SEAL
wet, loose. Trace day and trace
5a 0
2 0
Interval: 0-52,5 ftL
crunch" sands.
Type: Portland/Bentonhe Mix
50.0-54.0
SILTY SANDY CLAYEY FLY ASH FILL,
WELL COMPLETION
HF, grey, wet, soft Laminations throughout.
HF
Ped: None
Trace "popcorn crunch" sands.
Protective Casing: None
2125.3
Bentonite—
DRILLING METHODS
Soil Drill: 4.25 -inch ID
2125 540-54.3
HF
Hollow -Stem Auger
55 SILTY CLAY FLY ASH FILL, HF, grey, wet,
54.6
SPT 0-0-3-0 3 00-D
RockDrill: None
Soft
2.0
54.3-54.6
SILTY CLAY, CL, brown to orange brown,
wet, soft. Trace black organic material.
Trace sand. Micaceous
CL
54.6-59.8
SILTY CLAY, CL, orange -brown, wet,
medium. Trace sand Remnant laminations
of gneissic bedrock Trace mica
2120 Consistency of clay produces ribbons up to
2119.5
60 1 -inch
gg,8
SPT 0-0-5-5 5 �0
59.8-640
#2 Send—
SILTY CLAY, CL, red -orange to
orange -brown, wet, medium Trace quartz
Screen—
from weathered parent rock found in
CL
discrete
discrete layers Remnant colored
laminations of parent rock. Highly
micaceoues. Consistency of clay produces
up to 1/2 -inch ribbons
2115.3
_
2115 64.0-655
54,0
SILTY CLAY, CL, red -orange to
65 orange -brown, -brown, wet, very stiff Trace quartz
9a ry q
CL
2113.8
75.0
SPT 11-14-21-5016 35
2.0
sands from weathered parent rock found in
,Paq G5.5
discrete layers. Remnant colored
larnlnallons Highly
n q
PWR v°p a
of parent rock.
21123
micacanues. Consrslency of clay produces
up to 1124nch ribbons.
655-670
PARTIALLY WEATHERED ROCK -SILTY
CLAY, CL, red -orange to orange -brown,
2110 wet, very stiff, Trace quartz sands from
70 weathered parent rock found in discrete
n layers Remnant colored laminations of
parent rock Highly micaceoues
r Consistency of clay produces up to 1/2 -inch
a ribbons.
Auger refusal at 67 ft bgs.
_
Boring completed at 67.0 fl
O
w
'
E: 2105
I 75—
LD
N
O
Np
O
N
n
—2100
� Ba
w
LOG SCALE: 1 in = 5 ft
GA INSPECTOR: Craig LaCosse
W DRILLING COMPANY: Geologic Exploration
CHECKED BY: David Y. Reedy, P.G.
0DRILLER: Mike McConahey
to
DATE: 3/31/07
Associate's

4
0
U
w
ff
w
0
w
of
0
M
RECORD OF BOREHOLE PZ -5 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo NORTHING: 643,909.9 DEPTH W.L.: 10.4 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 11/1/06 EASTING: 946,095,1 ELEVATION W.L.: 2160.8 ft
DRILLED DEPTH: 51.0 ft DATE COMPLETED: 11/1/06 GS ELEVATION: 2168.7 ft DATE W.L.: 11/3106
LOCATION: Arden, NC TOC ELEVATION: 2171.2 ft TIME W.L.: 10:25 am
SOIL PROFILE
SAMPLES
z
O
¢
0
ELEV.
X MONITORING WELD WELL
o.
v
�
v
rn x
w w BLOWS PIEZOMETER CONSTRUCTION
W
J
DESCRIPTION
y ¢ 0
In Q. per 6 in N ww DIAGRAM and NOTES DETAILS
w
=
D H
z ~
0
Vin)
140lb hammer
30 Inch drop
0
00-5.0
-
-
WELL CASING
SILTY FLY ASH FILL, HF, dark grey, dry to
Interval: -2.47-30 ft
damp, medium density Trace gravel
Material: PVC
(limestone)
Diameter: 2 -inch
HF
Joint Type: Threaded
WELLSCREEN
2165
Interval: 30-40 ft
Material: PVC
Diameter. 2 -Inch
5
2163.7
SPT
3-3-14-23
17
2 Slot Size: 0.010
5.0-9.0
5.0
End Cep; Threaded
SILTY FLY ASH FILL, HF, dark grey, wet,
medium density. Trace gravel (limestone).
FILTER PACK
Interval: 2840 ft
HF
Type: #2 Sand
FILTER PACK SEAL
IIn(erval:
2160
2158:7
26-28 ft
Type: 3/0 Bentonite Chip
9.0-15.5
90
1o__loose.
SILTY FLY ASH FILL, HF, dark grey, wet,
SPT
4-0-34
7
1 ANNULUS SEAL
Trace P'popcorn crunch" sends that
2.0 Interval: 0-26 ft
are coarse-grained sand size
Type: Portland/Bentonite Mix
WELL COMPLETION
HF
Pad: None
Prolective Casing: None
Grout–
DRILLINGtDS
2155
Soil Drill: 4.25 -Inch
Hollow -Stem Auger
Rock Drill: None
15
21532
SPT
1-1-0-1
1
Y0
15.5-19.0
15.5
SANDY SILTY FLY ASH FILL, HF, dark
grey, wet, very loose. Medium to
coarse-grained sands.
HF
2160
2149.7
_
190-24.0
19.0
--light
SILTY CLAY FLY ASH FILL, HF, dark to
SPT
0-0-0-0
0
A
20
grey, wet, very soft. Laminations
2.0
throughout clay alternating dark to light grey
Consistency producing up to 1 -inch ribbons
HF
- 2145
2144.7
24.0-340
24.0
_
SILTY SANDY FLY ASH FILL, HF, dark
25 --grey,
wet, very loose Very coarse-grained
SPT
0-0 0-0
02.0
-5-0
sands with "popcorn crunch" texture. Thin
silty clay fly ash Interval 29.4 to 29.6 ft bgs
Bentonite–
2140
HF
30
SPT
1-0-1-1
1
2.0
2135
2134.7
and -
#2 Sand-
34.0 -390
340
35–.-
35–
SILTY CLAY FLY ASH FILL, HF, dark grey
SPT
0-0-0-0
0
G9.0 Screen–
to grey, wet, very soft. Dark grey to grey
2,0
laminations throughout.
HF
2130
2129.7
SPT
0-0-0-0
0
HF 39'0
40
Lon continued on next page
220
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G. Goldin
SASSOCi2ites
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-5 SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo NORTHING: 643,909.9 DEPTH W,L.: 10.4 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 11/1/06 EASTING: 945,095.1 ELEVATION W.L.: 2160.8 ft
DRILLED DEPTH: 51.0 ft DATE COMPLETED: 11/1/06 GS ELEVATION: 2168.7 ft DATE W.L.: 11/3/06
LOCATION: Arden, NC TOC ELEVATION: 2171.2 ft TIME W.L.: 10:25 am
SOIL PROFILE
SAMPLES
z
O
MONITORING WELL/ WELL
ELEV
O v
a
=
a O
W w BLOWS 0
in
PIEZOMETER CONSTRUCTION
DIAGRAM NOTES
DESCRIPTION
per 6 N w
a
and DETAILS
W
DEPTH
Z
tff)
7101b hemmer
90 Inch dwp
40
99.17 -44.0
SILTY CLAY FLY ASH FILL, HF, dark grey
SPT
0-0-M
0
- 0
WELL CASING
Interval: -2.47 30 ft
to grey, wet, very soft. Dark grey to grey
Malarial: PVC
laminations throughout, Trace coal
9
Diameter: 24nch
fragments. (Continued)
H12117.7
Joint Type: Threaded
WELL SCREEN
2125
21247
Interval; 30A0 fl
44.0-45.3
Material: PVC
Diameter. 2-Inch
44,0
45
SILTY CLAY FLY ASH FILL, HF, dark grey,
wet, soft Trace coal t agments.
H
211.3.A
SPT
4-5-9-12
14
2A
Slot Size: 0.010
Collapsed_
A6.3
End Cap: Threaded
Material
45.3 - 50.0
SILTY CLAY, CL, orange, wet, medium
FILTER PACK
stiffness. M caceous Trace sand and
Interval: 28-4011
gravel. Consistency produces up to 1
Type: #2 Sand
112-inch ribbons.
C
FILTER PACK SEAL
2120
Interval: 26-28 ft
Type: 318 Bentonite Chip
50
21187
SPT
4-44-6
1,
ANNULUS SEAL
2.0
500-51,0
C
50-0
Interval: 0-26 it
SILTY CLAY, CL, orange, wet, stiff. Trace
Type: PortlanclBenlonite Mix
sand and gravel (loss than above).
Cnnslstancy produces tip to 2-inch ribbons.
WELL COMPLETION
Ped: None
Protective Casing: None
Boring completed a151.0 tt
DRILL2115
Soil DriIN 4 254nch IDS
Hollow-Stem Auger
Rock Drill: None
55
2110
60 —
2105
65-
52100
21 DD
70-
2M5
75
7,090
80
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
DRILLER: Mike McConahey DATE: 3/31/07*AjC9ZeS

RECORD OF BOREHOLE PZ-6
SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-120
NORTHING: 643,826.0
DEPTH W.L,: 14.8 It
PROJECT NUMBER: 0636562,001 DATE STARTED: 10/18/06
FASTING: 944,969.8
ELEVATION W.L,: 2152.7 ft
DRILLED DEPTH: 55.0 ft DATE COMPLETED: 10/18/06
GS ELEVATION: 2164.5 ft
DATE W.L.: 10/19/06
LOCATION: Arden, NC
TOC ELEVATION: 2167.3 ft
TIME W.L.: 5:09 pm
SOIL PROFILE
Z
SAMPLES
WELL
0
P v ELEV. �
MONITORING WELL/
a
Lu v
rn =�
w w BLOWS
v PIEZOMETER
CONSTRUCTION
0 DESCRIPTION
y a p
J
a per 6 In
N
w DIAGRAM and NOTES
x
DETAILS
Lu
D DEPTH
(n)
0
Z 140 D hemmer
00
30 inch drop
6-3 0
SANDY SILT FILL, HF, orange, dry,
WELL CASING
fine-grained.
Interval: -2.86-45 ft
HF
Material: PVC
Diameter: 24nch
Joint Type: Threaded
_
2161 5
3.0- 5.0
3.0
WELL SCREEN
SANDY SILT, ML, orange, dry.
Interval: 45-55 ft
ML
SPT 3-5-7-30 12
Materiel: PVC
2160
21595
Diameter: 2-inch
5 5.0-8.0
.
S.
Slot Size: 0 010
SANDY CLAY, CL, orange, dry,
End Cap: Threaded
fine-grained. Small quartz vein at 5.6 It bgs.
CL
FILTER PACK
Small rock fragments throughout.
Interval: 43-55 ft
Type: #2 Sand
21555
5.0-13.0
8.0
FILTER PACK SEAL
SANDY SILT, ML, orange, very moist.
Interval: 4143 ft
Schist rock fragments throughout. Visible
SPT 2-24-5 6 2.0
Type: 3/8 Benlonile Chip
215.5 Mica flakes
10
ANNULUS SEAL
ML
Interval: 0-11 ft
Type: Portland/Bentonite Mix
WELL COMPLETION
- Ped: None
2151 5
Prolective Casing: None
130-18,0
SANDY SILT, ML, orange, saturated. Large
13.0
DRILLING METHODS
gneiss gravel in spoon cutting head.
SPT 7-15-10 10 25 0
Sol l Drill: -Stern Au ID
Hollow-Stern Auger
2150
15
Rock Drill: None
ML
.2146.5
16.0- 23.0
18.0
CLAYEY SAND, SC, reddish brown,
1
fine-grained Sandier zones saturated.
SPT 4-7-15-25 22 2.0
2145
20
Sc
Grout-
_
2141.5
23.0.24.5
23.0
CLAYEY SAND, SC, reddish
Sc
2140
21413,0
SPT 5-7-7-15 14 �'
24.5-28-0
25
24.5
SILTY SAND, SM, reddish orange, moist
Quartz vein at 24 7 ft bgs
SM
2138.5
28,0-33.0
280
CLAYEY SAND WITH GRAVEL (GNEISS),
60.0
SC, red. Thin sand zones at 45 degree
SPT 4-7-10-10 17 2,0
2135 angle
'n
�
a
SC
f-
Z
z
p _
.2131.5
i 320-380
33.0
o SANDY CLAY, CL, brown 10 orange, moist.
0
a
SPT 4-5-8-13 13 2.0
2130
'a 3b
rl
ry
CL
0
civ
23
38,0-43.0
38:08.11
SANDY CLAY, CL, orange, moist
p
CL
SPT 4-"-20 14
20
tL -2125
40-
ui L92 cunllnued on next pagn
�i LOG SCALE: 1 in = 5 ft
GA INSPECTOR: David Y. Reedy, P.G.
w DRILLING COMPANY: Geologic Exploration
CHECKED BY: Chuck Pippin, P.G.
SAMMWes
DRILLER: Mike McConahey
DATE: 3/31/07
Gdder

RECORD OF BOREHOLE PZ-6 SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-120 NORTHING: 643,826.0 DEPTH W.L,: 14.6 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/18/06 EASTING: 944,969.8 ELEVATION W.L.: 2152,7 ft
DRILLED DEPTH: 55.0 ft DATE COMPLETED: 10/16/06 GS ELEVATION: 2164.5 ft DATE W.L.: 10/19/06
LOCATION: Arden, NC TOC ELEVATION: 2167.3 ft TIME W.L.: 5:09 pm
SOIL PROFILE
SAMPLES
Z
-
v
ELEV.
�
—
g
MONITORING WELD
WELL
..
..
U)
=
w
W
BLOWS
v
PIEZOMETER
CONSTRUCTION
Lu
DESCRIPTION
j
o
j
0.
per 6 In
N
Qw,
DIAGRAM end NOTES
DETAILS
W
0
D (n; H
Z
140Ib hammer
30 Inch drop
40
38.0-k3.0
WELL CASING
SANDY CLAY, CL, orange, moist.
Interval:-2.86A5 ft
(Continued)CL
Materiel: PVC
Bentonite— _
Diameter. 2-inch
Joint Type: Threaded
3121,5
43.0-44.0
WELL SCREEN
43.0
SANDY CLAY, CL, orange, moist. Few rock
CL12120.5
SPT
4510.10
18
50.0
_
Interval: 45-55 ft
Material: PVC
44.0
2120
fragments.
20
Diameter 2-Inch
480
45
Slot Size: 0.010
SANDY SILT, ML, tan, moist. Few rock
End Cap: Threaded
fragments.
ML
FILTER PACK
Interval: 43.55 It
Type: #2 Sand
2116.5
FILTER PACK SEAL
48.0-49.5
48.4
Interval: 41 A3 It
SANDY SILT, ML, len, saturated.
ML
2115.0
SPT
4•&12.16
20
#2 Send—
Benlo
Type: 3/8 Bentonite Chip
2-0
49.5-53.0
49.5
D
60--
2115
Screen _
ANNULUS SEAL
SILTY SAND, SM, tan, saturated, dense
Interval: 0A1 it
Abundant rock fragments at 49,5 ft bgs.
Type: Portland/Bentonite Mix
SM
.^
WELL COMPLETION
Ped: None
Protective Casing: None
2111 5
53.0
53.0-55.0
DRILLING METHODS
SILTY SAND, SM, coarse-grained. Quartz
SM
SPT
4-0-7-12
11`0
Soll Drill: 4.25-inch ID
at 54.75 ft bgs.
2.0
Hollow-Stem Auger
2110
;.
2109.5
Rock Drill: None
552M,
LLY WEATHERED ROCK-MICA
SPT
50/2
`0/`
dry.
LAuger
2.D
efusal at 55 fl bgs.
Boring completed at 55.0 fl
2105
60-
0-2100
-2100
65-
570752085
70-
75-
2086
80
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G. Wder
DRILLER: Mike McConahey DATE: 3/31/07 ASSOC1T es

RECORD OF BOREHOLE PZ-7S SHEET 1 of 2
PROJECT: Progress Energy -Asheville DRILL RIG: Deiddr-h D-50 Turbo NORTHING: 643,647.7 DEPTH W.L.: 42.9 It
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/13/06 EASTING: 944,662.9 ELEVATION W.L.: 2139 2 ft
DRILLED DEPTH: 44.0 ft DATE COMPLETED: 10/13/06 GS ELEVATION: 2178.6 ft DATE W.L.: 10/16/06
LOCATION: Arden, NC TOC ELEVATION: 2182.1 ft TIME W.L.: 8:55 am
SOIL PROFILE SAMPLES
a
z
p
s
v tt MONITORING WELD WELL
Lu
�ii v
p x pw w p PIEZOMETER CONSTRUCTION
0
DESCRIPTION ? pj w DIAGRAM and NOTES DETAILS
'
FE,;
Lu
p z
0-
0.0-i8.8 WELL CASING
SILTY FLY ASH FILL, HF, dark grey, dry, loose. IN Interval: -3.35-34
RM Material: PVC
EERI
Diameter. 2-inch
Joint Type: Threaded
- WELLSCREEN
2176
Interval: 34-44 ft
Material: PVC
Diameter, 2-inch
5--
Slot Size: 0.010
End Cap: Threaded
FILTER PACK
Interval: 32-44 It
Type: #2 Sand
FILTER PACK SEAL
2170Interval:
30-32 ft
Type: 3/8 Benlonite Chip
HF
70
ANNULUS SEAL
Interval: 0-30 It
Type: Portland/Bentonile Mix
WELL COMPLETION
Ped: Nana
Prolective Casing: None
2165
_ So I DrilDRLLIl: 4 2Sincch DS
Hollow-Stem Auger
15--Grout-
Rock Drill: None
2180
2180.0_
188-230 18.0 -
SILTY SANDY FLY ASH FILL, HF, dark to light grey, dry, very
20
loose.
HF
2185.8
230-296 23.0
215:'•
SILTY FLY ASH FILL, HF, dark grey, dry, loose.
25
HF
_
2150
2148.2
30--
296-340 29.6
SILTY FLY ASH FILL, HF, dark grey, damp, medium.
Bentonite-
HF
2145
2144 6 _
34.0-395 34.0
-
SILTY FLY ASH FILL, HF, dark grey, wet, medium
35
HF
#2 Sand-
Screen-
2139.3
HF 39.5
L. n continued on next e
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
��
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G. Onsociates
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -7S SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 643,647.7 DEPTH W.L.: 42.9 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/13/08 EASTING: 944,662.9 ELEVATION W.L.: 2139,2 ft
DRILLED DEPTH: 44.0 ft DATE COMPLETED: 10/13/06 GS ELEVATION: 2178.8 ft DATE W.L.: 10/16/06
LOCATION: Arden, NC TOC ELEVATION: 2182.1 ft TIME W.L.: 8:55 am
SOIL PROFILE
SAMPLES
z
ELEV.
MONITORING WELU WELL
v 5—
w
2
w
w
L)
PIEZOMETER CONSTRUCTION
W
w
DESCRIPTION
°a o
J
NOTES
g
DIAGRAM and DETAILS
w
D
a
r,
DEPTH
z
(ft>
40-
39.5-44.0
WELL CASING
SILTY CLAY FLY ASH FILL, HF, dark grey, wet, soft, low plasticity.
Interval: -3,35-34
(Continued)
Materiel: PVC
Diameter: 2 -inch
HF
Joint Type: Threaded
- WELL SCREEN
2135
2134.8
Interval: 3444 ft
PVC
Boring completed 13144.0 11
Dlemele�r:
45--Slot
Size: 0 010
End Cep: Threaded
FILTER PACK
Interval: 32-04 ft
Type: #2 Send
FILTER PACK SEAL
Interval: 30-32 ft
2190
Type: 3/8 Bentonite Chip
ANNULUS SEAL
b0
Interval: 0-30 It
Type: Portland/Bentonite Mix
WELL COMPLETION
Pad: None
Protective Casing: None
DRILLING METHODS
2125
Soil Drill: 4.25 -Inch ID
Hollow -Stem Auger
Rock Drill: None
55
2120
60-
-2115
65-
2110
70-
-2105
75-
2100
_
130—
0 -LOG
LOGSCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.&r
*Uss"odates
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -7D SHEET 1 of 3
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo, Diedrich NORTHING: 643,650.5 DEPTH W.L.: 45.1 ft
PROJECT NUMBER: 0636562.001 D-120, Drlltech D25KW Alr Rig EASTING: 944,669.2 ELEVATION W.L.: 2136.9 It
DRILLED DEPTH: 64.0 ft DATE STARTED: 10/12/06 GS ELEVATION: 2178.9 ft DATE W.L.: 10/19/06
LOCATION: Arden, NC DATE COMPLETED: 10/18/06 TOC ELEVATION: 2182.0 It TIME W.L.: 5:06 pm
SOIL PROFILE
SAMPLES
Z
U ELEV.
O
MONITORING WELD WELL
a ¢ a
�u v
x 0
a
mw
BLOWS
O
PIEZOMETER CONSTRUCTION
o
DESCRIPTION
rn 0
J
g
per 6 in
N
w
DIAGRAM and NOTES DETAILS
W
7 DEPTH
CJ
Z
140 lb hammer
30 Inch drop
0
0.0.19.8
WELL CASING
SILTY FLY ASH FILL, HF, dark grey, dry,
Interval: -3 12-73 ft
loose.
Materiel: PVC
Diameter:24nch
_
Joint Type: Threaded
` WELLSCREEN
2175
SPT
2-2-44
6
1 ®0
Interval: 7383 0
Material: PVC
Diameter: 2 -inch
5
Slot Size: 0.010
End Cap: Threaded
FILTER PACK
Interval: 7153 ft
Type: #2 Sand
- FILTER PACK SEAL
Interval: 69-71 fl
2170
SPT
2-1-2-3
3
2,0
Type: 3/6 BentonRe Chip
HF
10
ANNULUS SEAL
Interval: 059 H
Type: Poriland/Benlonite
WELL COMPLETION
Pad: None
Protective Casing: None
DRILLING METHODS
2165
SPT
3-3-51
B
Soil Drill: 4.25 -inch ID
2.0
Hollow -Stem, 625 -inch ID
Auger
15Hollow-Stem
Rock Drill: NO2 Wireline,
6 -inch Downhole Hammer
2760, t
16©188-230
18.8
SPT
6A-24
6
2'0
SILTY SANDY FLY ASH FILL, HF, dark to
"C) --light
grey, dry, very loose
HF
559
230-29.6
23.0
2155
SILTY FLY ASH FILL, HF, dark grey, dry,
SPT
0-0-3-3
3
loose.
2.0
25
HF
2150
SPT
B-5-7-11
12
100-0
21493
Z.Q
30
296-34.0
29.6
SILTY FLY ASH FILL, HF, dark grey, damp,
medium
HF
—2145
2
SPT
0.3-4-5
7
12,00
34.0-39.5
�®S
Groul-
SILTY FLY ASH FILL, HF, dark grey, wet,
35
medium
HF
2140
2939.4
SPT
3.1-2A
3
©R
40
HF 39.5
Lop conllriued on next page
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P,G.dff
DRILLER: Mike McConahey DATE: 3/31/07 Associates

