WI0300104_Remedial Action Well Logs_20201026

APPENDIX C
Phase III Groundwater Remedial Action Well Logs
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
Q
=
Surf.
_
H
Elev.
U)
a
W
w
726
u
0
0
0
725
5
720
10
715
15
710
20
CL
CL
BORING LOG OF IW-7A
(Pagel of 4)
DATE START
: 10/25/13
DATE FINISH
: 11/1/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
Concrete floor slab with wire mesh reinforcement (7" thick)
SILTY CLAY, trace gravel, brown to red brown, moist, stiff to very stiff
DEPTH TO BOTTOM
: 70 feet
CASING LENGTH
: 26
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 44 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
DIORITE PORPHYRY AND SILTY CLAY, weathered bedrock material and silty
clay, brown to red brown, moist, stiff
Auger refusal at 13 feet
Well: I W-7A
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV. CED
evservices
F.ugineerrng oi- Ii?e Fiivrrmimeiif. Pit innhig far People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
20
CL
705
25
700
30
695
35
690
40
Wet at 20 feet
BORING LOG OF IW-7A
(Page 2 of 4)
DATE START
10/25/13
DATE FINISH
11/1/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 70 feet
CASING LENGTH
: 26
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 44 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: I W-7A
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite
" Open
lorehole

ADV. CED
eoServices
F.ugineerrng oi- Ii?e Fiivlrmaueiif. Pit innhig far People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
40
1685
45
680
50
675
55
670
BORING LOG OF IW-7A
(Page 3 of 4)
DATE START
10/25/13
DATE FINISH
11/1/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
Gravel layer encountered at 53 to 57 feet
DEPTH TO BOTTOM
: 70 feet
CASING LENGTH
: 26
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 44 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: I W-7A
Elev.: 726
4" Open
Borehole
60

ADV, CED
evServices
Engineering for the Environment. Planning for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
60
1665
65
660
70
655
75
650
BORING LOG OF IW-7A
(Page 4 of 4)
DATE START
10/25/13
DATE FINISH
11/1/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
END OF BORING AT 70'
DEPTH TO BOTTOM
: 70 feet
CASING LENGTH
: 26
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 44 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: I W-7A
Elev.: 726
4" Open
Borehole
80

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
BORING LOG OF IW-813
(Page 1 of 5)
DATE START
11/6/13
DATE FINISH
11/8/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
: 70
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 30 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
l—
w
w
LL Well: IW-813
Surf. = Elev.:726
H Elevv7 a DESCRIPTION
w 726 u W
0
Concrete floor slab with wire mesh reinforcement (6" thick)
SILTY CLAY, trace gravel, brown to red brown, moist, stiff to very stiff
725
CL
SILTY CLAY, trace gravel, tan to light brown, moist, stiff
5
720
1-
10
715
CL
15 WEATHERED BEDROCK AND SAPROLITIC SOILS, large weathered bedrock
fragments (>1/2 inch), some silty clay, brown to red brown
710 Wet at 15 feet
Saprolitic zone at 17-21 feet
20
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.ngineerrng oi- Ii?e Fiivlrmiirnu[. Pit innrug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
20
705
25
700
30
695
35
690
40
BORING LOG OF IW-813
(Page 2 of 5)
DATE START
11/6/13
DATE FINISH
11/8/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
Saprolitic zone at 17-21 feet
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
: 70
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 30 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-8B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.ngineerrng oi- Ii?e Fiivlrmiirnu[. Pit innrug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
40
1685
45
680
50
675
55
670
60
BORING LOG OF IW-813
(Page 3 of 5)
DATE START
11/6/13
DATE FINISH
11/8/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
: 70
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 30 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-8B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV. CED
eoServices
F.ugineerrng oi- Ii?e Fiivrrmaueuf. Pit inn ig far Praple.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
60
1665
65
660
70
655
75
650
80
BORING LOG OF IW-813
(Page 4 of 5)
DATE START
11/6/13
DATE FINISH
11/8/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
: 70
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 30 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-8B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite
" Open
lorehole

ADV _LACED
evservices
F.ugineerrng oi- Ii?e Fiivrrmimeiif. Pit innhig far People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
80
1645
85
.E
95
640
635
630
BORING LOG OF IW-813
(Page 5 of 5)
DATE START
11/6/13
DATE FINISH
11/8/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
: 70
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 30 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-8B
Elev.: 726
4" Open
Borehole
END OF BORING AT 100'

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
Q
=
Surf.
_
H
Elev.
07
a
W
w
726
u
0
0
0
725
5
720
10
715
15
710
20
CL
CL
BORING LOG OF IW-9A
(Pagel of 4)
DATE START
10/17/13
DATE FINISH
10/31/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
Concrete floor slab with wire mesh reinforcement (6" thick)
SILTY CLAY, trace gravel, brown to red brown, moist, stiff to very stiff
DEPTH TO BOTTOM
: 70 feet
CASING LENGTH
: 37
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 33 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
SILTY CLAY, trace gravel, tan to light brown, moist, moderately stiff to stiff
Well: I W-9A
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

DEPTH TO BOTTOM : 70 feet
ADV. &ER
BORING LOG OF IW-9A
CASING LENGTH :37
ices
(Page 2 of 4)
CASING MATERIAL : Black Steel
SCREEN LENGTH : 33 feet
DATE START : 10/17/13
DATE FINISH : 10/31/13
Eugiin or People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
DRILLING BY : Geologic Exploration
NORTHING Not Surveyed
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: I
W-9A
Surf.
=
Elev.:726
H
Elev.
07
0-
DESCRIPTION
w
726
u
W
20
SILTY CLAY, trace gravel, tan to light brown, moist, moderately stiff to stiff
705
25
CL
Wet at 25 feet
700
4" Black Steel
95% Portland
Cement/5%
>'
Bentonite
30
DIORITE PORPHYRY AND SILTY CLAY, weathered bedrock material and silty
clay, brown to red brown, moist, stiff
695
CL
DIORITE PORPHYRY, very hard, very fine fragments
35
690
DIORITE PORPHYRY AND SILTY CLAY, weathered bedrock material and silty
clay, brown to red brown, moist, stiff
4" Open
CL
Borehole
40

ADV, CED
evServices
Engineering for the Environment. Planning for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
40
1685
45
680
50
675
55
670
CL
BORING LOG OF IW-9A
(Page 3 of 4)
DATE START
10/17/13
DATE FINISH
10/31/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DEPTH TO BOTTOM
: 70 feet
CASING LENGTH
: 37
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 33 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
DIORITE PORPHYRY AND SILTY CLAY, weathered bedrock material and silty
clay, brown to red brown, moist, stiff
DIORITE PORPHYRY, very hard, very fine fragments
Well: I W-9A
Elev.: 726
4" Open
Borehole
60

ADV . cED
eoSer�ices
Engineering for the Environment. Planning for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
60
1665
65
660
70
655
75
650
BORING LOG OF IW-9A
(Page 4 of 4)
DATE START
10/17/13
DATE FINISH
10/31/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
END OF BORING AT 70'
DEPTH TO BOTTOM
: 70 feet
CASING LENGTH
: 37
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 33 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: I W-9A
Elev.: 726
4" Open
Borehole
80

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
Q
=
Surf.
_
H
Elev.
07
a
W
w
726
u
0
0
0
725
5
720
CL
10
715
15
710 1 CL
20
BORING LOG OF IW-10B
(Page 1 of 5)
DATE START
10/17/13
DATE FINISH
10/30/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
Concrete floor slab with wire mesh reinforcement (6" thick)
SILTY CLAY, trace gravel, brown to red brown, moist, stiff to very stiff
SILTY CLAY, trace gravel, tan to light brown, moist, stiff
DEPTH TO BOTTOM
: 101 feet
CASING LENGTH
: 70
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 31 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-10B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
Q
=
Surf.
_
H
Elev.
07
a
W
w
726
u
0
0
20
1705
25
700
30
695
35
690
40
CL
BORING LOG OF IW-10B
(Page 2 of 5)
DATE START
10/17/13
DATE FINISH
10/30/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
SILTY CLAY, trace gravel, tan to light brown, moist, stiff
DEPTH TO BOTTOM
: 101 feet
CASING LENGTH
: 70
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 31 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
WEATHERED BEDROCK AND SAPROLITIC SOILS, large weathered bedrock
fragments (>1/2 inch), some silty clay, brown to red brown
Well: IW-10B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.ngineerrng oi- Ii?e Fiivlrmiirnu[. Pit innrug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
40
1685
45
680
50
675
55
670
60
BORING LOG OF IW-10B
(Page 3 of 5)
DATE START
10/17/13
DATE FINISH
10/30/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 101 feet
CASING LENGTH
: 70
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 31 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-10B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV. CED
eoServices
F.ugineerrng oi- Ii?e Fiivrrmaueuf. Pit inn ig far Praple.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
60
1665
65
660
70
655
75
650
80
BORING LOG OF IW-10B
(Page 4 of 5)
DATE START
10/17/13
DATE FINISH
10/30/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 101 feet
CASING LENGTH
: 70
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 31 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-10B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite
" Open
lorehole

ADV. CED
eoServices
F.ugineerrng oi- Ii?e Fiivrrmaueuf. Pit inn ig far Praple.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
80
1645
85
.E
95
640
635
630
BORING LOG OF IW-10B
(Page 5 of 5)
DATE START
10/17/13
DATE FINISH
10/30/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
Fractured/broken zone at 98 feet
DEPTH TO BOTTOM
: 101 feet
CASING LENGTH
: 70
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 31 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-10B
Elev.: 726
4" Open
Borehole
END OF BORING AT 101'

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
Q
=
Surf.
_
H
Elev.
U)
a
W
w
726
u
0
0
0
725
5
720
10
715
15
710
20
CL
CL
BORING LOG OF IW-11A
(Pagel of 4)
DATE START
10/18/13
DATE FINISH
11/7/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
Concrete floor slab with wire mesh reinforcement (8" thick)
SILTY CLAY, trace gravel, brown to red brown, moist, stiff to very stiff
DEPTH TO BOTTOM
: 76 feet
CASING LENGTH
: 51
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 25 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
CLAY, trace gravel, trace silt, trace weathered bedrock fragments, dark brown,
moist, moderately stiff to stiff
Well: IW-11A
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
=
H
w
0
Surf.
Elev.
726
U)
u
Q
_
a
W
0
20
705
CL
25
1700
30
695
35
690
40
CL
BORING LOG OF IW-11A
(Page 2 of 4)
DATE START
10/18/13
DATE FINISH
11/7/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DEPTH TO BOTTOM
: 76 feet
CASING LENGTH
: 51
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 25 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
CLAY, trace gravel, trace silt, trace weathered bedrock fragments, dark brown,
moist, moderately stiff to stiff
SILTY CLAY, trace gravel, tan to light brown, moist, stiff
Wet at 26 feet
Well: IW-11A
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV, CED
evServices
Engineering for the Environment. Planning for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
40
1685
CL
45
680
50
675
55
670
60
BORING LOG OF IW-11A
(Page 3 of 4)
DATE START
10/18/13
DATE FINISH
11/7/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DEPTH TO BOTTOM
: 76 feet
CASING LENGTH
: 51
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 25 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
DIORITE PORPHYRY AND SILTY CLAY, weathered bedrock material and silty
clay, brown to red brown, moist, stiff
DIORITE PORPHYRY, very hard, very fine fragments
Well: IW-11A
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite
" Open
lorehole

ADV. CED
evServices
F.ugineerrng oi- Ii?e Fiivrrmimeiif. Pit innhig far People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
60
1665
65
660
70
655
75
650
BORING LOG OF IW-11A
(Page 4 of 4)
DATE START
10/18/13
DATE FINISH
11/7/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
Fracture zone 63 to 68 feet
END OF BORING AT 76'
DEPTH TO BOTTOM
: 76 feet
CASING LENGTH
: 51
CASING MATERIAL
: Black Steel
SCREEN LENGTH
: 25 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-11A
Elev.: 726
4" Open
Borehole
80

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
Q
=
Surf.
_
H
Elev.
07
a
W
w
726
u
0
0
0
725
5
720
CL
10
715
15
710
20
CL
BORING LOG OF IW-12B
(Page 1 of 5)
DATE START
10/22/13
DATE FINISH
11/6/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
Concrete floor slab with wire mesh reinforcement (8" thick)
SILTY CLAY, trace gravel, brown to red brown, moist, stiff to very stiff
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
76
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
SILTY CLAY, trace gravel, dark brown, trace red brown mottling, moist, stiff
Well: IW-12B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
Q
=
Surf.
_
H
Elev.
07
a
W
w
726
u
0
0
20
1705
25
700
30
695
35
690
40
CL
BORING LOG OF IW-12B
(Page 2 of 5)
DATE START
10/22/13
DATE FINISH
11/6/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
76
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
SILTY CLAY, trace gravel, dark brown, trace red brown mottling, moist, stiff
Wet at 25 feet
WEATHERED BEDROCK AND SAPROLITIC SOILS, large weathered bedrock
fragments (>1/2 inch), some silty clay, brown to red brown
Well: IW-12B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.ngineerrng oi- Ii?e Fiivlrmiirnu[. Pit innrug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
40
1685
45
680
50
675
55
670
60
BORING LOG OF IW-12B
(Page 3 of 5)
DATE START
10/22/13
DATE FINISH
11/6/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
76
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
WEATHERED BEDROCK AND SAPROLITIC SOILS, large weathered bedrock
fragments (>1/2 inch), some silty clay, brown to red brown
DIORITE PORPHYRY, very hard, very fine fragments
Well: IW-12B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite

ADV.CED
eoServices
F.ngineerrng oi- Ii?e Fiivlrmiirnu[. Pit innrug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
60
1665
65
660
70
655
75
650
80
BORING LOG OF IW-12B
(Page 4 of 5)
DATE START
10/22/13
DATE FINISH
11/6/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
76
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-12B
Elev.: 726
" Black Steel
5% Portland
:ement/5%
lentonite
" Open
lorehole

ADV _LACED
evServices
F.ugineerrng oi- Ii?e Fiivrrmimeiif. Pit innhig far People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
w
w
LL
Z
(�
=
Surf.
_
H
Elev.
07
0-
w
726
u
Of
80
1645
85
.E
95
640
635
630
BORING LOG OF IW-12B
(Page 5 of 5)
DATE START
10/22/13
DATE FINISH
11/6/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
DEPTH TO BOTTOM
: 100 feet
CASING LENGTH
76
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-12B
Elev.: 726
4" Open
Borehole
END OF BORING AT 100'

DEPTH TO BOTTOM : 110 feet
ADV. &ER
BORING LOG OF IW-14B
CASING LENGTH 92
ices
(Page 1 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 18 feet
DATE START : 10/19/13
DATE FINISH : 11/13/13
Eugiin or People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
DRILLING BY : Geologic Exploration
NORTHING Not Surveyed
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: IW-14B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
0
Topsoil and vegetation
CLAYEY SILT, trace sand, brown to dark brown, moist, stiff
ML
720
SILTY CLAY, trace gravel, red brown to dark brown, moist, stiff
5
CL
715
SILTY CLAY, trace gravel, tan to light brown, moist, stiff
10
;'
4" Black Steel
.''
95% Portland
Cement/5%
Bentonite
710
CL
15
Wet at 17 feet
705
20

DEPTH TO BOTTOM : 110 feet
ADV. &ER
BORING LOG OF IW-14B
CASING LENGTH 92
ices
(Page 2 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 18 feet
DATE START : 10/19/13
DATE FINISH : 11/13/13
Eugiin or People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
DRILLING BY : Geologic Exploration
NORTHING Not Surveyed
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: IW-14B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
20
SILTY CLAY, trace gravel, tan to light brown, wet, stiff
700
25
695
30
CIL
;'
4" Black Steel
.''
95% Portland
Cement/5%
Bentonite
690
35
685
40

DEPTH TO BOTTOM : 110 feet
ADV. &ER
BORING LOG OF IW-14B
CASING LENGTH 92
ices
(Page 3 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 18 feet
DATE START : 10/19/13
DATE FINISH : 11/13/13
F.ngin, or People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
NORTHING Not Surveyed
DRILLING BY : Geologic Exploration
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: IW-14B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
40
SILTY CLAY, trace gravel, tan to light brown, wet, stiff
680
CL
45
675
WEATHERED BEDROCK AND SAPROLITIC SOILS, large weathered bedrock
-_--:
fragments (>1/2 inch), some silty clay, tan to red brown
50
4" Black Steel
...
95% Portland
Cement/5%
Bentonite
670
55
665
60

DEPTH TO BOTTOM
: 110 feet
A V
&ERiees
BORING LOG
OF IW-14B
CASING LENGTH
92
(Page 4 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 18 feet
DATE START
DATE FINISH
: 10/19/13
: 11/13/13
F.ngineerrng oi-1lre Fnvlrmiirnu[. Pit in n ingfor People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD
: Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY
DRILLING BY
Craig Petko
: Geologic Exploration
NORTHING
EASTING
Not Surveyed
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER
: Johny Burr
SURVEYED TOIC
Not Surveyed
l—
w
w
LL
z_
H
a
w
0
:E
65
70
75
80
U
Surf. _
Elev. U a DESCRIPTION
723 U) W
660
655
650
645
WEATHERED BEDROCK AND SAPROLITIC SOILS, large weathered bedrock
fragments (>1/2 inch), some silty clay, tan to red brown
WEATHERED BEDROCK, diorite porphyry, large (>1/2 inch) fragments
Well: IW-14B
Elev.: 723
" Black Steel
5% Portland
:ement/5%
lentonite

11
:920feet
ADVT.DEPTH
&ER,
BORING LOG OF IW-14B
LENGTH
ces
(Page 5 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 18 feet
DATE START : 10/19/13
DATE FINISH : 11/13/13
F.ugLieerrng jca the Fiwirwaueul. Pkaiuiirg far People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
DRILLING BY : Geologic Exploration
NORTHING Not Surveyed
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: IW-14B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
80
WEATHERED BEDROCK, diorite porphyry, large (>1/2 inch) fragments
640
85
4" Black Steel
95% Portland
>' Cement/5%
DIORITE PORPHYRY, very hard, very fine fragments
Bentonite
635
90
630
95
- - =
4" Open
Borehole
625
100

DEPTH TO BOTTOM
:920feet
AD�I
LA&ER
BORING LOG OF IW-14B
CASING
ices
(Page 6 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 18 feet
DATE START : 10/19/13
DATE FINISH : 11/13/13
Engirieering for the Envlronrnenl. Pfanningjor People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
DRILLING BY : Geologic Exploration
NORTHING
EASTING
Not Surveyed
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC
Not Surveyed
w
w
LL
Well: IW-14B
Surf.
=
Elev.:723
H
Elev.
U) 0-
DESCRIPTION
w
723
u W
DIORITE PORPHYRY, very hard, very fine fragments
100
620
105
4" Open
Borehole
615
110
-,
END OF BORING AT 110'
610
115
605
120

DEPTH TO BOTTOM : 110 feet
ADV. &ER
BORING LOG OF IW-16B
CASING LENGTH 92
ices
(Page 1 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 18 feet
DATE START : 10/18/13
DATE FINISH : 11/13/13
Eugiin or People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
NORTHING Not Surveyed
DRILLING BY : Geologic Exploration
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well:
IW-16B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
0
Topsoil and vegetation
SILTY CLAY, trace sand, brown to red brown, moist, moderately stiff
720
5
CL
715
10
;'
4" Black Steel
.'-'
95% Portland
Cement/5%
Bentonite
710
SILTY CLAY, trace to little gravel, tan to light brown, trace brown mottling, moist,
stiff
CL
15
SILTY CLAY, trace gravel, brown, trace grey mottling, moist, stiff
CL
705
CLAYEY SAND, trace gravel, tan to light brown, wet, moderately loose
SC
Wet at 19 feet
20

DEPTH TO BOTTOM
: 110 feet
A V
&ERiees
BORING LOG
OF IW-16B
CASING LENGTH
92
(Page 2 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 18 feet
DATE START
DATE FINISH
: 10/18/13
: 11/13/13
F.ngineerrng oi-1lre Fnvlrmiirnu[. Pit in n ingfor People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD
: Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY
DRILLING BY
Craig Petko
: Geologic Exploration
NORTHING
EASTING
Not Surveyed
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER
: Johny Burr
SURVEYED TOIC
Not Surveyed
1—
w
w
LL
z_
a
w
0
01
25
30
35
40
U
Surf. _
Elev. U a
723 U) W
700
695
690
685
SC
DESCRIPTION
CLAYEY SAND, trace gravel, tan to light brown, wet, moderately loose
Well: IW-16B
Elev.: 723
" Black Steel
5% Portland
:ement/5%
lentonite

DEPTH TO BOTTOM
: 110 feet
A V
&ERiees
BORING LOG
OF IW-16B
CASING LENGTH
92
(Page 3 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 18 feet
DATE START
DATE FINISH
: 10/18/13
: 11/13/13
F.ngineerrng oi-1lre Fnvlrmiirnu[. Pit in n ingfor People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD
: Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY
DRILLING BY
Craig Petko
: Geologic Exploration
NORTHING
EASTING
Not Surveyed
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER
: Johny Burr
SURVEYED TOIC
Not Surveyed
1—
w
w
LL
z_
a
w
0
:L
45
50
55
60
U
Surf. _
Elev. U a
723 U) W
680
675
670
665
SC
DESCRIPTION
CLAYEY SAND, trace gravel, tan to light brown, wet, moderately loose
Trace dark brown mottling at 55 feet
Well: IW-16B
Elev.: 723
" Black Steel
5% Portland
:ement/5%
lentonite

DEPTH TO BOTTOM
: 110 feet
A V
&ERiees
BORING LOG
OF IW-16B
CASING LENGTH
92
(Page 4 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 18 feet
DATE START
DATE FINISH
: 10/18/13
: 11/13/13
F.ngineerrng oi-1lre Fnvlrmiirnu[. Pit in n ingfor People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD
: Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY
DRILLING BY
Craig Petko
: Geologic Exploration
NORTHING
EASTING
Not Surveyed
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER
: Johny Burr
SURVEYED TOIC
Not Surveyed
1—
w
w
LL
z_
a
w
0
:E
65
70
75
80
U
Surf. _
Elev. U a
723 U) W
660
655
650
645
SC
DESCRIPTION
CLAYEY SAND, trace gravel, tan to light brown, trace dark brown mottling, wet,
moderately loose
WEATHERED BEDROCK, diorite porphyry, large (>1/2 inch) fragments
Well: IW-16B
Elev.: 723
" Black Steel
5% Portland
:ement/5%
lentonite

DEPTH 11
:920feet
ADV N+CED
BORING LOG OF IW-16B
LENGTH
evsces
(Page 5 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 18 feet
DATE START : 10/18/13
DATE FINISH : 11/13/13
F.ugLieerrng jca the Fiwirwaueul. Pkaiuiirg far People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
DRILLING BY : Geologic Exploration
NORTHING Not Surveyed
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: IW-16B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
80
WEATHERED BEDROCK, diorite porphyry, large (>1/2 inch) fragments
640
85
4" Black Steel
95% Portland
>' Cement/5%
DIORITE PORPHYRY, very hard, very fine fragments
Bentonite
635
90
630
95
- - =
4" Open
Borehole
625
100

DEPTH TO BOTTOM
: 110 feet
ADV.
&ER
BORING LOG OF IW-16B
CASING LENGTH
92
ices
(Page 6 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 18 feet
DATE START : 10/18/13
DATE FINISH : 11/13/13
Eugiin or People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
NORTHING
Not Surveyed
DRILLING BY : Geologic Exploration
EASTING
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC
Not Surveyed
w
w
LL
Well: IW-16B
Surf.
=
Elev.:723
H
Elev.
U) 0-
DESCRIPTION
w
723
u W
DIORITE PORPHYRY, very hard, very fine fragments
100
620
105
4" Open
Borehole
615
110
END OF BORING AT 110'
610
115
605
120

DEPTH TO BOTTOM
: 110 feet
A V
&ERiees
BORING LOG
OF IW-18B
CASING LENGTH
:86
(Page 1 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
DATE START
DATE FINISH
: 10/16/13
: 11/13/13
F.eagin verrng m-1he Frrvirmiineu[. Pit inniug for People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD
: Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY
DRILLING BY
Craig Petko
: Geologic Exploration
NORTHING
EASTING
Not Surveyed
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER
: Johny Burr
SURVEYED TOIC
Not Surveyed
1—
w
w
LL
z_
H
a
LU
n
1
5
10
15
20
Surf
Elev
723
720
715
710
705
U
C/) a
U
DESCRIPTION
Topsoil and vegetation
SANDY SILT, trace clay, red to red brown, dry to moist, moderately stiff
SM
SAND, trace rock fragments, brown, loose to moderately stiff, dry to moist
SM
Well: IW-18B
Elev.: 723
" Black Steel
5% Portland
:ement/5%
lentonite

DEPTH TO BOTTOM : 110 feet
ADV. &ER
BORING LOG OF IW-18B
CASING LENGTH :86
ices
(Page 2 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 24 feet
DATE START : 10/16/13
DATE FINISH : 11/13/13
Eugiin or People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
NORTHING Not Surveyed
DRILLING BY : Geologic Exploration
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: IW-18B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
20
SILTY CLAY, trace to little gravel, brown to red brown, trace brown mottling,
moist to wet, stiff
700
25
695
30
CIL
;'
4" Black Steel
.'-'
95% Portland
Cement/5%
Bentonite
Wet at 32 feet
690
35
685
40

DEPTH TO BOTTOM : 110 feet
ADV. &ER
BORING LOG OF IW-18B
CASING LENGTH :86
ices
(Page 3 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 24 feet
DATE START : 10/16/13
DATE FINISH : 11/13/13
Eugiin or People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
NORTHING Not Surveyed
DRILLING BY : Geologic Exploration
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well: IW-18B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
40
CLAYEY SILT, trace gravel, brown to red brown, wet, stiff
680
45
675
ML
50
;
4" Black Steel
.''
95% Portland
Cement/5%
Bentonite
670
55
DIORITE PORPHYRY, very hard, very fine fragments
665
60

ADV.CED
eoServices
F.ngineerrng oi- Ii?e Fiivlrmiirnu[. Pit innrug for People.
Advanced GeoServices
1055 Andrew Drive
West Chester, PA 19380
Pelton and Crane
Project No. 2004-1292
1—
w
w
LL
z_
H
a
Lu
n
:1
65
70
75
80
Surf
Elev
723
660
655
650
645
U
U) a
U) Of
=) (D
BORING LOG OF IW-18B
(Page 4 of 6)
DATE START
10/16/13
DATE FINISH
11/13/13
DRILLING METHOD
: Air Rotary/8-inch Auger
LOGGED BY
Craig Petko
DRILLING BY
: Geologic Exploration
DRILLER
: Johny Burr
DESCRIPTION
DIORITE PORPHYRY, very hard, very fine fragments
Soft/weathered zone from 61-63 feet
DEPTH TO BOTTOM
: 110 feet
CASING LENGTH
: 86
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
SCREEN MATERIAL
: Open Borehole
SLOT SIZE
NA
SURVEY BY
: Not Surveyed
NORTHING
Not Surveyed
EASTING
Not Surveyed
SURVEYED TOIC
Not Surveyed
Well: IW-18B
Elev.: 723
" Black Steel
5% Portland
:ement/5%
lentonite

DEPTH TO BOTTOM :860feet
ADV N&ER,
BORING LOG OF IW-18B
CASING
ces
(Page 5 of 6)
CASING MATERIAL Black Steel
SCREEN LENGTH : 24 feet
DATE START : 10/16/13
DATE FINISH : 11/13/13
F.ugLieerrng jca the Fiwirwaueul. Pkaiuiirg far People.
SCREEN MATERIAL : Open Borehole
SLOT SIZE NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY : Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
DRILLING BY : Geologic Exploration
NORTHING Not Surveyed
EASTING Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC Not Surveyed
w
w
LL
Well:
IW-18B
Surf.
=
Elev.:723
H
Elev.
U)
0-
DESCRIPTION
w
723
u
W
80
DIORITE PORPHYRY, very hard, very fine fragments
640
4" Black Steel
>' 95% Portland
Cement/5%
Bentonite
85
tL
635
90
630
4" Open
Borehole
95
625
100

DEPTH TO BOTTOM
: 110 feet
ADV.
&ER
BORING LOG OF IW-18B
CASING LENGTH
:86
ices
(Page 6 of 6)
CASING MATERIAL
Black Steel
SCREEN LENGTH
: 24 feet
DATE START : 10/16/13
DATE FINISH : 11/13/13
Eugiin or People.
SCREEN MATERIAL
SLOT SIZE
: Open Borehole
NA
Advanced GeoServices
1055 Andrew Drive
DRILLING METHOD : Air Rotary/8-inch Auger
SURVEY BY
: Not Surveyed
West Chester, PA 19380
LOGGED BY Craig Petko
NORTHING
Not Surveyed
DRILLING BY : Geologic Exploration
EASTING
Not Surveyed
Pelton and Crane
Project No. 2004-1292
DRILLER : Johny Burr
SURVEYED TOIC
Not Surveyed
w
w
LL
Well: IW-18B
Surf.
=
Elev.:723
H
Elev.
U) 0-
DESCRIPTION
w
723
u W
DIORITE PORPHYRY, very hard, very fine fragments
100
620
105
4" Open
Borehole
615
110
END OF BORING AT 110'
610
115
605
120

APPENDIX D
Field Implementation Summary
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

APPENDIX D.1
Overburden and Transition Zone Fracturing and Injection
Activities
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

Field Implementation Summary
Former Pelton & Crane Facility
Charlotte, North Carolina
Former Pelton & Cane Facility
Site Map
F r
uge o�
�jg glp R e o yam
r19 zj x sg n¢
4
H g
C3 V
~�-
o � -
� I i
ill
+ 1 �
+ Ij '
I 1 '
r I'
' b
I • C7
•u z
•$ a �1
N •.
--------------------- -----
CLANTON ROAD
u�
FORMER PELTON AND CRANE ADD PROPOSED OVERBURDEN AND
BEDROCK TRANSITION ZONE
FACILITY . PHASE III INJECTION LOCATIONS
PRCECT MANAUFR: S.W.N, scHLE. 1- . loll
Charlotte, North Carolina G,p ry reignb."
CHECKEa BY: B-B.B- PROJECT NUMBER: 20W-1742
e,eennm e,nenvee._ou:.�m.
pR1Wry BYE C.E.P. PATE'

