NC0003433_Cape Fear Golder Boring Logs PZ-1 to PZ-5_20150902

RECORD OF BOREHOLE PZ-1 SHEET 1 of 1
PROJECT: Progress Energy, Cape Fear DRILL RIG: CME 850 ATV NORTHING: 670,759.2 DEPTH W.L.: 2.1 ft
PROJECT NUMBER: 0636562002.202 DATE STARTED: 2/28107 EASTING: 1,986,562.1 ELEVATION W.L.: 165.9 ft
DRILLED DEPTH: 15.0 ft DATE COMPLETED: 3007 GS ELEVATION: 168.2 ft DATE W.L.: 311/07
LOCATION: Moncure, NC TOC ELEVATION: 168.0 ft TIME W.L.: 2:00 prn
SOIL PROFILE
SAMPLES
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MONITORING WELD
WELL
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BLOWS
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PIEZOMETER
CONSTRUCTION
DESCRIPTION
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per 6In
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DIAGRAM and NOTES
DETAILS
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DEPTH
(h)
C
Z
1aolan.mm.r
30 irt:� �0
0.0 - 2.0
ORGANIC SILTY CLAY, gay to black, low
_
Gout— IIIN
WELL CASING
Plasticity. moist
OL
—
Interval: 0.1,21 Feel
—
:66.2
Bentorvte—
Risers
Material: PVC
2
2.0 - 8.0
SILTY CLAY, brownish gray, medium
2 0
Joint Type:
Joint Typo: Thnmaded
165
plesI ity, moist, soh
WELLSCREEN
SPT
2-2-2-2
4
Interval: 3.13 Feet
Material: PVC
2.0
Diameter: 2-Incn
CL
Slot Size: 0.010-Inch
End Cap: Threaded
FILTER PACK
Interval: 2-13 Feet
Type: tat Send
t8.
Sand—
60
Sc'een—
FILTER PACK SEAL
8.0 - 13.5
CLAYEY SILT with card, I ghl gray/orown,
_
Interva: 1.2 Feet
we!, soft
SPT
2-2-2-2
4
p
Type: 3M Renton,le Chip
10
ANNULUS SEAL
ML
In!erval:0.2-1 Fee!
Type: Cement Gro.d
- _
WELL COMPLETION
Pad: 2x2x0.5 Feet Conc.,*e
lxect:ve PrCasing: 64rch
155
Manhae
13.5-15.0
SILTY SAND, light gray, mosby fine to
SM
13.5
SPT
2-2-1-2
3
--9
colia;zsed—
DRIWNGIi-THCDS
medium grained
t53.2
2A
Matena.
Soil Drill: 4.254nch ID HSA
15
Rock Dnll: WA
Boring competed at 15.0 It
150
20
145
25
1
140
I
30
35
35
130
40
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Jeremy DeVore
DRILLING COMPANY: Parratt Wolff Inc. CHECKED BY: David Reedy, P.G. GO1dCT
lAmociates
DRILLER: Kevin White DATE: 6/1107

RECORD OF BOREHOLE PZ-2 SHEET1 of 1
PROJECT: Progress Energy, Cape Fear DRILL RIG: CME 850 ATV NORTHING: 670,692.8 DEPTH W.L.: 4.7 ft
PROJECT NUMBER: 0636562002.202 DATE STARTED: 2128107 EASTING: 1,987,397.2 ELEVATION W.L: 170.3 ft
DRILLED DEPTH: 15.0 ft DATE COMPLETED: 3/2/07 GS ELEVATION: 172.6 ft DATE W.L.: N1107
LOCATION: Moncure, NC TOC ELEVATION: 175.0 ft TIME W.L: 1:55 pm
SOIL PROFILE
SAMPLES
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ELF
WELD
WELL
a s
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BLOWS
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PIEZOMETFR
CONSTRUCTION
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DESCRIPTION
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per 6 in
N
w
DIAGRAM and tvO7eS
DETAILS
w
L7
DEPTH
(It)Z
140ib h-,
�-
300 inch dma
0 ORGANIC
ORGANIC S1L7Y CLAY, .av plasticity,
—
—
�
Grout-
WELL CASING
moll; to wet, soft
OL
—