RECORD OF BOREHOLE PZ -7D
SHEET 2of 3
PROJECT: Progress Energy - Asheville
DRILL RIG: Deidrich D-50 Turbo, Diedrich
NORTHING: 643,650.5
DEPTH W.L.: 45.1 ft
PROJECT NUMBER: 0636562.001
D-120, Drlftech D25KW Air Rig
EASTING: 944,669.2
ELEVATION W.L.: 2136.9 ft
DRILLED DEPTH: 84.0 ft
DATE STARTED: 10/12/06
GS ELEVATION: 2178.9 ft
DATE W.L.: 10/19/06
LOCATION: Arden, NC
DATE COMPLETED: 10/18/06
TOC ELEVATION: 2182.0 ft
TIME W.L.: 5:06 pm
SOIL PROFILE
SAMPLES
z
u
ELEV.
X
H
MONITORING WELD
WELL
CONSTRUCTION
a
W v
¢ x
�j v
rn s
O
w
W
a.
BLOWS
6 in
cp
W
PIEZOMETER
DIAGRAM and NOTES
DETAILS
DESCRIPTION
= J
=
per
N
W
DEPTH
Z
l,p lb hnmrner
30 irtdl drop
40
48.13
WELL CASING
SILTY CLAY FLY ASH FILL, HF, dark grey,
Interval: -3.12-73 ft
wet, soft, low plasticity (Continued)
Material: PVC
Diameter. 2 -inch
_
Joint Type: Threaded
WELLSCREEN
Interval: 73-83 It
2135
HF
SPT
0-0-2-3
2Q
-
Material: PVC
Diameter. 24nch
45
Slot Size: 0 010
End Cap: Threaded
FILTER PACK
Interval: 71-83 It
Type: #2 Sand
2130.9
FILTER PACK SEAL
48.0-49.8
48.0
Interval: 69-71 ft
2130
SILTY SANDY CLAY AND FLY ASH FILL,
HF
SPT
4-1-M
1
Type: 3/6 Bentonite Chip
HF, wet soft.
20.
2728.1
ANNULUS SEAL
50
49.8-54.5
413.8
Interval: 0 69 ft
SILTY CLAY, CL, brown -grey, wet, soft, low
Type: Portiand/Bentonite
plasticity.
WELL COMPLETION
CL
Pad: None
Protective Casing: None
DRILLING METHODS
2115
SPT
10-17-20-25
37
Soil Drill: 4.25 -inch ID
2124,4
2.G
Hollow -Stem, 825 -inch ID
54.5.58.0
54.5
HollowStem Auger
55
SILTY CLAY, CL, orange -brawn, damp to
Rock Drill: NQ2 Wireline,
moist, stiff. Micaceous Weathered bedrock
6 -inch Downhole Hammer
pieces (gneiss)
CL
2120:9
58-0
58.0-595
2120
SILTY SANDY CLAY, CL, orange -brown,
CL
SPT
10-23-50/4
35.5
70
damp to moist, stiff. Micaceous. Weathered
21194
2-0
bedrock pioces (gneiss)
60
Auger refusal at 58.5 ft b s.
595-66.5
BEDROCK, GNEISS, weathered,
�r
micaceous, sandy, loose.
;
OR
s�
"
2112.A
66.5-84.0
.�'
665
BEDROCK, GNEISS, upper interval iron
r
stained, Fractures at 72 fl, 75 ft, 77 ft, 79 ft
bgs. Possible fractures around 82 ft and 84
r '
It bgs
r�
2110
r_
70
Benlonile—
r:
#2 Sand—
BR
—2105
s
-'•
Screen -
2100_
80 --Lag
continood on next page
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
*U=es
DRILLER: Mike McConahey DATE: 3/31/07

an.v - uv.v
BEDROCK. GNEISS, upper Interval iron
Coined, Fractures al 72 ft, 75 ft, 77 1. 79 rl
bps. P©ssibla fractures around 62 fl and 64
tt bgs. fConrinuW) BR
85
90
95
100
1110
1E
WELL CASING
Interval: -3.12-73 ft
Material: PVC
Diameter 24nch
Joint Type: Threaded
WELL SCREEN
Interval: 73-83 ft
Material: PVC
Diameter. 2 -Inch
Slot Sae: 0.010
End Cap: Threaded
FILTER PACK
Interval: 71-83 ft
Type: #2 Send
FILTER PACK SEAL
Interval: 69-71 ft
Type: 318 Bentonite Chip
_ ANNULUS SEAL
Interval: 0S9 ft
Type: Portland/Bentonite
WELL COMPLETION
Pad: None
Prolective Casing: None
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem, 8.25 -inch ID
Hollow -Siem Auger
Rock Drill: NO2 Wireline,
6 -inch Downhole Hammer
120 -
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
DRILLER: Mike McConahey DATE: 3/31/07 *A=tes
RECORD OF BOREHOLE PZ -7D
SHEET 3of 3
PROJECT: Progress Energy - Asheville
DRILL RIG: Deldrich D-50 Turbo, Diedrich
NORTHING: 643,650.5
DEPTH W.L.: 45.1 ft
PROJECT NUMBER: 0636562.001
D-120, Driltech D25KW Air Rig
EASTING: 944,669.2
ELEVATION W.L.: 2136.9 ft
DRILLED DEPTH: 84.0 ft
DATE STARTED: 10/12/06
GS ELEVATION: 2178.9 ft
DATE W.L.: 10/19106
LOCATION: Arden, NC
DATE COMPLETED: 10/18/06
TOC ELEVATION: 2182.0 It
TIME W.L.: 5:06 pm
SOIL PROFILE
SAMPLES
z
0
MONITORING WELL/
WELL
rl Q
w
cn = 0w w
BLOWS PIEZOMETER
CONSTRUCTION
DESCRIPTION
y a Oco
FErL(ftE)T
per 6 in N ww DIAGRAM and NOTES
pETAILS
w
7C(0 Z
140 Ih hnn w
ac inch arorr
an.v - uv.v
BEDROCK. GNEISS, upper Interval iron
Coined, Fractures al 72 ft, 75 ft, 77 1. 79 rl
bps. P©ssibla fractures around 62 fl and 64
tt bgs. fConrinuW) BR
85
90
95
100
1110
1E
WELL CASING
Interval: -3.12-73 ft
Material: PVC
Diameter 24nch
Joint Type: Threaded
WELL SCREEN
Interval: 73-83 ft
Material: PVC
Diameter. 2 -Inch
Slot Sae: 0.010
End Cap: Threaded
FILTER PACK
Interval: 71-83 ft
Type: #2 Send
FILTER PACK SEAL
Interval: 69-71 ft
Type: 318 Bentonite Chip
_ ANNULUS SEAL
Interval: 0S9 ft
Type: Portland/Bentonite
WELL COMPLETION
Pad: None
Prolective Casing: None
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem, 8.25 -inch ID
Hollow -Siem Auger
Rock Drill: NO2 Wireline,
6 -inch Downhole Hammer
120 -
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
DRILLER: Mike McConahey DATE: 3/31/07 *A=tes

RECORD OF BOREHOLE PZ -8 SHEET 1 of 3
PROJECT: Progress Energy - Asheville DRILL RIG: Deiddch D-50 Turbo NORTHING: 643,699.6 DEPTH W,L.: 49.9 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/26/06 EASTING: 944,416.9 ELEVATION W.L.: 2131.4 ft
DRILLED DEPTH: 90.0 ft DATE COMPLETED: 10/26/06 GS ELEVATION: 2177.9 ft DATE W.L.: 10/27/06
LOCATION: Arden, NC TOC ELEVATION: 2181.3 ft TIME W.L.: 7:27 am
SOIL PROFILE
SAMPLES
z
ELEV
0
MONITORING WELL/ WELL
wv
v
rn sC9
w w BLOWS PIEZOMETER CONSTRUCTION
o
W
DESCRIPTION
j o
j per 6 in N ow DIAGRAM and NOTES DETAILS
Lu
DEPTH
C7
z 140 lb hammer
0
30 Inch drop
00-05
HF 2177 4
WELL CASING
SILTY SAND FILL, HF, orange, fine-grained
0.5
Interval: -3.34-83 ft
sand and few rock fragments to 0.5 ft bgs.
Material: PVC
0,5-9.0
Diameter. 2 -inch
SANDY SILTY FLY ASH FILL, HF, grey,
Joint Type: Threaded
dry, loose. Fine-grained material
2175
WELL SCREEN
Interval: 83-08 ft
Material: PVC
Diameter. 2tinch
5
HF
SPT
4-6 8.1 14 Slot Size: 0.010
2.0
End Cap: Threaded
FILTER PACK
Interval: 82-88 ft
Type:#2 Sand
2170
FILTER PACK SEAL
Interval: 79.82 It
2153.9
Type: 3/8 Bentonite Chip
90-19.0
9 0
10
SANDY SILT FLY ASH FILL, HF, grey, dry.
SPT
3.3.612 9 100 ANNULUS SEAL
more dense then above Fine-grained
2.0 Interval: 0-79 ft
material.
I Type: Portland/Bentonite Mix
WELL COMPLETION
Pad: None
Profedive Casing: None
2165
DRILLING METHODS
HF
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger
Rock Drill: None
15
SPT
3-3-2-7 5 20,
2160
2158.9
190-348
114.0
20
SANDY SILT FLY ASH FILL, HF, grey,
SPT
9-11-14-21 25 '00 0
damp Fine-grained material.
2,0
2155
25
3-6-9.12 15
2.a
SPT
HF
-2150
30
10`0
SH
2.0
2145
2143.2
1 0
35
348-39.0
34,8
SPT
2-1-3-8 4 ?0
SANDY SILT FLY ASH FILL, HF, grey, wet
at 34 75 ft and from 35 5 It down.
—
Fine-grained material.
-
HF
2140
2138.9
HF 39'0
SPT
2-2-4-7 6 1 60 Grout -
40
Lo continued on next e e
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G.
*A=L's
DRILLER: Mike MCConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-8 SHEET 2of 3
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 643,699.8 DEPTH W.L.: 49.9 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/26/06 EASTING: 944,418.9 ELEVATION W.L.: 2131.4 ft
DRILLED DEPTH: 90.0 ft DATE COMPLETED: 10/26/06 GS ELEVATION: 2177.9 ft DATE W.L.: 10/27/06
LOCATION: Arden, NC TOC ELEVATION: 2181.3 ft TIME W.L.: 7:27 am
SOIL PROFILE
SAMPLES
H
O
H
MONITORING WELL/
WELL
c1 ELEV.
a s
a s
v
y =
w w BLOWS O
PIEZOMETER
CONSTRUCTION
w
DESCRIPTION
y o- o
per, 6 in N w
DIAGRAM and NOTES
DETAILS
W
O J DEPTH
lY
Z
Ih�
140 ID hammer
30 mch tlmp
40—
SPT
2-2-0-7
6
WELL
WELL CASING
SANDY SILT FLY ASH FILL, HF, gray,
9 Y
2 0
Interval: -3.34-83 ft
Alternating bands of fine-grained material
Materiel: PVC
and sandier zones.(Conflnued)Diameter.
2-inch
HF
Joint Type: Threaded
2135
WELL SCREEN
2133 9
Interval: 63-88 f1
44.0-49.0
44.0
Material: PVC
Diameter:
5
SANDY SILT FLY ASH FILL, HF, grey,
SPT
0-0-0 0
0
20.0
4nch
Slot Size: 0.010
saturated. Fine-grained material
2.0
End Cap: Threaded
FILTER PACK
HF
Interval: 82-88 fl
Type: #2 Sand
2130
FILTER PACK SEAL
2128 9
Interval: 79 2 h
Type: 3/8 Bentonite Chip
49.0-74.0
490
SANDY SILT FLY ASH FILL, HF, grey.
SPT
0-0-0-0
0
ANNULUS SEAL
50
saturated. Fine-grained material Layering
2 0
Interval: 0-79 ft
visible.
Type: Porlland/Bentonile Mix
WELL COMPLETION
Pad: None
Protective Casing: None
--2125
DRILLING METHODS
Soil Drill: 4.25-inch ID
Hollow-Stem Auger
90.0
Rock Drill: None
55—
SPT
0-M-0
0
2.0
­2120
60
S H0=0
2.0
HF
2115
65
SPT
0-0-0-0
0
900
2.0
2.0
2110
70--
SPT
0-0-0-0
0
100.0
2.0
2105
2103.9
74.0-808
740
SANDY SILT FLY ASH FILL, HF_ grey,
SPT
2-3.4-7
7
75—
saturated Fine-grained material Layering
20
with fine and sandier material
HF
2100
SPT
0-0-C
0
75.0
20
80—
Lo continued on next page
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G.dff
dt"Socimes-
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -8 SHEET 3of 3
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 643,699.6 DEPTH W.L.: 49 9 It
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/26/06 EASTING: 944,41 B,9 ELEVATION W.L.: 2131.4 ft
DRILLED DEPTH: 90 0 ft DATE COMPLETED: 10/26/06 GS ELEVATION: 2177 9 ft DATE W.L.: 10/27/06
LOCATION: Arden, NC TOC ELEVATION: 2181.3 ft TIME W.L.: 7:27 am
SOIL PROFILE
SAMPLES
Z
ELEV
O
as
MONITORING WELU
WELL
EL
rn
=0
w
w
BLOWS
PIEZOMETER
CONSTRUCTION
U.1
J
DESCRIPTION
=
� O
?
a.
per 6 in
N
w
DIAGRAM and NOTES
DETAILS
W
D'fi; H
Z
1�0 to hammer
30 Inch drop
80
—'
` l
HF
2097.1
SPT
0-0-0-0
0
2-
Bentonite—
WELLC ASING
_
Interval: -3.34.83 ft
Material: PVC
808-84,0
eo 6
CLAYEY SILT, ML, tan
Diemeter:2lnch
ML
_
Joint Type: Threaded
2095
WELL SCREEN
209301
Interval: 83-88 ft
Material: PVC
Diameter: 2 -inch
840-880
84,0
65
SILTY SAND, SM, orange, moist
9
SPT
0-10-15-24
25
50.0
#2 Sand—
Slot Size: 0.010
2.0
Coarse-grained with gravel -size weathered
Screen—
End Cap: Threaded
gneiss.
Auger refusal at 86 ft bgs.
SM
FILTER PACK
Interval: 62-88 fl
Type: #2 Sand
2090
2089'9
FILTER PACK SEAL
---
88.0
Interval: 79-82 fl
SPT
50/3
5013
2.0
Type: 316 Bentonite Chip
ANNULUS SEAL
90
Boring completed at 90.0 ft
Interval: 0-79 fl
Type: PorllandlBentonile Mix
WELL COMPLETION
Pad: None
Prolective Casing: None
—2085
DRILLING METHODS
Soll Drill: 4.25 -inch ID
Hollow -Stem Auger
Rock Drill: None
95 —
2080
100
2075
105--
05--2070
--2070
110
-2065
115
2060
120—
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G. Gold
OssoEwes
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -9 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 643,547.1 DEPTH W.L.; 48.6 ft
PROJECT NUMBER: 0636552.001 DATE STARTED; 10/27/06 EASTING: 944,378.0 ELEVATION W.L.: 2132.1 ft
DRILLED DEPTH: 71.0 ft DATE COMPLETED: 10/30/06 GS ELEVATION: 2177.5 ft DATE WL.; 10/31/06
LOCATION: Arden, NC TOC ELEVATION: 2180.7 ft TIME W.L.: 5:13 prn
SOIL PROFILE
SAMPLES
2
v ELEV
0
2
a: MONITORING WELL/ WELL
a
W
>
rn =O
W w BLOWS U PIEZOMETER CONSTRUCTION
o
DESCRIPTION
y a 0
i as per 6 in N DIAGRAM and NOTES DETAILS
W
= DEPTH
Z ~ 140 la Narnmer
30 finch drop
WELL CASING
8.0.0.5
SILTY SAND FILL, HF, orange,
tip
t15
medium reined sand.
Interval: -3 24-55 K
0.5-140
Material; PVC
Diameter: 2 -inch
SANDY SILT FLY ASH FILL, HF, d ry,
Joint Type: Threaded
2175
loose
WELL SCREEN
Interval: 5555 It
Material: PVC
Diameter: 2 -inch
5
SPT 4-2-2-2 4Slot Size: 0.010
End Cap: Threaded
FILTER PACK
Interval: 5355
HF
Type: k2 Sand
2,170
FILTER PACK SEAL
Interval: 5153
Type: 3M Bentonite Chip
10
SPT 3-2-1-3 3 ANNULUS SEAL
2.0 Interval: 051
Type: Portland/Bentonile
WELL COMPLETION
Pad: None
2165
Protective Casing: None
DRILLING METHODS
2163.5
Soil Drill: 4 25 -inch ID
14.0-39.0
14,0
Hollow -Stem Auger
SANDY SILT FLY ASH FILL, HF, dry,
Rock Drill: None
15
loose. Some horizontal layering
SPT 4-3-3-5 6 2.0
21160
20
SPT 2-2-3-5 5 0
2,0
2155
25
SPT 3-3-3-4 6 1 0
2.0
_
Groul—
HF
7150
2 30—
SPT 0 -OAA 4 1000
2.0
t-
0
r-7
Z
2145
O
O
W
a
35
SPT 0.3-3-5 6 100D
2140
�i
2138.5
a
39.0
HF
SPT 4-3-3.6 6 2.0
0 40
Lo wntirruad on next e
of
Lu LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
w DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G. idex
SAUS00ciates
o DRILLER: Mike McConahey DATE: 3/31/07
M

RECORD OF BOREHOLE PZ-9
SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG:
Deldrlch D-50 Turbo NORTHING: 643,547.1
DEPTH W.L.: 48.6 ft
PROJECT NUMBER: D636562.001 DATE STARTED: 10/27/06
FASTING: 944,378.0
ELEVATION W.L.: 2132.1 ft
DRILLED DEPTH: 71.0 ft DATE COMPLETED:
10/30/06
GS ELEVATION: 2177.5 ft
DATE W.L.: 10/31/06
LOCATION: Arden, NC
TOC ELEVATION: 2180.7 ft
TIME W.L.: 5:13 pm
SOIL PROFILE
SAMPLES
Z
0
- F
v
ELEV.
=MONITORING WELU WELL
w
w =cD
ur w BLOWS c3 PIEZOMETER
CONSTRUCTION
o Lu DESCRIPTION
y n O
per 6 in N Lu DIAGRAM and NOTES
DETAILS
W
D
DEPTH
(ft)
z 140 lb hammer
40
30 Inch drop
30,0-44.0
SANDY SILT FLY ASH FILL, HF, damp,
SPT 4-3-35 6 RM
1�.D
11111 WELL CASING
loose, Some horizontal layering(Continued)
Interval: -3.24.55 ft
Material: PVC
HF
Diameter: 24nch
2135
Joint Type: Threaded
WELLSCREEN
213.,15
Interval: 5565 It
44.0 - 48 B
44-0
Material: PVC
SILTY CLAY FLY ASH FILL, HF, dark grey,
Diameter: 24nch
45 wet, vary soft, tdark grey to black
SPT 0-0-0-0 0
Slot Size: 0.010
laminations fromm 45.8 45,8 l0o 46 4 It bgs.
End
End Ca Threaded
p.
HF
FILTER PACK
Interval: 53-05
2130
Type: #2 Sand
FILTER PACK SEAL
2128,7
1
Interval: 5153
488-53.5
48.8
SPT 0-0-0-0 0
2.0
Type: 3/8 Bentonite Chip
SILTY SANDY FLY ASH FILL, HF, HF, dark
50 grey, wet, very loose. Alternating
ANNULUS SEAL
laminations throughlout. Trace silly clay
Interval: 051
interval < 2-inches thick
Type: Portland/Bentonite
HF
WELL COMPLETION
Bentonite—
Pad: None
2125
Protective Casing: None
21240
DRILLING METHODS
53.5-580
SILTY CLAY FLY ASH FILL, HF, dark grey,
53.5
SPT 0-0-0-0 0 20
Soil Drill: 4.25-inch ID
Hollow-Stem Auger
wet, soft. Some laminations near 54 5 It bgs
55
Rock Drill: None
to 55 ft bgs
HF
2120
2119.5
58.0-65.4
56.0
SILTY CLAY FLY ASH FILL, HF, dark grey,
0 0
wet, very soft Laminations throughout.
SPT 0-0-0-0 0 #2 Sand—
Consistency of clay produces 1-Inch
60 ribbons
Screen—
HF
2115
65
2112. f
SPT 0-0-0-0 0 t1(7,0
2 0.
654-68.0
654
SILTY CLAY FLY ASH FILL, HF, dark grey,
wet, soft Trace laminations throughout.
HF
Orange fill material within fly ash laminations
—2110 at 65.4, 65 B, and 66 ft bgs
2105.5
Collapsed_
88.0 -7t 0
VF114V
660
Material
PARTIALLY WEATHERED ROCK, SILTY
4k 19
'°�.jA
9 0
SPT 21-50/25 5012.2.0
CLAYEY SAND, SC, orange to white to light
o brown, wet, medium dense sand. Remnanl
PWR o e'
n 70 bedrock layering in sands.
c
�A
v Auger refusal at 71 It bgs.
9
2106.5
o goring completer! at 71 0 ft
U'
Z 2105
O
0
LU
a
n. 75
t7
:a
0
S
2100
m
0
BO
w
LOG SCALE: 1 in = 5 ft
GA INSPECTOR: David Y. Reedy, P.G.
Z DRILLING COMPANY: Geologic Exploration
CHECKED BY: Chuck Pippin, P.G.
*Ussooclates
0 DRILLER: Mike McConahey
rn
DATE: 3/31/07
l dff

RECORD OF BOREHOLE PZ -10 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo, Driltech NORTHING: 643,325.0 DEPTH W.L.: 29.3 ft
PROJECT NUMBER: 0636562.001 D25KW Alr Rig FEASTING: 944,315.3 ELEVATION W.L: 2127.0 ft
DRILLED DEPTH: 42.0 ft DATE STARTED: 10/24/06 GS ELEVATION: 2153.9 ft DATE W.L.: 11!7106
LOCATION: Arden, NC DATE COMPLETED: 11/6/06 TOC ELEVATION: 2156.3 ft TIME W.L.: 8:05 am
SOIL PROFILE
SAMPLES
Z
L)ELEV.
a
-
MONITORING WELL/ WELL
w>
rn x
m
W
BLOWS
v
PIEZOMETER CONSTRUCTION
p
a
J
DESCRIPTION
w O
C
per 6 in N
ul
DIAGRAM and NOTES DETAILS
W
x x
D H
a
��;
Z
140 Ib hammer
30 Inch drop
0
SILTY CLAY FLY ASH FILL, HF, dark grey,
WELL CASING
Interval: -2.4-32 ft
dry, soft.
Material: PVC
_
Diameter: 2inch
HF
Joint Type: Threaded
WELLSCREEN
Interval: 32.42 fl
-
2150
Material: PVC
100.D
2148'9
5
5.0-7.5
5.0
SPT
2-2-3-0 5
2.0
Slot Sizer: 0.0 0h
End Cap: Threaded
SILTY SANDY FLY ASH FILL, HF, light
grey, dry, loose Sands have "popcorn
HF
FILTER PACK
crunch" texture.
Interval: 3042 It
2148,4
Type: #2 Sand
7,5-9.8
SILTY CLAYEY SAND, SC, orange brown,
75
FILTER PACK SEAL
dry, loose
Sc
Interval: 2 30
2145
Type: 3/B Bentonite Chip
2144.1
10
9,8-140
SPT
5-7-6-9 13
2-0
ANNULUS SEAL
9.8
SILTY CLAYEY SAND, SC, light brown, dry,
Interval: D-26 ft
Type: Portland/Bentonite
loose. Sand content increased as compared
a
to interval above.
WELL COMPLETION
Sc
Pad: None
Protective Casing: None
DRILLING METHODS
2140
2139.9
Grout- Soil Drill: 4.25 -inch ID
14-0-176
VPy4v
14.0
Hollow -Stem Auger, Air
PARTIALLY WEATHERED ROCK, SILTY
Ta
SPT
15.50!6 50/6
80.0
Hammer
15
SAND, SM, light brown, dry, medium dense
v�a
v 52
2.0
Rock Drill: 6 -inch Downhole
sand, Weathered bedrock (gneiss) gravel
PVVR �4vga
Hammer
throughout. Trace clay
° S
Auger Refusal at 17 5 It bgs
9
ad..
A
2136.4
17.5-23.0
ti''
17.5
BEDROCK, GNEISS. Highly weathered.
l
SPT
5012 50/2
0
2135
::
2.0
20
BIR r;
•
_ 2130-9
_
23.0
23.0-32.0
213❑
BEDROCK, GNEISS. Competent bedrock.
fir.
25
BR 'r -
r
-21sr3
Bentonite-
30
:_,.✓.-:
s
-
32.o
32.0-320
Fractured zone with iron staining at 32 It
r
bgs.
2120
32.0-42.0
BEDROCK, GNEISS
35--
5BR
B R
and-
#2 Sand-
Screen-
Screen-211
211
-
Lpq continued on next Ma
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G. Wdff
*AssocWes
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -10 SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo, Drlllech NORTHING: 643,325.0 DEPTH W.L.: 29.3 it
PROJECT NUMBER: 0636562.001 D25KWAir Rig FASTING: 944,315.3 ELEVATION W.L.: 2127.0 ft
DRILLED DEPTH: 42.0 ft DATE STARTED: 10/24/06 GS ELEVATION: 2153.9 ft DATE W.L.: 11/7106
LOCATION: Arden, NC DATE COMPLETED: 11/6/06 TOC ELEVATION: 2156.3 ft TIME W.L.: 8:05 am
v SOIL PROFILE SAMPLES
w
z
0
a
_ ELEV MONITORING WELL/ WELL
v
v
m w BLOWS PIEZOMETER CONSTRUCTION
o
DESCRIPTION o g ° per 6 in N w DIAGRAM and NOTES DETAILS
w
wa
DEPTH Z tq 0 to hemmer
40
30 Inch drop
a2_0 42-0
WELL CASING
BEDROCK, GNEISS. (Continued)
BR
Interval: -2.4-32 ft
Materlak PVC
�� 2111,8 Diameter. 2 -inch
Boring completed at 42.0 It
Joint Type: Threaded
WELL SCREEN
- 2110
Interval: 32-42 fl
Material: PVC
Diameter: 2 -inch
45
Slot Size: 0.010
End Cap: Threaded
- FILTER PACK
Interval: 30-42 fl
Type: #2 Sand
FILTER PACK SEAL
Interval: 26-30
Type: 3/6 Bentonite Chip
50
ANNULUS SEAL
Interval: 0-26 ft
Type: PortlandBanlonhe
WELL COMPLETION
Pad: None
Protective Casing: None
^ DRILLING METHODS
2100
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger, Air
Hammer
Rock Drill: 6 -inch Downhole
Hammer
2095
60--
--2090
65--
20115
70
2060
75--
2075
60
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G. GO1&-T
Ossoclates
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-11
SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 643,356.3
DEPTH W.L.: 46.5 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/18/06
EASTING: 944,495.5
ELEVATION W.L.: 2133.9 ft
DRILLED DEPTH: 55.0 ft DATE COMPLETED: 10/18/06•
GS ELEVATION: 2177,3 ft
DATE W.L.: 10/20/06
LOCATION: Arden, NC
TOC ELEVATION: 2180.4 ft
TIME W.L.: 2:40 pm
SOIL PROFILE
SAMPLES
z
o
¢
MONITORING WELD
WELL
IL
W >
y = o
w w BLOWS PIEZOMETER
CONSTRUCTION
o J DESCRIPTION
HLE)TVH
y_ Og
per 6 in N w DIAGRAM and
NOTES
DETAILS
LU
C7
Z 1401e hammer
0
30 Inch drop
-13-0
SIL
SILTY SANDY FLY ASH FILL, HF, dark
WELL CASING
grey, dry, loose.
Interval: -3.1145 h
Material: PVC
Diameter: 24nch
2175
Joint Type: Threaded
WELLSCREEN
Interval: 45-55 ft
Material: PVC
SPT 2-2-1-2 3 LM
2'0
Diameter: 2-inch
5—
Slot Size: 0 010
End Cap: Threaded
HF
FILTER PACK
r-r
Interval: 43-55 ft
2170
'=i
Type: #2 Send
-
r
FILTER PACK SEAL
AN-0
Interval: 4143 ft
SPT 3-2-3-5 5
5 5 p0
Type: 3/8 Bentonite Chip
2.0
10
c
_ ANNULUS SEAL
Interval: 0-41 fl
Type: Portland/Bentonite
WELL COMPLETION
- 21b5
Ped: None
2764.3
Protective Casing: None
13.0 - 18.0
13-0
DRILLING METHODS
SILTY SANDY FLY ASH FILL, HF, light
SPT 5-3-3-5 6 1800
SoHolloll
ll: 4.25-inch ID
grey to dark prey, dry, Bose. Trace coal
2 D
' w-Stem Auger
fragments up to 0,37nche1; thick.
Rock Drill: None
15--
HF
2.x60
2159.3
180-23.0
16.0
SILTY FLY ASH FILL, HF, grey, dry,
medium density.
SPT B-9-11-26 20
2.0
-
20 --
HF
Groul-
2155'
2154.3
,
230-28.0
23.0
Y'
r1
SILTY SANDY FLY ASH FILL, HF, dark
grey, dry, loose
SPT 5-3-3-6 62.D
P
25
)'
HF
r
-- 2150
2149.3
28.0-333
29.Q
SILTY FLY ASH FILL, HF, dark grey, damp,
iSPT 1
f
medium density
5-8-11.13 19
2.0
Q 30--
HF
0
CD
2145.
O
2144.0
33.3 - 33.6
SILTY CLAY FLY ASH FILL, HF, dark grey,
I#F
33 a
SPT 5-3-6•28 9 ma
damp IowoL soft
2,0
Si. 35--33.6.38.8
SILTY CLAY, CL, orange-brown, wet,
-
Mmedium Micaceous Consistency of clay
CL
-
produces up to 2-inch ribbons Trace
wealherd bedrock gravel (gneiss).
214{7
=
2138.7
6
SPT 8-13-17.30 3020
-
a SILTY CLAY, CL, light brown, wet, very stiff.
CL
O 40— Micaceous
Lu L DR WlItInUed an naxt PE190
uj LOG SCALE: 1 in = 5 ft
GA INSPECTOR: Craig LaCosse
w DRILLING COMPANY: Geologic Exploration
CHECKED BY: David Y. Reedy, P.G
SASSOCimes
o DRILLER: Mike McConahey
M
DATE: 3/31/07

