3404_CityOfKernersville_GWMReport_DIN26394_20151119

[
i
R
U
S
E
O
N
L
Y
E
]
j
D
P
a
p
e
r
R
e
p
o
r
t
F
i
E
l
e
c
t
r
o
n
i
c
D
a
t
a
-
E
m
a
i
l
C
D
(
d
a
t
a
l
o
a
d
e
d
:
Y
e
s
/
N
o
)
D
o
c
/
E
v
e
n
t
#
:
N
C
D
E
N
R
E
n
v
i
r
o
n
m
e
n
t
a
l
M
o
n
i
t
o
r
i
n
g
D
i
v
i
s
i
o
n
o
f
W
a
s
t
e
M
a
n
a
g
e
m
e
n
t
-
S
o
l
i
d
W
a
s
t
e
R
e
p
o
r
t
i
n
g
F
o
r
m
N
o
t
i
c
e
:
T
h
i
s
f
o
r
m
a
n
d
a
n
y
i
n
f
o
r
m
a
t
i
o
n
a
t
t
a
c
h
e
d
t
o
i
t
a
r
e
‘
P
u
b
l
i
c
R
e
c
o
r
d
s
’
a
s
d
e
f
i
n
e
d
i
n
N
C
G
e
n
e
r
a
l
S
t
a
t
u
t
e
1
3
2
-
1
.
A
s
s
u
c
h
,
t
h
e
s
e
d
o
c
u
m
e
n
t
s
a
r
e
a
v
a
i
l
a
b
l
e
f
o
r
i
n
s
p
e
c
t
i
o
n
a
n
d
e
x
a
m
i
n
a
t
i
o
n
b
y
a
n
y
p
e
r
s
o
n
u
p
o
n
r
e
q
u
e
s
t
(
N
C
G
e
n
e
r
a
l
S
t
a
t
u
t
e
1
3
2
-
6
)
.
I
n
s
t
r
u
c
t
i
o
n
s
:
•
P
r
e
p
a
r
e
o
n
e
f
o
r
m
f
o
r
e
a
c
h
i
n
d
i
v
i
d
u
a
l
l
y
m
o
n
i
t
o
r
e
d
u
n
i
t
.
•
P
l
e
a
s
e
t
y
p
e
o
r
p
r
i
n
t
l
e
g
i
b
l
y
.
A
t
t
a
c
h
a
n
o
t
i
f
i
c
a
t
i
o
n
t
a
b
l
e
w
i
t
h
v
a
l
u
e
s
t
h
a
t
a
t
t
a
i
n
o
r
e
x
c
e
e
d
N
C
2
L
g
r
o
u
n
d
w
a
t
e
r
s
t
a
n
d
a
r
d
s
o
r
N
C
2
B
s
u
r
f
a
c
e
w
a
t
e
r
s
t
a
n
d
a
r
d
s
.
T
h
e
n
o
t
i
f
i
c
a
t
i
o
n
m
u
s
t
i
n
c
l
u
d
e
a
p
r
e
l
i
m
i
n
a
r
y
a
n
a
l
y
s
i
s
o
f
t
h
e
c
a
u
s
e
a
n
d
s
i
g
n
i
f
i
c
a
n
c
e
o
f
e
a
c
h
v
a
l
u
e
.
(
e
.
g
.
n
a
t
u
r
a
l
l
y
o
c
c
u
r
r
i
n
g
,
o
f
f
-
s
i
t
e
s
o
u
r
c
e
.
p
r
e
-
e
x
i
s
t
i
n
g
c
o
n
d
i
t
i
o
n
,
e
t
c
.
)
.
•
A
t
t
a
c
h
a
n
o
t
i
f
i
c
a
t
i
o
n
t
a
b
l
e
o
f
a
n
y
g
r
o
u
n
d
w
a
t
e
r
o
r
s
u
r
f
a
c
e
w
a
t
e
r
v
a
l
u
e
s
t
h
a
t
e
q
u
a
l
o
r
e
x
c
e
e
d
t
h
e
r
e
p
o
r
t
i
n
g
l
i
m
i
t
s
.
•
A
t
t
a
c
h
a
n
o
t
i
f
i
c
a
t
i
o
n
t
a
b
l
e
o
f
a
n
y
m
e
t
h
a
n
e
g
a
s
v
a
l
u
e
s
t
h
a
t
a
t
t
a
i
n
o
r
e
x
c
e
e
d
e
x
p
l
o
s
i
v
e
g
a
s
l
e
v
e
l
s
.
T
h
i
s
i
n
c
l
u
d
e
s
a
n
y
s
t
r
u
c
t
u
r
e
s
o
n
o
r
n
e
a
r
b
y
t
h
e
f
a
c
i
l
i
t
y
(
N
C
A
C
1
3
B
.
1
6
2
9
(
4
)
(
a
)
(
i
)
.
•
S
e
n
d
t
h
e
o
r
i
g
i
n
a
l
s
i
g
n
e
d
a
n
d
s
e
a
l
e
d
f
o
r
m
,
a
n
y
t
a
b
l
e
s
,
a
n
d
E
l
e
c
t
r
o
n
i
c
D
a
t
a
D
e
l
i
v
e
r
a
b
l
e
t
o
:
C
o
m
p
l
i
a
n
c
e
U
n
i
t
,
N
C
D
E
N
R
-
D
W
M
,
S
o
l
i
d
W
a
s
t
e
S
e
c
t
i
o
n
,
1
6
4
6
M
a
i
l
S
e
r
v
i
c
e
C
e
n
t
e
r
,
R
a
l
e
i
g
h
,
N
C
2
7
6
9
9
-
1
6
4
6
.
S
o
l
i
d
W
a
s
t
e
M
o
n
i
t
o
r
i
n
g
D
a
t
a
S
u
b
m
i
t
t
a
l
I
n
f
o
r
m
a
t
i
o
n
N
a
m
e
o
f
e
n
t
i
t
y
s
u
b
m
i
t
t
i
n
g
d
a
t
a
(
l
a
b
o
r
a
t
o
r
y
,
c
o
n
s
u
l
t
a
n
t
,
f
a
c
i
l
i
t
y
o
w
n
e
r
)
:
J
o
y
c
e
E
n
g
i
n
e
e
r
i
n
g
C
o
n
t
a
c
t
f
o
r
q
u
e
s
t
i
o
n
s
a
b
o
u
t
d
a
t
a
f
o
r
m
a
t
t
i
n
g
.
I
n
c
l
u
d
e
d
a
t
a
p
r
e
p
a
r
e
r
’
s
n
a
m
e
,
t
e
l
e
p
h
o
n
e
n
u
m
b
e
r
a
n
d
E
-
m
a
i
l
a
d
d
r
e
s
s
:
N
a
m
e
:
H
a
n
n
u
K
e
m
p
p
i
n
e
n
P
G
.
P
h
o
n
e
:
(
3
3
6
)
-
3
2
3
-
0
0
9
2
E
-
m
a
i
l
:
h
k
e
m
p
p
i
n
@
j
o
y
c
e
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
N
C
L
a
n
d
f
i
l
l
R
u
l
e
:
A
c
t
u
a
l
s
a
m
p
l
i
n
g
d
a
t
e
s
(
e
.
g
.
,
F
a
c
i
l
i
t
y
n
a
m
e
:
F
a
c
i
l
i
t
y
A
d
d
r
e
s
s
:
F
a
c
i
l
i
t
y
P
e
r
m
i
t
#
(
.
0
5
0
0
o
r
.
1
6
0
0
)
O
c
t
o
b
e
r
2
0
-
2
4
,
2
0
0
6
)
.
F
r
e
e
m
a
n
R
o
a
d
T
o
w
n
o
f
K
e
r
n
e
r
s
v
i
l
l
e
L
a
n
d
f
i
l
l
.
3
4
-
0
4
.
0
5
0
0
N
o
v
e
m
b
e
r
1
9
,
2
0
1
5
K
e
r
n
e
r
s
v
i
l
l
e
,
N
C
2
7
2
8
4
E
n
v
i
r
o
n
m
e
n
t
a
l
S
t
a
t
u
s
:
(
C
h
e
c
k
a
l
l
t
h
a
t
a
p
p
l
y
)
I
n
i
t
i
a
l
/
B
a
c
k
g
r
o
u
n
d
M
o
n
i
t
o
r
i
n
g
j
D
e
t
e
c
t
i
o
n
M
o
n
i
t
o
r
i
n
g
j
A
s
s
e
s
s
m
e
n
t
M
o
n
i
t
o
r
i
n
g
j
C
o
r
r
e
c
t
i
v
e
A
c
t
i
o
n
T
e
o
f
d
a
t
a
s
u
b
m
i
t
t
e
d
:
(
C
h
e
c
k
a
l
l
t
h
a
t
a
p
p
l
y
)
G
r
o
u
n
d
w
a
t
e
r
m
o
n
i
t
o
r
i
n
g
d
a
t
a
f
r
o
m
m
o
n
i
t
o
r
i
n
g
w
e
l
l
s
j
M
e
t
h
a
n
e
g
a
s
m
o
n
i
t
o
r
i
n
g
d
a
t
a
G
r
o
u
n
d
w
a
t
e
r
m
o
n
i
t
o
r
i
n
g
d
a
t
a
f
r
o
m
p
r
i
v
a
t
e
w
a
t
e
r
s
u
p
p
l
y
w
e
l
l
s
C
o
r
r
e
c
t
i
v
e
a
c
t
i
o
n
d
a
t
a
(
s
p
e
c
i
f
y
)
M
N
A
L
e
a
c
h
a
t
e
m
o
n
i
t
o
r
i
n
g
d
a
t
a
X
S
u
r
f
a
c
e
w
a
t
e
r
m
o
n
i
t
o
r
i
n
g
d
a
t
a
E
l
O
t
h
e
r
(
s
p
e
c
i
f
y
)
N
o
t
i
f
i
c
a
t
i
o
n
a
t
t
a
c
h
e
d
?
N
o
.
N
o
g
r
o
u
n
d
w
a
t
e
r
o
r
s
u
r
f
a
c
e
w
a
t
e
r
s
t
a
n
d
a
r
d
s
w
e
r
e
e
x
c
e
e
d
e
d
.
X
Y
e
s
,
a
n
o
t
i
f
i
c
a
t
i
o
n
o
f
v
a
l
u
e
s
e
x
c
e
e
d
i
n
g
a
g
r
o
u
n
d
w
a
t
e
r
o
r
s
u
r
f
a
c
e
w
a
t
e
r
s
t
a
n
d
a
r
d
i
s
a
t
t
a
c
h
e
d
.
I
t
i
n
c
l
u
d
e
s
a
l
i
s
t
o
f
g
r
o
u
n
d
w
a
t
e
r
a
n
d
s
u
r
f
a
c
e
w
a
t
e
r
m
o
n
i
t
o
r
i
n
g
p
o
i
n
t
s
,
d
a
t
e
s
,
a
n
a
l
y
t
i
c
a
l
v
a
l
u
e
s
,
N
C
2
L
g
r
o
u
n
d
w
a
t
e
r
s
t
a
n
d
a
r
d
,
N
C
2
B
s
u
r
f
a
c
e
w
a
t
e
r
s
t
a
n
d
a
r
d
o
r
N
C
S
o
l
i
d
W
a
s
t
e
G
W
P
S
a
n
d
p
r
e
l
i
m
i
n
a
r
y
a
n
a
l
y
s
i
s
o
f
t
h
e
c
a
u
s
e
a
n
d
s
i
g
n
i
f
i
c
a
n
c
e
o
f
a
n
y
c
o
n
c
e
n
t
r
a
t
i
o
n
.
E
l
Y
e
s
,
a
n
o
t
i
f
i
c
a
t
i
o
n
o
f
v
a
l
u
e
s
e
x
c
e
e
d
i
n
g
a
n
e
x
p
l
o
s
i
v
e
m
e
t
h
a
n
e
g
a
s
l
i
m
i
t
i
s
a
t
t
a
c
h
e
d
.
I
t
i
n
c
l
u
d
e
s
t
h
e
m
e
t
h
a
n
e
m
o
n
i
t
o
r
i
n
g
p
o
i
n
t
s
,
d
a
t
e
s
,
s
a
m
p
l
e
v
a
l
u
e
s
a
n
d
e
x
p
l
o
s
i
v
e
m
e
t
h
a
n
e
g
a
s
l
i
m
i
t
s
.
C
e
r
t
i
f
i
c
a
t
i
o
n
T
o
t
h
e
b
e
s
t
o
f
m
y
k
n
o
w
l
e
d
g
e
,
t
h
e
i
n
f
o
r
m
a
t
i
o
n
r
e
p
o
r
t
e
d
a
n
d
s
t
a
t
e
m
e
n
t
s
m
a
d
e
o
n
t
h
i
s
d
a
t
a
s
u
b
m
i
t
t
a
l
a
n
d
a
t
t
a
c
h
m
e
n
t
s
a
r
e
t
r
u
e
a
n
d
c
o
r
r
e
c
t
.
F
u
r
t
h
e
r
m
o
r
e
,
I
h
a
v
e
a
t
t
a
c
h
e
d
c
o
m
p
l
e
t
e
n
o
t
i
f
i
c
a
t
i
o
n
o
f
a
n
y
s
a
m
p
l
i
n
g
v
a
l
u
e
s
m
e
e
t
i
n
g
o
r
e
x
c
e
e
d
i
n
g
g
r
o
u
n
d
w
a
t
e
r
s
t
a
n
d
a
r
d
s
o
r
e
x
p
l
o
s
i
v
e
g
a
s
l
e
v
e
l
s
,
a
n
d
a
p
r
e
l
i
m
i
n
a
r
y
a
n
a
l
y
s
i
s
o
f
t
h
e
c
a
u
s
e
a
n
d
s
i
g
n
i
f
i
c
a
n
c
e
o
f
c
o
n
c
e
n
t
r
a
t
i
o
n
s
e
x
c
e
e
d
i
n
g
g
r
o
u
n
d
w
a
t
e
r
s
t
a
n
d
a
r
d
s
.
I
a
m
a
w
a
r
e
t
h
a
t
t
h
e
r
e
a
r
e
s
i
g
n
i
f
i
c
a
n
t
p
e
n
a
l
t
i
e
s
f
o
r
m
a
k
i
n
g
a
n
y
f
a
l
s
e
s
t
a
t
e
m
e
n
t
,
r
e
p
r
e
s
e
n
t
a
t
i
o
n
,
o
r
c
e
r
t
i
f
i
c
a
t
i
o
n
i
n
c
l
u
d
i
n
g
t
h
e
p
o
s
s
i
b
i
l
i
t
y
o
f
a
f
i
n
e
a
n
d
i
m
p
r
i
s
o
n
m
e
n
t
.
S
e
n
i
o
r
P
r
o
j
e
c
t
C
o
n
s
u
l
t
a
n
t
S
i
g
n
a
t
u
r
e
D
a
t
e
2
2
1
1
W
.
M
e
a
d
o
w
v
i
e
w
R
d
.
S
t
e
.
1
0
1
,
G
r
e
e
n
s
b
o
r
o
,
N
C
2
7
4
0
7
F
a
c
i
l
i
t
y
R
e
p
r
e
s
e
n
t
a
t
i
v
e
A
d
d
r
e
s
s
C
-
0
7
8
2
H
a
n
n
u
K
e
m
p
p
i
n
e
n
P
.
G
.
F
a
c
i
l
i
t
y
R
e
p
r
e
s
e
n
t
a
t
i
v
e
N
a
m
e
(
P
r
i
n
t
)
T
i
t
l
e
(
3
3
6
)
-
3
2
3
-
0
0
9
2
(
A
r
e
a
C
o
d
e
)
T
e
l
e
p
h
o
n
e
N
u
m
b
e
r
/
2
.
2
o
i
A
f
f
i
x
N
C
L
i
c
e
n
s
e
d
/
N
C
P
E
F
i
r
m
L
i
c
e
n
s
e
N
u
m
b
e
r
(
i
f
a
p
p
l
i
c
a
b
l
e
e
f
f
e
c
t
i
v
e
M
a
y
1
,
2
0
0
9
)
R
e
v
i
s
e
d
6
/
2
0
0
9
2211 W. Meadowview Rd., #101
Greensboro, NC 27409
tel: [phone]
fax: [phone]
www.JoyceEngineering.com

February 12, 2016

Ms. Jaclynne Drummond
Compliance Hydrogeologist
NC Department of Environment and Natural Resources
Division of Waste Management – Solid Waste Section
2090 US Highway 70
Swannanoa, Nc 28778

RE: Second Semiannual Water Quality Monitoring Report of 2015
Town of Kernersville Landfill, Permit No. 34-04
Forsyth County, North Carolina
JOYCE Project No. 00838.1601.12 Task No. 02

Dear Ms. Drummond:

On behalf of the Town of Kernersville, Joyce Engineering is submitting the First
Semiannual Water Quality Monitoring Report of 2015 for the closed Town of Kernersville Landfill,
Permit No. 34-04. The attached report contains electronic versions of the complete report and all
appendices for the November 2015 sampling event. Also attached is the North Carolina
Environmental Monitoring Reporting Form for the November 2015 monitoring event.

If you wish to have a hard copy of the report, drawings, or appendices, we will be happy to
provide it upon your request. Please feel free to contact me or Alex Everhart at [phone] if
you have any questions regarding this report.

Sincerely,
JOYCE ENGINEERING

Hannu Kemppinen P.G.
Senior Project Consultant

Attachment

C: Thad Buck – Town of Kernersville, Solid Waste Superintendent

PREPARED FOR:
TOWN OF KERNERSVILLE
PUBLIC WORKS DEPARTMENT
P.O. BOX 728
KERNERSVILLE, NORTH CAROLINA 27285-0728

TOWN OF KERNERSVILLE LANDFILL
PERMIT NO. 34-04

SECOND SEMIANNUAL WATER QUALITY MONITORING
REPORT OF 2015

JANUARY 2016

PREPARED BY:

2211 WEST MEADOWVIEW ROAD, SUITE 101
GREENSBORO, NORTH CAROLINA 27407
NC LICENSE NUMBER C-0782
PHONE: [phone]
FAX: [phone]
JOYCE PROJECT NO. 838.1601.12
______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

i

Second Semiannual Water Quality Monitoring Report of 2015
Town of Kernersville Landfill
Forsyth County, North Carolina

TABLE OF CONTENTS

1.0 INTRODUCTION............................................................................................................. 1
1.1 Site Information .................................................................................................................. 1
1.2 Site Geology and Hydrogeology ......................................................................................... 1
1.3 Regulatory Status ................................................................................................................ 1
2.0 FACILITY MONITORING PROGRAM ...................................................................... 2
2.1 Groundwater Monitoring Program ..................................................................................... 2
2.2 Surface Water Monitoring Program .................................................................................... 3
3.0 SECOND SEMIANNUAL SAMPLING EVENT OF 2015 ........................................... 3
3.1 Field Work and Visual Inspection ...................................................................................... 3
3.2 Laboratory Analysis and Quality Control ........................................................................... 4
4.0 DATA ANALYSIS ............................................................................................................ 5
4.1 Groundwater Data Analysis and Comparisons to Standards .............................................. 5
4.2 Surface Water Data Analysis and Comparisons to Standards ............................................ 5
5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA)................ 6
5.1 MNA Parameters and Biodegradation Screening Matrix ................................................... 6
6.0 CONCLUSION ................................................................................................................. 7
7.0 REFERENCES .................................................................................................................. 7

Tables

Table 1A Summary of Historical Groundwater Elevations
Table 1B Monitoring Well and Boring Completion Summary
Table 2 Summary of Estimated Hydraulic Gradient and Linear Velocity
Table 3 Summary of Historical Groundwater Constituents
Table 4 Summary of Historical Surface Water Constituents
Table 5 Summary of MNA Constituents
Table 6 MNA Screening Matrix

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

ii

Second Semiannual Water Quality Monitoring Report of 2015
Town of Kernersville Landfill
Forsyth County, North Carolina

TABLE OF CONTENTS
(Continued)

Figure

Figure 1 Site Location Map

Drawing

Drawing 1 Potentiometric Surface Contour Map

Appendices

Appendix I Laboratory Analytical Reports and Field Data Logs
Appendix II Summary of Detected Constituents
Appendix III Summary of Exceedances
Appendix IV Summary of Field Parameters

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

1

1.0 INTRODUCTION
1.1 Site Information

The Town of Kernersville Landfill is a closed, unlined municipal solid waste (MSW) landfill
located on approximately 58.2 acres in Forsyth and Guilford Counties, NC, approximately 10
miles north of the City of Kernersville. The waste disposal area comprises approximately 13.8
acres. The property boundary is indicated on an excerpt from the 7.5 minutes USGS topographic
map for Belews Creek, North Carolina (Figure 1). The facility was issued a Permit to Operate
on May 15, 1985 and a letter of closure was issued on December 10, 1991.

The area surrounding the landfill is zoned residential/agricultural and contains open fields and
woodlands. The landfill is separated to the North from the Waste Management Piedmont
Landfill and Recycling Center Facility by Freeman Road. The landfill is bounded to the south by
an unnamed tributary of Belews Creek.

1.2 Site Geology and Hydrogeology

The Town of Kernersville Landfill is located in the Piedmont physiographic providence of North
Carolina and is underlain by intrusive granitic rocks of Pennsylvanian to Permian age which are
part of the Charlotte Belt Geologic Unit. The uppermost aquifer is unconfined and includes both
saprolite and uppermost fractured bedrock, which are well connected. The groundwater level
measurements taken on November 19, 2015, were used to construct the groundwater surface
contours shown in Drawing 1. Historical static water levels are provided in Table 1A. Well
construction parameters can be found in Table 1B. Groundwater flow at the site is generally to
the southwest.

Using the hydraulic gradients along the flow paths shown on Drawing 1, the linear flow velocity
(V) was estimated using the modified Darcy equation: V=Ki/n. The hydraulic gradient (i) is 0.03
ft/ft. An effective porosity value (n) of 30 percent was estimated and a hydraulic conductivity
(K) 1.73 ft/day was estimated from slug tests completed by JOYCE in November 2013 at the
Town of Kernersville Landfill. The calculated groundwater flow rate averages approximately
63.26 ft/year. A summary of the hydraulic gradients and linear flow velocities is provided in
Table 2.

1.3 Regulatory Status

The Town of Kernersville Landfill is currently monitoring groundwater in accordance with
criteria set forth in Title 15A Subchapter 13B .0500 of the North Carolina Solid Waste
Management Rules (NCSWMR) for municipal solid waste landfills (MSWLF) closed prior to
October 9, 1993.

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

2

Based on the presence of constituents above 2L standards that could potentially be crossing the
facility boundary, NCDENR requested that Kernersville submit a Groundwater Assessment Plan
to evaluate site conditions as they relate to groundwater quality. The Groundwater Assessment
Report was submitted to NCDENR on May 13, 2013. The Groundwater Assessment Report
concluded that, based on site hydrogeology, it is very unlikely that the site impacts above 2L
standards are crossing the boundary.