Pneumatic Fracturing and Dilute EVO-BICARB Injection Summary
AGS, Former Pelton Crane Facility, Charlotte, North Carolina
Pneumatic Fracture Events
Dilute EVO-BICARB Injection Data
Comments
Fracture Data
Surface Heave Max / Res
Inches
Monitoring Well Pressure Influence Data, PSI
Date
Borehole
Interval, It
b s
Initiation Pressure,
PSI
Maintenance
Pressure, PSI
Heave Pt
1
Heave Pt 2
Heave Pt 3
IW -18B
MW - 4
IW - 16B
MW- 16
IW - 9A
MW - 53
MW - 21
MW - 4I
MW-57
MW-3
Date
Borehole
Interval (it
b s
Dilute EVO Injected
(gals)Injected
BICARB Solution
(gals)GP
Flowrate
Injection Pressure
PS
01/13/14
01/l4/14l/l4/2014
IW - 260B
74 - 77
400
350
.00/.00
.10/.00
.00/.00
0
>0
0
6
1/13/2014
IW - 260B
74 - 77
57
115
5
0-10
Back pressure. Amendment comes a hole. No2zle clogged.
71 - 74
120
110
.00/.00
.00/.00
.00/.00
0
0
0
>0
71 - 74
57
115
7-10
25-75
Back pressure.
68 - 71
280
220
.00/.00
.00/.00
.00/.00
0
10
0
1
-
-
-
-
-
-
68 - 71
57
115
7-10
40-60
Back pressure.
65 - 68
260
225
.10 / .00
.00 / .00
.00/.00
0
0
0
0
65 - 68
57
115
R - 12
40-60
Back pressure.
62 - 65
260
225
.00/.00
.00/.00
.00/.00
0
0
0
0
62 - 65
Pushed packer up MW-16 10"
01/15/14T
RF - 250ISIW
325
240
.00/.00
.00/.00
.00/.00
0
0
>200
6/2014
- 250B
63 - 66
57
5
0 -
Target volumes achieved.
60 - 63
315
290
.00/.00
.00/.00
.00/.00
-
>0
0
25
-
-
-
-
-
60 - 63
57
115
5
0-10
Target volumes achieved.
57-60
245
230
.00/.00
.051.00
.00/.00
3
0
50
57-60
57
115
5
10-40
Target volumes achieved.
54-57
225
220
.00/.00
.051.00
.00/.00
0
0
50
54-57
57
115
5
30 - 50
Target volumes achieved.
51 -54
215
215
.00/.00
.051.00
.00/.00
>0
l
50
1/17/2014
51 - 54
57
115
5
45
Target volumes achieved.
48 - 51
210
210
.00/.00
.00/.00
.00/.00
>0
0
50
48 - 51
57
115
5
45
Target volumes achieved.
45 - 48
215
215
.00/.00
.00/.00
.00/.00
>0
0
50
45 - 48
57
115
5 - 7
45
Bentonite possiblycomingu MW-21
01 16 1 1
42 - 45
225
210
.00/.00
.00/.00
.00/.00
-
L5
0
30
-
-
-
-
-
-
42 - 45
57
115
5 -7
45
Greymatter from MW-21
39 - 42
210
210
.10/.00
.00/.00
.00/.00
0
0
20
39 - 42
57
115
5 - 7
45
Nitrogen comingout hand cleared hole.
36 - 39
210
210
.10/.00
.501.00
.00/.00
>0
0
15
36 - 39
57
115
5 - 7
40
Blow -by. More a material from MW-21
33 - 36
33 - 36
57
115
5 -7
30-40
Target volumes achieved.
30-33
30 - 33
57
115
5 - 7
30 - 40
Tar et volumes achieved.
27-30
27-30
57
115
5 - 7
30
Target volumes achieved.
24-27
1/20/2014
24-27
57
115
5-7
0-25
Da ]i [from IW-16B ad
21- 24
18 - 21
-
-
260
.00/.00
.00 / .00
.00 / .00
0
>0
0
21 - 24
57
115
5-7
0 - 25
Daylight from IW - 16B ad and numerous spots from ground, client said done w/ hole
>0
18 - 21
40
0
5-7
0-25
Target volumes achieved.
01 /21/14
IW - 260B Oft Set
62 - 65
275
1/22/2014
IW - 260B
62 - 65
74
115
5 - 7
70 - 100
Nitrogen Blow -by
59 - 62
275
260
.00/.00
.00/.00
.00/.00
0
0
0
>0
59 - 62
57
115
5 -7
40 - 70
Target volumes achieved.
56 - 59
265
250
.00/.00
.00/.00
.00/.00
0
0
0
>0
56 - 59
57
115
5 - 7
40 - 70
Target volumes achieved.
53 - 56
250
225
.10/.00
.05 / .00
.00/.00
0
0
0
>0
1/23/2014
53 - 56
57
115
5 -7
40-60
Target volumes achieved.
50 - 53
265
225
.00/.00
.00/.00
.00/.00
>0
0
0
>0
50 - 53
57
115
5 - 7
30 - 50
Target volumes achieved.
47 - 50
255
220
.00/.00
.00/.00
.00/.00
>0
2
0
>0
47 - 50
57
115
5 -7
10 - 20
Target volumes achieved.
44 - 47
225
200
.00/.00
.00/.00
.00/.00
>0
1
0
>0
44 - 47
57
115
5 -7
30 - 50
Target volumes achieved.
41- 44
220
190
.00/.00
.00/.00
.00/.00
>0
>0
0
15
41- 44
57
115
5 -7
30-50
Target volumes achieved.
38 - 41
210
175
.00 / .00
.00 / .00
.00/.00
>0
7
1 0
5
38 - 41
57
115
5 -7
30-50
Target volumes achieved.
35 - 38
175
160
.00/.00
.00/.00
.00/.00
>0
11
0
>0
35 - 38
57
115
5 -7
30-50
Target volumes achieved.
32 - 35
165
140
.00/.00
.00/.00
.00 / .00
>0
>0
0
>0
32 - 35
57
115
5 - 7
10-40
Target volumes achieved.
01/22/14
29 - 32
145
115
.10/.00
.00/.00
.00/.00
0
0
0
15
29 - 32
57
115
5 -7
20-40
Target volumes achieved.
26 - 29
115
Ito
.25/.00
.10/.00
.00/.00
0
L5
0
0
1/24/2014
26 - 29
57
115
5 -7
20-40
Target volumes achieved.
23-26
Ito
Ito
.10/.00
.20/.00
.00/.00
0
>0
0
0
-
-
-
-
-
-
23-26
57
115
5-7
10-30
Daylight mbet gallons from around MINT -4 PAD
20 - 23
75
75
.10/.00
.10/.00
.00/.00
0
>0
0
0
20 - 23
57
115
5 - 7
10
Daylight 15' from borehole.
17 - 20
17 - 20
57
115
5 - 7
10 - 20
Target volumes achieved.
14 - 17
14 - 17
57
40
5 -7
10-20
Uncontrolled daylight. Did not reach injection goal.
1/25/2014
IW - 230B
0
3
.051.00
.00 / .00
.00 / .00
3
2
1/26/2014
IW - 230B
115
1
Blow -by. Very tight formation.
60 - 63
225
215
.00/.00
.00/.00
.00/.00
4
2
60 - 63
57
115
5
10-20
Da li htin .
57-60
175
175
.00/.00
.00/.00
.00/.00
l
l0
57 - 60
57
115
5
10-20
Pulled all casing. Still da li htin
54-57
125
125
.00/.00
.00/.00
.00/.00
0
>0
54-57
57
115
5
10-20
Da li tin .
51 -54
140
140
.00/.00
.00/.00
.00/.00
0
4
51 - 54
57
115
5
5 - 10
Da li tin .
48 - 51
125
125
.00/.00
.00/.00
.00/.00
0
>0
48 - 51
57
115
5
0-10
Blow -by. Da li htin .
45 - 48
125
125
.00/.00
.00/.00
.00 / .00
-
-
-
-
-
-
-
-
0
2
45 - 48
57
115
5 -7
0-10
Target volumes achieved.
42 - 45
27/2014
42 - 45
57
115
5 -7
0-10
Target volumes achieved.
39 - 42
39 - 42
57
115
5 -7
0-10
Target volumes achieved.
36 - 39
-
-
-
-
-
-
-
-
-
-
-
-
-
-
36 - 39
57
115
5 -7
0-10
Target volumes achieved.
33 - 36
id
33 - 36
57
115
5 - 7
0 - 10
Target volumes achieved.
30-33
30-33
57
115
5 -7
50
Target volumes achieved.
27-30
27-30
57
30
5 -7
60
Da li htin . Did not reach injections goals.
24 - 27
66 - 69
310
300
.00/.00
.00/.00
.00 / .00
0
0
1/28/2014
2 3 /2014
24 - 27
27
0
5 -7
40-70
Daylighting. Did not reach injections goals.
01 28i 14
IW- 2406
5
IW -240B
66 - 69
57
115
5
70 - 80
Target volumes achieved.
63 - 66
265
255
.00/.00
.00/.00
.00/.00
0
0
>0
63 - 66
57
115
5
70 - 80
Blow -by
60 - 63
225
225
.00/.00
.00/.00
.00/.00
0
0
0
60 - 63
57
115
5
30-50
Target volumes achieved.
57-60
215
215
.00/.00
.00/.00
.00/.00
0
0
0
57-60
57
115
5
50-60
Connected to MW-21. No injections
54-57
54-57
No fracture or injections per client request
51 -54
51-54
No fracture or injections per client request
48 - 51
210
200
.00/.00
.00/.00
.00 / .00
>0
0
5
48 - 51
57
115
5
40-50
Target volumes achieved.
01 /29/14
45 - 48
180
170
.00/.00
.00/.00
.00/.00
-
0
1 0
4
-
-
-
-
-
-
2/4/2014
45 - 48
57
115
5 -7
30
Target volumes achieved.
42 - 45
170
170
.00/.00
.00/.00
.00/.00
0
0
>0
42 - 45
57
115
5 -7
40-50
Target volumes achieved.
39 - 42
180
140
.00/.00
.00/.00
.05 / .00
0
0
>0
39 - 42
57
115
5 -7
30-40
Target volumes achieved.
36 - 39
175
160
.00/.00
.00/.00
.00/.00
0
0
3
36 - 39
57
115
5 -7
60 - 80
Target volumes achieved.
33 - 36
155
150
.00/.00
.00/.00
.00 / .0o
0
0
0
33 - 36
57
1 115
5 -7
30-50
Target volumes achieved.
30-33
155
145
.00/.00
.00/.00
.00/.00
>0
0
>0
30-33
57
115
5 - 7
30-40
Daylight during EVO. Exposing acker stopped issues. 20 min wait
27-30
145
140
.00/.00
.10/.00
.00/.00
>0
0
0
27-30
57
115
5 - 7
30-40
Injections had no problems. Waited 15 Minutes Between Intervals
24 - 27
130
125
.00/.00
.051.00
.10 / .10
>0
0
>0
24 - 27
40
0
5 - 7
20-30
Uncontrolled daylight. Did not reach injection goal.
21 - 24
130
120
.00 / .00
A 5 1.05
.051.05
0
0
0
21-24
57
0
5-7
0
Uncontrolled daylight. Did not reach injection goal. Client requests abondment
02/06/14
INN - 190 B
42 - 45
185
160
.00/.00
.00/.00
.00 / .00
0
0
>o
2/10/2014
IW -190B
42 - 45
57
115
5-7
45
Changed to grundfos for injections.
39 - 42
140
140
.00/.00
.00/.00
.00/.00
0
0
>0
39 - 42
57
115
20
45
Target volumes achieved.
36 - 39
150
140
.00/.00
.00/.00
.00/.00
>0
>0
>0
36 - 39
57
115
20
40
Target volumes achieved.
33 - 36
130
125
.00/.00
.00/.00
.00/.00
0
0
0
33 - 36
57
115
20
40
Target volumes achieved.
30-33
120
115
.00/.00
.00/.00
.00/.00
>0
>0
>0
30-33
57
115
20
40
Target volumes achieved.
02/07/14
27-30
120
120
.00/.00
.00/.00
.00/.00
-
-
-
-
0
0
-
0
-
-
27 - 30
57
115
20
40
Target volumes achieved.
24 - 27
110
n0
.00 / .00
.00 / .00
.00/.00
0
0
0
24 - 27
57
20
40
Target volumes achieved.
02/11/14
INN -210B
36 - 39
145
125
.00/.00
.00/.00
.00/.00
>0
0
-0
2/11/2014
IW-210B
36 - 39
57
115
' 0
0
Target volumes achieved.
33 - 36
145
140
.00/.00
.00/.00
.00 / .00
0
0
1 1
33 - 36
57
115
' 0
0
Good fracture. MW-21 contious to build pressure.
30-33
130
125
.00/.00
.051.00
.00/.00
0
0
12
30-33
57
115
'0
0
Target volumes achieved.
27-30
120
115
.00 / .00
.05 / .00
.00/.00
1 1
0
6
27 - 30
115
' 0
0
Target volumes achieved.
24-27
120
115
.00/.00
.00/.00
.00/.00
0
0
12
25-27
-
115
'0
0
Tar et volumes achieved.
u2, 12
INN - 200 B
43 - 46
160
155
.00/.00
.00/.00
.00/.00
14
>0
0
>0
2/12/2014
IW - 20 OB
43 - 46
57
115
20
0
olumes achieved.
40 - 43
170
160
.00/.00
.00/.00
.00/.00
>0
0
>0
>0
57
115
20
0
Target volumes achieved.
37 - 40
170
150
.00/.00
.00 / .00
.00 / .0o
>0
0
0
3
57
115
20
0
Lots of nitrogen u borehole when ackers deflated
34 - 37
160
150
.00 / .00
.00 / .00
.00 / .00
>0
0
0
2
57
115
20
0
Target volumes achieved.
31 - 34
135
105
.00 / .00
.00 / .o0
.00 / .00
>0
0
0
1
2252�
57
115
20
0
Target volumes achieved.
07 13,' 14
28 - 31
110
105
.00/.00
.00/.00
.00 / .00
-
0
-
-
-
>0
0
>0
-
-
2/13/2014
57
115
20
0
Target volumes achieved.
25 - 28
105
95
.00 / .00
.00 / .00
.00 / .00
0
0
0
2
57
1 115
1 20
1 0
1 Target volumes achieved.
>0 indicates positive pressure below gauge threshold

200
180
160
140
120
a
3 100
a�
a 80
60
40
20
0
0
P-IW191
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-19OB
42 - 45 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1000
900
800
700
600
500 (;
L
3
400 0
u-
300
200
100
0
30

160
140
120
_ 100
U)
a
3 80
a�
a 60
40
20
Of
0
P-IW 192
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-19OB
39 - 42 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
:of
700
e
500
E
400 (;
L
3
0
300 u-
200
100
E- 0
30

160
140
120
_ 100
U)
a
3 80
a�
a 60
40
20
04
0
P-IW 193
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-19OB
36 - 39 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
:of
700
e
500
E
400 (;
L
3
0
300 u-
200
100
-�- 0
30

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW 194
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-19OB
33 - 36 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW 195
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-19OB
30 - 33 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
M
.Of
400
aD
L
300 30
200
100
M
u-

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW 196
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-19OB
27 - 30 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW 197
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-19OB
25 - 27 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
M
u-

180
160
140
120
Cn
a 100
60
40
20
0
0
P-IW201
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-20OB
46 - 43 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
900
800
700
600
E
500 N
aD
400 3
0
LL
90111 •
200
100

180
160
140
120
U)
a 100
60
40
20
0
0
P-IW202
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-20OB
43 - 40 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
900
800
700
600
E
500 N
aD
400 3
0
LL
90111 •
200
100

180
160
140
120
U)
a 100
60
40
20
0
0
P-IW203
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-20OB
37 - 40 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
900
800
700
600
E
500 N
aD
400 3
0
LL
90111 •
200
100
.a

180
160
140
120
U)
a 100
60
40
20
0
0
P-IW204
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-20OB
34 - 37 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
900
800
700
600
E
500 N
aD
400 3
0
LL
90111 •
200
100
" 0
30

160
140
120
_ 100
U)
a
3 80
a�
a 60
40
20
0 1.
0
P-IW205
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-200B
31 - 34 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
:of
700
e
500
E
400 (;
L
3
0
300 u-
200
100

160
140
120
_ 100
U)
a
3 80
a�
a 60
20
0 4
0
P-IW212
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-21OB
33 - 36 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
:of
700
e
500
E
400 (;
L
3
0
300 u-
200
100

160
140
120
_ 100
U)
a
3 80
a�
a 60
20
0 -�
0
P-IW213
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-21OB
30 - 33 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
:of
700
e
500
E
400 (;
L
3
0
300 u-
200
100
CIS

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW214
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-21OB
27 - 30 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
M
u-

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW215
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-21OB
25 - 27 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-23OB
63 - 66 ft. bgs.
400
350
300
_ 250
U)
a
3 200
a�
a 150
100
50
C
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW231
2100
:11
1500
E
1200 (;
L
3
0
900 u-
.11
K11
M1

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-23OB
63 - 60 ft. bgs.
350
300
250
a 200
m
L
N
150
a
100
50
0
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW232
1400
1200
1000
800
aD
L
600 30
400
200
M1
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-23OB
57 - 60 ft. bgs.
250
200
150
Fn
50
C
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW233
1500
1200
900
(D
L
3
600 2
u-
01I1)
0

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW234
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-23OB
54 - 57 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-23OB
51 - 54 ft. bgs.
160
140
120
_ 100
U)
a
3 80
a�
a 60
Rol
20
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW235
:11
700
•11
E
400 (;
L
3
0
300 u-
200
100
M1

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW236
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-23OB
48 - 51 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW237
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-23OB
45 - 48 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
66 - 69 ft. bgs.
350
300
250
a 200
m
L
N
150
a
100
50
0
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW241
1400
1200
1000
800
aD
L
600 30
400
200
M
u-

300
250
200
U)
a
3 150
a�
a
100
50
0
0
P-IW242
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
63 - 66 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1200
1000
IM
600 (;
L
EAl fiss
WI
M
3
0
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
60 - 63 ft. bgs.
250
200
150
Fn
50
C
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW243
800
600
aD
L
3
400 2
u-
I•ss
0

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
48 - 51 ft. bgs.
250
200
150
Fn
50
C
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW245
750
•11
450
aD
L
3
300 2
u-
150
0

200
180
160
140
120
a
3 100
a�
a 80
60
40
20
0
0
P-IW246
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
45 - 48 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1000
900
800
700
600
500 (;
L
3
400 2
u-
300
200
100
0
30

200
180
160
140
120
a
3 100
a�
a 80
60
40
20
0
0
P-IW247
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
42 - 45 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1000
900
800
700
600
500 (;
L
3
400
u-
300
200
100
0
30

200
180
160
140
120
a
3 100
a�
a 80
60
40
20
0
0
P-IW248
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
39 - 42 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1000
900
800
700
600
500 (;
L
3
400
u-
300
200
100
0
30

200
180
160
140
120
a
3 100
a�
a 80
60
40
20
0
0
P-IW249
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
36 - 39 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1000
900
800
700
600
500 (;
L
3
400 2
u-
300
200
100
0
30

180
160
140
120
Cn
a 100
60
40
20
0
0
P-IW2410
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
33 - 36 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
it
900
800
700
600
E
500 N
aD
400 3
0
LL
M111M
200
100

180
160
140
120
U)
a 100
60
40
20
0
0
P-IW2411
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
30 - 33 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
900
800
700
600
E
500 N
aD
400 3
0
LL
90111 •
200
100

160
140
120
_ 100
U)
a
3 80
a�
a 60
40
20
we
P-IW2412
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-240B
27 - 30 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
I
700
500
E
400 (;
L
3
0
300 u-
200
100

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW2413
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
24 - 27 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW2414
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-24OB
21 - 24 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
63 - 66 ft. bgs.
400
350
300
_ 250
U)
a
3 200
a�
a 150
100
50
C
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW251
1600
1400
1200
1000
E
800 (;
L
3
0
600 u-
yes
200
M

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
60 - 63 ft. bgs.
350
300
250
a 200
m
L
N
150
a
100
50
0
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW252
2100
1800
1500
1200
aD
L
900 30
300
M1
u-

300
250
200
U)
a
3 150
a�
a
100
50
0
0
P-IW253
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
57 - 60 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1200
1000
IM
600 (;
L
EAl fiss
WI
M
3
0
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
54 - 57 ft. bgs.
250
200
150
Fn
m
a�
a 100
�Mt
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW254
1000
750
500 (;
L
250
3
0
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
51-54 ft. bgs.
250
200
150
Fn
50
I
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW255
800
600
aD
L
3
400 2
u-
I•ss
0

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
48 - 51 ft. bgs.
250
200
150
Fn
50
C
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW255
1500
1200
g00
(D
L
3
600 2
u-
01I1)
0

300
250
200
Cn
a
3 150
a�
a
100
50
0
0
P-IW257
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
45 - 48 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1200
1000
IM
600 (;
L
EAl fiss
WI
M
3
0
u-

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
42 - 45 ft. bgs.
250
200
150
Fn
50
C
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW258
1500
1200
g00
(D
L
3
600 2
u-
01I1)
0

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
39 - 42 ft. bgs.
250
200
150
Fn
50
1❑
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW259
1250
1000
750
aD
L
3
500 2
u-
47911 ♦
0

U)
a
300
250
200
100
50
J
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-25OB
36 - 39 ft. bgs.
0 5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW2510
25
1200
1000
:11
E
600
CD
400
200
7- 0
30
3
0
U-

450
400
350
300
U)
a 250
m
L
vi 200
a�
a
150
100
50
0
0
P-IW261
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
74 - 77 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1800
1600
1400
1200
E
1000 N
aD
800 3
0
U-
400
MI
M

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
68 - 71 ft. bgs.
350
300
250
a 200
m
L
N
150
a
100
50
0
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW263
1400
1200
1000
800
aD
L
600 30
400
200
M1
u-

300
250
200
Cn
a
3 150
a�
a
100
50
0
0
P-IW265
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
62 - 65 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1200
1000
IM
600 (;
L
EAl fiss
WI
M
3
0
u-

300
250
200
Cn
a
3 150
a�
a
100
50
0
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
62 - 65B ft. bgs.
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW265B
OR
750
450 (;
L
3
0
u-
M111 •
150

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
59 - 62 ft. bgs.
300
250
200
U)
a
3 150
a�
a
100
50
0
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW266
750
625
500
375 (;
L
3
0
u-
PWIM
125

Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
56 - 59 ft. bgs.
300
250
200
U)
a
3 150
a�
a
100
50
0
0 5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW267
OR
750
450 (;
L
3
0
u-
0111M
150
M

300
250
200
U)
a
3 150
a�
a
100
50
0
0
P-IW268
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
53 - 56 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1200
1000
IM
600 (;
L
EAl fiss
WI
M
3
0
u-

300
250
200
U)
a
3 150
a�
a
100
50
0
0
P-IW269
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
50 - 53 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1200
1000
IM
600 (;
L
EAl fiss
WI
M
3
0
u-

300
250
200
U)
a
3 150
a�
a
100
50
0
0
P-IW2610
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-260B
47 - 50 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1200
1000
IM
600 (;
L
EAl fiss
WI
M
3
0
u-

450
400
350
300
U)
a 250
m
L
vi 200
a�
a
150
100
50
0
0
P-IW261
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
74 - 77 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1800
1600
1400
1200
E
1000 N
aD
800 3
0
U-
400
MI
M

250
200
150
Fn
50
I
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
41 - 44 ft. bgs.
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW2612
800
600
aD
L
3
400 2
u-
I•ss
0

250
200
150
Fn
50
C
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
38 - 41 ft. bgs.
0 5 10 15 20 25 30
Time (sec)
Pressure (PSI) Flowrate (scfm)
P-IW2613
800
600
aD
L
3
400 2
u-
0
fll�

200
180
160
140
120
a
3 100
a�
a 80
60
40
20
0
0
P-IW2614
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
35 - 38 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1000
900
800
700
600
500 (;
L
3
400 2
u-
300
200
100
0
30

200
180
160
140
120
a
3 100
a�
a 80
60
40
20
0
0
P-IW2615
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
32 - 35 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
1000
900
800
700
600
500 (;
L
3
400
u-
300
200
100
0
30

160
140
120
_ 100
U)
a
3 80
a�
a 60
40
20
0 +
0
P-IW2616
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
29 - 32 ft. bgs.
5 10 15 20
Time (sec)
Pressure (PSI) Flowrate (scfm)
25
:of
700
e
500
E
400 (;
L
3
0
300 u-
200
100

140
120
100
a 80
m
L
N
60
a
40
20
0
0
P-IW2617
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
26 - 29 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
700
500
400
aD
L
300 30
200
100
M
u-

120
100
80
U)
a
3 60
a�
a
40
20
0
0
P-IW2618
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
23 - 26 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
DOOR
500
400
300 (;
L
3
0
LL
f► IUM
100

100
90
80
70
60
a
3 50
a�
a 40
30
20
10
0
0
P-IW2619
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-26OB
20 - 23 ft. bgs.
5 10 15 20 25
Time (sec)
Pressure (PSI) Flowrate (scfm)
500
450
400
350
300
250 (;
L
3
200 2
u-
150
100
50
0
30

IW-19-OB, Interval 1, 42 - 45 R bgs
0.11
0.00
0 CC
0.07
0o
10
sans«�on
0.0 g,�
coal
•
inleouon vomtCal

IW-19-OB, Interval 2, 39 - 42 k bgs
Scrnsar la�o� vomi Injection

IW-19-OB, Interval 3, 36 - 39 R bgs
sanoa�ron
• role onvmm

IW-19-OB, Interval 4,33 - 36 ft bgs
1w
sensor Woonon
//
�Av
lni�onNi�t

IW-19-OB, Interval 5, 30 - 33 ft bgs
Iniedion Point

IW-19-OB, Interval 6, 27 - 30 ft bgs
0.00
10
s no t tion
` ,1
3 a
•
inioouon vmm
001

IW-19-OB, Interval 7, 24-27ftbgs
ln�
0 12
000
007
0 00
10
�niicr �fion
0 0:cc
0 0�
ALS5
0 Om
Injedon Point
a al

I IW-20-OB, Intewal 1, 43 - 46 ft bgs
Asenwr
0
10
0 Ul m
lnj�o
0

IW-20-OB, Intewal 2, 40 - 43 ft bgs
0 �a
0 �24
0
Asenwr
0�16
�fion
I
0 �l 2
lnj�o
0

IW-20-OB, Intewal 3, 37 - 40 ft bgs
0 032
0 �13
0024
0 no
Sensor Location
0 inle
;0
0 �12
0 �a
0 �4

IW-20-OB, Intewal 4, 34 - 37 ft bgs
in 032
0 �13
0024
0 no
Sensor Location
0 inle
;0
0 �12
0 �a
0 �4

IW-20-OB, Intewal 5. 31 - 34 ft bgs
in 032
0 U213
0 �24
0 4X2
10
Sensor Location
0
E
0012
injector
0 UOB
0 �4

I IW-20-OB, Intewal 6,28 -31 ftbgs
0024
0 nq
ASensor
0 jqls
Location
QC12
0 �Iff
0 �
0

IW-20-OB, Intewal 7, 25 - 28 ft bgs
0 �2
0 �13
0 Q24
4%R
10
Sensor Location
0012
0 �13
0 �4

IW-21-OB, Intewal 1. 33 - 36 ft bgs
U4
Sensor Location
0,02

IW-21-OB, Intewal 2. 33 -36ftbgs
At 2108
0
nos
n
Sensor Location
0,02

I IW-21 -OB, Intewal 3. 30 - 33 ft bgs
oloa
0105
0,04
Asenwr
�fion
0103
10
0102
0101
lnj�o

IW-21-OB, InteNal 4. 27 - 30 ft bgs
A
�nwr
40
lnj��

IW-21-OB, Intewal 5,24 - 27 ft bgs
0105
0,04
Senmr �fion
003
002
lnj�o

IW-23-OB, Interval 1, 63 - 66 ft bgs
004
0 One
0032
0 Ocals
0 oc�
Sensor Location
in 07
in Ql�
0012
0 000
40
Injecon
0

IW-23-OB, Intewal 2,60 - 63 ft bgs
ln�
004
10
0.012
0.006
lnj�o
0.0"

IW-23-OB, Intewal 3, 57 - 60 ft bgs
0 03�
0 ua2
0 O�u
o
n 024
0
10
0 nI S
0 ni m
Q
0 �ft
lnj�o
0004

IW-24-OB, Intewal 1, 66 - 69 ft bgs
ln�
Im
0 ou
071
Injedio
n 01 &

IW-24-OB, Intewal 2, 63 - 66 ft bgs
n 075
A
0--.
Sensor Lotoition
046
Injedion Point
0015

IW-24-OB, Intewal 4, 57 - 60 ft bgs
Inclimm
u I �
0105
n 07S
10
Sensor Location
0045
n na
Injecto
\A
Odin

IW-24-OB, InteNal 8,45 - 48 ft bgs
ln�
() 11
r 1 c
n 0�
n 075
sens� �tion
004S
0 6a
lnj�o
0015
0

IW-24-OB, I nteNal 10, 39 - 42 ft bgs
ln�
0 12
0 105
0
0075
10
�n� �tion
0045
003
lnj�o
0015

IW-24-OB, Intiewal 11, 36 - 39 ft bgs
i
Sensor Location
Inje.Gtio

IW-24-OB, Intewal 12, 33 - 36 ft bgs
Indmm
Sensor Location I
mes�
lnje�o

IW-24-OB, InteNal 13, 30 - 33 ft bgs
ln�
0 12
0 AU5
0 ou
0 07M
10
S�nsor Lo�tion
0
oom
0
0
lnj�o
0015

IW-24-OB, Intewal 14, 27 - 30 ft bgs
ln�
�n� �tlon
lnj�o

IW-24-OB, Intewal 15, 24 - 27 ft bgs
ln�
0
ASansor
o
Lo�tion
lnj�io

IW-24-OB, Intewal 16, 21 - 24 ft bgs
3 1 r
0 07M
ASensor
Location
E
�fs
: 1
�03
im
0�015

IW-25-OB, Intewal 1. 63 - 66 ft bgs
Ii mw�77
ASensor Luedtion
Injection Point

IW-25-OB, Intewal 2, 60 - 63 ft bgs
Scnsor Lacdtiun
Ck 2
Injection

IW-25-OB, Intawal 3. 57 - 60 ft bgs
i m � �
Scnsor Lacdtiun
0 5
Injection Point

IW-25-OB, Intawal 4. 54 - 57 ft bgs
i m � �
Scnsor Lacdtiun
0 5
Injection Point

IW-25-OB, Intewal 5. 51 - 54 ft bgs
02
0.1

IW-25-OB, Intemal 6,48 - 51 ft bgs
lnjs� �in

IW-25-OB, Intewal 7,45 - 48 ft bgs
Scnsor Lacdtiun
Injection

IW-25-OB, Intewal 8, 42 - 45 ft bgs
L�an
lnj�o

IW-25-OB, Intewal 9. 39 - 42 ft bgs
1� lw��
�n�r L�tion

W-25-013, Interval 10, 36 - 39 ft bgs
I
colof S216 kqvtl 01 pous htm
ASen�r L�tion
40 njso��M

IW-26-OB, Interinal 1, 74 - 77 ft bgs
0 IH5
02
0 1� tic
Scnsor Lacdtiun
0 1
Injection Point
10

IW-26-OB, Intewal 4, 65 - 68 ft bgs
0 me
00
0 Is
ASansor Lo�tion
0 1
con
Injection Point 10

IW-26-OB, Interval 5, 62 - 65 ft bgs
02
a 15
Sensor Location
0 1
0 0�
40 Intedcon Point

IW-26-OB Offset, Intewal 5, 62 - 65 ft bgs
0 2�
02
0 1�
01
0 0�
Injedio 10

IW-26-OB Offset, Intewal 6, 56 - 59 ft bgs
025
0.2
0.1�
Sensor Locat.on
0
0.05
11jecrol Po it

IW-26-OB Offset, Intewal 7, 56 - 59 ft bgs
ASansor Location
a
005
k
lnj�on Point 10

IW-26-OB Offset, Intewal 8, 53 - 56 ft bgs
0 2�
02
0 1�
01
Injedio

IW-26-OB Offset, Intewal 9, 50 - 53 ft bgs
0.25
0.2
0
al
0.05
ln)�m P�M

IW-26-OB Offset, Intewal 10, 47 - 50 It bgs
0.25
0.2
A
0
I
Sensor Location
40 lnje�tran Point
0.05

IW-26-OB Offset, Intewal 11, 44 - 47 It bgs
0 M�
0 1�
0 0�
Injodion Point I

IW-26-OB Offset, Intewal 12, 41 - 44 ft bgs
0.25
0.2
0 In
I
o r...
lnj� Mnt

IW-26-OB Offset, Intewal 13, 38 - 41 It bgs
0.25
0.2
A
0
I
Sensor Location
40 lnje�tran Point
0.05

IW-26-OB Offset, Intewal 14, 35 - 38 ft bgs
L�tion
0.05
lnj�on Nint I

IW-26-OB Offset, Intewal 15, 32 - 35 It bgs
0.25
0.2
A
0
I
Sensor Location
40 lnje�tran Point
0.05

IW-26-OB Offset, Intewal 16,29 - 32 ft bgs
025
0.2
ASensor Loseson
E
In
0.05
40 InjWhon Point

IW-26-OB Offset, Interval 17, 26 - 29 ft bgs
0 2�
0 1
0 0�
injodion Point I

IW-26-OB Offset, Intewal 18, 23 - 26 ft bgs
L�tion
0.05
lnj�on Nint I

IW-26-OB Offset, InteNal 19, 20 - 23 ft bgs
0 M�
San� �ion
0 0�
lnj�on ftint I

AIRS TECHNOLOGIES, INC.
BREAKING NEW GROUND IN ENVIRONMENTAL TECHNOLOGY
FIELD IMPLEMENTATION SUMMARY
SOIL FRACTURING AND INJECTION OF EMULSIFIED VEGETABLE
OIL AND SODA ASH
FORMER PELTON & CRANE FACILITY
CHARLOTTE, NORTH CAROLINA
Submitted to:
Advanced Geoservices
1055 Andrew Drive, Suite A
West Chester, PA 19380-4293
Prepared by:
ARS Technologies, Inc.
98 North Ward Street
New Brunswick, New Jersey 08901
May 28, 2014
98 NORTH WARD STREET. NEW BRUNSWICK, NEW JERSEY 08901
TEL [phone] FAX [phone] WWW.ARSTECHNOLOGIES.COM

