HomeMy WebLinkAbout1910_Brickhaven_WellInstallationPiezometerAbandonment_DIN27834_20170525
hdrinc.com
440 S Church Street, Suites 900 & 1000, Charlotte, NC 28202‐2075
(704) 338‐6700
May 25, 2017
Ms. Elizabeth S. Werner, P.G. Via email elizabeth.werner@ncdenr.gov
Permitting Hydrogeologist
North Carolina Department of Environmental Quality
Division of Waste Management – Solid Waste Section
217 W Jones Street
Raleigh, NC 27603
Subject: Brickhaven No. 2 Mine Tract “A” Site (NCDEQ Landfill Permit 1910-STRUCT-2015) –
Monitoring Well Installation and Piezometer Abandonment
Dear Ms. Werner,
HDR Engineering, Inc. of the Carolinas (HDR), on behalf of Charah, LLC (Charah), was tasked with
the installation of one (1) replacement groundwater monitoring well and abandonment of five (5)
piezometers at the Charah Brickhaven No. 2 Mine Tract Site “A” (Site) in Moncure, Chatham
County, North Carolina. This work was performed following the completion of initial permitting and
operational activities. HDR is hereby submitting this summary of events to resolve the matter
concerning groundwater monitoring well installation and piezometer abandonment at the Site.
Monitoring Well Installation
On April 20, 2017, HDR provided oversight for the installation and development of a replacement
monitoring well at the Site. Michael Wilson (NC LIC#3351A) with South Atlantic Environmental
Drilling and Construction Company, Inc. (SAEDACCO) of Fort Mill, South Carolina installed MW-7R
to a total depth of 36 feet below ground surface (ft.-bgs) with a screened interval of 26 to 36 ft.-bgs
(Attachment 1). The well was completed to NCDEQ monitoring well standards including a 2’x2’
protective well pad and stainless steel stick up casing and proper well ID. MW-7R was a
replacement for monitoring well MW-7 which had intermittently insufficient water column for
sampling likely due to the installation of a retaining wall in close proximity to the well location. The
monitoring well was re-located approximately 125 feet to the southeast of its initial location.
Attachment 2 depicts the North Carolina Department of Environmental Quality (NCDEQ) Well
Construction Form for MW-7R installation activities. Attachment 3 includes the new survey
location as well as Top of Casing (TOC) and ground surface elevations. MW-7 will temporarily
remain onsite for groundwater gauging only until construction activities are complete and safe
access to the existing location is merited.
Monitoring Well Abandonment
On April 18 through April 20, 2017, Michael Wilson with SAEDACCO abandoned five (5)
piezometers including PZM-3, PZM-4, PZM-6, PZM-8, and PZM-19. Previously discussed closure
requirements (i.e. over-drilling) with the NCDEQ, Division of Waste Management (DWW) – Solid
Waste Section were utilized. That abandonment work is detailed in the Attachment 4 table.
Additionally, Attachment 5 depicts the NCDEQ Abandonment Record for those aforementioned
piezometers. Attachment 6 also includes a photographic log for all installation and abandonment
related activities at the Site.
HDR appreciates this opportunity and if there are any questions regarding this summary, please do
not hesitate to contact us.
Sincerely,
HDR Engineering, Inc. of the Carolinas
Sean Quarry Coleman S. Marchin
Environmental Scientist Environmental Geologist
Attachments:
Attachment 1 – MW-7R Boring Log
Attachment 2 – NCDEQ Well Construction Form
Attachment 3 – MW-7R Survey
Attachment 4 - Abandonment Table
Attachment 5 – NCDEQ Abandonment Record
Attachment 6 – Photographic Log
cc: Jeremey Kerly, Charah, LLC
Kyle Hoover, Charah LLC
Norman Divers, Charah, LLC
Michael Plummer, HDR, Inc.
12'-18': Drilling rate slows
18': Auger chatter, drilling rate nearly zero
19'-26': Slow drilling
SANDY CLAY Tan brown/light brown,
cohesive, plastic, very fine to coarse grained,dry (RESIDUUM)
SILTY CLAY WITH GRAVEL Purplish/brown,non-cohesive, non-plastic, dry (RESIDUUM)
NOTES
GROUND ELEVATION
LOGGED BY C. Marchin CHECKED BY S. Quarry
DATE STARTED 4/19/17 COMPLETED 4/20/17
EASTING 1992702.9750NORTHING 672221.9563
GROUND WATER LEVELS:DRILLING METHOD Hollow Stem Auger
DRILLING CONTRACTOR SAEDACCO, Inc.
HOLE SIZE(S)8" inches
DATE/TIME 4/20/17 34.5'
DATE/TIME 4/21/17 28.3'
SA
M
P
L
E
T
Y
P
E
/
NO
.