In a July 16, 2013, response to the Groundwater Assessment Report, NCDENR determined that
despite the conclusion of the Assessment Report, the detection of VOCs at concentrations that
exceed 2L standards beyond the compliance boundary of the site constitutes a violation of Solid
Waste Section regulations. As required by NCDENR JOYCE submitted a Corrective Action Plan
(CAP) on behalf of the Town of Kernersville Landfill in July 2014. NCDENR approved the
Corrective Action Plan in a letter dated November 4, 2014.

2.0 FACILITY MONITORING PROGRAM
2.1 Groundwater Monitoring Program

The current groundwater compliance monitoring network includes six monitoring wells,
including one upgradient well and five downgradient wells. These wells are summarized below,
along with their current monitoring program status.

Monitoring Well Classification Monitoring Program Total Depth from
TOC (ft)
MW-1 Former Background Water Levels Only 34.69
MW-2 Compliance/MNA Detection (.0500)/CAP 13.18
MW-3S Compliance/MNA Detection (.0500)/CAP 24.00
MW-3D Compliance/MNA Detection (.0500)/CAP 56.96
MW-4 Compliance/MNA Detection (.0500)/CAP 14.40
MW-5 Compliance Detection (.0500) 11.36
MW-6 Background/MNA Detection (.0500)/CAP 20.46
*TOC = Top of casing.
Corrective Action Plan (CAP): Monitored Natural Attenuation (MNA) and Phytoremediation

The locations of the monitoring wells are shown on Drawing 1. Existing monitoring well MW-6
serves as the background well for the facility. Monitoring well MW-6 replaced MW-1 as the
facility’s background well due to infrequent opportunities to sample the well as a result of low
well volumes or the well-being dry. Downgradient monitoring wells MW-2, -3S, -3D, -4, and -5
are monitored as part of the compliance network for the facility. MW-1 is monitored for water
levels only, as conditions permit. As a condition of the CAP monitoring wells MW-2, -3S, -3D,
-4 and -6 are now monitored for the MNA constituents; nitrate, sulfate, chloride, sulfide,
alkalinity, total organic carbon, methane, ethane, ethene, volatile fatty acids, dissolved hydrogen,
biological oxygen demand, chemical oxygen demand.

______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

3

Groundwater samples are collected semiannually during the second and fourth quarters. Samples
are analyzed for all constituents listed in the NCSWMR Appendix I and MNA parameters during
both the first and second semiannual events.

2.2 Surface Water Monitoring Program

Surface water at the Town of Kernersville Landfill is monitored semiannually in conjunction
with the groundwater sampling events. Samples are collected from three surface water
monitoring points (SW-1, SW-2, and SW-3). The locations of the surface water monitoring
points are shown on Drawing No. 1.

Surface water samples are collected and analyzed for the NCSWMR Appendix I list of
constituents during both semiannual monitoring events. The results are compared to the 15A
NCAC 2B (NC 2B) Surface Water Standards in a value-to-value comparison. These surface
water monitoring points are summarized below, along with their current monitoring program
status.

Surface Point Classification Monitoring Program
SW-1 Up Stream/Compliance Surface Water
SW-2 Compliance Surface Water
SW-3 Compliance Surface Water

3.0 SECOND SEMIANNUAL SAMPLING EVENT OF 2015

3.1 Field Work and Visual Inspection

In order to detect potential releases of leachate and/or landfill gas migration in a timely manner,
a visual inspection program has been implemented at the Town of Kernersville Landfill. This
inspection program involves field personnel making the following observations:

 Observation of stress induced on the biological community (i.e., dead or dying vegetation),
 Indications of leachate impact (i.e., seeps, impacted surface water),
 Observations of erosion; and
 Negative changes around the waste facility.

On November 19, 2015, Joyce Engineering (JOYCE) personnel visited the facility to purge and
sample the facility’s monitoring wells MW-2, MW-3S, MW-3D, MW-4 and MW-5. Well MW-6
was dry and was not sampled. Prior to purging, the depth to static water level was measured for
all monitoring wells with an electronic water level indicator, accurate to 0.01 foot. MW-1 was
measured for a static water level only.

Monitoring wells were purged and sampled using either disposable bailers or a peristaltic pump.
Measurements of temperature, pH, specific conductivity, dissolved oxygen, oxidation reduction
______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

4

potential and turbidity were recorded in the site specific log book prior to purging, after each
purge volume, and during sampling. Prior to sampling, laboratory-supplied containers were
prepared with the following information:

 Monitoring well number (completed by field personnel),
 Date and time of sample collection (completed by field personnel),
 Initials of sampling personnel (completed by field personnel),
 Project name and number (completed by the laboratory),
 Chemical preservative (completed by the laboratory); and
 Requested chemical analysis (completed by the laboratory).

Groundwater samples from each monitoring well were collected directly from the disposable
bailers in the provided laboratory containers either immediately after purging or within 24 hours
of the final purge volume. Immediately after collection, the samples were placed in a laboratory
provided cooler and chilled on ice. Field data logs are provided in the Appendix to this report.

Surface water samples were collected directly from stream flow, by lowering the prepared
sample containers into the stream flow with the opening facing into the current flow. Care was
taken not to overflow the sample containers (which could lead to preservative loss) and avoid
sample-induced turbidity. At the time of sampling, surface water was also measured for
temperature, pH, specific conductivity, and turbidity. After sample collection, the samples were
placed in a laboratory provided cooler and chilled on ice. Field data logs are provided in the
Appendix.

3.2 Laboratory Analysis and Quality Control

The November 2015 groundwater and surface water samples were submitted to Pace Analytical
Services, Inc. of Huntersville, North Carolina under chain-of-custody control for analysis. As
presented earlier, the groundwater samples were analyzed for the NCSWMR Appendix I and
MNA constituents. JOYCE requested a Level II data report for the final laboratory report. The
samples were received by the laboratory on November 20, 2015, in good condition, properly
preserved, and within analysis hold times.

In addition to samples collected for compliance monitoring at the Town of Kernersville Landfill,
a Field Blank was collected by JOYCE personnel as part of the November 2015 sampling event.
Also, a Trip Blank was prepared by the laboratory to accompany the volatile sampling containers
during shipment to and from the laboratory. The November 2015 Field Blank was analyzed for
the NCSWMR Appendix I constituents while the November 2015 Trip Blank was analyzed for
the NCSWMR Appendix I volatile organics only.

Upon receipt of the laboratory data package, the data was reviewed by JOYCE personnel for the
following:

 General typographical errors,
______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

5

 Correct analyses performed and within method specified hold times,
 Biased data results based on Surrogate Recoveries, Matrix Spike, Matrix Spike Duplicate,
and Laboratory Control Samples,
 Blank qualified data (B-flags),
 Detections above the groundwater and surface water standards; and
 Detections that are above historical levels.

4.0 DATA ANALYSIS
4.1 Groundwater Data Analysis and Comparisons to Standards

Results from the November 2015 sampling event were received December 22, 2015, from Pace
and are found in the Appendix. Analytical results from monitoring wells were compared directly
to the NC 2L Groundwater Standards (NC 2L) or Groundwater Protection Standards (GWPS).

The following inorganic and organic constituents were detected at quantified concentrations in
groundwater during the November 2015 sampling event. All concentrations are reported in
micrograms per liter (µg/L). Concentrations with a “J” are considered to be estimated.
Highlighted concentrations were detected above the NC 2L or GWPS in downgradient wells.

Constituent NC2L/
(GWPS)
Background Downgradient Blanks MW-6 MW-2 MW-3S MW-3D MW-4 MW-5
Barium 700 Dry 294 108 42.2 J 101 60.3 J ND
Thallium 0.28 Dry ND ND 8.8 8.8 ND ND
Zinc 1,000 Dry ND 23.1 7.3 J 10.7 16.3 ND
Benzene 1 Dry 6.0 ND 0.37 J ND ND ND
1,4-Dichlorobenzene 6 Dry 4.8 1.4 3.5 2.5 ND ND
1,1-Dichloroethane 6 Dry 20.7 0.82 J 3.1 J 1.8 J ND ND
1,2 Dichloroethane 0.4 Dry 0.86 J 0.40 J 1.1 ND ND ND
Cis-1,2-Dichloroethylene 70 Dry 44.4 5.6 51.2 18.8 ND ND
1,2-Dichloropropane 0.6 Dry 4.3 ND 1.1 ND ND ND
Trichloroethylene 3 Dry 4.7 ND ND ND ND ND
Vinyl Chloride 0.03 Dry 7.7 2.0 6.7 17.3 ND ND
*ND = Not Detected above laboratory detection limits
*NS= Well was bent and not sampled
*J= Estimated

In general, the organic and inorganic results are consistent with historical data. Historical
groundwater data can be found in Table 3. The results, as reported by the laboratory, the
laboratory quality/assurance/quality control information, and the chain-of-custody records are
included in the Appendix.

4.2 Surface Water Data Analysis and Comparisons to Standards

Zinc was detected above the NC SWSL in SW-3; however, it was below the NC 2B. There were
no other constituent s detected at quantified concentrations or above the NC 2B standards in the
surface waters during the November 2015 sampling event. In general, the results are consistent
with historical data. Historical surface water data can be found in Table 4. The results, as
______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

6

reported by the laboratory, the laboratory quality/assurance/quality control information, and the
chain-of-custody records are included in the Appendix.

5.0 EVALUATION OF MONITORED NATURAL ATTENUATION (MNA)
5.1 MNA Parameters and Biodegradation Screening Matrix

In accordance with the CAP for the facility, MNA baseline sampling was initiated with the
November 2015 sampling event. The November 2015 sampling event will be the fourth and
final baseline sampling event for MNA. During the November 2015 sampling event the full list
of MNA parameters were obtained for the following wells: MW-2, MW-3S, MW-3D, and MW-
4. MW-6 was dry and was not sampled. MNA parameters included field parameters temperature,
pH, specific conductance, oxidation reduction potential, turbidity, dissolved oxygen, as well as
laboratory parameters dissolved hydrogen, nitrate, sulfate, chloride, alkalinity, sulfide TOC,
ethane, ethene, methane and volatile fatty acids Table 5 summarizes the MNA data where
available. Laboratory reports and field data forms are included in Appendix A.

The MNA parameter data were evaluated in general accordance with the United States
Environmental Protection Agency’s (EPA’s) Technical Protocol Manual (EPA, 1998) to
determine whether the conditions are conducive to, or whether there is evidence for anaerobic
degradation of the chlorinated hydrocarbons. Specifically, the results were evaluated according
to the weighted system presented in Table 2.3 of the Technical Protocol Manual, referred to
hereafter as the Biodegradation Screening Matrix. According to this manual, a score less than 5
indicates that there is inadequate evidence for anaerobic natural attenuation, a score of 6 to 14
indicates that there is limited evidence for anaerobic natural attenuation, a score of 15 to 19
indicates that there is adequate evidence for anaerobic natural attenuation, and a score of 20 or
more indicates that there is strong evidence that anaerobic natural attenuation is occurring.

The MNA evaluation was performed based on the results from the November 2015 sampling
event for downgradient wells within the contaminant plume, compared where appropriate to the
background well (MW-6). MW-6 was dry during the November 2015 event; therefore; the data
from 2014 was used for comparison. The Biodegradation Screening Matrix is presented in Table
6 of this report. The aspect of the scoring process is ambiguous with respect to how it should be
applied to a landfill site such as this facility, and that is the issue of daughter products. Methane,
carbon dioxide (CO2), cis-1,2-dichloroethylene, vinyl chloride, and 1,1-dichlroethane can all be
daughter products produced by the biodegradation of higher-order chlorinated ethanes and
ethenes, and as such, their presence can be strong indicators that biodegradation is occurring, and
are therefore included in the EPA scoring matrix. On the other hand, methane and CO2 are gases
produced by the natural metabolization of biomass by microorganisms in a landfill, and cis-1,2-
dichloroethylene, vinyl chloride, and 1,1-dichloroethane can be primary contaminants leached
from waste in landfills. Some of these compounds are present in the groundwater plume;
however, it is unclear whether or not they are daughter products indicating natural attenuation.
For this reason, the score has been calculated both with and without the points for daughter
products.
______________________________________________________________________________
Second Semiannual Water Quality Monitoring Report of 2015 Joyce Engineering
Town of Kernersville Landfill, Permit No. 34-04 January 2016

7

The following table summarizes the scoring results from Table 6 for both options for interpreting
the data. The scores ranged from 11 to 23 (adequate evidence of natural attenuation to strong
evidence of natural attenuation). In reality, the best score is probably in the middle of this range,
indicating limited evidence of natural attenuation.

Points Awarded
including DP’s
Points Awarded
excluding DP’s
21 11
DP’s = Points for possible daughter products.

6.0 CONCLUSION
Based on historical groundwater data, inorganic and organic constituents detected above their
respective NC 2L and GWPS in samples collected during the November 2015 sampling event are
consistent with previous events. In addition, there were no constituents detected at the surface
water monitoring points above the NC 2B Standards. The Town of Kernersville Landfill will
continue to monitor groundwater in accordance with the approved CAP. The next semiannual
sampling event is tentatively scheduled for May 2016.

7.0 REFERENCES
Brown, Philip M., Chief Geologist, 1985, Geologic Map of North Carolina, The North Carolina
Geologic Survey, scale 1:500,000.

Fetter, C.W., 2001, Applied Hydrogeology, Fourth Edition: Prentice-Hall, Inc..

Johnson, A.I., 1967, Specific Yield - Compilation of Specific Yields For Various Materials: U.S.
Geological Survey Water Supply Paper 1662-D.

Joyce Engineering, Inc. 2010. Water Quality Monitoring Plan, Piedmont Landfill & Recycling
Center. September 2010.

North Carolina Department of Environment and Natural Resources, 1990-2012, Solid Waste
Management Regulations.

USEPA, 1986, RCRA Ground Water Monitoring Technical Enforcement Guidance Document
(TEGD).

USEPA, 1992, Statistical Analysis of Groundwater Monitoring Data at RCRA Facilities,
Addendum to Interim Final Guidance, Chapter 2, July.

Tables

Table 1A Summary of Historical Groundwater Elevations
Table 1B Monitoring Well and Boring Completion Summary
Table 2 Summary of Estimated Hydraulic Gradient and Linear Velocity
Table 3 Summary of Historical Groundwater Constituents
Table 4 Summary of Historical Surface Water Constituents
Table 5 Summary of MNA Constituents
Table 6 MNA Screening Matrix