RECORD OF BOREHOLE PZ-11 SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo NORTHING: 643,356.3 DEPTH W.L.: 46.5 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/18/06 EASTING: 944,495.5 ELEVATION W.L.: 2133.9 ft
DRILLED DEPTH: 55.0 ft DATE COMPLETED: 10/18/06 GS ELEVATION: 2177.3 ft DATE W.L.: 10/20/06
LOCATION: Arden, NC TOC ELEVATION: 2180.4 ft TIME W.L.: 2:40 pm
SOIL PROFILE
SAMPLES
x
a
z
¢
MONITORING WELL1
PIEZOMETER
WELL
CONSTRUCTION
v
ELEV.
w
BLOWS
p.,
�.,
DESCRIPTION
N
x
O
?
w
per 6 in
N
v
w
DIAGRAM and NOTES
DETAILS
W
?
J
D H
(
`ry;
z
110 b hammer
30 inch drop
_
40
38.6 -44.0
Iffli
WELL CASING
SILTY CLAY, CL, tight brown, wet, very stiff.
Interval: -31145 ft
Micaceous.IrContinved)
Material: PVC
CL
Bentonite—
Diameter: 2-Inch
Joint Type: Threaded
—2135
WELL SCREEN
SPT
3-8-25-50/4
33
2 Q
27130.33
Interval: 45-55 ft
Material: PVC
-
44.0.48.3
Diameter. 2 inch
SILTY CLAY, CL, light orange brown, wet,
Slot Size: 0.010
45
medium. Mlcaceous. Trace gravel.
End Cap: Threaded
_
CL
FILTER PACK
Interval: 43-55 ft
Type: #2 Sand
— 2130
212.9,0
FILTER PACK SEAL
SPT
7-9-13-27
22�
2.medium.
48.3-48.5
SILTY SANDY CLAY, CL, light brown, wet,
CL
48'5
#2 Sand—
Interval: 41-43 ft
Type: 3/6 Bentonite Chip
Leen clay with less then 1/2-inch
ANNULUS SEAL
50—
ribbons.
Screen—
Interval: 1141 ft
48.5 -53.5
Type: Portland/Benlon to
SILTY CLAY, CL, wet, very stiff. Remnant
CL
layering of parent rock (gneiss) throughout
WELL COMPLETION
Micaceous
Ped: None
2125
Protective Casing: None
2123.8
DRILLING METHODS
53.5-55.0
53.5
SPT
75.0
Soil Drill: 4.25-inch ID
SANDY SILTY CLAY. CL, brown, wet, soft
CL
2.0
Hollow-Stem Auger
to medium- No plasticity.
2122-3
Rock Drill: None
55
Auger refusal el 55 ft bgs.
_—
Baring completed et 55 0 ft
SPT
7-26-5012
>50
2 0
2120
60-
-2116 2115
65
2110
70
—2105
75
2100
80
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G. Wdff
DRILLER: Mike McConahey DATE: 3/31/07 Associate's

RECORD OF BOREHOLE PZ -12 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deidrich D-60 Turbo NORTHING: 643,441.1 DEPTH W.L.; 12.6 It
PROJECT NUMBER: 0536562.001 DATE STARTED: 10/25/06 EASTING: 944,669.5 ELEVATION W.L.: 2156.4 ft
DRILLED DEPTH: 60,5 ft DATE COMPLETED: 10/25/06 GS ELEVATION: 2165.2 ft DATE W.L.: 10/26/06
LOCATION: Arden, NC TOC ELEVATION: 2169.0 It TIME W.L.: 7:33 am
SOIL PROFILE
SAMPLES
z
O
MONITORING WELU
WELL
v
ELEV,
m
F'_9
rn
20
Wm
WBLOWS
PIEZOMETER
CONSTRUCTION
DESCRIPTION
O
0.
per 6 in
N
WDIAGRAM
and NOTES
DETAILS
0
DVin) H
Z
1401b hammer
30 Irreh drop
=2i&50.0
.9 0 v
WELL CASING
SILTY SANDY CLAY FILL, HF,
Interval: -3.86-25 ft
-
orange -brown, dry, medium. Trace gravel.
Material: PVC
Micaceous.
Diameter. 2 -inch
Joint Type: Threaded
WELL SCREEN
Interval: 25-35 ft
Material: PVC
HF
Diameter: 2 -inch
5--216o
SPT
4-5-7-8
12
100-02.0
Slot Size: 0.010
End Cap: Threaded
FILTER PACK
Interval: 23-35 ft
Type: #2 Sand
FILTER PACK SEAL
Interval: 20-23 1112156.2
Type: 318 Bentonite Chip
9-0-14.0
9,0
SILTY SANDY CLAY, CL, orange -brown,
SPT
5-6-7-9
13
50.0
Grout—
ANNULUS SEAL
10
2155
damp, medium. Trace gravel.
2.0
Interval: 0-20 It
Type: PortlandfBentonile
CL
WELL COMPLETION
Ped: None
Prolective Casing: None
DRILLING METHODS
2151.2
Boll Drill: 4.25 -Inch ID
140-14.6
CL
2150.6Hollow-Stem
Auger
SILTY SANDY CLAY, CL, light brown,
CL
SPT
4-3-7.6
10
Rock Drill: None
15
2150
damp, medium. Micaceous. Clay produces
15.0
2.0
only 1/2 -inch ribbons.
14.6-15,0
SILTY SANDY CLAY, CL, red brown, damp
to moist, medium Micaceous Trace gravel,
Clay produces only 1/2 -inch ribbons.
CL
15.0-20.0
SILTY SANDY CLAY, CL, red brown, wet,
medium. Mlcacaous Traw gravel. Clay
960
produces only 1 112 to 2 -inch ribbons
2z
20
2145
GFUNO layer at 20 It bgs.
SPT
7-3�-16
9
22
02
20-0-24-0
SAND, SP, light tan, wet, medium.
Micaceous. Fine to coarse-grained sands.
Benlonile—
Trace clay seams Interbedded sands and
SP
clays from 20 3 to 20 6 it bgs.
2141,2
240
240-250
SP
25
SAND, SP, otanga�mwn, wet, medium
2140.2
SPT
17-31-3531
>50
1
-L
25-2
7140
dense More fines than inletvab above,
2 0
25-0.252
SILTY SANDY CLAY, CL, brown, wet,
medium. Micaceous Coarse to fine sands.
5lructLire within clay has gravels on angle
SP
(•-45 degrees).
_
25.2 - 28 0
SAND, SP, light tan, wet, medium No fines.
21367
29.0-34.0
#2 Sand—_
29.0
SAND, SP, light tan, wet, medium.
SPT
8-9-21-31
30
00'0
Screen
2136
Interbedded clay seams at 29.7 to 29.9It
2.0
bgs and thin seam at 30 7 f1 bgs.
SP
213121
340-357
340
CLAYEY SAND, 5C, orange -brown, wet,,
Sc
SPT
2.4.7-11
11
1000
35
2130
loose Trace gravel. Apparent siruculre with
clarbedded clays at M 7 ft bgs,
21295
20
36 7 -44.0
357
SILTY CLAY, CL, orange brown, wet, stiff.
Trace sands. Trace gravel. Micaceous.
CL
SPT
7-8-11-21
19
50.0
20
40
Loq cont rtued on noxi Hgo
LOG SCALE: 1 in = 5 ft GA INSPECTOR; Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
(VASSOC12ft'S
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -12
SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo
NORTHING: 643,441 1
DEPTH W.L.: 12.6 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/25/06
EASTING: 944,689.5
ELEVATION W.L.: 2156.4 ft
DRILLED
DEPTH: 60.5 ft DATE COMPLETED:
10/25/06
GS ELEVATION: 2165.2 ft
DATE W.L.: 10/26/06
LOCATION: Arden, NC
TOC ELEVATION: 2169.0 ft
TIME W.L.: 7:33 am
SOIL PROFILE
SAMPLES
z
0
ELEV.
MONITORING WELL)
WELL
a
W
¢
>
(a _
w w BLOWS PIEZOMETER
CONSTRUCTION
o
J
DESCRIPTION
y gg O
f a per 6 in N ww DIAGRAM and NOTES DETAILS
w
d
DEPTH
z
140 Ib hammer
30 Inch dmp
40—
=2126
35.7-440
SILTY CLAY, CL, orange -brown, wet, stiff.
-
SPT 7-8-11-21 192.0
WELL CASING
Interval: -3.86-25 it
Trace sands. Trace gravel. Micaceous
Material: PVC
(Continued)
CL
_ Diameter: 2 -inch
Joint Type: Threaded
WELL SCREEN
2121-2
Interval: 25-35 ft
440-49,0
440
Material: PVC
45--2120
SILTY CLAY, CL, orange brown, wet, stiff.
SPT 7-8-11-20 19
Diameter: 2 -inch
Slot Size: 0 010
Trace weathered bedrock gravel. Trace
2.0
End Cap: Threaded
sands. Micaceous. Interbedded dark brown
sands at lop of inlerval.
FILTER PACK
CL
Interval: 23-35 ft
Type: #2 Sand
Bentonite—
FILTER PACK SEAL
2116.2
Interval: 20-23 ft
49.0-54.0
41)0
Type: 3/8 Bentonhe Chip
50
SILTY CLAY, CL, orange brown, wet, stiff.
SPT 5-8-9-15 17
ANNULUS SEAL
2115
Trace weathered bedrock gravel. Trace
2,0
Interval: 0-20 ft
sands but increase in amount from 49.6 to
Type: Portland/Bentonite
49.9 ft bgs. Trace mice. At 49.9 ft bps,
lamination above orange silty clay from 49.9
CL
WELL COMPLETION
to 50.2 It bgs. At 50.2 it bgs, silty brown clay
Pad: None
with organics interbedded within silly clay,
Prolective Casing: None
CL, red brown, stiff
DRILLING METHODS
2111.2
Soil Drill: 4.25 -inch ID
54.0-59.0
54.0
Hollow -Slam Auger
SILTY CLAY, CL, red -brown, wet, aid.
Rock Drill: None
55
2110
Trace sands. Trace bedrock gravel. Trace
SPT 9-10-13-17 23
2.p
mica. Interbedded orange and brown clays
at 54 5 to 54 7 ft bgs similar to description in
above interval
CL
21062
590-605
59.0
60
SILTY CLAY, CL, brown to red -brown, wet,
CL
-
SPT 9-11-50 >50 610
—2105
stiff. Trace sands Trace bedrock gravel.
2104.7
2.D
Trace mica
refus
Auger al at 60.5 ft Ergs.
Boring c®mpletad at 60,5 It
65
21 DD
70
20&5
75--2090
—
80
LOG SCALE: 1 in = 5 ft
GA INSPECTOR: Craig LaCosse
DRILLING
COMPANY: Geologic Exploration
CHECKED BY: David Y. Reedy, P.G.
Wder
*AssocWes
DRILLER:
Mike McConahey
DATE: 3/31/07

RECORD OF BOREHOLE PZ -16 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-120 NORTHING: 643,153.5 DEPTH W. L,: 43 5 It
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/16/06 EASTING: 944,361.2 ELEVATION W.L.: 2123.5 It
DRILLED DEPTH: 52.0 ft DATE COMPLETED: 10/18/06 GS ELEVATION: 2164.2 ft DATE W.L.: 10/25/06
LOCATION: Arden, NC TOC ELEVATION: 2167.0 ft TIME W.L.: 7:57 am
SOIL PROFILE
SAMPLES
a
z
MONITORING WELV
WELL
9
ELEV
V
v
w
w
BLOWSTN_--
PIEZOMETER
CONSTRUCTION
C)
w
DESCRIPTION
y
D 0
per 61n
DIAGRAM and NOTES
DETAILS
Lu
�-'
DEPTH
(7
th)
Z
140 Po hemmer
30 nch drop
0-
00-30
WELL CASING
SILTY SAND, SM, brown, moist Abundant
Interval: -2 82-02 h
-
mica
SM
Material: PVC
Diameter: 2 -inch
-
Joint Type: Threaded
21612
3.0-8.0
WELL SCREEN
3 0
SILTY SAND, SM, orange, moist.
SPT
3-5-7-10
12
200
-
Interval: 42-52 vc fl
Material: PVC
216D
Fine-grained with a few small pebbles. Mica
Diameter: inch
5--
flakes.
Slot She: 0.010 -Inch
.
SM
End Cap: Threaded
FILTER PACK
Interval: 39-52 ft
Type: 82 Sand
.^
2156,2
FILTER PACK SEAL
8 0
80-14.3
Interval: 7-39 fl
SILTY SAND, SM, brown. Fine-grained with
SPT
4-7-13 16
2020
Ben
Type: 3/8 Bentonite Chip
- 2155
increased pebble amount, some nearly
horizontal foliation visible. Thin zone of
ANNULUS SEAL
10
weathered mica -schist al 13.9 H bgs.
Interval: 0-37 ft
Type: Portland/Bentonite
SM
WELL COMPLETION
Pad: None
Protective Casing: None
DRILLING METHODS
2149 9
SPT
5-9-12-22
21
�Q
SoiDrill:
2150
Holl ow -Stem Auger
14.3-14.9
ML
2149.3
Rock Drill: None
15 --SANDY
SILT, ML, cram a.
149
_
14.9-16.0
SILTY SAND, SM, while to orange.
Medium -grained sands. Abundant quartz.
SM
^
21462
18.0-230
180
Grout -
SILT, ML, orange, slightly moist.
SPT
3-"-7
12
9(
2145
20
-
ML
2141.2
230
230-28.0
SANDY SILT, ML, tan. Few gravel -size rock
SPT
3-7-13-19
20
90.0
2140
fragments and in near vertical black mineral
20
possibly manganese
25 --vein,
ML
SH
100.0
20
2136.2
280-330
28.0
SANDY SILT, ML, orange to tan, moist
SPT
3-7-13-15
20
70.0
2135
Zone of gravel at 27.25 ft bgs
2,0
30 -
ML
2131.2
330
33.0-343
SANDY SILT, ML, orange -tan, saturated
ML
21299
SPT
5-10.16-5015
26
70'0
-2130----
2.0
343-380
"'
vo-9v
343
35
PARTIALLY WEATHERED ROCK, SILTY
p C n
SAND, ML, while, orange, and black
G
Quartz rich. Coarse-grained
PWR
by e
n o
21262
36 0.43 0
Bentonile-
QF`pa4
380
PARTIALLY WEATHERED ROCK, SILTY
PWR
n
v�pa
SPT
15-17-5014
295
60 0
2125
SAND, ML, while, orange, and black.
cr #
20
Coarse-grained.
da bya
40
L22 continued on next page
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G. G01&X
*Assocwes
DRILLER: Danny Summers DATE: 3/31/07

RECORD OF BOREHOLE PZ -16 SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-120 NORTHING: 643,153.5 DEPTH WL.: 43.5 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/18/06 EASTING: 944,301,2 ELEVATION W.L.: 2123.5 ft
DRILLED DEPTH: 52.0 ft DATE COMPLETED: 10/18/06 GS ELEVATION: 2164.2 ft DATE W.L.: 10/25/06
LOCATION: Arden, NC TOC ELEVATION: 2167.0 It TIME W.L.: 7:57 am
SOIL PROFILE SAMPLES
z
ELEV MONITORING WELL/ WELL
Y;
v
_
m w BLOWS v PIEZOMETER CONSTRUCTION
o
J
DESCRIPTION o O f per 6 In N �w DIAGRAM and NOTES DETAILS
Lu
DEPTH
C7 (n) z 140 p RmrAnvr
40
u 30 h Qtj dmp
36.p-43.0
PARTIALLY WEATHERED ROCK, SILTY
p4y4°
❑ 9
WELL CASING
Interval: -2.8212 It
SAND, ML, white, orange, and black.
Coarse-grained. (Continued)
°�CA
PtA1R ep n
Material: PVC
a
Diameter: 2 -inch
Joint Type: Threaded
A A 2121.2
- - WELL SCREEN
43.0-52.0
v°pao 43.0
2120
PARTIALLY WEATHERED ROCK, MICA
SCHIST Silly Visible foliation at 45
D
v�4A SPT
Interval: 4 ft
15.21-St3i9, Ot1r Materiel: PVC
degrees.
AA a°
Diameter. 2 -inch
4g
Slot Size: 0.010-inch
a p
#2 Sand— End Cap: Threaded
FILTER PACK
�A4°
Interval: 39.52 fl
Screen— Type: #2 Sand
PWR
a4
°
FILTER PACK SEAL
ts°A a
Interval: 37-39 ft
— 2115
SPT
V
10-13.50/5 23 Type: 3/6 Bentonite Chip
70
p°°
A ¢ANNULUS
SEAL
Fresh appearing mica schist at 52 ff bgs
p Dia?
Interval: 0-37 It
Auger refusal at 52 ft bgs.
n°a°
Type: Portlandf5entonile
Gee D 21112
WELL COMPLETION
Pad: None
Protective Casing: None
843ring c+xnplated at $2.0 It
SPT
5-5010 5010 -�-
DRILLING METHODS
Soil Drill: 4.25 -inch ID
2110
Hollow -Stem Auger
55 --Rock
Drill: None
2105'
60-
2100
65-
5-20ri5
-20S5
70--
0---20€10
-2090
75
'LOBS
80
LOG SCALE: 1 in = 5 ft GA INSPECTOR: David Y. Reedy, P.G.
DRILLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G. older
ownsociues
DRILLER: Danny Summers DATE: 3/31/07

RECORD OF BOREHOLE PZ-17Sl11M1VV4S SHEET 1of 1
PROJECT: Progress Energy - Asheville DRILL RIG; Driltech D26KW Air Rig NORTHING: 646,132.8 DEPTH W.L.: 29.2 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/19/06 EASTING: 044,189.8 ELEVATION W.L.: 2119.611
DRILLED DEPTH: 37.0 ft DATE COMPLETED: 10/19/06 GS ELEVATION; 2146.7 ft DATE W.L.: 1117/06
LOCATION: Arden, INC TOC ELEVATION: 2148.8 ft TIME W.L.: 6:26 am
SOIL PROFILE SAMPLES
z
0
c
ELEV. MONITORING WELL/ WELL
v
w = O m w O PIEZOMETER CONSTRUCTION
v a¢
©
DESCRIPTION O w DIAGRAM and NOTES DETAILS
w
a DEPTH O
(7 z
0
01)
0,4-4.E
SILTY CLAY, CL, red to orange -brown, dry, medium stiffInterval:
WELL CASING
-2 09-60 ft
Micaceous
Material: PVC
2145
Diameter: 2Anch
OL
Joint Type: Threaded
- WELLSCREEN
Interval: 27-37 ft
Material: PVC
2142.1
Diameter: 24nch
4-6-141
5
4.5
Slot Size: 0.010 -inch
SAND, SP, light brown, to brown, dry, loose Very fine to medium
End Cap: Threaded
sands.
FILTER PACK
2140
Interval: 25-37 It
Type: #2 Sand
FILTER PACK SEAL
Interval: 21-25 ft
Type: 3/8 Bentonite Chip
SP
10
ANNULUS SEAL
Grout— Interval: 0-21 ft
Type: Portland/Bentonite
—2135
WELL COMPLETION
Pad: 3,X3'x0 5'
Protective Casing: Aluminum
DRILLING METHODS
:• 2132.61
Sal Drill: 6 -inch Downhole
Hammer
14.5
CL
15
SILTY CLAY, CL, light hrown, dr stiff.
vQ p4v 14 5
Rock Drill: 5 -inch Downhole
cpm
Hammer
T4 S 1l3 0
PARTIALLY WEATHERED ROCK -GNEISS Micaceous
PWR
vy�p
p/yn�n
2130
V9' pa v
�6 9
� da 2178-7
18.0-370
18.0
BEDROCK -GNEISS, Micaceous, Few pyrite, gamet, and calcite
minerals present within rock and on fracture surfaces
r
2126_
-
r�
.:, :
Bentonite—
25
,
r
BR
r
#2 Sand -
2145
creen-
Screen -
21 Ic
2#5c
2109-1
0oiIng camplelad ai 37 0 f1
40
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.dinDRILLER:
OUSSdocWL-S
Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-17D/M D SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: De(drich D-50 Turbo, Driltech NORTHING: 64 , 36.2 DEPTH W.L.: 50,7111
PROJECT NUMBER: 0636562.001 D25KWAir Rig EASTING: 944,195.8 ELEVATION W.L.: 2096.6 ft
DRILLED DEPTH: 79.0 ft DATE STARTED: 10/13/06 GS ELEVATION: 2147.4 ft DATE W.L.: 10/20/06
LOCATION: Arden, NC DATE COMPLETED: 10/19/06 TOC ELEVATION: 2149.2 ft TIME W.L.: 2:49 pm
SOIL PROFILE
SAMPLES
Z
0
ac
a MONITORING WELU WELL
_
ELEV.
v
ro s0
m w BLOWS v PIEZOMETER CONSTRUCTION
C
DESCRIPTION
O
_ per 6 in N DIAGRAM and NOTES DETAILS
W
0 D `ry; H
Z 140 Ib hammer
D
30 inch drap
0.0.4.6
SILTY CLAY, CL, red to orange -brown, dry,
WELL CASING
Interval: -1.85-69 ft
medium stiff Micaceous.
Material: PVC
Diameter: 2 -inch
2145
CL
Joint Type: Threaded
WELLSCREEN
Interval: 69-79 ft
'
2142.8
Material: PVC
Diameter: 2 -inch
I`
4.6-14.1
46
5
SPT 8-9-12-22 21
- Slot Size: 0.010 -inch
-
SAND, SP, light brown, to brown, dry, loose.
2.0 End Cap: Threaded
Very fine to medium sands.
FILTER PACK
Interval: 67-79 ft
2140
Type: #2 Sand
FILTER PACK SEAL
-
Interval: 63-67 ft
Type: 3/8 Bentonite Chip
SP
10
SPT 12.12-9-14 21
AlkANNULUS SEAL
2.0 Interval: 0-63 ft
Type; Portland/Bentonne
WELL COMPLETION
Pad: 3'x3'x0.5'
2135
Protective Casing: Aluminum
DRILLING METHODS
2133-3
Soil Drill: 4.26 -inch ID
14,1- 14,5
r Hollow -Slam Auger
15
SILTY CLAY, CL, light brown, dry, stiff.
vF%'4v 14.5
SPT 5016 50/6
=� Rock Drill: 6 -inch Downhole
Augar refusal at 14.5 ft t
p A V
20 Hammer
14.5-18.0
PARTIALLY WEATHERED
app
PWR �p7ge
ROCK -GNEISS. Micaceous
baa$
-
2130
�q'-1'
2129.4
18-0.20-D
s~ 1B.0
BEDROCK -GNEISS, Micaceous. Few
BR
GOR
959
pyrite, garnet, and calcite minerals present
�;
2.0
within rock and on fracture surfaces.
f 2127.4
20
Rec=95% RQD=74% Fractures at 194 ft
20'0
(high angle) and 19 5 ft (high angle fracture
r
with piling and staining).
-
20 0 - 25.Dr
BEDROCK -GNEISS Rec=100%
2125
RQD=70 % Fractures at 21 0 ft, 217 ft,
BIR
COR
` 0
21.8 ft, 22 6 ft, 23,1 ft (staining), 23 5 ft,
24.3 ft (staining), 24 6 ft (high angle fracture
and staining), 25.0 ft (staining)
25
�- 2122.4
250-30.0
25-0
BEDROCK -GNEISS Rec=100%�
RQD=76 % Fractures with staining at 25 1
=
ft, 26 1 ft, 27.2 ft to 27.4 ft, 27-9 ft, 26.1 ft.
r
2120.
BR ^'•
r
COR
100.0 I•.
5.0
3D -_2117A
•�:
300-35.0
300
(-
BEDROCK -GNEISS Rec=100%
RQD=88% Fractures at 33 9 ft (staining)
and 34.1 ft (high angle and staining).
Grout -
2115
BR
COR.
1000
5.0
35-
2112.4
35.0-400
35.0
BEDROCK -GNEISS. Rec=98%.
RQD=94%. Fracture with staining a1 36 4 ft
21 ID
BR
COR
9B.05.0'
=� I
2107.4
40
Log continued an next page
i
I j
TA I
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploratlon CHECKED BY: David Y. Reedy, P.G. Golder
DRILLER: Mike McConahey DATE: *AssocWes
3/31/07