Interval-2,41.5 Feet
Riser-
Material: PVC
—
170.6
Bentcr'ite_
Diamete: 2-Inch
2.0 - 4.5
2.0
Janl Type: Threaded
170
CLAYEY SILT, brawn to grayish brown,
medum plasticty, wet, so't. ash layer -3
ML
WELL SCREEN
inches thick at 4 feet
Interval 5-15 Feet
168.1
SPT
2-2.2.2
4
Material: PVC
Diameter. 2-Inch
4 5
5
SILTY CLAY, greerush gray, medium
Slot Size: 0.01G-Inch
End Cap: Threaded
plasticity, slighJy moist, soy
FILTER PACK
Interval: 3-15 Feet
CL
Type:#1 Sand
16
I
FILTER PACK SEAL
j
Interval: 1-3 Foot
SH
0
Sand-
Type: 318-Inch Bonlonit , Chip
t0
162.6
Screen-
�evalU0-11
10.0 - 13.0
SANDY SILT with day. light brown, wet
10.0
Feet
Type: Cement Grout
SM
-
WELL COMPLETION
Pad: 3x3x0.5 Feet Concrete
15C
159 6
Protective Casing: 4-Inrh
Aluminum
13.0 -S.0
13.0
SILTY SAND, mottled light gray to tar% with
SM
SP7
4-8-72-16
20
t,§-
DRILLNG METHODS
orange and red, wet
2 0
Sol Drli: 4.25-inch ID HSA
15
157.6
Roce Drill: N'A
15.0:
Baring completed at 15.0 r:
155
2C
I
15C
25
45
30
t40
35
4C
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Jeremy DeVore
DRILLING COMPANY: Parratt Wolff Inc. CHECKED BY: David Reedy, P.G.Golder
DRILLER: Kevin White DATE: 6i1l07 mociaates

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RECORD OF BOREHOLE PZ-3S SHEET 1 of 1
PROJECT: Progress Energy, Cape Fear DRILL R1G: CME 850 ATV NORTHING: 669,287.1 DEPTH W.L.: 2.6 ft
PROJECT NUMBER: 0636562002.202 DATE STARTED: 2/28/07 EASTING: 1,988,78'.6 ELEVATION W.L.: 171.4 ft
DRILLED DEPTH: 15.0 ft
DATE COMPLETED: 3/2/07 GS ELEVATION: 171.0 ft DATE W.L.: 311/07
LOCATION: Mo-r"e, NC
TOC ELEVATION: 174.0 ft TIME W.L.9:59 am
L
SOIL PROFILE
SAMPLES
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O
a c
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v
ELEV.
it
MONITORING WELL/
WELL
c
w
DESCRIPTION
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a
w
PIEZOM,ETER
DIAGRAM and NOTES
CONSTRUCTION
DETAILS
DEPTH
w
'J
)
0
L)
(n1
Z
0'0 - 4.0
SILTY CLAY, Ilgh! brown to gray, low plast city. must, soE
Cement
WELL CASING3
70
Interval: Feet
Bertonite—
Matenal: PVC
CL
D.ame!er. 2-Inch
Joint Type: Threaced
WELL SCREEN
167.0
Interval: 3-13 Feet
4.0 - 110
4.0
Material: PVC
5
CLAYEY SILT, lignt brown to gray, low olast city, mcist :c wet, soft
Diameter 2
Slot Size: 0.010-Inch
End Cap:Tnreaded
FILTER PACK
ML
Interval: 2-13 Feet
Sand—
Type: #1 Sand
Scheer—
FILTER PACK SEAL
Interva::: -2 Foot
Type: 3!8-Inch Bentorule Cnlp
t 0
16L0
ANNULUS SEAL
10.0 -
10 0
SILTY CLAY,
CL AY, light brown to Fght grey, sigh plasticity, wet, soft
Interval: 0-1 Feet
t60
CIL
Type: Gernert Grout
159.0
WELL COMPLETION
12.0 - ? 5.0
12.0
Pad: 3x3x0.5 Feet Co^aete
SILTY SAND. light brown, we[, soft
Protective Casing: 4-Inch
kum num
SM
Collapsed_
DRIWNGMETHOOS
156.0
Matenal
Sal Dn.I: 4.25aneh ID HSA
1S
Rock Drill: NIA
' S.O:
55
I
Boring completed at 15.0 It
20
1 uJ
25
45
30
•LO
35
13n
40
4
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Jeremy DeVore
DRILLING COMPANY: Parratt Wolff Inc. CHECKED BY: David Reedy, P.G.