TABLE 1A
SUMMARY OF HISTORICAL GROUNDWATER ELEVATIONS
MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5
TOC Elevation:806.42 804.87 762.19 764.57 764.56 760.26 773.32
Well Depth:34.69 20.46 13.18 24.00 56.96 14.40 11.36
30-Dec-09 772.45 786.66 759.16 751.54 752.79 754.33 769.21
01-Jun-10 773.45 788.32 758.90 750.76 752.63 753.90 769.69
16-Nov-10 773.55 787.93 759.14 750.98 752.59 753.74 769.81
29-Dec-10 773.29 787.37 758.83 749.82 752.45 753.68 769.56
29-Jun-11 773.10 786.81 758.38 750.54 752.16 753.41 769.73
01-Nov-11 771.92 785.10 758.49 754.73 751.90 753.08 769.63
01-May-12 771.88 785.32 758.54 750.86 752.34 753.55 769.55
07-Nov-12 771.65 DRY 758.20 750.30 751.61 752.87 768.57
09-May-13 769.95 787.56 759.20 752.52 753.24 754.44 -
07-Nov-13 771.46 DRY 758.09 750.12 751.50 752.79 768.13
05-Jun-14 772.22 785.84 758.45 750.67 752.14 753.36 768.57
20-Nov-14 771.73 784.41 758.08 750.24 751.53 752.81 769.23
27-Apr-15 -784.66 758.49 751.11 752.34 753.61 769.62
19-Nov-15 -784.62 757.18 747.60 750.53 750.66 768.69
Notes:
TOC = Top of PVC well casing.
Elevations in feet above mean sea level. Well depths in feet below TOC.
Well ID:
DowngradientBackground
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering
TABLE 1B
MONITORING WELL AND BORING COMPLETION SUMMARY
CASING GROUND
DIAMETER SURFACE B.G.S.B.T.O.C.
inches feet feet from to from to
MW-1 2 803.89 806.42 32.16 34.69 24.69 34.96 779.2 768.9 SAPROLITE
MW-2 2 760.07 762.19 11.06 13.18 3.18 13.18 756.9 746.9 SAPROLITE
MW-3S 2 761.98 764.57 21.41 24.00 14 24 748.0 738.0 SAPROLITE
MW-3D 2 762.02 764.56 54.42 56.96 36.96 56.96 725.1 705.1 SAPROLITE
MW-4 2 757.00 760.26 11.14 14.40 4.4 14.4 752.6 742.6 SAPROLITE
MW-5 2 771.00 773.32 9.04 11.36 6.36 11.36 764.6 759.6 SAPROLITE
MW-6 2 801.77 804.87 17.36 20.46 10.46 20.46 791.3 781.3 SAPROLITE
NOTES:
B.G.S.Below Ground Surface
M.S.L.Mean Sea Level
B.T.O.C.Below Top of Casing
T.O.C.Top of Casing
*= Due to limited information this data is assumed based on field conditions
TOTAL DEPTH
WELL
NUMBER
LITHOLOGY OF
SCREENED INTERVAL*T.O.C.
WELL ELEVATIONS
feet above M.S.L.
SCREENED INTERVAL*
DEPTH B.G.S.ELEV. M.S.L.
Town of Kernersville Landfill Page 1 of 1 Joyce Engineering
TABLE 2:
SUMMARY OF ESTIMATED HYDRAULIC GRADIENT AND LINEAR VELOCITY
Date of Water Table Measurements: November 19, 2015
SEGMENT HORIZ.HYDRAULIC EFFECTIVE LINEAR
FLOW BEGIN & END GRADIENT CONDUCTIVITY POROSITY VELOCITY
DIRECTION GW ELEVATION i K n e V
(feet-AMSL)(ft/ft) (ft/day)(ft/year)
785
760
Average 0.0311 Average 63.26
Notes:
Linear flow velocity: V = Ki/n e (modified Darcy equation).
1. Hydraulic conductivities (“K”) was estimated from slug test completed by JOYCE in April 2013
2. Velocity = Ki/n; assume homogeneous isotropic porous aquifer.
0.31 63.261.73E+00
FLOW LINE
SEGMENT
SEGMENT
LENGTH
(feet)
i 1 805 SW 0.0311
Town of Kernersville Landfill
Permit No. 34-04 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Inorganic Compounds
Antimony 30-Dec-09 1.2 6.0 ---ND 5.4 B ND ND 4.5 B ---1.4 J
GWPS = 1.4 µg/L (10/23/07)01-Jun-10 1.2 6.0 ---ND ND ND ND ND ---3.9 J
GWPS = 1 µg/L (8/1/10)29-Dec-10 2.6 6.0 ---ND ND ND ND ND ND ND
29-Jun-11 5.0 6.0 ---ND ND ND ND ND ND ND
01-Nov-11 5.0 6.0 ---ND ND ND ND ND ND ND
01-May-12 5.0 6.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.48 6.0 ------ND ND ND ND ---ND
09-May-13 5.0 6.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 6.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 6.0 ---ND ND ND ND ND ND ND
20-Nov-14 3.8 6.0 ------ND ND ND ND ND ND
27-Apr-15 3.8 6.0 ------ND ND ND ND ND ND
19-Nov-15 3.8 6.0 ------ND ND ND ND ND ND
Arsenic 29-Jun-11 5.0 10.0 ---ND ND ND ND ND 6.2 J ND
NC 2L = 10 µg/L (1/11/10)01-Nov-11 5.0 10.0 ---ND ND ND ND ND ND ND
01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.094 10.0 ------1.43 B 1.42 B 0.87 B 1.04 B ---1.0 J
09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND
20-Nov-14 2.5 10.0 ------ND 2.5 J ND ND 2.7 J ND
27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND
19-Nov-15 2.5 10.0 ------ND ND ND 2.7 J ND ND
Barium 30-Dec-09 1.1 100 ---74.1 J 496 178 18.2 J 89.0 J ---3.6 J
NC 2L = 700 µg/L (1/11/10)01-Jun-10 1.1 100 ---58.1 J 326 187 22.2 J 94.9 J ---2.0 J
29-Dec-10 0.20 100 ---46.3 B 430 112 38.0 B 92.1 J 72.6 J 11.3 J
29-Jun-11 5.0 100 ---77.7 J 370 128 41.2 J 98.4 J 113 ND
01-Nov-11 5.0 100 ---125 413 132 41.7 J 111 72.1 J ND
01-May-12 5.0 100 ---78.8 J 323 121 40.0 J 99.7 J 66.1 J ND
07-Nov-12 0.39 100 ------369 127 41.0 B 98.7 J ---12.2 J
09-May-13 5.0 100 ---78.6 J 307 112 40.0 J 85.6 J ---ND
07-Nov-13 5.0 100 ------302 113 38.0 J 89.6 J ---ND
05-Jun-14 5.0 100 ---60.3 J 285 117 39.2 J 80.3 J 75.0 J ND
20-Nov-14 2.5 100 ------301 113 39.5 J 83.3 J 108 ND
27-Apr-15 2.5 100 ------268 104 39.0 J 94.8 J 67.4 J ND
19-Nov-15 2.5 100 ------294 108 42.2 J 101 60.3 J ND
Beryllium 30-Dec-09 0.2 1.0 ---ND 0.5 J ND ND ND ---ND
GWPS = 4 µg/L (10/23/07)01-Jun-10 0.2 1.0 ---0.6 J 0.7 J ND ND ND ---ND
29-Dec-10 0.10 1.0 ---ND ND ND ND ND 0.48 J ND
29-Jun-11 1.0 1.0 ---ND ND ND ND ND ND ND
01-Nov-11 1.0 1.0 ---ND ND ND ND ND ND ND
01-May-12 1.0 1.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.049 1.00 ------0.34 J ND ND 0.099 J ---ND
09-May-13 1.0 1.0 ---ND ND ND ND ND ---ND
07-Nov-13 1.0 1.0 ------ND ND ND ND ---ND
05-Jun-14 1.0 1.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.5 1.0 ------ND ND ND ND ND ND
27-Apr-15 0.5 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.5 1.0 ------ND ND ND ND ND ND
Cadmium 30-Dec-09 0.2 1.0 ---ND 0.5 J 5.6 ND ND ---ND
NC 2L = 2 µg/L (1/11/10)01-Jun-10 0.2 1.0 ---2.9 1.0 B 5.3 0.4 B 0.4 B ---0.4 J
29-Dec-10 0.50 1.0 ---ND ND ND ND ND ND ND
29-Jun-11 1.0 1.0 ---ND ND ND ND ND ND ND
01-Nov-11 1.0 1.0 ---ND ND ND ND ND ND ND
01-May-12 1.0 1.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.026 1.00 ------0.15 J ND ND 0.043 J ---ND
09-May-13 1.0 1.0 ---ND ND ND ND ND ---ND
07-Nov-13 1.0 1.0 ------ND ND ND ND ---ND
05-Jun-14 1.0 1.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.5 1.0 ------ND ND ND ND ND ND
27-Apr-15 0.5 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.5 1.0 ------ND ND ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 8 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Chromium 30-Dec-09 0.7 10.0 ---ND 2.7 J 9.7 J ND 3.1 J ---ND
NC 2L = 10 µg/L (1/11/10)01-Jun-10 0.7 10.0 ---3.5 J 1.6 J 12.4 1.2 J 3.2 J ---ND
29-Dec-10 0.40 10.0 ---0.48 J 1.3 J 0.57 J ND 5.5 J 3.8 J ND
29-Jun-11 5.0 10.0 ---ND ND ND ND ND ND ND
01-Nov-11 5.0 10.0 ---ND ND ND ND 10.3 ND ND
01-May-12 5.0 10.0 ---ND ND ND ND 5.8 J ND ND
07-Nov-12 0.030 10.0 ------0.71 J 0.12 B 0.094 B 7.31 J ---0.099 J
09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND
20-Nov-14 2.5 10.0 ------ND ND ND ND ND ND
27-Apr-15 2.5 10.0 ------ND ND ND 7.2 J ND ND
19-Nov-15 2.5 10.0 ------ND ND ND 3.0 J ND ND
Cobalt 30-Dec-09 0.7 10.0 ---ND 6.4 J 11.2 ND 1.8 J ---ND
GWPS = 70 µg/L (10/23/07)01-Jun-10 0.7 10.0 ---1.8 J 2.5 J 8.5 J ND 1.7 J ---ND
GWPS = 1 µg/L (10/1/10)29-Dec-10 0.60 10.0 ---ND 4.9 J 1.7 J ND 1.6 J 10.2 ND
29-Jun-11 5.0 10.0 ---ND ND ND ND ND 9.9 J ND
01-Nov-11 5.0 10.0 ---ND ND ND ND ND 5.2 J ND
01-May-12 5.0 10.0 ---ND ND ND ND ND 13.9 ND
07-Nov-12 0.053 10.0 ------1.98 J 3.89 J 0.43 B 2.02 J ---0.24 J
09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 10.0 ---ND ND ND ND ND 12.0 ND
20-Nov-14 2.5 10.0 ------ND 2.5 J ND ND 10.2 ND
27-Apr-15 2.5 10.0 ------ND 2.7 J ND ND 10.7 ND
19-Nov-15 2.5 10.0 ------ND 3.9 J ND ND 3.5 J ND
Copper 30-Dec-09 2.0 10.0 ---ND ND 10.6 ND 1.5 J ---ND
NC 2L = 1,000 µg/L (10/23/07)01-Jun-10 2.0 10.0 ---12.2 B 3.3 B 33.2 3.9 B 6.8 B ---4.8 J
29-Dec-10 0.30 10.0 ---ND ND 0.49 J 0.59 J 1.5 J 7.9 J ND
29-Jun-11 5.0 10.0 ---ND ND ND ND ND 16.6 ND
01-Nov-11 5.0 10.0 ---ND ND ND ND 5.4 J ND ND
01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.093 10.0 ------3.56 B 0.54 B 0.98 B 1.83 B ---1.23 J
09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 10.0 ---ND ND ND ND ND 6.1 J ND
20-Nov-14 2.5 10.0 ------ND ND ND ND 5.3 J ND
27-Apr-15 2.5 10.0 ------ND ND ND 3.5 B 3.6 B 3.2 J
19-Nov-15 2.5 10.0 ------ND ND ND 2.6 J 5.1 J ND
Lead 30-Dec-09 2.0 10.0 ---ND ND 10.2 ND ND ---ND
NC 2L = 15 µg/L (10/23/07)01-Jun-10 2.0 10.0 ---9.1 B 8.2 B 8.7 B 3.0 B 3.9 B ---3.2 J
29-Dec-10 4.0 10.0 ---ND ND ND ND ND 6.5 J ND
29-Jun-11 5.0 10.0 ---ND ND ND ND ND 19.9 ND
01-Nov-11 5.0 10.0 ---5.5 J ND ND ND ND ND ND
01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.025 10.0 ------1.00 B 0.091 B 0.066 B 1.12 B ---0.58 J
09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND
20-Nov-14 2.5 10.0 ------ND ND ND ND 4.2 J ND
27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND
19-Nov-15 2.5 10.0 ------ND ND ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 8 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Nickel 30-Dec-09 0.6 50.0 ---ND ND 8.1 J 1.8 J 1.6 J ---ND
NC 2L = 100 µg/L (10/23/07)01-Jun-10 0.6 50.0 ---ND ND 6.0 J ND 0.9 J ---ND
29-Dec-10 1.7 50.0 ---ND ND ND ND ND 2.0 B 3.1 J
29-Jun-11 5.0 50.0 ---ND ND ND ND ND ND ND
01-Nov-11 5.0 50.0 ---ND ND ND ND ND ND ND
01-May-12 5.0 50.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.26 50.0 ------0.73 B 1.19 B 0.65 B 5.57 J ---0.84 J
09-May-13 5.0 50.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 50.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 50.0 ---ND ND ND ND ND ND ND
20-Nov-14 2.5 50.0 ------ND ND ND ND ND ND
27-Apr-15 2.5 50.0 ------ND ND ND 3.4 J ND ND
19-Nov-15 2.5 50.0 ------ND ND ND 2.6 J ND ND
Selenium 30-Dec-09 6.3 10.0 ---ND ND 8.4 J ND ND ---ND
NC 2L = 20 µg/L (1/11/10)01-Jun-10 6.3 10.0 ---ND ND 6.3 J ND ND ---ND
29-Dec-10 3.8 10.0 ---ND ND ND ND ND ND ND
29-Jun-11 10.0 10.0 ---ND ND ND ND ND ND ND
01-Nov-11 10.0 10.0 ---ND ND ND ND ND ND ND
01-May-12 10.0 10.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.11 10.0 ------0.16 J 0.38 J 0.20 J 0.25 J ---ND
09-May-13 10.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 10.0 10.0 ------ND ND ND ND ---ND
05-Jun-14 10.0 10.0 ---ND ND ND ND ND ND ND
20-Nov-14 5.0 10.0 ------ND ND ND ND ND ND
27-Apr-15 5.0 10.0 ------ND ND ND ND ND ND
19-Nov-15 5.0 10.0 ------ND ND ND ND ND ND
Silver 30-Dec-09 1.1 10.0 ---ND 1.7 B 2.2 B ND ND ---1.9 J
NC 2L = 20 µg/L (1/11/10)01-Jun-10 1.1 10.0 ---ND ND ND ND ND ---ND
29-Dec-10 0.10 10.0 ---ND 1.8 J 0.36 J 0.19 J 0.23 J ND ND
29-Jun-11 5.0 10.0 ---ND ND ND ND ND ND ND
01-Nov-11 5.0 10.0 ---ND ND ND ND ND ND ND
01-May-12 5.0 10.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.017 10.0 ------0.18 J ND ND 0.078 J ---ND
09-May-13 5.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 10.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 10.0 ---ND ND ND ND ND ND ND
20-Nov-14 2.5 10.0 ------ND ND ND ND ND ND
27-Apr-15 2.5 10.0 ------ND ND ND ND ND ND
19-Nov-15 2.5 10.0 ------ND ND ND ND ND ND
Thallium 30-Dec-09 2.7 5.5 ---ND ND ND ND ND ---3.7 J
GWPS = 0.28 µg/L (10/23/07)01-Jun-10 2.7 5.5 ---ND ND ND ND ND ---ND
GWPS = 0.2 µg/L (10/1/10)29-Dec-10 3.0 5.5 ---ND 3.2 J ND ND 4.8 J ND ND
29-Jun-11 5.4 5.5 ---ND ND ND ND ND ND ND
01-Nov-11 5.4 5.5 ---ND ND ND ND ND ND ND
01-May-12 5.4 5.5 ---ND ND ND ND ND ND ND
07-Nov-12 0.060 5.50 ------0.16 J ND ND 0.76 J ---ND
09-May-13 5.4 5.5 ---ND ND ND ND ND ---ND
07-Nov-13 5.4 5.5 ------ND ND ND ND ---ND
05-Jun-14 5.4 5.5 ---ND ND ND ND ND ND ND
20-Nov-14 5.0 5.5 ------ND ND ND ND ND ND
27-Apr-15 5.0 5.5 ------ND ND ND ND ND ND
19-Nov-15 5.0 5.5 ------ND ND 8.8 8.8 ND ND
Vanadium 30-Dec-09 0.4 25.0 ---ND 1.4 J 37.4 1.5 J 4.3 J ---ND
GWPS = 3.5 µg/L (10/23/07)01-Jun-10 0.4 25.0 ---1.2 J 3.4 J 84.2 1.4 J 4.8 J ---ND
GWPS = 0.3 µg/L (10/1/10)29-Dec-10 0.20 25.0 ---1.2 B 2.8 J 2.3 J 1.6 J 5.5 J 14.5 J 0.26 J
29-Jun-11 5.0 25.0 ---ND ND ND ND ND 22.0 J ND
01-Nov-11 5.0 25.0 ---7.2 J ND ND ND 12.0 J 7.2 J ND
01-May-12 5.0 25.0 ---ND ND ND ND 7.2 J 7.6 J ND
07-Nov-12 0.085 25.0 ------2.48 J 2.02 J 2.35 J 4.55 J ---ND
09-May-13 5.0 25.0 ---ND ND ND ND ND ---ND
07-Nov-13 5.0 25.0 ------ND ND ND ND ---ND
05-Jun-14 5.0 25.0 ---ND ND 11.4 J ND ND ND ND
20-Nov-14 2.5 25.0 ------ND 3.2 J ND ND 9.4 J ND
27-Apr-15 2.5 25.0 ------ND ND ND 8.9 J 5.6 J ND
19-Nov-15 2.5 25.0 ------3.1 J 4.3 J ND 6.5 J 3.9 J ND
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 8 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Zinc 30-Dec-09 2.7 10.0 ---ND 10.1 B 204 15.9 B 24.8 B ---5.8 J
NC 2L = 1,000 µg/L (1/11/10)01-Jun-10 2.7 10.0 ---16.2 13.5 415 8.5 J 22.2 ---ND
29-Dec-10 0.40 10.0 ---12.2 B 15.8 B 8.9 B ND 4.6 B 38.1 B 12.5
29-Jun-11 10.0 10.0 ---ND 23.6 B 22.3 B ND 15.5 B 91.2 10.5
01-Nov-11 10.0 10.0 ---16.6 ND 40.0 ND 16.2 31.4 ND
01-May-12 10.0 10.0 ---ND ND 13.5 ND 10.2 12.0 ND
07-Nov-12 1.31 10.0 ------8.61 J 5.20 J 3.98 J 4.65 J ---ND
09-May-13 10.0 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 10.0 10.0 ------13.8 10.4 ND ND ---ND
05-Jun-14 10.0 10.0 ---ND ND 89.0 ND ND 19.4 ND
20-Nov-14 5.0 10.0 ------ND 20.9 ND ND 55.0 ND
27-Apr-15 5.0 10.0 ------7.3 B 11.5 B 8.0 B 14.1 B 10.3 B 7.5 J
19-Nov-15 5.0 10.0 ------ND 23.1 7.3 J 10.7 16.3 ND
Organic Compounds
Acetone 29-Jun-11 2.2 100 ---ND 2.3 B 2.4 B 3.9 B ND 3.8 B 5.3 J
NC 2L = 6,000 µg/L (1/11/10)01-Nov-11 2.2 100 ---ND ND ND ND ND ND 14.6 J
01-May-12 2.2 100 ---ND ND ND ND ND ND ND
07-Nov-12 0.193 100 ------ND ND ND ND ---ND
09-May-13 10.0 100 ---ND ND ND ND ND ---12.0 J
07-Nov-13 10.0 100 ------ND ND ND ND ---ND
05-Jun-14 10.0 100 ---ND ND ND ND ND ND ND
20-Nov-14 10.0 100 ------ND ND ND ND ND ND
27-Apr-15 10.0 100 ------ND 14.8 B ND 21.3 B 14.1 B 20.7 J
19-Nov-15 10.0 100 ------ND ND ND ND ND ND
Benzene 30-Dec-09 0.1 1.0 ---ND 8.4 0.3 J 0.4 J 0.3 J ---ND
NC 2L = 1 µg/L (10/23/07)01-Jun-10 0.1 1.0 ---ND 2.9 ND ND ND ---ND
29-Dec-10 0.25 1.0 ---ND 8.1 ND ND ND ND ND
29-Jun-11 0.25 1.0 ---ND 7.2 0.38 J 0.45 J 0.42 J ND ND
01-Nov-11 0.25 1.0 ---ND 8.6 ND ND ND ND ND
01-May-12 0.25 1.0 ---ND 6.7 0.36 J 0.45 J 0.42 J ND ND
07-Nov-12 0.111 1.0 ------8.63 0.430 J 0.504 J 0.478 J ---ND
09-May-13 0.25 1.0 ---ND 5.2 0.27 J 0.32 J 0.30 J ---ND
07-Nov-13 0.25 1.0 ------6.9 0.33 J 0.38 J 0.39 J ---ND
05-Jun-14 0.25 1.0 ---ND 6.0 ND 0.42 J 0.40 J ND ND
20-Nov-14 0.25 1.0 ------6.2 0.30 J ND 0.32 J ND ND
27-Apr-15 0.25 1.0 ------6.4 0.38 J 0.48 J 0.45 J ND ND
19-Nov-15 0.25 1.0 ------6.0 ND 0.37 J ND ND ND
Bromoform 09-May-13 0.26 3.0 ---ND ND 0.37 B ND ND ---0.37 J
NC 2L = µg/L 4 (10/23/07)07-Nov-13 0.26 3.0 ------ND ND ND ND ---ND
05-Jun-14 0.26 3.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.26 3.0 ------ND ND ND ND ND ND
27-Apr-15 0.26 3.0 ------ND ND ND ND ND ND
19-Nov-15 0.26 3.0 ------ND ND ND ND ND ND
Chlorobenzene 30-Dec-09 0.1 3.0 ---ND 0.5 J 0.6 J ND ND ---ND
NC 2L = 50 µg/L (10/23/07)01-Jun-10 0.1 3.0 ---ND ND ND ND ND ---ND
29-Dec-10 0.23 3.0 ---ND 0.61 J ND ND ND ND ND
29-Jun-11 0.23 3.0 ---ND 0.46 J 1.0 J 0.37 J ND ND ND
01-Nov-11 0.23 3.0 ---ND 0.59 J 1.1 J 0.37 J ND ND ND
01-May-12 0.23 3.0 ---ND {0.42}J 0.94 B 0.38 B ND ND 0.30 {ND}J
07-Nov-12 0.083 3.00 ------0.468 J 1.30 J 0.476 J ND ---ND
09-May-13 0.23 3.0 ---ND 0.27 J 0.72 J 0.27 J ND ---ND
07-Nov-13 0.23 3.0 ------0.42 J 0.97 J 0.38 J ND ---ND
05-Jun-14 0.23 3.0 ---ND 0.30 J 0.78 J 0.33 J ND ND ND
20-Nov-14 0.23 3.0 ------0.37 J 0.95 J 0.36 J ND ND ND
27-Apr-15 0.23 3.0 ------0.27 J 1.0 J 0.40 J ND ND ND
19-Nov-15 0.23 3.0 ------0.31 J 0.81 J 0.33 J ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 4 of 8 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Chloroethane 30-Dec-09 0.1 10.0 ---ND ND 0.5 J 0.5 J ND ---0.1 J
NC 2L = 3,000 µg/L (1/11/10)01-Jun-10 0.1 10.0 ---ND ND 0.4 J ND ND ---ND
29-Dec-10 0.54 10.0 ---ND ND ND ND ND ND ND
29-Jun-11 0.54 10.0 ---ND ND 0.77 J ND 0.57 J ND ND
01-Nov-11 0.54 10.0 ---ND ND 0.79 J ND ND ND ND
01-May-12 0.54 10.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.235 10.0 ------ND ND ND ND ---ND
09-May-13 0.54 10.0 ---ND ND ND ND ND ---ND
07-Nov-13 0.54 10.0 ------ND ND ND ND ---ND
05-Jun-14 0.54 10.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.54 10.0 ------ND ND ND ND ND ND
27-Apr-15 0.54 10.0 ------ND 0.95 J 0.65 J 0.57 J ND ND
19-Nov-15 0.54 10.0 ------ND ND ND ND ND ND
1,4-Dichlorobenzene 30-Dec-09 0.1 1.0 ---ND 3.8 2.2 2.3 3.1 ---ND
NC 2L = 6 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 1.2 0.9 J ND 1.2 ---ND
29-Dec-10 0.33 1.0 ---ND 3.9 1.1 2.3 1.9 ND ND