yv.� - •aa u
BEDROCK -GNEISS. Rec=100%.
RQD=98%. Pyrite of fracture surfaces.
Garnets at 43.7 ft bgs, Calcite from 44 2 to
44.4 ft bgs. Fractures at 42 3 ft, 42.8 fl, 43.9
2105
fl BR
45 45.0-480
13EDROCK-GNEISS.Rec=100 %
RQD=97%. Fractures at 45.4 ft, 45.5 ft,
46 6 ft (high angle fracture continuing to BR
2100 48 1 ft bgs Iron stained).
50
2095
55
2090
60
00
Bentonite -
701
z 2075'
— #2 Sand—
ra
W- Screen—
8
1
8 2070
WELL CASING
Interval: -1.85-69 ft
Material: PVC
Diameter: 2 -inch
Joint Type: Threaded
WELLSCREEN
Interval: 69-79 fl
Material: PVC
Diameter: 24nch
Slot Size: 0.010 -inch
End Cap: Threaded
FILTER PACK
Interval: 67-79 ft
Type: #2 Sand
FILTER PACK SEAL
Interval: 63-67 ft
Type: 3/8 Benlonile Chip
ANNULUS SEAL
Interval: 0S3 fl
Type: Portland/Bentonile
WELL COMPLETION
Pad: 3'x3'x0.5'
Prolective Casing: Aluminum
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger
Rock Drill: 6 -inch Downhole
Hammer
0 t Continued as cored hole See Drillhole log
p report
0 80
ui
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
w DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
p DRILLER: Mike McConahey DATE: 3/31/07 *Assocwes
RECORD OF BOREHOLE PZ-17D/MW-4D
SHEET 2of 2
PROJECT: Progress Energy - Asheville
DRILL RIG: Deldrich D-50 Turbo, DriRech
NORTHING: 643,136.2
DEPTH W.L.: 50.7 ft
PROJECT NUMBER: 0636562.001
D25KW Air Rig
EAST[NG: 944,195.8
ELEVATION W,L.: 2098.6 R
DRILLED DEPTH: 79.0 ft
DATE STARTED: 10/13/06
GS ELEVATION: 2147.4 ft
DATE W.L.: 10/20/06
LOCATION: Arden, NC
DATE COMPLETED: 10/19/06
TOC ELEVATION: 2149.2 It
TIME W.L.: 2:49 pm
SOIL PROFILE
z
SAMPLES
0
EL C Q
v
ELEV.
a
MONITORING WELL/
WELL
o v
c�
(D
uww
m
BLOWS
u
PIEZOMETER
CONSTRUCTION
J DESCRIPTION
w
¢ p
2
per 6 in N
u�
DIAGRAM and NOTES DETAILS
LU
7
0:
V'
DEPTH
(fl)
=)
z
14obtlommer
40
-
30 meh dmp
--
yv.� - •aa u
BEDROCK -GNEISS. Rec=100%.
RQD=98%. Pyrite of fracture surfaces.
Garnets at 43.7 ft bgs, Calcite from 44 2 to
44.4 ft bgs. Fractures at 42 3 ft, 42.8 fl, 43.9
2105
fl BR
45 45.0-480
13EDROCK-GNEISS.Rec=100 %
RQD=97%. Fractures at 45.4 ft, 45.5 ft,
46 6 ft (high angle fracture continuing to BR
2100 48 1 ft bgs Iron stained).
50
2095
55
2090
60
00
Bentonite -
701
z 2075'
— #2 Sand—
ra
W- Screen—
8
1
8 2070
WELL CASING
Interval: -1.85-69 ft
Material: PVC
Diameter: 2 -inch
Joint Type: Threaded
WELLSCREEN
Interval: 69-79 fl
Material: PVC
Diameter: 24nch
Slot Size: 0.010 -inch
End Cap: Threaded
FILTER PACK
Interval: 67-79 ft
Type: #2 Sand
FILTER PACK SEAL
Interval: 63-67 ft
Type: 3/8 Benlonile Chip
ANNULUS SEAL
Interval: 0S3 fl
Type: Portland/Bentonile
WELL COMPLETION
Pad: 3'x3'x0.5'
Prolective Casing: Aluminum
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger
Rock Drill: 6 -inch Downhole
Hammer
0 t Continued as cored hole See Drillhole log
p report
0 80
ui
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
w DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
p DRILLER: Mike McConahey DATE: 3/31/07 *Assocwes

RECORD OF BOREHOLE PZ -19 SHEET 1 of 1
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo NORTHING: 642,899.7 DEPTH W.L.; 17.3 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/16/08 EASTING: 944,420.9 ELEVATION W.L.: 2088.1 ft
DRILLED DEPTH: 24.0 H DATE COMPLETED: 10/16/06 GS ELEVATION: 2102.5 ft DATE W.L.: 10/17/06
LOCATION: Arden, INC TOC ELEVATION: 2105.4 ft TIME W.L.: 10:05 am
SOIL PROFILE
SAMPLES
Z
--
=
ELEV•
~� ~>"
¢
MONITORING WELL/ WELL
a c
W v v
w
w w BLOWS
PIEZOMETER CONSTRUCTION
W
DESCRIPTION
N
o- O
J
g per 6 In N w
DIAGRAM and NOTES DETAILS
w
DEPTH
0
(�)
Z 140 b hammer
30 Inch drop
0
WELL CASING
SILTY CLAY, CL, light orange -brown, dry,
Interval: -2 85-9 R
loose. Trace gravel (weathered gneiss
PVC
bedrock). Trace mica.
Diameter.
Bentonite—
Joint Type: ypa:'rhreaded
WELLSCREEN
Interval: 9.24 It
CL
SPT
7-8-15-28
230
Materiel: PVC
Diameter. 2Anch
5
Slot Size: 0.010 -inch
End Cap: Threaded
FILTER PACK
Interval: 4-24 ft
Type: #2 Sand
X095
2094.0
FILTER PACK SEAL
CL
SPT
6-3-4-9
7
a
Interval: 2-4 ft
i Typo: 318 Bentonite Chip
g
2033.2
SILTY CLAY, CL, light orange -brown, damp,8.5-93
loose. Trace gravel (weathered gneiss
ANNULUS SEAL
0
bedrock). Trace mica
Interval: 0-2
9 3 -18.0
Type: Bentonite Chips
SILTY CLAY, CL, light orange -brown, wet,
medium stiff. Trace gravels Micaceous. No
WELL COMPLETION
significant plaslicitiy,
4 Pad: 3'x3'x0,5'
2090
Protective Casing: Aluminum
DRILLING METHODS
CL
SPT
6-8-12-15
20�
#2 Sand— Soil Drill: 4.25 -inch ID
2.0
Hollow -Stem Auger
Rock Drill: None
15
F,
Screen -
20B5
2.064.5
_
2064.0
18.0-185
CL
18 C0.0
SILTY SANDY CLAY, CL, light brown, wet,
SPT
0-05-12
6
soft Clay produces up to 1 -inch ribbons.
2,0
Micaceous. Fine sands.
20
18.5-230
SILTY CLAY, CL, light brown, wet, medium
CL
stiff. Micaceous. Highly micaceous zone at
19 4 ft bgs to 19.8 It bgs (golden color)
2080
2079.5
230-23.4
PWR
SILTY CLAY AND WEATHERED GNEISS.
n°ro
2078.5
SPT
12.5016
50/6
1
Dark olden brown, wet. mica -rich.
7..0
3.4 - 24.0
25
PARTIALLY WEATHERED ROCK -SILTY
SANDY CLAY, CL, orange brown, wet, very
soft. Clay produces up to 1 1/2 -inch ribbons
-
Micaceous
Auger refusal at 24 ft bgs.
Boring compleled at 24.0 ft
2075
30-
0352065
35-
2065
40
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.l�
*USS00cimes
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-21 SHEET 1 of 1
PROJECT: Progress Energy -Asheville DRILL RIG: Deidrich D-120 NORTHING: 642,538.7 DEPTH W.L.: 31.6 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/18/06 EASTING: 945,451.7 ELEVATION W.L.: 2138.0 ft
DRILLED DEPTH: 37.0 ft DATE COMPLETED: 10/18/06 GS ELEVATION: 21663 ft DATE W.L.: 10/19/06
LOCATION: Arden, NC TOC ELEVATION: 2169.6 ft TIME W.L.; 1:30 prn
SOIL PROFILE
SAMPLES
Z
O
F
MONITORING WELD
WELL
ELEV
1, c
v
..
N
z
W
W
BLOWS
PEZOMETER
CONSTRUCTION
W
w
DESCRIPTION
?
O
J
CO
6 in
N
w
DIAGRAM and NOTES
DETAILS
LU
(0
D 01)H
Z
r
130
1n hetlrop
0
00-20
WELL CASING
SILT, ML, red, sandyML
r
Interval: -2.03.30 ft
Materiel: PVC
- 2105
21171
Diameter. 2-inch
Joint Type: Threaded
20-7.0
2.0
SANDY SILT, SM, ten to orange.
Fine-grained. Some gravel and a thick black
SPT
11-0-10 10
1B
1 .0
2,0
WELL SCREEN
-
vein (manganese)
Interval: 30-37 tt
-
Material: PVC
SM
Diameter: 2-inch
Slot Size: 0.010-inch
End Cap: Threaded
FILTER PACK
21W
;,
21,597
Interval: 28-37 ft
7.0 -12.0
Type: #2 Send
7.0
SILTY SAND, SM, white to brown. Fine to
SPT
5-1 8-B
9
��
-
FILTER PACK SEAL
medium-grained silly sand with some
2.0
Interval: 26-28 H
pebble-sized rock fragments
Type: 3/8 Bentonite Chip
SM
ANNULUS SEAL
10
Interval: D-26 ft
Type: PorilandBentonile
2155
216431
WELL COMPLETION
12.0-17.0
Pad: None
Protective Casing: None
12.0
-
SILTY SAND, SM, white to brown. Fine to
SPT
4-15.21-16
36
Grout-
medium-grained silty sand with some
DRILLING METHODS
-
pebble-sized rock fragments. Some layering
Soil Drill: 4.25-inch ID
(follation) near horizontal.SM
Hollow-Stem Auger
Rock Drill: None
15
2150
.•
2149.7
1
1
170
17.0-22.0
SILTY SAND, SM, orange and grey, dry.
SPT
B-15-17-25
32
Medium-grained silty sand with mica and
20
quartz. Foliation present. Becoming more
dense.
SM
20-
-2146
21447
22.0
22.0-270
SILTY SAND, SM, tan, very dense. Foliation
SPT
0-35 37-38
>50
800
present Quartz vein at 23 5I bgs
2.0
SM
25
2140
2139.7 1
J
Bentonite-
270-320
vPa''Ov
270
-
PARTIALLY WEATHERED ROCK-SILTY
❑
V 4Ll
SPT
5015
5015
la
-
SAND, SM, white to len. Medium-grained
-
silly send, Primarily quartz grains with
�❑nqa
pebble-sized fragments of gneiss
p �w
PWR
Pdp
30
qqb
p
A �
_
�rV 'd V
2135
❑ D
21347
V¢© P,
32.3
5013
25 0
320-323
PARTIALLY WEATHERED ROCK-SILTY
PWR
#2 Sand-
SAND, SM, white to orange
V''V-4
SPT
36-50/3
2.0
Screen-
Coarse-grained silly sand.
v o D
e
323-370
PARTIALLY WEATHERED ROCK-SILTY
PWR'q
a P
35
SAND, SM, orange, slightly moist
v❑
Fine-grained silly sand with more mica.
Auger refusal at 37 ft bgs
�94a
A y
- 2130
21297
_
Boring completed at 37 0 It
SPT
50/1
50/1
0.0
20
40
i SCALE: 1 in = 5 ftJ GA INSPECTOR: David Y. Reedy, P.G.
LLING COMPANY: Geologic Exploration CHECKED BY: Chuck Pippin, P.G.dex
LLER: Mike McConahey DATE: 3/31/07 ASSOC12 es

5
10
A
SILTY CLAY• C ,
sandstAlicacepL15
Ct.
70-100 cK.SANDY v eta
PARTIALLY WEATHERED
60 n, wet PWR AAvao
CLAY AND GRAVED If ht f
ous.
Augera t
Auger relusal at 10 ft bgs.
20
3 30
t
a
fpp-
[�0•
Z
C5
P
L:
R.
35—
n
:CALF.-. 5 ft lc Exploration
ING COMPANY: Geolog'
.ER: Mike McConahey
WELL BCR-
lnien al: 5.10 It
Mnteria9•, Pv 14h
Diameter. d•0ltkinch
I Slot Size'.
SPI 2.1.1-2 2 2.0 End. Cap Threaded
FILTER PACK
#2 Sand— Interva`3-10 11
Type.
Screen—-ALOLTER PACK 5f
l pe,
TyPe, fa Benlome ChIP
�.6 ANNULUS SEAL
SPT 5014.5 5014. 2-0 interval; 010.5 it
TYP, Porilandf8enIc" 13
WELL COMPLETION
Pato: 21a -v
Protective Casing.
Flush -M -n'
SRILLING
q.KTHOLSS
25410, 1"
t1cz1 owN stem Auger
Rock Driil: Nona
-J---Craig LaCosse
GA iNSPECTO avid Y. Reedy, P.G
CHECKED BY:
DATE: 3131107
SHEET 1 of 1
PZ -22
BC���QRT
DEPTH WL•; 5.3 ft
WL,. 2057.3 ft
CC�Q �F
D11I00 1')jt851005 urbo
ING.642.576.4 ELEVATION
801.9 DATE WL•; 10119106
FASTING' 944 2063.0 It TIME WL•: 1:40 pm
Ashevfiit
PRO�IECT' PIC gTess 0targy - .p41
DRILL RIG.
DATE STARTED' 10118106
COfiAPL'ETED_
GS ELEVATION•
TOC ELEVATION' 2962,6 ft
B
PROJECT NUM ER10 0 Rt
DRILLED DEPTH•
LOCATION Arden NC
DATE
SAMPLES
WELL
WELLI CONSTRUCTION
SOILPROFILE
MONITORING
PIEZOMETER DETAILS
and NOTES
V ELEV W
w BLOWS W
6 in N a
DIAGRAM
ZD
a ¢ DESCRIPTION
U 0.O caper
qa DEPTH Z
r,
1401b0a r
301nchdrop
WELLCASING
Q..
13
(K)
Inlervat:0.35.51t
Maioml; PVC
Lu
Bentonite— Dlolni Typo Threaded
0 0.0.7.Q L 9ighl brown,
damp Trace
EN
5
10
A
SILTY CLAY• C ,
sandstAlicacepL15
Ct.
70-100 cK.SANDY v eta
PARTIALLY WEATHERED
60 n, wet PWR AAvao
CLAY AND GRAVED If ht f
ous.
Augera t
Auger relusal at 10 ft bgs.
20
3 30
t
a
fpp-
[�0•
Z
C5
P
L:
R.
35—
n
:CALF.-. 5 ft lc Exploration
ING COMPANY: Geolog'
.ER: Mike McConahey
WELL BCR-
lnien al: 5.10 It
Mnteria9•, Pv 14h
Diameter. d•0ltkinch
I Slot Size'.
SPI 2.1.1-2 2 2.0 End. Cap Threaded
FILTER PACK
#2 Sand— Interva`3-10 11
Type.
Screen—-ALOLTER PACK 5f
l pe,
TyPe, fa Benlome ChIP
�.6 ANNULUS SEAL
SPT 5014.5 5014. 2-0 interval; 010.5 it
TYP, Porilandf8enIc" 13
WELL COMPLETION
Pato: 21a -v
Protective Casing.
Flush -M -n'
SRILLING
q.KTHOLSS
25410, 1"
t1cz1 owN stem Auger
Rock Driil: Nona
-J---Craig LaCosse
GA iNSPECTO avid Y. Reedy, P.G
CHECKED BY:
DATE: 3131107

RECORD OF BOREHOLE PZ -23 SHEET 1 of 1
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo NORTHING: 642,717.0 DEPTH W.L.: 14.6 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/23/06 EASTING: 945,935.5 ELEVATION W.L.: 2153.1 ft
DRILLED DEPTH: 29.5 ft DATE COMPLETED: 10/23/06 GS ELEVATION: 2164.7 ft DATE W.L.: 10/24/06
LOCATION: Arden, NC TOC ELEVATION: 2167.7 ft TIME W.L.: 9:17 am
SOIL PROFILE
SAMPLES
z
O
MONITORINGVJELLI
WELL
F- ¢ g
w
? L7
ELEV.
w
W
BLOWS
v
PIEZOMETER
CONSTRUCTION
w � '
❑ J
DESCRIPTION
O
m
o- O
J
per 6 in
N
w
DIAGRAM and NOTES
DETAILS
W
❑
O
DEPTH
(ft)
❑
z
hammer
130
n
D
0.0.5,0
WELL CASING
SILTY CLAY, CL, orange -brown, dry, soft to
Interval: -3.01.19.5 ft
medium. Micaceous. Trace sand. Trace
`
Material: PVC
gravel
_
Diameter:2-inch
Joint Type: Threaded
-
WELL SCREEN
Interval: 19.529.5
Material: PVC
_
CL
Diameter: 24nch
2160
SPT
4-3-2-5
5
Slot Stze: 0010 -cinch
5
2.0
End Cap: Threaded
FILTER PACK
Interval: 17.29 5 ft
Type: 82 Sand
Grout—
-
FILTER PACK SEAL
Interval: 1517 ft
2155-7
Type: 3/8 Bentonite Chip
2154.9
90-98g�
CL
215'
SILTY CLAY, CL, orange -brown, dry,
SPT
5-6-8-15
14
ANNULUS SEAL
9.8
10
medium. Micaceous. Trace sand. Trace
70
Interval: 0-15 It
gravel.
Type: PortlandlBantonile
9.8.14.0
WELL COMPLETION
SILTY SANDY CLAY, CL, light brown,
CL
Pad: None
damp, medium Micaceous.
Protective Casing: None
DRILLING METHODS
2150.7
1
Soil Drill: 4,25 -inch ID
14.0 -19.0
Hollow -Stem Auger
Rock Drill: None
14.0
2150
SILTY SANDY CLAY, CL, light brown, wet,
SPT
5-11-17-27
28
95.0-
15
stiff. Micaceous. More clay content than
20
interval above.
Bentonite—
CL
2145.7
2145.2
19.0.19.5
CL
19-5
2145
SILTY CLAY, CL, brown, wet, very soft.
SPT
0-0-6-11
6
20
Trace sand.
2.0
195-240
SILTY CLAY, CL, brown to red -brown, wet,
medium. Trace sand. Remnant clay
CL
{
laminations of parent rock (gneiss).
Micaceous. Clay produces up to 1/2 -inch
rlbbons.
fit Sand -
2144.7
24.0
240-29.0
Screen -
2140
SILTY CLAY, CL, grey -brown, wet, medium
SPT
0-0-8-8
8
1Q_025
Micaceous. Trace sand. Remnant clay
2.0
laminations of parent rock (gneiss)
CL
C
2135.7
28.0.29-5
PWR
'°v'
2135.2
PARTIALLY WEATHERED1i7.0
SPT
5013
50/3
30--21351
ROCK -GNEISS, grey. sandy, wet.
2 0
Auger refusal at 29.5 It bgs
BDring completed at 29 ..5 it
r
3
7
J
35-- 2130
d
v
3 -
D
D
D
3
J 40 2125
U
U LOG SCALE:
1 in = 5 ft
GA
INSPECTOR:
Craig
LaCosse
rDRILLING
COMPANY: Geologic Exploration
CHECKED
BY: David
Y.
Reedy,
P.G.
Gpj�
DRILLER:
Mike McConahey
DATE:
3/31/07