Asoclatesolder
DRILLER: Kevin White DATE: 6i1/07

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RECORD OF BOREHOLE PZ-3D SHEET 1 of 2
PROJECT: Progress Energy, Cape Fear DRILL RIG: CME 850 ATV NORTHING: 669,278.8 DEPTH W.L.: 2.6 ft
PROJECT NUMBER: 0636582002.202 DATE STARTED: 2/26107 EASTING: 1,988,780.3 ELEVATION W.L.: 171.3 ft
DRILLED DEPTH: 60.0 ft DATE COMPLETED: 31=7 GS ELEVATION: 171.1 ft DATE W.L.: 3/2/07
LOCATION: Morcure, NC TOC ELEVATION: 173.9 ft TIME W.L.: 9:43 am
SOIL PROFILE
I SAMPLES
O
-
F=..
U
ELEV.
Iz
MONITORING WELD
WELL
w`
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= C
w
w
BLOWS
U
PIEZOMETER
CONSTRUCTION
o
w
DESCRIPTION
(n
o
O
-
a
per 6 in
N
Lj ¢
DIAGRAM and NOTES
DETAILS
w
DEPTH
ao 15 nwrma
0
30 irrch drop
_
SILTY CLAY, gray, medium plastlCity, most
'
WELL CASING
70
tc wet, soh
Interva:-2.77.45 Feet
Material: PVC
Diameter. 2-Inch
CL
Joint Type: Threaded
WELL SCREEN
Interval: 45.60 Feel
Material: PVC
166.1
Diw- eter: 2-Inch
`
Slot Size: 0.010-Inch
12-0
5.0
SILT
SLT with some sand, mottled with brtwr, to
End Cap: Threaded
165
light gray and orange, we:, sot
FILTER PACK
Interval: 4aW Feet
Typo:#' Sam
FILTER PACK SEAL
ML
interval: 34A3 Feet
Type: 3/8-Inch Benotite Ch p
1C
__
ANNULUS SEAL
Interval: 0-34 Feet
160
SAT
2-3 2 4
5
I ype: Cement Grout
20
159.1
VVELL COMPLETION
Pad: 3x3x0.5 Feet Concrete
12.0 - 17.0
12.0
SANDY SIL', brovn tc light gray, soave von
Protectivo Casing: 4-Inch
staining, wet, soh
Alum -nun
DRILLING METHODS
SM
Soil Drill: Mud Rotary will-
15 -
64nCh bit
Rock Dnil6�nch Downhola
155
Hamner
Grout -
' 7.G - 23.5
i 7.0
SILTY SAND, light brown to gray, some iron
sWining. wet, soh
SPT
2 3-"
7
2.0
Surface
_
Casing
20
SM
50
Riser-
147.6
SH
1 3
2.0
23.5 - 24-5
GC
235
SILTY SAND AND GRAVEL w7h day,
146.6
25
purplish brown, wet. stilt, rota fragments
o°paw
24.5
and quartz
G p
145
24.5-32.0
PARTIALLY WEATHERED ROCK, silty
jA
�DOQi
sand and gravel wih clay, purplish brown,
° av
wet, hard, rock fragments and quartz
v n p
GC
DA°an
SPT
50r3
5013
p
�pD
v�do
30
Q7 D
ao
dv
1
V°
C n
139.1
32.0 •37.0
32.G
BEDROCK, rudstone and shale. reddish
purple and light blue to green
SPT
5M
50/0
-2.0
BR
35
135
134.1
37.0 - 60.0
370
Terra natod mud rotary drilling and sell
surface casing to 37 feet
BR
Benton to -
BEDROCK, mudstone and shale, wet
40
Loq conGmred or next Pago
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Jeremy DeVore
DRILLING COMPANY: Parratt Wolff inc. CHECKED BY: David Reedy, P.G.