29-Jun-11 0.33 1.0 ---ND 3.8 2.8 3.6 3.2 ND ND
01-Nov-11 0.33 1.0 ---ND 4.7 4.1 4.1 3.5 ND ND
01-May-12 0.33 1.0 ---ND 4.0 2.7 4.1 3.2 ND ND
07-Nov-12 0.083 1.00 ------5.12 2.93 4.08 3.64 ---ND
09-May-13 0.33 1.0 ---ND 3.6 2.0 3.1 2.3 ---ND
07-Nov-13 0.33 1.0 ------5.4 2.5 4.2 3.2 ---ND
05-Jun-14 0.33 1.0 ---ND 5.0 1.9 4.0 2.7 ND ND
20-Nov-14 0.33 1.0 ------4.7 1.9 3.8 2.6 ND ND
27-Apr-15 0.33 1.0 ------4.7 2.1 4.2 2.7 ND ND
19-Nov-15 0.33 1.0 ------4.8 1.4 3.5 2.5 ND ND
1,1-Dichloroethane 30-Dec-09 0.2 5.0 ---ND 22.8 1.9 J 4.0 J 2.4 J ---ND
NC 2L = 6 µg/L (1/11/10)01-Jun-10 0.2 5.0 ---ND 11.0 1.1 J ND 1.2 J ---ND
29-Dec-10 0.32 5.0 ---ND 28.2 2.4 J 4.1 J 2.6 J ND ND
29-Jun-11 0.32 5.0 ---ND 25.0 2.5 J 3.9 J 2.6 J ND ND
01-Nov-11 0.32 5.0 ---ND 27.2 2.3 J 4.0 J 2.3 J ND ND
01-May-12 0.32 5.0 ---ND 22.6 2.0 J 3.8 J 2.0 J ND ND
07-Nov-12 0.208 5.0 ------28.1 2.06 J 4.08 J ND ---ND
09-May-13 0.32 5.0 ---ND 18.7 1.4 J 3.0 J 1.6 J ---ND
07-Nov-13 0.32 5.0 ------26.6 1.7 J 4.2 J 2.2 J ---ND
05-Jun-14 0.32 5.0 ---ND 21.9 1.4 J 3.9 J 1.9 J ND ND
20-Nov-14 0.32 5.0 ------21.5 1.3 J 3.2 J 1.8 J ND ND
27-Apr-15 0.32 5.0 ------24.2 1.4 J 4.3 J 2.4 J ND ND
19-Nov-15 0.32 5.0 ------20.7 0.82 J 3.1 J 1.8 J ND ND
1,2-Dichloroethane 30-Dec-09 0.1 1.0 ---ND 1.2 0.7 J 1.2 ND ---ND
NC 2L = 0.4 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND ND ND ND ND ---ND
29-Dec-10 0.12 1.0 ---ND ND 0.82 J 1.1 ND ND ND
29-Jun-11 0.12 1.0 ---ND 0.76 J 0.86 J 1.3 ND ND ND
01-Nov-11 0.12 1.0 ---ND 0.95 J ND 1.3 ND ND ND
01-May-12 0.12 1.0 ---ND 0.71 J 0.70 J 1.1 ND ND ND
07-Nov-12 0.171 1.00 ------ND ND ND ND ---ND
09-May-13 0.12 1.0 ---ND 0.50 J 0.49 J 0.81 J ND ---ND
07-Nov-13 0.12 1.0 ------0.93 J 0.66 J 1.3 ND ---ND
05-Jun-14 0.12 1.0 ---ND 0.76 J 0.52 J 0.99 J ND ND ND
20-Nov-14 0.12 1.0 ------0.68 J 0.47 J 0.81 J ND ND ND
27-Apr-15 0.12 1.0 ------ND 0.56 J 1.2 0.15 J ND ND
19-Nov-15 0.24 1.0 ------0.86 J 0.40 J 1.1 ND ND ND
1,1-Dichloroethene 30-Dec-09 0.1 5.0 ---ND 0.4 J ND ND ND ---ND
NC 2L = 7 µg/L (10/23/07)01-Jun-10 0.1 5.0 ---ND ND ND ND ND ---ND
29-Dec-10 0.56 5.0 ---ND ND ND ND ND ND ND
29-Jun-11 0.56 5.0 ---ND ND ND ND ND ND ND
01-Nov-11 0.56 5.0 ---ND ND ND ND ND ND ND
01-May-12 0.56 5.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.208 5.00 ------ND ND ND ND ---ND
NC 2L = 350 µg/L (04/01/2013)09-May-13 0.56 5.0 ---ND ND ND ND ND ---ND
07-Nov-13 0.56 5.0 ------ND ND ND ND ---ND
05-Jun-14 0.56 5.0 ---ND 4.7 J ND ND ND ND ND
20-Nov-14 0.56 5.0 ---ND ND ND ND ND ND ND
27-Apr-15 0.56 5.0 ------ND ND ND ND ND ND
19-Nov-15 0.56 5.0 ------ND ND ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 5 of 8 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
cis-1,2-Dichloroethene 30-Dec-09 0.1 5.0 ---ND 68.2 11.0 51.0 21.8 ---ND
NC 2L = 70 µg/L (10/23/07)01-Jun-10 0.1 5.0 ---ND 23.0 7.6 ND 10.2 ---ND
29-Dec-10 0.19 5.0 ---ND 66.7 16.8 56.7 24.1 ND ND
29-Jun-11 0.19 5.0 ---ND 55.1 16.5 62.7 25.1 ND ND
01-Nov-11 0.19 5.0 ---ND 59.4 15.2 59.3 23.2 ND ND
01-May-12 0.19 5.0 ---ND {48.7}14.2 59.5 22.1 ND 0.21 {ND}J
07-Nov-12 0.103 5.00 ------59.7 13.6 71.3 26.4 ---ND
09-May-13 0.19 5.0 ---ND 39.9 10.9 49.7 17.4 ---ND
07-Nov-13 0.19 5.0 ------53.9 10.7 67.1 21.8 ---ND
05-Jun-14 0.19 5.0 ---ND 47.0 11.2 58.1 20.0 ND ND
20-Nov-14 0.19 5.0 ------44.9 9.6 55.4 19.3 ND ND
27-Apr-15 0.19 5.0 ------51.8 9.7 65.3 24.0 ND ND
19-Nov-15 0.19 5.0 ------44.4 5.6 51.2 18.8 ND ND
trans-1,2-Dichloroethene 30-Dec-09 0.1 5.0 ---ND 1.4 J ND 0.2 J 0.2 J ---ND
NC 2L = 100 µg/L (10/23/07)01-Jun-10 0.1 5.0 ---ND 0.6 J ND ND ND ---ND
29-Dec-10 0.49 5.0 ---ND 1.7 J ND ND ND ND ND
29-Jun-11 0.49 5.0 ---ND 1.5 J ND ND ND ND ND
01-Nov-11 0.49 5.0 ---ND 1.6 J ND ND ND ND ND
01-May-12 0.49 5.0 ---ND 1.4 J ND ND ND ND ND
07-Nov-12 0.077 5.00 ------1.59 J ND ND ND ---ND
09-May-13 0.49 5.0 ---ND 1.1 J ND ND ND ---ND
07-Nov-13 0.49 5.0 ------1.6 J ND ND ND ---ND
05-Jun-14 0.49 5.0 ---ND 1.4 J ND ND ND ND ND
20-Nov-14 0.49 5.0 ------1.4 J ND ND ND ND ND
27-Apr-15 0.49 5.0 ------1.6 J ND ND ND ND ND
19-Nov-15 0.49 5.0 ------1.5 J ND ND ND ND ND
1,2-Dichloropropane 30-Dec-09 0.1 1.0 ---ND 5.7 0.6 J 1.1 0.7 J ---ND
NC 2L = 0.6 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 1.9 ND ND ND ---ND
29-Dec-10 0.27 1.0 ---ND 5.3 ND ND ND ND ND
29-Jun-11 0.27 1.0 ---ND 4.8 0.90 J 1.3 0.73 J ND ND
01-Nov-11 0.27 1.0 ---ND 4.9 0.76 J 1.3 ND ND ND
01-May-12 0.27 1.0 ---ND 4.4 0.76 J 1.4 0.62 J ND ND
07-Nov-12 0.150 1.0 ------4.93 ND 1.66 ND ---ND
09-May-13 0.27 1.0 ---ND 3.3 0.51 J 0.96 J 0.45 J ---ND
07-Nov-13 0.27 1.0 ------4.4 0.63 J 1.3 0.57 J ---ND
05-Jun-14 0.27 1.0 ---ND 4.0 0.51 J ND 0.41 J ND ND
20-Nov-14 0.27 1.0 ------4.1 0.56 J 1.2 0.36 J ND ND
27-Apr-15 0.27 1.0 ------4.8 0.59 J 1.6 0.57 J ND ND
19-Nov-15 0.27 1.0 ------4.3 ND 1.1 ND ND ND
Ethylbenzene 30-Dec-09 0.1 1.0 ---ND ND ND 0.4 J ND ---ND
NC 2L = 600 µg/L (10/23/07)01-Jun-10 0.1 1.0 ---ND ND ND ND ND ---ND
29-Dec-10 0.30 1.0 ---ND ND ND ND ND ND ND
29-Jun-11 0.30 1.0 ---ND ND ND ND ND ND ND
01-Nov-11 0.30 1.0 ---ND ND ND ND ND ND ND
01-May-12 0.30 1.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.109 1.00 ------ND ND ND ND ---ND
09-May-13 0.30 1.0 ---ND ND ND ND ND ---ND
07-Nov-13 0.30 1.0 ------ND ND ND ND ---ND
05-Jun-14 0.30 1.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.30 1.0 ------ND ND ND ND ND ND
27-Apr-15 0.30 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.30 1.0 ------ND ND ND ND ND ND
Tetrachloroethene 30-Dec-09 0.2 1.0 ---ND 1.2 ND ND ND ---ND
NC 2L = 0.7 µg/L (10/23/07)01-Jun-10 0.2 1.0 ---ND 1.4 ND ND ND ---ND
29-Dec-10 0.46 1.0 ---ND 2.8 ND ND ND ND ND
29-Jun-11 0.46 1.0 ---ND 3.6 ND ND ND ND ND
01-Nov-11 0.46 1.0 ---ND 2.9 ND ND ND ND ND
01-May-12 0.46 1.0 ---ND 3.0 ND ND ND ND ND
07-Nov-12 0.193 1.00 ------2.52 ND ND ND ---ND
09-May-13 0.46 1.0 ---ND 1.9 ND ND ND ---ND
07-Nov-13 0.46 1.0 ------1.8 ND ND ND ---ND
05-Jun-14 0.46 1.0 ---ND 2.3 ND ND ND ND ND
20-Nov-14 0.46 1.0 ------1.1 ND ND ND ND ND
27-Apr-15 0.46 1.0 ------1.4 ND ND ND ND ND
19-Nov-15 0.46 1.0 ------0.90 J ND ND ND ND ---
Town of Kernersville Landfill
Permit No. 34-04 Page 6 of 8 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Toluene 29-Jun-11 0.26 1.0 ---ND ND ND ND ND 0.76 J ND
NC 2L = 600 µg/L (1/11/10)01-Nov-11 0.26 1.0 ---ND ND ND ND ND ND ND
01-May-12 0.26 1.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.122 1.00 ------ND ND ND ND ---ND
09-May-13 0.26 1.0 ---ND ND ND ND ND ---ND
07-Nov-13 0.26 1.0 ------ND ND ND ND ---ND
05-Jun-14 0.26 1.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.26 1.0 ------ND ND ND ND ND ND
27-Apr-15 0.26 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.26 1.0 ------ND ND ND ND ND ND
Trichloroethene 30-Dec-09 0.1 1.0 ---ND 8.0 ND ND 0.2 J ---ND
NC 2L = 3 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 6.4 ND ND ND ---ND
29-Dec-10 0.47 1.0 ---ND 10.1 ND ND ND ND ND
29-Jun-11 0.47 1.0 ---ND 14.6 ND ND ND ND ND
01-Nov-11 0.47 1.0 ---ND 10.2 ND ND ND ND ND
01-May-12 0.47 1.0 ---ND 11.6 ND ND ND ND ND
07-Nov-12 0.161 1.00 ------9.97 ND ND ND ---ND
09-May-13 0.47 1.0 ---ND 8.4 ND ND ND ---ND
07-Nov-13 0.47 1.0 ------8.0 ND ND ND ---ND
05-Jun-14 0.47 1.0 ---ND 8.9 ND ND ND ND ND
20-Nov-14 0.47 1.0 ------5.1 ND ND ND ND ND
27-Apr-15 0.47 1.0 ------7.1 ND ND ND ND ND
19-Nov-15 0.47 1.0 ------4.7 ND ND ND ND ND
Trichlorofluoromethane 29-Jun-11 0.20 1.0 ---ND 0.95 J ND ND ND ND ND
NC 2L = 2000 µg/L (1/11/10)01-Nov-11 0.20 1.0 ---ND ND ND ND ND ND ND
01-May-12 0.20 1.0 ---ND ND ND ND ND ND ND
07-Nov-12 0.157 1.00 ------ND ND ND ND ---ND
09-May-13 0.20 1.0 ---ND 0.66 J ND ND ND ---ND
07-Nov-13 0.20 1.0 ------ND ND ND ND ---ND
05-Jun-14 0.20 1.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.20 1.0 ------ND ND ND ND ND ND
27-Apr-15 0.20 1.0 ------ND ND ND ND ND ND
19-Nov-15 0.20 1.0 ------0.41 J ND ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 7 of 8 Joyce Engineering
TABLE 3
SUMMARY OF HISTORICAL GROUNDWATER CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4 MW-5 Blanks
Vinyl chloride 30-Dec-09 0.1 1.0 ---ND 4.0 2.8 4.1 26.2 ---ND
NC 2L = 0.03 µg/L (1/11/10)01-Jun-10 0.1 1.0 ---ND 2.2 3.0 ND 26.7 ---ND
29-Dec-10 0.62 1.0 ---ND 3.5 2.4 4.7 25.6 ND ND
29-Jun-11 0.62 1.0 ---ND 2.8 2.8 4.6 28.7 ND ND
01-Nov-11 0.62 1.0 ---ND 5.1 2.6 6.9 24.0 ND ND
01-May-12 0.62 1.0 ---ND 3.5 2.0 4.8 21.8 ND ND
07-Nov-12 0.127 1.00 ------7.94 2.73 6.99 29.9 ---ND
09-May-13 0.62 1.0 ---ND 2.8 1.9 4.2 18.6 ---ND
07-Nov-13 0.62 1.0 ------6.3 2.1 6.0 21.9 ---ND
05-Jun-14 0.62 1.0 ---ND 7.1 5.6 8.9 21.9 ND ND
20-Nov-14 0.62 1.0 ------5.2 2.1 5.3 16.2 ND ND
27-Apr-15 0.62 1.0 ------5.3 2.4 7.1 21.4 ND ND
19-Nov-15 0.62 1.0 ------7.7 2.0 6.7 17.3 ND ND
Xylene (Total)30-Dec-09 0.3 4.0 ---ND ND ND 3.5 J ND ---ND
NC 2L = 500 µg/L (1/11/10)01-Jun-10 0.3 4.0 ---ND ND ND ND ND ---ND
29-Dec-10 0.66 2.0 ---ND ND ND ND ND ND ND
29-Jun-11 0.66 2.0 ---ND ND ND ND ND ND ND
01-Nov-11 0.66 2.0 ---ND ND ND ND ND ND ND
01-May-12 0.66 2.0 ---ND 0.89 J ND ND ND ND ND
07-Nov-12 0.179 5.00 ------ND ND ND ND ---ND
09-May-13 0.66 5.0 ---ND ND ND ND ND ---ND
07-Nov-13 0.66 5.0 ------ND ND ND ND ---ND
05-Jun-14 0.66 5.0 ---ND ND ND ND ND ND ND
20-Nov-14 0.66 5.0 ------ND ND ND ND ND ND
27-Apr-15 0.66 5.0 ------ND ND ND ND ND ND
19-Nov-15 0.66 5.0 ------ND ND ND ND ND ND
Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2L Standard is the groundwater quality standard established under 15A NCAC 2L.
4. MW = Monitoring well.
5. Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
6. ND = Not detected at the laboratory's detection limit.
7. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
8. B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
9. Bold values are greater than the NC 2L Standard or GWPS.
10. DL = Detection limit.
11. GWPS = Groundwater Protection Standard (GWPS is used when the NC 2L Standard has not been established.)
12. --- = Monitoring well was no sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 8 of 8 Joyce Engineering
TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks
Inorganic Compounds
Antimony 30-Dec-09 1.2 6.0 1.5 B 6.4 B NS 1.4 J
NC 2B = NE µg/L (05/01/07)01-Jun-10 1.2 6.0 6.7 B 2.5 B NS 3.9 J
29-Dec-10 2.6 6.0 ND ND ND ND
29-Jun-11 5.0 6.0 ND ND ND ND
01-Nov-11 5.0 6.0 ND ND ND ND
01-May-12 5.0 6.0 ND ND ND ND
07-Nov-12 0.48 6.0 ND ND ND ND
09-May-13 5.0 6.0 ND ND ND ND
07-Nov-13 5.0 6.0 ND ND ND ND
05-Jun-14 5.0 6.0 ND ND ND ND
20-Nov-14 3.8 6.0 ND ND ND ND
27-Apr-15 3.8 6.0 ND ND ND ND
19-Nov-15 3.8 6.0 ND ND ND ND
Arsenic 07-Nov-12 0.094 10.0 0.17 B 0.26 B 0.24 B 1.0 J
NC 2B = 50 µg/L (05/01/07)09-May-13 5.0 10.0 ND ND ND ND
07-Nov-13 5.0 10.0 ND ND ND ND
05-Jun-14 5.0 10.0 ND ND ND ND
20-Nov-14 2.5 10.0 ND ND ND ND
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 3.0 J ND ND ND
Barium 30-Dec-09 1.1 100 25.1 J 34 J NS 3.4 J
NC 2B = NE µg/L (05/01/07)01-Jun-10 1.1 100 28.8 J 31.5 J NS 2.0 J
29-Dec-10 0.20 100 22.3 B 27.8 B 27.9 B 11.3 J
29-Jun-11 5.0 100 40.0 J 39.4 J 39.3 J ND
01-Nov-11 5.0 100 30.1 J 35.2 J 34.3 J ND
01-May-12 5.0 100 66.1 J 35.4 J 33.3 J ND
07-Nov-12 0.39 100 27.6 B 31.5 B 29.9 B 12.2 J
09-May-13 5.0 100 33.6 J 33.8 J 32.6 J ND
07-Nov-13 5.0 100 36.6 J 32.0 J 29.8 J ND
05-Jun-14 5.0 100 31.2 J 35.8 J 33.6 J ND
20-Nov-14 2.5 100 26.6 J 31.2 J 29.4 J ND
27-Apr-15 2.5 100 28.9 J 33.7 J 36.0 J ND
19-Nov-15 2.5 100 45.8 J 44.1 J 43.6 J ND
Cadmium 30-Dec-09 0.2 1.0 ND ND NS ND
NC 2B = 2 µg/L (05/01/07)01-Jun-10 0.2 1.0 0.9 B 0.4 B NS 0.4 J
29-Dec-10 0.50 1.0 ND ND ND ND
29-Jun-11 1.0 1.0 ND ND ND ND
01-Nov-11 1.0 1.0 ND ND ND ND
01-May-12 1.0 1.0 ND ND ND ND
07-Nov-12 0.026 1.000 ND ND ND ND
09-May-13 1.0 1.0 ND ND ND ND
07-Nov-13 1.0 1.0 ND ND ND ND
05-Jun-14 1.0 1.0 ND ND ND ND
20-Nov-14 0.5 1.0 ND ND ND ND
27-Apr-15 0.5 1.0 ND ND ND ND
19-Nov-15 0.5 1.0 ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 4 Joyce Engineering
TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks
Chromium 30-Dec-09 0.7 10.0 ND ND NS ND
NC 2B = 50 µg/L (05/01/07)01-Jun-10 0.7 10.0 1.7 J 1.2 J NS ND
29-Dec-10 0.40 10.0 0.69 J 0.53 J 0.41 J ND
29-Jun-11 5.0 10.0 ND ND ND ND
01-Nov-11 5.0 10.0 ND ND ND ND
01-May-12 5.0 10.0 ND ND ND ND
07-Nov-12 0.030 10.0 0.29 B 0.13 B 0.11 B 0.099 J
09-May-13 5.0 10.0 ND ND ND ND
07-Nov-13 5.0 10.0 ND ND ND ND
05-Jun-14 5.0 10.0 ND ND ND ND
20-Nov-14 2.5 10.0 ND ND 2.7 J ND
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 6.3 J 8.6 J 5.7 J ND
Cobalt 30-Dec-09 0.7 10.0 ND ND NS ND
NC 2B = NE µg/L (05/01/07)01-Jun-10 0.7 10.0 ND ND NS ND
29-Dec-10 0.60 10.0 ND 1.8 J 1.9 J ND
29-Jun-11 5.0 10.0 ND ND ND ND
01-Nov-11 5.0 10.0 ND ND ND ND
01-May-12 5.0 10.0 ND ND ND ND
07-Nov-12 0.053 10.0 0.34 B 0.76 B 0.76 B 0.24 J
09-May-13 5.0 10.0 ND ND ND ND
07-Nov-13 5.0 10.0 ND ND ND ND
05-Jun-14 5.0 10.0 ND ND ND ND
20-Nov-14 2.5 10.0 ND ND ND ND
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 ND ND ND ND
Copper 30-Dec-09 2.0 10.0 ND ND NS ND
NC 2B = 7 µg/L (05/01/07)01-Jun-10 2.0 10.0 6.9 B 5.8 B NS 4.8 J
29-Dec-10 0.30 10.0 0.38 J ND ND ND
29-Jun-11 5.0 10.0 ND ND ND ND
01-Nov-11 5.0 10.0 ND ND ND ND
01-May-12 5.0 10.0 ND ND ND ND
07-Nov-12 0.093 10.0 0.27 B 0.38 B 0.38 B 1.23 J
09-May-13 5.0 10.0 ND ND ND ND
07-Nov-13 5.0 10.0 ND ND ND ND
05-Jun-14 5.0 10.0 ND ND ND ND
20-Nov-14 2.5 10.0 ND ND ND ND
27-Apr-15 2.5 10.0 3.5 B 7.2 B ND 3.2 J
19-Nov-15 2.5 10.0 5.2 J 6.5 J 5.9 J ND
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 4 Joyce Engineering
TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks
Lead 30-Dec-09 2.0 10.0 ND ND NS ND
NC 2B = 25 µg/L (05/01/07)01-Jun-10 2.0 10.0 2.7 B 2.8 B NS 3.2 J
29-Dec-10 4.0 10.0 ND ND ND ND
29-Jun-11 5.0 10.0 ND ND ND ND
01-Nov-11 5.0 10.0 ND ND ND ND
01-May-12 5.0 10.0 ND ND ND ND
07-Nov-12 0.025 10.0 0.071 B 0.049 B 0.060 B 0.58 J
09-May-13 5.0 10.0 ND ND ND ND
07-Nov-13 5.0 10.0 ND ND ND ND
05-Jun-14 5.0 10.0 ND ND ND ND
20-Nov-14 2.5 10.0 ND ND ND ND
27-Apr-15 2.5 10.0 ND ND ND ND
19-Nov-15 2.5 10.0 4.7 J 2.6 J 5.0 J ND
Nickel 07-Nov-12 0.26 50.0 0.46 B 0.39 B 0.35 B 0.84 J
NC 2B = 88 µg/L (05/01/07)09-May-13 5.0 50.0 ND ND ND ND
07-Nov-13 5.0 50.0 ND ND ND ND
05-Jun-14 5.0 50.0 ND ND ND ND
20-Nov-14 2.5 50.0 ND ND ND ND
27-Apr-15 2.5 50.0 ND ND ND ND
19-Nov-15 2.5 50.0 ND 3.0 J ND ND
Vanadium 30-Dec-09 0.4 25.0 2.0 J 0.8 J NS ND
NC 2B = NE µg/L (05/01/07)01-Jun-10 0.4 25.0 2.2 J 2.4 J NS ND
29-Dec-10 0.20 25.0 0.67 B 0.37 B 0.62 B 0.26 J
29-Jun-11 5.0 25.0 ND ND ND ND
01-Nov-11 5.0 25.0 ND ND ND ND
01-May-12 5.0 25.0 ND ND ND ND
07-Nov-12 0.085 25.0 0.63 J 0.44 J 0.52 J ND
09-May-13 5.0 25.0 7.8 J 9.1 J 9.4 J ND
07-Nov-13 5.0 25.0 ND ND ND ND
05-Jun-14 5.0 25.0 ND ND ND ND
20-Nov-14 2.5 25.0 ND ND ND ND
27-Apr-15 2.5 25.0 ND 2.80 J ND ND
19-Nov-15 2.5 25.0 13.9 J 18.8 J 14.4 J ND
Zinc 30-Dec-09 2.7 10.0 6.7 B ND NS 4.7 J
NC 2B = 50 µg/L (05/01/07)01-Jun-10 2.7 10.0 6.7 J 8.7 J NS ND
29-Dec-10 0.40 10.0 ND 1.2 B 1.2 B 12.5
29-Jun-11 10.0 10.0 ND ND ND 10.5
01-Nov-11 10.0 10.0 ND ND ND ND
01-May-12 10.0 10.0 ND ND ND ND
07-Nov-12 1.31 10.0 ND ND 1.56 J ND
09-May-13 10.0 10.0 ND ND ND ND
07-Nov-13 10.0 10.0 ND ND ND ND
05-Jun-14 10.0 10.0 ND ND ND ND
20-Nov-14 5.0 10.0 ND ND ND ND
27-Apr-15 5.0 10.0 8.9 B 10.5 B 9.3 B 7.5 J
19-Nov-15 5.0 10.0 7.5 J 9.2 J 10.1 ND
Town of Kernersville Landfill
Permit No. 34-04 Page 3 of 4 Joyce Engineering
TABLE 4
SUMMARY OF HISTORICAL SURFACE WATER CONSTITUENTS
Sample
Analyte Collection Date DL QL SW-1 SW-2 SW-3 Blanks
Organic Compounds
Acetone 29-Jun-11 2.2 100 2.8 B 3.3 B 4.4 B 5.3 J
NC 2B = NE µg/L (05/01/07)01-Nov-11 2.2 100 ND ND ND 14.6 J
01-May-12 2.2 100 ND ND ND ND
07-Nov-12 0.193 100 ND ND ND ND
09-May-13 10.0 100 ND ND ND 12.0 J
07-Nov-13 10.0 100 ND ND ND ND
05-Jun-14 10.0 100 ND ND ND ND
20-Nov-14 10.0 100 ND ND ND ND
27-Apr-15 10.0 100 12.4 B 10.6 B 13.8 B 20.7 J
19-Nov-15 10.0 100 ND ND ND ND
cis-1,2-Dichloroethene 30-Dec-09 0.1 5.0 ND ND NS ND
NC 2B = NE µg/L (05/01/07)01-Jun-10 0.1 5.0 ND ND NS ND
29-Dec-10 0.19 5.0 ND 0.39 J ND ND
29-Jun-11 0.19 5.0 0.26 J 0.30 J 0.33 J ND
01-Nov-11 0.19 5.0 ND ND ND ND
01-May-12 0.19 5.0 0.31 B ND ND 0.21 (ND)J
07-Nov-12 0.103 5.00 ND ND ND ND
09-May-13 0.19 5.0 ND ND ND ND
07-Nov-13 0.19 5.0 ND 0.38 J ND ND
05-Jun-14 0.19 5.0 ND 0.33 J ND ND
20-Nov-14 0.19 5.0 ND 0.49 J ND ND
27-Apr-15 0.19 5.0 ND ND 0.39 J ND
19-Nov-15 0.19 5.0 ND ND ND ND