RECORD OF BOREHOLE PZ-24 SHEET 1 of 1
PROJECT: Progress Energy-Asheville DRILL RIG: Deidrich D-50 Turbo NORTHING: 642,771.9 DEPTH W.L.: 7.9 ft
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/20/06 EASTING: 946,416.7 ELEVATION W.L.: 2158.3 ft
DRILLED DEPTH: 33.0 ft DATE COMPLETED: 10/20/06 GS ELEVATION: 2162.9 ft DATE W.L.: 10/23/06
LOCATION: Arden, NC TOC ELEVATION: 2166.2 It TIME W.L.: 9:25 am
SOIL PROFILE
SAMPLES
Z
O
i=
MONITORING WELL/
PIEZOMETER
WELL
CONSTRUCTION
—
u ELEV.
w
BLOWS
a.L,
p..
DESCRIPTION
a o
w
Q.
per 6I
N
w
DIAGRAM and NOTES
DETAILS
w
D
' DEPTH
�
(ft1
z
uo Ib hammer
30 Inch drag
_
0
WELL CASING
SILTY CLAY, CL, dark grey, damp to moist,
Interval: -3.22-23 It
soft. Trace sand. Trace mica. Clay produces
Material: PVC
up to 1/2-inch ribbons.
CL
Diameter: 2-inch
Joint Type: Threaded
2160
2158-4
WELL SCREEN
-
3.5-8.0
3.5
SPT
2-3-9-4
12
interval: 23-33 ft
Material: PVC
SILTY CLAY, CL, orange-brown, damp,
2.0
Diameter: 24nch
medium Trace sand. Trace mica
Slot Size: 0.0104nch
5
End Cap: Threaded
CL
FILTER PACK
Interval: 2133 It
Type: #2 Send
--2155
2154.9
FILTER PACK SEAL
2154.4
8.0 - B 5
CL
Interval: 19-21 It
SILTY CLAY, CL, grey to orange-brown,
8,5
SPT
2.3-3-3
6
Type: 318 Bentonite Chip
2.0
wet, soft. Trace send. Trace mica. Clay
Groul—
produces up to 1-inch ribbons.
ANNULUS SEAL
14
8.5-13.0
Interval: 0-19 ft
SILTY CLAY, CL, light brown, wet, soft.
CL
Type: PortlandlBentonite
Trace organics. Trace mica. Trace sand and
gravel.
WELL COMPLETION
Ped: None
Protective Casing: None
2150
13.0-18.0
2149.9
i
DRILLING METHODS
13.0
SILTY CLAY, CL, light brown, wet, soft.
SPT
5-5-4-3
9
75,0
Soil Drill: 4.25-inch ID
Some organics (large wood pieces). Trace
2.0
Hollow-Stem Auger
mica. Trace sand and gravel.
Rock Drill: None
15
-
CL
2144-9
_
18.0.23.6
18.o
2145
WOOD-tree remnants.SPT
7.93-5
12
-
2.0
20
Ben(onile—
#2 Sand-
2140
—
2139.1
SPT
4-9-20-28
29
75 U
2.0
23.8 - 28.0
23 B
SILTY SAND, SC, brown to grey, wet
25
Weathered bedrock gravel. Micaceous
SC
2135
2134.8
Screen-
creen-26.0-330
28.0-330
26.0
SILT, MH, grey to brown, wet, soft. Highly
SPT
7-7-7-12
14
micaceous (weathered mica zone)
2.0
Auger refusal at 33 it bgs
i 30--
MH
i
I
2129 9
i
i
2130
Boring cwnpleted at 33 0!I
35
i
I
i
i
r
i
i
e
2125
r
> 40
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
SmociM
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-25 SHEET 1 of 2
PROJECT: Progress Energy - Asheville DRILL RIG: Deiddch D-50 Turbo, Driltech NORTHING: 643,208.6 DEPTH W.L.: 48.9 ft
PROJECT NUMBER: 0636562.001 D25KWAIr Rig EASTING: 946,302.1 ELEVATION W.L.: 2161.9 It
DRILLED DEPTH: 75.0 ft DATE STARTED: 10/19/06 GS ELEVATION: 2208,5 ft DATE W.L.: 1117/06
LOCATION: Arden, NC DATE COMPLETED: 11/6106 TOC ELEVATION: 2210.8 ft TIME W.L.: 8:59 am
SOIL PROFILE
SAMPLES
z
O
a
MONI70RING WELU
PIEZOMETER
WELL
CONSTRUCTION
�
ELEV.
m
BLOWS
W
w v
DESCRIPTION
rn
N
O
°� O
i
w
per 6 in
N
O
DIAGRAM and NOTES
DETAILS
DEPTH
J
W
� J
O,
a
z
140 k henmmi
(fti
30 haat drop
0--
0.8 _ g 8
WELL CASING
SILTY SANDY CLAY, CL, orange-brown,
Interval; -2.26.65 It
-
dry, stiff. Micaceous. Trace weathered
Material: PVC
bedrock gravel.
Diameter: 2-Inch
Joint Type: Threaded
WELLSCREEN
SPT
8-11-163
27
2205Interval:
65-75 It
Material: PVC
CLDiameter.
2.0
2-inch
Slot Size: 0.010-Inch
5
End Cap: Threaded
FILTER PACK
Interval: 6375 ft
-
Type: #2 Sand
FILTER PACK BEAL
SPT
16-50/5.5
5815.
M
2200
2199 7Interval:
-
61.63 ft
Type: 3/8 Bentonite Chip
6.6 -13.0
8.8
SILTY CLAYEY SAND, SC, light brown, dry,
ANNULUS SEAL
10
very dense. Micaceous. Remnant
Interval: 0-61 ft
weathered bedrock layering (gneiss).
Type: T Portland/Bentonite
Sc
WELL COMPLETION
Pad: None
Protective Casing: None
•
2196.5
13.0 -18.0
13.0
DRILLING METHODS
2195
SILTY CLAYEY SAND, SC, light brown to
SPT
9-13-20-21
33
76:0
2 0
Soil Drill; 4.25-inch ID
Hollow-Stem Auger, Air
red-brown, dry, medium. Micaceous.
Hammer
-
Remnant weathered bedrock layering
Rock Drill: None
15
(gneiss).
Sc
2190.5
1B0-1B,4
SILTY SANDY CLAY, CL, ugh( brown to18'4
SPT
9-10-14-20
24
H26
2190
red-brown, dry. medium. Micaceous.
18.4-230
20
SILTY CLAYEY SAND, SC, light brown to
red-brown, dry, medium. Micaceous.
Sc
Remnant weathered bedrock layering
(gneiss)
21 B5.5
Z3.D
2165
23.0-33.0
CLAYEY SILTY SAND, SC, light brown to
SPT
7-12-14-19
26
2.0
red-brown, dry, loose. Micaceous
25
SC
'
2180
SPT
6-13-16-50/5
29
d
an
roul-
Grout-
21755
21755
33.D -33.4
SILTY CLAY, CL, li it brown, d
V
334
SPT
10-37-5014
49 5
�
2175
334-38.4
A
N^1qV
PARTIALLY WEATHERED ROCK, SILTY
N
Vd°V'A
—
35
SAND, SM, light brown to grey, dry, dense
Micaceous. Trace clay. Fine to
PWR
a°
(
medium-grained sand
pv
vcjadG
e
°P
�A
b
1170.1
2170
SPT
1536 5014
485
Q
3114,317
WR
PARTIALLY WEATHERED ROCK, SILTY
�p4v
389
-
.2.0
i
CLAY, CL, grey-brown, dry, stiff.
PWR
r 40
w
Lon continued on n0 I e
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
(dam
I DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G. SASSOCIRes
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ -25 SHEET 2of 2
PROJECT: Progress Energy - Asheville DRILL RIC: Deldrlch 0-50 Turbo, Driltech NORTHfNG: 643,208.6 DEPTH W.L.: 48.9 ft
PROJECT NUMBER: 06313662.001 D26KW Air Rig FASTING: 948,302.1 ELEVATION W,L.: 2161.9 ft
DRILLED DEPTH: 75.0 It DATE STARTED: 10119/05 GS ELEVATION: 2208.5 ft DATE W,L.: 1111/06
LOCATION: Arden, NC DATE COMPLETED: 1116106 TOC ELEVATION: 2210.8 ft TIME W.L.: 8:59 am
SOIL PROFILE
SAMPLES
Z
MOPIEZOMETER ITORING LL/
WELL
o c
f
¢
w
z
ELEV.
w
w
BLOWS
v
CONSTRUCTION
oW r
DESCRIPTION
y
a o
g
per 6 in
N
z
DIAGRAM and NOTES
DETAILS
W
D0
DEPTH
(ft)
Z
140 b hemmer
30 inch drop
40
Micaceous.
WELL CASING
-0Q
Interval: -2.26-651t
36,7 -
PARTIALLY WEATHERED ROCK, SILTY
dry. Micaceous.
aq p
Material: PVC
Diameter: 2 -inch
SAND, SM, grey,
38.9-48.0
�pqv
Joint Type: Threaded
PARTIALLY WEATHERED ROCK, SILTY
p V
VV
WELL SCREEN
89.0
2165
SAND, SM, grey, moist Micaceous.
(Continued)
VV 6
0❑pga
Interval: 65-75 It
Material: PVC
pWR
VP 9
SPT
15-5014
50/4
2-0
Diameter:2-inch
a
� qQ
Slot Size: 0.010 -inch
A5
End Cap: Threaded
o a
_ gpgp
V
FILTER PACK
Interval: 63.75 ft
Type: #2 Sand
Qoaa�
2160.5
FILTER PACK SEAL
48-0-53.0
PARTIALLY WEATHERED ROCK, SILT,
p'qv
❑ V
v�q❑
46.0
SPT
20-30.5015
40
3
2150
Interval: 61-63 ft
T 3/13 Benton le Chip
Type: p
ML, dark grey, damp. Highly micaceous.
a 4
2.0
Weathered bedrock mica. Trace weathered
V❑>Qa
ANNULUS SEAL
50
bedrock gravels,
pppga
Interval: 0-61 ft
Auger refusal at 53 It bgs.
PWR
❑ p
Type: Portland/Benlonite
p 7 b,
WELL COMPLETION
❑ ,A
Pad: None
vpoy
Prolective Casing: None
❑
2155,5
DRILLING METHODS
510 - g2,0�'
53-0
2155
BEDROCK -GNEISS, weathered. Highly
.
Soil Drill: 4.25 -inch ID
micaceous.
°
Hollow -Stem Auger, Air
r
Hammer
55
Rock Drill: None
BR
r°
�Y
2150
21465
entonile-
Bentonite-
62.0
620-75.0
620-75.0
BEDROCK -GNEISS, competent
2145
65
I`
f
2140
BR
and—
#2 Sand-
�0
70—
1
:
Screen—
2135
2133-51
/b
i
i
Baring completed at 75,0 fl
i
— 2130
iso—
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G.
*A=es
DRILLER: Mike McConahey DATE: 3/31/07

RECORD OF BOREHOLE PZ-27/MW-2
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-50 Turbo NORTHING: 643,832.4
PROJECT NUMBER: 0636562.001 DATE STARTED: 10/24/06 EASTING: 944,243.2
DRILLED DEPTH: 62.0 ft DATE COMPLETED: 10/24/06 GS ELEVATION: 2153.9 ft
LOCATION: Arden, NC TOC ELEVATION: 2157.0 ft
40
45
SHEET 2 of 2
DEPTH W.L.: 26.0 ft
ELEVATION W.L.: 2126.9 It
DATE W.L.: 10/25/06
TIME W.L.: 11;12 am
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G (,pj&-r
DRILLER: Mike McConshey DATE: 3/31/07 *As.�es
SOIL PROFILE
SAMPLES
Z
0
w
MONITORING WELL/
PIEZOMETER
DIAGRAM and NOTES
WELL
CONSTRUCTION
DETAILS
,
DESCRIPTION
=
U
as O
J
ELEV,
w
g
Z
w
BLOWS
per 6 in
140 Ib hemmer
30 Inch drop
N
Lu
DEPTH
-
GPS
21932
SPT
0-0-2-1
2
RN
WELL CASING
Interval: -3.09-50 ft
Materiel: PVC
Jp :-Inch
T
oint Type: Threaded
Joint
54.0
SILTY CLAY, CL, grey, wet, soft.
Laminations.
40.7-2.0
WELL SCREEN
Interval: 5050 It
2110
Material: PVC
SPT
0-0-M
0
00-0
2,0
Bentonite—
Diameter. 2 -inch
Slot Size: 0.010 -Inch
End Cap: Threaded
FILTER PACK
Interval: 4750 fl
CL
Type: #2 Send
FILTER PACK SEAL
Interval: 4247 It
2105
Type: 3/6 Bentonite Chip
SPT
0-0-0-0
0
2-0
ANNULUS SEAL
Interval: OA2 ft
Type: Porlland/Benlonite
WELL COMPLETION
Pad: None
Prolective Casing: None
2100
54.0-59.0
SILTY SANDY CLAY, CL, dark grey, wet,
loose Laminations.
20W.9
#2 Sand—
Screen—
DRILLING METHODS
Soil Drill: 425 -inch ID
Hollow -Stem Auger
Rock Drill: None
54.0
SPT
3-2-3-5
5
4
ZU
CL
_ 2095
59.0-606
:094.9
59.0
_-
SILTY CLAY FILL, HF, dark grey, wet, soft,
Laminlions.
6D6-62.0
SILTY SANDY CLAY, CL, brown, wet,
medium to hard at 61 ft bgs.
CL
CL
2093.3
60.8
2091.9
SPT
3-2-3-9
5
8fl.0
2.0
Collapsed_
Material
Auger relusat at 62 ft bgs
Boring comploted ai 52.0 fi
2090
20175
2080
2075
i
-
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Craig LaCosse
DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G (,pj&-r
DRILLER: Mike McConshey DATE: 3/31/07 *As.�es

RECORD OF BOREHOLE PZ -28
PROJECT: Progress Energy - Asheville DRILL RIG: Deldtich D-50'Turbo, Driltech NORTHING: 643,664,7
PROJECT NUMBER: 0636562.001 D25KW Air Rig EASTING: 943,947.8
DRILLED DEPTH: 60.0 It DATE STARTED: 10124/06 GS ELEVATION: 2154.9 It
LOCATION: Arden, NC DATE COMPLETED: 1116106 TOC ELEVATION: 2168.4 ft
z
O
a K
Lu W
J
W
0
215D
10-+- 2145
15--[-- 2141
20 --�- 213'
25--F 2131
212
1 35' 212
40 211
LOG SCALE: 1 in = 5 ft
DRILLING COMPANY: Geologic Exploration
DRILLER: Mike McConahey
SOIL PROFILE SAMPLES
v ELEV. W w BLOWS
DESCRIPTION a. Oo per 61n N W
J DEPTH Z 140 In hamrnm
(ft) 30 loch drop
0.0 -9A
SILTY FLY ASH FILL, HF, dark grey, dry.
medium.
HF 100-0
SPT 4-5.6-7 11 20
2145.9
9.0-16.5 9.0
SILTY FLY ASH FILL, HF, dark grey, dry, SPT 4-4-3-4 7
solUloose. 2-0
HF
2139.4 SPT 4-6-4-8 10 00.0
2,0
155-19.0 155
SILTY FLY ASH FILL, HF, grey, dry, loose.
HF
2135.9
19.0-20.0 19.0
SILTY FLY ASH FILL, HF, dark grey, damp. HF 2134.9 SPT 4.5-11-13 16 .0
medium Clay produces up to 1 -inch 20.0 2.0
ribbons.
20.0-24.0
SILTY SANDY CLAY FILL, HF,
orange -brown, dry, loose. Appears to be fill HF
as It was re -worked material.
2130.9
24:0- 30.0 24.0
SILTY SANDY CLAY, CL, orange -brown, SPT 11-19,29-5D17 48 -0-0
dry, stiff to very stiff. Large gravel (gneiss) in 2.0
split spoon.
CL
21249
SPT 41-31-14-23 45 - 2.0
300-31.0
SILTY C{AYLY SAND, SC, IIghl brown, dry, SC 2123.9
dense Trace gravet (gne;sst. 31.0'
Auger refusal at 31 ft bgs (nol
representahve of top of bedrock based on
driNin response wllh air rlg).
31.0.42.0
SILTY SANDY CLAY, CL, brown, damp
Micaceous. Low plasticity
}
CL
5 L continued
SHEET 1 of 2
DEPTH W.L.: 30,4 It
ELEVATION W.L.: 2128.0 ft
DATE W.L.: 11/7/06
TIME W.L.: 8:01 am
MONITORING WELLI
PEZOMETER
DIAGRAM and NOTES
Groul-
Bentonite-
#2 Sand-
Screen -
GA INSPECTOR: Craig LaCosse
CHECKED BY: David Y. Reedy, P.G.
DATE: 3/31/07
WELL
CONSTRUCTION
DETAILS
WELL CASING
Interval: -3.46.3011
Material: PVC
Diameter: 2 -inch
Joint Type: Threaded
WELL SCREEN
Interval: 30-40 ft
Material: PVC
Diameter: Vnch
Slot Size: 0.010 -inch
End Cap: Threaded
FILTER PACK
Interval: 28410 ft
Type: #2 Sand
FILTER PACK SEAL
Interval: 26-26 ft
Type: 3/8 Bentonite Chip
ANNULUS SEAL
Interval: 0-26 ft
Type: PortlandlBentonile
WELL COMPLETION
Pad: None
Prolective Casing: None
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger, Air
Hammer
Rock Drill: None
A C M
on riaxl e
40 211
LOG SCALE: 1 in = 5 ft
DRILLING COMPANY: Geologic Exploration
DRILLER: Mike McConahey
SOIL PROFILE SAMPLES
v ELEV. W w BLOWS
DESCRIPTION a. Oo per 61n N W
J DEPTH Z 140 In hamrnm
(ft) 30 loch drop
0.0 -9A
SILTY FLY ASH FILL, HF, dark grey, dry.
medium.
HF 100-0
SPT 4-5.6-7 11 20
2145.9
9.0-16.5 9.0
SILTY FLY ASH FILL, HF, dark grey, dry, SPT 4-4-3-4 7
solUloose. 2-0
HF
2139.4 SPT 4-6-4-8 10 00.0
2,0
155-19.0 155
SILTY FLY ASH FILL, HF, grey, dry, loose.
HF
2135.9
19.0-20.0 19.0
SILTY FLY ASH FILL, HF, dark grey, damp. HF 2134.9 SPT 4.5-11-13 16 .0
medium Clay produces up to 1 -inch 20.0 2.0
ribbons.
20.0-24.0
SILTY SANDY CLAY FILL, HF,
orange -brown, dry, loose. Appears to be fill HF
as It was re -worked material.
2130.9
24:0- 30.0 24.0
SILTY SANDY CLAY, CL, orange -brown, SPT 11-19,29-5D17 48 -0-0
dry, stiff to very stiff. Large gravel (gneiss) in 2.0
split spoon.
CL
21249
SPT 41-31-14-23 45 - 2.0
300-31.0
SILTY C{AYLY SAND, SC, IIghl brown, dry, SC 2123.9
dense Trace gravet (gne;sst. 31.0'
Auger refusal at 31 ft bgs (nol
representahve of top of bedrock based on
driNin response wllh air rlg).
31.0.42.0
SILTY SANDY CLAY, CL, brown, damp
Micaceous. Low plasticity
}
CL
5 L continued
SHEET 1 of 2
DEPTH W.L.: 30,4 It
ELEVATION W.L.: 2128.0 ft
DATE W.L.: 11/7/06
TIME W.L.: 8:01 am
MONITORING WELLI
PEZOMETER
DIAGRAM and NOTES
Groul-
Bentonite-
#2 Sand-
Screen -
GA INSPECTOR: Craig LaCosse
CHECKED BY: David Y. Reedy, P.G.
DATE: 3/31/07
WELL
CONSTRUCTION
DETAILS
WELL CASING
Interval: -3.46.3011
Material: PVC
Diameter: 2 -inch
Joint Type: Threaded
WELL SCREEN
Interval: 30-40 ft
Material: PVC
Diameter: Vnch
Slot Size: 0.010 -inch
End Cap: Threaded
FILTER PACK
Interval: 28410 ft
Type: #2 Sand
FILTER PACK SEAL
Interval: 26-26 ft
Type: 3/8 Bentonite Chip
ANNULUS SEAL
Interval: 0-26 ft
Type: PortlandlBentonile
WELL COMPLETION
Pad: None
Prolective Casing: None
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger, Air
Hammer
Rock Drill: None
A C M

RECORD OF BOREHOLE PZ -28
PROJECT: Progress Energy - Asheville DRILL RIG: Deldrich D-60 Turbo, Driltech NORTHING: 643,664.7
PROJECT NUMBER: 0636562.001 D25KWAir Rig EASTING: 943,947.8
DRILLED DEPTH: 60.0 ft DATE STARTED: 10124106 GS ELEVATION: 2154.9 ft
LOCATION: Arden, NC DATE COMPLETED: 1116106 TOC ELEVATION: 2158.4 ft
z
0
0 w
w
AO --
45 —
0
45— —2'
2'
65 -1— 2
SOIL PROFILE
SAMPLES
rn
= 0
ELEV
W
m
ur
BLOWS
v
DESCRIPTION
o
?
per 6 in
N
O,
DEPTH
(ft)
Z
140 lb tismrm
30 Inch drop
31.0 -42.0
SILTY SANDY CLAY, CL, brown, damp.
CL
Micaceous. Low plaslicily.(Continued)
2442.8
42.0-60.0
420
SILTY SANDY CLAY, CL, brown, well.
Micaceous. Low plasticity.
10
05
CL
DD
20434.9
05 13orM completed at 50.0 ft
)90
)B5
700
075
W
LOG SCALE: 1 in= 5 ft
w DRILLING COMPANY: Geologic Exploration
o DRILLER: Mike McConahey
M
SHEET 2 of 2
DEPTH W.L.; 30.4 ft
ELEVATION W.L.: 2128.0 ft
DATE W.L.: 11/7106
TIME W.L.: 8:01 am
MONITORING WELD
PIEZOMETER
DIAGRAM and NOTES
Collapsed_
Material
GA INSPECTOR: Craig LaCosse
CHECKED BY: David Y. Reedy, P.G.
DATE: 3/31/07
WELL
CONSTRUCTION
DETAILS
WELL CASING
Interval: -3.46.30 ft
Material: PVC
Diameter: 2 -inch
Joint Type: Threaded
WELLSCREEN
Interval: 3040 ft
Materiel: PVC
Diameter: 24nch
Slot Size: 0.010 -inch
End Cep: Threaded
FILTER PACK
Interval: 2840 ft
Type:#2 Sand
FILTER PACK SEAL
Interval: 26-28 ft
Type: 3/8 Bentonke Chip
ANNULUS SEAL
Interval: 0-25 It
Type: Portland/Bentonite
WELL COMPLETION
Ped: None
Prolective Casing: None
DRILLING METHODS
Soil Drill: 4.25 -inch ID
Hollow -Stem Auger, Air
Hammer
Rock Drill: None
Associates

0
rn
2150
35
U-2111)
40
LOG SCALE: 1 in = 5 ft
DRILLING COMPANY: Geologic Exploration
GA INSPECTOR: David Y. Reedy, P.G.
CHECKED BY: David Y. Reedy, P.G.
DATE: 9/11107 eS
RECORD OF BOREHOLE GWA
SHEET 1of 1
PROJECT: Prngress F�1argy Asheville DRILL RIG: Deldri h D-120
NORTHING: 644,240.7
FASTING: 2.6
ft
� n hj 9.8 2160.9 ft
PROJECT NUMBER: 083{35fi2,001 DATE STARTED: 8/6/07
DATE COMPLETED: 816107
TION: fl
GS ELEVATION:
DATE W.L:
DRILLER DEPTH: 24.0 fl
2180.
TOC ELEVATION: 2180.7 ft
:50 a
TIME W.L: 7:50 am
LOCATION: Arden, NC
SOIL PROFILE
SAMPLES
z
QQ
MONITORING WE LU WELL
Q
u ELEV.
=0
w
BLOWS U PIEZOIMIETUR
CONSTRUCTION
W `� .. DESCRIPTION
U) °� O
per 6I N DIAGRAM and NOTES
DETAILS
W
C7 D (ftP' H
t lb "r
0-0.0-4.0
WELL CASING
Interval: -1.97-14 feel
SILTY SAND. brown with abundant gravel
PVC
size rock fragments
Daete
Diameter. 24nch
SM
Joint Type: Threaded
WELL SCREEN
Interval: W24 feet
2176
2ir4.7
Materiel: PVC
4,0-ICO
CLAYEY SAND. brow, moderele pwoclty,Slot
4,0
SPT
4-9-11-1a 20 tel— 2.0
Diameter: 24nch
Size: 0.0104nch
End Cap: Threaded
5 sTlghtly moist, voms gnsastc and quartz
gravel
Riser—
_ FILTER PACK
Interval: 12-24 last
Type:#2 Send
FILTER PACK SEAL
Interval: 10-12 feel
Type: 3134nch Bentonite Clip
2170
Sc
SPT
$-13-2334 36 0-0ANNUW6
2.0
SEAL
Interval: 0.10 feel
10
Type: PorllandlBentordle
Bentonite—
t/y&WowLE110N
Pad: 344.5 feel Cortcrele
Prolective Casing: 44nch
Aluminum
2165
2164,7
ODS
DRILLIBoll DriN�,2�5-Inch D Hollow
14.0.19.0
ROCK,
Pa D 14-1)
a 1p
Stem Augers
None
PAM IALLY WEATHERED slily
4
SPT
28.5011 5011 2,0
Rock Drill:
15 sand, tan end whlla, low piaell6ty.. moist,
rock fabdc, and soma faliakm
a v A
Qz'''A
SM 6A V
o a°
Send—
ov PAF
2160
n 2159.7
Screen— .
19A -22A
SILTY SAND, orange and bncrm, low
18.0
SPT
6-11-20-25 31 ^ 2
20 p1m4ulty, thin zones of coarse sand. wet by
SM
20.5 last, steeply dlplin9 foltallan
2156.7
22.0.20'n.
22.0
PARTIALLY WEATHERED ROCK, silly
SM
send with coerce sand, orange and U—,
INiellon
a Sr A
"A"
2,, low pla'stIctty, wet. sut>.t � ntai
.A 2154,7
-
_ 24.0: Boring terminated at 24 lest
Boring completed at 24.0 ft
SPT
17-30.46.5013 160 2.0
2150
35
U-2111)
40
LOG SCALE: 1 in = 5 ft
DRILLING COMPANY: Geologic Exploration
GA INSPECTOR: David Y. Reedy, P.G.
CHECKED BY: David Y. Reedy, P.G.
DATE: 9/11107 eS

RECORD OF BOREHOLE GW -2 SHEET of 2
PROJECT: Progress Energy -Asheville DRILL RIG: Deldrloh D-120, Drlllech D26KW NORTHING: 644,159.6 DEPTH W.L.: 43.2 ft
PROJECT NUMBER 0636562.001 DATE STARTED: 8(7/07 EASTING: 943,456,3 ELEVATION W.L.: 2051.0 ft
DRILLED DEPTH: 44.5 ft DAIS COMPLETED: 6!1/07 GS ELEVATION: 2092.2 ft DATE WL.: 8/9/07
LOCATION: Arden, NC TOC ELEVATION: 2094.2 ft TIME W,L: 1:55 pm
SOIL PROFILE
SAMPLES
X
z
F
MONITORING WELD
WELT.
o v
a r
DESCRIPTION
V
r
O
Eby
w
w
BLOWS
per 6 In
N
O
PIEZOMETER
DIAGRAM and NOTES
CONSTRUCTION
DETAILS
DEPTH
caJ
(h)
Z
140b harmer
30 kxh drop
_
0
0.0-4.0
WELL CASING
SILTY SAND, Ian, moderate plasticity, dry
(Marvel: -2.00-29.5 feet
Material: PVC
Diameter. 2-Inch
2090
SM
Joint Type: Threaded
WELL SCREEN
Interval: 29.5-44.5 feel
20882
Material: PVC
4.0.9.0
4.0
-
Diameter.24nch
SANDY CLAY, red, moderate plasticity,
SPT
8-6-812
15
70.0
Slot Size: 0.0104nch
5
slightly moist
2.0
End Cap: Threaded
FILTER PACK
_
CL
Interval: 28-44.5 feel
Type: fit Sand
- F085
FILTER PACKSM
Interval: 2&28 feet
.2
Type: 31&lnch Bentanlle Chip
9.0-14.0
9.0
_
SILT, silvery brown, slight plasticity, slightly
SPT
11-12-1&13
27
40-0-
ANNULUS SEAL
10--
moist, abundant mice
2.0
Interval: 0-26 feel
Type:PlorOend/Bentonlle
WE CLET10N
ML
Pad: 3x3x0.5 feet Ca xTMe
2080
Protective Casing: 4 -Inch
Grout-
Aluminum
2078,2
Near-
DRILLING METHODS
14.0-24.0
Sal DTIII; 4.254nch ID Hallow
14,0
SILT, red, Mown, and while mottled, slightQ
SPT
10.14-12-14
26
2.0
Stem Augers
Rock Drill: ninth Downhole
pleeficity, moist, some foliation
Hemmer
2076
ML
20
SPT10.12-11-14
23
�2
2070
-
21168.2
24.0-29.0
24.0
SILT, len end while, slight plasticity,
SPT
10.16.10.10
26
'�
25 --SANDY
very moist, foliated
2.0
MLS
BeMonlle-
2D66
Auger refusal at 29 feel
-
2063-2
'
29.13-34.0
' �'
2110
-
BEDROCK, tan, weathered, slightly mold
ii'
SPT
&501A
SDl4
•:
3D
2.0
i
�' �•
2D56.2
' t
_.
34.0 -39.0
• r
34.0
Apparent fracture at 34 feel based on
35
Cuttings'
I
j
Sand-
y
Screen -
i
2065
r
�� •
20532
39.0
40
Latt contrn ed on aero r e
I LOG
SCALE:
1 In = 5 ft
GA
INSPECTOR:
David
Y. Reedy,
P.G.
DRILLING
COMPANY: Geologic Exploration
CHECKED
BY: David
Y.
Reedy,
P.G.
('„pY�'S.
SA9SOC12IC'S
DRILLER:
Johnny Burr & Jason Mantok
DATE:
9/11/07