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
TABLE OF CONTENTS
1.0 INTRODUCTION
1.1 SITE BACKGROUND
2.0 TECHNOLOGY BACKGROUND
2.1 INJECTION PROCEDURES AND PARAMETERS
3.0 OVERVIEW OF FIELD ACTIVITIES
3.1 INJECTION METHODOLOGY
3.2 IW-26 O.B. & IW-26 OB OFFSET
3.3 IW-25 O.B.
3.4 IW-24 O.B.
3.5 IW-23 O.B.
3.6 IW-21 O.B.
3.7 IW-20 O.B.
3.8 IW-19 O.B.
!91I 0113041 rUbI 1130
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
APPENDICES
Appendix A Figure 1 - Site Map (source: Advanced Geoservices)
Appendix B Summary Data Sheet
Appendix C Fracture Event Curves
Appendix D Tiltmeter Images
GLOSSARY
DL Daylighting
BGS Below Ground Surface
ND Not detectable
PF
Pneumatic Fracturing
PSI
Pounds Per Square Inch
ROI
Radius of Influence
CFM Cubic Feet per Minute
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
1.0 INTRODUCTION
This report summarizes the field operations and presents the injection data parameters
associated with Pneumatic Fracturing (PF) and Emulsified Vegetable Oil (EVO)
injection implemented by ARS Technologies under Project No. 2004-1292-24 to
Advanced Geoservices at the Former Pelton & Crane Facility located in Charlotte,
North Carolina (The Site).
1.1 SITE BACKGROUND
The former Pelton & Crane Facility is located within the city limits of Charlotte, North
Carolina. The facility is a non -active commercial property. Appendix A includes Figure
1 provided by AGS that identifies the region of the property selected for remediation.
The region selected for remediation was the empty facility and a grassy area adjacent to
existing structures on the property.
2.0 TECHNOLOGY BACKGROUND
Pneumatic Fracturing (PF) can be described as a process by which a gas is injected into
the subsurface at pressures exceeding the natural insitu pressures (i.e. overburden
pressure, cohesive stresses, etc.) and at flow volumes exceeding the natural permeability
of the formation. The result is the enhancement of existing fractures and planes of
weakness (for example deposition planes) and the propagation of a fracture network
surrounding the injection borehole. In turn, this fracture network enhances the overall
effective bulk permeability of the formation thus allowing the selected insitu treatment
approach to work more effectively.
2.1 INJECTION PROCEDURES AND PARAMETERS
The specialized equipment used for the PF and EVO Injection process consisted of 2
parts. On the gas side, a skid mounted high pressure -high flow fracture module
complete with an injection control manifold and a digital data logger that are used to
monitor various operational parameters. Injection pressures are controlled with a high-
pressure, high -flow regulator. The manifold system provides precise control of
injection pressures combined with sufficient flows, which enabled the creation and/or
enhancement of fractures within the subsurface. The duration of the gas injections
typically range between 10 to 15 seconds.
The second part consisted of two 250 gallon mixing totes, scale for the Soda Ash,
digital totalizer for the EVO, Bredel SPX40 Peristaltic Hose Pump or Grundfos pump
for each injection event. A drum pump fitted with a digital totalizer metered in the EVO
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
concentrate. The initial five injection points used the Bredel SPX40 Peristaltic Hose
Pump, and the latter two injection points used a Grundfos pump with pressure gauges to
provide injection data. Both pumps were utilized to recirculate and mix the Soda Ash
and EVO.
Fracture Initiation and Maintenance Pressures: During each PF event, pressures in
the discrete fracture interval were recorded by a pressure transducer located in -line
within the conduit leading to the injection nozzle. These pressures are recorded by a
data logging system located on the injection module and accessed using a lap top
computer. By comparing the magnitude and shape of the pressure -history curve to
previously collected curves in similar geology, an assessment can be made on whether
fracture initiation and propagation occurred. This information allows the evaluation of
2 critical measurements; the fracture initiation pressure and the fracture maintenance
pressure. A typical PF event can be subdivided into three distinct stages consisting of.
-Breakdown of formation
-Fracture Initiation
-Fracture Maintenance
These independent stages are illustrated in Diagram 1. It should be noted that the
shape of the pressure -time history curve depends on a number of factors including in -
situ stress fields, geologic characteristics of the medium being fractured and the man-
made disturbances (boreholes, utilities, etc.) with the influence of fracturing.
The following section describes each stage as it relates to the PF mechanism as
illustrated in Diagram 1.
During the first stage identified as "breakdown", the pressure rapidly builds up as gas is
injected into the discrete sealed interval of the borehole. This stage is identified as
curve segment A-B. The formation of these initial elevated pressures result from the
fact that the formation is not yet fractured and still has low permeability. This stage is
relatively short and typically last 1-2 seconds. Once the pressure exceeds the in -situ
stress conditions and media strength prevailing within the sealed pressurized interval,
the formation yields and fracture initiation instantaneously occurs. The pressure at this
instant is identified as the initiation pressure identified as Stage B in Diagram 1.
Following the instantaneous fracture initiation stage, the pressure decreases rapidly in
the sealed interval and eventually stabilizes at a pressure plateau as the injection
continues. During this time period, high volumes of gas rush out of the pressurized
interval and fractures propagate radially into the formation. This accounts for the rapid
decline in the borehole pressure as represented by curve segment B-C. The pressure
plateau C-D represents a period of the fracture maintenance and dilation, which is
nearly constant for the remainder of the injection period. This pressure indicates that an
equilibrium state has been attained for that particular injection flow rate. During this
period, the flow rate into the fractured formation exactly equals the leak -off into the
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
formation from the fracture surfaces and tips. As the injection pressure is terminated,
the maintenance pressure declines rapidly from D-E. It is important to note that not
every injection event or fracture propagation event has a distinct shape of curve. Many
geologic anomalies (both natural and man-made) can affect the magnitude and shape of
the pressure response curve.
160
140
120
100
uv
a_
m
� BO
m
m
m
a` 50
40
20
0
Pneumatic Fracturing Event
Former Pelton & Crane Facility, Charlotte, North Carolina
Injection Boring IW-2608
29 - 32 ft. bgs.
0 5 10 15 20 25 36
Time (sec)
—Pressure (PSI)
Diagram 1 — Example of a Pressure Versus Time Curve
Pressure Influence at Adjacent Monitoring Wells: During the fracturing events,
pressure gauges were placed at select monitoring wells and adjacent injection borings,
where available, to monitor pressure influence. Each pressure gauge was fitted with a
maximum drag -arm indicator, which enables the user to monitor the maximum pressure
influence at that location during each event. This data also assists in determining which
directions fractures may have propagated. In addition, the degree of pressure response
can often help determine whether a monitoring point has been directly influenced (i.e.
fractures propagate outward and intersect wells or boreholes, or indirectly influenced
through localized groundwater displacement and/or mounding. Minimal pressure
response in monitoring wells located close to the injection point may indicate that
fluidization and significant gas dispersion is occurring or that the fracture propagation
may not be uniform.
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
Surface Heave: Ground surface heave is used as a method to detect fracture initiation
and propagation. Since soil is a deformable medium, the observed surface heave
represents the lower limit of fracture aperture and radius. Ground surface heave
measurements were recorded during each fracturing event using one or more surveying
levels and heave rods. A heave rod was placed at a predetermined radial distance from
the fracture well. During each fracture event, the rod was observed for the maximum
amount of upward motion (surface heave) and residual or permanent heave. During
fracturing operations in all injection points, wireless tiltmeters were placed around the
injection point at a pre -determined radius in order to collect surface deformation data as
the fracture events were taking place. While the heave rods and transits can provide
instantaneous data as to the magnitude and relative direction of fracture propagation,
they are singular points which can be monitored only for maximum displacement and
residual displacement. The tiltmeters provide data in 360 degrees around the injection
point for the entire duration of the fracture event. This data can then be used to
extrapolate visual representations of heave in all directions around the injection point,
leading to a much better grasp of fracture propagation and preferential direction.
3.0 OVERVIEW OF FIELD ACTIVITIES
This section summarizes the field operations and provides a discussion of the down -
hole injection parameters collected during field operations. Field operations at the Site
were performed from January 9th through February 14th, 2014. A total of seven (7)
injection locations were addressed. Operational parameters collected during each
injection event included the discrete injection interval, initiation and operational
pressures recorded on the control module and injection pump, pressure influence at
surrounding monitoring wells, surface heave, mass of Soda Ash and volume of EVO
emplaced and visual field observations. Appendix B presents the Data Table that
display the data collected within each interval specific to each borehole location.
3.1 INJECTION METHODOLOGY
A total of nine (9) locations were surveyed designated by AGS for injection prior to
ARS mobilization to the site. Appendix A displays the distribution of the selected
injection points. During the course of injection activities, two (2) locations were
removed from the Scope of Work due to daylighting concerns. IW-26-OB was
completed with an offset location (IW-26-OB Offset) due to daylighting at the
borehole. The following sections discuss injection parameters on a per borehole basis.
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
3.2 IW 26 O.B. & IW 26 OB OFFSET
IW-26-OB was the first location attempted. A vertical treatment zone of 14 — 77 ft bgs
was targeted at IW-26. 21 intervals (3 feet each) were addressed in this location. During
all injection operations down -hole injection pressures, surface heave and monitoring
well pressure influence data were monitored and recorded.
Drilling: Total depth of 80 ft bgs was achieved on January 13th, 2014 utilizing a Roto-
Sonic drill rig. Packers were lowered through the casing to the target depth.
Pneumatic Fracturing Data: PF was applied in 19 of 21 intervals prior to
EVOBiCarb injection. Appendix C contains Pressure vs. Time curves for these
intervals. PF was not applied in the upper two intervals due to daylighting concerns.
Initiation pressures varied from 75 PSI to 280 PSI, and Maintenance pressures varied
from 75 PSI to 260 PSI. In general, these variations were consistent with depth;
therefore the higher pressures were encountered at deeper depths. Twelve (12) intervals
displayed distinct peaks of Initiation pressures (ex. Appendix C, Curve P-IW261),
indicating the creation and propagation of fractures. Seven (7) PF curves displayed
limited or no peaks of Initiation pressure due to the presence of more permeable zones
or pre-existing fractures (ex. Appendix C, Curve P-IW2618). Average duration of the
PF events was 10 — 12 seconds.
Pressure Influence: Pressure influence at nearby monitoring wells IW-1813, MW-4,
IW-1613, and MW-16 ranged from positive pressure (>0) to 15 psi. The greatest
influence observed was 15 PSI in MW-16 during PF of interval 12 (41 — 44 ft bgs)
indicating a ROI of approximately 40 feet. Pressure influence per PF event can be
found in Appendix B Summary Data Table.
Surface Heave Data: Utilizing heave rods and transits, Surface Heave was observed
predominantly in the upper intervals (32 ft bgs and shallower) with some heave
observed at deeper intervals. The largest surface deflection detected by transit was 0.25
inches, 10 ft north of the injection point during PF of the 17th interval (26 — 29 ft bgs).
Tiltmeter data was collected during all PF events in IW-26-OB and its Offset.
Extrapolated images of radial surface heave distribution can be found in Appendix D.
Tiltmeters were placed 15 feet away from the injection point. Of the 19 intervals where
PF was applied, tiltmeters detected surface heave in all but the second and third interval
events. Magnitude of the surface heave varied with depth, with the largest values
detected during PF of the shallower intervals. The data indicates that 15 foot ROI was
achieved during all PF events, with a general trend of preferred propagation in the
northerly direction.
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
1-1--lotte, North Carolina
Soda Ash/EVO Injections: A total of 1214 gallons of diluted EVO and 2340 gallons of
Soda Ash solution were injected in IW-26-OB and its Offset. Injection pressures ranged
from 0 PSI to 100 PSI. The first interval (74 — 77ft bgs) experienced borehole collapse
which led to repeated clogging of the injection nozzle. Significant back pressure was
encountered upon completion of each injection. Daylighting occurred 15 feet away
during injection operations at the 19th interval (20 — 23 ft bgs). After injection
operations were completed, EVO was discovered daylighting into the nearby creek,
approximately 70 feet away. Booms were used to control the migration of the EVO in
the creek.
3.3 IW 25 O.B.
IW-25-OB was the second location attempted. A vertical treatment zone of 18 — 66 ft
bgs was targeted at IW-25. 16 intervals (3 feet each) were addressed in this location.
During all injection operations down -hole injection pressures, surface heave and
monitoring well pressure influence data were monitored and recorded.
Drilling: Total depth of 70 ft bgs was achieved on January 15t1i, 2014 utilizing a Roto-
Sonic drill rig. Packers were lowered through the casing to the target depth.
Pneumatic Fracturing Data: PF was applied in 10 of 16 intervals prior to
EVOBiCarb injection. Appendix C contains Pressure vs. Time curves for these
intervals. PF was not applied in the upper six intervals due to daylighting concerns as
well as strong pressure influence at adjacent monitoring wells. Initiation pressures
varied from 210 PSI to 365 PSI, and Maintenance pressures varied from 210 PSI to 290
PSI. In general, these variations were consistent with depth; therefore the higher
pressures were encountered at deeper depths. Three (3) intervals displayed distinct
peaks of Initiation pressures (ex. Appendix C, Curve P-IW252), indicating the
creation and propagation of fractures. Seven (7) PF curves displayed limited or no
peaks of Initiation pressure due to the presence of more permeable zones, pre-existing
fractures, as well as connection to the fracture network created from previous injection
locations (ex. Appendix C, Curve P-IW255). Average duration of the PF events was 6
— 11 seconds.
Pressure Influence: Pressure influence at nearby monitoring wells MW-4, IW-16B,
and MW-16 ranged from positive pressure (>0) to >200 psi. The greatest influence
observed was >200 PSI in MW-16 during PF of interval 1 (63 — 66 ft bgs). Influence at
MW-4 indicates a ROI of approximately 40 ft. Pressure influence per PF event can be
found in Appendix B Summary Data Table.
Surface Heave Data: Utilizing heave rods and transits, Surface Heave was observed
predominantly in the deeper intervals (51 - 60 ft bgs) with one larger heave event at the
shallower interval 36 — 39 ft bgs. The largest surface deflection detected by transit was
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
0.5 inches, 10 ft southeast of the injection point during PF of the 10th interval (36 — 39
ft bgs). This larger surface heave correlated to locations of daylighting of gas during the
PF event.
Tiltmeter data was collected during all PF events in IW-25-013. Extrapolated images of
radial surface heave distribution can be found in Appendix D. Tiltmeters were placed
15 feet away from the injection point. Of the 10 intervals where PF was applied,
tiltmeters detected surface heave in all events. Magnitude of the surface heave varied
with depth. Larger surface heave was logged during PF of the first interval where
strong pressure influence was recorded at MW-16. The uppermost interval displayed
large scale surface heave due to multiple locations of daylighting at surface which
disturbed the tiltmeter units. The data indicates that 15 foot ROI was achieved during
all PF events, with a general trend of preferred propagation in the northerly direction
for intervals 1, 2, 7, 8, 9 and 10. For interval 3, 4, 5, and 6 general trend of propagation
was to the southeast.
Soda Ash/EVO Injections: A total of 895 gallons of diluted EVO and 1725 gallons of
Soda Ash solution was injected in IW-25-013. Injection pressures ranged from 0 PSI to
100 PSI. During injections at interval 7 (45 — 48 ft bgs) bentonite was observed leaking
from around MW-21 followed by grey material daylighting during injections in interval
8 (42 — 45 ft bgs) and interval 9 (36 — 39 ft bgs). During injection at interval 15 (21 —
24 ft bgs) daylighting occurred at and around IW-1613. Uncontrolled daylighting in
multiple locations occurred during injection at interval 16 (18 — 21 ft bgs) at which time
the injection point was declared complete.
3.4 IW 24 O.B.
IW-24-OB was the fourth location attempted. A vertical treatment zone of 21 — 69 ft
bgs was targeted at IW-24, for a total of 16 intervals. Two (2) intervals were not
addressed at the request of AGS (51 — 54, and 54 — 57 ft bgs). 14 intervals (3 feet each)
were addressed in this location. During all injection operations down -hole injection
pressures, surface heave and monitoring well pressure influence data were monitored
and recorded.
Drilling: Total depth of 73 ft bgs was achieved on January 28th, 2014 utilizing a Roto-
Sonic drill rig. Packers were lowered through the casing to the target depth.
Pneumatic Fracturing Data: PF was applied in all 14 intervals prior to EVO/BiCarb
injection. Appendix C contains Pressure vs. Time curves for these intervals. Initiation
pressures varied from 130 PSI to 310 PSI, and Maintenance pressures varied from 120
PSI to 300 PSI. In general, these variations were consistent with depth; therefore the
higher pressures were encountered at deeper depths. Three (3) intervals displayed
distinct peaks of Initiation pressures (ex. Appendix C, Curve P-IW2410), indicating
the creation and propagation of fractures. Eleven (11) PF curves displayed limited or no
peaks of Initiation pressure due to the presence of more permeable zones, pre-existing
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
fractures, as well as connection to the fracture network created from previous injection
locations (ex. Appendix C, Curve P-IW243). Average duration of the PF events was 6
— 10 seconds.
Nitrogen gas bypassed the packers during PF of intervals 1 and 2 (66 — 69 and 63 - 66 ft
bgs) Fracture from PF event at interval 4 (57 — 60 ft bgs) and connected to MW-21
resulting daylighting of nitrogen gas around the well pad. This led to the decision to
skip the next two intervals (51 — 57 ft bgs).
Pressure Influence: Pressure influence at nearby monitoring wells MW-4, IW-1613,
and MW-16 ranged from positive pressure (>0) to 5 psi. The greatest influence
observed was 5 PSI in MW-16 during PF of interval 1 (66 — 69 ft bgs). Influence at
MW-4 indicates a ROI of approximately 80 ft. Pressure influence per PF event can be
found in Appendix B Summary Data Table.
Surface Heave Data: Utilizing heave rods and transits, Surface Heave was observed in
the shallower intervals (21 - 27 ft bgs). The largest surface deflection detected by transit
was 0.15 inches, 10 ft southeast of the injection point during PF of the uppermost
interval (21 — 24 ft bgs).
Tiltmeter data was collected during all PF events in IW-24-013. Extrapolated images of
radial surface heave distribution can be found in Appendix D. Tiltmeters were placed
10 feet away from the injection point. Of the 14 intervals where PF was applied,
tiltmeters detected surface heave in 11 intervals. Magnitude of the surface heave varied
with depth, with the largest values detected during PF of the shallower intervals. The
data indicates that at least 10 foot ROI was achieved during all PF events, with a
general trend of preferred propagation in the northerly direction for intervals 1, 8, 10,
and 13. For interval 2, 4, 11, 12, 14, 15 and 16 general trend of propagation was to the
east and northeast.
Soda Ash/EVO Injections: A total of 724 gallons of diluted EVO and 1265 gallons of
Soda Ash solution was injected in IW-24-013. Injection pressures ranged from 0 PSI to
100 PSI. Daylighting occurred during injection of EVO at interval 15 (24 — 27 ft bgs)
and injections were terminated without achieving target volume of EVO solution. No
Soda Ash was injected. Uncontrolled daylighting in multiple locations occurred during
injection at interval 16 (21 — 24 ft bgs) at which time the injection point was declared
complete. Target of EVO solution was injected, but no Soda Ash injection was
attempted.
3.5 IW-23 O.B.
IW-23-OB was the third location attempted. A vertical treatment zone of 24 — 66 ft bgs
was targeted at IW-23, for a total of 14 intervals. 14 intervals (3 feet each) were
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
addressed in this location. During all injection operations down -hole injection
pressures, surface heave and monitoring well pressure influence data were monitored
and recorded.
Drilling: Total depth of 70 ft bgs was achieved on January 25th, 2014 utilizing a Roto-
Sonic drill rig. Packers were lowered through the casing to the target depth.
Pneumatic Fracturing Data: PF was applied in 7 intervals (45 — 66 ft bgs) prior to
EVO/BiCarb injection. The remaining 7 intervals (24 — 45 ft bgs) were not addressed
with PF. Appendix C contains Pressure vs. Time curves for these intervals. Initiation
pressures varied from 125 PSI to 300 PSI, and Maintenance pressures varied from 125
PSI to 300 PSI. These variations were consistent with depth; therefore the higher
pressures were encountered at deeper depths. One (1) intervals displayed a distinct peak
of Initiation pressure (Appendix C, Curve P-IW231), indicating the creation and
propagation of fractures. Six (6) PF curves displayed limited or no peaks of Initiation
pressure due to the presence of more permeable zones, pre-existing fractures, as well as
connection to the fracture network created from previous injection locations (ex.
Appendix C, Curve P-IW234). Average duration of the PF events was 8 — 11 seconds.
Nitrogen gas bypassed the packers during PF of intervals 1 and 6 (63 - 66 and 48 — 51 ft
bgs).
Pressure Influence: Pressure influence at nearby monitoring wells MW-57 and MW-3
ranged from positive pressure (>0) to 10 psi. The greatest influence observed was 10
PSI in MW-3 during PF of interval 3 (57 — 60 ft bgs). Influence at MW-57 indicates a
ROI of approximately 25 ft. Pressure influence per PF event can be found in Appendix
B Summary Data Table.
Surface Heave Data: Utilizing heave rods and transits, Surface Heave was observed in
the first interval (63 - 66 ft bgs), with a surface deflection of 0.05 inches, 10 ft
northwest of the injection point.
Tiltmeter data was collected during all PF events in IW-23-013. Extrapolated images of
radial surface heave distribution can be found in Appendix D. Tiltmeters were placed
10 feet away from the injection point. Of the 7 intervals where PF was applied,
tiltmeters detected surface heave in 3 intervals. Magnitude of the surface heave varied
with depth, with the largest values detected during PF of the deeper intervals due to the
higher pressures needed to propagate fractures. The data indicates that at least 10 foot
ROI was achieved during all PF events, with a general trend of preferred propagation in
the north and west directions.
Soda Ash/EVO Injections: A total of 768 gallons of diluted EVO and 1410 gallons of
Soda Ash solution was injected in IW-23-OB. Injection pressures ranged from 0 PSI to
70 PSI. Daylighting occurred during injection of EVO at interval 3, 4, and 5 (51 — 60 ft
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
bgs) and again during EVO injections at intervals 12, 13, and 14 (24 — 30 ft bgs) around
well pad for IW-1413. Daylighting increased during injection at the last two intervals.
At that time, IW-23-OB was declared complete.
3.6 IW 21 O.B.
IW-21-OB was the sixth location attempted. A vertical treatment zone of 24 — 39 ft bgs
was targeted at IW-21, for a total of 5 intervals. All 5 intervals (3 feet each) were
addressed in this location. During all injection operations down -hole injection
pressures, surface heave and monitoring well pressure influence data were monitored
and recorded.
Drilling: Total depth of 44 ft bgs was achieved on February IIth, 2014 utilizing a
Geoprobe 77 series drill rig. Packers were lowered into an open hole to the target depth.
Pneumatic Fracturing Data: PF was applied in 5 intervals (24 — 39 ft bgs) prior to
EVOBiCarb injection. Appendix C contains Pressure vs. Time curves for these
intervals. Initiation pressures varied from 120 PSI to 145 PSI, and Maintenance
pressures varied from 115 PSI to 125 PSI. These variations were consistent with depth;
therefore the higher pressures were encountered at deeper depths. One (1) intervals
displayed a distinct peak of Initiation pressure (Appendix C, Curve P-IW212),
indicating the creation and propagation of fractures. Four (4) PF curves displayed
limited or no peaks of Initiation pressure due to the presence of more permeable zones,
pre-existing fractures, as well as connection to the fracture network created from
previous injection locations (ex. Appendix C, Curve P-IW214). Average duration of
the PF events was 9 — 12 seconds.
Pressure Influence: Pressure influence at nearby monitoring wells MW-53, MW-21
and MW-4 ranged from positive pressure (>0) to 14 psi. The greatest influence
observed was 14 PSI in MW-4 during PF of interval 4 (27 — 30 ft bgs) and in MW-21
during PF of interval 2 (33 — 36 ft bgs). Influence at MW-21 indicates a ROI of
approximately 65 ft. Pressure influence per PF event can be found in Appendix B
Summary Data Table.
Surface Heave Data: Utilizing heave rods and transits, Surface Heave was observed in
the third and fourth intervals (27 - 33 ft bgs), with a surface deflection of 0.05 inches,
10 ft northeast of the injection point. The minimal surface heave can be attributed to the
presence of the concrete slab, which can act as a buffer for surface heave.
Tiltmeter data was collected during all PF events in IW-21-OB. Extrapolated images of
radial surface heave distribution can be found in Appendix D. Tiltmeters were placed
10 feet away from the injection point. Of the 5 intervals where PF was applied,
tiltmeters detected surface heave in all 5 intervals. Magnitude of the surface heave
varied with depth, with the largest values detected during PF of the shallower intervals
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
due to their proximity to surface. Also, the presence of a concrete slab created
interference in the presentation of surface heave and acted as a buffer. Therefore, the
relative magnitude of the surface heave generated was minimized or skewed. The data
indicates that at least 10 foot ROI was achieved during all PF events, with a general
trend of preferred propagation in the west and southwest directions.
Soda Ash/EVO Injections: A total of 285 gallons of diluted EVO and 575 gallons of
Soda Ash solution was injected in IW-21-013. Injection pressures were not recorded.
No daylighting occurred during injections
3.7 IW 20 O.B.
IW-20-OB was the seventh and final location attempted. A vertical treatment zone of
25 — 46 ft bgs was targeted at IW-20, for a total of 7 intervals. All 7 intervals (3 feet
each) were addressed in this location. During all injection operations down -hole
injection pressures, surface heave and monitoring well pressure influence data were
monitored and recorded.
Drilling: Total depth of 50 ft bgs was achieved on February 12', 2014 utilizing a
Geoprobe 77 series drill rig. Packers were lowered into an open hole to the target depth.
Pneumatic Fracturing Data: PF was applied in 7 intervals (25 — 46 ft bgs) prior to
EVO/BiCarb injection. Appendix C contains Pressure vs. Time curves for these
intervals. Initiation pressures varied from 105 PSI to 170 PSI, and Maintenance
pressures varied from 95 PSI to 155 PSI. These variations were consistent with depth;
therefore the higher pressures were encountered at deeper depths. Four (4) intervals
displayed a distinct peak of Initiation pressure (Appendix C, Curve P-IW204),
indicating the creation and propagation of fractures. three (3) PF curves displayed
limited or no peaks of Initiation pressure due to the presence of more permeable zones,
pre-existing fractures, as well as connection to the fracture network created from
previous injection locations (ex. Appendix C, Curve P-IW201). Average duration of
the PF events was 8 — 10 seconds.
Pressure Influence: Pressure influence at nearby monitoring wells MW-53, MW-21,
MW-4I and MW-4 ranged from positive pressure (>0) to 14 psi. The greatest influence
observed was 14 PSI in MW-4 during PF of interval 1 (43 - 46 ft bgs). Influence at
MW-4 indicates a ROI of approximately 70 ft. Pressure influence per PF event can be
found in Appendix B Summary Data Table.
Surface Heave Data: Utilizing heave rods and transits, Surface Heave was not
observed during any PF in IW-20-OB. This can be attributed to the presence of the
concrete slab, which can act as a buffer for surface heave.
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
Tiltmeter data was collected during all PF events in IW-20-OB. Extrapolated images of
radial surface heave distribution can be found in Appendix D. Tiltmeters were placed
10 feet away from the injection point. Of the 7 intervals where PF was applied,
tiltmeters detected surface heave in all 7 intervals. Magnitude of the surface heave
varied with depth, with the largest values detected during PF of the shallower intervals
due to their proximity to surface. Also, the presence of a concrete slab created
interference in the presentation of surface heave and acted as a buffer. Therefore, the
relative magnitude of the surface heave generated was minimized or skewed. The data
indicates that at least 10 foot ROI was achieved during all PF events, with a general
trend of preferred propagation in the west direction.
Soda Ash/EVO Injections: A total of 399 gallons of diluted EVO and 805 gallons of
Soda Ash solution was injected in IW-20-013. Injection pressures were not recorded.
No daylighting occurred during injections
3.8 IW 19 O.B.
IW-19-OB was the fifth location attempted. A vertical treatment zone of 24 — 45 ft bgs
was targeted at IW-19, for a total of 7 intervals. All 7 intervals (3 feet each) were
addressed in this location. During all injection operations down -hole injection
pressures, surface heave and monitoring well pressure influence data were monitored
and recorded.
Drilling: Total depth of 49 ft bgs was achieved on February 6th, 2014 utilizing a Sonic
drill rig. Packers were lowered into an open hole to the target depth.
Pneumatic Fracturing Data: PF was applied in 7 intervals (24 — 45 ft bgs) prior to
EVO/BiCarb injection. Appendix C contains Pressure vs. Time curves for these
intervals. Initiation pressures varied from 110 PSI to 185 PSI, and Maintenance
pressures varied from 110 PSI to 160 PSI. These variations were consistent with depth;
therefore the higher pressures were encountered at deeper depths. One (1) interval
displayed a distinct peak of Initiation pressure (Appendix C, Curve P-IW191),
indicating the creation and propagation of fractures. Six (6) PF curves displayed limited
or no peaks of Initiation pressure due to the presence of more permeable zones, pre-
existing fractures, as well as connection to the fracture network created from previous
injection locations (ex. Appendix C, Curve P-IW193). Average duration of the PF
events was 6 — 9 seconds.
Pressure Influence: Pressure influence at nearby monitoring wells MW-53, IW-9A,
and MW-4I was steady at positive pressure (>0). Influence at MW-53 indicates a ROI
of approximately 50 ft. Pressure influence per PF event can be found in Appendix B
Summary Data Table.
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
Surface Heave Data: Utilizing heave rods and transits, Surface Heave was not
observed during any PF in IW-19-013. This can be attributed to the presence of the
concrete slab, which can act as a buffer for surface heave.
Tiltmeter data was collected during all PF events in IW-19-013. Extrapolated images of
radial surface heave distribution can be found in Appendix D. Tiltmeters were placed
10 feet away from the injection point. Of the 7 intervals where PF was applied,
tiltmeters detected surface heave in all 7 intervals. Magnitude of the surface heave
varied with depth, with the largest values detected during PF of the shallower intervals
due to their proximity to surface. Also, the presence of a concrete slab created
interference in the presentation of surface heave and acted as a buffer. Therefore, the
relative magnitude of the surface heave generated was minimized or skewed. The data
indicates that at least 10 foot ROI was achieved during all PF events, with a general
trend of preferred propagation in the east direction.
Soda Ash/EVO Injections: A total of 399 gallons of diluted EVO and 805 gallons of
Soda Ash solution was injected in IW-19-013. Injection pressures were consistent at 40
PSI. No daylighting occurred during injections
4.0 CONCLUSION
During the course of Field Operations at the Site, ARS completed Soda Ash/EVO
injections in 7 injection locations and delivered the designed mass of Soda Ash and
volume of EVO.
Pressure influence data at adjacent monitoring wells and surface heave data indicate
that the design Radius of Influence was met or exceeded during PF operations in all
seven injection locations.
Soda Ash/EVO delivered into the formation achieved or exceeded the proposed ROI.
This was determined by visual observation of daylighting, as well as the influence
observed at adjacent monitoring wells.
WARS Technologies, Inc.

Field Implementation Summary
Advanced Geoservices
Former Pelton & Crane Facility
Charlotte, North Carolina
ARS Technologies, Inc.

APPENDIX D.2
Bedrock Zone A and Zone B Fracturing and Injection Activities
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

Summary: Fracture Creation and Related
Work
Former Pelton and Crane Facility
200 Clanton Road
Charlotte, North Carolina
September 2014
Prepared for
Advanced Geoservices Corporation
West Chester, Pennsylvania
By
FRx, Inc.
Cincinnati, Ohio

Between March 31 and May 30, 2014, FRx performed tasks essential to create hydraulic fractures and
inject vegetable oil emulsions in bedrock at the former Pelton and Crane facility in Charlotte, North
Carolina. Thirteen injection wells were used to create 66 fractures and to execute 68 injection events.
About 1550 gallons of Slow Release Substrate (SRS) were injected along with 12350 gallons of water and
3600 gallons of cross -linked guar gel with water flush and purges. The purpose of the work was to
remediate chlorinated solvent contamination within the bedrock.
Equipment and Methods
The target formation at the site was a dense, competent, sparsely fractured quartz / feldspar granite
and hornblende diorite. Injection of remedial agents could be done in general only after creation of
fractures in the bedrock. Methods for creating hydraulic fractures as remediation tools have been long
practiced for soils. Creation of hydraulic fractures in bedrock required equipment and methods much
more robust than used to create factures in soil.
Fractures are created in bedrock by first cutting a notch— or kerf— in the open hole wall of a well and
then applying fluid pressure to the notch so as to create in situ stress that exceeds the strength of the
bedrock, which results in the mechanical failure of the rock in the form of a fracture.
Previous practice
Fracturing had been conducted at the site in two earlier phases in 2005 and 2009. In both Phase I and
Phase 11, the notch was eroded by a 20,000 psi waterjet that was rotated in the horizontal plane within
the well. As much as 200 gallons of water were used per notch, and this water needed to be returned to
the surface. Management of this water, which was thermally hot from the thermodynamics of nozzles
as well as potentially contaminated, required significant resources and effort. The resulting notches
were about an inch deep.
In Phase I, the notches were isolated with straddle packers rated at 1000 psi. Fluid pressure was applied
by a pump that could produce no more than 900 psi. About half of the fracturing attempts were
successful. Subsequent analysis in conjunction with review of the fracturing pressure logs indicated
that breakdown pressure - the pressure required to cause mechanical failure — with one inch deep
notches in this granite would average 1000 psi. Accordingly, the 50% success should not have been
unexpected — half the cases were stronger than could be mustered by the equipment while half were
weaker and therefore fractured.
In Phase II, a more robust packer and pump were used. While success rate did improve, some intervals
still resisted fracturing because the single straddle packer could not isolate the full length of the open
hole. Also, the demands of managing the notching water from the 20,000 psi jet remained.
Robust equipment
Two aspects of the bedrock required robust equipment. First, the toughness and strength of the diorite
precludes use of water jets to create an initiation notch —the inscribed feature that focuses induced
stresses so as to allow nucleation of the desired fracture. Rather, notches were cut with a pressurized
slurry of garnet abrasive. Bench top testing of the process showed that slurry could cut 5 inches into
granite whereas very high pressure (20,000 psi) waterjets could penetrate 1.5 inches at best. The slurry
was discharged through a nozzle that was rotated in the horizontal plane by a slow speed motor or by
manual twisting of the guiding axis. Regardless of rotation mechanism, this sawed a horizontal notch in
- 1 - 0.2

the wall of the boreholes that could be isolated with straddle packers and stressed with hydraulic
pressure to nucleate a horizontal fracture. Not only did the abrasive slurry cut a deeper notch than a
20,000 psi water jet, less water was used, and water returned to the surface was essentially ambient
temperature.
Secondly, the strength and stiffness of the bedrock imposed greater pressure requirements than could
be expected from soil. In addition to a high pressure (3000 psi) injection pump for delivery of the SRS
mixture, the tool package thus included isolation packers, injection tubing, and hoses that could tolerate
the requisite pressure and isolate the full length of the open boreholes.
Several packers were brought to the site for the work. The principal straddle packer, with a rating of
5000 psi, was a hydraulically activated mechanical unit that obtained its seal by compressing rubber
glands that were fitted along its sleeve. It was manufactured by Flatwater Fleet of Saginaw, Minnesota.
Work was also done with inflatable packers that presented narrower diameter but carried lower
pressure rating. These packers were manufactured by Baski of Denver, Colorado.
All injection was done with at least one packer sitting in the surface casing. In order to isolate deeper
intervals with two packers, a third packer was positioned in the casing. A pass through in this
uppermost packer returned to the inlet of the injection pump so that fluid by-passing the top isolating
packer could be captured and reinjected. Consequently, net injection into each interval proceeded
according to design but the gross injection may have been 25% greater. No systematic data were
collected concerning the recycle.
Injection Wells
The thirteen wells are listed in Table 1. These were divided into Zone A, which were shallower, and
Zone B. Nine of the wells were newly drilled, and four formerly were monitoring wells.
Before injection work commenced, a size gauge was lowered into each well. This gauge was a ten foot
long piece of 3-inch PVC pipe. The real OD of 3-inch pipe is 3% inches, so the gauge almost precisely
mimicked the size and shape of the Flatwater Fleet straddle packer. In nine wells, the gauge could not
be lowered to the bottom of the well. A camera was used to reveal the nature of the obstructions and
to provide information needed to plan alternative actions. The camera revealed raged and broken rock
in several wells as noted in Table 1. These wells required the use of the slimmer diameter Baski packers.
The Flatwater Fleet packer was used where it could deployed until it became permanently stuck in MW-
52. The packer seems to be lodged with the rubber glands of the lower unit wedged at the elevation of
the casing. In addition to the packer, the hydraulic line used to activate the packer and fragments of a
flat measuring tape lie above the uppermost packer.
Volumes, Rates, and Timing
Table 2 lists the wells and injection depths. The data are presented in approximately chronological
order for completion of injection. Table 2 also lists the date the initiation notch was cut, the date
viability of the initiation notch was tested (broken-down), and the breakdown pressure as observed on a
pressure gage at the injection well head or in the pressure log recorded at the injection pump. The
notching and breakdown tasks were preformed separately from injection, so these events do not appear
in chronological order. Each injection event was assigned a sequence number. In two instances,
-2- 0.2

injection at a target elevation was interrupted. The intervening hiatus, which was less than an hour,
allow identification of two injection intervals for the subject target elevation. Notes in the table describe
variations in method, explain absence of data, and document significant impact on offset wells, which
occur during one of the notching events and at least seven of the injection events.
Table 3 lists the quantities of materials and injection rates for the sixty-eight injection events. Each
injection event commenced with a small volume of water that was more than sufficient to fill the hose
that connected the injection pump to the well head. The water was followed by a small pad (a small
volume of injected fluid) of cross linked guar solution that was used to aid in opening and sweeping
fracture aperture. The VOE mixture, composed of one part SRS vegetable oil emulsion and two parts
water followed. The VOE mixture was chased with water containing sodium carbonate at 0.05 lb per
gal. Chase water amounted to six times the volume of the SRS used. A final flush of cross linked guar gel
and a purge of water finished the injection event.
Extent of Influence — Impact on Offset Wells
Table 4 describes the situations where offset well pressures were impacted directly and significantly by
injection or notching actions. These impacts occurred from shallow intervals to deeper wells, from deep
intervals to more shallow wells, and along elevation. Impacts were observed at lateral distances as
great as 118 feet.
The results documented in Table 4 were extreme in magnitude of flow or pressure but sporadic. More
systematic influence was observed by pressure loggers installed in almost all offset wells. Specifically,
every well within 75 feet laterally that was screened within 50 feet above or below the injection target
was plugged with a light packer that was fitted with a pressure transducer connected to a datalogger.
These dataloggers recorded values every thirty seconds and were downloaded weekly. This collection of
data amounted to 900,000 pairs of time and pressure. Data reflected natural background phenomena,
such as weather related changes in water table, as well as impacts of fracturing activities. Data were
reviewed to identify significant trends and to correlate changes with injection events. The maximum
magnitude of pressure change during the course of an injection event was identified for each offset well.
Impacts in offset wells are summarized in Table 5. The underlying data are listed and are presented
graphically in Appendix "A"
All of the injection wells impacted offset wells. Injection into MW 43 impacted 12 offset wells, while
injection into IW-11A and IW-16B resulted in impact in only three wells. Typically, six offset wells were
impacted.
All injection wells effected pressure increases of 2 psi or more in at least one offset well. Of the thirteen
injection wells, eight effected a pressure of more than 5 psi in at least one offset well. About thirty
impacts in excess of 5 psi occurred during the course of the sixty eight injection events that occurred
during the project. The maximum impact was 29.7 psi.
Impacts were observed in wells as great as 248 feet from the injection well. More typically, these
observations were within 100 to 150 feet of the injection well. The significant pressure responses (> 5
psi) were observed at closer distances — none greater than 200 feet and frequently less than 20 feet.
-3- 0.2