(#A=es
DRILLER: Kevin White DATE: 6/1107

RECORD OF BOREHOLE PZ-3D SHEET 2of 2
PROJECT: Progress Energy, Cape Fear DRILL RIG: CME 850 ATV NORTHING: 669,278.8 DEPTH W.L.: 2.6 ft
PROJECT NUMBER: 0636562002.202 DATE STARTED. 2/26107 EASTING: 1,988,780.3 ELEVATION W.L.: 171.3ft
DRILLED DEPTH: 60.0 ft DATE COMPLETED: 21,007 GS ELEVATION: 171.1 ft DATE W.L: 3QI07
LOCATION: Mo l we, NC TOC ELEVATION: 173.9 ft TIME W.L.: 9:43 am
SOIL PROFILE
SAMPLES
_
z
MONITORING WELL/
WELL
EIEV,
w-
jc
w
=�
w
,y
BLOWS
c.1
PIUOMETER
CONSTRUCTION
p
uj
DESCRIPTION
m
a O
J
Co
i1
per 6 in
N
DIAGRAM and NOTES
DETAILS
w
O
U'
DEPTH
O
Z
140'b hammy
(flI
30 :nch amp
40
37.0 - 60.0
WELL CASING
Terminated mue rolay dnlling and set
-Feet
13C
surface casing to 37 feel
MateqInterval
elena.: PVC
BEDROCK, TLdstane and shwa, wet
Diameter. T p :-Inch J
oint Type: Threadetl
(Continued)
WELL SCREEN
Interval: 45-60 Feet
Metenal: PVC
Diameter. 2-Isch
45
Slot Size: 0.01 C-Ind
End Cap: Threaded
125
FILTER PACK
Interval: 43-60 Feet
Type: #' Sanc
FILTER PACK SEAL
Interval: 34-43 Fee:
Type: 318-Inch Benolite Chip
50
BR
' •I
ANNULUS SEAL
Interval: 0-34 Feet
Type: Cement Grout
12C
Sand —
WELL COMPLETION
Pad: 3x3x0.5 Feet Concrete
Screen—
Protective Cmirg: 4-Incn.
Aluminum
DRILLING METHODS
Soil Dn IMud Rotary with
64rch bit
Rode DnIL II Downhole
Hammer
115
EO
1' 1 1
I
60.0: Terminated boring at 60 feet
Bonng cc npleted at 60.0 It
110
i
65
105
70
100
75
95
80
LOG SCALE: 1 in = 5 ft GA INSPECTOR: Jeremy DeVore
DRILLING COMPANY: Parratt Wolff Inc. CHECKED BY: David Reedy, P.G.
#A..;,d0WdE.&,S
DRILLER: Kevin White DATE: 6/1/07

RECORD OF BOREHOLE PZ-4 SHEET 1 of 1
PROJECT: Progress Energy, Cape Fear DRILL RIG: CME 850 ATV NORTHING: 668,139.8 PROJECT NUMBER 0636562002..202
DATE STARTED: 3/1/07 EASTING: 1,988,446.8 ELEVATION ON W.L.:f 165.6 ft
DRILLED DEPTH: 15.0 It DATE COMPLETED: 3W07 GS ELEVATION:
171.2 ft LOCATION: MarlDATE W.L.: 3/2/07
NC
TOC ELEVATION: 173.2 ft T1ME W.L.: 1 t33 am
Z
SOIL PROFILE
SAMPLES
C-
O
~ �
w .r
a
c9
ELf•'V.
X
w
BLOWS
MONITORING WELL/
PIEZObSETER
WEL
w
DESCRIPTION
u? �
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a.
per 6 in
N
u
w
DAGRAM and NOTES
CONSTRUCTION
DETAILS
DEPTH
5
0
(k)
110 16 Irerrurrsr
30 irxir
O.C-4.0
CW
SILTY CLAY, brain, medium plasticity,
I
Grout t WELL CASING
17C
moist, stile
Interval.-2.74-3 Feo;
I
Bentonite— Matena': PVC
CL
Demeter: 2-arc},
Joint Type: 'headed
WELL SCREEN
4-4.5
CL
167.2
3-3J-3
6
Interval 3-13 Feet
7
4.5
5
SILTY CLAY, molt - with broom end
o Material: PVC
Diameter: 2-Inch
rea8h orange, meddium plasticity, wet
Slot Size: 0.010-Inch
165
4.5 -
.5 .0
SILTY CLAY, gray, low plasicity, wet, sorne
End Cap: Threaded
organic -natera
CL
FILTER PACK
Interval: 2-13 Fee!