RECORD OF BOREHOLE GW -2 SHEET 2of 2
PROJECT: Progress Energy -Asheville DRILL RIG: Deldrich D-120, Drillech D25KW NORTHING: 641,159.6 DEPTH W.L.: 43.2 ft
EASTING: 943,456.3 ELEVATION W.L.: 2051.0 It
PROJECT NUMBER: 0636562.001 DATE STARTED: 817107
DRILLED DEPTH: 44.5 It DATE COMPLETED: 817107 GS ELEVATION: 2092.2 It DATE W.L: 819107
LOCATION: Arden, INC TOC ELEVATION: 2094.2 ft TIME W.L.: 1:55 pm
SOIL PROFILE
M
SAMPLES
F r
MONITORING WELL/
PIEZOMETER
WELL
CONSTRUCTION
=
Ems'
w
BLOWS
ac a
w"..
O
DESCRIPTION
a �O
J
w
per a In
N
DIAGRAM and NOTES
DETAILS
DEPTH
(ft)
D rr
3D Pub
,dpawry
40
3g,0_g5,0
WELL CASING
Apparent frackure from 39 to 41 feet based
Interval: -2.00.29.5 feet
an cuttings (Conllnued)
Materiel: PVC
Diameter. &Inch
2050
-
Joint Type: Threaded
r
WELLSCREEN
fe
Interval: 29.54fed
'
Material: PVC
Collapsed_Diameter..2anch
M7.2T.2
Materiel
Slot Size:0.01anch
45
End Cep: Threaded
4556 Terminated boring M 45 fent
45.0
Bor ng mmpielad at 44.511
FILTER PACK
Interval: 28-44.5 feel
-
Type: 02 Sand
20415
FILM PACK SEAL
Interval: 26-28 feel
Type: 3/84nch Benlonlle Chip
ANNULUS SEAL
50 --Interval:
0.26 feel
Type;PP�ortland/Bentonlle
-
WEGLL COMPLETION
Pad: 3x3x0.5 feel Concrete
2040
ProtwIve Casing: 4 -Inch
Aluminum
DRILLING METHODS
Soll Drill: 4.254rich ID Hollow
Stem Augers
55
Rock Drill: 64nch Downhole
Hammer
2035
60
2030
65
2026
� 70
s
1
? 2020
3
J
75
7
s
Y
i
3 2015
d
-
80
1
1
LOG SCALE:
1 in = 5 It
GA
INSPECTOR:
David
Y. Reedy,
P.G.
DRILLING
COMPANY: Geologic Exploration
CHECKED
BY: David
Y.
Reedy,
P.G.
(P=
1
5 DRILLER:
Johnny Burr & Jason Mantok
DATE:
9/11/07

RECORD OF BOREHOLE GW -3
PROJECT: Progress Ener6% AshevIIIe DRILL RIG: Deldrlch D-120 NORTHING: 643,613.8
PROJECT NUMBER: 0636562.001 DATE STARTED: 817107 EASTING: 943,7102
DRILLED DEPTH: 17.0 It DATE COMPLETED: 817/07 TOCLEVVA11ON:ELEVATIO2069..1 ft
LOCATION: Arden, NC
z
�V �v
w
0
2ME
6
2061
10
206:
15
2061
20--
--204 204
25
204
a 30
M
O
0
O
20
40
LOG SCALE: 1 in = 5 ft
DRILLING COMPANY: Geologic Exploration
't -LER: Johnny Burr
SOIL PROFILE
30
SAMPLES
S O
ELEV.
BLOWS
DESCRIPTION
:0.
g O
a
M
Per 6 in
N
DEPTH
(nI
z
t11, hNow
30
hC11 dm6
4.0
SILTY SAND, orange, moderate plesWty.
dry
SM
2065.1
4.0
SPT
5-12.17-25
29
Zo
4.0-9.0
SILTY SAND with medium sand, reddish
brawn, moderate plasticity, dry, trace day
SM
.'�
zt16a.1
0.6
SPT
10-12-18-12
30
�"�
9.0 -10.8
SILTY SAND with fine send, red, low
SM
plasticity, slightly moist
=
20.58.3
10.03 14.0
10.8
SANDY SILT, gray, law plasticity, mold
MLS
2055.1
14A-17.0
V?b 9
14.D
R
PARTIALLY WEATHERED ROCK sandy
v�4
SPT
10.16-50/5
25
sill, gray, moderate plasticity, very moist2.0
MLS
61' 6
' ]g
{ 60,41
b
a
2D52.1
17.0: Auger re[usal 311 7 feel
goring completed at 17.011
P
3
i
SHEET 1 of 1
DEPTH W.L.: 12.8 ft
ELEVATION W.L.: 2058.4 fl
DATE W.L.: 8/9107
TIME W.L: 5:25 pm
MONrrORING WELIJ
PIEZOMETER
DIAGRAM and NOTE,
Grout—
Riser—
Bentonite—
Send—
Screen—
GA INSPECTOR: David Y. Reedy, P.G.
CHECKED BY: David Y. Reedy, P.G.
DATE: 9/11/07
WELL
CONSTRUCTION
DETAILS
WELL CASING
Interval: -1.99-7 feet
Materiel: PVC
Diameter. 2 -Inch
Joint Type: Threaded
WELLSCREEN
Interval: 7-17 feel
Materiel: PVC
Diameter. 24nch
Slat Size: 0.0104nch
End Cap: Threaded
FILTER PACK
Interval: &17 feel
Type: #2 Sand
FILTER PACK SEAL
Interval: 3-5 feel
Type: 3/8 -Inch Bentonite Chip
ANNULUS SEUL
Interval: 0.3 feel
Type:��PortlanNEWonlle
wEL1COMPIJ=TION
Ped: 3x3x0.5 feet Concrete
Protective Casing: 4 -Inch
Aluminum
DRILLING METHODS
Sol Drill: 4.254nch ID
Hollow -Stem Auger
Rock Drill: None

RECORD OF BOREHOLE GW -4
PROJECT: Progress Energy - Asheville DRILL RIG. Deldrlch D-120 NORTHING: (42,665.0
PROJECT NUMBER: 0636562.001 DATE STARTED: 8/6107 EASTING: 944,495.4
DRILLED DEPTH: 24.0 It DATE COMPLETED: 816/07 GS ELEVATION: 2082.5 ft
LOCATION: Arden, NC TOC ELEVATION: 2084.4 ft
5-
207! 5207;
10-
2071
15-
206
2p
we
25-
20'
30
F-
(7
20E
O
tJ
Lu
a.
R 35
20�
SHEET 1 of 1
DEPTH W.L: 15.1 ft
ELEVATION W.L: 2069.3 ft
DATE W.L.: 817/07
TIME W.L: 7:55 am
SOIL PROFILE
SAMPLES
MONITORING WELD
U
=o
ELEV.
w
w
BLOWS
PIEZOMETER
NOTES
DESCRIPTION
c�
7
o
per 6 In
N
DIAGRAM and
O
DEPTH
Z
14030
(n)
Iona, drup
SANDY SILT with fine grained send,
yellowlsh orange, slight plesticity, dry
MLS
2ff°78,5
4,0 - 5.8
SILTY SAND with fine to medium grained
SM
4.0
SPT
10-24-1418
38
-'�`g-
Groul—
send, brown and gray, low plasticity, dry
;'
207131
2.0
S.B • 9.0
5.8
Riser—
CLAYEY SILT, orangish brown, moderate
plasticity, mdst
MH
2073.5
O.O• t4.0
SANDY SILT with fires to msdium gralna4
9.0
SPT
15.242315
>50
70.0
2 0.
sand, yellow and orange, low plasrllcdly,
slightly moist, soma thin sand rich zones.
Bentonite—
weathered mica flakes
MLS
2068.5
14.0.19.0
PARTIALLY WEATHERED ROCK, sandy
a pbv
c
14.0
SPT
1323-SOl4
35.5
n
Olt with fine to ma u m sand, gray. Iran
tip p
pimkily, some Idtadfan. IRIn wet zone
ppd4a
approtiimafely 1HIICII ihlds at 15.75 feel
07
MLS
� v d1
°6a4A
Send— -
4
P
5
Screen —
Y WEATHERED ROCK. affil with
T
A� v
A v,�v$Qa
19.0
SPT
1425.50/1
30.0
. brown and gray.moderate
aP A.
°pagn
2.0molslloverymoist,abundeni
mica. idlal su . Wad by 22 feel
ML
Q�a��4y
pp�A
o ay
� D
v
2t1"a8.3
24.0: Terminated boring at 24 feel
Boring =npletod at 24.0 it
i
0
5
WELL
CONSTRUCTION
DETAILS
WELL CASING -�
Interval: -1.94-14 feet
Material: PVC
Diameter: 24nch
Joint Type: Threaded
WFLLSCREEN
Interval: 14-24 feel
Material: PVC
Diameter. 2dnch
Slot Slze: 0.010 -Inch
End Cap: Threaded
FILTER PACK
Interval; 12-24 feel
Type: #2 Sand
FILTER PACK SEAL
Interval: 10-12 feel
Type: 3/84nch Bentonite Chip
ANNULUS SEAL
Interval: D-10 feel
Type:
�Porlland/Benlodle
WELL COMPLETION
Pad: Wx0.5 feet Concrete
Prolective Casing: 44nch
Aluminum
DRILLING METHODS
Soll Drill: 425 -Inch ID
Hollow -Stem Auger
Rock Drill: Nana
w LOG SCALE: 1 In= 5 ft GA INSPECTOR: David Y. Reedy, P.G.
' DRILLING COMPANY: Geologic Exploration CHECKED BY: David Y. Reedy, P.G. GWdlei
DRILLER: Johnny Burr DATE: 9111/07 (#,
SOC18tes

RECORD
OF
BOREHOLE
GW
-5
SHEET
of 1
PROJECT: Progress Energy - Asheville DRILL RIG: Daldrich
D-120
NORTHING:
EASTING:
842,627.4
945,181.5
DEPTH
ELEVATION
W.L: 25.7 ft
W.L: 2112.7 ft
PROJECT NUMBER: 0636562.001 DATE STARTED?
DRILLED DEPTH: 30.0 ft DATE COMPLETED:
815107
617/07
GS ELEVATION:
TOC ELEVATION:
2136.4
2138.4
ft DATE
ft TIME
W.L.: 8/9/07
W.L: 5:33 pm
LOCATION: Arden, NC
SOIL PROFILE
SAMPLES
O
MONITORING WELD
WELL
F
a c a t�
>
V
ELEV.
w
w
BLOWS
6 In
N
W
PIEZOMETER
DIAGRAM and NOTES
CONSTRLICTION
DETAILS
LU DESCRIPTION 5-n
o �
w
DEPTH
�i
r
130
Ill)
kk1ch rlr�ua
0 0 0 5 0
SILTY SAND with One sand, orange, low
WELL CASING
Interval: -2.0,5-20 feel
2135 plasticity, dry
Material: PVC
Diameter. 2 -Inch
Joint Type: Threaded
SM
WELL SCREEN
Interval: 20-30 feel
Material: PVC
Diameter: 24nch
r•
2131.4
Slot Size: 0.0104nch
5— 5.0-10.0
End Cap: Threaded
5.0
SILTY SAND with One sand, orange and
SPT
48-12-2D
20
60.0
2.fl-
FILTER PACK
2130 len, low plasticity, dry, weathered mica
Interval: 1830 feet
Type: #2 Sand
SM
'
Groul—
FILTER PACK SEAL
Interval: 16.18 feet
tesar—
Type: V84nrh Benlonlie Chip
:•
2126A
ANNULUS SEAL
10
PART
a'v
t�qA 4
10,0
35.0
Interval: 00-16 feet
Type: PortlandlBenlonlle
ALLY WEATHERED ROCK, silty
yp{1b
SPT
6-13-5015
23
2.0
Grout
2126 sand. *range and Way, law plostkdly, slightly
schWt
W7 p
Dev'A
WELL COMIPLETK)N
Pad: U&0.5 feel Concrete
moist, weathered mica, quartz
�° Day
Prdeclhre Casing: 4 -Inch
SM
v c1A
Alumkxan
D�po�
DRILLING METHODS
to
Hollow-Stem Auger
a D
2121A
Rock Ddll: None
Ov
v as
15,0
SPT
16-5014
50/4
2 0
r
1s 15.0.20.0
PARTIALLY WEATHERED ROCK, silly
2124 send, orange end tan• low plasticity, moist,
a 6
DAvaA
weathered mica
Bentonlle—
SM
a
�a
4 D
Dp ayA
by
V A F
2115.4
20
A'v
°Qp
20.0
PARTiIA�'LLY WEATHERED ROCK, sandy
SP1'
2130-50/6
40
.0
- 5111, gray and orange, low plaslldly, moist,
2115
17 S
DAoa
law angle folle8on, rock fabric
A
MLS
Pav
W1y0�p pG
dap�p
DA°eA
Sand—
�Vy
A V
2111.4
Screen -
R p4 y
v�qA
25.0
SPT
22-50-5012
>60
25 _ 25-0-30.0
PARTIALLY WEATHERED ROCK,
weathered gneiss. dark gray, dry
21102.0
vy n
a c
a
v'Va e
Gv o4n
Ap a
9 pby
2106.4
� :� — �.6: Au{ter r*fusal al 30 feel
Borlrrg completed at 30.0 O
2105
C7
�O
u7
6
o. 35—
q
0
N 210D
w
d
d
epX
U 40—
W
LOG SCALE: 1 in = 5 ft
GA
INSPECTOR:
David
Y.
Reedy, P.G.
o
DRILLING COMPANY: Geologic Exploration
CHECKED
BY: David
Y. Reedy,
P.G.
ISAS, d&- r
DATE:
9111/07
DRILLER: Johnny Burr

NONRESIDENTIAL WELL CONSTRUCTION RE COR
FY"
- North Carolina Department of Envirorunent and Natural Resources- Dig i.vn of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
704 ).872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID *(if applicable) PZ -1S
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other El (list use) PIEZOMETER --
DATE DRILLED 10/12/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcei, Tip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge E Other _
(check appropriate box)
LATITUDE May be in degrees,
- - minutes_ seconds or
LONGITUDE _ ` in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITYPROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
Clty or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 19.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: 15.0 FT
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type N/A
Amount N/A
g. WATER ZONES (depth):
7. GROUT:
From To
From To
From To
From To
From Tc
From Tc
6. CASING:
Thickness/
Depth
0
DNaTer W ' ht Material
((::HH S6 40 PVC
From 0.0
To •
Ft.
From
Tc
Ft.
From
To
Ft.
7. GROUT:
Depth
Material Method
From 0.0
To 4'0
Ft Portland bentonite SLURRY
From
To
FI•
From
To
Ft.
8. SCREEN:
Depth
Diameter Slot Size Material
From 9.0
Tc 19.0
Ft 2-0 in. .010 in. PVC
From
To
Ft. in. in.
From
To
Fl. in. in,
9. SAND/GRAVEL PACK:
Depth
Size Material
From 7.0
To 19.0
Ft, 20-40 Fine Silica Sand
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To
Formation Description
0.0 1.0
GRAVEL
1.0 4.0
TANIBROWN CLAYEY SANDY SILT
RED/BROWN/TAN SILTY SAND
11. REMARKS:
Bentonite seal from 4.0 to 7.0
Feet.
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 aEF-N PROVIDED TOTHE WELL OWNER
sf. I Y +� 11/28/06
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Form OW -1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

NONRESIDENTIAL WELL CONs-rTIUCTIOiN RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE MCCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70I 4 � 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if appiicable) PZ -1D
STATE WELL PERMIT#(ifapplicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public 0
Industrlal/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Ifrigation❑ Other EI (list use) PIEZOMETER
DATE DRILLED 10/12-10/18106
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Streel Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC I LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge U Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal Format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
C FACILITY- is the name of the business where the well in located.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 61.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 15.0 FT.
(Use'+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING:l ee►► Thickness/
From 0.0 TDepth1.0 Ft. 2DINCH' sc�0 Mv�erial
From To Ft. F
From To Ft.
7. GROUT: Depth Material Method
From 0,0 To 45.0 Fl Portland bentonite SLURRY
From To Ft -
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 51.0 To 61.0 Ft.2.0 in. .010 in. PVC
From To Ft. in. In.
From To Ft. in. in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 49.0 To 61.0 Ft, 20-40 Fine Silica Sand
From To Ft.
From To Fl.
10. DRILLING LOG
From To Formation Description
0.0 1.0 GRAVEL
1.0 4.0 TAN/BROWN CLAYEY SANDY SILT
4.0 15,0 RED/BROWN/TAN SILTY SAND
15.0 61.0 RED/ORANGE/BROWN/TAN SILTY
SANDANEATHERED ROCK
11. REMARKS:
Bentonite seal from 45.0 to 49.0 Feet,
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A CCPY OF THIS
RECORD VIAS BEGNPROVIDED To1HEWE,I.LOWNER
11/28/06
SIGNATURE OF CER IFIED WELL CONTRACTOR DATE
MIM McCONAHEY
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 568. Rev. 7/05

NONRESIDENTIAL QNRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
y WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 i. 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID *(if applicable) PZ -2
STATE WELL PERMIT#pf applicable)
DWQ or OTHER PERMIT #(8 applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Inigation❑ Other @(list use) PIEZOMETER
DATE DRILLED 10/12-10/18/06
TIME COMPLETEI
3. WELL LOCATION:
CITY: ARDEN
200 CP AND L DRIVE
AM ❑ PM ❑
COUNTY BUNCOMBE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge :Other
(check appropriate box)
LATITUDE May be in degrees,
-- - minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form it not using GPS)
4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(If applicable)
r
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET
PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 70.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO KJ
c. WATER LEVEL Below Top of Casing: 44.0 FT.
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: �t Thickness/
From D•0
Depth D'
Ft. 2 IlaT S�i�40 PV�erial
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 54.0 FI Portland bentonite SLURRY
From To Ft. _
From To Ft,
8. SCREEN: Depth Diameter Slot Size Material
From 60.0 To 70.0 Ft.2.0 in. .010 in, PVC
From To Ft. in. in.
From To Ft. in, in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 58.0 To 70.0 Ft, 2010 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 WEEDS/TOPSOIL
1.0 2.0 ORANGErrAN SANDY SILT
2.0 70.0 BLACK FLY ASH
70.0 75.0 BROWN/TAN/ORANGE SILTY SAND
WEATHERED ROCK
11. REMARKS:
Bentonite seal from 54.0 to 58.0 Feet.
I DO HEREBY CERTIFYTHAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PRUVIDED.]'0 TrIE W ELL OWNER.
e
s.::.f'':. � �•.ra'" = - 11128!06
SIGNATURE OF CERTIFIED WELL 9ONTRACTOR DATE
MIKE McCONAHEY f
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. 7/05

=k- NONRESIDENTIAL WELT, CONSTRUCTION [tECORD
A
North Carolina Department ofEnvironment and Natural Resources -Division ofWater Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 ). 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -3
STATE WELL PERMIT#(if epp0cable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/26/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
— — minutes, seconds or
LONGITUDE in a decimal format
LatitudeAongitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L ORIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone Number
5. WELL DETAILS:
a. TOTAL DEPTH: 74.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NOIKI
c. WATER LEVEL Below Top of Casing: 44.0 f --T.
(Use "+' tf Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST N/A
I. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
S. CASING:r���tt Thickness/
Depth 0 2 IN(:Hor Seg; o Material
From 0.0 To Ft. FVC
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 58.0 Ft Portend bentonite SLURRY
From To rt.
From To Ft,
8. SCREEN: Depth Diameter Slot Size Material
From 64.0 To 74.0 Ft.2.0 in. .010 in. PVC
From To Ft. in. in,
From To Ft. in. in.
9, SANDIGRAVEL PACK:
Depth Size Material
From 62.0 To 74.0 Ft, 20-40 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 TAN/Q6AP•IgE SANDY SILT
1.0 73.0 BLACK FLY ASH
73.0 74.0 _ BROWN/TAN/ORANGE SILTY SAND
WEATHERED ROCK
11. REMARKS:
Bentonite seal from 58.0 to 62.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WnH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDED TO,THE WELL OWNER.
11/28/06
SiGNAT-16WVF'CER'IF1E-& ALL CONTRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, FormGW-1b
1617 Mail Service Center— Raleigh, INC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

r NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Qualitv
=' 1 WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70E 4 }_ 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -4
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigatlon❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/30/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdiusion, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE s in a decimal format
Latitude/longitude source: ❑GAS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS
200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
e. YIELD (gpm): NIA
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 66.5 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 44.0 Fr,
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): NIA
METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
Depth
am tin
S&4t PVC al
From 0.0 To 6.5
Ft. 2DIINCHer
From To
Ft.
From To
Ft.
7. GROUT: Depth
Material Method
From 0.0 To 50.0
Ft Portland bentonite SLURRY
From To
Ft.
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
From 56.5 To 66.5
Ft.2.0 in. .010 in. PVC
From To
Ft. in. in.
From To
Ft. in. in.
9. SAND/GRAVEL PACK:
Depth
Size Material
From 54,0 To 66.5
Ft. 20.40 Fine Silica Sand
From To
Ft.
From To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 WEEDS/TOPSOIL
1.0 2,0 TAN/ORANGE SANDY SILT
BLACK FLY ASH
65-0 66.5 BROWNITAN/ORANGE SILTY SAND
11. REMARKS:
Bentonite seal from 50.0 to 54.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORDHA.S.B3 E ROViDED•Tp7iE-WELLOWNER
�•.A� 11/28/06
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Forst GWAb
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 668. Rev. 7/05

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE MCCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town Slate Zip Code
70t 4 l- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -5
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 11/01106
TIME COMPLETED
AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN
COUNTY BUNCOMBE
200 CP AND L DRIVE
28704
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Tip Code)
TOPOGRAPHIC / LAND SETTING:
CONTACT PERSON PROGRESS ENERGY
❑Slope ❑Valley []Flat ❑Ridge ❑ Other
(check appropriate box)
RALEIGH NC
27601
LATITUDE
Zip Code
May be in degrees,
-- —
minuses, seconds or
LONGITUDE
in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown 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 located.
FACILITY ID *(If applicable)
t
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 40.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 20.0 Fr,
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: Thicknessl
Depth Diameett" er W h Ma eriat
From 0.0 To 30.0 Ft. 2 INCH s�at� PV
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0'0 To 24'0 Ft. Ponland bentonite SLURRY
From Tc Ft.
From To Pt.
8. SCREEN: Depth Diameter Slot Size Material
From 30.0 To 40.0 Ft.2.0 in. .010 in. PVC
From To Fl. in. in.
From To Fl. in. in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 28.0 T040.0—Ft. 20-40 Fine Spica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 GRAVEL
1.0 48.0 BLACK FLY ASH
48.0 T 51.0 — BROWN/TAN/ORANGE SILTY SAND
11. REMARKS:
Bentonite seal from 24.0 to 28P 0 Feet.
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 JO THE WELL OWNER.
11/28/06
SIGNATURE"0 `CER'TIFIEDWELL,CC7NTRACTOR DATE
MIKE McCONAHEY
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
116117 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

NON RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2579
1. WELL CONTRACTOR:
DANNY SUMMERS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
7f 04 ]. 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(f applicawn) PZ -6
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/16-10/18106
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
-- — minutes, seconds or
LONGITUDE _ — in a decimal formal
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a US GS topo 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 FACtL.ITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH INC 27601
City or Town state Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 55.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: .14.0 FT,
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): NIA
METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To
From To
From To
From To
From Tc
From To
6. CASING:
Thickness/
Depth
Diameter W�y'qhtt Mat �rtal
SRPVG
From 0.0 To 45.0
Ft, 2 INCH
From To
Ft.
From To
Fl.
7. GROUT: Depth
Material Method
From 0'0 To 41.0
FI Portland bentonite SLURRY
From To
Ft.
From To
Ft._
8. SCREEN: Depth
Diameter Slot Size Material
From 45.0 To 55.0
Ft.2.0 in. .010 in, PVC
From Tc
Ft. in. in.
From To
Ft. in. in.
9. SANDIGRAVEL PACK:
Depth
Size Material
Fran 43.0 To 55.0
Ft, 20-40 Fine 5i{ica Sand
From To
Ft.
From To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 25.0 RED CLAY
25.0 55,0 TAN SILTY SANDY CLAY
11. REMARKS:
Bentonite seal from 41.0 to 43.0 Feet.
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
REC,OORD HAS BEEN PROVIDED TO THE WELL OWNER,
SI MATURE OF CERTIFIED WELL CONTRACTOR DATE
DANNY SUMMERS
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. 7/05

NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Qutdity
WELL CONTRACTOR CERTIFICATION #t 2402
1, WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC,
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70[ 4 }- 872-7686
Area code- Phone number
2, WELL INFORMATION:
SITE WELL ID#(Ifapplicable) PZ -7S
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(If applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Colnmercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Inigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/13/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, 5ubdiusion. Lot No., Parcel, Zip Code)
TOPOGRAPHIC f LAND SETTING:
[]Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
- minutes, seconds or
LONGITUDE _ _ in a decimal format
LatitudeAongitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name of the twslness where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 44.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing 36.0 i t.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type N/A
Amount N/A
g. WATER ZONES (depth):
To
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
10. DRILLING LOG
From To Formation Description
0.0 2.0 BROWNrTAN SILTY SAN
2.0 44.0 BLACK FLY ASH
11. REMARKS:
Bentonite seal from 20.0 to 32.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
ISA NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDEDTO THE WELL OWNER.
s 11/28/06
SIGNAT6 E IE fEt NTRACTOR DATE
MIYIE MCCONAHEY
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 668. Rev. 7105
Depth
Dian ter
WVMaterial
FCC
From 0.0
To 34.0
Ft. 2 INL
From
To
Ft.
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 0'0
To 28'0
Fl. Portland bentonite SLURRY
From
To
Ft.
From
To
Ft.
e. SCREEN:
Depth
Diameter
Slot Size Material
From 34.0
To 44.0
F1.2.0 in.
.010 in. PVC
From
To
Ft. in,
in.
From
To
Ft. in.
in.
9. SANDIGRAVEL PACK:
Depth
Size
Material
From 32.0
Tc 44.0
Ft, 20-40
Fine Silica Sand
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 2.0 BROWNrTAN SILTY SAN
2.0 44.0 BLACK FLY ASH
11. REMARKS:
Bentonite seal from 20.0 to 32.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
ISA NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDEDTO THE WELL OWNER.
s 11/28/06
SIGNAT6 E IE fEt NTRACTOR DATE
MIYIE MCCONAHEY
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 668. Rev. 7105

1. WELL CONTRACTOR:
MIKE McCONAHEY
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
Web Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70t 4 }_ 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(K applicable) PZ -7D
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(If applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/18/06
TIME COMPLETEI
3. WELL LOCATION:
CITY: ARDEN
AM ❑ PM ❑
COUNTYBUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivisicrn. Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
DSlope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
-- minutes, seconds or
LONGITUDE _ _ in a decimal format
LatitudeAongitude source: ❑GPS ❑Topographic map
(location of well must be shown 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 located.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS
200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 83.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 36.0 FT,
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 0,0 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): NIA METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
S. CASING: Thickness/
Depth DiameterVv h a nal
From 0.0 To 73.0 Ft, 2 INCH Salo C
From 0.0 To 61.0 Ft. 6 INCH SCH 40 PVC
From To Ft.
7. GROUT: r,,epth Material Method
From D.0 To 67.0 F1 Portland bentonite SLURRY
From 0'0 To. Ft. Portland bentonite SLURRY
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 73.0 To 83.0 Ft 2.0 in. .010 in. PVC
From Tc Ft. in. in.
From To Ft. in. in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 71.0 To 83.0 Ft. 20-40 Fine Silica Sand
From To Ft.
From TD— Ft.
10, DRILLING LOG
From To
0.0 2.0
2.0 53.0-
64.0 83.0
Formation Description
WNfTAN SILTY SAND
BLACK FLY ASH
BLACKNAN/ORANGE CLAYEY SILTY SAND
GREY ROCK
11. REMARKS:
Bentonite seal from 67A to 71.0 Feet.
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 PROVIDEDE,WELX OWNER
} r 11128106 41
SIGNAT E" 'CEIRT IE E L ITRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Farm GW -1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

NONRESIDENTIAL WELL CONsTRUCTI€?N RECORD
North Carolina Department of Environment and Natural Resources- Llvision of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70C 4 1.872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -8
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriallCommerclal ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation[] Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/26/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, SubdiHsion, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
[]Slope O Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
- — -- minutes, seconds or
LONGITUDE _ _ in a decimal format
Latitude/longitudesource: ❑GPS ❑Topographicmap
(location of well must be shown on a USGS topo 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 appilcable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 88.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 44.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0
FT. Above Land Surface"
'Top of casing terminated
at/or below land surface may require
a variance in accordance with 15A NCAC 2C.01 1 B.
e. YIELD (gpm): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
Depth
Diam er sOgl"4a IVatenat
From 0.0 To 83.0
Ft. 2 INCH
From To
Ft.
From To
Ft.
7. GROUT: Depth
Material Method
From 0.0 To 770
Ft. Portland bentonite SLURRY
From To
Ft. _
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
Fran 83.0 To 88.0
Ft.2.0 in. .010 in. PVC
From To
Ft. in, in.
From To
Ft, in. in.
9. SANDIGRAVEL PACK:
Depth
Size Material
From 81.0 To 88.0
Ft. 20130 Fine Silica Sand
From To
Ft.
From To
Ft.
10. DRILLING LOG
From To
0.0 1.0
1.0 82.0
82.0 015.0
Formation Description
TAN/ORANGE SANDY SILT
BLACK FLY ASH
BROWN/TANIORANGE SILTY SANDI
WEATHERED ROCK
11. REMARKS:
Bentonite seal from 77.0.0 to 81.0 Feet.
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 PROVIDE 1) T07HE WELL OWNER.
_ d l fsS.. r� !•� r 11/29/06
SIGNATURE OF CERTIFIED WELL`CONTRACTOR DATE
MIKE McCONAHEY
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 -1919) 733-7015 ext 568. Rev. 7/05

i'
1. WELL CONTRACTOR:
©N RESIIJ.LNTIAL WELL CONSTRUCTION its Ct]RU
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
MIKE McCONAHEY
WeR Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70L 4)- 872-7686
Area trade- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -9
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriaVCommercial ❑ Agricultural ❑ Recovery ❑ injection O
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10127-10/30106
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdi4sion, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
[-]Slope ❑ Valley ❑ Flat []Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE __._ _ in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City,; -Town f State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 65.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 44.0 _FT.
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface"
'Top of casing terminated atfor below land surface may require
'.I variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): NIA METHOD OF TEST NIA
I. DISINFECTION: Type NIA Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: rr��ee�� Thickness/ ��
From 0.0
Depth Ft. 2 IN O er S80 NjaCrial
From To Ft. ��
From To Ft.
7. GROUT: Depth Material Method
From 0'0 To 49'0 Fl. Porlland bentonite SLURRY
From To Ft_
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 55.0 To 65.0 Ft.2.0 in. .010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 53.0 T065.0 Ft, 20-40 Fine Silica Sand
From To Ft.
From Tc Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 T
. P,99ILNVEEDS
1.0 2.0 TANIORANGE SANDY SILT
0 BLACK FLY ASH
65.0 71.0 BROWN/TAN/ORANGE SILTY SAND
11. REMARKS:
Bentonite seal from 49.0.0 to 53.0 Feet.
I Do IIEREaY CERTIFY THAT THIS WELL WAS CONSTRUCTE❑ W ACCORDANC'- WrrH
15A NCAC 2C. W ELL CONSTRUCTION STANDARDS, AND THAT A COPY OK TWS
RECORD HAS UFF N PROVIDED 70 THE W ELL OWNER.
•�s/i
r rJf 1y-f:� 1 t129108
SIGNAT .E . T FIDE "WELL-PONTRACTOR DATE
MIKE McCONAABY /
PRINTED NAME OF PIERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Fore, GW -1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone NQ„ [phone] ext 568. Rev. 7105

1. WELL CONTRACTOR:
MIKE McCONAHEY
NONRESIDENTIAL DENTIAL WELL CONSTRUCTION RECClR
North Carolina Department of Environment and Natural Resources- Division of Water Qualit.
WELL CONTRACTOR CERTIFICATION # 2402
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70{ 4 }- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if apOrable) PZ -10
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/27-10/30/05
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN — COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
[]Slope ❑Valley ❑Flat []Ridge O Other
(check appropriate box)
LATITUDE May be in degrees,
w- — minutes, seconds or
LONGITUDE in a decimal format
Latitudeflongitude source: ❑GPS ❑Topographic map
(location of well most be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 42.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 30.0 FT.
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount NIA
g. WATER ZONES (depth):
From To
From To
From To
From To
From To
From To
6. CASING:
Thickntess/
Depth
Di er s�ipab Material
From 0.0 To 32.0
Ft. 2 IN l
From To
Ft.
From To
Ft.
7. GROUT: Depth
Material Method
From 0.0 To 26.0
FL Portland bentonite SLURRY
From To
Ft.
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
From 32.0 Tc 42.0
Ft 2-0 in. •010 in. PVC
From To
Ft. in. in,
From To
Ft. in. in.
9. SANDIGRAVEL PACK:
Depth
Size Material
From 30.0 To 42.0
Ft. 20110 Fine Silica Sand
Frim Tu
Ft.
From To
Ft.
10. DRILLING LOG
From
To
Formation Description
0,0
1.0
WEEDSf_r9,PSOIL
1.0 _
40
TAN/ORANGE SANDY SILT
BROWN/RED SANDY CLAYEY SILT
10.0
17.5
BI.ACK/BROWNrrAN/ORANGE SILTY SAND
17.5
42.0
GRAY GNEISS
11. REMARKS:
Bentonile seal from 26.0.0 to 30.0 Feet.
I Do HEREBY CERTIFYTMr THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CON5TRt]CnON STANnr;RDS. ANf] 71iATA COPY OF THIS
RECORD HAS BEEIJ PROVM-�f��CkT11Fr�NEL.I.OWN✓rR.
11129108
SIGNATURE OF CERTIFIED WELL
,+f ONTRACTOR DATE
MIKE M�CQISAiiEY
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. 7/05

1. WELL CONTRACTOR:
1 i oN RESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department ofFinvironment and Natural Resources -Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE INC 28625
City or Town State Zip Code
7i 04 1- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -11
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ MunlcipaUPublic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/19/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE — — in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN INC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 55.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 44.0 Fr.
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From Ta
S. CASING: a�mIeett Thickness/
al
From 0.0 To Depth5.0 FL 2DIINc:H� SVab PVC
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0'0 To 39'0 Ft. Portland bentonite SLURRY
From Ta Ft.
From To Ft. —
8. SCREEN: Depth Diameter Slot Size Material
From 45.0 To 55.0 Ft.2.0 in. .010 in. PVC
From Tc Ft. in. in.
From To Ft. in, in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 43.0 To 55.0 Ft, 20-40 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To
0.0 1.0
1.0 2.0. _
54.0 55.0
Formation Description
WEEDSITOPSOIL
TANIORANGE SANDY SILT
BLACK FLY ASH
BROWN/BLACK/TAN SILTY SAND/
WEATHERED ROCK
11. REMARKS:
Bentonite seal From 39.0.0 to 43.0 Feel,
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
<,
11/29/06
SIGNA7 E OF—CERTIFIED WELL CONTRACTOR DATE
MIKE McCONAHEY
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. 7/05

! r oNRESiIDENTIAL WELL CONISTRUCT10N R,ECORU
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70� 4 t- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(H applicable) PZ -12A
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10125/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers. Community, Subdivision, Lw No., Parcel, Tip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degees,
-- — minutes, seconds or
LONGITUDE _ — in a decimal format
Latitudellongitude source: ❑GPS I_ITopographic map
(location of well must be shown on a VSGS topo map and
attached to this form if nor using GPS)
4. FACILITY- is the name of the business where the well Is located
FACILITY ID #(If applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
To
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 35.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 20.0 FT,
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From
To
From
To
From
To
From
To
From
To
From
To
6. CASING:
Thickness/
Depth
r�ee��
TA
den al
40 S"l oro PVC
From 0 0
25.0
Ft.
From
To
Ft.
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 0.0
To 19'0
G+, Portland bentonite SLURRY
From
To
Ft.
From
To
f=t. __
8. SCREEN:
Depth
Diameter
Slot Size Material
From 25.0
To 35.0
Ft 2.0 in.
.010 in. PVC
From
To
Ft. in.
in.
From
To
Ft. in,
in.
9. SANDIGRAVEL PACK:
Depth
Size
Material
From 23.0
To 35.0
Ft. 2040
Fine Silica Sand
From
To
Ft—
t.FromTo
From—To—
Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 GRAVEL
1.0 35.0 BLACK FLY ASH
11. REMARKS:
Bentonite seal from 39.0.0 to 43.0 Feet.
I DO HEREBY CERIIFYT-IAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WUH
15A NCAC 7C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY of THIS
RECORD HAS BEEN PRWDEDTOTHE Wy LL OWNER.
r r.n , t 11/29106
SIG P , C�W IFJED WEI:.L CONTRACTOR DATE
MLXE MCCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt, Four, GW -1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

ON RESIDENTIAL WELL CONSTRUCTION RECORD
r ' " North Carolina Department ,IF Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2579
NONRESIDENTIAL
1. WELL CONTRACTOR:
DANNY SUMMERS
Well Contractor (Individuaq Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 )_ 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(If npplicable) PZ -16
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(ff applicable)
WELL USE (Check Aoplicable Box) Monitoring ❑ MunicipaVPui: tic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Inigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/16-10/18/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street blame, Numbers. Community. SubdMsir?n, Lot No., Parcel. ZIP Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE _ in a decimal format
I.,atitude/iongkude source: ❑GPS ❑Topographic map
(locafkon of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
(
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 52.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 14. FF,
(Use "+" If Above Top of Casing)
d. TOP OF CASING IS 0.0
FT. Above Land Surface'
`Top of casing terminated Wor below land surface may require
a variance in accordance with 15A NCAC 2C .0118.
e. YIELD (gpm): NIA
METHOD OF TEST NIA
f. DISINFECTION: Type NIA
Amount N/A
g. WATER ZONES (depth):
To
From Tc
From Tc
From To
From To
From To
From To
6. CASING:
Thickness/
10. DRILLING LOG
From To Formation Description
0.0 25.0 RED rf AY -
25.0 52.0 TAN SILTY SANDY CLAY
11. REMARKS:
Bentonite seal from 38.0 to 40.0 Feet.
100 HEREBY CERTIFYTHATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROV ED TO THEYVELL OWNER.
y � Sf+1 _ 7;18106
SIG ?4 URE OF CERTIFIED WELL CONTRACTOR DATE
DANNY S'MMERS
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. 7/05
DTot42.0
2 IINC H�
a0 PVCerial
From 0.0
Ft
From
To
Ft
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 0.0
TD 38.0
Ft Portland bentonite SLURRY
From
To
Fi.
From
To
Ft.
8. SCREEN:
Depth
Diameter
Slot Size Material
From 42.0
To 52.0
Ft 2.0 in.
.010 in. PVC
From
To
Ft. in.
in,
From
To
Ft. in.
in.
9. SANDIGRAVEL PACK:
Depth
Size
Material
From 40.0
To 52.0
Ft. 20-40
Fine Silica Sand
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 25.0 RED rf AY -
25.0 52.0 TAN SILTY SANDY CLAY
11. REMARKS:
Bentonite seal from 38.0 to 40.0 Feet.
100 HEREBY CERTIFYTHATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROV ED TO THEYVELL OWNER.
y � Sf+1 _ 7;18106
SIG ?4 URE OF CERTIFIED WELL CONTRACTOR DATE
DANNY S'MMERS
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. 7/05

NON-RESIDENTIALWELL CONSTRUCTION RECORD
North Carolina Deportment of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
I
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 )- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if appllcatAO PZ -17S
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
InduslriaVCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 101165-10/18/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Tp Code)
TOPOGRAPHIC /LAND SETTING:
❑Slope ❑ Valley ❑ Fiat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
- minutes, seconds or
LONGITUDE_ _ in a decimal format
LatitudeAongitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
I ]-
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 37.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO KI
c. WATER LEVEL Below Top of Casing: 30.0 FT,
(Use'+' if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): N/A
METHOD OF TEST N/A
I. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To
From To
From To
From To
From Tc
From To
6. CASING:
Thickness/
Depth
Diarr��IQter SCg' h PM t vial
2 IN(;M
From 0.0 To 27.0
Ft
From To
Ft.
From To
Ft.
7. GROUT: Depth
Material Method
From 0.0 To 21'0
Ft. Portland bentonite SLURRY
From To
Ft.
From To
FL
8. SCREEN: Depth
Diameter Slot Size Material
From 27.0 To 37.0
Ft 2.0 in. •010 in. PVC
From Tc
Ft. in. in.
From To
Ft. in. in.
9. SANDIGRAVEL PACK:
Depth
Size Material
From 25.0 To 37.0
Ft. 20-40 Fine Silica Sand
From To
Ft.
From To
Ft.
10. DRILLING LOG
From To
0.0 1.0
1.0 4.0
4 0 14.0
14.0 37.0
Formation Description
GRAVELITOPSOiL
TAN/ORANGE CLAYEY SANDY SILT
BROWNffANNVHITE SILTY SAND
WEATHERED ROCK
ROCK
11. REMARKS:
Bentonite seal from 21.0 to 25.0 Feet.
I DO HEREBY CERTIFYTHATTH15 WELL WAS CONSTRUCTED IN ACCORDANCE WrFH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD HAS BEEN PROVIDEDJO THE WELL OWNER.
!Fiv 11/28106
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information MgL, Form GW -1b
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone Nb. [phone] ext 568. Rev. 7/05

1. WELL CONTRACTOR:
NDNRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70L 4 - 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -17D
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Boz) Monitoring ❑ Municipal/Public ❑
IndustdaVCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/19106
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN
COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdi%islon, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley [)Fiat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
-- minutes, seconds or
LONGITUDE _ _ in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form it not using GPS)
4. FACILITY- is the name of the business where the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC
28704
City or Town Slate
Zip Code
CONTACT PERSON PROGRESS ENERGY
To
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
L�-
6. CASING:
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 79.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 30.0 FF,
(L)se'+''lf Above Top of Casing)
d. TOP OF CASING IS 0.0 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): NIA METHOD OF TEST NIA
f. DISINFECTION: Type N/A Amount NIA
g. WATER ZONES (depth):
From
To
From
To
From
To
From
Tc
From
To
From
To
6. CASING:
To
Fl. in.
Thickness/
9. SAND/GRAVEL PACK:
Depth
Lieett er
SCFT40 Maat
PV?
From 0.0
To
2Di
Ft.
From 67.0
From
To
Ft.
Ftorn
From
To
Ft.
From
7. GROUT: Depth Material
From 0.0 To 63.0 Ft Portland bentonite
From Tc Fl. _
From To Ft.
Method
SLURRY
8. SCREEN:
Depth
Diameter
Slot Size Material
From 69.0
To 79.0
Ft.2.0 in.
-010 in. PVC
From
To
Ft. in.
in.
From
To
Fl. in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
From 67.0
Tc 79.0
Ft, 20-40
Fine Silica Sand
Ftorn
Ta
Ft.
From
To
Ft.
10. DRILLING LOG
From To
0.0 1.0
1.0 40
4.0 14.5
14.5 18.0
18.0 79.0
Formation Description
GRAVELITOP OIL
TANIORANGE CLAYEY SANDY SILT
BROWN/TANANHITE SILTY SAND
WEATHERED ROCK
BROWNfTANIORANGE SAND
GNEISS
11. REMARKS:
Bentonite seal from 63.0 to 67.0 Feet.
I DO HERE13Y CERTFY THAT THIS WELL WAS CQNSTRUCTLD IN ACCOROANCF w111 -t
15A NCAC 2C, WELL CONSTRUCTiO�1 STANDARDS, AND THAT A COPY OF -11-115
RECORD H.A-s BEEN PROVIDE Xk WELL OWNER,
y
,. ,,. � ' -11128)06
SIGNATURE OF CERTIFIED WELL,CONTRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Form GWAb
1617 Mal 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 # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (IndhAduai) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
7r� 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -19
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigadon❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/16/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC /LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
-- - minutes, seconds or
LONGITUDE _ _ in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form it not using GPS)
4. FACILITY- is the name o1 the business where the well is located.
FACILITY ID #(If applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING AODRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 24.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 15.0 FT.
(Use *+" tf Above Top of Casing)
d. TOP OF CASING IS 0.0
FT. Above Land Surface'
*Top of casing terminated
at/or below land surface may require
a variance in accordance with 1 SA NCAC 2C .0118.
e. YIELD (gpm): N/A
METHOD OF TEST NIA
If. DISINFECTION: Type NIA Amount N/A
g. WATER ZONES (depth):
From To
From To
From To
From To
From Tc
From To
6. CASING:
Thickness/
Depth
o 9.0
amt M den
2 INC H� Sc�aa PVC
From 0.0
Ft.
From To
Ft.
From To -Ft-
t.7.
7.GROUT: Depth
Material Method
From 0.0 To 3'0
Ft Portland bentonite SLURRY
From To
Fi.
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size -Material
From 9.0 To 24.0
Ft.2.0 in. .010 in. PVC
From To
Fl. in. in.
From To
Ft. in. in.
9. SANDIGRAVEL PACK:
Depth
Size Material
From 7.0 To 24.0
Ft. 20140 Fine Silica Sand
From To
Ft.
From To
Ft.
10. DRILLING LOG
From
To
00
1.0
1.0
4.0
9.D
14.Q _
14.0
24.0
Formation Description
LEAF !TOPSOIL
TAN/ORANGE CLAYEY SANDY SILT
BROWN/BLACK/RED CLAYEY SANDY SILT
BLACK/TAN/ORANGE SILTY SAND
11. REMARKS:
Bentonite seal from 4.0 to 7.0 Feet.
I DO HEREBY CERTIFYTHATTHIS WELLWAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD iiAS BEEN P,ROVIDEL7 O THC WELLOWNER.
1 •'f .+ 11/28/06
SIGNAT'.lRrtSRYIFIED WELL NTRACTOR DATE
Mi:' -11 MCCONAHEY f
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information Mgt., Fin GWAb
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

NON ONRESIDENTIA L WELL CONSTRUCTION [RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2579
1. WELL CONTRACTOR:
DANNY SUMMERS
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC -
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE INC 28625
City or Town State Zip Code
70i 4 l- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -21
STATE WELL PERMfT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/P�-blic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/16-10/18/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdieision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC I LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
-- — minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACIUTY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
FT. Above Land Surface"
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
Amount N/A
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
5, WELL DETAILS:
a. TOTAL DEPTH: 37.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: 14.0 FF.
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): NIA
METHOD OF TEST N/A
I. DISINFECTION: Type NIA
Amount N/A
g. WATER ZONES (depth):
To 30.0
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
Depth
D'lame�er
2 INCH
Wei9hb Material
sGFia PVC
From 0.0
To 30.0
Ft.
From
To
Ft.
From
To
Ft.
7, GROUT:
Depth
Material
Method
From 0.0
To 26.0
Ft Portland bentonite
SLURRY
From
TD
Ft.
From
To
A.
8. SCREEN:
Depth
Diameter
Slot Size Material
From 30.0
To 37.0
Ft.2.0 in.
.010 in. PVC
From
To
Ft. in.
in.
From
To
Ft. in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
From 28.0
To 37.0
Ft, 20-40
Fine Silica Sand
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 25.0 RED CLAY
25.0 37.0 TAN SILTY SANDY CLAY
11. REMARKS:
Bentonite seal from 26.0 to 28.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
r5 NCAC 7C,
WELL C STRUCTION STANDARDS, AND THAT A COPY OF TWS
C D HAS BEEN Prt DECD TD THE WELL OWNER.
»-'
- �ti - . .. — 1108106
SIGNATURE OF CERTIFIED WELL CONTRACTOR DATE
DANNY SUMMERS
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

�rr .
4.7
._ NON RESIDENT14L WELL CONSTRuc-rION RECORD
North Carolina Department of Environment and Natural Resources -Division of Water Quality p WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
7t 04 _)_ 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if amicable) PZ -22
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Bax) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10118/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdiusion, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GAS ❑Topographic map
(location of well must be shown on a USGS topo 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 #Qf applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET FEB B
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 10.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO EI
c. WATER LEVEL Below Top of Casing: 2.0 FT.
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface`
'Top of casing terminated atior below land surface may require
a variance in accordance with 16A NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From Tc From To
From To From To
6. CASING: aarr��ee�► Thickness/
Depth
den
From 0.0 Tot5.0 Ft. 21IN(:Her SI�aO PVC
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 1,0 Ft. Portland bentonite SLURRY
From To Ft.
From To Ft
8. SCREEN: Depth Diameter Slot Size Material
From 5.0 To 10.0 Ft 2.0 in. ,010 in, PVC
From To Ft. in. in.
From To Ft. in. In.
9. SAND/GRAVEL PACK:
Depth Size Material
From 3.0 To 10.0 Ft, 20-40 Fine Silica Sand
From Tc Ft.
From Tc Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 WEEDSITOPSOIL
1,0 3.0 TAN/ORANGE CLAYEY SANDY SILT
3.0 100 SLACK,WHITE/BROWNiTANSILTY SAND
WEATHERED ROCK
11. REMARKS:
Bentonite seal from 1.0 to 3.0 Feet.
I DO HEREBY CERTIFYTHATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC <^C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD ItAS BEEN PROVID FfF E WELL OWNER.
11/29/06
SIGNATURE OF C TIFIED WELL CONTRACTOR DATE
N IK6 MCCOt3AIiR'Y
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 568. Rev. 7/05