/
C
O
R
E
R
U
N
RO
C
K
RE
C
O
V
E
R
Y
%
DE
P
T
H
(f
t
)
0
5
10
15
20
25
SO
I
L
RE
C
O
V
E
R
Y
(
i
n
)
RO
C
K
R
Q
D
%
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
REMARKSDESCRIPTION
MO
N
I
T
O
R
I
N
G
WE
L
L
PAGE 1 OF 2
BORING NUMBER MW-7R
CLIENT Charah, LLC
PROJECT NUMBER
10021146
PROJECT NAME Brickhaven Mine Tract No. 2
PROJECT LOCATION Moncure, NC
NO
R
T
H
C
A
R
O
L
I
N
A
B
O
R
I
N
G
L
O
G
-
G
I
N
T
S
T
D
U
S
L
A
B
.
G
D
T
-
5
/
2
/
1
7
1
3
:
1
2
-
C
:
\
U
S
E
R
S
\
P
U
B
L
I
C
\
D
O
C
U
M
E
N
T
S
\
B
E
N
T
L
E
Y
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
B
R
I
C
K
H
A
V
E
N
N
O
2
.
G
P
J
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
Phone: 704-338-6700
hdrinc.com/follow-us
WA
T
E
R
L
E
V
E
L
25'-30': Auger chatter throughout run, slow
advancement
34'-36': Softer drilling, PWR fragments in
cutting, return to hard drilling at 36'
Monitoring well set at 36' below groundsurface, screened from 26'-36'
SILTY CLAY WITH GRAVEL Purplish/brown,
non-cohesive, non-plastic, dry (RESIDUUM)(continued)
PARTIALLY WEATHERED ROCK -SILTSTONE Orange/brown, gravely to coarse
grained, damp, non-cohesive
Bottom of borehole at 36.0 feet.
SA
M
P
L
E
T
Y
P
E
/
NO
.
/
C
O
R
E
R
U
N
RO
C
K
RE
C
O
V
E
R
Y
%
DE
P
T
H
(f
t
)
25
30
35
SO
I
L
RE
C
O
V
E
R
Y
(
i
n
)
RO
C
K
R
Q
D
%
BL
O
W
CO
U
N
T
S
(N
V
A
L
U
E
)
REMARKSDESCRIPTION
MO
N
I
T
O
R
I
N
G
WE
L
L
PAGE 2 OF 2
BORING NUMBER MW-7R
CLIENT Charah, LLC
PROJECT NUMBER 10021146
PROJECT NAME Brickhaven Mine Tract No. 2
PROJECT LOCATION Moncure, NC
NO
R
T
H
C
A
R
O
L
I
N
A
B
O
R
I
N
G
L
O
G
-
G
I
N
T
S
T
D
U
S
L
A
B
.
G
D
T
-
5
/
2
/
1
7
1
3
:
1
2
-
C
:
\
U
S
E
R
S
\
P
U
B
L
I
C
\
D
O
C
U
M
E
N
T
S
\
B
E
N
T
L
E
Y
\
G
I
N
T
\
P
R
O
J
E
C
T
S
\
B
R
I
C
K
H
A
V
E
N
N
O
2
.
G
P
J
440 S. Church Street, Suite 900
Charlotte, NC 28202-2075
Phone: 704-338-6700
hdrinc.com/follow-us
Michael Wilson
3351 A
SAEDACCO Inc
X
4/20/2017 MW- 7 R
charah
1149 Moncure Flatwood Road Moncure, NC 27559 Chath,
moncure, NC , 27559
chatham
X
X
1
36'
8"
hollow stem Auger
26' 0 2" sch 40 pvc
26' 36' 2" 10 sch 40 PVC
22' 0 Portland trimmie
36' 24' sand #2
0 36' tan brown clay
4/20/2017
3628
At
t
a
c
h
m
e
n
t
4
-
Ab
a
n
d
o
n
m
e
n
t
D
e
t
a
i
l
s
T
a
b
l
e
Br
i
c
k
h
a
v
e
n
N
o
.
2
M
i
n
e
T
r
a
c
t
"
A
"
S
i
t
e
NC
D
E
Q
L
a
n
d
f
i
l
l
P
e
r
m
i
t
1
9
1
0
-
S
T
R
U
C
T
-
2
0
1
5
Ch
a
t
h
a
m
C
o
u
n
t
y
,
N
o
r
t
h
C
a
r
o
l
i
n
a
We
l
l
I
D
N
o
r
t
h
i
n
g
E
a
s
t
i
n
g
Gr
o
u
n
d
Su
r
f
a
c
e
El
e
v
a
t
i
o
n
(
f
t
)
Pi
e
z
o
m
e
t
e
r
De
p
t
h
(
f
t
-
b
g
s
)
Ov
e
r
d
r
i
l
l
De
p
t
h
(
f
t
-
b
g
s
)
Gr
o
u
t
(
g
a
l
)
Da
t
e
(
s
)
Ov
e
r
d
r
i
l
l
e
d
Auger SizeHole Diamter (approx. OD)Comments
PZ
M
-
3
67
3
4
6
6
.