Notes:
1. RL = Reporting limit (NC SWSL).
2. All concentrations are in micrograms per liter (ug/L).
3. NC 2B Standard is the surface water quality standard. Classification is currently Freshwater Aquatic Life.
4. NS = Not sampled.
5. SMP = Surface water monitoring point.
6. Blanks = Quality control blanks, including trip, field, and laboratory blanks.
The listed concentration is the highest value reported in all blanks associated with the samples.
7. ND = Not detected at the laboratory's detection limit.
8. J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
9. B = Blank Qualifed
10. Shaded values are greater than the established NC 2B Surface Water Quality Standards.
11. DL = Detection limit.
12. NE = Not established.
Town of Kernersville Landfill
Permit No. 34-04 Page 4 of 4 Joyce Engineering
TABLE 5
SUMMARY OF MNA CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4
Alkalinity, Total as CaCO3 Jun-14 1000.0 5000 ---4600 J 148000 147000 160000 186000
(ug/L)Nov-14 1000.0 5000 ------159000 151000 159000 181000
Apr-15 1000.0 5000 ------141000 134000 146000 166000
Nov-15 1000.0 5000 ------158000 147000 158000 185000
Sulfate Jun-14 2000 250000 ---6500 J ND ND ND ND
(ug/L)Nov-14 1000 250000 ------1760 J 1730 J 1870 J 1560 J
Apr-15 1000 250000 ------ND ND ND ND
Nov-15 1000 250000 ------1190 J 1360 J 1520 J 1240 J
Nitrogen, Nitrate Jun-14 20.0 1000 ---72 J 56 J ND ND ND
(ug/L)Nov-14 10.0 1000 ------45 J ND ND ND
Apr-15 10.0 1000 ------ND ND ND ND
Nov-15 10.0 1000 ------69.4 15.8 13.1 19.1
Ethene Jun-14 0.5 10 ------ND ND ND ND
(ug/L)Nov-14 0.5 10 ------ND ND ND ND
Apr-15 0.5 10 ------ND ND ND 4.1
Nov-15 0.5 10 ------ND ND ND ND
Methane Jun-14 3.3 6.6 ------5530 254 242 515
(ug/L)Nov-14 3.3 6.6 ------4980 159 182 186
Apr-15 3.3 6.6 ------4160 178 188 536
Nov-15 3.3 6 ------6010 220 160 2.6 J
Chloride Jun-14 1000 1000 ---2220 11200 25900 16800 15600
(ug/L)Nov-14 500 1000 ------17100 27900 17300 17100
Apr-15 500 1000 ------12200 26900 17200 17000
Nov-15 500 1000 ------16300 27800 17400 16900
Total Organic Carbon Jun-14 1000 1000 ---3100 10600 8300 1500 8200
(ug/L)Nov-14 500 1000 ------2150 1750 1370 1100
Apr-15 500 1000 ------1510 1720 1380 1630
Nov-15 500 1000 ------889 J 1210 ND 1900
Hydrogen Jun-14 0.13 0.6 ------1.5 1.2 120 3.5
(nM)Nov-14 0.13 0.6 ------2.0 1.1 4.4 1.4
Apr-15 0.13 0.6 ------2.3 1.4 320 4.4
Nov-15 0.13 0.6 ------1.9 1.4 7.4 1.4
BOD, 5 day Jun-14 2000 2000 ---ND ND ND ND ND
(ug/L)Nov-14 2000 2000 ------4900 ND ND ND
Apr-15 2000 2000 ------5670 ND ND ND
Nov-15 2000 2000 ------5000 ND ND ND
Chemical Oxygen Demand Jun-14 12500 25000 ---ND ND ND ND ND
(ug/L)Nov-14 12500 25000 ------ND ND 431000 ND
Apr-15 12500 25000 ------ND ND ND ND
Nov-15 12500 25000 ------ND ND ND 16000 J
Acetic Acid Jun-14 890 5000 ------ND ND ND ND
(ug/L)Nov-14 890 5000 ------ND ND ND ND
Apr-15 890 5000 ------2500 J ND 1700 J ND
Nov-15 160 200 ------ND ND ND ND
Propionic Acid Jun-14 730 5000 ------ND ND ND ND
(ug/L)Nov-14 730 5000 ------ND ND ND ND
Apr-15 730 5000 ------750 J ND ND ND
Nov-15 65 100 ------ND ND ND ND
Total Volatile Fatty Acids Jun-14 ------------ND ND ND ND
(ug/L)Nov-14 ------------ND ND ND ND
Apr-15 ------------3250 ND 1700 ND
Nov-15 ------------ND ND ND ND
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 2 Joyce Engineering
TABLE 5
SUMMARY OF MNA CONSTITUENTS
Sample
Analyte Collection Date DL QL MW-1 MW-6 MW-2 MW-3S MW-3D MW-4
Ferrious Iron Jun-14 ---------------0.00 0.00 0.90
(mg/L)Nov-14 ------------0.50 0.00 0.00 0.50
Apr-15 ------------0.50 0.20 0.00 0.70
Nov-15 ------------0.50 0.00 0.00 0.50
Oxidation Reduction Potential Jun-14 ------------92.6 65.7 15.4 38.3
(mV)Nov-14 ------------53.2 18.1 65.7 59.1
Apr-15 ------------55.9 31.3 43.9 41.5
Nov-15 ------------100.3 57.6 29.4 34.5
pH Jun-14 ------------5.56 6.62 6.05 6.41
(S.U.)Nov-14 ------------6.26 6.37 6.34 6.42
Apr-15 ------------6.12 6.35 6.29 6.46
Nov-15 ------------6.03 6.15 6.06 6.45
Dissovled Carbon Dioxide Jun-14 ---------------55 80 115
(mg/L)Nov-14 ------------65 45 90 35
Apr-15 ------------55 50 85 80
Nov-15 ------------125 115 90 70
Notes:
MW = Monitoring well.
Blanks = Quality control blanks, including trip, field, and laboratory blanks. The listed concentration is the highest value reported in all blanks associated with the samples.
ND = Not detected at the laboratory's detection limit.
J = Estimated value since concentration is less than the laboratory's reporting limit and greater than the detection limit.
B = Probable field and/or laboratory contamination since the concentration is within five times the concentration reported in the associated quality control blanks.
DL = Detection limit.
QL = Quantitation limit (NC SWSL).
--- = Monitoring well was not sampled.
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 2 Joyce Engineering
TABLE 6: BIODEGRADATION SCREENING MATRIX
Parameter Concentration Interpretation Possible Points Awarded Points Awarded
in Plume Points with DP points without DP points
Oxygen < 0.5 mg/L Tolerated, suppresses the reductive pathway at higher 3 0 0
concentrations
> 5 mg/L Not tolerated; however, vinyl chloride may be oxidized -3 0 0
aerobically
Nitrate < 1 mg/L At higher concentrations may compete with reductive 2 2 2
pathway
Iron II (Ferrous Iron)> 1 mg/L Reductive pathway possible; vinyl chloride may be 3 0 0
oxidized under Fe (III) - reducing conditions
Sulfate < 20 mg/L At higher concentrations may compete with reductive 2 2 2
pathway
Sulfide > 1 mg/L Reductive pathway possible 3 0 0
Methane < 0.5 mg/L Vinyl chloride oxidizes 0 0 0
> 0.5 mg/L Ultimate reductive daughter product, vinyl chloride 3 0 0
accumulates
Oxidation Reduction < 50 mV Reductive pathway possible 1 1 1
Potential < -100 mV Reductive pathway likely 2 0 0
pH 5 < pH < 9 Optimal range for reductive pathway 0 0 0
5 > pH > 9 Outside optimal range for reductive pathway -2 0 0
TOC > 20 mg/L Carbon and energy source; drives dechlorination; can 2 0 0
be natural or anthropogenic
Temperature >20o C At T > 20oC biochemical process is accelerated 1 0 0
Carbon Dioxide > 2x background Ultimate oxidative daughter product 1 0 0
Alkalinity > 2x background Results from interaction between CO2 and 1 1 1
aquifer minerals
Chloride > 2x background Daughter product of organic chlorine 2 2 2
Hydrogen > 1 nM Reductive pathway possible 3 3 3
< 1 nM Vinyl chloride oxidizes 0
Volatile Fatty Acids > 0.1 mg/L Intermediates resulting from biodegradation of more 2 0 0
complex compounds; carbon and energy source
BTEX > 0.1 mg/L Carbon and energy source; drives dechlorination 2 0 0
Tetrachloroethene (PCE)---Material released 0 0 0
Trichloroethene (TCE)---Material released 0 0 0
---Daughter product of PCE 2 2 0
Dichloroethenes (DCE)---Material released 0 0 0
Daughter product of TCE 2 2 0
Dichloroethene, cis-1,2,---Material released 0 0 0
---Daughter product of trichlorethene 2 2 0
Vinyl Chloride (VC)---Material released 0 0 0
---Daughter product of DCE 2 2 0
1,1,1-Trichloroethane (TCA)---Material released 0 0 0
1,1-Dichloroethane (DCA)---Material released 0 0 0
Daughter product of TCA 2 2 0
Chloroethane ---Daughter product of dichloroethane or vinyl chloride 0 0 0
under reducing conditions 2 0 0
Ethene/Ethane > 0.01 mg/L Daughter products of vinyl chloride/ethene 2 0 0
> 0.1 mg/L 3 0 0
Chloroform ---Material released 0 0 0
---Daughter product of carbon tetrachloride 2 0 0
Dichloromethane (MC)---Material released 0 0 0
(Methylene Chloride)---Daughter product of chloroform 2 0 0
Based on data collected in November 2015.Total Points Awarded :21 11
mg/L = miligrams per liter
mV = millivolts NOTE: Chloroethane, Methane, TCE, DCE, cis-1,2-DCE, MC, VC, DCA, and CO2 are all present in the plume; however,
nM = Nanometer it is uncertain whether these are primary leachate constituents or daughter products (DPs); therefore, we
C = Celcius have two calculation columns. The first column assumes all of these are daughter products, and the
NA = Not Analyzed second column assumes none of them are. The true score is probably between the two.
BTEX = Sum of Benzene, Toluene, Ethylbenzene, and Total Xylenes
SCORE:Evid. of Nat. Atten.
This screening matrix is prepared in general accordance with the United Stated Environmental Protection Agency's < 5 inadequate
(EPA's) Table 2.3 Analytical Parameters and Weighted for Preliminary Screening for Anaerobic Biodegradation 6-14 limited
Process presented in the EPA's Technical Protocol for Evaluating Natural Attenuation of Chlorinated Solvents 15-19 adequate
in Groundwater, September 1988.> 20 strong
Town of Kernersville Joyce Engineering