AF
1.
1. WELL CONTRACTOR:
MIKE McCONAHEY
L ■ oNRESIDENTIAL WELL. CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town Slate Zip Code
( 704 )_ 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -23
STATE WELL PERMrr#(if applicable)
DWQ or OTHER PERMIT #(If applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigatlon❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10123/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
[]Slope ❑Valley ❑ Flat []Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
- - minutes, seconds or
LONGITUDE in a decimal format
LatitudeAongitude source: ❑GAS El Topographic map
(location of well must be shown on a t1SGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
U -
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 29.5 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
c. WATER LEVEL Below Top of Casing: 20.0 FT.
(Use -+- if Above Top of Casing)
d. TOP OF CASING IS 0.0
FT. Above Land Surface'
'Top of casing terminated aUor belerw land surface may require
a variance in accordance with 15A NCAC 2C.011 18.
e. YIELD (gpm): N/A
METHOD OF TEST NIA
f. DISINFECTION: Type N/A
Amount N/A
g. WATER ZONES (depth):
4.0
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
From 0.0
9. SAND/GRAVEL PACK:
Depth Size Material
From 17.0 To 29.5 Ft. 20-40 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
Depth
2 IN
S�%Qa0
PVC al
0.0
1.0
Ft.
1.0
4.0
From
To
Ft.
BROWNIBLACK/RED CLAYEY SANDY SILT
18.0
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 0.0
To 13.0
Ft. Portland bentonite
SLURRY
From
To
Ft.
From
To
Ft.
8. SCREEN:
Depth
Diameter
Slot Size
Material
From 19.5
To 29.5
Ft.2.0 in,
.010 in.
PVC
From
To
Ft. in.
in.
From
To
Ft. in.
In.
9. SAND/GRAVEL PACK:
Depth Size Material
From 17.0 To 29.5 Ft. 20-40 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From
To
Formation Description
0.0
1.0
WEEDS/TOPSOIL
1.0
4.0
TAN/ORANGE CLAYEY SANDY SILT
4.0
j 8 n� _
BROWNIBLACK/RED CLAYEY SANDY SILT
18.0
29.5
BLACKIrANIBROWN/ORANGE SILTY SAND
11. REMARKS:
Bentonite seal from 13.0 to 17.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTUD IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRt1C11ON STANIPFARDS. AND THAT A COPY OF THIS
RECORD HAS $ESN PRO VID • �f TtfC WELL OWNER.
L r 11/29106
SIGNATU Q C ! TIFIED WE�ONTRAGTOR DATE
MIKE MCCONAHEX
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information MgL, Form GWAb
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

NONRESIDENTIAL ONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 24172
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70{ 4 )- 872-7666
Area code- Phone number
2. WELL INFORMATION:
SrrE WELL ID #(if applicable) PZ -24
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(IIf appllcabfe)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriallCommercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) . PIEZOMETER
DATE DRILLED 10/20/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN
COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form if not using GPS)
4. FACILITY- is the name of the business where the well is localed.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET FEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 33,0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO El
r- WATER LEVEL Below Top of Casing: 20.0 C=T,
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST N/A
f. DISINFECTION: Type NIA Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: e� Thickness/ tin
From 0.0 Tot23.0 Ft. �NH� s�i�ab PVC: �
From To Fl.
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 17'0 Ft, Portland bentonite SLURRY
From To Ft.
From To Fl -
8. SCREEN: Depth Diameter Slot Size Material
From 23.0 To 33.0 Ft.2.0 in. .010 in, PVC
From To Ft. in. In.
From To Ft. in. In.
9. SANDIGRAVEL PACK:
Depth Size Material
From 21.0 To 33.0 Ft, 2040 Fine Silica Sand
From To Ft.
From To Fl.
10. DRILLING LOG
From To Formation Description
0.0 1.0 GRAVEL/TOPSOIL
1.0 4.0 TAN/ORANGE SANDY SILT
4.0 15.0 BROWN/RED CLAYEY SANDY SILT
15.0 33.0 BROWN/ORANGE/TAN SILTY SAND
WEATHERED ROCK
11. REMARKS:
Bentonite seal from 17.0 to 21.0 Feet.
1 DO HEREBY CERTIFY THATTHIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
ISA NCAC 2C, WELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
RECORD HAS BEJE PROMDED f1kr OWNER.
P 'r 11/29106
.,IC 'CE(TIFIE13 WELL CDNTRACTOR DATE
MiYX McCONAHEY 1'
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

1. WELL CONTRACTOR:
NONRESIDENTIAL WELL CONSTRUcriON RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
MIKE McCONAHEY
Weil Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC,
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or -Town State Zip Code
70( 4 }- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if pN i^: ire) PZ -25
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if a-vvlicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
IndustriallCommerclal ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/20/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN
COUNTYBUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, SubdiWslon, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑ GPS ❑Topographic map
(location of we# must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Am code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 75.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 50.0 -FT.
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): NIA METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: timeett Thickness/
From 0.0 To165.0 Ft. 2 IIyc:H, CHg46 Material
From To Fl. PVGG
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 57.0 Ft Portland bentonite SLURRY
From To Ft._
From To Ft.
a. SCREEN: Depth Diameter Slot Size Material
From 65.0 To 75.0 Ft.2.0 in. .010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 63.0 To 75.0 Ft 20-40 Fine Silica Sand
From To Ft.
From To FL
10. DRILLING LOG
From To Formation Description
0.0 1.0 GRAVEL/TOPSOIL
1.0 4.0 TAN/ORANGE SANDY SILT
q BROWN/BLACK/RED SANDY CLAYEY SILT
20,0 55.0 BROWN/TAN/ORANGE SILTY SAND
55.0 62.0 BROWN/RED/ORANGE SILTY SAND
62.0 75.0 ORANGE GNEISS
11. REMARKS:
Bentonite seal from 57.0 to 63.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WhS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRU 7{{7 STA$fDARPS. AND THAT A COPY OF THIS
RECORD HAS B€EF! PR THE EL1.0WNER.
11/29/06
SIGNATURE OF CERTIFIED WFK CONTRACTOR DATE
MIKE MCCONAHEY
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
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext568. Rev. 7/05

v,-\
r NONRESIDENTIAL WELL CONSTRICTION RECORD
}1 North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE MCCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70{ 4. }- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(If applitatile) PZ -26
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection 0
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/24/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE _ =seconds
LONGITUDE
Latitude/longitudesource: ❑GPS ❑Topogaphicmap
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET FEB 8
RALEIGH NC 27601
City or Town State Zip Code
()- E
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 28.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: 18•0
(Use *+' if Above Top of Casing)
d. TOP OF CASING IS 0.0
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): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type NIA Amount N/A
g. WATER ZONES (depth):
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
Depth
Dla�eetter SCgl�4b PVC al
IIVC V
From 0.0 To 18.0
Ft 2 Fi
From To
Ft.
From To
Ft.
7. GROUT: Depth
Material Method
From 0.0 To 12'0
Fl. Portland bentonite SLURRY
From To
Ft.
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
From 18.0 To 28.0
Ft.2.0 in. .010 in. PVC
From To
Ft. in. in.
From To
Ft. in. in.
9. SANDIGRAVEL PACK:
Depth
Size Material
From 16.0 To 28.0
Ft.. 20-40 Fine Silica Sand
Fran Ta
Ft.
From To
Ft.
10. DRILLING LOG
From
To
Formation Description
0.0
1.0
TOPSOIL
1.0
5.0 _
BROWN/TANIORANGE SANDY SILT
5.0
20-Q
BLACK/RED SANDY CLAYEY SILT
20,0
. `
28.0
BROWN/ORANGE/TAN SILTY SAND
WEATHERED ROCK
11. REMARKS:
Bentonite seal from 12.0 to 16.0 Feet.
I DO HEREBY CERTIFY THATTHIS WELL WA ONSTRUCT D IN ACCORDANCE WITH
15A NCAC 2C, WELL CONSTRU ] !EyARDS, AND THAT A COPY OF THIS
RECORD AS BF N PROVFIr I(r L OWNER.
1 f,- f f
11/29/06
SIGNATURE OF CERTIFIED WE CONTRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attn: Information MgL, Farm GW -1b
1617 Mail Service Center— Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7/05

1 YONESIDENTIALr WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
1. WELL CONTRACTOR:
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70� 4 )_ 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) PZ -27
STATE WELL PERMIT#(If applicable)
DWO or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ MunicipaUPublic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Inigatlon❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10/24/06
TIME COMPLETED
AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN
COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC /LAND SETTING:
❑Slope ❑Valley []Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE
May be in degrees,
-- -
minutes, seconds or
LONGITUDE
in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form it not using GPS)
4. FACILITY- is the name of the business whene the well is located.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC 28704
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area code - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 60.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO KI
c. WATER LEVEL Below Top of Casing: 30.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 0.0 FT. Above Land Surface*
'Top of casing terminated at/or below land surface may require
a variance In accordance with I SA NCAC 2C .0118.
e. YIELD (gpm): N/A METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
S. CASING:llaa ��tt Thickhhnttess/
From 0.0 TDepth0.0 Ft. 2 INCL S�i�40VatCelial
From To Ft.
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 44.0 Ft. Portland bentonite SLURRY
From To Ft.
From To Irl.
8. SCREEN: Depth Diameter Slot Size Material
From 50.0 To 60.0 Ft.2.0 in. .010 in. PVC
From To Ft. in, in.
From To Ft. in. in.
9. SANDIGRAVEL PACK:
Depth Size Material
From 48.0 To 60.0 Ft, 20-40 Fine Silica Sand
From To Fl.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 GRAVELfTOPSOIL
1.0 2.0 TAN/ORANGE CLAYEY SANDY SILT
n 60 .0 BLACK FLY ASH
60.0 62.0 TAN/ORANGE/BROWN SILTY SAND
WEATHERED ROCK
11. REMARKS:
Bentonite seal from 44,0 to 48.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 7C, WELL CONSTRUCTION STAj6L`tARUS. AND THAT A COPY OF THIS
RECOR IASL EN PR1']V t 7TiE V, ELL OWNER.
r i fry
11/29/06
SIG ATSURE OF CIERTIFIED W CDNTRACTOR DATE
MIKE McCONAITEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 days. Attu: Information Mgt, Form GW -1b
1617 Mail Service Center- Raleigh, NC 27699-1617 Phone No. [phone] ext 568. Rev. 7105

ry1r•]]}}�
r+f1'
1. WELL CONTRACTOR:
NONRES"IDENTL9L WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 2402
MIKE McCONAHEY
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70[ 4 ]„.872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if appllcabfe) PZ -28
STATE WELL PERMrr#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ❑ Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) PIEZOMETER
DATE DRILLED 10124/06
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ Slope ❑ Valley ❑ Flat ❑ Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
minutes, seconds or
LONGITUDE _ _ in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 CP AND L DRIVE
ARDEN NC
28704
City or Town State
Zip Code
CONTACT PERSON PROGRESS ENERGY
To
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC
27601
City or Town State
Zip Code
Area code - Phone number
5, WELL DETAILS:
a. TOTAL DEPTH: 40.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 30.0 Fr,
(Use "+' if Above Top of Casing)
d. TOP OF CASING IS 0.0 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): N/A METHOD OF TEST NIA
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From
To
From
To
From
To
From
Ta
From
To
From
To
6. CASING:
To
Ft. in.
Thickness/
9. SAND/GRAVEL PACK:
Depth
30.0
ar�ee��
2DIINC H�
stub PVJrial
From 0 0
Size
Ft.
From 28.0
From
To
Ft.
From
From
To
Ft.
From
T. GROUT: Depth Material
From 0'0 To 2401^Portland bentonite
'
Fran To Ft.
Fran To Ft.
Method
SLURRY
8. SCREEN:
Depth
Diameter
Slot Size Material
From 30.0
To 40.0
Ft.2.0 in.
.010 in. PVC
From
To
Ft. in,
in.
From
To
Ft. in.
in.
9. SAND/GRAVEL PACK:
Depth
Size
Material
From 28.0
To 40.0
Ft, 2040
Fine Silica Sand
From
To
Ft.
From
To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 1.0 WEEPKOPSOIL
1.0 4.0 TANI®RANGE SANDY SILT
4.0 140 BROWN/RED CLAYEY SANDY SILT
14.0 31.0 BLACK/BROWN/TAN SILTY SAND
31.0 51.0 BROWNIRED SILTY SAND
11. REMARKS:
Bentonite seal from 24.0 to 28.0 Feet.
IDOHEREBY CERTIFY THAT THIS WELL WA CONSTRUOTEDINACCORDANCE WrTH
15A NCAC 2C, WELL CONSTRUlxz�
DS. AND THAT A COPY OF THIS
RECORD HAS 19 N PROVIOWNER.
` 11/29/06
QX �'
SIGNATURE OF C RTIFIED W CONTRACTOR DATE
MIKE McCONAHEY
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the original to the Division of Water Quality within 30 clays. Attn: Information Mgt., Form GW -1b
11617 Mail Service Center—Raleigh, NC 27699-1617 Phone No, [phone] ext668. Rev. 7/05

NoNR ESI DENRAL WELL CONSTRUCTION RECORD
sr, North Carolina Department of Environment and Natural Resources- Division of Water Quality
S
.r WELL CONTRACTOR CERTIFICATION # 309e
1. WELL CONTRACTOR: I d TOP OF CASING IS 2,5 FT Above land Surface*
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( d )- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) GW -1
STATE WELL PERMIT#(If applimhle)
DWQ or OTHER PERMIT *(If applicable)
WELL USE (Check Applicable Box) Monitoring ® MunlcipaUpublic ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 08/06-08/07/07
TIME COMPLETED —AMD PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, SubdMslon, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
--- -- minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS [i Topographic map
(location of well must be shown on a USGS (opo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 C P AND L DRIVE
ARDEN NC
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
U-.
Area code - Phone number
S. WELL DETAILS:
a. TOTAL DEPTFI: 24.0 FEET
b, DOES WELL REPLACE EXISTING WELL? YES ❑ NO IKI
c. WATER LEVEL Below Top of Casing: 15,0 FT,
(Use "+" if Above Top of Casing)
'Top 1 casing terminated at/or L 91OW land surface may require
a variance in accordance with 15A NCAC 2C .0118.
a. YIELD (gpm): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type NIA Amount N/A
g. WATER ZONES (depth):
From To
From—To-
romToFrom
From—To
From—To-
romToFrom
From—To
From To
6. CASING:
Thickness/
Depth
Diameter Wap, ht Material
From 0.0 To 14.0
NCH
Ft. 2 IS40 PVC
From To
Fl.
From To
Fl.
7. GROUT: Depth
Material Method
From 0.0 TO 10'0
Ft. Portland bentonite SLURRY
From To
Ft.
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
From 14.0 To 24.0
Ft.2.0 in. .010 in. PVC
From To
FL In. in.
From To
Ft. in. in.
9. SAND/GRAVEL PACK:
Depth
Size Material
From 12.0 To 24.0
Ft. 20-40 Fine Sillca Sand
From To
Ft.
From To
FL
10, DRILLING LOG
From To
Formation Description
0.0 10.0
RR Day
10.0 16.0
TAN CLAY
16.0 24-0
TAN ROCKY CLAY
11. REMARKS:
Bentonite seal from 10.0 to 12.0 Feet
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WrrH
15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECORD S BEEN PROVIDED TO THE WELL OWNER.
tle09120/07
S ° URE ERTIFIED L _ TOR DATE
JOHNNY BURR
PRINTEC 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. 7/05

NONRESIDENTIAL TIAL WI;LLCONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources- Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Vl all Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NO 28625
City or Town State Zip Code
70( 4 )- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if appiicaoie) GW -2
STATE WELL PERMIT#(if applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 91 MunicipaVPublic ❑
Industrial./Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigationij Other ❑ (list use)
DATE DRILLED 08/07/07
TIME COMPLETED
3. WELL LOCATION:
CITY: ARDEN
AM PM
COUNTYBUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel. Zip Code)
TOPOGRAPHIC / LAND SETTING:
pSlope CValley ❑Flat ❑Ridge ❑ Other
(check appropnate box)
LATITUDE May be in degrees.
—' minutes, seconds or
LONGITUDE in a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown 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 localeo.
FACILITY ID #(if applicable)
NAME OF FACILITY PROGRESS ENERGY
STREET ADDRESS 200 C P AND L DRIVE
ARDEN NC
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
L---J-
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 45.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO
c. WATER LEVEL Below Top of Casing: 30.0 FT,
(Use -+- if Above Top of Casing)
d. TOP OF CASING IS 2.5
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): NIA
METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
Depth
Diameter Wei ht M terlal
SC
From 0 0 To 40.0
Fl 2 INCH 40P1�C
From To
Ft,
From To
Ft.
7. GROUT: Depth
Material Method
From 0.0 To 36.0
Ft Portland bentonite SLURRY
From To
Ft.
From To
Ft.
8. SCREEN: Depth
Diameter Slot Size Material
From 40.0 To 45.0
Ft.2.0 in. .010 in, PVC
From To
Ft. in, in.
From To
Ft. In. in.
9, SAND/GRAVEL PACK:
Depth
Size Material
From 38.0 To 45.0
Fg, 20-40 Fine Silica Sand
From To
Ft.
From To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 12.0 RED CLAY
12.0 20,0 TAN ROCKY CLAY '.
20,0 _ 29.0 BROWN ROCKY CLAY
29.0 :5.0 TAN/BROWN ROCK
11. REMARKS:
Bentonite seal from 36.0 to 38.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. WELL CONSTRUCTION STANDnRDS, AND THAT A COPY OF THIS
RECORD S EEN PROVIDED TO THE ELL OWNER.
09/20107
SL ATURE ERTIFIEO WELL CONTRACTOR DATE
JOHNNY BURR
PRINTED NAME OF PERSON CONSTRUCTING THE WELL
Submit the orlginal 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 668. Rev. 7105

NON �RESIDENTIAL ,V CLI, CONSTRUCTION RECORD
4� ..
rn l
North Carolina Department of Environment and .� utural Resources- Division of Water Quality
` WELL CONTRACTOR CERTIFICATION # 3098
1. WELL CONTRACTOR:
JOHNNY BURR
Well C�ntracior (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town Stale Zip Code
7{ 04 )- 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID #(if applicable) GW -3
STATE WELL PERMIT#(If applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring M Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 08/07/07
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat ❑Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
I minutes, seconds or
LONGITUDE Iin a decimal format
Latitude/longitude source: ❑GPS ❑Topographic map
(location of well must be shown on a USGS topo map and
attached to this form it not using GPS)
4. FACILITY- Is the name of the business where the well is located,
FACILITY ID #(if appAcable)
NAME OF FACIL;TY PROGRESS ENERGY
STREET ADDRESS 200 C P AND L DRIVE
ARDEN NC
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
( 1.
Area Inde - Phone number
5. WELL DETAILS:
a. TOTAL DEPTH: 17.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: 10.0 FT.
(Use "+^ if Above Top of Casing)
d. TOP OF CASING IS 2.5
FT, Above Land Surface -
'Top of casing terminated atfor below land surface may require
a variance p accordance with 15A NCAC 2C .0119.
e. YIELD (gpm): NIA
METHOD OF TEST NIA
f. DISINFECTION: Type. N/A
Amount N/A
g. WATER ZONES (depth):
PVC
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
9. SAND/GRAVEL PACK:
Depth Size Material
From 5.0 To 17.0 Ft. 20110 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
Depth
Diar�e�ttar
W io'
Material
From 0.0
To 7.0
Ft. 2 IIVGH
SG�t? do
PVC
From
To
Ft.
_
From
To
Ft.
7. GROUT:
Depth
Material
Method
From 0.0
To 3.0
Ff Portland bentonite
SLURRY
From
To
Ft.
From
To
Ft.
8. SCREEN:
Depth
Diameter
Slot Size
Material
From 7.0
To 17.0
Ft.2.0 in.
.010 in,
PVC
From
To
Ft. in.
in,
From
To
Ft. in.
in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 5.0 To 17.0 Ft. 20110 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From
To
0-0
1n -n
10.0
12.0
120
17.0
Formation Description
orn ri Ay
TAN CLAY
TAN ROCKY CLAY
11. REMARKS:
Bentonite seal from 3.0 to 5.0 Feet.
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. S EENPROVIDEDTOTHEWF.iiOWNER.
09/20/07
S ATURE QFCERTIFIED ELL CON RACTOR DATE
JOHNNY BURR
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 668. Rev. 7/05

1. WELL CONTRACTOR:
JOHNNY BURR
NONRESIDENTIAL WELL CONSTRUCTION RECORD
North Carolina Department of Environment and Natural Resources. Division of Water Quality
WELL CONTRACTOR CERTIFICATION # 3098
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
Well Contractor Company Name
STREET ADDRESS 176 COMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70{ 4 - 872-7686
Area code- Phone number
2. WELL INFORMATION:
SITE WELL ID *(if applicable) GW -4
STATE WELL PERMIT#(If applicable)
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring 91 MunicipaVPublie ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use) _
DATE DRILLED 08/06-08/07107
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN
COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑Slope ❑Valley ❑Flat []Ridge ❑ Other
(check appropriate box)
LATITUDE May be in degrees,
— — minutes, seconds or
LONGITUDE _ in a decimal format
Latitude/longitude source: ❑GPS OTopographic map
(location of well must be shown on a USGS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 C P AND L DRIVE
ARDEN NC
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
U -
Area code - Phone number
6. WELL DETAILS:
a. TOTAL DEPTH: 24.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO 91
c. WATER LEVEL Below Top of Casing: 18.0 FT.
(Use "+" if Above Top of Casing)
d. TOP OF CASING IS 2.5 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): NIA METHOD OF TEST NIA
f. DISINFECTION: Type N/A Amount N/A
g. WATER ZONES (depth):
From To From To
From To From To
From To From To
6. CASING: Thickness/
Depth Diameter Wal hb Material
From 0.0 To 14.0 Ft. 2 INCH SCl�4 PVC
From To FL
From To Ft.
7. GROUT: Depth Material Method
From 0.0 To 10.0 Ft Portland bentonite SLURRY
From To Ft.
From To Ft.
8. SCREEN: Depth Diameter Slot Size Material
From 14.0 Tc 24.0 FL2.0 in. ,010 in, PVC
From To Ft. in. in.
From To Ft. in. in.
9. SAND/GRAVEL PACK:
Depth Size Material
From 12,0 To 24.0 Ft, 20-40 Fine Silica Sand
From To Ft.
From To Ft.
10. DRILLING LOG
From To Formation Description
0.0 11.0 RED CLAY
11.0 17.0 TAN CLAY
170 24.0 TAN ROCKY CLAY
11. REMARKS:
Bentonite seal from 10.0 to 12.0 Feel.
100 HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C '!ELL CONSTRUCTION STANDARDS. AND THAT A COPY OF THIS
REr'IVASWEN PROVIDED TO'1 ELL OWNER.
r; -V !g�� 09/20107
SICNATURE 4VCERTIFIED WELL CONTRACTOR DATE
JOHNNY BURR
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. 7/05

�r S, `r:
rot
NON RES.,irDENTL4L WELL CONSTRUCTION
'Top of casing terminated
RECORD
a variance,ln accordance with 15A NCAC 2C.0118.
North Carolina Department of Environment and Natural Resources- Division of Water Quality
METHOD OF TEST N/A
WELL CONTRACTOR CERTIFICATION # 309'2-
1. W51 -L CONTRACTOR:
JOHNNY BURR
Well Contractor (Individual) Name
GEOLOGIC EXPLORATION, INC.
WA Ccr:tractor Company ^lame
STREET ADDRESS 176 t:OMMERCE BLVD
STATESVILLE NC 28625
City or Town State Zip Code
70( 4 . 872-7686
/,rea code- Phone number
2. WELL INFORMATION:
SITE WELL ID *(if applicable) GW-'
STATE WELL PERMIT#(if applicable}
DWQ or OTHER PERMIT #(if applicable)
WELL USE (Check Applicable Box) Monitoring ® Municipal/Public ❑
Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑
Irrigation❑ Other ❑ (list use)
DATE DRILLED 08/06-08/07/07
TIME COMPLETED AM ❑ PM ❑
3. WELL LOCATION:
CITY: ARDEN COUNTY BUNCOMBE
200 CP AND L DRIVE
(Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code)
TOPOGRAPHIC / LAND SETTING:
❑ S:ope ❑ Valley ❑ Flat ❑ Ridge ❑ other
(check appropriate box)
LATITUDE May be in de;rees,
minutes, seconds or
LONGITUDE in a decimal ;brmnt
Latitude/longitude source: ❑GPS c l opographic map
(location of well must be shown on a US GS topo 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 FACILITY PROGRESS ENERGY
STREET ADDRESS 200 C P AND L DRIVE
ARDEN NC
City or Town State Zip Code
CONTACT PERSON PROGRESS ENERGY
MAILING ADDRESS 410 S. WILMINGTON STREET PEB 8
RALEIGH NC 27601
City or Town State Zip Code
Area cafe - Phone number
S. WELL DETAILS:
a. TOTAL DEPTH: 30.0 FEET
b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO IKI
c. WATER LEVEL Below Top of Casing: 15.0 FT.
(Use "+• if Above Top of Casing)
d. TOP OF CASING IS 2.5
FT. Above Land Surface -
'Top of casing terminated
at/or below land surface may require
a variance,ln accordance with 15A NCAC 2C.0118.
e. YIELD (gpm): N/A
METHOD OF TEST N/A
f. DISINFECTION: Type N/A Amount NIA
g. WATER ZONES (depth):
From To
From To
From To
From To
From To
From To
6. CASING:
Thickness/
Depth
Diameter Weight Material
From 0.0 To 20.0
FL 2 INCH SCn 40 PVC
From To
Ft.
From To
Ft.
7. GROUT: Depth
Material Method
From 0,0 To 16.0
Ft Portland bentonite SLURRY
From To
Ft.
From To
F:t.
8. SCREEN: Depth
Diameter Slot Size Material
From 20.0 To 30.0
Ft.2.0 in. .010 in. PVC
From To
Ft. in. In.
From To
Ft. in, in.
9. SAND/GRAVEL PACK:
Depth
Size Material
From 18.0 To 30.0
Ft. 20-40 Fine Silica Sand
From To
Fl.
From To
Ft.
10. DRILLING LOG
From To Formation Description
0.0 12.0 €D QLAY
12.0 17.0 TAN CLAY
17.0 30.0 TAN ROCKY CLAY
11. REMARKS:
Bentonite seal from 16.0 to 18.0 Feet.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH
15A NCAC 2C. 'NELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS
RECOR s EN PROVIDED TO THE ELL OWNER.
09/20/07
S(dNATURE 0SCERTIFIEO WELL-CONI1ACTOR DATE
JOHNNY BURR
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