Surface deformation and building deflections.
Walls and floor surfaces near injection locations were monitored for adverse impact by the fracturing
process. Cell -phone videos of these areas were made before commencing fracturing work at any
location. After completing work at a location, the video was reviewed and compared to the then
current situation. No differences were noted, supporting the conclusion that fracturing had no negative
impact on the building.
Furthermore, a collection of eight Applied Geomechanics Series 800 tiltmeters, which have a rated
precision of 1.75 µRadians, were placed along the walls and beside roof pillars. These produced real-
time signals of the angular deformation imparted by the fracturing events. While definitive signals were
observed, the magnitude of angular deformation was much less than the limits imposed by general
architectural and structural engineering practice. Specifically, the generally accepted limit of
deformation for plaster ceilings is about 5,500 µRadians, and fractures created in this work effected tilts
on the order of a hundreds of µRadians. The strongest signal observed was 2,200 µRadians.
Assessment of fracture geometry by injection pressure analysis
The geometry of a propagating hydraulic fracture can be characterized quantitatively with consideration
of the concepts of material balance and linear elastic failure mechanics. Murdoch (2002) proposed a
simple model for the ideal case of a thin, circular, horizontal fracture that has diameter on the order of
or greater than its depth below ground surface. Three geotechnical parameters in addition to depth
describe the fractured media: the bulk modulus, commonly denoted "E", the Type I stress intensity
factor, K,c, and the total leak -off coefficient, ceff. The modulus can be thought of as the elasticity of the
rock; it determines how the new volume of the fracture space is accommodated within the earth. The
stress intensity factor sometime is called toughness, and it describes the resistance the formation offers
to the propagation of the fracture tip. It has units of pressure — length'. The leak -off coefficient
characterizes the ability of the fracture fluid to penetrate from the newly formed fracture space into the
formation around the space — fluid that leaks out of the fracture and into the pores, fissures, cracks and
other passages that the fracture intercepts. It has units of length — time-'. Fluid that has leaked out of
the fracture space cannot propagate the fracture tip and so limits the extent of the fracture.
In Murdoch's model, injection pressure is proportional to the square root of the ratio K;c3:E in the case of
no leak -off, so regression can be used to extract this geotechnical characteristic from a pressure log. In
the presence of significant leak -off, only a parametric process can fit the model to the data of an entire
fracturing event. With only modest leak -off, regression can be used successfully over early time data.
Many of the fractures created in this project seem to fall into this third category, while a few (especially
some of the earlier fractures) suggested denser rock that supported minimal leak -off.
Table 6 shows the results of regression on the several pressure logs. The extracted parameter, the
square root of the ratio K;,3:E, has units of pressure length' The quality of the fit and the resulting value
were assessed subjectively, and the opinion indicated by high -lighted color of the values in Table 6.
Respectable analysis and results are indicated with green, passable and mediocre data with yellow, and
poor and questionable situations with red. (The color selection follows from the default styles options
in Microsoft Excel.)
-4- 0.2

Notably, green data in Table 6 tend to predominate in the earlier dates while red concentrates lower in
the table for later dates. These trends are consistent with the increased violation of model assumptions
and greater leak -off that should have occurred later in the project as the result of fractures propagating
into areas and volumes previously impacted by earlier fractures.
Regression analysis was also applied to early time data and breakdown events, in which leak -off should
have been much less significant. These results are shown in Table 7. The comparison of standard
deviations listed in Table 6 and 7 shows early time data to be much more consistent. Also, early time
average and median are less. As fractures propagate into areas with greater transmissivity, leak -off
increases, and propagation is retard, a similar consequence to greater toughness and extracted
parameter.
The extracted ratio can be used with estimates of bulk modulus and leak -off coefficient to
parametrically explore the range of possible fracture extent. The bulk modulus of sand stone, a typical
petroleum reservoir rock, is on the order of 10 GPa. Granite is a bit stiffer, and publish values range
from 20 to 100 GPa. The greater values probably represent core material of the earth, and potentially
weathered and near-surficial granite probably approach the other extreme.
Table 8 lists six projections obtained with Murdoch's model using a) bulk modulus of 10, 20, and 100
Gpa, with b) leak off coefficients of 10', 10', and 10' m/min', and c) two values of the ratio extracted
from pressure logs. These cases presume a depth of 72 ft and an injected volume of 270 gallons, both of
which are typical or average for this project.
The projections based on the ratio of 65 kPa m' in Table 8 represents the pristine, unfractured state
encountered early in the project. Model projections for these cases are listed in the first row of Table 8.
With significant leak -off, fracture radius could be expected to be 55 to 60 ft. The fluid efficiency of the
fractures — the portion of fluid remaining in the fracture relative to the injected volume - ranges from
about 5% to 15%. With an order of magnitude less leak -off, 60% to 80% of the injected fluid remains in
the fracture and fracture radii of 80 to 110 ft could be realized. As injection efficiency approaches unity,
a few more feet of fracture radius might be realized.
Projections for more naturally fractured or previously fracture bedrock, which may have a ratio value of
200 kPa m', have shorter fracture radii. With significant leak -off, fracture radii range from 50 to 55 feet.
The maximum radii for projections in this class are 104 feet.
These calculations serve to support evidence that fracture radii reliably were 50 feet or more but not
substantially greater, i.e. not approaching 1000 feet or any significant fraction of 1000 feet. The site
certainly exhibited indications of profuse leak -off pathways. Offset wells were impacted by leak -off.
Leak -off provided the pathway by which fluid circumvented the upper straddle packer and entered the
bore hole below the top packer that was positioned in the casing to direct it back to the injection pump.
The contrast between early time and long time pressure log characteristics indicates leak -off consistent
with fractures with 50 foot radii.
Conclusions
The techniques and processes deployed at the former Pelton and Crane facility during this phase of work
proved to be the most efficacious methods for creation of horizontal fractures in granitic bedrock. All
but two of the sixty nine targeted intervals could be isolated adequately to nucleate and propagate a
-5- 0.2

fracture or inject reagents into the formation. Health and safety was substantially improved by
substitution of 4000 psi kerf cutting processes for 20,000 psi process used previously. The use of lower
pressure also eliminated thermal hazards in the kerfing process. In addition, the kerfing process
generated less waste water.
Changes in the downhole tooling greatly minimized incidents of injected fluids returning to the ground
surface and requiring management and imposing additional injection time to recycle the material. The
availability of multiple packers and inject tool sets promoted better control of the injection process.
Offset well pressures and injection pressure analysis suggest the broad distribution of remedial agents
at, below, and above targeted elevations. Offset wells above, below, and on elevation with injection
wells were impacted. Injection pressure analysis suggest fracture radii of 50 to 100 feet were obtained
routinely. The character of the injection pressure logs changed during the course of the project,
suggesting propagated fractures were intersecting previously fractured zones.
References
Murdoch, L. C. (1993) "Hydraulic Fracturing of Soil During Laboratory Experiments, Part 1: Methods and
Observations." Geotechnique 43:2 (255-265.)
Murdoch, L. C. (1993) "Hydraulic Fracturing of Soil During Laboratory Experiments, Part 2: Propagation."
Geotechnique 43:2 (266-276.)
Murdoch, L. C. (1993) "Hydraulic Fracturing of Soil During Laboratory Experiments, Part 3: Theoretical
Analysis." Geotechnique 43:2 (277-287.)
Murdoch, L. C. (2002) "Mechanical Analysis of Idealized Shallow Hydraulic Fractures." Journal of
Geotechnical and Geoenvironmental Engineering 128:6 (488-495.)
6 0.2

Table 1 - Injection Wells
Measured
Injection Depth Cleared Casing
Well Zone (ft) Depth (ft) Depth (ft) Notes
IW-9A
A
70.0
70.0
34.3 Parted casing at 28 ft
I W-11A
A
76.0
60.0
50.7
MW-43
B
95.3
95.3
64.8 rubble zone 20.5 ft from bot
IW-10B
B
101.5
101.5
69.3
MW-56
A
61.7
42.0
41.9
IW-12B
B
105.5
85.0
76.0 Non -circular (cloverleaf) cross section
MW-52
A
62.5
49.5
43.6 nat frx 19 ft from bot. Packers stuck in csg
IW-14B
B
110.2
110.2
91.8 jagged across entire interval
IW-16B
B
110.2
94.0
85.0 Too milky to review - impact from surface soil inj
IW-18B
B
115.3
88.0
86.2
IW-7A
A
71.4
32.5
25.6 Motorized notch cutter could not clear 32.5 ft
IW-813
B
99.3
81.0
70.4 Non -circular (cloverleaf) cross section
MW-41
A
55.5
55.5
24.7
-7- 0.2

Table 2 - Injection Intervals and Event Timing
Well
Depth
Notched
Break down
Brkdn
Injection
Inj Event
Event
Notes
Press
completed
Vol
(ft bgs)
(psi)
(gal)
IW 9A
66.5
4/2/2014
4/5/2014
500
4/18/14 14:06
1
240
top packed set at 667'
IW 9A
62.5
4/8/2001
4/12/2014
900
4/18/14 16:59
2
245
IW 9A
58.0
4/8/2014
4/21/2014
943
4/21/14 15:40
3
245
IW 9A
53.5
4/8/2014
4/10/2014
1,300
4/21/14 17:13
4
245
IW 9A
48.0
4/8/2014
4/22/2014
2,103
4/22/14 9:50
5
245
notice water in manhole of IW10B
IW 9A
37.0
4/8/2014
4/9/2014
1,200
6
245
IW 9A
42.2
4/8/2014
4/10/2014
1,000
7
245
IW 11A
67.0
4/14/2014
4/25/2014
760
9
245
IW 11A
55.3
4/15/2014
4/22/2014
1,400
12
245
IW 11A
71.0
4/14/2014
4/25/2014
800
8
245
top pack both break & injection
IW 11A
63.0
4/15/2014
4/23/2014
1,000
4/25/14 15:48
10
245
IW 11A
59.0
4/15/2014.
4/22/2014
1,100
4/25/14 16:25
11
245
returns from interzone and above trim pkr
MW 43
91.0
4/26/2014
4/29/2014
1,800
4/29/14 14:49
13
276
note returns from MW41 despite plug at bottom of csg - pull plug up 10 ft
MW 43
87.0
4/26/2014
4/28/2014
900
4/29/14 15:27
14
276
pkr stuck. Freed w/ effort
MW 43
83.0
4/26/2014
4/28/2014
800
4/29/14 16:18
15
276
MW 43
79.0
4/26/2014
4/28/2014
1,800
4/29/14 16:51
16
269
MW 43
75.0
4/26/2014
4/28/2014
4/29/14 17:21
17
269
MW 43
70.0
4/26/2014
4/28/2014
4/29/14 17:49
18
269
IW 10B
87.0
5/1/2014
5/2/2014
5/2/14 17:58
21
259
IW 10B
91.5
4/30/2014
5/2/2014
5/2/14 17:25
20
259
IW 10B
96.0
4/30/2014
5/2/2014
5/2/14 16:56
19
259
IW 10B
82.5
5/1/2014
5/2/2014
5/3/14 8:51
22
259
IW 10B
78.0
5/1/2014
5/2/2014
900
5/3/14 9:26
23
259
IW 10B
73.5
5/1/2014
5/2/2014
800
5/3/14 10:05
24
259
MW 56
44.0
4/16/2014
5/3/2014
1,500
5/3/14 16:19
28
228
MW 56
48.0
4/16/2014
5/3/2014
1,700
5/3/14 15:52
27
228
MW 56
52.0
4/16/2014
5/3/2014
1,600
5/3/14 15:17
26
228
MW 56
56.0
4/16/2014
5/3/2014
1,700
5/3/14 14:45
25
228
IW 12B
85.0
5/6/2014
5/7/2014
1,500
5/7/14 15:52
33
268
IW 12B
90.0
5/6/2014
5/7/2014
1,300
5/7/1414:40
32
268
IW 12B
95.0
5/6/2014
5/7/2014
1,200
5/7/14 14:00
31
268
Returns from IW10B
IW 12B
100.0
5/5/2014
5/7/2014
1,300
5/7/14 13:20
29 & 30
57 & 204
Paused duue to heavy return from IW 11A
IW 12B
80.0
5/6/2014
5/7/2014
1,500
5/8/14 9:31
34
261
MW 52
56.3
5/8/2014
No Injection
MW 52
48.7
5/8/2014
5/9/2014
500
5/9/14 10:12
36
215
MW 52
52.5
5/8/2014
5/9/2014
500
5/9/149:29
306
MW 52
45.0
4/14/2014
5/9/2014
600
5/9/14 11:38
208
frac'd w/ FF, pkrs stuck permanently
8 v1.2

Table 3 - Injection Volumes and Rates
Well
Depth
Hose Fill
VOE mix
Chase
Hose Purge
Injection
Inj
Event
water
guar solution
SRS
Water
Net Rate
Water
NaCO3
Net Rate
guar solution
water
completed
Event
Vol
(ft bgs)
(gal)
(gpm)
(gal)
(gpm)
(gal)
(gal)
(gpm)
(gal)
(lb)
(gpm)
(gal)
(gpm)
(gal)
(gpm)
IW 9A
66.5
15
24
10
27
20.3
40.5
13
121.5
6.075
17
8
15
25
17
4/18/14 14:06
1
IW 9A
62.5
15
20
15
33
20.3
40.5
15
121.5
6.075
17
8
5
25
20
4/18/14 16:59
2
IW 9A
58.0
15
24
15
17
20.3
40.5
19
121.5
6.075
19
8
7
25
26
4/21/14 15:40
3
IW 9A
53.5
15
12
15
26
20.3
40.5
21
121.5
6.075
21
8
15
25
30
4/21/14 17:13
4
IW 9A
48.0
15
20
15
27
20.3
40.5
17
121.5
6.075
23
8
15
25
26
4/22/14 9:50
5
IW 9A
37.0
15
33
15
20.3
40.5
21
121.5
6.075
22
8
9
25
33
4/22/14 11:25
6
245
IW 9A
42.2
15
35
15
20.3
40.5
20
121.5
6.075
21
8
25
25
26
4/22/14 12:54
7
245
IW 11A
67.0
15
22
15
20.2
40.4
20
121.2
6.06
21
8
23
25
28
4/25/14 15:11
9
245
IW 11A
55.3
15
21
15
20.2
40.4
18
121.2
6.06
23
8
18
25
30
4/25/14 17:00
12
245
IW 11A
71.0
15
39
15
20.2
40.4
18
121.2
6.06
22
8
25
25
31
4/25/14 12:50
8
245
IW 11A
63.0
15
26
15
28
20.2
40.4
19
121.2
6.06
21
8
28
31
4/25/14 15:48
10
245
IW 11A
59.0
15
24
15
26
20.2
40.4
16
121.2
6.06
18
8
25
32
4/25/14 16:25
11
245
MW 43
91.0
15
13
15
26
23.7
47.3
17
142
7.1
21
8
24
31
4/29/14 14:49
13
276
MW 43
87.0
15
25
15
25
23.7
47.3
17
142
7.1
20
8
19
31
4/29/14 15:27
14
276
MW 43
83.0
15
22
15
30
23.7
47.3
18
142
7.1
22
8
34
41
4/29/14 16:18
15
276
MW 43
79.0
15
33
8
35
23.7
47.3
22
142
7.1
21
8
37
37
4/29/14 16:51
16
269
MW 43
75.0
15
24
30
23.7
47.3
19
142
7.1
24
8
40
25
38
4/29/14 17:21
17
269
MW 43
70.0
15
25
25
23.7
47.3
23
142
7.1
21
8
9
25
28
4/29/14 17:49
18
269
IW 10B
87.0
15
32
30
23.7
47.3
25
142
7.1
26
8
34
15
25
5/2/14 17:58
21
259
IW 10B
91.5
15
32
30
23.7
47.3
28
142
7.1
22
8
27
15
23
5/2/14 17:25
20
259
IW 10B
96.0
15
35
30
23.7
47.3
18
142
7.1
21
8
25
15
23
5/2/14 16:56
19
259
IW 10B
82.5
15
27
28
23.7
47.3
15
142
7.1
18
8
34
15
37
5/3/14 8:51
22
259
IW 10B
78.0
15
26
8
26
23.7
47.3
16
142
7.1
19
8
40
15
27
5/3/14 9:26
23
259
IW 10B
73.5
15
31
8
28
23.7
47.3
18
142
7.1
20
8
34
15
29
5/3/14 10:05
24
259
MW 56
44.0
15
33
8
32
20.3
40.5
17
121.5
6.075
20
8
11
15
22
5/3/14 16:19
28
228
MW 56
48.0
15
39
8
24
20.3
40.5
19
121.5
6.075
20
8
34
15
24
5/3/14 15:52
27
228
MW 56
52.0
15
33
8
30
20.3
40.5
26
121.5
6.075
18
8
37
15
28
5/3/14 15:17
26
228
MW 56
56.0
15
26
8
28
20.3
40.5
18
121.5
6.075
20
8
32
15
26
5/3/14 14:45
25
228
IW 12B
85.0
15
33
15
35
22.8
45.6
15
136.8
6.84
18
8
18
25
31
5/7/14 15:52
33
268
IW 12B
90.0
15
36
15
33
22.8
45.6
15
136.8
6.84
21
8
18
25
31
5/7/14 14:40
32
268
IW 12B
95.0
15
31
15
30
22.8
45.6
15
136.8
6.84
21
8
20
25
30
5/7/14 14:00
31
268
IW 12B
100.0
15
33
8
28
22.8
45.6
11
136.8
6.84
22
8
23
25
31
5/7/14 13:20
29 & 30
57 & 204
IW 12B
80.0
1 15
32
8
25
1 22.8
45.6
1 136.8
6.84
20
1 8
12
1 25
21
1 5/8/14 9:31
34
261
MW 52
56.3
No Injection
MW 52
48.7
15
8
15
17
18.0
36.0
1 108
5.4
14
8
20
1 15
26
5/9/14 10:12
36
215
-9- 0.2

Table 4 - Direct Impacts On Offset Wells
Injection
Well
Injection
Depth
(ft bgs)
Offset Well
Top Bot
(ft bgs) (ft bgs)
Approx Lateral
Distance
(ft)
Impact
IW-9A
48
IW-1013 69.3 101.5
21.5
Noted water rise in csg
IW-11A
59
IW-11A 50.7 76
0
Returns into csg as well as to below pkr in csg.
MW-43
91
MW-41 25 55
53.6
Returns despite plug set at bottom of csg. Pull plug up 10 ft.
IW-12B
95
IW-10B 69.3 101.5
118
Returns from well. Collect & plug w/ pkr.
IW-12B
100
IW-11A 50.7 76
26
Plug packer collapsed. Pause injection. Collect returns. Insert heavy pkr.
IW-7A
65
IW-3S 40 60
34
I W-8B
86.5
M W-43 65 95
94
M W-41
49
M W-40 65 95
20
- 10- 0.2

TableS Summary of Pressure Impacts in Offset Wells
Impacts Greatest Impact
Farthest Impact
Farthest Impact
Impacted
Inj Well
Caused (psi)
(ft)
> 5psi (ft)
(by other wells)
IW9A
7 20
185
126
4
IW11A
3 3.8
137
none
4
MW43
12 19.8
130
17
4
IW10B
7 4.1
141
none
3
M W56
7 10.5
115
111
3
I W 12 B
8 13.2
130
19
1
MW52
5 2.2
74
none
4
IW14B
5 5.1
193
15
3
IW16B
3 2
119
none
2
IW18B
5 12.4
248
200
3
IW7A
5 1.9
81
none
7
IWBB
6 29.7
93
93
3
MW41
7 15.3
233
107
1
- 11 - v1.2

Table 6 - Geotechnical Characteristics
Well ID
Depth
Date
Sgrt(K,c3:E) Notes
(ft)
(kPa rn"")
IW9A
58 ft
4/21/2014
113.4 General Frac Trend
IW9A
54 ft
4/21/2014
373.2 General Frac Trend
IW9A
48 ft
4/22/2014
141.4 General Frac Trend
IW9A
37 ft
4/22/2014
67.2 Overall Trend is Wavy
IW9A
42 ft
4/22/2014
422.1 Profile Climbs
IW11A
71 ft
4/25/2014
162.9
IW11A
67 ft
4/25/2014
189.0 Very Linear
IW11A
63 ft
4/25/2014
269.6 General Frac Trend
IW11A
59 ft
4/25/2014
325.8 Flat Fracture Profile
IW11A
55 ft
4/25/2014
180.5 General Frac Trend
MW43
91 ft
4/29/2014
310.8 General Frac Trend
MW43
87 ft
4/29/2014
302.6 General Frac Trend
MW43
83 ft
4/29/2014
291.2 General Frac Trend
MW43
79 ft
4/29/2014
123.2 General Frac Trend
MW43
75 ft
4/29/2014
196.8 General Frac Trend
MW43
70 ft
4/29/2014
288.7 General Frac Trend
MW45
75 ft
4/29/2014
59.0
MW45
75 ft
4/29/2014
62.8
IW10B
96 ft
5/2/2014
128.7 General Frac Trend
IW10B
92 ft
5/2/2014
112.4 General Frac Trend
IW10B
87 ft
5/2/2014
123.8 General Frac Trend
IW10B
83 ft
5/3/2014
348.2 Decent model fit
IW10B
78 ft
5/3/2014
2.8 Decent model fit, but extreme result
IW10B
74 ft
5/3/2014
137.1
MW56
56 ft
5/3/2014
105.1 Best Model Fit, Injection Trend
MW56
52 ft
5/3/2014
124.0 Good Model Fit, Injection Trend
MW56
48 ft
5/3/2014
189.4 Decent Model Fit, Injection Trend
MW56
44 ft
5/3/2014
210.9 Good Model Fit, Injection Trend
IW12B
100 ft
5/7/2014
95.3 Partial Injec. General Trend
IW12B
100 ft
5/7/2014
165.1 Resume Injec. at 100ft, General Trend
IW12B
95 ft
5/7/2014
355.2 Decent Model Fit
IW12B
90 ft
5/7/2014
279.6 Good Model Fit
IW12B
85 ft
5/7/2014
308.0 General Trend
IW12B
80 ft
5/8/2014
203.8 A Little Noisy
MW52
49 ft
5/9/2014
115.1 Broke but not Fraced moved to 52'
MW52
49 ft
5/9/2014
85.8 Fraced
MW52
53 ft
5/9/2014
111.1 Flat Fracture Profile
MW52
45 ft
5/9/2014
69.6 Increasing Fracture Profile
IW14B
104 ft
5/12/2014
80.0 Break near end of Injec.
IW14B
101 ft
5/13/2014
89.3 Flat Fracture Profile
IW14B
98 ft
5/13/2014
32.3 Flat Fracture Profile
- 12 - 0.2

Table 7 - Early Time Geotechnical Characteristics
Well ID
Depth
Date
Sgrt(K,c3:E)
(ft)
(kPa m0.75)
IW9A
58 ft
4/21/2014
56.7
IW9A
54 ft
4/21/2014
89.2
IW9A
48 ft
4/22/2014
106.6
IW9A
42 ft
4/22/2014
48.8
IW11A
71 ft
4/25/2014
61.1
IW11A
63 ft
4/25/2014
111.5
IW11A
55 ft
4/25/2014
67.6
M W43
91 ft
4/29/2014
70.8
M W44
79 ft
4/29/2014
107.1
M W45
75 ft
4/29/2014
60.5
IW10B
96 ft
5/2/2014
30.1
IW10B
92.0 ft
5/2/2014
24.4
IW10B
87 ft
5/2/2014
30.1
IW10B
83 ft
5/3/2014
119.5
IW10B
74 ft
5/3/2014
64.9
MW56
56 ft
5/3/2014
105.1
MW56
52 ft
5/3/2014
71.1
MW56
48 ft
5/3/2014
69.0
MW56
44 ft
5/3/2014
51.7
I W 12 B
100 ft
5/7/2014
63.0
I W 12 B
100 ft
5/7/2014
37.5
I W 12 B
85 ft
5/7/2014
73.1
MW41
49 ft
5/16/2014
60.6
Average 69
Median 65
Standard Deviation 27
- 13 - 0.2

Table 8 - Estimates of Fracture Extent
SgRt(K;,3:E) =65 kPa m0.75
Toughness, kPa m05
3480
4390
7500
Stiffness, kPa
10000000
20000000
100000000
LeakOff, m min-05
0.0001
1.00E-05
1.00E-06
0.0001
1.00E-05
1.00E-06
0.0001
1.00E-05
1.00E-06
Frac Radius, ft
54.2
81.6
85.6
55.7
90.3
95.9
57.7
112.7
124.8
Aperture, cm
0.06
0.13
0.14
0.04
0.1
0.11
0.01
0.05
0.06
Fluid Eff, %
15.8
80.9
97.9
11.1
76.6
97.4
4.4
63.6
95.6
SgRt(K;'3:E) =200 kPa m0.71
Toughness, kPa m05
7370
9280
15900
Stiffness, kPa
10000000
20000000
100000000
LeakOff, m min-05
0.0001
1.00E-05
1.00E-06
0.0001
1.00E-05
1.00E-06
0.0001
1.00E-05
1.00E-06
Frac Radius, ft
50.8
68.7
71
53
76.4
79.7
56.5
96.7
103.8
Aperture, cm
0.11
0.19
0.21
0.07
0.15
0.16
0.03
0.08
0.09
Fluid Eff, %
25.9
86.5
98.6
19.3
83.3
98.2
8.5
73.2
96.9
- 14 - v1.2

Table 6 - Geotechnical Characteristics (continued)
Well ID
Depth
Date
Sgrt(Kic3:E) Notes
(ft)
(kPa moas)
IW14B
95 ft
5/13/2014
15.3 Flat Fracture Profile
IW16B
104 ft
5/13/2014
35.6 Noisy
IW16B
101 ft
5/13/2014
30.1 Flat Fracture Profile
IW16B
98 ft
5/13/2014
147.0 Noisy
IW16B
95 ft
5/13/2014
80.8 Noisy
IW18B
106 ft
5/14/2014
175.5 Good Model Fit
IW18B
100 ft
5/14/2014
41.4 Flat Fracture Profile
IW18B
96 ft
5/14/2014
32.7 Flat Fracture Profile
IW18B
92 ft
5/14/2014
59.5 Flat Fracture Profile
IW18B
86 ft
5/14/2014
185.6 Lots of Noise
IW7A
65 ft
5/15/2014
204.2 Good Model Fit
IW7A
61 ft
5/15/2014
lots of noise in data
IW7A
45 ft
5/15/2014
4.2 lots of noise in data
IW7A
38 ft
5/15/2014
11.6 lots of noise in data
IW7A
33 ft
5/15/2014
400.6
IW7A
54 ft
5/15/2014
10.0 lots of noise in data
IW7A
28 ft
5/15/2014
20.4 lots of noise in data
IW813
87 ft
5/16/2014
139.4 Flat, General Trend
IW813
82 ft
5/16/2014
6.6 Flat Pressure Profile
IW813
78 ft
5/16/2014
944.0 Flat Pressure Profile
IW813
73 ft
5/16/2014
208.2 Lots of Noise
IW813
73 ft
5/16/2014
164.0 Flat Pressure Profile
MW41
49 ft
5/16/2014
165.5 General Trend
Average 166
Median 137
Standard Deviation 148
- 15- 0.2

Table 3 - Injection Volumes and Rates (continued)
Well
Depth
Hose Fill
VOE mix
Chase
Hose Purge
Injection
Inj
Event
water
guar solution
SRS
Water
Net Rate
Water
NaCO3
Net Rate
guar solution
water
completed
Event
Vol
(ft bgs)
(gal)
(gpm)
(gal)
(gpm)
(gal)
(gal)
(gpm)
(gal)
(lb)
(gpm)
(gal)
(gpm)
(gal)
(gpm)
MW 52
52.5
15
17
15
3
54.0
9
162
8.1
11
8
37
25
25
5/9/14 9:29
35
306
MW 52
45.0
5
21
8
30
36.0
19
108
5.4
25
8
44
25
31
5/9/14 11:38
37
208
IW 14B
104.0
15
3
15
6
50.0
9
150
7.5
17
8
5
25
9
5/12/14 18:30
38
288
IW 14B
101.0
15
13
15
19
50.0
21
150
7.5
23
8
20
25
31
5/13/14 9:49
39
288
IW 14B
98.0
15
28
15
28
25.0
50.0
17
150
7.5
20
8
17
25
23
5/13/14 10:30
40
288
IW 14B
95.0
15
33
15
33
25.0
50.0
20
150
7.5
23
8
17
25
24
5/13/14 11:13
41
288
IW 16B
104.0
15
14
15
13
25.0
50.0
20
150
7.5
24
8
24
10
21
5/13/14 18:30
42
273
IW 16B
101.0
15
17
15
31
25.0
50.0
15
150
7.5
16
8
15
10
21
5/13/14 19:09
43
273
IW 16B
98.0
15
17
15
13
25.0
50.0
17
150
7.5
20
8
17
10
16
5/13/14 19:36
44
273
IW 16B
95.0
15
32
15
30
25.0
50.0
19
150
7.5
17
8
16
10
13
5/13/14 20:01
45
273
IW 18B
106.3
15
10
15
29
24.8
49.6
19
148.8
7.44
20
8
18
25
25
5/14/14 8:05
46
286
IW 18B
100.0
15
26
15
33
24.8
49.6
14
148.8
7.44
19
8
18
25
23
5/14/14 9:47
47
286
IW 18B
96.0
15
30
15
33
24.8
49.6
15
148.8
7.44
18
8
18
25
26
5/14/14 10:26
48
286
IW 18B
92.0
15
30
15
31
24.8
49.6
18
148.8
7.44
21
8
18
25
23
5/14/14 11:05
49
286
IW 18B
86.0
15
31
10
24
24.8
49.6
20
148.8
7.44
21
8
7
25
24
5/14/14 12:48
50
281
IW 7A
65.0
15
8
15
12
26.0
52.0
16
156
7.8
15
8
34
25
30
5/15/14 17:16
51
297
IW 7A
61.0
15
13
15
33
26.0
52.0
19
156
7.8
18
8
20
25
28
5/15/14 17:47
52
297
IW 7A
45.0
15
27
10
26
26.0
52.0
17
156
7.8
21
8
28
25
31
5/15/14 18:25
53
292
IW 7A
37.5
15
26
10
29
26.0
52.0
17
156
7.8
17
4
30
25
25
5/15/14 20:23
54
288
IW 7A
32.5
15
14
10
23
26.0
52.0
29
156
7.8
18
8
27
25
32
5/15/14 20:48
55
292
IW 7A
53.5
15
19
10
32
26.0
52.0
21
156
7.8
23
8
34
25
23
5/15/14 22:33
56
292
IW 7A
28.0
10
35
10
43
26.0
52.0
14
156
7.8
19
8
11
25
33
5/15/14 23:21
57
287
IW 8B
95.5
No Injection
IW 8B
91.0
No Injection
IW 8B
86.5
15
11
15
15
27.2
54.4
5
163.2
8.16
12
8
7
25
18
5/16/14 14:42
58
308
IW 8B
82.0
15
16
15
27
27.2
54.4
14
163.2
8.16
19
8
20
15
16
59
298
IW 8B
77.5
15
15
10
27
27.2
54.4
4
40.8
2.04
1
no purge
60
147
IW 8B
73.0
15
12
10
27
27.2
54.4
12
285.6
14.28
17
8
19
25
16
61 & 62
293 & 132
MW 41
49.0
5
23
10
25
24.0
48.0
20
144
7.2
19
8
25
10
16
63
249
MW 41
46.5
15
15
10
15
24.0
48.0
14
144
7.2
13
8
15
10
15
64
259
MW 41
42.0
15
15
10
15
24.0
48.0
28
144
7.2
26
8
15
10
15
65
259
MW 41
39.0
15
15
10
15
24.0
48.0
16
144
7.2
15
8
15
10
15
5/17/14 9:55
66
259
MW 41
35.0
15
15
10
15
24.0
48.0
22
144
7.2
21
8
15
10
15
5/17/14 10:24
67
259
MW 41
30.0
15
15
10
15
24.0
48.0
17
144
7.2
16
8
15
10
15
5/17/14 10:45
68
259