Figure

Figure 1 Site Location Map

Drawing

Drawing 1 Potentiometric Surface Contour Map

Appendix I

Laboratory Analytical Report and Field Data Logs

#=CL#
December 22, 2015
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92277051
92277051
Project:
Pace Project No.:
RE:
Mr. Alex Everhart
Joyce Engineering-NC
2211 W. Meadowview Road
Suite 101
Greensboro, NC 27407
TOWN OF KERNERSVILLE
Dear Mr. Everhart:
Enclosed are the analytical results for sample(s) received by the laboratory on November 20, 2015.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
Some analyses have been subcontracted outside of the Pace Network. The subcontracted
laboratory report has been attached.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Godwin
[e-mail]
Project Manager
Enclosures
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 17
#=CL#
December 22, 2015
Page 2
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92277051
cc:Mr. Van Burbach, Joyce Engineering-NC
Alex Everhart, Joyce Engineering-NC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 17
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92277051
TOWN OF KERNERSVILLE
Lab ID Sample ID Matrix Date Collected Date Received
92277051001 3404-MW2 Water 11/19/15 13:14 11/20/15 09:00
92277051002 3404-MW3S Water 11/19/15 10:27 11/20/15 09:00
92277051003 3404-MW3D Water 11/19/15 11:08 11/20/15 09:00
92277051004 3404-MW4 Water 11/19/15 12:05 11/20/15 09:00
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 17
Page 4 of 17
Page 5 of 17
Page 6 of 17
Page 7 of 17
Page 8 of 17
Page 9 of 17
Page 10 of 17
Page 11 of 17
Page 12 of 17
Page 13 of 17
Page 14 of 17
Page 15 of 17
Page 16 of 17
Page 17 of 17
#=CL#
December 03, 2015
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92277056
92277056
Project:
Pace Project No.:
RE:
Mr. Alex Everhart
Joyce Engineering-NC
2211 W. Meadowview Road
Suite 101
Greensboro, NC 27407
TOWN OF KERNERSVILLE
Dear Mr. Everhart:
Enclosed are the analytical results for sample(s) received by the laboratory on November 20, 2015.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Godwin
[e-mail]
Project Manager
Enclosures
cc:Mr. Van Burbach, Joyce Engineering-NC
Alex Everhart, Joyce Engineering-NC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 44
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Charlotte Certification IDs9800 Kincey Ave. Ste 100, Huntersville, NC 28078North Carolina Drinking Water Certification #: 37706
North Carolina Field Services Certification #: 5342North Carolina Wastewater Certification #: 12South Carolina Certification #: 99006001
Florida/NELAP Certification #: E87627Kentucky UST Certification #: 84
West Virginia Certification #: 357Virginia/VELAP Certification #: 460221
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification #: E87648Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40
South Carolina Certification #: 99030001West Virginia Certification #: 356
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 44
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Lab ID Sample ID Matrix Date Collected Date Received
92277056001 3404-MW2 Water 11/19/15 12:41 11/20/15 09:00
92277056002 3404-MW3S Water 11/19/15 10:02 11/20/15 09:00
92277056003 3404-MW3D Water 11/19/15 11:08 11/20/15 09:00
92277056004 3404-MW4 Water 11/19/15 11:34 11/20/15 09:00
92277056005 3404-MW5 Water 11/19/15 09:41 11/20/15 09:00
92277056006 3404-SW1 Water 11/19/15 13:05 11/20/15 09:00
92277056007 3404-SW2 Water 11/19/15 12:55 11/20/15 09:00
92277056008 3404-SW3 Water 11/19/15 11:55 11/20/15 09:00
92277056009 3404-FIELD BLANK Water 11/19/15 13:20 11/20/15 09:00
92277056010 3404-TRIP BLANK Water 11/19/15 08:00 11/20/15 09:00
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 44
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92277056001 3404-MW2 EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056002 3404-MW3S EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056003 3404-MW3D EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056004 3404-MW4 EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056005 3404-MW5 EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056006 3404-SW1 EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056007 3404-SW2 EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056008 3404-SW3 EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056009 3404-FIELD BLANK EPA 6010 15 PASI-ACDF
EPA 8260 50 PASI-CNB
92277056010 3404-TRIP BLANK EPA 8260 50 PASI-CNB
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 44
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92277056001 3404-MW2
Barium 294 ug/L 11/30/15 19:19100EPA 6010
Vanadium 3.1J ug/L 11/30/15 19:1925.0EPA 6010
Benzene 6.0 ug/L 11/21/15 15:431.0EPA 8260
Chlorobenzene 0.31J ug/L 11/21/15 15:433.0EPA 8260
1,4-Dichlorobenzene 4.8 ug/L 11/21/15 15:431.0EPA 8260
1,1-Dichloroethane 20.7 ug/L 11/21/15 15:435.0EPA 8260
1,2-Dichloroethane 0.86J ug/L 11/21/15 15:431.0EPA 8260
cis-1,2-Dichloroethene 44.4 ug/L 11/21/15 15:435.0EPA 8260
trans-1,2-Dichloroethene 1.5J ug/L 11/21/15 15:435.0EPA 8260
1,2-Dichloropropane 4.3 ug/L 11/21/15 15:431.0EPA 8260
Tetrachloroethene 0.90J ug/L 11/21/15 15:431.0EPA 8260
Trichloroethene 4.7 ug/L 11/21/15 15:431.0EPA 8260
Trichlorofluoromethane 0.41J ug/L 11/21/15 15:431.0EPA 8260
Vinyl chloride 7.7 ug/L 11/21/15 15:43 M11.0EPA 8260
92277056002 3404-MW3S
Barium 108 ug/L 11/30/15 19:22100EPA 6010
Cobalt 3.9J ug/L 11/30/15 19:2210.0EPA 6010
Vanadium 4.3J ug/L 11/30/15 19:2225.0EPA 6010
Zinc 23.1 ug/L 11/30/15 19:2210.0EPA 6010
Chlorobenzene 0.81J ug/L 11/21/15 16:003.0EPA 8260
1,4-Dichlorobenzene 1.4 ug/L 11/21/15 16:001.0EPA 8260
1,1-Dichloroethane 0.82J ug/L 11/21/15 16:005.0EPA 8260
1,2-Dichloroethane 0.40J ug/L 11/21/15 16:001.0EPA 8260
cis-1,2-Dichloroethene 5.6 ug/L 11/21/15 16:005.0EPA 8260
Vinyl chloride 2.0 ug/L 11/21/15 16:001.0EPA 8260
92277056003 3404-MW3D
Barium 42.2J ug/L 12/03/15 01:09100EPA 6010
Thallium 8.8 ug/L 12/03/15 01:095.5EPA 6010
Zinc 7.3J ug/L 12/03/15 01:0910.0EPA 6010
Benzene 0.37J ug/L 11/21/15 16:341.0EPA 8260
Chlorobenzene 0.33J ug/L 11/21/15 16:343.0EPA 8260
1,4-Dichlorobenzene 3.5 ug/L 11/21/15 16:341.0EPA 8260
1,1-Dichloroethane 3.1J ug/L 11/21/15 16:345.0EPA 8260
1,2-Dichloroethane 1.1 ug/L 11/21/15 16:341.0EPA 8260
cis-1,2-Dichloroethene 51.2 ug/L 11/21/15 16:345.0EPA 8260
1,2-Dichloropropane 1.1 ug/L 11/21/15 16:341.0EPA 8260
Vinyl chloride 6.7 ug/L 11/21/15 16:341.0EPA 8260
92277056004 3404-MW4
Arsenic 2.7J ug/L 12/03/15 01:1710.0EPA 6010
Barium 101 ug/L 12/03/15 01:17100EPA 6010
Chromium 3.0J ug/L 12/03/15 01:1710.0EPA 6010
Copper 2.6J ug/L 12/03/15 01:1710.0EPA 6010
Nickel 2.6J ug/L 12/03/15 01:1750.0EPA 6010
Thallium 8.8 ug/L 12/03/15 01:175.5EPA 6010
Vanadium 6.5J ug/L 12/03/15 01:1725.0EPA 6010
Zinc 10.7 ug/L 12/03/15 01:1710.0EPA 6010
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 44
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92277056004 3404-MW4
1,4-Dichlorobenzene 2.5 ug/L 11/21/15 16:511.0EPA 8260
1,1-Dichloroethane 1.8J ug/L 11/21/15 16:515.0EPA 8260
cis-1,2-Dichloroethene 18.8 ug/L 11/21/15 16:515.0EPA 8260
Vinyl chloride 17.3 ug/L 11/21/15 16:511.0EPA 8260
92277056005 3404-MW5
Barium 60.3J ug/L 12/03/15 01:21100EPA 6010
Cobalt 3.5J ug/L 12/03/15 01:2110.0EPA 6010
Copper 5.1J ug/L 12/03/15 01:2110.0EPA 6010
Vanadium 3.9J ug/L 12/03/15 01:2125.0EPA 6010
Zinc 16.3 ug/L 12/03/15 01:2110.0EPA 6010
92277056006 3404-SW1
Arsenic 3.0J ug/L 12/03/15 01:2410.0EPA 6010
Barium 45.8J ug/L 12/03/15 01:24100EPA 6010
Chromium 6.3J ug/L 12/03/15 01:2410.0EPA 6010
Copper 5.2J ug/L 12/03/15 01:2410.0EPA 6010
Lead 4.7J ug/L 12/03/15 01:2410.0EPA 6010
Vanadium 13.9J ug/L 12/03/15 01:2425.0EPA 6010
Zinc 7.5J ug/L 12/03/15 01:2410.0EPA 6010
92277056007 3404-SW2
Barium 44.1J ug/L 12/03/15 01:27100EPA 6010
Chromium 8.6J ug/L 12/03/15 01:2710.0EPA 6010
Copper 6.5J ug/L 12/03/15 01:2710.0EPA 6010
Lead 2.6J ug/L 12/03/15 01:2710.0EPA 6010
Nickel 3.0J ug/L 12/03/15 01:2750.0EPA 6010
Vanadium 18.8J ug/L 12/03/15 01:2725.0EPA 6010
Zinc 9.2J ug/L 12/03/15 01:2710.0EPA 6010
92277056008 3404-SW3
Barium 43.6J ug/L 12/03/15 01:30100EPA 6010
Chromium 5.7J ug/L 12/03/15 01:3010.0EPA 6010
Copper 5.9J ug/L 12/03/15 01:3010.0EPA 6010
Lead 5.0J ug/L 12/03/15 01:3010.0EPA 6010
Vanadium 14.4J ug/L 12/03/15 01:3025.0EPA 6010
Zinc 10.1 ug/L 12/03/15 01:3010.0EPA 6010
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW2 Lab ID:92277056001 Collected:11/19/15 12:41 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 11/30/15 19:19 7440-36-011/25/15 22:006.0 3.8 1
Arsenic ND ug/L 11/30/15 19:19 7440-38-211/25/15 22:0010.0 2.5 1
Barium 294 ug/L 11/30/15 19:19 7440-39-311/25/15 22:001002.5 1
Beryllium ND ug/L 11/30/15 19:19 7440-41-711/25/15 22:001.0 0.50 1
Cadmium ND ug/L 11/30/15 19:19 7440-43-911/25/15 22:001.0 0.50 1
Chromium ND ug/L 11/30/15 19:19 7440-47-311/25/15 22:0010.0 2.5 1
Cobalt ND ug/L 11/30/15 19:19 7440-48-411/25/15 22:0010.0 2.5 1
Copper ND ug/L 11/30/15 19:19 7440-50-811/25/15 22:0010.0 2.5 1
Lead ND ug/L 11/30/15 19:19 7439-92-111/25/15 22:0010.0 2.5 1
Nickel ND ug/L 11/30/15 19:19 7440-02-011/25/15 22:0050.0 2.5 1
Selenium ND ug/L 11/30/15 19:19 7782-49-211/25/15 22:0010.0 5.0 1
Silver ND ug/L 11/30/15 19:19 7440-22-411/25/15 22:0010.0 2.5 1
Thallium ND ug/L 12/01/15 19:12 7440-28-011/25/15 22:005.5 5.0 1
Vanadium 3.1J ug/L 11/30/15 19:19 7440-62-211/25/15 22:0025.0 2.5 1
Zinc ND ug/L 11/30/15 19:19 7440-66-611/25/15 22:0010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 15:43 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 15:43 107-13-12001.9 1
Benzene 6.0 ug/L 11/21/15 15:43 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 15:43 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 15:43 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 15:43 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 15:43 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 15:43 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 15:43 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 15:43 56-23-51.0 0.25 1
Chlorobenzene 0.31J ug/L 11/21/15 15:43 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 15:43 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 15:43 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 15:43 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 15:43 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 15:43 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 15:43 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 15:43 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 15:43 95-50-15.0 0.30 1
1,4-Dichlorobenzene 4.8 ug/L 11/21/15 15:43 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 15:43 110-57-6 M11001.0 1
1,1-Dichloroethane 20.7 ug/L 11/21/15 15:43 75-34-35.0 0.32 1
1,2-Dichloroethane 0.86J ug/L 11/21/15 15:43 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 15:43 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 44.4 ug/L 11/21/15 15:43 156-59-25.0 0.19 1
trans-1,2-Dichloroethene 1.5J ug/L 11/21/15 15:43 156-60-55.0 0.49 1
1,2-Dichloropropane 4.3 ug/L 11/21/15 15:43 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 15:43 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 15:43 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW2 Lab ID:92277056001 Collected:11/19/15 12:41 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 15:43 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 15:43 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 15:43 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 15:43 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 15:43 108-10-11000.33 1
Styrene ND ug/L 11/21/15 15:43 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 15:43 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 15:43 79-34-53.0 0.40 1
Tetrachloroethene 0.90J ug/L 11/21/15 15:43 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 15:43 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 15:43 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 15:43 79-00-51.0 0.29 1
Trichloroethene 4.7 ug/L 11/21/15 15:43 79-01-61.0 0.47 1
Trichlorofluoromethane 0.41J ug/L 11/21/15 15:43 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 15:43 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 15:43 108-05-450.0 0.35 1
Vinyl chloride 7.7 ug/L 11/21/15 15:43 75-01-4 M11.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 15:43 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)103 %11/21/15 15:43 460-00-470-130 1
1,2-Dichloroethane-d4 (S)103 %11/21/15 15:43 17060-07-070-130 1
Toluene-d8 (S)101 %11/21/15 15:43 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW3S Lab ID:92277056002 Collected:11/19/15 10:02 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 11/30/15 19:22 7440-36-011/25/15 22:006.0 3.8 1
Arsenic ND ug/L 11/30/15 19:22 7440-38-211/25/15 22:0010.0 2.5 1
Barium 108 ug/L 11/30/15 19:22 7440-39-311/25/15 22:001002.5 1
Beryllium ND ug/L 11/30/15 19:22 7440-41-711/25/15 22:001.0 0.50 1
Cadmium ND ug/L 11/30/15 19:22 7440-43-911/25/15 22:001.0 0.50 1
Chromium ND ug/L 11/30/15 19:22 7440-47-311/25/15 22:0010.0 2.5 1
Cobalt 3.9J ug/L 11/30/15 19:22 7440-48-411/25/15 22:0010.0 2.5 1
Copper ND ug/L 11/30/15 19:22 7440-50-811/25/15 22:0010.0 2.5 1
Lead ND ug/L 11/30/15 19:22 7439-92-111/25/15 22:0010.0 2.5 1
Nickel ND ug/L 11/30/15 19:22 7440-02-011/25/15 22:0050.0 2.5 1
Selenium ND ug/L 11/30/15 19:22 7782-49-211/25/15 22:0010.0 5.0 1
Silver ND ug/L 11/30/15 19:22 7440-22-411/25/15 22:0010.0 2.5 1
Thallium ND ug/L 12/01/15 19:15 7440-28-011/25/15 22:005.5 5.0 1
Vanadium 4.3J ug/L 11/30/15 19:22 7440-62-211/25/15 22:0025.0 2.5 1
Zinc 23.1 ug/L 11/30/15 19:22 7440-66-611/25/15 22:0010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 16:00 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 16:00 107-13-12001.9 1
Benzene ND ug/L 11/21/15 16:00 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 16:00 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 16:00 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 16:00 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 16:00 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 16:00 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 16:00 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 16:00 56-23-51.0 0.25 1
Chlorobenzene 0.81J ug/L 11/21/15 16:00 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 16:00 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 16:00 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 16:00 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 16:00 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 16:00 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 16:00 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 16:00 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 16:00 95-50-15.0 0.30 1
1,4-Dichlorobenzene 1.4 ug/L 11/21/15 16:00 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 16:00 110-57-61001.0 1
1,1-Dichloroethane 0.82J ug/L 11/21/15 16:00 75-34-35.0 0.32 1
1,2-Dichloroethane 0.40J ug/L 11/21/15 16:00 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 16:00 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 5.6 ug/L 11/21/15 16:00 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 16:00 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 16:00 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 16:00 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 16:00 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW3S Lab ID:92277056002 Collected:11/19/15 10:02 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 16:00 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 16:00 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 16:00 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 16:00 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 16:00 108-10-11000.33 1
Styrene ND ug/L 11/21/15 16:00 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 16:00 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 16:00 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 16:00 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 16:00 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 16:00 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 16:00 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 16:00 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 16:00 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 16:00 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 16:00 108-05-450.0 0.35 1
Vinyl chloride 2.0 ug/L 11/21/15 16:00 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 16:00 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)105 %11/21/15 16:00 460-00-470-130 1
1,2-Dichloroethane-d4 (S)102 %11/21/15 16:00 17060-07-070-130 1
Toluene-d8 (S)101 %11/21/15 16:00 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW3D Lab ID:92277056003 Collected:11/19/15 11:08 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 12/03/15 01:09 7440-36-011/25/15 23:306.0 3.8 1
Arsenic ND ug/L 12/03/15 01:09 7440-38-211/25/15 23:3010.0 2.5 1
Barium 42.2J ug/L 12/03/15 01:09 7440-39-311/25/15 23:301002.5 1
Beryllium ND ug/L 12/03/15 01:09 7440-41-711/25/15 23:301.0 0.50 1
Cadmium ND ug/L 12/03/15 01:09 7440-43-911/25/15 23:301.0 0.50 1
Chromium ND ug/L 12/03/15 01:09 7440-47-311/25/15 23:3010.0 2.5 1
Cobalt ND ug/L 12/03/15 01:09 7440-48-411/25/15 23:3010.0 2.5 1
Copper ND ug/L 12/03/15 01:09 7440-50-811/25/15 23:3010.0 2.5 1
Lead ND ug/L 12/03/15 01:09 7439-92-111/25/15 23:3010.0 2.5 1
Nickel ND ug/L 12/03/15 01:09 7440-02-011/25/15 23:3050.0 2.5 1
Selenium ND ug/L 12/03/15 01:09 7782-49-211/25/15 23:3010.0 5.0 1
Silver ND ug/L 12/03/15 01:09 7440-22-411/25/15 23:3010.0 2.5 1
Thallium 8.8 ug/L 12/03/15 01:09 7440-28-011/25/15 23:305.5 5.0 1
Vanadium ND ug/L 12/03/15 01:09 7440-62-211/25/15 23:3025.0 2.5 1
Zinc 7.3J ug/L 12/03/15 01:09 7440-66-611/25/15 23:3010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 16:34 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 16:34 107-13-12001.9 1
Benzene 0.37J ug/L 11/21/15 16:34 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 16:34 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 16:34 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 16:34 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 16:34 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 16:34 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 16:34 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 16:34 56-23-51.0 0.25 1
Chlorobenzene 0.33J ug/L 11/21/15 16:34 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 16:34 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 16:34 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 16:34 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 16:34 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 16:34 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 16:34 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 16:34 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 16:34 95-50-15.0 0.30 1
1,4-Dichlorobenzene 3.5 ug/L 11/21/15 16:34 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 16:34 110-57-61001.0 1
1,1-Dichloroethane 3.1J ug/L 11/21/15 16:34 75-34-35.0 0.32 1
1,2-Dichloroethane 1.1 ug/L 11/21/15 16:34 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 16:34 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 51.2 ug/L 11/21/15 16:34 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 16:34 156-60-55.0 0.49 1
1,2-Dichloropropane 1.1 ug/L 11/21/15 16:34 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 16:34 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 16:34 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW3D Lab ID:92277056003 Collected:11/19/15 11:08 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 16:34 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 16:34 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 16:34 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 16:34 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 16:34 108-10-11000.33 1
Styrene ND ug/L 11/21/15 16:34 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 16:34 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 16:34 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 16:34 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 16:34 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 16:34 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 16:34 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 16:34 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 16:34 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 16:34 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 16:34 108-05-450.0 0.35 1
Vinyl chloride 6.7 ug/L 11/21/15 16:34 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 16:34 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)104 %11/21/15 16:34 460-00-470-130 1
1,2-Dichloroethane-d4 (S)101 %11/21/15 16:34 17060-07-070-130 1
Toluene-d8 (S)101 %11/21/15 16:34 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW4 Lab ID:92277056004 Collected:11/19/15 11:34 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 12/03/15 01:17 7440-36-011/25/15 23:306.0 3.8 1
Arsenic 2.7J ug/L 12/03/15 01:17 7440-38-211/25/15 23:3010.0 2.5 1
Barium 101 ug/L 12/03/15 01:17 7440-39-311/25/15 23:301002.5 1
Beryllium ND ug/L 12/03/15 01:17 7440-41-711/25/15 23:301.0 0.50 1
Cadmium ND ug/L 12/03/15 01:17 7440-43-911/25/15 23:301.0 0.50 1
Chromium 3.0J ug/L 12/03/15 01:17 7440-47-311/25/15 23:3010.0 2.5 1
Cobalt ND ug/L 12/03/15 01:17 7440-48-411/25/15 23:3010.0 2.5 1
Copper 2.6J ug/L 12/03/15 01:17 7440-50-811/25/15 23:3010.0 2.5 1
Lead ND ug/L 12/03/15 01:17 7439-92-111/25/15 23:3010.0 2.5 1
Nickel 2.6J ug/L 12/03/15 01:17 7440-02-011/25/15 23:3050.0 2.5 1
Selenium ND ug/L 12/03/15 01:17 7782-49-211/25/15 23:3010.0 5.0 1
Silver ND ug/L 12/03/15 01:17 7440-22-411/25/15 23:3010.0 2.5 1
Thallium 8.8 ug/L 12/03/15 01:17 7440-28-011/25/15 23:305.5 5.0 1
Vanadium 6.5J ug/L 12/03/15 01:17 7440-62-211/25/15 23:3025.0 2.5 1
Zinc 10.7 ug/L 12/03/15 01:17 7440-66-611/25/15 23:3010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 16:51 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 16:51 107-13-12001.9 1
Benzene ND ug/L 11/21/15 16:51 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 16:51 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 16:51 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 16:51 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 16:51 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 16:51 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 16:51 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 16:51 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 11/21/15 16:51 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 16:51 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 16:51 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 16:51 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 16:51 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 16:51 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 16:51 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 16:51 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 16:51 95-50-15.0 0.30 1
1,4-Dichlorobenzene 2.5 ug/L 11/21/15 16:51 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 16:51 110-57-61001.0 1
1,1-Dichloroethane 1.8J ug/L 11/21/15 16:51 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 11/21/15 16:51 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 16:51 75-35-45.0 0.56 1
cis-1,2-Dichloroethene 18.8 ug/L 11/21/15 16:51 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 16:51 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 16:51 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 16:51 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 16:51 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW4 Lab ID:92277056004 Collected:11/19/15 11:34 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 16:51 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 16:51 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 16:51 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 16:51 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 16:51 108-10-11000.33 1
Styrene ND ug/L 11/21/15 16:51 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 16:51 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 16:51 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 16:51 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 16:51 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 16:51 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 16:51 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 16:51 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 16:51 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 16:51 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 16:51 108-05-450.0 0.35 1
Vinyl chloride 17.3 ug/L 11/21/15 16:51 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 16:51 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)104 %11/21/15 16:51 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %11/21/15 16:51 17060-07-070-130 1
Toluene-d8 (S)101 %11/21/15 16:51 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW5 Lab ID:92277056005 Collected:11/19/15 09:41 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 12/03/15 01:21 7440-36-011/25/15 23:306.0 3.8 1
Arsenic ND ug/L 12/03/15 01:21 7440-38-211/25/15 23:3010.0 2.5 1
Barium 60.3J ug/L 12/03/15 01:21 7440-39-311/25/15 23:301002.5 1
Beryllium ND ug/L 12/03/15 01:21 7440-41-711/25/15 23:301.0 0.50 1
Cadmium ND ug/L 12/03/15 01:21 7440-43-911/25/15 23:301.0 0.50 1
Chromium ND ug/L 12/03/15 01:21 7440-47-311/25/15 23:3010.0 2.5 1
Cobalt 3.5J ug/L 12/03/15 01:21 7440-48-411/25/15 23:3010.0 2.5 1
Copper 5.1J ug/L 12/03/15 01:21 7440-50-811/25/15 23:3010.0 2.5 1
Lead ND ug/L 12/03/15 01:21 7439-92-111/25/15 23:3010.0 2.5 1
Nickel ND ug/L 12/03/15 01:21 7440-02-011/25/15 23:3050.0 2.5 1
Selenium ND ug/L 12/03/15 01:21 7782-49-211/25/15 23:3010.0 5.0 1
Silver ND ug/L 12/03/15 01:21 7440-22-411/25/15 23:3010.0 2.5 1
Thallium ND ug/L 12/03/15 01:21 7440-28-011/25/15 23:305.5 5.0 1
Vanadium 3.9J ug/L 12/03/15 01:21 7440-62-211/25/15 23:3025.0 2.5 1
Zinc 16.3 ug/L 12/03/15 01:21 7440-66-611/25/15 23:3010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 17:09 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 17:09 107-13-12001.9 1