163 2
Sand— Type: K1 Sand
6.0 - 12.0
CLAYEY SILT, gray to brown with iron
8.0
Screen — FILTER PACK SEAL
staining, low to medium plasticity, stile
2-3-8�
9
Interval 1-2 Foot
20 Type, 318-Inch Bcntonilo Seal
10
ML
ANNULUS SEAL
Irvterval: 0-1
160
Type. Concrete Gro.rt
159.2
WELL COMPLETION
SILO - L
SILTY CLAY,
CLAY, Stay with iron staining,
72.0
Pad: 3x3x0.5 Feet Concrete
medum plasticity, wet
Protectrve Casing: 4-Inc^.
C l
2-2<-5
6
CollapsAluminum
I -Q'��— DRIWNG METHODS
2.0
15
1
Material Soil D II: 4.251nch ID HSA
15.C:
Rock Dnll: WA
Boning completec at ?5.0 It
155
20
150
25
'<5
r
30
i
i
i
140
35-
135
40
I
DeVore
LOG
SCALE:
1 in = 5 ft
GA
INSPECTOR:
Jeremy
DRILLING
COMPANY: Parratt Wolff Inc.
CHECKED
BY: David
Reedy,
P.G.
DRILLER:
Kevin White
DATE:
6/1/07
s�riOlI..�

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0
RECORD OF BOREHOLE PZ-5
SHEET 1 of 1
PROJECT: Progress Energy, Cape Fear
PROJECT NUMBER: 0636562G02.202
DRILL RIG: CME 850 ATV
NORTHING: 669,245.5
DEPTH W.L.: 0. 7.L ft
DRILLED DEPTH: 16.0 ft
DATE STARTED: 2128107
DATE COMPLETED: 3/2/07
ELEVATION W.L 169.1 ft
LOCATION: Moncure, NC
GS ELEVATION:
GS ELEVATION 17G.0
ION:5170.
ft DATE W.L.: W2107
TOC ELEVATION: 169.8 ft TIME W.L: 8:25 art
Z
SOIL
PROFILE
SAMPLES
C
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6r
v
U
2
ELEV.
¢
BLOWS
tW
MONITORING WWELL
O
w DESCRIPTION
W
L`�
0
O
m
j
a l per 6 in
N
O
W
PIEZOMETER
DIAGRAM and NOTES
CONSTRUCTION
DETAILS
CEPIHIr
2
0
1
Itti
140 lb harmer
30,,.hdmp
I , - 3.0
GRAVELLY FILL, reddish Drown, moist,
Grout —
WELL CASING
unconsolidated, trick fragments
Interval: 0.19-3 Feet
GIN
Ben:on�te -
Malendl: PVC
Rser
Diameter 24rch
167.0
Joint Type: Threaded
3.0 - 8.0
_ CLAYEY SILT, brown to redost brown and
3,0
WELL SCREEN
tan mtltle4 .ow Plasticity, moist
Interva': 3-13 Feet
Material: PVC
5 165
D.ameter. 2-Inch
ML
4-4-t3A
12
2'0
Slct Slze: C.010-Intl-
I
End Cap: Threadec
FILTER PACK
Interval: 2-13 Feet
162.0
Sand—
..I
Typo: #1 Sand
8.0 - 16.0
SILTY SAND, trow•n to ,ight gray and tan,
Screen—
-
FILTER PACK SEAL
8.0
wet
-'.,I
Interval: 1.2 Feet
Type: 3/8-Inch Benlonac Chip
1C 16C
.•
3-"-9
16
1 3
20
:.I
ANNULUSSEAL
J
Interval: 0-' Feel
Type: Cement Grad
SM
WELL COMPLETION
Pee: 2x2a0.5 Feet Concrete
-
Protective Cas:rg: 6-Inc4h
Manho:e
DRILLING METHODS
5 t55
C;ol:apseo _
Soil Drill 4.25-,n& ID HSA
2-2-2-2
4
00 Mwenal
Rock Drill: N/A
154.0
16.0
Bonrg completed at 16.0 h
2C-I-15C
25 --f-- .45
35 + 135
cc
tL
L.l
U
0
O t30
l
W LOG SCALE: 1 in = 5 ft GA INSPECTOR: Jeremy DeVore
DRILLING COMPANY: Parratt Wolff Inc. CHECKED BY: David Reedy, P.G.
DRILLER: Kevin White
m DATE: 6!1 /07 STSGS21cimes