Table 2 - Injection Intervals and Event Timing (continued)
Well Depth
Notched
Break down
Brkdn
Injection Inj Event Event
Notes
I
Press
completed Vol
(ft bgs)
(psi)
(gal)
IW 14B 104.0
5/12/2014
5/12/2014
678
5/12/14 18:30 288
IW 14B 101.0
5/12/2014
5/12/2014
803
5/13/14 9:49 288
IW 14B 98.0
5/12/2014
5/12/2014
482
5/13/14 10:30 40 288
IW 14B 95.0
5/12/2014
5/12/2014
445
5/13/14 11:13 41 288
IW 16B 104.0
5/13/2014
5/13/2014
574
5/13/14 18:30 42 273
IW 16B 101.0
5/13/2014
5/13/2014
518
5/13/14 19:09 43 273
IW 16B 98.0
5/13/2014
5/13/2014
473
5/13/14 19:36 44 273
IW 16B 95.0
5/13/2014
5/13/2014
395
5/13/14 20:01 45 273
IW 18B 106.3
5/13/2014
5/13/2014
800
5/14/14 8:05 46 286
top pack both break & injection
IW 18B 100.0
5/13/2014
5/13/2014
350
5/14/14 9:47 47 286
IW 18B 96.0
5/13/2014
5/13/2014
350
5/14/14 10:26 48 286
IW 18B 92.0
5/13/2014
5/13/2014
400
5/14/14 11:05 49 286
IW 18B 86.0
5/13/2014
5/13/2014
500
5/14/14 12:48 50 281
IW 7A 65.0
5/15/2014
5/15/2014
728
5/15/14 17:16 51 297
Flow into IW3S while notching. Set @ 63.75 so top pkr blanks broken rk @ 60
IW 7A 61.0
straddle nat
5/15/2014
538
5/15/14 17:47 52 297
straddle interval picked 58.62-61.65. Bot pkr blank kerf65
IW 7A 45.0
frx
5/15/2014
285
5/15/14 18:25 53 292
straddle interval picked 43.0-46.5
IW 7A 37.5
5/15/2014
450
5/15/14 20:23 54 288
straddle interval picked 36.35-39.35
IW 7A 32.5
4/16/2014
5/15/2014
554
5/15/14 20:48 55 292
motorized notching tool will not go lower
IW 7A 53.5
straddle
5/15/2014
247
5/15/14 22:33 56 292
straddle interval picked 50.9-55.1
IW 7A 28.0
4/16/2014
5/15/2014
351
5/15/14 23:21 57 287
IW 8B 95.5
4/17/2014
5/16/2014
775
No Injection
Top pack (set depth is shallower) Cannot Isolate. Substantial bypass. Inj:2 Min
IW 8B 91.0
4/17/2014
5/16/2014
560
No Injection
Cannot Isolate. Substantial bypass. Inj:1.5 Min
IW 8B 86.5
4/17/2014
5/16/2014
1,000
5/16/14 14:42 58 308
Much returns (15gpm) from top interval. After shut down note returns from MW43
despite firmly seated plug at bottom of csg. Recover 15 gal overflow from MW43
IW 8B 82.0
4/17/2014
5/16/2014
700
5/16/14 16:27 59 298
IW 8B 77.5
4/17/2014
5/16/2014
1,200
5/16/14 17:32 60 147
Only 25% of Bicarb injected, no chase
IW 8B 73.0
4/17/2014
5/16/2014
1,470
5/16/14 18:34 61 & 62 293 & 132
The other 75% of Bicarb from IW 8B - 77.5'
MW 41 49.0
5/14/2014
5/16/2014
1,370
5/16/14 20:43 63 249
Communicated w/ MW-40
MW 41 46.5
5/14/2014
5/17/2014
5/17/14 8:57 64 259
Data missing, times approximate
MW 41 42.0
5/14/2014
5/17/2014
5/17/14 9:25 65 259
Data missing, times approximate
MW 41 39.0
5/14/2014
5/17/2014
5/17/14 9:55 66 259
Data missing, times approximate
MW 41 35.0
5/14/2014
5/17/2014
5/17/14 10:24 67 259
Data missing, times approximate
MW 41 30.0
5/14/2014
5/17/2014
5/17/14 10:45 68 259
Data missing, times approximate
- 17 - v1.2

Appendix A
Offset Well Pressure
- 18 - v1.2

Analysis and Presentation of Offset Well Data
Data were downloaded from the dataloggers in five episodes, resulting in 48 files of data comprising
900,000 lines of pressure / date / time triples (2.7 million pieces of data.) Sixty-eight separate injection
events were executed in the project. An "event" comprised a start and stop time that treatment
materials (VOE Mixture, chase, and associated pad (the cross -linked guar volume injected to facilitate
nucleation and initial propagation of the fracture, i.e. to achieve pressure "breakdown") and purge of gel
and water) were being injected into an injection well, with the assumption that fractures intersecting
offset wells (with pressure loggers installed) would cause a change in pressure at those wells. Data in
the 48 offset well files were filtered to the time frames of the several injection events. Plots of the
offset well pressures during the time frames of the injection events were examined visually to detect
changes attributable to injection. The resultant pressure changes were highly varied for all of the wells.
Some showed short spikes, others had larger step functions, and some even had a negative change in
pressure. In other cases, no changes were observed. The attributable changes varied from 0.1 psi
(sensitivity of the data logger) to more than 20 psi. Most were in the range of 5 psi or less. The
maximum pressure change observed in each offset well during each injection event was noted. Table Al
lists these data. Green shading in Table Al indicates monitoring wells in which at least one injection
event in an injection well caused a non -zero pressure response.
A response plot was prepared for each offset well around each injection well. The response plot is a
horizontal bar graph. Each bar represents one of the injection elevations in the injection well. The bars
are presented in the response plot with the vertical position of the bar corresponding to depth below
floor surface (recorded depths below ground surface (bgs) have been adjusted by well location
elevation, resulting in depths plotted relative to the datum of the floor surface.) The magnitude of the
bar is the maximum pressure change observed during the associated injection episode. If the maximum
pressure exceeded 5 psi, the bar is colored yellow. Otherwise, the bars are blue. The response plot also
shows a schematic of the monitoring well along the right margin. The vertical position of the schematic
is consistent with the elevation indicated by the pressure response plot. The open rectangle of the
schematic indicates either (1) the upper and lower limits of the open hole of the monitoring well, (2) the
top and bottom of the well screen in the monitoring well, or (3) in the case of Well 6T, the elevations of
the uppermost and lowermost Phase II fracturing kerf.
The following pages show the response plots associated with each of the thirteen injection wells. The
plots are arranged along the perimeter of a site map with the offset well locations indicated by blue
circles and the injection well location indicated by an orange hexagon. The legend on each page lists the
injection depths. Only response plots with at least one non -zero bar are shown. This presentation was
designed to provide optimal perspective of the extent of influence both latterly and vertically.
- 19- 0.2

Table Al - Maximum Pressure In Offset Wells
Injection Injection
Event Date well depth IW41 IW10B IW11A IW14B MW16 MW52 MW54 MW40 MW18 MW50 MW44 MW43 MW42 MW41 MWO3 IW9A IWBB IW7A IW6T IW35 IW126 MW56 MW57 IW53 IW31 IW18B IW166
1 4/18/14
IW 9A
66.5
1.8
4
20
0
0.7
0
0.6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2 4/18/14
IW 9A
62.5
0.2
4
4.4
0.2
0
0
0.3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3 4/21/14
IW 9A
58
6
3
2.8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4 4/21/14
IW 9A
53.5
4.1
2.4
2.2
0
0
0.6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5 4/22/14
IW 9A
48
1.4
1.2
1
0
0
0.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
6 4/22/14
IW 9A
37
0.4
0.1
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7 4/22/14
IW 9A
42.2
1
0.9
1.1
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8 4/25/14
IW 11A
71
0
2.9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
9 4/25/14
IW 11A
67
0
3.8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10 4/25/14
IW 11A
63
0
3.5
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11 4/25/14
IW 11A
59
0.2
1.2
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
12 4/25/14
IW 11A
55.3
0.2
0.8
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13 4/29/14
MW 43
91
0
0
0
0
0
0.4
0
1
0.3
0.1
0.5
16.1
0.9
0.3
0.2
0
0.2
1
0.5
0
0
0
0
0
0
0
14 4/29/14
MW 43
87
0
0
0
0
0
0
0
1.8
0.1
0.2
0.5
16
0
0.1
0.2
0
0.7
1.4
0.3
0
0
0
0
0
0
0
15 4/29/14
MW 43
83
0
0
0
0
0
0
0
1.8
0.7
0.1
0.5
15.7
1.8
0.3
0.2
0
0.4
1.2
0.4
0
0
0
0
0
0
0
16 4/29/14
MW 43
79
0
0
0
0
0
0
0
1.8
0.8
0.1
0.3
15.9
1.9
0.2
0.2
0
0.3
1.2
0.2
0
0
0
0
0
0
0
17 4/29/14
MW 43
75
0
0
0
0
0
0
0
1.5
0.6
0.1
0.4
16.5
2.1
0.1
0.2
0
0.5
1.3
0.5
0
0
0
0
0
0
0
18 4/29/14
MW 43
70
0
0
0
0
0
0
0
0.6
0.5
0.2
0.3
19.8
2.1
0.1
0.2
0
0.4
1.3
0.4
0
0
0
0
0
0
0
19 5/2/14
IW 10B
96
0
2.7
0
0
0
0
0
0
0.1
0.7
0
0
0
0
0.4
0
0.4
0
0.4
2.9
0
0
0
0
0
0
20 5/2/14
IW 10B
91.5
0
2.3
0
0
0
0
0
0
0.1
0.5
0
0
0
0
1.9
0
0.5
0
0.3
1
0
0
0
0
0
0
21 5/2/14
IW 10B
87
0
2.4
0
0
0
0
0
0
0.2
0.6
0
0
0
0
2.3
0
0.7
0
0.4
1
0
0
0
0
0
0
22 5/3/14
IW 10B
82.5
0
1.8
0
0
0
0
0
0
0.1
0.3
0
0
0
0
4.1
0
0.2
0
0.1
1.3
0
0
0
0
0
0
23 5/3/14
IW 10B
78
0
1.3
0
0
0
0
0
0
0
0.3
0
0
0
0
3
0
0.3
0
0.1
0.8
0
0
0
0
0
0
24 5/3/14
IW 10B
73.5
0
1.3
0
0
0
0
0
0
0
0.3
0
0
0
0
3
0
0.3
0
0
0.7
0
0
0
0
0
0
25 5/3/14
MW 56
56
0
0
0
0
0
0
0
0
0
0.6
0.5
9.3
9
0
0
0
0.5
0.6
0
0.2
0
0
0
0
0
0
26 5/3/14
MW 56
52
0
0
0
0
0
0
0
0
0
0.4
0.8
10.5
9
0
0
0
0.5
0.7
0
0.6
0
0
0
0
0
0
27 5/3/14
MW 56
48
0
0
0
0
0
0
0
0
0
0.5
0.7
9.7
9.5
0
0
0
0.6
0.8
0
0.5
0
0
0
0
0
0
28 5/3/14
MW 56
44
0
0
0
0
0
0
0
0
0
0.4
0.4
0
9.4
0
0
0
0.5
0.7
0
0.4
0
0
0
0
0
0
29 5/7/14
IW 12B
100
0
1.2
13.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
30 5/7/14
IW 12B
100
-0.2
2.9
0
0
0
0
0
0
0
0
0
0
0
0
0
0.1
0
-0.1
0
0
0
0
0
0
0
0
31 5/7/14
IW 12B
95
0
2.1
0
0
0
0
0
0
0
0.2
0.1
0
0
0
0
0.1
0
0.1
0
0
0
0
0
0
0
0
32 5/7/14
IW 12B
90
0.2
2.3
0
0
0
1.1
0
0
0
0.6
0.3
0
0
0
0
0.2
0
0.4
0
0
0
0
0
0
0
0
33 5/7/14
IW 12B
85
0.1
0
0
0
0
0
0
0
0
0
0.2
0
0
0
0
0.3
0
0.4
0
0
0
0
0
0
0
0
34 5/8/14
IW 12B
80
0
0
0
0
0
1.1
0
0
0
-0.1
0.3
0
0
0
0
0
0
0.4
0
0
0
0
0
0
0
0
35 5/9/14
MW 52
52.5
0
0
0.1
0
0
0
0
0
0
0
0
0
0
0
0.4
0
0.2
0
0
0
0
0
0
0
0
0
36 5/9/14
MW 52
48.7
2.2
0
0.1
0
0
0
0
0
0.1
0
0
0
0
0
0.4
0
0.2
0
0
0
0
0
0
0
0
0
37 5/9/14
MW 52
45
0.7
0
0.1
0
0
0
0
0
0
0
0
0
0
0
0.4
0
0.6
0
0
0
0
0
0
0
0
0
38 5/12/14
IW 14B
104
0
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1.2
0
-0.1
0.3
4
39 5/13/14
IW 14B
101
0
0
0
0.3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1.6
0
0
0
3.4
40 5/13/14
IW 14B
98
0
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5.1
0
0
0
3
41 5/13/14
IW 14B
95
0
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4.4
0
0
0
3.3
42 5/13/14
IW 16B
104
0
0
0
2
1.7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
43 5/13/14
IW 16B
101
0
0
0
1.5
0.9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.7
44 5/13/14
IW 16B
98
0
0
0
1.4
0.3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.7
45 5/13/14
IW 16B
95
0
0
0
0.9
0.3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.7
46 5/14/14
IW 18B
106.25
0
0
0
0
0.3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1.1
47 5/14/14
IW 18B
100
0
0
0
0.4
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8.7
0
0
0.9
48 5/14/14
IW 18B
96
0
0
0
0.6
0.9
0
0
0
0
0
0
0
0.2
0
0
0
0
0
0
0
0
0
12.4
0
0
1.2
49 5/14/14
IW 18B
92
0
0
0
1.1
-0.3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4.6
0
0
1.4
50 5/14/14
IW 18B
86
0
0
0
0
0.7
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-0.2
0.6
51 5/15/14
IW 7A
65
0
0
0
0
0
0
0
0
0
0
0
0.4
0.5
0
0
0
0
0
0
0
0.9
0
0
0.1
0
0
52 5/15/14
IW 7A
61
0
0
0
0
0
0
0
0
0
0
0
0.4
0.7
0
0
0
0
0
0
0
1.1
0
0
-0.3
0
0
53 5/15/14
IW 7A
45
0
0
0
0
0
0
0
0
0
0
0
0.2
0.8
0
0
0
0
0
0
0
1.4
0
0
0.3
0
0
54 5/15/14
IW 7A
37.5
0
0
0
0
0
0
0
0
0
0
0
0
0.8
0
0
0
-0.2
0
0
0
1.9
0
0
0.4
0
0
55 5/15/14
IW 7A
32.5
0
0
0
0
0
0
0
0
0
0
0
0
0.6
0
0
0
0
0
0
0
1.2
0
0
0.2
0
0
56 5/15/14
IW 7A
53.5
0
0
0
0
0
0
0
0
0
0
0
0
0.7
0
0
0
0
0
0
0
1.5
0
0
0.2
0
0
-20- 0.2

Tble Al - Maximum Pressure in Offset Wells (continued)
Injection
Injection
Event
Date
well
depth
IW41 IW30B IW13A IW14B MW16 MW52
MW54 MW40 MW18 MW50 MW44 MW43 MW42 MW41 MWO3
IW9A
IWBB
IW7A
IW6T
IW35 IW12B
MW56 MW57
IW53
IW31 IW18B IW16B
57
5/15/14
IW 7A
28
0
0
0
0
0
0
0
0
0
0
0
0
0.2
0
0
0
0
0
0
0
0
0
0
0.2
0 0
58
5/16/14
IW 8B
86.5
0
0
0
0
0
0
0
0
0
0
0
6.2
5.3
0
0
0
0.3
0
0
0
18.2
0
0
0
0 0
59
5/16/14
IW 8B
82
0
0
0
0
0
0
0
0
0
0
0
0
7.9
0
0
0
0.2
0
0
0
19.4
0
0.2
0
0 0
60
5/16/14
IW 8B
77.5
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
3.9
0
0
0
0 0
61
5/16/14
IW 8B
73
0
0
0
0
0
0
0
0
0
0
0
0
8.6
0
0
0
0.2
0
0
0
29.7
0
0
-0.2
0 0
62
5/16/14
IW 8B
73
0
0
0
0
0
0
0
0
0
0
0
0
3.6
0
0
0
0.2
0
0
0
14
0
0
0
0 0
63
5/16/14
MW 41
49
0
0
0
0
0
0
0
0
0
0
0
0
4.2
0
0
0
0
0
0
0
-0.6
0
0
0
0 0
64
5/17/14
MW 41
46.5
0
0
0
0
0
0
0
0
0
0
0
0.2
3.4
0
0
15.3
0
0
0
0
0
-0.2
0
-0.9
0 0
65
5/17/14
MW 41
42
0
0
0
0
0
0
0
0
0
0
0
0.1
6.9
0
0
3.1
0
0
0
0
0.4
-0.2
0
0
0 0
66
5/17/14
MW 41
39
0
0
0
0
0
0
0
0
0
0
0
-0.4
5.1
0
0
1.2
0.2
0
0
0
0.9
-0.2
0
0
0 0
67
5/17/14
MW 41
35
0
0
0
0
0
0
0
0
0
0
0
0.7
4.1
0
0
0
0
0
0
0
0.4
-0.2
0
0
0 0
68
5/17/14
MW 41
30
0
0
0
0
0
0
0
0
0
0
0
0.3
0.4
0
0
0
0
0
0
0
0.4
-0.1
0
0.9
0 0
- 21 - 0.2

Injection Well: 9A; Injection depths:
Pressure change < 5 psi
37, 42.2, 48, 53.5, 58, 62.5, & 66.5 ft
Mb� set Wells
C7f
Pressure change >= 5 psi
®
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface
screen, or (in case of IW-6T) upper and
elevation. Datum: floor surface.
lower kerf elevation.
Pressure (psi)
in offset well
2
s
IW41
B
3z
=3
Pressure (psi) in offset well
IW10B
— a8
68
at Es
Pressure (psi) in offset well
IW14B
_n a
�o
a;
3r
`-d
�3
Pr ... ure(psi) in offset well
1 4 s MW52
B,
'z
MW-
Pressure (psi) in offset well
3 IW11A
1 / —20
3
3 �
MW-56'-P-
iw— 8B
MW-50
—12B
1-0
i So
,n
�3
PARKING
*MW— Pressure (psi) in offset well
MW54
YY
2ri
M Y �y
*mW-5 - es
Gs 30
*IW-188 70
0 25 50 100
SCALE: FEET
Pressure (psi) in offset well
MW16
lu
2
68
_ 3s
W
Z
3
- 22 - 0.2

Injection Well: 11A; Injection depths:
55.3, 59, 63, 67, & 71 ft bgs
® Offset Wells
Depths in plots and well schematic adjusted for surface
elevation. Datum: floor surface.
Pressure change < 5 psi
Pressure change >= 5 psi
Offset well schematic indicates top and
bottom of open hole, top and bottom of
screen, or (in case of IW-6T) upper and
lower kerf elevation.
MW-5
Pressure (psi) in offset weI I
IW41
1
- s
N8
s
W-1 1-1
W I's 31
IW-1 W-21 3
MW-38
I MW-40
W-1 >MW-41
w-6r
MW-5
MW-42 IW
Pressure (psi) in offset well SMW-43
IW10B
MW
MW-6 0Mwr-50 ASPHAI T
W-4W-31 35 —7A PARKING
8 *MW-8
e x MW-54
�8
s `—9AMW-5 IW-12B MW
3q
3
IW-10B —5 i 1A MW-2 •
*MW-55
MW-57 IW-1 IW 16 -� —
*IW-18B
Pressure (psi) in offset well
< I MW52
0 25 50 100
SCALE: FEET
- 23 - 0.2

OInjection Well: 43; Injection depths: Pressure change < 5 psi
70, 75, 79, 83, 87, & 91 ft bgs
Offset Wells Pressure change >= 5 psi
®
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface screen, or (in case of IW-6T) upper and
elevation. Datum: floor surface. lower kerf elevation. Aw
J
Pressure (psi) in offset well
MW40
In
o a
3
"z mg
— e s
y '2
ioo ` f
Pressure (psi) in offset well
n MW18
110
nso
71
F9
Pressure (psi) in offset well
IW6T
_ a
c en
ao
a
a�
Pressure (psi) in offset well
MW42
z —
Fs`
— e
Pressure (psi) in offset well
MW44
z
Pressure (psi) in offset well
s MW01
30
70
mq
I
fiW— vw—,-s
—2 �N Z
40 ;
w. -41
—�
_ MW-56••/
—57 IW-1 1W-16
Mw—z1A
4W— MW 16
Pressure (psi) in offset well
IW9A
33
"z mg
m9
_i
0 25 50 100
SCALE: FEET
Pressure (psi) in offset well
MW41
2.
30
70
24
srn
Pressure (psi) in offset well
a s IW7A
a mC
m9
s E3
Pressure (psi) in offsetwelt
2 3 1 1 MW50
82
i
F �
n' f4
_ s
so
e
=f
■ r
Pressure (psi) in offset well
a s IMS
g2 40
30
zs.e.
m9
5 e�
Pressure (psi) in offset well
MW52
7.
z o m
m
— sb
- 24 - 0.2

eInjection Well: 56; Injection depths:
Pressure change < 5 psi
44, 48, 52, & 56 ft bgs
Pressure change >= 5 psi
® Offset Wells
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface
screen, or (in case of IW-6T) upper and
elevation. Datum: floor surface.
lower kerf elevation.
Pressure(psi) In offset well
M W42
ao
W-1 :F
IW —
�j k —1
Pressure (psi) in offset well MW-5$
MW43 I �JJ Mw-40
28 —42 MW-5
—43 88
F MW— —50
_ .....If. 3
Pressure (psi) in offset well
IW86
s8
en
f'
ton
Pressure(psi) in ofhet well
MW50
na
dF
MW44 IW-9 W-5 IW-12B
lW-1 I A Pressure (psi;ii ff=et well
IW-10B MW-5
so
v �o
r —410
x —57IW— IW-16 _ —
eo f MW-21 #MW— -
o zF la1W-3 Milli 6W 37
nu iPQpsi) in offset well
Pressure (psi) in offset well 73
s IW35
Gw ue
— fK
cW
d3
N
B
� � 0
0 25 50 100 ;
SCALE: FEET
IW7A
- 25 - 0.2

OInjection Well: 106; Injection depths:
73.5, 78, 82.5, 87, 91.5, 96 ft bgs
® Offset Wells
Depths in plots and well schematic adjusted for surface
Pressure change < 5 psi
Pressure change >= 5 psi
Offset well schematic indicates top and
bottom of open hole, top and bottom of
screen, or(in case oflW-6T) upper and
0 25 50 100
SCALE: FEET
- 26 - v1.2

Pressure (psi) in offset well a
OInjection Well: 12131; Injection depths: Pressure change < 5 psi
80, 85, 90, 95, & 100 ft bgs
Pressure change >= 5 psi
® Offset Wells
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface screen, or (in case of IW-6T) upper and
elevation. Datum: floor surface. lower kerf elevation.
IW10B
Pressure (psi) in offset well
IW7A
`s
z so 8 v
� 30
zzo Y 3
IW—BF
0 25 50 100
SCALE: FEET
MW-
Pressure (psi) in offset well
MW50
m $
�q
— 3'q
=_d
Pressure 1psi) in offset well
W 11A
so
e
8
100 d
�3
- 27 - 0.2

OInjection Well: 52; Injection depths: Pressure change < 5 psi
45, 48.7, & 52.5 ft bgs
® Offset Wells Pressure change >= 5 psi
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface screen, or (in case of IW-6T) upper and
Mr.
1
�
Pressure (psi) in offset well
IW7A
Pressure (psi) In offset well
M—?5
MWs0
IW1 21r.
-
a`
$ e
-40
ro
50
ei )
s
F MW-56$
E �
-
F
o —42
I* 8B
d
`
�r
MW-43
-
MW—
ASPHALT
W-4 ' Iw=31 "
Pressure (psi) In offset well
IW11A
Pressure (psi) in offset well
t IW9A
to
1 AMW-5 —1
en
�8
V-10B M —5
-
e,n
571W-1 'ski-137
MW21W—W—
In
MWA
Pressure (psi) in offset well
IW41
20
�8
2
ag
so f
=d
� N
0 25 50 100
SCALE: FEET
- 28 - v1.2

Injection Well: 146; Injection depths:
Pressure change < 5 psi
95, 98, 101, & 104 ft bgs
Pressure change >= 5 psi
® Offset Wells
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface
screen, or (in case of IW-6T) upper and
elevation. Datum: floor surface.
lower kerf elevation.
I �
W —1 K;-2111
—S! S
Iw 1 *
1
Pressure (psi) in offset well
> 3 IwBI ( 8AgMw-40
2n MW-41
`IK—fiT
an a
n MW-42
$o
MW-43
3 MW-
3 W-4 4
Pressure (psil in offset well
MW57
so
8 C
8`0
— 3'q
E'
�3
0"
IW-1 OB
Pressure (psi) in offset well
z
Iw-12B
1. —11A
IW— 10 A4
Mw-� - M
F .A1 —3
Pressure (psi) in offset well
3 MW16
2 �
-
-
Se
_10�
v3
0 25 50 100
SCALE: FEET
f
Pressure (psi) in offset well
IW18B
`s
so
x
w
3o C3
-29-
0.2

Injection Well: 166; Injection depths: Pressure change < 5 psi
95, 98, 101, & 104 ft bgs
• Offset Wells Pressure change >= 5 psi
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface screen, or (in case of IW-6T) upper and
elevation. Datum: floor surface. lower kerf elevation.
I
W-1S *IW-'is
IW 11 #IW-21
MW-18
Mw 1
1
I MW-40
�Vw-q MW-41
W-6T
CMW-42
MW-43
Pressure (psi) in offset well
IW14B IW-10B
7 IW-11A
W-3
- p
Pressure (psi) in offset well
1 4 MW16
121
-L
= 3s
�3
MW-
MW-56-0
IW— BB
MW-51
MW-50 ASPHALT
is PARKING
*MW-B
MW-54
5 IW-12B MW
— 1 1 A Pressure (psi) i
0 n offset well
MW-5
*w
-411 /
0 25 50 100
SCALE: FEET
s IW18B
- 30 - 0.2

OInjection Well: 186; Injection depths:
Pressure change < 5 psi
Pressure change >= 5 psi
Offset Wells
G
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface
screen, or (in case of IW-6T) upper and
MW-39
M� 5
i
Pressure(psi) in offset well
r 5 MW42 1
i l IW121
38
a 1 MW-40
z s MW-41
�x
3 W-42
Pressure (psi) in offset well
MW57
"2 Bg
_' 3
s3
Pressure (psi) In offset well
s IW14B
�3
so
z 8z
`s
1 �3
*W
IW-1013
Ir
Pressure(psi, in ofset well
s IW31
6.
so
2 Bs
Mw-5610
— lw-1
�3
MW-51
ASPHALT
MW-50
-7A
PARKING
*MW—B
MW-54
IW-12B
-� MW
—5 I —11A
MW-22
+MW-55
1�MW—
——
�w-188
Pressure(psi) In offset well
IW16B
`sz
's
z e 8g
go
Gs �3
W
0 25 50 100 x_ N
SCALE: FEET
-31 - v1.2

Injection Well: 7A; Injection depths:
28, 32.5„ 37.5, 45, 53,5, 61, & 65 ft bgs
® Offset Wells
Depths in plots and well schematic adjusted for surface
Pressure )psi) in offset well MW-39
MW42 —
M- 5
x I
7.
g so
_fi 3
c3 I
Pressure )psi) in offset well
M W 43 11 IN-21
t
3aMW-40
—i MW-41
40
s
=
e8
eo
3 e
Pressure (psi) in offset well yj W—
IW31
It
IN
F
IW-10B
3
`3 MW 57 IW--1�
IuIW-3
-42
-43
Pressure change < 5 psi
Pressure change >= 5 psi
Offset well schematic indicates top and
bottom of open hole, top and bottom of
screen, or (in case of IW-6T) upper and
Pressure (psi) in offset well
Pressure (psi) in o% well
Mw-5 E
KW-51
7A-50
AW-5 IW-12B
�Mw-54
MW
-11
A
W -~22
1MW-
-4
MW-55
IW -
�M
+
_
N-21 -M
-18B
0 25 50 100
SCALE: FEET
MW56
W8B
-32-
Ewa

eInjection Well: 86; Injection depths: Pressure change < 5 psi
73, 77.5, 82, 86.5 ft bgs
® Offset Wells Pressure change >= 5 psi
Offset well schematic indicates top and
bottom of open hole, top and bottom of
Depths in plots and well schematic adjusted for surface screen, or (in case of IW-6T) upper and
elevation. Datum: floor surface. lower kerf elevation.
Pressure(psi) in offset well
MW42
to
3' m
so
�8
z _
mg
= 3%
E3
Pressure (psp In offset well W,
MW43 IV
MW
_ M
E8
— 3s
�3
Pressure (psi) in offset well
r 3 a IW31
= bo m
m8
rm n 3
MW-39
M� 5 !
I
1I
lw—'ls
W1 21
TfMW-40
\�MW-41
WIBT
—42
I-43
1W GIAM —5 IW-12B
IW-108 MW-5
Pressure(psi) in offset well
IW53
20
In
50
so
so
�g
m8
�' 30
e3
0 25 50 100
SCALE: FEET
7
Pressure fps!) in offset well
z 3 MWS6
In
1.
= o a
38
im I �3
Pressure(psi) in offset well
IW7A
so
m`a
frw
E�
0 IIW-188
— 33 — 0.2

0 Injection Well: 41; Injection depths:
30, 35, 39, 42, 46.5, & 49 ft bgs
Offset Wells
Depths in plots and well schematic adjusted for surface
If - -- M If —5
Pressure change < 5 psi
Pressure change >= 5 psi
Offset well schematic indicates top and
bottom of open hole, top and bottom of
screen, or (in case of lW-6T) upper and
M W-51
—7A
*'MWF-50
:
Pressure (Psi) in """ well I n 2 3 4 s MW56
Pressure (psi) in offset well
n 1 1 4 1 lW8B
In E
I
e,
Ir
MW
lit A
Preunre (p,u
WA
21
:U
1,i
0
0 25 50 100
SCALE: FEET
-34-

■
M un
APPENDIX E
Injection Event Records
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

■
M un
APPENDIX E.1
Overburden and Transition Zone Fracturing and Injection Record
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

INJECTION EVENT RECORD
North Carolina Department of Environment and Natural Resources -- Division of Water Resources
Permit Number WI0300225
1. Permit Information
Siemens Medical Solutions USA, Inc.
Permittee
Former Pelton and Crane Facility
Facility Name
200 Clanton Rd, Charlotte, NC 28217
Facility Address
2. Injection Contractor Information
Advanced GeoServices Corp.
Injection Contractor 1 Company Name
Street Address 1055 Andrew Drive, Suite A
West Chester PA 19380
City State Zip Code
6( 10) 840-9100
Area code — Phone number
3. Well Information
Number of wells used for injection 7
Well names See Attached Tables 1 & 2
Were any new wells installed during this injection
event?
❑X Yes ❑ No
If yes, please provide the following information:
Number of Monitoring Wells 0
Number of Injection Wells 7
Type of Well Installed (Check applicable type):
Bored El Drilled ❑ Direct -Push
❑ Hand -Augured ❑ Other (specify)
Please include a copy of the GW-I form far each
well installed.
Were any wells abandoned during this injection
event?
N Yes ❑ No
If yes, please provide the following information:
Number of Monitoring Wells 0
Number of Injection Wells 7
Please include a copy of the GW-30 for each well
abandoned.
4. Injectant Information
See Attached Table 3
Injectant Type
Concentration See Attached Table 3
If the injectant is diluted please indicate the source
dilution fluid. Potable water on site
Total Volume Injected 13,564 gallons
(See Attached Table 3)
Volume Injected per well 861 to 3,543 Gallons
5. Injection History
Injection date(s)1 / 13 / 14 through 2 / 13 / 14
Injection number (e.g. 3 of 5) 1 of 2
Is this the last injection at this site?
❑ Yes Pq No
I DO HEREBY CERTIFY THAT ALL THE
INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
INJECTION WAS PERFORMED WITHIN THE
SAS LAID OUT IN THE PERMIT.
CONTRACTOR DATE
PRINT NAME OF PERSON PERFORMING THE INJECTION
Submit the original of this form to the Division of Water Resources within 30 days of injection. Form UIC-IER
Attn: UIC Program, 1636 Mail Service Center, Raleigh, NC 27699-1636, Phone No. 919-807-6464 Rev. 8/5/2013