Benzene ND ug/L 11/21/15 17:09 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 17:09 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 17:09 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 17:09 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 17:09 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 17:09 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 17:09 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 17:09 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 11/21/15 17:09 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 17:09 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 17:09 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 17:09 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 17:09 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 17:09 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 17:09 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 17:09 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 17:09 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 11/21/15 17:09 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 17:09 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 11/21/15 17:09 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 11/21/15 17:09 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 17:09 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 11/21/15 17:09 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 17:09 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 17:09 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 17:09 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 17:09 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-MW5 Lab ID:92277056005 Collected:11/19/15 09:41 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 17:09 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 17:09 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 17:09 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 17:09 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 17:09 108-10-11000.33 1
Styrene ND ug/L 11/21/15 17:09 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 17:09 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 17:09 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 17:09 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 17:09 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 17:09 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 17:09 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 17:09 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 17:09 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 17:09 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 17:09 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 11/21/15 17:09 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 17:09 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)107 %11/21/15 17:09 460-00-470-130 1
1,2-Dichloroethane-d4 (S)99 %11/21/15 17:09 17060-07-070-130 1
Toluene-d8 (S)100 %11/21/15 17:09 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-SW1 Lab ID:92277056006 Collected:11/19/15 13:05 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 12/03/15 01:24 7440-36-011/25/15 23:306.0 3.8 1
Arsenic 3.0J ug/L 12/03/15 01:24 7440-38-211/25/15 23:3010.0 2.5 1
Barium 45.8J ug/L 12/03/15 01:24 7440-39-311/25/15 23:301002.5 1
Beryllium ND ug/L 12/03/15 01:24 7440-41-711/25/15 23:301.0 0.50 1
Cadmium ND ug/L 12/03/15 01:24 7440-43-911/25/15 23:301.0 0.50 1
Chromium 6.3J ug/L 12/03/15 01:24 7440-47-311/25/15 23:3010.0 2.5 1
Cobalt ND ug/L 12/03/15 01:24 7440-48-411/25/15 23:3010.0 2.5 1
Copper 5.2J ug/L 12/03/15 01:24 7440-50-811/25/15 23:3010.0 2.5 1
Lead 4.7J ug/L 12/03/15 01:24 7439-92-111/25/15 23:3010.0 2.5 1
Nickel ND ug/L 12/03/15 01:24 7440-02-011/25/15 23:3050.0 2.5 1
Selenium ND ug/L 12/03/15 01:24 7782-49-211/25/15 23:3010.0 5.0 1
Silver ND ug/L 12/03/15 01:24 7440-22-411/25/15 23:3010.0 2.5 1
Thallium ND ug/L 12/03/15 01:24 7440-28-011/25/15 23:305.5 5.0 1
Vanadium 13.9J ug/L 12/03/15 01:24 7440-62-211/25/15 23:3025.0 2.5 1
Zinc 7.5J ug/L 12/03/15 01:24 7440-66-611/25/15 23:3010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 17:26 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 17:26 107-13-12001.9 1
Benzene ND ug/L 11/21/15 17:26 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 17:26 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 17:26 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 17:26 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 17:26 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 17:26 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 17:26 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 17:26 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 11/21/15 17:26 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 17:26 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 17:26 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 17:26 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 17:26 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 17:26 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 17:26 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 17:26 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 17:26 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 11/21/15 17:26 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 17:26 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 11/21/15 17:26 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 11/21/15 17:26 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 17:26 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 11/21/15 17:26 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 17:26 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 17:26 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 17:26 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 17:26 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-SW1 Lab ID:92277056006 Collected:11/19/15 13:05 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 17:26 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 17:26 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 17:26 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 17:26 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 17:26 108-10-11000.33 1
Styrene ND ug/L 11/21/15 17:26 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 17:26 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 17:26 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 17:26 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 17:26 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 17:26 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 17:26 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 17:26 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 17:26 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 17:26 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 17:26 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 11/21/15 17:26 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 17:26 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)104 %11/21/15 17:26 460-00-470-130 1
1,2-Dichloroethane-d4 (S)102 %11/21/15 17:26 17060-07-070-130 1
Toluene-d8 (S)101 %11/21/15 17:26 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-SW2 Lab ID:92277056007 Collected:11/19/15 12:55 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 12/03/15 01:27 7440-36-011/25/15 23:306.0 3.8 1
Arsenic ND ug/L 12/03/15 01:27 7440-38-211/25/15 23:3010.0 2.5 1
Barium 44.1J ug/L 12/03/15 01:27 7440-39-311/25/15 23:301002.5 1
Beryllium ND ug/L 12/03/15 01:27 7440-41-711/25/15 23:301.0 0.50 1
Cadmium ND ug/L 12/03/15 01:27 7440-43-911/25/15 23:301.0 0.50 1
Chromium 8.6J ug/L 12/03/15 01:27 7440-47-311/25/15 23:3010.0 2.5 1
Cobalt ND ug/L 12/03/15 01:27 7440-48-411/25/15 23:3010.0 2.5 1
Copper 6.5J ug/L 12/03/15 01:27 7440-50-811/25/15 23:3010.0 2.5 1
Lead 2.6J ug/L 12/03/15 01:27 7439-92-111/25/15 23:3010.0 2.5 1
Nickel 3.0J ug/L 12/03/15 01:27 7440-02-011/25/15 23:3050.0 2.5 1
Selenium ND ug/L 12/03/15 01:27 7782-49-211/25/15 23:3010.0 5.0 1
Silver ND ug/L 12/03/15 01:27 7440-22-411/25/15 23:3010.0 2.5 1
Thallium ND ug/L 12/03/15 01:27 7440-28-011/25/15 23:305.5 5.0 1
Vanadium 18.8J ug/L 12/03/15 01:27 7440-62-211/25/15 23:3025.0 2.5 1
Zinc 9.2J ug/L 12/03/15 01:27 7440-66-611/25/15 23:3010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 17:43 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 17:43 107-13-12001.9 1
Benzene ND ug/L 11/21/15 17:43 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 17:43 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 17:43 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 17:43 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 17:43 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 17:43 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 17:43 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 17:43 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 11/21/15 17:43 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 17:43 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 17:43 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 17:43 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 17:43 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 17:43 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 17:43 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 17:43 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 17:43 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 11/21/15 17:43 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 17:43 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 11/21/15 17:43 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 11/21/15 17:43 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 17:43 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 11/21/15 17:43 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 17:43 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 17:43 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 17:43 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 17:43 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 19 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-SW2 Lab ID:92277056007 Collected:11/19/15 12:55 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 17:43 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 17:43 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 17:43 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 17:43 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 17:43 108-10-11000.33 1
Styrene ND ug/L 11/21/15 17:43 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 17:43 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 17:43 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 17:43 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 17:43 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 17:43 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 17:43 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 17:43 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 17:43 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 17:43 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 17:43 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 11/21/15 17:43 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 17:43 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)104 %11/21/15 17:43 460-00-470-130 1
1,2-Dichloroethane-d4 (S)102 %11/21/15 17:43 17060-07-070-130 1
Toluene-d8 (S)103 %11/21/15 17:43 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-SW3 Lab ID:92277056008 Collected:11/19/15 11:55 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 12/03/15 01:30 7440-36-011/25/15 23:306.0 3.8 1
Arsenic ND ug/L 12/03/15 01:30 7440-38-211/25/15 23:3010.0 2.5 1
Barium 43.6J ug/L 12/03/15 01:30 7440-39-311/25/15 23:301002.5 1
Beryllium ND ug/L 12/03/15 01:30 7440-41-711/25/15 23:301.0 0.50 1
Cadmium ND ug/L 12/03/15 01:30 7440-43-911/25/15 23:301.0 0.50 1
Chromium 5.7J ug/L 12/03/15 01:30 7440-47-311/25/15 23:3010.0 2.5 1
Cobalt ND ug/L 12/03/15 01:30 7440-48-411/25/15 23:3010.0 2.5 1
Copper 5.9J ug/L 12/03/15 01:30 7440-50-811/25/15 23:3010.0 2.5 1
Lead 5.0J ug/L 12/03/15 01:30 7439-92-111/25/15 23:3010.0 2.5 1
Nickel ND ug/L 12/03/15 01:30 7440-02-011/25/15 23:3050.0 2.5 1
Selenium ND ug/L 12/03/15 01:30 7782-49-211/25/15 23:3010.0 5.0 1
Silver ND ug/L 12/03/15 01:30 7440-22-411/25/15 23:3010.0 2.5 1
Thallium ND ug/L 12/03/15 01:30 7440-28-011/25/15 23:305.5 5.0 1
Vanadium 14.4J ug/L 12/03/15 01:30 7440-62-211/25/15 23:3025.0 2.5 1
Zinc 10.1 ug/L 12/03/15 01:30 7440-66-611/25/15 23:3010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 18:00 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 18:00 107-13-12001.9 1
Benzene ND ug/L 11/21/15 18:00 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 18:00 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 18:00 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 18:00 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 18:00 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 18:00 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 18:00 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 18:00 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 11/21/15 18:00 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 18:00 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 18:00 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 18:00 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 18:00 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 18:00 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 18:00 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 18:00 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 18:00 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 11/21/15 18:00 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 18:00 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 11/21/15 18:00 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 11/21/15 18:00 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 18:00 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 11/21/15 18:00 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 18:00 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 18:00 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 18:00 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 18:00 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-SW3 Lab ID:92277056008 Collected:11/19/15 11:55 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 18:00 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 18:00 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 18:00 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 18:00 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 18:00 108-10-11000.33 1
Styrene ND ug/L 11/21/15 18:00 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 18:00 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 18:00 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 18:00 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 18:00 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 18:00 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 18:00 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 18:00 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 18:00 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 18:00 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 18:00 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 11/21/15 18:00 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 18:00 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)103 %11/21/15 18:00 460-00-470-130 1
1,2-Dichloroethane-d4 (S)100 %11/21/15 18:00 17060-07-070-130 1
Toluene-d8 (S)100 %11/21/15 18:00 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 22 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-FIELD BLANK Lab ID:92277056009 Collected:11/19/15 13:20 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 6010 Preparation Method: EPA 30106010 ICP Groundwater
Antimony ND ug/L 12/03/15 01:33 7440-36-011/25/15 23:306.0 3.8 1
Arsenic ND ug/L 12/03/15 01:33 7440-38-211/25/15 23:3010.0 2.5 1
Barium ND ug/L 12/03/15 01:33 7440-39-311/25/15 23:301002.5 1
Beryllium ND ug/L 12/03/15 01:33 7440-41-711/25/15 23:301.0 0.50 1
Cadmium ND ug/L 12/03/15 01:33 7440-43-911/25/15 23:301.0 0.50 1
Chromium ND ug/L 12/03/15 01:33 7440-47-311/25/15 23:3010.0 2.5 1
Cobalt ND ug/L 12/03/15 01:33 7440-48-411/25/15 23:3010.0 2.5 1
Copper ND ug/L 12/03/15 01:33 7440-50-811/25/15 23:3010.0 2.5 1
Lead ND ug/L 12/03/15 01:33 7439-92-111/25/15 23:3010.0 2.5 1
Nickel ND ug/L 12/03/15 01:33 7440-02-011/25/15 23:3050.0 2.5 1
Selenium ND ug/L 12/03/15 01:33 7782-49-211/25/15 23:3010.0 5.0 1
Silver ND ug/L 12/03/15 01:33 7440-22-411/25/15 23:3010.0 2.5 1
Thallium ND ug/L 12/03/15 01:33 7440-28-011/25/15 23:305.5 5.0 1
Vanadium ND ug/L 12/03/15 01:33 7440-62-211/25/15 23:3025.0 2.5 1
Zinc ND ug/L 12/03/15 01:33 7440-66-611/25/15 23:3010.0 5.0 1
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 20:33 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 20:33 107-13-12001.9 1
Benzene ND ug/L 11/21/15 20:33 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 20:33 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 20:33 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 20:33 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 20:33 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 20:33 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 20:33 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 20:33 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 11/21/15 20:33 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 20:33 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 20:33 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 20:33 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 20:33 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 20:33 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 20:33 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 20:33 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 20:33 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 11/21/15 20:33 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 20:33 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 11/21/15 20:33 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 11/21/15 20:33 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 20:33 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 11/21/15 20:33 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 20:33 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 20:33 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 20:33 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 20:33 10061-02-61.0 0.26 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 23 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-FIELD BLANK Lab ID:92277056009 Collected:11/19/15 13:20 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Ethylbenzene ND ug/L 11/21/15 20:33 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 20:33 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 20:33 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 20:33 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 20:33 108-10-11000.33 1
Styrene ND ug/L 11/21/15 20:33 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 20:33 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 20:33 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 20:33 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 20:33 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 20:33 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 20:33 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 20:33 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 20:33 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 20:33 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 20:33 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 11/21/15 20:33 75-01-41.0 0.62 1
Xylene (Total)ND ug/L 11/21/15 20:33 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)103 %11/21/15 20:33 460-00-470-130 1
1,2-Dichloroethane-d4 (S)102 %11/21/15 20:33 17060-07-070-130 1
Toluene-d8 (S)100 %11/21/15 20:33 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 24 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-TRIP BLANK Lab ID:92277056010 Collected:11/19/15 08:00 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Acetone ND ug/L 11/21/15 20:50 67-64-110010.0 1
Acrylonitrile ND ug/L 11/21/15 20:50 107-13-12001.9 1
Benzene ND ug/L 11/21/15 20:50 71-43-21.0 0.25 1
Bromochloromethane ND ug/L 11/21/15 20:50 74-97-53.0 0.17 1
Bromodichloromethane ND ug/L 11/21/15 20:50 75-27-41.0 0.18 1
Bromoform ND ug/L 11/21/15 20:50 75-25-23.0 0.26 1
Bromomethane ND ug/L 11/21/15 20:50 74-83-910.0 0.29 1
2-Butanone (MEK)ND ug/L 11/21/15 20:50 78-93-31000.96 1
Carbon disulfide ND ug/L 11/21/15 20:50 75-15-01001.2 1
Carbon tetrachloride ND ug/L 11/21/15 20:50 56-23-51.0 0.25 1
Chlorobenzene ND ug/L 11/21/15 20:50 108-90-73.0 0.23 1
Chloroethane ND ug/L 11/21/15 20:50 75-00-310.0 0.54 1
Chloroform ND ug/L 11/21/15 20:50 67-66-35.0 0.14 1
Chloromethane ND ug/L 11/21/15 20:50 74-87-31.0 0.11 1
1,2-Dibromo-3-chloropropane ND ug/L 11/21/15 20:50 96-12-813.0 2.0 1
Dibromochloromethane ND ug/L 11/21/15 20:50 124-48-13.0 0.21 1
1,2-Dibromoethane (EDB)ND ug/L 11/21/15 20:50 106-93-41.0 0.27 1
Dibromomethane ND ug/L 11/21/15 20:50 74-95-310.0 0.21 1
1,2-Dichlorobenzene ND ug/L 11/21/15 20:50 95-50-15.0 0.30 1
1,4-Dichlorobenzene ND ug/L 11/21/15 20:50 106-46-71.0 0.33 1
trans-1,4-Dichloro-2-butene ND ug/L 11/21/15 20:50 110-57-61001.0 1
1,1-Dichloroethane ND ug/L 11/21/15 20:50 75-34-35.0 0.32 1
1,2-Dichloroethane ND ug/L 11/21/15 20:50 107-06-21.0 0.24 1
1,1-Dichloroethene ND ug/L 11/21/15 20:50 75-35-45.0 0.56 1
cis-1,2-Dichloroethene ND ug/L 11/21/15 20:50 156-59-25.0 0.19 1
trans-1,2-Dichloroethene ND ug/L 11/21/15 20:50 156-60-55.0 0.49 1
1,2-Dichloropropane ND ug/L 11/21/15 20:50 78-87-51.0 0.27 1
cis-1,3-Dichloropropene ND ug/L 11/21/15 20:50 10061-01-51.0 0.13 1
trans-1,3-Dichloropropene ND ug/L 11/21/15 20:50 10061-02-61.0 0.26 1
Ethylbenzene ND ug/L 11/21/15 20:50 100-41-41.0 0.30 1
2-Hexanone ND ug/L 11/21/15 20:50 591-78-650.0 0.46 1
Iodomethane ND ug/L 11/21/15 20:50 74-88-410.0 0.32 1
Methylene Chloride ND ug/L 11/21/15 20:50 75-09-21.0 0.97 1
4-Methyl-2-pentanone (MIBK)ND ug/L 11/21/15 20:50 108-10-11000.33 1
Styrene ND ug/L 11/21/15 20:50 100-42-51.0 0.26 1
1,1,1,2-Tetrachloroethane ND ug/L 11/21/15 20:50 630-20-65.0 0.33 1
1,1,2,2-Tetrachloroethane ND ug/L 11/21/15 20:50 79-34-53.0 0.40 1
Tetrachloroethene ND ug/L 11/21/15 20:50 127-18-41.0 0.46 1
Toluene ND ug/L 11/21/15 20:50 108-88-31.0 0.26 1
1,1,1-Trichloroethane ND ug/L 11/21/15 20:50 71-55-61.0 0.48 1
1,1,2-Trichloroethane ND ug/L 11/21/15 20:50 79-00-51.0 0.29 1
Trichloroethene ND ug/L 11/21/15 20:50 79-01-61.0 0.47 1
Trichlorofluoromethane ND ug/L 11/21/15 20:50 75-69-41.0 0.20 1
1,2,3-Trichloropropane ND ug/L 11/21/15 20:50 96-18-41.0 0.41 1
Vinyl acetate ND ug/L 11/21/15 20:50 108-05-450.0 0.35 1
Vinyl chloride ND ug/L 11/21/15 20:50 75-01-41.0 0.62 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 25 of 44
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Sample:3404-TRIP BLANK Lab ID:92277056010 Collected:11/19/15 08:00 Received:11/20/15 09:00 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: EPA 82608260 MSV Low Level Landfill
Xylene (Total)ND ug/L 11/21/15 20:50 1330-20-75.0 0.66 1
Surrogates
4-Bromofluorobenzene (S)105 %11/21/15 20:50 460-00-470-130 1
1,2-Dichloroethane-d4 (S)103 %11/21/15 20:50 17060-07-070-130 1
Toluene-d8 (S)102 %11/21/15 20:50 2037-26-570-130 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 26 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/20122
EPA 3010
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples:92277056001, 92277056002
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1615891
Associated Lab Samples:92277056001, 92277056002
Matrix:Water
AnalyzedMDL
Antimony ug/L ND 6.0 12/01/15 16:213.8
Arsenic ug/L ND 10.0 12/01/15 16:212.5
Barium ug/L ND 100 12/01/15 16:212.5
Beryllium ug/L ND 1.0 12/01/15 16:210.50
Cadmium ug/L ND 1.0 12/01/15 16:210.50
Chromium ug/L ND 10.0 12/01/15 16:212.5
Cobalt ug/L ND 10.0 12/01/15 16:212.5
Copper ug/L ND 10.0 12/01/15 16:212.5
Lead ug/L ND 10.0 12/01/15 16:212.5
Nickel ug/L ND 50.0 12/01/15 16:212.5
Selenium ug/L ND 10.0 12/01/15 16:215.0
Silver ug/L ND 10.0 12/01/15 16:212.5
Thallium ug/L ND 5.5 12/01/15 17:425.0
Vanadium ug/L ND 25.0 12/01/15 16:212.5
Zinc ug/L ND 10.0 12/01/15 16:215.0
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1615892LABORATORY CONTROL SAMPLE:
LCSSpike
Antimony ug/L 485500 97 80-120
Arsenic ug/L 463500 93 80-120
Barium ug/L 479500 96 80-120
Beryllium ug/L 480500 96 80-120
Cadmium ug/L 477500 95 80-120
Chromium ug/L 474500 95 80-120
Cobalt ug/L 479500 96 80-120
Copper ug/L 484500 97 80-120
Lead ug/L 474500 95 80-120
Nickel ug/L 478500 96 80-120
Selenium ug/L 468500 94 80-120
Silver ug/L 228250 91 80-120
Thallium ug/L 465500 93 80-120
Vanadium ug/L 475500 95 80-120
Zinc ug/L 474500 95 80-120
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 27 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1615893MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92276295009
1615894
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Antimony ug/L 500 98 75-12592 7 25500ND493461
Arsenic ug/L 500 96 75-12589 7 25500ND480447
Barium ug/L 500 97 75-12592 4 2550092.7 578 554
Beryllium ug/L 500 98 75-12592 6 25500ND489461
Cadmium ug/L 500 97 75-12591 7 25500ND487453
Chromium ug/L 500 96 75-12591 5 25500ND481457
Cobalt ug/L 500 95 75-12589 6 255002.5J 478 449
Copper ug/L 500 99 75-12593 6 25500ND498467
Lead ug/L 500 94 75-12588 7 25500ND473442
Nickel ug/L 500 95 75-12589 6 25500ND476447
Selenium ug/L 500 95 75-12589 7 25500ND478445
Silver ug/L 250 94 75-12588 7 25250ND236220
Thallium ug/L 500 97 75-12590 8 25500ND488453
Vanadium ug/L 500 98 75-12592 6 255003.7J 491 462
Zinc ug/L 500 94 75-12588 6 25500ND468442
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 28 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MPRP/20123
EPA 3010
EPA 6010
6010 MET NC Groundwater