5
9
19
9
4
8
8
6
.
4
6
22
9
.
2
9
37
.
9
5
38
10
0
4/
1
8
/
2
0
1
7
4.25"8"N/a
PZ
M
-
4
67
3
9
8
1
.
5
3
19
9
4
6
2
6
.
8
22
9
.
8
5
38
.
5
40
10
0
4/
1
8
/
2
0
1
7
4.25"8"N/a
PZ
M
-
6
67
4
6
4
0
.
8
7
19
9
4
4
3
2
.
8
3
23
9
.
9
2
33
.
0
33
10
0
4/
1
8
/
2
0
1
7
4.25"8"N/a
PZ
M
-
8
67
5
2
0
3
.
8
8
19
9
4
2
4
3
.
3
24
3
.
9
8
28
.
0
28
95
4/
1
9
/
2
0
1
7
4.25"8"N/a
PZ
M
-
1
9
67
2
4
3
3
.
0
5
19
9
4
2
5
5
.
1
9
24
0
.
5
6
24
26
95
4/
2
0
/
2
0
1
7
4.25"8"N/a
No
t
e
s
:
1.
f
t
-
b
g
s
:
f
e
e
t
b
e
l
o
w
g
r
o
u
n
d
s
u
r
f
a
c
e
2.
OD
:
o
u
t
e
r
d
i
a
m
e
t
e
r
o
f
h
o
l
l
o
w
-
s
t
e
m
a
u
g
e
r
Michael Wilson
3351 A
SAEDACCO Inc
, ,
X
4/18/2017
brickhaven site
1149 Moncure Flatwood Road Moncure, NC 27559 Chath
chatham
pzm- 3
38'
2"
18'
10'
1
X
Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal.
Over drilled well then pulled pipe then trimmied grout into
hole from bottom to top.
4/18/2017
Michael Wilson
3351 A
SAEDACCO Inc
, ,
X
4/19/2017
brickhaven site
1149 Moncure Flatwood Road Moncure, NC 27559 Chath
chatham
pzm- 8
28'
2"
18'
10'
1
X
Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal.
Over drilled well then pulled pipe then trimmied grout into
hole from bottom to top.
4/19/2017
Michael Wilson
3351 A
SAEDACCO Inc
, ,
X
4/18/2017
brickhaven site
1149 Moncure Flatwood Road Moncure, NC 27559 Chath
chatham
pzm- 4
40'
2"
30'
10'
1
X
Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal.
Over drilled well then pulled pipe then trimmied grout into
hole from bottom to top.
4/18/2017
Michael Wilson
3351 A
SAEDACCO Inc
, ,
X
4/18/2017
brickhaven site
1149 Moncure Flatwood Road Moncure, NC 27559 Chath
chatham
pzm- 6
33'
2"
23'
10'
1
X
Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal.
Over drilled well then pulled pipe then trimmied grout into
hole from bottom to top.
4/18/2017
Michael Wilson
3351 A
SAEDACCO Inc
, ,
X
4/19/2017
brickhaven site
1149 Moncure Flatwood Road Moncure, NC 27559 Chath
chatham
pzm- 19
26'
2"
16'
10'
1
X
Neat Cem.:376 lb lb ,Wtr:56gal.Sand Cem.:lb ,Wtr:gal.
Over drilled well then pulled pipe then trimmied grout into
hole from bottom to top.
4/19/2017
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 1. PZM-3: Prior to well abandonment Date: 4/18/17
Photograph 2. PZM-3: Prior to well abandonment with the well cover removed Date: 4/18/17
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 3. PZM-3: Overdrill in progress Date: 4/18/17
Photograph 4. PZM-3: Backfilled with grout Date: 4/18/17
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 5. PZM-4: Prior to abandonment activities Date: 4/18/17
Photograph 6. PZM-4: Backfilled with grout (partially) Date: 4/18/17
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 7. PZM-6: Prior to abandonment activities Date: 4/18/17
Photograph 8. PZM-8: Prior to abandonment activities Date: 4/18/17
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 9. PZM-3: Post-abandonment Date: 4/19/17
Photograph 10. PZM-6: Post-abandonment Date: 4/20/17
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 11. PZM-19: Prior to abandonment Date: 4/19/17
Photograph 12. PZM-4: Post-abandonment Date: 4/20/17
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 13. PZM-8: Post-abandonment Date: 4/20/17
Photograph 14. MW-7R: Installation of MW-7R Date: 4/19/17
Charah, Inc. | Brickhaven Mine Tract No. 2
Attachment 6: Photographs
Photograph 15. MW-7R: MW-7R after completion Date: 4/20/17
Photograph 16. MW-7R: Completion details on well tag Date: 4/20/17