WELL CONSTRUCTION RECORD
This form can he used for single or multiple wells
1. Well Contractor Information:
Chris Lacko
Well ContrectorName
NCWC 3516 A
Forintemal Use ONLY;
ft. I ft.
rL I rL
NC Well ContrsaorCertiricationNumber
ARS Technologies
15. OUTER CASING for multi-casedwelts
FROM I TO
M&METER
fL rt
in
Company Name
Z. Well Construction Permit tJ: W10300225
Ustall applicable itrilpermAs (i.e. Comfy, 5rate, Yarionce, Injection, ere.)
3. Well Use (check well use):
16.INNER CAM0ORT1iB1NG
eolher
FROM
TO
VIAMUM]n.
IL
rL
N
ft.
in.
17. SCREEN
Water Supply Well:
❑Agricultural ❑MunicipWPublic
(Heating/Cmfing Supply) ❑Residential Water Supply (single)
❑ Industrial/Commeruial ❑Residential Water Supply (shared)
❑ Irri ation
FROM
SI.
ITO4EEDIAMETER
it
in.❑Geothermal
ft.
la
18. GROUT
FROM
TO
MATERIAL
lit.
M
Non -Water Supply Well:
❑Monitoring ❑Recovery
,.:..: .., ,r.
R.
FL
IL
ft.
❑AquiforRechaNe
MGroundwnterRcmediation
19.SAND1GRAVELYAC
FROM
TO
[]Aquifer Storage and Recovery
❑Solinky Barrier
EL
It.
❑Aquifer Test
❑E:rperitnental Technology
❑Geothermal (Closed Loop)
❑StormwoterDrainoge
❑Subsidence Control
❑Tracer
rL
ft
20. DRILUNG
LOG nits
FROM
TO
ft.
it.
❑Geothermal(Heating/Cooling Return) ❑Other(e lain under#21 Remarks)
1113114-2113114 See Attached �
4. Date Wells) Completed: Wellum
M
fL
Sa. Well Location:
ft.
ft.
Former Pelton and Crane Facility
ft
ft.
Faoility/Owner Name
Facility ID# (ir applicable)
It
It.
200 Clanton Rd, Charlotte, NC 28217
ft.
ft
PhysicaiAddress, City, and Zip
Mecklenberg
1470214 B
xL RV4AM
County
Pared IdenGf cationNo. (P"
5b. Latitude and Longitude in degreeslntinuteslseconds or decimal degrees:
(irwell field, one loVlong is sufficient)
22. Cecaf tl:'•
350 11' 45.37" N 800 52' 31.68" W
6, is (are) the weR(s): ❑Permanent or ❑Temporary
7. Is this a repair to an existing will: ❑Yes or E 3No
Ifthtr u a repalr, jNl out knoiin ur0 cawirualan Information and erplatn the nanrre ofrhe
repair tinder 021 reatarAs section oe on the back of this farm.
S. Number of wells constructed: 7
Fornadilple injection or nwrnnrerm(pply immix ONLY with the sauce construction, you can
submit one forat.
9. Total well depth below land surface: See attached to ble 1 (ft.)
For multiple iveltr ltri all depths y-d[fferent (example- 3Qa 200' and 2@100)
10. Stntic wntor level below top of casing: 15 (m)
If tinier level fs above caring, tare "+"
11. Borehole diameter: 4 (in.)
12. Well construction method: 5 Roto-sonic, 2 anger
(ie. auger, rotary, cable, direct push, eta.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method oftust:
13b. Dlsinfbction type: Amount:
�, J -I
Skgahfre of Cedifed Well Contractor Date
By slgaing This form, I hereby certjry chat the urell(s) ens (teere) conumicrerr in accordance
Ivith 15.4 NCAC 02C.0100 or 1 SA NCAC 02C.0200 [Yell Cowirticdon Standards and char a
ropy of thir record has been provided to the iWl onder.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBNIITTALINSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construotion to the following:
Division of Water Resources, Information Processing Unit.
1617 Mail Service Center, Raleigh, NC 276994617
24h. For Iniee_tiAmu MON ONLY, In addition to Bonding the form to the address in
24a obove, also submit a copy of this form within 30 days of aomplction of woll
construction to the following:
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells. -
Also submit one copy of this form within 30 days of completion of
well construction to the county health department of the county where
constructed.
Form OW-1 North Carolina Department of Environment and Naturot Rcsoutcos -- Division of Watcr Rcsourm Revised August 2013

WELL ABANDONMENT RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
Chris Lacko
Well Contractor Name (or wall owner personally abandoning well onhisther property)
NCWC 3516-A
NC Well Contractor Certi6CatlonNumber
ARS Technologies
Company Name
2. Well Construction Permit #: W10300225
List all app]ieable wellpermttr(Le. County. State, Variance, Injectio»y eta) ifbrown
3. Well use (check well uaa):
Water Supply Well:
❑Agrioultural
❑Municipallpublio
❑Geothermal (Ruling/Cooling Supply)
❑Residential Water Supply (single)
❑IndustrialfCommeroial
OResidential Water Supply (shared)
❑ Irrigation
Non -Water Supply Well:
❑Monitoring
❑Recovery
IxtJaction lVcll:
17Aquifer Reahargo
❑Groundwater Rcmedialion
❑AquifuStoragoand Recovery
❑SalinityBarrier
❑ Aquifer Test
❑Stormwater Drainage
[]Experimental Technology
❑Subsideneu Control
❑Geothermal (Closed Loop)
[]Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (ex lain under 7g)
d. Date wcll(s) abandoned:
1/13/14-2113/14
5a. Well location:
Former Pelton and Crane Facility
FacilitylOwner Nume Facility 1T# (if applicablo)
200 Clanton Rd, Charlotte, NC 28217
Physical Address, City, and Zip
Mecklenberg
County
For Internal Use ONLY:
WTsLI ABANDONMENT DETAILS
Ia. Numbcrofwells being abandoned. 7
For multiple injection or nen•waler supply walls ONLY with the sauna
con3trucHmi1abandonmen; you cma submit ane form
7b. Approximate volume ofwater remaining in vveli(s): {gal.)
FORlVATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount ofdisinfectant used.
7e. Sealing materials used (check all that apply):
® Neat Cement Grout ❑ Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
E3 Concrete Grout
❑ Drill Cuttings
M Specialty Grout
❑ Gravel
E3 Bentonite Slurry
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
2
7g. Provide a brief description of the abandonment procedure:
A groutlbentonite slurry was prepared at the ground
surface. The slurry was pressure pumped to the
bottom of the borehole and filled upwards. Additional
slurry was applied to account for settling.
S. Certircet uT
r
Si ofCedifodWel Canuactoror ellOwner Date VVV
14702148 By signing this form, I hereby certify that the well(s) was (were) abandoned in
Parcel Ident ficadoallo. (PIN) accordance with I JA 1VCAC 02C .0100 or 2C .0200 Well Construction Standards
and that a copy ofthic record Iran been provided to the well owner.
Sb. Latitude and longitude In degreealminutestseconds or decimal degrees:
(ifwell field one IaWongissufficient)
350 11'45.37" N 800 52' 31.68" W
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
CONSTRUCTION DETAILS OF WELLiSI BEING ABANDONED SUDMITTAL INSTRUCTIONS
Attach well constracdon recard(s) ff avallabk. For multiple injection or non -water suppty
wells ONLY with the same cmurruaioWabandonment you can submit one fore.. 10a For All Wells; Submit this form within 30 da a of cam letion of well
6a.WeIIID#. See Attached Table 2
6b. Total well depth: See Attached Table 0 t )
6e. Borehole diameter. 4 (in.)
6d. Water level below ground surface: 15 (ft.)
•- y P
abandonment to the following:
Division of Water resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Inlectlon Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
Division of Water resources, Underground Injection Control Program,
1636 Mnil Service Center, %leigh, NC 27699-1636
dr. Outer casing length (trlmawn)a NA (n) 10c. For Water Supply & Infection. Wells: In addition to sending the form to
fire address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
6f. Inner casing/tubing length (If known): NA (n,) where abandoned.
6g. Screen length (if known): NA (tit.)
Farm GIV 30 North Carolina Department cfEnvironmentaadNatumlltesourees—Division of WaterRewurces Revised August2013

TABLE 1
PHASE III OVERBURDEN AND TRANSITION ZONE WELL CONSTRUCTION SUMMARY
Former Pelton and Crane Facility
Charlotte, North Carolina
Well
Total Depth (feet)
Diameter (Inches)
IW-190B
49
4
IW-200B
50
4
IW-21 OB
43
4
IW-230B
70
4
IW-240B
73
4
IW-250B
70
4
IW-260B
81
4
Totals
436
NA
F:1Projects12004120041292-Peltan Crane Remedial Acticn\Work D=rnentsThase III GWRA CCRVnjection Event Records\0verburden Completed\Table 1-09-TZ Actual Construction.xlsx

TABLE 2
PHASE III OVERBURDEN AND TRANSITION ZONE WELL DECOMMISSIONING SUMMARY
Former Pelton and Crane Facility
Charlotte, North Carolina
Decommissioning Materials
Well
Total Depth (feet)
Portland Cement (lbs)
Bentonite (lbs)
Water (gal)
IW-190B
49
282
13
24
IW-200B
50
282
13
24
IW-21 OB
43
235
12
20
IW-230B
70
376
20
32
IW-240B
73
376
20
32
IW-250B
70
376
20
32
IW-260B
81
470
1 25
38
Totals
436
1 2397
1 123
202
F:\Projects12004120041292-Pelton Crane Remedial ActionMork DecumentsThase ICI GVikA 0MInjeetion Event R=rdsl0verburden Compleied\Table 2-OB-TZ Decommision.xlsx

TABLE 3
PHASE III INJECTION WELL INJECTANTS
Former Pelton and Crane Facility
Charlotte, North Carolina
Well
Vegetable Oil Emulsion Mixture (gal) 1
Chase Water (gal) Z
IW-190B
401
804
IW-200B
401
804
IW-210B
287
574
IW-220B3
0
0
IW-23 OB
772
1423
IW-240B
670
1263
IW-250B
899
1723
IW-260B
1206
2337
IW-270B3
1 0
0
TOTALS
1 4636
8928
1. The vegetable oil emulsion mixture consisted of a mixture of one gallon of Slow
Release Substrate manufactured by Terra Systems and two gallons potable water.
2. Potable water was used for the chase water. Potable water was treated through
an activated carbon filter and subsequently mixed with sodium carbonate
(0.05 lbslgallon).
3. Injection wells IW-220B and IW-270B were planned for injection activities,
however injections at these locations were not performed due to observed field
conditions.
F:1Projects12004LA041292-Pelton Crane Remedial AedonlWork DocumentsTUse III GWRA CCRSInjection Event Records\Overburden CompletedUa61e 3.08-TZ Actual Injection FIuid Volumes.xlsx

■
M un
APPENDIX E.2
Bedrock Zone A and Zone B Fracturing and Injection Record
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

Oki' 1, ad'
North Carolina Department of Environment and Natural Resources — Division of Water Resources
Permit Number WI0300225
1. Permit Information
Siemens Medical Solutions USA, Inc.
Permittee
Former Pelton and Crane Facility
Facility Name
200 Clanton Rd, Charlotte, NC 28217
Facility Address
2. Injection Contractor Information
Advanced GeoServices Corp.
Injection Contractor / Company Name
Street Address 1055 Andrew Drive, Suite A
West Chester PA 19380
City State Zip Code
6( 10) 840-9100
Area code — Phone number
3. Well Information
Number of wells used for injection 13
Well names See Attached Table 1
Were any new wells installed during this injection
event?
❑X Yes ❑ No
If yes, please provide the following information:
Number of Monitoring Wells NA
Number of Injection Wells 11
Type of Well Installed (Check applicable type):
❑ Bored Q Drilled ❑ Direct -Push
❑ Hand -Augured ❑ Other (specify)
Please include a copy of the GW-1 form for each
well installed.
Were any wells abandoned during this injection
event?
RI Yes ❑ No
If yes, please provide the following information:
Number of Monitoring Wells NA
Number of Injection Wells 2
Please include a copy of the GW-30 for each well
abandoned.
4. Injectant Information
See Attached Table 1
Injectant Type
Concentration See Attached Table 1
If the injectant is diluted please indicate the source
dilution fluid. Potable water on site
Total Volume Injected 16, 503 gallons
(See Attached Table 1)
Volume Injected per well687 to 1,909 Gallons
5. Injection History
Injection date(s) 3 / 31 / 14 through 5 / 2 3 / 14
Injection number (e.g. 3 of 5) 2 of 2
Is this the last injection at this site?
Yes ❑ No
I DO HEREBY CERTIFY THAT ALL THE
INFORMATION ON THIS FORM IS CORRECT TO
THE BEST OF MY KNOWLEDGE AND THAT THE
INJECTION WAS PERFORMED WITHIN THE
S `76 �B tJI�`f THE PERMIT.
--> 6-/6-201y
NA OF INJEC ONTRACTOR DATE
PRINT NAME OF PERSON PERFORMING THE INJECTION
Submit the original of this form to the Division of Water Resources within 30 days of injection. Form LTIC-IER
Attn: LTIC Program, 1636 Mail Service Center, Raleigh, NC 27699-1636, Phone No. 919-807-6464 Rev. 8/5/2013

TABLE I
PHASE III INJECTION WELL INJECTANTS
Former Pelton and Crane Facility
Charlotte, North Carolina
Well
Vegetable Oil Emulsion Mixture (gal) 1
Chase Water (gal)''
Flush Water (gal) 3
MW-41
429
858
240
MW-52
189
378
120
MW-56
244
487
160
IW-7A
543
1086
280
IW-9A
426
853
280
IW-11A
305
609
200
MW-43
426
852
240
IW-8B
326
652
160
IW-1 OB
426
852
240
IW-12B
342
684
200
IW-14B
297
594
160
IW-16B
297
594
160
IW-18B
372
743
200
TOTALS
4622
9241
2640
1. The vegetable oil emulsion mixture consisted of a mixture of one gallon of Slow Release Substrate manufactured
by Terra Systems and two gallons potable water.
2. Potable water was used for the chase water. Potable water was treated through an activated carbon filter and
subsequently mixed with sodium carbonate (0.05 lbs/gallon).
3. Each individual injection event was preceeded and followed by 20 gallons of potable water treated through an
activated carbon filter and subsequently mixed with the following:
Concentration
Material
0.03 lbs/gallon
Guar Flour
0.001 lbs/gallon
LEB-H (Breaker "F")
0.002 1bs/gallon
Borax
This mixture was used to help fracture the bedrock, prime the pump, and flush the lines.
E1Projeets@00420041292-Pelum Cmne Remedial AetionlWork Documents\Pimse 111 GW RA CCRVnjectioa Event RecardsWedroek CompletedUa61e t-Bedrock Accent Injection Fluid Valumesslss

June 13, 2014
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh, NC . 27699-1617
Dear Sir or Madam:
D ,
e®ServBces
Engineer ng jar theEnvironment. Planing for People
1055 Andrew Drive, Suite A
West Chester, PA 19350-4293
te1. 610.840.9100 fax [phone]
\vw\v.advancedueoservices.com
2004-1292-27
Enclosed are the corrected GW-1 Injection Well Construction Records and GW-30 Injection
Well Abandonment Records concerning the injection wells installed or abandoned during
October and November 2013 at the Former Pelton and Crane Site. Upon additional review, it
was noticed that the site address listed on the forms was incorrect. The forms have been
corrected and are being resubmitted for your records.
Sincerely,
ADVANCED GEOSERVICES
Stephen W. Kirsc E.
Registered Environmental Consultant
S WK:vm
Enclosures
F:\Projects\2004\20041292-Pelton Crane Remedial Acfion\Sec Files\Communicadons\2014\Corrected Well Records 6-13-14.docx

WELL CONSTRUCTION RECORD
This form cnn be used for single or mulliple wells
t. Well Contractor Information:
JOHNNY BURR
Well Contractor Nnmc
A - 3098
NC Wall Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Cornpnny Nunia
2. Well Construction Perruit #:
Lls•I all applicable well construction perndbs (i. e. Cnarrly, Slatc, Irar•lance, e!a)
3. Well Use (cheelt well use):
Water Supply !Yell:
❑Agricultural ❑Municipal/Public
❑Geothermal (1•le0ting/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
Non-llh,ter Supply
❑Aquifer Recharge
ViGronrdwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑➢xperimental Technology
❑Subsidence Control
[]Geothermal (Closed Loop)
❑Tracer
❑Geothermal (I•Ieating/Cooling Return)
❑Other (explain under #21 Remarks)
4. Date Well(s) Completed: 11/01/13
Well1D# IW 7A
Sit, Well Location:
PELTON & CRANE
Facility/Owner Nnnne
Facility ID# (if npplicable)
200 CLANTON ROAD
CHARLOTTE 28217
Physical Address, City, and Zip
MECKLENBU RG
County
Parcel Identification No. (PIN)
5b, Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, our In/long is sufficient)
35e 11' 45.35" N
800 52' 29.10"
y!r
G. Is (arc) the well(s): ❑Permanent or ❑Temporary
7. Is this n repair to an existing tiyell; Dyes ar [?]No
/f Ihls is a repair•, fill orrr kt)ouvl mull coostrucllon h fotnrallon and esplahr the nraure aflhe
r•epalr• under 1121 r•ernnrkr xectlan ar on the back of!his fort),.
3. Number of wells constructed: 1
ran ,urdliplc hyeada„ a non-u a!w sr+pply ire/1s ONLI' u`i!h dre stone cnnstrrtclinrr, } orr call
subnrll oneJbrnr.
9. Total well depth below land surface: 70.0 (ft.)
ran rrrrrldple ,,albs nu ad replhs fdifJcrcnl (csnurplc- 3©200' and 2 rJ100')
10. Static Nva ter level below top urcasing: 25.0
ljumler• /ere/ Is abovu casing, ttse
(ft.)
11. Burehole diameter•: 12.0/8,0/4.0 (in.)
12. Well construction method: AUGER/AIR ROTARY
(i.e. auger, rotary, cable, direct push, etc.)
FOR WATER SUPPLY !TELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
For Orternal Usc ONLY:
0.0 ft, 26.0 ft. I 4.0 1a. ( A88 STEEL
t6. INNER' CASING OR TONING (eotberriinFeld E(r7ld`ri' i
,aonl TO D141MCTEII THICKNESS MATERIAL
ft. R. in.
ft. ft. in.
ft. I ft, ( in. I
ft. R. in,
4ft.—ft.
It.
fr.
Ir.
ft.
Ir,
It.
20; DRILLING
LOG uthrcb
additioriut slieets iFneceS'su'
;l>;t;..-.7 , •; .:•
FROhI
TO
DESCRIPTION calm•, burdness, saitlrortth• c, Amin siu, etc.
0.0
ft.
0.5
ft.
CONCRETE
0.5
IL
11.0
ft-
REDITAN SILTY CLAY
11.0 .
IL
21.0
It.
TAN PARTIALLY WEATHERED ROCK
21.0
rr.
70,0
rr'
GRAY ROCK
rt.
It,
ft.
ft.
ft.
ft,
OPEN HOLE
11 /20/13
Signature ofCertifled Wall Contractor Data
Ay signing Ibis forin, / hereby ccrtt y dial the ivell(t) rrns (wel•e) consMteled In accordance
udlh MI NCAC 02C.0/00 or 15A NCAC 02C.0200 Mall Coustr•nclion Starrrlm•rs• and lhnl a
copy aflhls record has beer pr•ovitlud Io Me well orvrrun
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBD'IITTAL INSTUCTIONS
24n, For All Wells: Submit this form within 30 days of completion of well
constriction to the following:
Division Of Water' Quality, Information Processing Unit,
1617 Nhuil Service Center, Raleigh, NC 27699-1617
24b. Par Injection !fells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
constriction to the following:
Division of Water Quality, Underground Injection Conh'al Program,
I636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Writer Supply S Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well construction to the county health department of the county
where constructed.
Fornn OW-1 North Carolina Dcpartrucal oFEnviroumeat and Natural Resources — Division of Wator Quality Y Revised Jan, 2013

WELL CONSTRUCTION RECORD Far Internal Use ONLY:
This form can be used for single or nwlliple. wells
1. Well Contractor Information:
JOHNNY BURR
rRO7 TO DESCRIPTION,;
Welt CmdrnclorName ft. rt.
A - 3098 ft. ft.
NC Well Contractor Certification Number 15; OUTER Q SING Iir'iifiilfi;cnsed`i5elis :O'R Li1NER'' iFli `7lfeii610 ; ;;' i8 'a.t;•:::^;:4
GEOLOGIC EXPLORATION INC rROhI rt TO ft DIAMETERrt' TH1CKNESS MA•ITMIAL
0.0 70.0 4.0 188 STEEL
Company Nam %1G"INNEIY CASiNO`.OI1
FRUhl TO DIAMETER THICKNESS MATERIAL
2, Well Construction Permit U.-ft. ft. in,
List all applicable cell cars0 uclion permits (i.e. Corrnry, State, 11'artance, ere)
in.
3, Well Use (chrr, ft.
ecicwell use): _._---_--..........._
[]Agricultural
❑Geothermal (I-leating/Cooling Supply)
❑ fndustrial/Commercial
Non -Water Supply Well:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (I-IeatinOCootinp
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply(shared)
11
OGroundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 R
4. Dnte Well(s) Completed: 11/08/13 Well ID9 IW 813
5a. IVeil Location:
PELTON & CRANE
rncilily/Owner Name Fncility ID# (i f npplicnble)
200 CLANTON ROAD CHARLOTTE 28217
Physical Address, City, and Zip
MECKLENBURG
Cowtty Parcel identification No. (PIN)
5b. Latitude lind Longitude in degrees/minutes/seconds or decimal degrees:
(ifwoll field, one lot/long is suffeicnt)
350 11' 45.34" N 800 52' 29.12" by
6. Is (arc) the wcll(s): OPernianent or ❑Temporary
7, Is this n repair to an existing well: Dyes at- pNa
lJ'Ihfs fs a repair, Jill ow knonv wall coasbvcllon hrforniotion mirk ecplain the nallim of Did
repoh• undw,1121 remarks secvfon or oil the back oflhisforin.
8. Number of wells constructed: 1
f•'ot• lirtdliple it Jeclforr or tan-waler supply umllr ONLI' wilh the sane constructlan, yort colt
.rehadl and form.
9. Total well depth below land surface: 100.0 (ft.)
1-'Or MUNI d ,rolls lc,•I all depth.,• lfdyfuein (erainple- 3©200' and 2Qa l00)
10. Static water level below fop of casing: 17.0 (ft.)
If voter• kwal Is above casing, tote ',+ •,
11. Borehole diameter: 12.0/8.0/4.0 (in.)
12. Well construction method: AUGER/AIR ROTARY
(i.e. anger, rotary, cable, direct push, eta.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:
ft. ftin.
ft.
rROhl '1.0 DIMLRLIL EMMACEMENThIET110D&Ah10UN2'
ft, ft.
ft. rt.
ft. rt.
■
in
ft.
ft.
0.0 ft,
0.5 ft
CONCRETE
0.5 ft,
38.0 fr•
RED/TAN SILTY CLAY
38.0 ft,
43.0 ft,
TAN PARTIALLY WEATHERED ROCK
43.0 ft,
100.0 rt
GRAY ROCK
ft,
ft.
ft,
ft.
ft. i
rt.
--
OPEN HOLE
Y*tif �ation:11/20/13
e ofC-.ified Well Contactor Data
By signing this form, I hemby cer iyy that the wel(s) was (here) constructed In accordance
whit 15A NCAC 02C .0100 or 1511 NCAC 02C .0200 lfrell Consn•itclfon Slondards• and that a
copy ofthis• record has Lech pronldud to IIId well oaviw•.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a, For All Wells; Submit this form within 30 days of completion of well
construction to fhefollowing;
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Inieetion Wells: In addition to sending file form to file address in 24E1
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Qualify, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For I'Vater Supply & Inieetion Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well construction to the county health department of the cotmty,
where constructed,
Form OW-1 North Corolina Department of Environment and Nntural Resources- Division of Wnter Quality Revised Ian. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contractor Information:
JASON MANTAK
For internal Use ONLY:
'•:14`,VYATEIi ZONES:'.<. _
FRO6I
TO
I DESCRIPTION
Well Contractor Name
A - 2580
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
ft.
rt.
ft.
ft.
1'15 00TER CASING' fdi iuitlti`:cd3ed'Qui "OR"IINE[i' irii
FROM
TO
DLI1VIIETCR
TH1Cimrss MATERIAL
0.0 rt
36.0 rl'
6.0 in.
SCH 40 PVC
CompanyNmnD
2. Well Construction Permit #:
List all applicable well consiruclion permnhs CU. County, Slate, Manatee, etc.)
3, Well Use (cheell well use):
Water Supply Well:
❑Agriotlltural ❑Municipal/Public
❑Geothermal (I-Ieating/Cooling Supply) ❑Residential Water SuPPY(Single) • 1
❑lath r
lsl mi/Commercial ❑Residential Water
❑Ifni
,'A'6.'1NNGIYG'ASING.OR..Urt1NG
FROM
I TO
I DUryiETEa. I
TIIICIOVESS
MATERIAL
0.0 ff
43,0 fry
2.0
SCH 40
PVC
P.17:SCREENrS;":<
FROM I
Fis:i.t:
TO
DIAMETER
I SLOTSIZE
I THICKNESS'
I aL1TEat AL•�
43.0 fr'
68.0 fL
2.0 "'
.010
SCH 40
PVC
ft.
ft.
in.
?`lit"GROU•li%t
E • •I •
''='.: a;i.:«i_�;!i�:tr>%:8'�;_ca:��':i-;•,_.''%i,:;:::'::�:•,,,:'?ii;�';;iii<ii':+:�'
ti061
F0.0
TOMATERIAL EMPLACEMENTMETIIOD&A IOUNT
fr.
ft-
mRTWID nENTDRITE
SLURRY
Non -Water Supply Well:39.0
ate
❑Monitoring ❑Recovery
Iniection Well:
0.0 ft-
36.0 ft-
vDaTrnnaaEm«aTE
SLURRY
fr.
fr.
❑Aquifer Recharge OGroundwater Remediation
❑AquiferStorage and Recovery ❑Salinity➢arrier
❑Aquifer Test ❑Stormwater Drainage
❑Experimental Technology ❑Subsidence Control
❑Geothermal (Closed Loop) ❑Tracer
❑Geothermal (Heating/CoolingReturn) ❑Other(explain under#21 Remarks)
i✓uN ye
e 19: SAND/GIU\YEP PACK' if -if ' licntile ,
FROM
TO
I MATERIAL
EMPLACEIVIENT6'IETH•OD
41.0 rr,
68.0 rt•
20-40
FINE SILICA SAND
rr,
rr.
DRILLINGLOG
dttucli&dditiudblshe'dtsirriece�sq"'
tii•:.;;;,:}:::•:::.;;.::I:s.;\::
FROM
TO
DESCRIPTION' culo; hardness, soil/mck type, gruin Sim, etc.
0.0 fr
0.5 ft',
CONCRETE
05/14/14 IW 9A
4. Date Well(s) Completed: Well ID#
5tt. Well Location:
PELTON & CRANE
Facility/Owner Name Facility ID/1(ifopplicable)
200 CLANTON ROAD CHARLOTTE 28217
0.5 fry
25.0 f°
TAN SILTY CLAY
25.0 fr
34.0 fr
GRAY BROKEN ROCK
34.0 fr•
7 1. 0 ft
GRAY ROCK
ft.
rr.
ft.
ft.
rr.
fr.
Physical Address, City, and Zip
MECKLENBURG
County Parcel Identification No. (PiN)
5b, Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwell field, one fat/long is sufficient)
o 1 Ito 1 If�?
.21:RE14IARKSr.•;;c[4:;fi::.a.:i..'>::?C;%;:r'':;:r':`:;::••.S�r}`t'.:,'.ia+�1.::;::; ...:�,:,;..,..:
BENTONITE SEAL FROM 39.0 TO 41.0 FEET
CASING SET ON 10/16/13
t
22. CertiGe, on:
�
35 11 45.60 N 80 52 3U.24 ,
05/19/14
Signature of nilietl Wall Contractor Dnte
G. Is (are) the rveil(s): ❑Pertnnnent or ❑Tempo'oy
By signing r ris form, 1 hereby certJj' that the well(T) teas (u'er•e) constructed In accordance
7. Is this if repair to no existing well: ❑Yes or Mo
mith 15d NCIC 02C .0100 or I511 NC,4C 02C .0200 IFcll Construction Standards and that a
cupp ojdrts record has bean provided lD the arch mrucr.
/jilts is a repair, Jill out known well construction Information and esplahl ilia lotus ojihe,
repnlr under, 021 rrnrarks.scctlon or on the back ojthisjor•o.
23. Site diagram or additional well details:
1
You may use the back of this page to provide additional well site details or well
S. Number of wells constructed:
Constriction details. You may also attach additional pages if necessary.
ro• mmrlilple 11yecllon or nor-u'atur supply wells ONLY udth tba same constrnetion, you can
submit are juror.
SUB51ITTA L INSTUCTIONS
9, Total well depth below land surface: 68.0 (ft,)
24a, For All Welts: Submit this form within 30 days of completion of well
Far ontiipla uyells list all depilcs ijdVarent (example- 3@200' mud 2©100')
construction to the following:
10. Statue venter level below iop of casing: 4,0 ( ft )
Division of Water Quality, Information Processing Unit,
1(waterlevelIs above erasing, use "+•'
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Borehole diameter. 12.0/7.875/6,0 (in.)
24b. For Iniection Wells: in addition to sending the form to the address in 24a
AUGER/MUD/AIR ROTARY
above, also submit a copy of this form wifliin 30 days of Completion of well
12. \\felt consh'netion method:
construction to the following:
(i.e. nuger, rotary, cable, direct push, ota.)
'
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 114nil Service Center, Raleigh, NC 27699-1636
13n. Yield (gpm) Method of test:
24c. For Witter SunDIV & Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount:
completion of -dell construction to the County health department of the county
where constructed.
Form OW-1 North Carolina Department ofEuvironmcnt and Natural Resources - Division of Water Qunlity Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Conti -actor Infornlntion:
JOHNNY BURR
Well Contractor Nana
A — 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2, Well Construction Pei-init It:
List all altplicable ,roll cmislr•11cliarl pel•11111.4 (i.e. CO"!lty, Stale, 11ar•1ancL, etc.)
3. Well Use (check well use):
❑Agricultuual ❑Municipal/Public
❑Geothermat (1-Ienting/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial ❑Residential Water Supply (shared)
Non -Water
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closer! Loop)
OGroundwater Romediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain Linder #21 1
4. Date Weil(s) Completed: 11/08/13 Well ID# IW 1 013
Sri, Well Location:
PELTON & CRANE
Facility/Owner Name
200 CLANTON ROAD
Physical Address, City, and Zip
MECKLENBURG
County
Facility IDtt (ifapplicable)
CHARLOTTE 28217
Parcel Identification No. (PIN)
5b, Latitude and Longitude in degrees/minutes/seconds or decimal degrees
(if well field, one lat11ong is sufficient)
350 11' 45.34" N 80' 52' 29.12"
6. Is (tire) the well(s): OPcrinancnf or ❑Temporary
For lntennl Use ONLY:
14, WATER ZONES:>::r:: jai• : > ; s::;•::.•;•„ ,...:.:: •:':: r. ::::.:...:.:::. :: •...' r<:.;.'
raOA1
TO
DrSCRIPTION
It.
ft.
ft.
ft.
15: O'UTER CASING Pu'r'nivlii=cilsetCFvclls)
OR liINER if
ell
ROM
PROM
TO
DLIMETER THICICNESS
MATERIAL
0.0 ft'
70.0 ft'
1 4.0 1"' 188
STEEL
:''16, INNER
CASING OR TUBING:('dotrierinal'a)6i'6it-la'o" . `
�I
•'•
FROM
TO
DIAMETER
TflICICNESS
MATERIAL
ft,
rt,
I in.
ft.
ft.
in.
I7. SCREGN„'
FROM
TO 1
:1.'.j:ai5
.DIAMETER
i'` ': rr`2
SLOT•SIM
''@31i:a �i.,tsF:•!s`: !�'i 'i �',•
THICKNESS •• AINI'ERIAL `•
ft,
ft.
in,
ft.
ft.
in,
:` 1S: GROUP i'::i::';,+a'i `tr'r.'
i:i";G;'.:•;''
FROM
TO
I MATERIAL
I EMPLACEMENThIETHOD&ArtIOUNT
ft.
ft.
ft.
ft.
ft.
ft.
�' 19: SAND/CRriVEL PACICif Si •..'likable ' ; ' •,:::: t• :: ;:.:: ': • t :,:•.:L ;';.:;:; :i:::,r;•,, ..::i :. , .
FROM
TO
MATERIAL
EMPLACEa1ENThIETHOD
ft.
ft.
ft.
It.
20. DRILLING LOG attach addifidmd sheets if necessairv)•.'•;•:n•',•: ° .,- •; .,
FROM
I TO
DESCRIPTION color, hardness, soy/ruck type, itmin size, etc.
0.0 ft-
0.5 ft-
CONCRETE
0.5 ft,
38,0 ft'
REDITAN SILTY CLAY
38.0 1"
43,0 R•
TAN PARTIALLY WEATHERED ROCK
43.0 D'
100.0 It-
GRAY ROCK
ft.
fr.
ft.
ft.
R,
rr.
21:RE1vIAR'WR-.:.::;:r;i.:["rs:isii;::+dy::.::.'::'::i:'isa!':.?'.!'::i;':+ ;::•..: ::',, ::,:.,
OPEN HOLE
' 2 . 'crt fication: %yam
ry
�
Signahua of ertifi11/20/13
led
Well Calluactar Date
7. Is this a repair to an existing well: ❑Yes or• 17)Nu
/fails is a repah•, fill all/ laiall,11 rr011 construction hlrot7natton and Lyplain l/tL IlalaeL ojlltL
rupah- under 1121 rwnar•bs suction a• on the back of this form.
S. Numbet• urivells constructed: 1
Fnr nuddple hJecllal ar mom-u'nter supply u'clls ONLY with tha samle construction, you can
submit ona form.
9. Total well depth below land surface: 100.0 (ft.)
Fat• 11111111p1L' 11TAT list all depills IfL1IVL'1•elll (Llan1/)le- 3@200' and 1©100')
170
By signing ids fain, 1 hereby curlYy tllat /he urull(t) ryas (here) constructed in accor•t/ance
with 1511 NC11C 01C.0100 at, 151) NCAC 01C.0100 fPell Construction Standards and lhal a
copy afthis record has been pl'ovhled to the well ourller.
23, Site diagram ur additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24n. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
10. Static Ivatcr level below top of casing: (ft.) Division of "Niter Quality, Infol-mntion Processing Unit,
(ru'aim•levelIs above casing, use "a•" 1617 Alail Service Center, Raleigh, NC 27699-1617
11. Borebole diameter: 12.0/8.0/4.0 (in,) 24b. Fur Inicctiun Wells: In addition to sending the form to the address in 24a
AUGER/AIR ROTARY above, also submit a copy of this form within 30 days of completion of well
12. Well eonsfrticlion method: construction to the following:
(i.e. auger, rotary, cable, direct push, etc.)
Division of Wnter Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13n. Yield (gpnl) Method of test: 24c. for Watei- Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13h. Disinfection h'pc: Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-I Nordr Carolina Department of Environment and Natural Resources— Division of Wtor Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form onn be used for single or nmlliple walls
I. Well Contractor information:
JOHNNY BURR •
Well Contractor Nnme
A - 3098
NC Wall Conlmclor Certifiention Number
GEOLOGIC EXPLORATION, INC
Compitny Nnmc
2. Well Coils traction Permit #:
List all applicable well cotastrucllon perndts (i.e. 170111101, State, Martance, etc.)
3. Well Use (cheep well Ilse):
❑Agricullural
❑Geothermal (1-Ieating/Cooling Supply)
t ❑int us r' I t tr I/Commer ' clad
Non-Waier Supply Well:
❑Monitoring
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heatinp./Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Res' lrlential Water Supply (spaced)
00roundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 921 Remarks)
4. Date Well(s) Completed: 11 /07/13 Well ID9 I1WA 1 A
Sit. Well Location:
PELTON & CRANE
Fncility/Owner Nnme Facility IDiI (if npplicnble)
200 CLANTON ROAD CHARLOTTE 28217
Physical Address, City, and Zip
MECKLENBURG
County Parcel Identification No. (PIN)
Sb. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifsvell Gold, one Milani; is sufficient)
350 11' 45.18" 800 52' 31.61"
N }fir
6. Is (arc) ilia well(s): ©Permmneut or ❑Temporary
7. Is this n repair to nit existing well: ❑Yes at- ONO
if this• is a ropalr, Jill oat kaau•it ❑TH construction h fotvmllon aunt caplain the nature ofille
rupah• under 1121 remarks.secitan or all the back of this form.
S. Number of wells constructed: 1
For nuilllplu h jrclion or non -matey supply wells ONLY nddi ire atone consirnctimi, ywh can
s•ubuilt one form•
9. Total well depth below land surface: 76.0 (ft,)
For nniltiple melds list all depths tfdgerent (example- 3@200' and 2©I00')
10. Static water level below top of casing: 25.0 (ft.)
Ifu+aterlecel is above casing, list! "+"
11. Borehole dinmeter: 12.0/7.875/4.0
12. Well construction method: AUGER/AIR ROTARY
(i•c, auger, rolnp+, cable, direct past), etc.)
FOR WATER SUPPLY WELLS ONLY:
13a. Yield (gprn) Method of test:
13b. Disinfection type: Amount. -
for Internal Use ONLY:
FROM •r0 + WNCniPTIOrv.
fL ft.
rr. rr.
.
:15i OUTER CASING far nl'idti•cii§ed wells RILINE R`"" 1{ejiblc ii- "`ii`:',1.` iC
FROM 'rD DIAMETER THICKNESS MATERIAL
0.0 ft• 51.0 It, 4.0 in. .188 STEEL
7f16J:INN);Ii'CiCSING�OtT.TUYi[tVG' 'L'ollseYuiiil`clbseH-1o6'i';':%;4'1fi�::;>;.�;;i1;.:;•t.L;;:a,:..;,
FROM TO DIAMETER TfltCt(NESS I MATERIAL
rt. rr. in.
ft. ft.
ft, I ft, in.
--
rt. rt, in.
FROM TO�a1ATERGIL-•, •�EMPLACEhIENT METHOD•&AMOUNT
ft. ft.
ft. rr.
ft. ft.
Im
0.0
ft,
0.5
ft,
CONCRETE
0.5
ft.
40.0
fr.
RED/TAN SILTY CLAY
40.0
ft•
47.0
ft,
TAN PARTIALLY WEATHERED ROCK
47.0
fr•
76.0
ft-
GRAY ROCK
ft,
ft.
ft,
ft.
ft. Ift.
OPEN HOLE
11/20/13
�Signnhtre ofcerarl-d well Contractor Dote
13J+ signing Ihls form, I hereby ceritry dial ilia me//(s) mas (mere) cotrstracled In accordance
mlth 1511 NCAC 02C.0100 at, ISA NCAC 02C.0200 ftrell Canst•uctton Standards and that a
copy ofthis record has been prov/ded to the moll amner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Witter Quality, Information Proeessing Unit,
1617 Mall Service Center, Raleigh, NC 27699-1617
24b. For Infection il'elis: In audition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c, ('or Water SunnlY & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well construction to the' county health department of the county
where constructed.
Form OW-1 North Camlinn Department ofEnvironment and Netsuitl Resources —Division of Witter Quality Revised Jnn. 2013

WELL CONSTRUCTION RECORD
This farm can be used for single or multiple wells
1. Well Contractor Information:
JOHNNY BURR
Wall Contractor Nnme
A •- 3098
NC Well Conlfnctor Certification Number
GEOLOGIC EXPLORATION, INC
Conilinny Name
2. Well Construction Permit#:
Uri all nppllenble u'ull constructlotr panuiitS (l.c. Coiirilj; Stnlc, Val•toince,
3. Well Use (ehcch well Ilse):
❑Agricultural ❑Municipal/Public
❑Geothermal (I-leating/Cooling Supply) ❑Residential Water Supply (single)
❑Industrial/Commercial
El Residential Water Supply (shared)
ter Supply ly1'ell:
❑Aquifer Recharge
12]Groundweter Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
❑Experimental Technology
[]Subsidence Control
❑Geothermal(Closed Loop)
❑Tracer
❑Geothermal (Heating/Cooling Return)
❑Other (explain under 921 Remarks)
4. Date Well(s) Completed: 11/06/13
Well IDrk IW-12B
5a. Well Location:
PELTON & CRANE
Facility/Owner Namo
200 CLANTON ROAD
Facitily ID11(ifapplicable)
CHARLOTTE 28217
Physical Address, City, and Zip
MECKLENBURG
County parcel identification No, (PIN)
5b, Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one Int/long is sufliuienl)
350 11' 45.26" N 800 52' 31.51" W
6. Is (arc) f-he ivell(s): OPermnnent or ❑Temporary
7. Is this a repair to an existing ivell: ❑Yes or ONo
!y,this is a repafn; Jill all/ knauvi u'c// construction Information anal esplaln Ibe unlru•c ol'dte
rapnh• under 1121 rentaila secflalt ar on the hack ofthis form.
S. Number of iveils constructed: 1
Foi• unilliple injection a• non -water supply melts ONLY mill, the saute canstruction, you can
s•nhmil anufari n.
9. Total ivell depth bclov land surface: 100.0 (rt.)
nor nitddple malls• 8.71 all dapllts tf din runt (esanpla- 3Q200' and 2 n 100)
10, Static }valor level below top of casing: 25.0 (ft.)
If traler• level is abase casing, nsa "+"
11. Borehole dimuctert 12.0/8.0/4.0 (in.)
AUGER/AIR
For internal Use ONLY:
`. tnf•Wt1TER ZONGSi - �';•• ,;; _ � !
,.DESCRIPTION
FRO
TO
ft.
ft.
ft,
rr.
15;:OUTCIt.`CA$IIVG
fdr.`Yiii#IN=ciis�i:il`aiells;t?1tLYN)I[`[fu`i"Ilciilil"e
�:i't:'iiiCt'i:�;.?::::.
FROM
TO
DIAMEI•ER THICKNESS
hliVrERIAL
0.0 ft'
?16;,INNFIVCC9ING*0R•TQ13[NG'
76.0 ff•
4.0 '"
e6th'ci'iiinl"%18ged'aoo''
.188
.,._'
STEEL
FROM TO DIAt4IETE11
THICKNESS MATERIAL
rt.
ft.
in.
ft,
ft.
in.
TO
DIAMETER
SLOTS1M
THICKNESS MATERIAL
rt.
In.
J
ft.
in,
TO,
MATERIAL• EIVIPLACEMENT•147ETflOD&AMOUNT
ft..
ft.
ft.
ft.
ft.
rt.
419!SAND/GIIi1YEliPACICifii"licirblc);<<I''?-i1Y;>:°1
�
FROM TO MATERIAL EISIPLACEIVIENTNIMIOD
ft.
ft.
ft.
ft.
20:'DFt#LiING,LOG'
nut fah uddidiiiihi shouts if riecess'tiry "r,' i::i'%: t;' i.::, ;::•..;c •;:; :•' '
FROM
TO
DESCRIPTION (color, hardness, sailtrachtype, grAn size, cle.
0.0 ft.
0.5 It.
CONCRETE
0.5 ft.
38.0 fl
RED/TAN SILTY CLAY
38.0 ft'
43.0 ft.
TAN PARTIALLY WEATHERED ROCK
43.0 ft.
100.0 ft.
GRAY ROCK
ft,
ft.
ft,
It.
ft.
ft.
OPEN HOLE
22
11 /20/13
Signature of Certified Well Contractor Dnte
Bj'signing fads form, I hereby certify that the trell(s) urns (were) constructed fit accordance
With 15,11 NCAC 02C .0100 of, 15A NC,,IC 02C .0200 IYa11 Construction Standards and dint a
cope offlils record has huen provided la the irell owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifnecessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Qunlity, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Infection Yells: In addition to sending the form to the address in 24a
ROTARY above, also submit a copy of this form within 30 days of completion of well
We
ll ell construction method: construction to the following:
(i.e. auger, rolnry, cable, direct posh, clu.)
Division of Water Quality, Underground Injeetion Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mnil Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24e. For Water SurDly & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Annount: completion of well construction to the county health department of the county
where constructed.
Fomn GW-I N"rdt Carolina Department of Environment and Natural Resources -Division of Wnter Qunlily Revisedha, 2013

WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
1. Well Contrlietur Infurnmtion:
JOHNNY BURR
Well Contractor Name
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit#:
Ust all applicable well consir•ncliolnpar7nhs (i.e, Cmulty, State, P'ol•iance, etc,)
3, Well Use (cheep well use):
`Pater Supply Well:
[]Agricultural ❑Mtmicipal/Public
❑Geothermal (1•leating/Cooling Supply) []Residential Water Supply (single)
❑Industrial/Commercial []Residential Water Supply (shared)
rSupply Well:
[]Aquifer Recharge
OGroundwater Remediation
❑Aquifer Storage and Recovery
❑Salinity Barrier
❑Aquifer Test
❑Stormwater Drainage
[]Experimental Technology
[]Subsidence Control
❑Gcothermal(Closed Loop)
❑Tracer
❑Geothermal (I•leating/Cooling Return)
❑Other (explain tarter #21 Remarits)
4. Date Well(s) Completed: 11/13/13
d
Well ID# IW-14B
5a. Weil Location:
PELTON & CRANE
Facility/OwncrNmno
Facility ID# (irnpplicnble)
200 CLANTON ROAD
CHARLOTTE 28217
Physical Address, City, and Zip
MECKLENBURG
County
5b L tit d
Parcel Identification No. (PIN)
For Interim] Use ONLY:
1. 14, \VATER ZONE,SS`:'
rt, ft.
ft. rt.
1 0.0 f1• 1 92.0 ft, ( 4.0 Inn• 1 .188 1 STEEL
1 ft. ( ft. ( in,
ft. ft. ill.
ft, I ft. in.
rt. I fr. in.
ft.
ft.
ft.
rr.
ft.
ft.
19. SAND/GRAVEL PAC If if nr' licable . ,GMPLACENIGNTM=1101)
FROM
TO
MATERIAL
ft,
ft.
ft.
ft.
20. DRILLING LOG atfuckiidditionnl slmts if necessary :". r•:5't.:: `i;, ;: ;
FROM
TO
DESCRIPTION (color, hardness, sulllroek ly ie, grain size, etc.
0.0
ft.
5.0
ft-
BROWN CLAY
5.0
't'
10.0
ft.
TAN SILTY CLAY
10.0
ft'
35.0
ft'
TAN SANDY CLAY
35.0
't'
48.0
f"
TAN SILTY CLAY
48.0
ft.
72.0
't•
BROWN ROCK
72.0
't'
87.0
•
E
GRAY PARTIALLY WEATHERED ROCK
87.0
ft'
110.0"
GRAY ROCK
21:REIVIARI{S.:,•':i.•..^..••
.:..::.::........
OPEN HOLE
. it it c an Longitude in degrees/minutes/seconds or decimal degrees: 22. t of •noon:
(ifwail field, one lot/long is sufficient)
350 11' 45.98" N 800 52' 31.38" W 11/20/13
ignnture ofCe tfred Well Contractor Date
G. Is (are) the weli(s): OPerm anent or ❑Temporary By signing this Joint, 1 hereby cerllt& that the n•cll(s) was (sere) consn•ucled In accordance
mlth 154 NCAC 02C .0100 or 15A NC,dC 02C .0200 Il aN CarrsN•uclTan Slanda•ds and that a
7. Is this a repair to an existing well: ❑Yes or IDNo copy aJ'this retard has been proNtkel to lha well mvner.
Iflhis Is a repair fill aw knoun troll construction information and esrlain the nacre oftho
repair under1121 mnrorks•section or on the backofthdsform. 23, Site diagram or additional weil details:
You may use the back of this page to provide additional well site details or well
S. Numberwells constructed: 1 construction details. You may also attach additional pages if necessary.
Far nndlfple 11yuctiar or not -wafer supply trolls ONL 3' u�idi die srnne enusn•rrcfion, ymr can
submit onefan n• SUBMITTAL INSTUCTIONS
9. Total well depth below land surface: 110.0 (ft.) 24a, For All Wells: Submit this form within 30 days of completion of well
Ror undtiple malls list all depths ift1prent (evorlgrlo- 3 rl7i 200' and 2©100') construction to the following;
10. Static water level below top of casing: 17.0 () ft. Divisionorwater Quality, Inrormntion Processing Unit,
Ifiraterlevel Is• above toxins use "•;-" 1617 Nlail Service Centel,, Raleigh, NC 27699-1617
I1. Borehole diameter: 12.0/6.0/8.5 (in.) 24b, for Inicction Wells: In addition to sending the form to the address in 24a
AUGER/AIR ROTARY above, also submit a copy of this form within 30 days of completion of well
12, Well construction method: construction to the following:
(i,c, auger, rotary, cable, direct push, etc.)
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Nlethotl of test: 24c. For Water Sunnh' S Iniection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
fib. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed,
Perm GW-I North Carolina Department ofCnvironment and Natural Resources- Division of Water Quality Revised Jan. 2013

WELL CONSTRUCTION RECORD
This farm aria be used for single or rnuiliple wells
1. Well Contractor Information:
MARK GETTYS
Well Contractor Nmnc
A — 2345
NC Wall Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Conipmry Nnnic
2. Well Construction Permit 4:
List all npplicnble well ransh•irctioil Parinlis rix. County, Stnla, Irmlanca, ele.)
3, Well Use (cheap well use):
❑Agricultural ❑Municipal/Public
❑Geothermal (Heating/Cooling Supply) ❑Residential Witter Supply (single)
❑Industrial/Commercinl ❑Resid
ential Witter Supply (shared)
Supply
❑Aquifer Recharge
❑Aquifer Storage and Recovery
[]Aquifer Test
[]Experimental Technology
❑Geothermal (Closed Loop)
G
WGroundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
[]Tracer
❑Other (explain Linder1721 p
4. Data Well(s) Completed: 10/20/13 Well ID€t IW 15A
5a. Well Location:
PELTON & CRANE
Fnaility/Owner Name Facility IDi1(i f npplicnble)
200 CLANTON ROAD CHARLOTTE 28217
Physical Address, City, and Zip
MECKLENBURG
County
Pnrcal Identification No. (PIN)
5b, Lntitudc and Longitude in degrees/minutes/seconds or decimal degrees:
(if wall field, one Jat/lang is sufficient) 22, Certification:
350 11' 45.35" N 800 52' 32,12" ����
6, Is (arc) the tvell(s): OPermonent or ❑Temporary
rti
Signature ofCemi[icd Well Contractor
7. Is this n repair to nn existing yell: ❑Yes or [?]No
If this• is a rapnlr, fill oitl Jrnouyn well cansti•actlon hil'brmollon and eiplain Iha notura of ills
repnit' antler 1121 renim•Irs section a1• oil the back of thlsform.
8. Number of wells constructed: 1
ITal• nnrmple h1Jeenon at' non -,rarer s•iiprly u'efls ON[ I'iNth Ilia sate constrimlion, yorl con
,rirbriill onuforin,
9. Total well depth below land surface: 67.0 (ft.)
Far 11r11hq,le wells list rip depth, fdt&I•enl (e ample- 3@200' and 20n J00')
10. Static tenter level below top of casing: DRY (ft.)
Jf ivoler level is oborc cashlg, use "+"
11. Borehole diameter: 8.0
12. Well construction mctliod: AUGER
(i.c, anger, rotary, cable, direct push, eta.)
Par internal Usc ONLY:
z,14i WATER ZONES'r t�.<;:,`i'a;?YSi` ji:;�;:;'bi `ti't:� l:'� �:: �';•�,�<�;:;+.
FROM
TO
DESCRIPTION!:.�''r,is
ft,
fr.
ft.
rr.
:15 GUTER CASTNC tor'fnu1H-hiiscU'rtclly OR LINER`
FROM
TO
DIAMETER
T111C19' Ess MATERIAL
rt.
ft.
in.
c 1 : INNER`CASING'OR
,..,.
TUDING` "e6llieirimat closed=luo i `i�3;?�ci ;ijy.'i;:;�;?.,:: �.-•:::,�•,:
rRON-1
TU
DMA191'ER
THICKNESS
MATERIAL
ft.
ft.
in.
ft.
ft.
in.
r17ESCREENi`t
rROM
TO t
DIAMETER
SLOTSIZE ` THICKNESS . (• hiNrERIAL
ft
ft.
in.
ft.
ft,
in,
FROM TO
MATERIAL•••
EMPLACEMENT METHOD.@•AIYIOUNT
ft. ft.
ft. £t,
ft. ft.
.19i SAND/GRAVEL PACK
''.
if'u i licuhle ^!`a;
..•�EMPLACENIENTMETiIOD•
FROM
TO
MATERIAL
ft.
ft.
ft,
ft,
20: DRILLING LOG nitnchbddilionalshcetslfncab'ssarvl:;::
:;a_::5::;:i':.: `..:•s': '
FROM
TO
DESCRIPTION color, Imrdness,soirrockiv ie, •ruin size, etc.
0.0 ft,
5.0 ft,
ORANGE CLAY
5.0 rr•
12.0 rt.
BROWN CLAY
12.0 rc
30.0 fr,
TAN SILTY CLAY
30.0 It
67.0 fr,
ORANGE SILTY SANDY CLAY
rL
ft.
ft,
ft.
fr.
rr.
Hi !
BORING ABANDONED
11/20/13
Date
rip signing fills farm, 1 hureby card J, Ilia/ thu 11,01(r) was /li'ar•e) constructed in nccol•rloace,
will) IV NCAC 02C.0100 or 15A NDIC 02C.0200 Well COATIrlicilon Slondards and that o
copy oflhis• rucor•d has been provirlud to tha )tell ougier.
23. Site dingranl or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBMITTAL INSTUcTiONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
20. For Inicction Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
13a. Yield (gpm) Method of test: 24c. For Water Supply S Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount' completion of well construction to the county health department of the county
where constructed.
Form OW -I North Carolina Depnrtmant ofEnvironmeal and Natural Resources — Division of Wnler Qunlily Revisad Jnn. 2013

WELL CONSTRUCTION RECORD
This form call be used far single or multiple wells
I. Well Cunh•netur Infm•nuation:
JOHNNY BURR
Wall ContractorNamc
A - 3098
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Conipmly Nnma
2. Well Construction Permit #:
brit all appllcoble well cansnvlclion pei•allr p.e. Cnringt Slate, Pnriance, eta)
3. Well Use (cheelt fvell Ilse):
❑Agricultural
❑Geothermal (Healing/Cooling Supply)
❑Industrial/Commerc inl
Well:
[]Aquifer Recharge
❑Aquii'er Storage and Recovery
❑Aquifer Test
❑E•xperimentel Technology
❑Geothermal (Closed Loop)
❑Municipal/Public
El Residential Water Supply (single)
❑Residential Water Supply (shared)
)
lZIGroundwater Remediation
[]Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
t== 1-155lwurrllg ne atrnl uuMer (expinin under #21 Remarks)
4. Date Well(s) Completed: 11/13/13 �VeI1ID# IW 16B
Sit. Well Location:
PELTON & CRANE
Fncilily/OwnerNama Facility ID/I (irnpplicable)
200 CLANTON ROAD CHARLOTTE 28217
Physical Address, City, and Zip
MECKLENBURG
County Parcel Identification No, (PIN)
5b. Latitude and Longitude in degrees/minutes/seconds or decimal degrees:
(ifwcll field one btt/long is sufficient)
350 11' 45.97" 800 52' 31 48"
FarLltcmnl Usc ONLY:
rr. rr.
rr. rr.
0.0 ft I 92.0 ft- I 4.0 in I 188 STEEL
ft ft in. I ---
ft. ft. in.
ITSCRit1Ng' :1:; it,•; rent 'is:r ; h.
'•.:�;:w:�*: ;i ;:�� ; :.�i= >.1.':f':.. ', :.: \:lj.��'u i:ii�i�'i's.l:!::�:1'j'�::::
FRONT TO• •' •` p1ARlETER••• •SLOTSIZE ,T111CICNESS MATERIAL
ft. ft. in,
ft, ft. in.
N5LGROUT:,
FROa'ft, ft.
i TO •• MATERIAL EMPLACEhIENTMETnOD&AMOUNT
ft. ft.
ft, ft.
it.
it.
IM
M
0,0
ft•
10.0
ft•
BROWN SILTY SANDY CLAY
10.0
ft•
40.0
ft'
ORANGE/TAN CLAYEY SAND
40.0
ft•
70,0
ft'
ORANGE SILTY CLAY
70.0
ft'
85.0
e•
BROWN PARTIALLY WEATHERED ROCK
85.0
ft
110.0
ft.
GRAY ROCK
ft.
fr.
ft.
ft.
OPEN HOLE
N lY� (i' - 11/20/13
G. Is (m•c) the uvcll(s): ❑Permm�ent or ❑Tempar•nry
Signature OFCertifred Well Contractor Date
7. Is this a rcpair to an exisfing ivelk ❑Yes or ❑No
11y S1g11ing this form, 1 hureby cer* that the 11'e//(s) 11'as (were) constructed 1n accarlance
milh ISd NC�IC 02C .0100 al• 1511 NC�IC 02C .0200 iPcll Ca11.i117rctton Standards and !lint a
Ifthls Is repa/r fill errt k11o»'n me// calrsll'tic!!on 1nfo/77rnfion onr/ cep/n/ll the nature offhe
copJ oflhis record hnxteen p1 on/der! to !/m u'e// owner.
repnh' unda'1121 renrarkss'ccllon ono» the backoflllir forla,
23. Site diagrain or additional Well details:
1
8. Number of Wells constructed:constntction
You may use the back of this page to provide additional well site details or well
For multiplehyuc!(On or non -ranter supply Ire//,r ONl,1' milt lhe,�rtnre cnnslrttrllar, ynn can
details. You may also attach additional pages if necessnry.
subndl one form.
SUBMITTAL INSTUCTIONS
9. Total Well depth below land surface: 110.0 (ft,)
For um/11p1e lve//s Ilsr all deplhs ifdVarun! (example- 3 a 200' and 2©100')
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
10. Static Water level below top of casing: 17.0 (ft.)
Ifu'alerlemd lr above cnvhng, use ,+,,
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
11. Boreliole dinnieter: 12,0/4.0/8,5 (in.)
24b. I'or Injection 11`ells; In addition to sending Ihe"form to the address in 24a
12. Drell construction method: AUGER/AIR ROTARY
above, also submit a copy of this form within 30 days of completion of well
(i,e, nugar, rotary, cable, direct push, etc.)
construction to the following:
'
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY:
1636 Mail Service Center, Raleigh, NC 27699-1636
130. Yield (gpni) Method of test:
24c. For Water Supply Sc Injection Wells' In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfccfion type: Amount:
completion of Well construction to the county health department of the county
where constructed.
Pomi GW-I North Carolina Department of Environment and Naturnl Resources- Division of Water Quality ty Revised Jan. 2013

WELL CONSTRUCTION RECORD
This form con be used for single or multiple wells
1, Well Conh•aeio' Information:
MARK GETTYS
Well Contmclor Nnmo
A — 2345
NC weli Contmclor Certificnlion Number
GEOLOGIC EXPLORATION, INC
Compmry Nnmc
2. Well Construction Permit It:
Us/ a// applicable well rnlrstrucliaa pernriGs (l.e. County, Sln1g Irarinnce, etc.)
3, Well Use (clicelr ivell Ilse):
❑Agricultural ❑Municipal/Public
❑Geothennnl (Haiting/Cooling Supply) ❑Residential Writer Supply (single)
❑ Ind ustrial/Commercial ❑Residential Water Supply (shared)
I if;
❑Aquifer Recharge
[]Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closet! Loop)
©Groundwater Remediation
❑Salinity Barrier
❑Stormwater Dminage
❑Subsidence Control
❑Tracer
--- .........�••��••.•rf�aarwgrcerurn) uUther(explain under#21 Remarks)
4. Date WCII(s) Completed: 10/20/13 Well ID# IW-17A
511, Well Loention:
PELTON & CRANE
Fildlily/Dtvncr Name Facilily iD11(ifappliceble)
200 CLANTON ROAD CHARLOTTE 28217
Physical Allress, City, end zip
MECKLENBURG
County Place[ Identification No. (PIN)
5b. Latitude and Longitude in degrees/mimttes/seconds or decimal degrees:
(if well field, one Intllong is sufficient)
35e 11' 44,80" N 80e 52' 31.98"
w
6. Is (arc) the uvcll(s): OPernianent or ❑Temporary
7, Is this n repair to an existing well: Dyes or IDNo
Ijl/r/s• is a rupa/r, Jill ow knarrrr well co»sn'rrc11011 Ajamafialr and etplobr the rrnau•e ojlhe
repnlr under 112 / rmnarks s'ucarin or all die back ojihis jorm.
S. Number of wells constructed: 1
Far nrnhiplu h jucliarr or nos-u'(1lelr sappl)r ❑'u/ls ONLY with the.smne construction, porn can
subnrii one form.
9. Total well depth below hand surface: 85.0
rot• multiple 11141.7lly! all dupihs• 1jdVar om (evarnple- 3 rei 200' and 20100) (ft,)
10. Static water level below top of easing: DRY
Iju'nrer level is above cos/ng, rive ,+,, (ft.)
11. Borehole diameter: 8.5
(in,)
12. Well construction method: AIR ROTARY
(i.e. nalger, rolary, cnble, direct posit, oic.)
Forhricrnnl Use ONLY; '
raitication:
11/20/13
Signntitre orCertificd Well Contractor Dete
13), .slgn/ng dIAs form, I herehy ce1•1 jr 111o! the um//(I) inns 0"01'c) constructed In accardnlnce
trilh 15A NCAC 02C .0100 or 13A NCAC 02C .0200 ]Yell Coush•uctiou 57andnrds and 1hal a
copy of Ilds record has been prorirled 10 the Ire/l owner
23. Site diagram or additional welt details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages ifneeessary.
SUBMITTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Information Processing Unit,
I617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
construction to the following:
Division of Water Quality, Underground Injection Control Program,
[13b.
R WATER SUPPLY WE,LLS ONLY: 1636 Mail Service Center, Raleigh, NC 27699-1636
. Yield (gpm) Method of test: 24c. For Water Sup nly & Injection Wells' In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
Disinfection type; Amount: completion of well construction to the county health department of the county
where constructed.
Form GW-1 North Cnrolinn Dcperlmenl ofGnvironntenl and Nnturnl Rcsourccs—Division of Water Quality
Revised 1:uI, 2013

ThWELL CONSTRUCTIis form erm be UhGLj fur single or ItONple VRECORD
ells
I. Well Contractor Information:
JOHNNY BURR
Wall Contractor Name
A — 3098
NC Wall Contmctar Ccnificoian Number
GEOLOGIC EXPLORATION, INC
Company Name
2. Well Construction Permit #:
Llvl all applicable We// colrsirilefloll per/nitr (l.e. Coanly, Slate, Irallealce,
3. Well Use (check well Ilse):
❑Agricultural ❑Municipal/Public
❑Geothermal pleating/Cooling Supply) ❑ Residential Water Supply (single,)
❑]ndustrial/Commercial ❑Residential Water Supply (shared)
ouppry wen:
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑) xperimental Technology
❑Geothermal (Closer) Loop)
❑Geothermal (Hentina/Coniinir 1
OGroundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under #21 R
4. Date Wc1I(s) Completed: 11/13/13 Rlell ID# IW 18B
5n. Well Locution:
PELTON & CRANE
Facility/Owner Namil
200 CLANTON ROAD
Plnysicnl Address, City, and Zip
MECKLENBURG
enemy
Facility IDli (ifnpplicahle)
CHARLOTTE 28217
Parcel Identification No. (PIN)
5b. Lntitude and Longitude in degrees/minutes/s aeon its or decimal degrees:
(iFwoll Gold, one Int/long is sufficient)
350 11144.7711 N 800 52' 31.981'
Ni,
6. Is (arc) the wcll(s): OPermmnent or ❑Temporary
7. Is this a repair to an existing well: Dyes or ONO
1f)his is a rapalr, Jill 0111 knmpll hell consv/Wclion hi/bralalion aael e.\pail/ the nnnar aft e
repair aad¢r 1121 relnar6;7 section Or on I/le back of/hlr form.
8. Number' orwous constructed: 1
Fo• n111/fiple hyLelioll a• 1)on-)valersupply u"el x ON1.11 u•h/1 Ihu scone consh•liclion, pan can
s 0nlll oneforam.
9. Total well depth hclory hind surface: 110.0
lror 11a1hiple ❑'e11-T IfsI all dilpllls IfrllffiIvill (eranglle- 3tn 200'n11e12©100') (fk)
10. Static renter level below top of casing: 17.0
Ifu aler level Is above casing, nee '4• (ft,)
11. Borehole dfnmcter: 12.0/4.0/6.0
12. Well construction method: AUGERWR ROTARY
(i.e. auger, rotary, cable, dircel push, ono.)
For Intemnl Usc ONLY:
.14:WATER ZONCSI.F:;,;;i,::
FRont TO DESCRIPTION
ft.
ft.
ft.
ft,
l5::0UT�R`CASING'
FROM
F6r`iufdif=ciised'ivelLv o12iliIN> T�: ifii`'"llcuhle i.i''i,:i:.l`;:ij'l..`•.;i.:
TO D1An•-1 EIt. TIIICILNLISS n1ATGRIAL
0.0 ft.
INNri`. RYfA
86.0 ft. 4.0 in.
ctnra�'nritmnt»;.r.; •..: •- .. ....
.188
...::..........�.,._
STEEL
;iLilative
2. t tire tion:
11/20/13
of'Ce . led Well Contractor Dalc
5y .vlgnhlg fills form, 1 hereby cuplyy !lint die u•cll(s) Was (u ere) cmis1rucled 1n accordance
Whh J5A NCAC o2C.0100 a1. 1511 NCIIC 02C .0200 Firell C01er11'11efion Slnndal• Is and 11mi a
ropy oflhls record has been province) io Me We// olrlmr.
23, Site dingrant or additional well dehlils:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.
SUBRurTAL INSTUCTIONS
24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division orNAInter Qnlllity, Information Processing Unit,
1617 Hall Service Center, Rulcigh, NC27699-I617
24b. Fur Injection bilells: In addition to sending the form to the address in 24a
above, also submit a copy of this form within 30 days of completion of well
construction to fire following:
Division of Water Quality, Underground Injection Control Program,
FOR WATER SUPPLY WELLS ONLY: 1636 Half Serviec Center, Raleigh, NC 27699-1636
130. Yield (gpm) Method of test: 24e. For Water SunD[v & Iniection Wells in addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
13b. Disinfection type: Amount: completion of well construction to the county health department of the county
where constructed.
Form OW-1 Norih Carolina Dopndment ofGnvironment mud Natural Resources —Division of Water unlit
Q y Revised Jim. 2013

WELL ABANDONMENT REi CORD
This form can be used for single or multiple wells
1. Well Contractor Information:
MARK GETTYS
Well Contractor Nntne (or well owner personnlly nbandoning well on his/her property)
A — 2345
NC Well Contractor Certification Number
GEOLOGIC EXPLORATION, INC
Company Nnnie
2. Weil Construction Permit #:
Us/ a// opplkab/u wa/l construcllon paradls (l.e. County, Slna, Marlowe. etc.) t/'knauvt
3. Well use (check well use):
Wfltm•Supply Well:
❑Agricultural
❑Geothermal (Heating/Cooling Supply)
❑ industrial/Commercial
Non -Water Supply
❑Aquifer Recharge
❑Aquiffer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Geothermal (Closed Loop)
❑Geothermal (Heating/Cooling
❑Municipal/Public
❑Residential Water Supply (single)
❑Residential Water Supply (shared)
OGroundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 7g)
4. Date well(s) abandoned: 10/20/13
5n. Well location:
PELTON & CRANE
Facility/OwnerNmnc • •
200 CLANTON ROAD
Physical Address, City, and Zip
MECKLENBURG
County
far intemnl Uso ONLY:
WELL ABANDONMENT DETAILS
7a. Number of wells being abandoned: 1
Fat• om/tlp/c hfcclloll or rrorr-u•alel' snpp/y n'alls ONLY with the same
cmrrh•ncllon/nbnnrlonurant, you car submit one fast.
7b. Approximate volatile of water remaining in welt(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7e. Type of disinfectant used:
7d. Amount of disinfectant used:
7c. Scaling materials used (cheep all that apply):
Ill Ncat Cement Grout
❑ Bentonite Chips or Pellets
❑ Solid Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specialty Grout
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain under 7g)
7f. For elicit material selected above, provide amount of materials used:
174.25 GALLONS
7g. Provide a brief dcscr'iption of the nbnndonment procedure:
WELL ABANDONED VIA TREMIE PIPE WITH
PORTLAND BENTONITE SLURRY
fncilitylD9(ifopplicnblc) C tillcatiolr'.
CHARLOTTE 28217 � C �I t 11/20/13
Signilttue ofCertifted Well Contractor or Well Owner Dille
Parcel Identification No. (PIN)
5b. Lntitude and longitude in degrees/minutes/seconds or decimal degrees:
(ifwell Geld, one InUlong is suffteiout)
35e 11' 45,35" N 800 52' 32.12"
CONSTRUCTION DETAILS Or 11ELL(S) BEING ABANDONED
Alloch troll conslrnction recorel(s) lfavallable. Rorn"dliple hyaclton or non-walar,vrpply
trills ONLI' ud(h !ha saint consn ucltorNnhaiulontuanf, you can subrrrtl one form,
Ga. Well rD9: IW-15A
Gb. Total well depth: 67.0 (ft.)
Gc. Borehole diameter: 8.0 (in.)
Gd. Write)' level below ground surface: (ft.)
By signing this form, 1 hereby certlj5t that the well(s) was (were) abandoned ill
accordance with 15f1 NCAC 01C.0100 a• 2C.0200 O'ell Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or• additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also attach additional pages if necessary.
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this forni within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
tub, For Injection Wells: in addition to sending the form to the address in Ion
above, also submit one copy of this 'form within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Underground Injection Control Program,
1636 A'Iail Set -vice Centel-, Raleigh, NC 27699-1636
10c. For Writer Supply Se Injection Wells: In addition to sending the form to
Gc. Outer casing length (if known): (ft. the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
Gf. Inner casing/tubing length (if ]crown); (ft.)
where abandoned,
Gg. Screen iengtin (if known): (ft.)
Form GW-30 North Carolina Department ofGnvironment and Nnlural Resources — Division of Wolor Qunlity Revised March 2013

WLI LL ABANDONMENT RE' CORD
This ronn can be used for single or multiple wells
1. Well Contractor Information:
MARK GETTYS
Well ContmctorNmna (or well owner personally nhnnctoning wall on his/her property)
A - 2345
NC Well Contractor Ccrlificntion Number
GEOLOGIC EXPLORATION, INC
Company Noma
2. Well Construction Permit#:
LLrt oll applicable n•ell conrtrrtctian peratlls (I.e. County, Stale, Parlance, etc.) lfkuouan
3. Well use (clieck well use):
Water supply Well:
❑Agriculhual ❑Municipal/Public
❑Geothennol (Jleating/Cooling Supply) ❑Residential Water Supply (single)
❑ Ind ustrial/Commercial ❑Residential Water Supply (shared)
❑Irri ation
Nan -\hater Supply Well:
❑Monitoring ❑Recovery
❑Aquifer Recharge
❑Aquifer Storage and Recovery
❑Aquifer Test
❑Experimental Technology
❑Gecthermal (Closed Loop)
❑Geothermal (Heating/Cooling
PlGroundwater Remediation
❑Salinity Barrier
❑Stormwater Drainage
❑Subsidence Control
❑Tracer
❑Other (explain under 7g)
4. Date well(s) abandoned: 10/20/13
50. Well location:
PELTON & CRANE
Vacility/Owner Noma
200 CLANTON ROAD
Physical Address, City, and Zip
MECKLENBURG
County
For iolerant Use ONLY:
WELL ABANDONMENT DETAILS
7a. Number ofwclis being abandoned:
For undllple 11yactlan or non -wafer supply wells• ONLY wuh /he same
consn•ncttorr/ahaulaumaut, you car.rulnull one forum.
7b. Approximate volume of water remaining in welt(s): (gal.)
FOR WATER SUPPLY WELLS ONLY:
7c. Type of disinfectant used:
7d. Amount of disinfectant used:
7e. Scaling materials used (check all that apply):
li7 Neat Cement Grout
❑ Bentonite Chips or Pellets
❑ Sand Cement Grout
❑ Dry Clay
❑ Concrete Grout
❑ Drill Cuttings
❑ Specially Grout
❑ Gravel
❑ Bentonite Slurry
❑ Other (explain under 7g)
7f. For each material selected above, provide amount of materials used:
229.5 GALLONS
7g. Provide a brief description of the abandonment procedure:
WELL ABANDONED VIA TREMIE PIPE WITH
PORTLAND BENTONITE SLURRY
Facility IDII (iftapplicable) erMention: t�
CHARLOTTE 28217 3� QA-1 11/20/13
Signature of Certified Well Contractor or Well Owner Dole
Parcel Identification No. (PIN)
5b. Latitude and longitude in degrees/minutes/seconds at- decimal degrees:
(ffwell field, one InUlong is sufficient)
35o 11' 44.80" N 80o 52' 31.98"
CONSTRUCTION DETAILS OF WELLIS) BEING ABANDONED
By signing This form, I lrereGy cerlfy that the wells) was (u+ere) abandoned in
accordance with 15A NCAC 02C .0100 or 2C .0200 [Yell Construction Standards
and that a copy of this record has been provided to the well owner.
9. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
W abandonment details. You may also attach additional pages if necessary.
Attach melt conr/rnrcttorr record(() !f avallable. For nurhlple hJedlou or non -hater supply
me/Is ONLI' u,11h the same cuusn ucna /obau/atureut, you corn subndr ono ftrrrl.
Gn. Well ID#: I W-'I 7A
6b. Total rvell'depth: 85.0 (ft.)
Gc. Borehole diameter: 8•5 (in.)
6d. Water level below ground surface: (ft.)
SUBMITTAL INSTRUCTIONS
10a. For All Wells: Submit this form within 30 days or completion or well
abandonment to the rollowing:
Division of Water Quality, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
10b. For Injection Wells: In addition to sending the form to the address in 10a
above, also submit one copy of this fonn within 30 days of completion of well
abandonment to the following:
Division of Water Quality, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
10c. For Water Sunni( & Injection Wells: In addition to sending the form to
Gc. Outer casing length (if known): (ft.) the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
Gf. Irma casing/tubing length (if known); ft.) where abandoned.
Gg. Screen length (if lmown): (ft.)
Vann GW-30 North Carolina Deportment ofEnOrwunent and Nnturnl Resources — Division of Wnlcr Quality Revised March 2013

■
M un
APPENDIX F
Off -Site Waste Disposal Documentation
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

■
M un
APPENDIX F.1
Well Installation Activities
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

Please- print or type,
REPUBLIC
SERVICES
NON -HAZARDOUS WASTE MANIFEST
1174753
t. Generator's US EFIA ID Number
ManilDo�urngftt Number
2. Page 1 of
1 a �. e, �
1
3. Generamer. Narrre anrL Malilbrg Addresa
5. Generating Location (if different)
',iemens Medical Solutions USA, Inc,
114 Clanton Road
(Fortner Pelton Crane)
Charlotte, NC 28217
51 Valley Stream Parkway, Nail Stop 15
Malvern PA 19355
4; Ptipne (G16 )' 840 -9117
6. Phone [phone]
7. Transporter:'kf Camparry Names
8, US EPA ID Number
9. Transporter#1's Phone
it .� • . . r-r+vi rommental Corporation
'. i,� ..._ 149,
-1011)- - 11 -1( ^
tQ. Transpcvter42 Company Names
11, US EPA 1D Number
12. Transporter 9Ts Phone
to Designated T/S/U Facility Name and Site Address
14. US EPA JD Number
19. Facility's Phone
Republic Services Ci15 landfill
44-262-13003
5105 Morehead Road
Concord. NC. 28027
16. Waste Shipping Name and Description
17. Allied Waste Approval #and Fxp. Date
18. Containers
19. Total
20. Unit
Quantity
W1IVOI
No.
Type
Non -hazardous, non -regulated material
{ID'W druatmed solids)
5010319462
7
4.
b' Non -hazardous, non -regulated material
U11(
IDW drummed water)
at,i0a13461
d.
2-1. Additional Descriptions for Materials Listed Above
M Special Handling Instructions and Additional Information
�T lI "7 r T-6
Shamrock Job No. 02-WND-13-0957
23. GENERArTOWS CERTIFICATION: I certify the materials described on this manifest are not Subject to federal regulatinns for reporting proper disposal at 11— tlaus Waste_
l?rirAecilTyped Name
Signature
8farrth 1]ay Year
1'L
24 Transporter#f: Acknowledgement of Receipt of Materials
Printedliyped Name
Signature
Mono,
Day
read
a
F : 4,CL
Ce
2 r. Transporter f12: Acknowledgement of Receipt of Materials
Printedfryped Name
Signature
Manih
Llay
Year
H
2E Discrepancy Indication Space
27. Facility. Owner or Operator. Certification of receipt of waste materials covered by this manifest (except as noted in Item 19)
6L
i2
Printed/Typed Name
Signature Month Day Year
L L -1
GENERATOR'S COPY
COMOOOD33
ReJ 0tIt2 RS-F15

'd*-A SERVICES
m REPUBLIC
Please print or type. NON -HAZARDOUS WASTE MANIFEST ,,'�
1. Generator's US EPA ID Number
Ivlaniiest Document Number
2. Page # of
i
3. Generator's Name and Mailing Address
5. Generating Location (if different)
Siemens Medical Solutions USA, Inc.
200 Liant:on Road
(former Felton Crane)
Charlotte, NC 20217
51 Valley Stream Parkway, Mail Stop 15
FW.V�rn, )PA 19355�
6. Phone ( )
1.Al
n -q
T Transporter#'Y Company Name
8. US EPA ID Number
9. Transparter41's Phone
?U. Transporter #2Company Name
11. US EPA ID Number
12, Transporter#2's Phone
i
i
fa designated TSI❑ Facility Name and Site Address
14. US EPA ID Number
15. Facility's Phone
Republic Services CIS landfill
704-262-6003
5105 Horshead Road
Concord, NC 28027
k
1& Waste Shipping Name and Description
17. A4lied Waste Approval # and Exp. Date
18. Containers
19. Talai 29.
Unit i
Quantity
Wuval
ae
Non -hazardous, non-reguleted tutarl4l
( I DW drutmtted solids)
5010319462
No.
Type
S
b,
Non -hazardous, rfon-rse2ulated iraterial
ODW drummed water)
5010319461
d.
(
2-1. Additional Descriptions for Materials lasted Above
22 Special kandling:lnstructions and Additional Information
_ Shstnrock Job No. 02-WN0-13-0957
23, GENERATOFFS eE1MFICATIQK' 1 .1" the materials descrinLl on lhis manifest are not subject to federal regulations for reporting proper disposal of Harardous Waste.
Ptinte&Typed Name
Signature Month flay Year
f
IX
24. Transpartar # 1: Acknowledgement of Receipt of Materials
1126
Printed.fTyped Name
Signature Month Day yea,
CD
25. Tlartapartlerr #2 Acknowledgement of Receipt of Materials
PrintedlTyped Name
Signature Month 17ay ,,or
26. Discrepancy Indication Space
l—
27. Facility Ovrmw ortiperator. Certification of receipt of waste materials covered by this manifest (except as noted in Item 19)
Printedll ed iVame
yp
Signature March
L.1
pay
year
GENERATOR'S COPY
cttil oom
f&V OT1,,12
RS.FS5

REPUBLIC
low SERVICES
Please print or type. NON -HAZARDOUS WASTE MANIFEST 1174755
1. Generator's US EPA ID Number
Manifest Document Number
2. Page 1 of
JG C1 tl .:
1
3. Generator's Name and Mailing Address
5. Generating Location (if different)
11„L r .t, USA lnc.
100 Clanton Road
(Former Felton Crane)
Charlotte, NC 2R217
51 Valley Stream Parkway, Nail Stop 15
Malvern, PA 19355
A. Phone (. ' ) ." -
6. Phone 1 '
7. Transporter Al Company Name
B. US EPA ID Number
9. Transporter #1's Phone
I
-1 t7orporation
10, Transporter #2 Company Name
11. US EPA ID Number
12. Transporter #2's Phone
13. Designated T1SID Facility Name and Site Address
14. US EPA ID Number
15. Facility's Phone
Republic Services 015 Landfill
1u4-11y2-15UQ3
5105 Morehead Road
Concord, NC 28027
i
16. Waste Shipping Name and Description
17. ,Allied Waste Approval # and Exp. Date
18, Container's
19, Total
2a. knit
Quantity
WILIVol
No.
Type
a: lion -hazardous, non -regulated materfal
(1041 drummed solids)
3010319462
JA
pm
1, ton -hazardous, non-ragulated m4terial
ODW druattnod Aster)
5010319461
d.
21. Adrhtiona{ Descriptions for Materials Listed Above
22- Special Handling Instructions and Additional Information
V I 7 CT
Shamrock Job No. 02-19ND•13-0957
2a. GENERATOR'S CERMCATION: I certi5i lfia materials described on this manifest are not subject to federal regulatiuns for reporting proper disposal of Hazardous Waste.
P—hnted/Typed Name
Signature
nmonm DW Year `
1'
IX
24. TransparW #1.: Acknowledgement of Receipt of Materials
LU
t`
Phrited/Typed Name
Signature
""th
Day
Yesr
25. Transporter #2. Acknowledgement of Receipt of Materials
Z
Pnntedil-yped Name
Signature
klondr
Day Yaer
26. Discrepancy Indications Space
0—
(. Facility Owner or Operator. Certification of receipt of waste materials covered by this manifest (except as noted in Item 19)
Q
6L
Q
p
PrintsedfTyped Name
Signature Month
Day
Year
GENERATOR'S COPY
It/ m1"2
COM000033

!1i SERVICES
Pleaee print or type. NON -HAZARDOUS WASTE MANIFEST 1174756
1. Generator's US EPA ID Number
Manffest Document Number
2. Page 1 of
a Generatnr's Name and Mailing Address
5. Generating Lacation (if different).
Siwiens hadlcai bolut:icns USA, ino.
iU0 Clanton Hoax
(Foster Pelton Crane)
Charlotte, NC 28217
51 Valley Stream Parkway, Mail Stop 15
1'1'• ->
17
6. Phone- ( )
T. Transporter#f Company !Name
9. US EPA ID Number
9. Transporter#'t's Phone
I& Transporter #2 Company Name
'11. US EPA ID Number
12. Transporter h2's Phone
i
f3. Designated T/SID Facility Name and Site Address
14. US EPA ID Number
15. Facility's Phone
Republic Services CMS Landfill
704-262-6003
5105 Morehead Road
i
Cnncord, NC 28027
116. Waste Shipping Name and Description
17. Allied Waste Approval #and Exp. Date
18. Containers
19, Total
20.
Unit
Quantity
WtNol
No..
Type
of
a
Non -hazardous, non -regulated materiul
(iWW drunvad solids)
50103191#62
4
0
_
LLi
t�.
I
z
Non -hazardous, non -regulated material
LU
(IWN drummed water)
501031941661
5
21. AMtiona' Descriptions for Materials listed. Above
f
I
,22- Spada[ Irlandting Instructions and Additional Information
Shamrook Job No. 02-WND-13-0957
23 GENERATOR'S CERTIFICATION. I cemry the materials described on this manifest are not subject to federal regulations for reporting pmper disposal of Hazardous Waste.
Poimted'6FypedName
Signature
Month
day
wear
W
24.. Transporter #t: Acknowfedgement of Receipt of Materials
LLL
Mintedl'Type-d Name.
Signature
Month
Day
Year
Q
(a
25 Traompap1er 02: Acknowietgement of Receipt of Materials
Z
Printed/Typed Name
Signature
mon! r
Day
Year
F
26. Discrepancy Indication Space
H
0
27. FacLCrty Owner or Operator: Certification of receipt cf waste materials- covered by this manifest (except as noted in Item 19).
a
LL-
0
01)
r
p!rimtedm /Typed, Nam.
Signature Manny
11av Year
GENERATOR'S COPY
COMGGGG35
P." ®13iQ RS-F15

■
M un
APPENDIX F.2
Overburden and Transition Zone Fracturing and Injection
Activities
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

I
�R, REPUBLIC
SERVICES
�i
Please print or type,
NON -HAZARDOUS WASTE MANIFEST 1174760
1. Generator's US EPA ID Number
Manifest Document Number
2. Page 1 of
3. Generator's Name and Mailing Address
5. Generating Location (if different)
Siemens Medical Solutions USA (former Pelton
n Cral,0
200 Clanton Road
c/o Advanced GaoServices
Ch rlot:tn, NC 28217
1055 Andrew Drive, Suite A
4. Wk. CiheestlerI PA 19380-4293
6. Phone ( )
7. Transporter #1 Company Name
8. US EPA ID Number
9. Transporter #1's Phone
n t
1
10. Transporter #2 Company Name
11, US EPA ID Number
12. Transporter #2's Phone
13. Designated TISID Facility Name and Site Address
14. US EPA ID Number
15. Facility's Phone
Relrublic Services, Inc. - Q15 Landfill
NC0986214880
5105 Horehead Road
Cotword, NC 28027
16, Waste Shipping Name and Description
17. Allied Waste Approval # and Exp. Date
18. Containers
19. Total
20. Unit
Quantity
WVVol
No.
Type
a.
C
lion -hazardous, non -regulated material'
50101319462
l
I--
( I DW Soil)
b.
Hun -hazardous, non-reyulatad material
50101319641
;
c.
d.
21. Additional Descriptions for Materials Listed Above
22. Special Handling Instructions and Additional Information
5hamroak Job No. 02-00-14-010
23. GENERATOR'S CERTIFICATION: I certify the materials described on this manifest are not subject to federal regulations for reporting proper disposal of Hazardous Waste.
PdniedlTyped Name; ff
Signature
Month
Day
Year,
L24.
Transporter #9: Acknowledgement of Wilceitt of Materials
PdntedlTyped Name
Signature
Month nay Your
-
IL
W
25. Transporter #?: Acknowledgement of Receipt of Materials
J
PrintedlTyped Name
Signature
Month
Day
Year
26. DIscrepancy Indlcalion Space
F�
J
27. Facility Owner or Operator: Certification of receipt of wasto materials covered by this manifost (except as noted in Itom 19)
QQ
LL
0
a.,
PrintedfT ed Name
YP
Signature
Monfh Da Year
y
GENERATOR'S COPY
COMW0083
REV 01112 RS-F15

NONHAZARDOUS "
:1 Generator ID Number
2, Page 1 of
3, Emergency Response Phone
4. ManifestDocument Number .
WASTE MANIFEST
5. Generator's Name and Mailing Address
Generator's Siie Address (if different than mailing address) .
'U A (f6r r sUon
Crtnca 2 Cl�;gt n RmA
C/0 Advwia o rv1 e y 1055 Andrew DrIvo, Sui tQ A ch4rlot e' -IX 282'17
Noel Chostgr PA 19380-4293.
Generator's Phone:
6. Transporter I Company Name
U.S. EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION
N . C . 0.0.0.0.9.4.2.1 .4.4
7. Transporter 2 Company Name
U.S. EPA ID Number
B. Designated Facility Name and Site Address
U.S, EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION
519 PATTO.N:AVE., GREENSBORO, NC 27406
�336)-375-1989
N . C . D . 9 9 .2 , 7.7.7.3.2
Facili s Phone:
,„:
NM .
9. Waste Shipping Name and Description
10. Containers
11. Total
i2 llnd
Approval Codes
No,
Type
Quantity
WI.Nol..
0
RC o ty Dt
Z 1 1
p
z
k
3.
q,
13, Special Handling Instructions and Additional Information
p
Power Unit
Trailer h
Job N 241Ta-14-01
14. GENERATOR'S CERTIFICATION; I certify the materials described above on this manifest
are not subject to federal regulations for reporting proper disposal of Hazardous Waste..
Generator's/Offerors Printed/Typed Name f
Signature , ,f
Month Day Year.
,
� 1
_.
15. International ShipmentsEl Import to U.S.
0 Export from U.S. Port of entrylaxft:
z
Transporter Signature for exports only):
Date leaving U.S.:
M
16. Transporter Acknowledgment of Receipt of Materials
"
Transporter i Printed/Typed Name
Signature,.:,,,,
' Month Day Year:
O
'
a
Transporter 2 Pdnted/T pod Name
Signature
Month Day Year -i
17. Discrepancy
17a. Discrepancy Indication Space quantity ❑ Type❑.
Residue
❑ Partial Rejection 0 Full Rejection p
Manifest Reference Number:]j
17b. Alternate Facility(or Generator)
U.S. EPA ID.Number . 9
L
Facility's Phone:
r
w
17c. Signature of Alternate Facility (or Generator)
Month Day Year
z
u
91
9,2
9.3
9.4
18. Designated Facility Owner or Operator: Certification of receipt of materials covered by
the manifest except as noted in Item 17a
PriniedlTyped Name
Signature
Month. Day Year . 3
GENERATOR'S/SHIPPER'S INITIAL.COPIf
1

e. 7 REPUBLIC
SERVICES
Please print or type, NON -HAZARDOUS WASTE MANIFEST
1174761
i,
1. Generator's US EPA ID Number
Manifest Document Number
2. Page 1 of
022014pc-1
1
3. Generator's Name and Melling Address
S. Generating Location (If different)
5i"wns Medical Solutions USA (former Pelton.Crend)
200 Clanton Road
a/o Advanced GeoSorvicos
Charlotte, KC 21!I217
1055 Andrew flrivO Suite A
t9360-4293
West Chester, PA
4. Phone ( 61d 840-9108
6. Phone { )
7. Transporter #1 Company Name
8. US EPA ID Number
9. Transporter #1's Phone
,Sham rook I'n0r[1m,vint:al Corporation
dc.0 Ui10 910 144
10. Transporter #2 Company Name
11. US EPA ID Number
12. Transporter #2's Phone
13. Designated TIS/D Facility Name and Site Address
14. US EPA ID Number
15. Facility's Phone
Republic Services, Inc. - CM5 Landfill
i`:iW.PYf 114000
704-276-2004
5105 Morehead Road
Concord, NC 26027
16. Waste Shipping Name and Description
17. Allied Waste Approval # and Exp. Date
18. Containers
19. Total
20. Unit
Quantity
WVVol
No.
Type
e.
Non -hazardous, non -regulated material
5010319462 :t/30/14
O
(IDN Soil)
b' Hon -hazardous, non-reguslted material
50101319641 3/30/14
t'
WZ
(IDW Liquids)
C.
d.
{
21. Additional Descriptions for Materials Listed Above
Shamrock .doh Mo. 02-WNT7-14-0100
1
22. Special Handling Instructions and Additional Information
23. GENERATOR'S CERTIFICATION: I certify the materials described on this manifest are not subject to federal regulations f t repoding proper disposal of Hazardous Waste.
Printed/Typed Name
Signature t' r
Month
rDay
Year
WF26.
ransporter #1: Acknowledgeme
t o Receipt of Materials
W
d/Typed Name
Signature �
1l�gnrh
a
Y
4
f/3ransporter
#2:Acknowledgement of Receipt of Materials
PrntedlTyped Name
Signature
Month
Day
Year
26. Discrepancy Indication Space
Ell l
}
F-
Q27.
Facility Owner or Operator: Certification of receipt of waste materials
covered by this manifest (except as noted In Item 19)
li.
G
F,--
Printed/Typed Name
Signature
Month nay Year
I GENERATOR'S COPY COM000033
�I REV 01/12 IRS -Fie

NON -HAZARDOUS
1 • Generator ID Number
2-Page s of
3. Emergency Response Phone
4. Manifest Document Number
WASTE MANIFEST
`.
£ t3
5. Generalor's Name and Mailing Address
Generatoes.Site Address (it different than mailing address)
i a DKodicol Solutitm, U (forawr Polton Crime)
200 Clanton Road
da van CooservioesCher
I or , P!C 2€ 17
1055 D r. Drive Soho A Dt Ch aEltQre PA 19.380
Generator's Phone. yb*84 i[
6. Transporter 1 Company Name
U.S. EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION
N . CA. 0. 0. 0. 9.4 .2.1 .4.4
7. Transporter 2 Company Name
U S. EPA ID Number
8. Designated Facility Name and Site Address
U.S. EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION
519 PATTON AVE., GREENSBORO, NC 27406
(336075-1989
I=aC11il 's Phone:
N C.D.'9.9.1.2.7.7.7.3.2
H.
HIM9.
Waste Shipping Name and Desert tion
P
10. Containers
11 Total
12. Unit
Approval Codes
No,
Type
.
Quantity
Wt.Nol.
aCc
w
cs
2. r
RS' -empty Wit small 61ng etabio aid
4.
}
13. Special Handling Instructions and Additional Information
41
Power Unit Trailer #
p-
Job if02-W'9-1 f 10D
`
14. GENERATOR'S CERTIFICATION: I certify the materials described above on this manifest are not subject
to federal regulations for reporting proper disposal of Hazardous Waste.
Generator'slOfferors Pnntedityped Name ;.. " ° , ;:
Sig ature e, i r s y d Month Day
Year14,
,y3
f
..i
I—
15 International Shipments
- -. ❑ import to U.S. ❑Export from U.S. Port of entrylexii:
,
z
Transporter Signature for exports on :
Date leaving U.S
rc
16. Transporter Acknojjf dgment of Receipt of aterials:Lu
-
'
Transporter 1 fttedffy'�d Name f
Signature lk,s q I Month Day
Year
10
a I. Transporter 2,pdnted1Typed'Name Signature r { Month Day
❑ Full RejeCtion
mth Day Year:
Printed[Typed Name Signature Month Day
Year
GENE PIATOR'.Su1S.HIPPER'S INITIAL COPY �

■
M un
APPENDIX F.3
Bedrock Zone A and Zone B Fracturing and Injection Activities
F:\Projects\2004\20041292-Pelton Crane Remedial Action\Sec Files\Reports\Phase III GRACCR\Flysheets.docx

Plaase print or type.
of 7 REPUBLICSERVICES
44A
NON -HAZARDOUS WASTE MANIFEST
1174762 W.
1. Generator's US EPA ID Number
Manifest Document Number
2. Page 1 of
3, Generator's Name and Mailing Address
5. Generating Location (If different)
Siemens ttiadical Solutions USA (formerly Pelton Crag
) M Clanton Road
do Advanced Ceo5ervlors
Charlotte, NC 28217
1055 Andreas Drive, Suite A
Pl,ogj% Chester PA 19]80-4293'10
Phone
s. ( }
7. Transporter #1 Company Name
8. US EPA ID Number
9. Transporter #1's Phone
10. Transporter #2 Company Name
11, US EPA ID Number
12. Transporter #2's Phone
,
13. Designated TlSID Facility Name and Site Address
14. US EPA ID Number
15. Facility's Phone
Republic Services, Ilft. - CM5 landfill
HCD96621M880
704-278-200f
5105 Morehead Road
Concord, WC 28-77
16. Waste Shipping Name and Description
17. Allied WastE Approval # and Exp. Date
18. Containers
19. Total
20. Unit
Quantity
Wtfvol
No.
Type
a..
p
Non -hazardous, non -regulated material
50101319462
(low ,*soil)
W
b.
W
Plan -hazardous, non -regulated material
50101319641
C9
OW Liquids)
}
!
c.
d.
21. Additional Descriptions for Materials Listed Above
22. Special Handling Instructions and Additional Information
Shamrock Sob No. 02-WO-14-0180
23. GENERATOR'S CERTtFECATION: I certify the materials described on this manifest are not subject to federal regulations for reporlirg proper disposal of Hazardous Waste.
Printed/Typed Name
Signature
Month
Day Year
41
%!
IX
24. Transporter #1: Acknowledgement of Receipt of Materials
W
Printed/Typed Name
Signature
MOO,
Day
Year
0
f ,-
N
25. Transporter #2: Acknowledgement of Receipt of Materials
Z
Printedrryped Name
Signature
Mori,
Day
Year
26. Discrepancy Indication Space
J
I
0
27. Facility Owner or Operator: Certification of receipt of waste materials covered by this manifest (except as noted in Item 19)
U.
C
U)
P
Printed/T ed Name
YP
Signature
Month
De y
year
GENERATOR'S COPY
REV 01112 RS-1`15
00

NON -HAZARDOUS
1 Generator ID Number
21, Page 1 of
3. Emergency Response Phone
4. Manifest Document Number
WASTE MANIFEST
5. Generator's Name and Mailing Address Generator's Site Addret(if different than mailing address)
t 1..:&_ ; �<�� �s:t�.ag=_I?aso.d=
ter;k�ICal 01ut �� U4,k ra rI Pe- �:s ' ��'zc
j/ ry�.l
Gen!Q�k AW6-,Rrt"I
6. Transporter 1 Comp VaiW"
U.5. EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION
N . C . 0.0.0.0.9.4.2.1
.4.4
7. Transporter 2 Company Name
U.S. EPA ID Number
8. Designated Facility Name and Site Address
U.S. EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION
519 PATTON AVE., GREENSBORO, NC 27406
(336)-375-1989
N.C. D.9.9.1.2.7.7.7.3.2
Facilil 's Phone:
HM
9. Waste Shipping Name and Description
10. Containers
11. Total
12. Unit
Approval Codes
No.
Type
Quantity
Wt.Nol.cc
1.
as
4
cc
w
w
2.
merit r y w ,.`s . fa # " 1
T
3
4,
13. Special Handling Instructions and Additional Information
Power Unit Trailer #
Job 4 a 9 se
14. GENERATOR'S CERTIFICATION: I certify the materials described above on this manifest are not subject to federal regulations for reporting proper disposal of Hazardous Waste.
Generator's/ Ofileror's Pnnted(fyped Name„ t Signature
Month Day
Year
-
€of
t
15. International Shipments ❑ Import to U.S. ❑ Export from U.S. Port entry/exit:
z
Transporter Signature for exports only): Date leaving U.S.:
et
W
16. Transporter Acknowledgment of Receipt of Materials
Transporter t Printed/Typd Nand Signature
Month Day
Year
x
Tran poiier 2 Rrintedliyped;flame " Signature
`'Month Day
ear
a
cc
17. Discrepancy
17a. Discrepancy Indication Space ❑ Type
❑ Quantity yp El Residue
❑Partial Rejection
❑ Full Rejection
Manifest Reference Number:
F
17b. Alternate Facility (or Generator)
US. EPA ID Number
U
sal
Facility's Phone:
17c. Signature of Alternate Facility (or Generator)
Month Day
Year
0—
Q
z
f7
N
w
9.3
9.4
18. Designated Facility Owner or Operator: Certification of receipt of materials covered by the manifest except as noted in Item 17a
PrintedfTyped Name Signature
Month Day
Year

Please print or type.
9RW REPUBLIC
44 SERVICES
NON -HAZARDOUS WASTE MANIFEST
1174763 W
1. Generator's US EPA ID Number
Manifest Document Number
2. Page 1 of
S 2314 -1
1
3. Generator's Name and Mailing Address
5. Generating
Location (if different)
Siemens 14e44cal Solutions USA (foil oe•lton L Cram ►
200 Clanton Road
C/o `A4vaneed CwoServices
Charlotte, MC 28217
Ill Andrew Drive, Suits A
West Chester, PA 193BO-4293
4. Phone' (b10 ) $40-9108
6. Phone (
)
7. Transporter #1 .Company Name
B. US EPA ID Number
9. Transporter #1's Phone
ihainrescic Lr+v'. rcnm�r tc l Corporation
tr(Y?rlfY�p71 yr;
rti -19f
10. Transporter #2 Company Name
11. US EPA ID Number
12. Transporter #2's Phone
13. Designated TISlD Facility Name and Site Address
14. US EPA ID Number
15. Faciiity's Phone
Republic services, Inc. - 045 Landfill
WD9®6214843u
704-27b-2004
51 C Morehead Road
Concord, NC 28029
tl
I
16. Waste Shipping Name and Description
17. Allied Waste Approval # and Exp. Date
18. Containers
19. Total
20. Unit
Quantity
WLfVcl
No.
Type
IX
Non-hasardous, non -regulated material
50101319641
41DW liquids)
1 3
D rr.
w
b.
z
uj
0
,
d.
21. Additional Descriptions for Materials Listed Above
22. Special Handling Instructions and Additional Information
Shamrock Job No. 02-1NND-1.4-01811
23. GENERATOR'S CERTIFICATION: I certify the materials described on this manifest are not subject to federal regulations for reporting proper disposal of Hazardous Waste.
PrintedlTyped Name
Signature
Month
1:
Day
Year
IZ
24. Transporter #1: Acknowledgement of Receipt of Materials
LU
Printed/Typed Name
Signature
Month
Day
Year
O___
0
25. Transporter 2: Acknowledgement of Receipt of Materials
z
Printed/Typed Name
Signature
Month
Day
Year
26. Discrepancy Indication Space
J
Q27.
Facility Owner or Operator: Certification of receipt of waste materials
covered by this manifest (except as noted in Item 19)
LL
m
U)
Printed/Typed Name
Signature
Month Da Vear
Y
GENERATOR'S COPY
COV4tipt}32
REV 01M2 RS-F15

NON -HAZARDOUS
1. Generator ID Number
2 Page 1 of
3. Emergency Response Phone
4. Manifest Document Number
WASTE MANIFESTfs.
.314d
5. Generator's Name and Mailing Address Generator's Site Address (if different than mailing address)
15217
Generator's Phone: 6)1'0—:5e v-51 65
6. Transporter 1 Company Name U.S. EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION N . C . 0.0.0.0.9.4.2 A . 4.4
7. Transporter 2 Company Name U.S. EPA ID Number
b. Designated Facility Name and Site Address U.S: EPA ID Number
SHAMROCK ENVIRONMENTAL CORPORATION
519 PATTON AVE., GREENSBORO, NC 27406
(336)-375-1939 N . C . D . 9.9.1 .2.7.7.7.3.2
Facili s Phone:
HM
9. Waste Shipping Name and Description
16. Containers
11. Total
12. Unit
Approval Codes
No.
Type
Quantity
Wt.Nol.
Lu
LU
Ue
`9 tmvty top'.'smrY . 1 aN ,, F.
3
x.
4.
13. Special Handling Instructions and Additioral Information
f
Power Unit f. Trailer #
Job # dv2—t-kA)°ffii —01 ar
14. GENERATOR'S CERTIFICATION: I certify the materials described above on this manifest are not subject to federal regulations for reporting proper disposal of Hazardous Waste,
Generatoi'slOfferoi's Printed/Typed Name Signature, _ Month Day Year
15. international Shipments
r ❑ Import to U.S. ❑ Export from U.S. Pori of entrylexit:
Transporter Signature for exports onl : Date leaving U.S.:
¢ 16. Transporter Acknowledgment of Receipt of Materials
w
Transporter 1 Printed/Typed Name Signature Month Day Year
'
z Transporter 2 Printed/Tjl ed Name Signature Month Day Year
Cr
17. Discrepancy
17a. Discrepancy Indication Space
❑ Quantity El Type El Residue El Partial Rejection ❑Full Rejection
Manifest Reference Number:
17b. Alternate Facility (or Generator) U.S. EPA ID Number
U
LL
Facility's Phone:
w
17c. Signature of Alternate Facility (or Generator) Month Day Year
zz
rn
ua
9.1
9.2
9.3
9.4
16. Designated Facility Owner or Operator Certification of receipt of materials covered by the manifest except as noted in Item 17a
Printed Typed Name Signature Month Day Year
GENERATOR'SISHIPIP R'S INITIAL COPY