Associated Lab Samples:92277056003, 92277056004, 92277056005, 92277056006, 92277056007, 92277056008, 92277056009
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1615895
Associated Lab Samples:92277056003, 92277056004, 92277056005, 92277056006, 92277056007, 92277056008, 92277056009
Matrix:Water
AnalyzedMDL
Antimony ug/L ND 6.0 12/03/15 00:533.8
Arsenic ug/L ND 10.0 12/03/15 00:532.5
Barium ug/L ND 100 12/03/15 00:532.5
Beryllium ug/L ND 1.0 12/03/15 00:530.50
Cadmium ug/L ND 1.0 12/03/15 00:530.50
Chromium ug/L ND 10.0 12/03/15 00:532.5
Cobalt ug/L ND 10.0 12/03/15 00:532.5
Copper ug/L ND 10.0 12/03/15 00:532.5
Lead ug/L ND 10.0 12/03/15 00:532.5
Nickel ug/L ND 50.0 12/03/15 00:532.5
Selenium ug/L ND 10.0 12/03/15 00:535.0
Silver ug/L ND 10.0 12/03/15 00:532.5
Thallium ug/L ND 5.5 12/03/15 00:535.0
Vanadium ug/L ND 25.0 12/03/15 00:532.5
Zinc ug/L ND 10.0 12/03/15 00:535.0
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1615896LABORATORY CONTROL SAMPLE:
LCSSpike
Antimony ug/L 507500 101 80-120
Arsenic ug/L 474500 95 80-120
Barium ug/L 493500 99 80-120
Beryllium ug/L 493500 99 80-120
Cadmium ug/L 496500 99 80-120
Chromium ug/L 496500 99 80-120
Cobalt ug/L 500500 100 80-120
Copper ug/L 508500 102 80-120
Lead ug/L 494500 99 80-120
Nickel ug/L 497500 99 80-120
Selenium ug/L 496500 99 80-120
Silver ug/L 236250 95 80-120
Thallium ug/L 456500 91 80-120
Vanadium ug/L 502500 100 80-120
Zinc ug/L 491500 98 80-120
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 29 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1615897MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277056003
1615898
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Antimony ug/L 500 107 75-125101 7 25500ND538504
Arsenic ug/L 500 101 75-12595 6 25500ND507475
Barium ug/L 500 105 75-12599 6 2550042.2J 566 535
Beryllium ug/L 500 106 75-12599 7 25500ND531497
Cadmium ug/L 500 105 75-12599 6 25500ND524493
Chromium ug/L 500 105 75-12599 6 25500ND528498
Cobalt ug/L 500 104 75-12598 6 25500ND519489
Copper ug/L 500 109 75-125102 6 25500ND544511
Lead ug/L 500 103 75-12597 6 25500ND514484
Nickel ug/L 500 103 75-12597 6 25500ND514485
Selenium ug/L 500 104 75-12597 7 25500ND521487
Silver ug/L 250 100 75-12594 6 25250ND251236
Thallium ug/L 500 93 75-12589 4 255008.8 475 455
Vanadium ug/L 500 108 75-125102 6 25500ND543513
Zinc ug/L 500 101 75-12596 6 255007.3J 514 486
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 30 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/34379
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples:92277056001, 92277056002, 92277056003, 92277056004, 92277056005, 92277056006, 92277056007,
92277056008
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1612653
Associated Lab Samples:92277056001, 92277056002, 92277056003, 92277056004, 92277056005, 92277056006, 92277056007,
92277056008
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 5.0 11/21/15 11:450.33
1,1,1-Trichloroethane ug/L ND 1.0 11/21/15 11:450.48
1,1,2,2-Tetrachloroethane ug/L ND 3.0 11/21/15 11:450.40
1,1,2-Trichloroethane ug/L ND 1.0 11/21/15 11:450.29
1,1-Dichloroethane ug/L ND 5.0 11/21/15 11:450.32
1,1-Dichloroethene ug/L ND 5.0 11/21/15 11:450.56
1,2,3-Trichloropropane ug/L ND 1.0 11/21/15 11:450.41
1,2-Dibromo-3-chloropropane ug/L ND 13.0 11/21/15 11:452.0
1,2-Dibromoethane (EDB)ug/L ND 1.0 11/21/15 11:450.27
1,2-Dichlorobenzene ug/L ND 5.0 11/21/15 11:450.30
1,2-Dichloroethane ug/L ND 1.0 11/21/15 11:450.24
1,2-Dichloropropane ug/L ND 1.0 11/21/15 11:450.27
1,4-Dichlorobenzene ug/L ND 1.0 11/21/15 11:450.33
2-Butanone (MEK)ug/L ND 100 11/21/15 11:450.96
2-Hexanone ug/L ND 50.0 11/21/15 11:450.46
4-Methyl-2-pentanone (MIBK)ug/L ND 100 11/21/15 11:450.33
Acetone ug/L ND 100 11/21/15 11:4510.0
Acrylonitrile ug/L ND 200 11/21/15 11:451.9
Benzene ug/L ND 1.0 11/21/15 11:450.25
Bromochloromethane ug/L ND 3.0 11/21/15 11:450.17
Bromodichloromethane ug/L ND 1.0 11/21/15 11:450.18
Bromoform ug/L ND 3.0 11/21/15 11:450.26
Bromomethane ug/L ND 10.0 11/21/15 11:450.29
Carbon disulfide ug/L ND 100 11/21/15 11:451.2
Carbon tetrachloride ug/L ND 1.0 11/21/15 11:450.25
Chlorobenzene ug/L ND 3.0 11/21/15 11:450.23
Chloroethane ug/L ND 10.0 11/21/15 11:450.54
Chloroform ug/L ND 5.0 11/21/15 11:450.14
Chloromethane ug/L ND 1.0 11/21/15 11:450.11
cis-1,2-Dichloroethene ug/L ND 5.0 11/21/15 11:450.19
cis-1,3-Dichloropropene ug/L ND 1.0 11/21/15 11:450.13
Dibromochloromethane ug/L ND 3.0 11/21/15 11:450.21
Dibromomethane ug/L ND 10.0 11/21/15 11:450.21
Ethylbenzene ug/L ND 1.0 11/21/15 11:450.30
Iodomethane ug/L ND 10.0 11/21/15 11:450.32
Methylene Chloride ug/L ND 1.0 11/21/15 11:450.97
Styrene ug/L ND 1.0 11/21/15 11:450.26
Tetrachloroethene ug/L ND 1.0 11/21/15 11:450.46
Toluene ug/L ND 1.0 11/21/15 11:450.26
trans-1,2-Dichloroethene ug/L ND 5.0 11/21/15 11:450.49
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 31 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1612653
Associated Lab Samples:92277056001, 92277056002, 92277056003, 92277056004, 92277056005, 92277056006, 92277056007,
92277056008
Matrix:Water
AnalyzedMDL
trans-1,3-Dichloropropene ug/L ND 1.0 11/21/15 11:450.26
trans-1,4-Dichloro-2-butene ug/L ND 100 11/21/15 11:451.0
Trichloroethene ug/L ND 1.0 11/21/15 11:450.47
Trichlorofluoromethane ug/L ND 1.0 11/21/15 11:450.20
Vinyl acetate ug/L ND 50.0 11/21/15 11:450.35
Vinyl chloride ug/L ND 1.0 11/21/15 11:450.62
Xylene (Total)ug/L ND 5.0 11/21/15 11:450.66
1,2-Dichloroethane-d4 (S)%100 70-130 11/21/15 11:45
4-Bromofluorobenzene (S)%105 70-130 11/21/15 11:45
Toluene-d8 (S)%99 70-130 11/21/15 11:45
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1612654LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 46.150 92 80-125
1,1,1-Trichloroethane ug/L 49.050 98 71-129
1,1,2,2-Tetrachloroethane ug/L 43.250 86 79-124
1,1,2-Trichloroethane ug/L 49.650 99 85-125
1,1-Dichloroethane ug/L 49.050 98 73-126
1,1-Dichloroethene ug/L 54.250 108 66-135
1,2,3-Trichloropropane ug/L 47.950 96 75-130
1,2-Dibromo-3-chloropropane ug/L 41.850 84 71-133
1,2-Dibromoethane (EDB)ug/L 45.750 91 83-124
1,2-Dichlorobenzene ug/L 46.750 93 80-133
1,2-Dichloroethane ug/L 47.250 94 67-128
1,2-Dichloropropane ug/L 46.850 94 75-132
1,4-Dichlorobenzene ug/L 46.850 94 78-130
2-Butanone (MEK)ug/L 105100 105 61-144
2-Hexanone ug/L 90.2100 90 68-143
4-Methyl-2-pentanone (MIBK)ug/L 102100 102 72-135
Acetone ug/L 107100 107 48-146
Acrylonitrile ug/L 254250 102 40-160
Benzene ug/L 50.150 100 80-125
Bromochloromethane ug/L 51.350 103 71-125
Bromodichloromethane ug/L 45.750 91 78-124
Bromoform ug/L 39.950 80 71-128
Bromomethane ug/L 49.350 99 40-160
Carbon disulfide ug/L 53.3J50 107 50-160
Carbon tetrachloride ug/L 51.550 103 69-131
Chlorobenzene ug/L 45.550 91 81-122
Chloroethane ug/L 53.650 107 39-148
Chloroform ug/L 50.850 102 73-127
Chloromethane ug/L 51.750 103 44-146
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 32 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1612654LABORATORY CONTROL SAMPLE:
LCSSpike
cis-1,2-Dichloroethene ug/L 51.250 102 74-124
cis-1,3-Dichloropropene ug/L 47.850 96 72-132
Dibromochloromethane ug/L 44.450 89 78-125
Dibromomethane ug/L 52.550 105 82-120
Ethylbenzene ug/L 45.150 90 79-121
Iodomethane ug/L 102100 102 39-154
Methylene Chloride ug/L 51.550 103 64-133
Styrene ug/L 46.550 93 84-126
Tetrachloroethene ug/L 48.450 97 78-122
Toluene ug/L 48.050 96 80-121
trans-1,2-Dichloroethene ug/L 54.050 108 71-127
trans-1,3-Dichloropropene ug/L 46.250 92 69-141
trans-1,4-Dichloro-2-butene ug/L 36.9J50 74 40-160
Trichloroethene ug/L 49.750 99 78-122
Trichlorofluoromethane ug/L 53.150 106 53-137
Vinyl acetate ug/L 97.7100 98 40-160
Vinyl chloride ug/L 60.150 120 58-137
Xylene (Total)ug/L 135150 90 81-126
1,2-Dichloroethane-d4 (S)%99 70-130
4-Bromofluorobenzene (S)%107 70-130
Toluene-d8 (S)%101 70-130
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1612655MATRIX SPIKE SAMPLE:
MSSpike
Result
92277056001
1,1,1,2-Tetrachloroethane ug/L 19.420 97 70-130ND
1,1,1-Trichloroethane ug/L 22.520 113 70-130ND
1,1,2,2-Tetrachloroethane ug/L 18.120 91 70-130ND
1,1,2-Trichloroethane ug/L 21.120 106 70-130ND
1,1-Dichloroethane ug/L 43.520 114 70-13020.7
1,1-Dichloroethene ug/L 25.120 124 70-166ND
1,2,3-Trichloropropane ug/L 19.420 97 70-130ND
1,2-Dibromo-3-chloropropane ug/L 18.720 93 70-130ND
1,2-Dibromoethane (EDB)ug/L 19.320 97 70-130ND
1,2-Dichlorobenzene ug/L 20.220 100 70-130ND
1,2-Dichloroethane ug/L 22.420 108 70-1300.86J
1,2-Dichloropropane ug/L 24.520 101 70-1304.3
1,4-Dichlorobenzene ug/L 25.520 104 70-1304.8
2-Butanone (MEK)ug/L 45.0J40 113 70-130ND
2-Hexanone ug/L 38.7J40 97 70-130ND
4-Methyl-2-pentanone (MIBK)ug/L 44.4J40 111 70-130ND
Acetone ug/L 43.1J40 108 70-130ND
Acrylonitrile ug/L 109J100 109 70-130ND
Benzene ug/L 28.920 114 70-1486.0
Bromochloromethane ug/L 22.920 115 70-130ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 33 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1612655MATRIX SPIKE SAMPLE:
MSSpike
Result
92277056001
Bromodichloromethane ug/L 20.120 101 70-130ND
Bromoform ug/L 16.320 82 70-130ND
Bromomethane ug/L 19.520 97 70-130ND
Carbon disulfide ug/L 24.0J20 120 70-130ND
Carbon tetrachloride ug/L 23.420 117 70-130ND
Chlorobenzene ug/L 20.220 99 70-1460.31J
Chloroethane ug/L 23.820 119 70-130ND
Chloroform ug/L 23.020 115 70-130ND
Chloromethane ug/L 22.520 113 70-130ND
cis-1,2-Dichloroethene ug/L 68.120 119 70-13044.4
cis-1,3-Dichloropropene ug/L 20.320 101 70-130ND
Dibromochloromethane ug/L 18.820 94 70-130ND
Dibromomethane ug/L 22.420 112 70-130ND
Ethylbenzene ug/L 19.920 100 70-130ND
Iodomethane ug/L 38.140 95 70-130ND
Methylene Chloride ug/L 24.320 122 70-130ND
Styrene ug/L 19.820 99 70-130ND
Tetrachloroethene ug/L 21.920 105 70-1300.90J
Toluene ug/L 21.820 109 70-155ND
trans-1,2-Dichloroethene ug/L 26.020 123 70-1301.5J
trans-1,3-Dichloropropene ug/L 20.020 100 70-130ND
trans-1,4-Dichloro-2-butene ug/L 13.1J M1206570-130ND
Trichloroethene ug/L 27.120 112 69-1514.7
Trichlorofluoromethane ug/L 25.320 124 70-1300.41J
Vinyl acetate ug/L 37.4J40 93 70-130ND
Vinyl chloride ug/L 35.0 M12013770-1307.7
1,2-Dichloroethane-d4 (S)%100 70-130
4-Bromofluorobenzene (S)%105 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92277056002
1612656SAMPLE DUPLICATE:
1,1,1,2-Tetrachloroethane ug/L ND 30ND
1,1,1-Trichloroethane ug/L ND 30ND
1,1,2,2-Tetrachloroethane ug/L ND 30ND
1,1,2-Trichloroethane ug/L ND 30ND
1,1-Dichloroethane ug/L 0.85J 300.82J
1,1-Dichloroethene ug/L ND 30ND
1,2,3-Trichloropropane ug/L ND 30ND
1,2-Dibromo-3-chloropropane ug/L ND 30ND
1,2-Dibromoethane (EDB)ug/L ND 30ND
1,2-Dichlorobenzene ug/L ND 30ND
1,2-Dichloroethane ug/L ND 300.40J
1,2-Dichloropropane ug/L ND 30ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 34 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92277056002
1612656SAMPLE DUPLICATE:
1,4-Dichlorobenzene ug/L 1.2 11 301.4
2-Butanone (MEK)ug/L ND 30ND
2-Hexanone ug/L ND 30ND
4-Methyl-2-pentanone (MIBK)ug/L ND 30ND
Acetone ug/L ND 30ND
Acrylonitrile ug/L ND 30ND
Benzene ug/L ND 30ND
Bromochloromethane ug/L ND 30ND
Bromodichloromethane ug/L ND 30ND
Bromoform ug/L ND 30ND
Bromomethane ug/L ND 30ND
Carbon disulfide ug/L ND 30ND
Carbon tetrachloride ug/L ND 30ND
Chlorobenzene ug/L 0.81J 300.81J
Chloroethane ug/L ND 30ND
Chloroform ug/L ND 30ND
Chloromethane ug/L ND 30ND
cis-1,2-Dichloroethene ug/L 5.3 4 305.6
cis-1,3-Dichloropropene ug/L ND 30ND
Dibromochloromethane ug/L ND 30ND
Dibromomethane ug/L ND 30ND
Ethylbenzene ug/L ND 30ND
Iodomethane ug/L ND 30ND
Methylene Chloride ug/L ND 30ND
Styrene ug/L ND 30ND
Tetrachloroethene ug/L ND 30ND
Toluene ug/L ND 30ND
trans-1,2-Dichloroethene ug/L ND 30ND
trans-1,3-Dichloropropene ug/L ND 30ND
trans-1,4-Dichloro-2-butene ug/L ND 30ND
Trichloroethene ug/L ND 30ND
Trichlorofluoromethane ug/L ND 30ND
Vinyl acetate ug/L ND 30ND
Vinyl chloride ug/L 1.9 2 302.0
Xylene (Total)ug/L ND 30ND
1,2-Dichloroethane-d4 (S)%101 1102
4-Bromofluorobenzene (S)%105 0105
Toluene-d8 (S)%100 1101
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 35 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
MSV/34380
EPA 8260
EPA 8260
8260 MSV Low Level Landfill
Associated Lab Samples:92277056009, 92277056010
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1612657
Associated Lab Samples:92277056009, 92277056010
Matrix:Water
AnalyzedMDL
1,1,1,2-Tetrachloroethane ug/L ND 5.0 11/21/15 12:020.33
1,1,1-Trichloroethane ug/L ND 1.0 11/21/15 12:020.48
1,1,2,2-Tetrachloroethane ug/L ND 3.0 11/21/15 12:020.40
1,1,2-Trichloroethane ug/L ND 1.0 11/21/15 12:020.29
1,1-Dichloroethane ug/L ND 5.0 11/21/15 12:020.32
1,1-Dichloroethene ug/L ND 5.0 11/21/15 12:020.56
1,2,3-Trichloropropane ug/L ND 1.0 11/21/15 12:020.41
1,2-Dibromo-3-chloropropane ug/L ND 13.0 11/21/15 12:022.0
1,2-Dibromoethane (EDB)ug/L ND 1.0 11/21/15 12:020.27
1,2-Dichlorobenzene ug/L ND 5.0 11/21/15 12:020.30
1,2-Dichloroethane ug/L ND 1.0 11/21/15 12:020.24
1,2-Dichloropropane ug/L ND 1.0 11/21/15 12:020.27
1,4-Dichlorobenzene ug/L ND 1.0 11/21/15 12:020.33
2-Butanone (MEK)ug/L ND 100 11/21/15 12:020.96
2-Hexanone ug/L ND 50.0 11/21/15 12:020.46
4-Methyl-2-pentanone (MIBK)ug/L ND 100 11/21/15 12:020.33
Acetone ug/L ND 100 11/21/15 12:0210.0
Acrylonitrile ug/L ND 200 11/21/15 12:021.9
Benzene ug/L ND 1.0 11/21/15 12:020.25
Bromochloromethane ug/L ND 3.0 11/21/15 12:020.17
Bromodichloromethane ug/L ND 1.0 11/21/15 12:020.18
Bromoform ug/L ND 3.0 11/21/15 12:020.26
Bromomethane ug/L ND 10.0 11/21/15 12:020.29
Carbon disulfide ug/L ND 100 11/21/15 12:021.2
Carbon tetrachloride ug/L ND 1.0 11/21/15 12:020.25
Chlorobenzene ug/L ND 3.0 11/21/15 12:020.23
Chloroethane ug/L ND 10.0 11/21/15 12:020.54
Chloroform ug/L ND 5.0 11/21/15 12:020.14
Chloromethane ug/L ND 1.0 11/21/15 12:020.11
cis-1,2-Dichloroethene ug/L ND 5.0 11/21/15 12:020.19
cis-1,3-Dichloropropene ug/L ND 1.0 11/21/15 12:020.13
Dibromochloromethane ug/L ND 3.0 11/21/15 12:020.21
Dibromomethane ug/L ND 10.0 11/21/15 12:020.21
Ethylbenzene ug/L ND 1.0 11/21/15 12:020.30
Iodomethane ug/L ND 10.0 11/21/15 12:020.32
Methylene Chloride ug/L ND 1.0 11/21/15 12:020.97
Styrene ug/L ND 1.0 11/21/15 12:020.26
Tetrachloroethene ug/L ND 1.0 11/21/15 12:020.46
Toluene ug/L ND 1.0 11/21/15 12:020.26
trans-1,2-Dichloroethene ug/L ND 5.0 11/21/15 12:020.49
trans-1,3-Dichloropropene ug/L ND 1.0 11/21/15 12:020.26
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 36 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1612657
Associated Lab Samples:92277056009, 92277056010
Matrix:Water
AnalyzedMDL
trans-1,4-Dichloro-2-butene ug/L ND 100 11/21/15 12:021.0
Trichloroethene ug/L ND 1.0 11/21/15 12:020.47
Trichlorofluoromethane ug/L ND 1.0 11/21/15 12:020.20
Vinyl acetate ug/L ND 50.0 11/21/15 12:020.35
Vinyl chloride ug/L ND 1.0 11/21/15 12:020.62
Xylene (Total)ug/L ND 5.0 11/21/15 12:020.66
1,2-Dichloroethane-d4 (S)%100 70-130 11/21/15 12:02
4-Bromofluorobenzene (S)%105 70-130 11/21/15 12:02
Toluene-d8 (S)%101 70-130 11/21/15 12:02
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1612658LABORATORY CONTROL SAMPLE:
LCSSpike
1,1,1,2-Tetrachloroethane ug/L 46.250 92 80-125
1,1,1-Trichloroethane ug/L 48.850 98 71-129
1,1,2,2-Tetrachloroethane ug/L 44.050 88 79-124
1,1,2-Trichloroethane ug/L 49.450 99 85-125
1,1-Dichloroethane ug/L 49.250 98 73-126
1,1-Dichloroethene ug/L 53.250 106 66-135
1,2,3-Trichloropropane ug/L 48.150 96 75-130
1,2-Dibromo-3-chloropropane ug/L 44.750 89 71-133
1,2-Dibromoethane (EDB)ug/L 47.750 95 83-124
1,2-Dichlorobenzene ug/L 47.450 95 80-133
1,2-Dichloroethane ug/L 48.350 97 67-128
1,2-Dichloropropane ug/L 46.150 92 75-132
1,4-Dichlorobenzene ug/L 48.050 96 78-130
2-Butanone (MEK)ug/L 105100 105 61-144
2-Hexanone ug/L 92.9100 93 68-143
4-Methyl-2-pentanone (MIBK)ug/L 104100 104 72-135
Acetone ug/L 110100 110 48-146
Acrylonitrile ug/L 259250 104 40-160
Benzene ug/L 49.750 99 80-125
Bromochloromethane ug/L 52.450 105 71-125
Bromodichloromethane ug/L 45.750 91 78-124
Bromoform ug/L 40.850 82 71-128
Bromomethane ug/L 49.550 99 40-160
Carbon disulfide ug/L 53.4J50 107 50-160
Carbon tetrachloride ug/L 51.350 103 69-131
Chlorobenzene ug/L 45.650 91 81-122
Chloroethane ug/L 52.650 105 39-148
Chloroform ug/L 50.750 101 73-127
Chloromethane ug/L 52.350 105 44-146
cis-1,2-Dichloroethene ug/L 51.050 102 74-124
cis-1,3-Dichloropropene ug/L 48.250 96 72-132
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 37 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1612658LABORATORY CONTROL SAMPLE:
LCSSpike
Dibromochloromethane ug/L 44.750 89 78-125
Dibromomethane ug/L 52.250 104 82-120
Ethylbenzene ug/L 45.250 90 79-121
Iodomethane ug/L 99.4100 99 39-154
Methylene Chloride ug/L 52.450 105 64-133
Styrene ug/L 45.850 92 84-126
Tetrachloroethene ug/L 47.150 94 78-122
Toluene ug/L 47.450 95 80-121
trans-1,2-Dichloroethene ug/L 54.250 108 71-127
trans-1,3-Dichloropropene ug/L 46.850 94 69-141
trans-1,4-Dichloro-2-butene ug/L 39.3J50 79 40-160
Trichloroethene ug/L 47.950 96 78-122
Trichlorofluoromethane ug/L 53.050 106 53-137
Vinyl acetate ug/L 99.3100 99 40-160
Vinyl chloride ug/L 59.050 118 58-137
Xylene (Total)ug/L 133150 88 81-126
1,2-Dichloroethane-d4 (S)%98 70-130
4-Bromofluorobenzene (S)%106 70-130
Toluene-d8 (S)%99 70-130
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1612659MATRIX SPIKE SAMPLE:
MSSpike
Result
92277140001
1,1,1,2-Tetrachloroethane ug/L 20.520 103 70-130ND
1,1,1-Trichloroethane ug/L 23.620 118 70-130ND
1,1,2,2-Tetrachloroethane ug/L 18.720 94 70-130ND
1,1,2-Trichloroethane ug/L 22.520 113 70-130ND
1,1-Dichloroethane ug/L 23.820 119 70-130ND
1,1-Dichloroethene ug/L 26.120 131 70-166ND
1,2,3-Trichloropropane ug/L 20.020 100 70-130ND
1,2-Dibromo-3-chloropropane ug/L 19.420 97 70-130ND
1,2-Dibromoethane (EDB)ug/L 19.820 99 70-130ND
1,2-Dichlorobenzene ug/L 20.820 104 70-130ND
1,2-Dichloroethane ug/L 22.820 114 70-130ND
1,2-Dichloropropane ug/L 21.920 110 70-130ND
1,4-Dichlorobenzene ug/L 20.820 104 70-130ND
2-Butanone (MEK)ug/L 45.8J40 114 70-130ND
2-Hexanone ug/L 40.9J40 102 70-130ND
4-Methyl-2-pentanone (MIBK)ug/L 47.9J40 120 70-130ND
Acetone ug/L 51.6J40 115 70-130ND
Acrylonitrile ug/L 119J100 119 70-130ND
Benzene ug/L 23.520 117 70-148ND
Bromochloromethane ug/L 24.920 125 70-130ND
Bromodichloromethane ug/L 21.220 106 70-130ND
Bromoform ug/L 17.420 87 70-130ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 38 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
MS
Result
% Rec
Limits Qualifiers% RecConc.
1612659MATRIX SPIKE SAMPLE:
MSSpike
Result
92277140001
Bromomethane ug/L 20.820 104 70-130ND
Carbon disulfide ug/L 25.1J20 125 70-130ND
Carbon tetrachloride ug/L 24.120 121 70-130ND
Chlorobenzene ug/L 20.820 104 70-146ND
Chloroethane ug/L 25.920 130 70-130ND
Chloroform ug/L 25.020 120 70-130ND
Chloromethane ug/L 25.220 126 70-130ND
cis-1,2-Dichloroethene ug/L 24.920 125 70-130ND
cis-1,3-Dichloropropene ug/L 21.820 109 70-130ND
Dibromochloromethane ug/L 19.020 95 70-130ND
Dibromomethane ug/L 23.820 119 70-130ND
Ethylbenzene ug/L 20.420 102 70-130ND
Iodomethane ug/L 46.140 115 70-130ND
Methylene Chloride ug/L 24.820 124 70-130ND
Styrene ug/L 19.620 98 70-130ND
Tetrachloroethene ug/L 22.120 111 70-130ND
Toluene ug/L 22.720 112 70-155ND
trans-1,2-Dichloroethene ug/L 25.620 128 70-130ND
trans-1,3-Dichloropropene ug/L 21.120 105 70-130ND
trans-1,4-Dichloro-2-butene ug/L 15.0J20 75 70-130ND
Trichloroethene ug/L 23.120 115 69-151ND
Trichlorofluoromethane ug/L 26.120 130 70-130ND
Vinyl acetate ug/L 39.2J40 98 70-130ND
Vinyl chloride ug/L 28.9 M12014470-130ND
1,2-Dichloroethane-d4 (S)%101 70-130
4-Bromofluorobenzene (S)%104 70-130
Toluene-d8 (S)%101 70-130
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92277140002
1612660SAMPLE DUPLICATE:
1,1,1,2-Tetrachloroethane ug/L ND 30ND
1,1,1-Trichloroethane ug/L ND 30ND
1,1,2,2-Tetrachloroethane ug/L ND 30ND
1,1,2-Trichloroethane ug/L ND 30ND
1,1-Dichloroethane ug/L ND 30ND
1,1-Dichloroethene ug/L ND 30ND
1,2,3-Trichloropropane ug/L ND 30ND
1,2-Dibromo-3-chloropropane ug/L ND 30ND
1,2-Dibromoethane (EDB)ug/L ND 30ND
1,2-Dichlorobenzene ug/L ND 30ND
1,2-Dichloroethane ug/L ND 30ND
1,2-Dichloropropane ug/L ND 30ND
1,4-Dichlorobenzene ug/L ND 30ND
2-Butanone (MEK)ug/L ND 30ND
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 39 of 44
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92277140002
1612660SAMPLE DUPLICATE:
2-Hexanone ug/L ND 30ND
4-Methyl-2-pentanone (MIBK)ug/L ND 30ND
Acetone ug/L ND 30ND
Acrylonitrile ug/L ND 30ND
Benzene ug/L ND 30ND
Bromochloromethane ug/L ND 30ND
Bromodichloromethane ug/L ND 30ND
Bromoform ug/L ND 30ND
Bromomethane ug/L ND 30ND
Carbon disulfide ug/L ND 30ND
Carbon tetrachloride ug/L ND 30ND
Chlorobenzene ug/L ND 30ND
Chloroethane ug/L ND 30ND
Chloroform ug/L 0.18J 30ND
Chloromethane ug/L ND 30ND
cis-1,2-Dichloroethene ug/L ND 30ND
cis-1,3-Dichloropropene ug/L ND 30ND
Dibromochloromethane ug/L ND 30ND
Dibromomethane ug/L ND 30ND
Ethylbenzene ug/L ND 30ND
Iodomethane ug/L ND 30ND
Methylene Chloride ug/L ND 30ND
Styrene ug/L ND 30ND
Tetrachloroethene ug/L ND 30ND
Toluene ug/L ND 30ND
trans-1,2-Dichloroethene ug/L ND 30ND
trans-1,3-Dichloropropene ug/L ND 30ND
trans-1,4-Dichloro-2-butene ug/L ND 30ND
Trichloroethene ug/L ND 30ND
Trichlorofluoromethane ug/L ND 30ND
Vinyl acetate ug/L ND 30ND
Vinyl chloride ug/L ND 30ND
Xylene (Total)ug/L ND 30ND
1,2-Dichloroethane-d4 (S)%103 2101
4-Bromofluorobenzene (S)%103 2106
Toluene-d8 (S)%101 1102
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 40 of 44
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - CharlottePASI-C
ANALYTE QUALIFIERS
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 41 of 44
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92277056
TOWN OF KERNERSVILLE
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92277056001 MPRP/20122 ICP/181513404-MW2 EPA 3010 EPA 6010
92277056002 MPRP/20122 ICP/181513404-MW3S EPA 3010 EPA 6010
92277056003 MPRP/20123 ICP/181523404-MW3D EPA 3010 EPA 6010
92277056004 MPRP/20123 ICP/181523404-MW4 EPA 3010 EPA 6010
92277056005 MPRP/20123 ICP/181523404-MW5 EPA 3010 EPA 6010
92277056006 MPRP/20123 ICP/181523404-SW1 EPA 3010 EPA 6010
92277056007 MPRP/20123 ICP/181523404-SW2 EPA 3010 EPA 6010
92277056008 MPRP/20123 ICP/181523404-SW3 EPA 3010 EPA 6010
92277056009 MPRP/20123 ICP/181523404-FIELD BLANK EPA 3010 EPA 6010
92277056001 MSV/343793404-MW2 EPA 8260
92277056002 MSV/343793404-MW3S EPA 8260
92277056003 MSV/343793404-MW3D EPA 8260
92277056004 MSV/343793404-MW4 EPA 8260
92277056005 MSV/343793404-MW5 EPA 8260
92277056006 MSV/343793404-SW1 EPA 8260
92277056007 MSV/343793404-SW2 EPA 8260
92277056008 MSV/343793404-SW3 EPA 8260
92277056009 MSV/343803404-FIELD BLANK EPA 8260
92277056010 MSV/343803404-TRIP BLANK EPA 8260
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/03/2015 04:06 PM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 42 of 44
Page 43 of 44
Page 44 of 44
#=CL#
December 22, 2015
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92277063
92277063
Project:
Pace Project No.:
RE:
Mr. Alex Everhart
Joyce Engineering-NC
2211 W. Meadowview Road
Suite 101
Greensboro, NC 27407
TOWN OF KERNERSVILLE MNA
Dear Mr. Everhart:
Enclosed are the analytical results for sample(s) received by the laboratory on November 20, 2015.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
Some analyses have been subcontracted outside of the Pace Network. The subcontracted
laboratory report has been attached.
Report revised 12/22/15 to update Nitrate units from mg/L to ug/L.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Kevin Godwin
[e-mail]
Project Manager
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 1 of 31
#=CL#
December 22, 2015
Page 2
LIMS USE: FR - ALEX EVERHART
LIMS OBJECT ID: 92277063
Enclosures
cc:Mr. Van Burbach, Joyce Engineering-NC
Alex Everhart, Joyce Engineering-NC
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 2 of 31
#=CP#
CERTIFICATIONS
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Minnesota Certification IDs1700 Elm Street SE Suite 200, Minneapolis, MN 55414A2LA Certification #: 2926.01
Alaska Certification #: UST-078Alaska Certification #MN00064Alabama Certification #40770Arizona Certification #: AZ-0014Arkansas Certification #: 88-0680
California Certification #: 01155CAColorado Certification #PaceConnecticut Certification #: PH-0256EPA Region 8 Certification #: 8TMS-LFlorida/NELAP Certification #: E87605
Guam Certification #:14-008rGeorgia Certification #: 959Georgia EPD #: PaceIdaho Certification #: MN00064Hawaii Certification #MN00064
Illinois Certification #: 200011Indiana Certification#C-MN-01Iowa Certification #: 368Kansas Certification #: E-10167Kentucky Dept of Envi. Protection - DW #90062
Kentucky Dept of Envi. Protection - WW #:90062Louisiana DEQ Certification #: 3086Louisiana DHH #: LA140001Maine Certification #: 2013011Maryland Certification #: 322
Michigan DEPH Certification #: 9909
Minnesota Certification #: 027-053-137Mississippi Certification #: Pace
Montana Certification #: MT0092Nevada Certification #: MN_00064Nebraska Certification #: PaceNew Jersey Certification #: MN-002New York Certification #: 11647
North Carolina Certification #: 530North Carolina State Public Health #: 27700North Dakota Certification #: R-036Ohio EPA #: 4150Ohio VAP Certification #: CL101
Oklahoma Certification #: 9507Oregon Certification #: MN200001Oregon Certification #: MN300001Pennsylvania Certification #: 68-00563Puerto Rico Certification
Saipan (CNMI) #:MP0003South Carolina #:74003001Texas Certification #: T104704192Tennessee Certification #: 02818Utah Certification #: MN000642013-4
Virginia DGS Certification #: 251Washington Certification #: C486West Virginia Certification #: 382West Virginia DHHR #:9952CWisconsin Certification #: 999407970
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804Florida/NELAP Certification #: E87648Massachusetts Certification #: M-NC030
North Carolina Drinking Water Certification #: 37712
North Carolina Wastewater Certification #: 40South Carolina Certification #: 99030001West Virginia Certification #: 356
Virginia/VELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 3 of 31
#=SS#
SAMPLE SUMMARY
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Lab ID Sample ID Matrix Date Collected Date Received
92277063001 3404-MW2 Water 11/19/15 12:41 11/20/15 09:30
92277063002 3404-MW3S Water 11/19/15 10:02 11/20/15 09:30
92277063003 3404-MW3D Water 11/19/15 10:45 11/20/15 09:30
92277063004 3404-MW4 Water 11/19/15 11:34 11/20/15 09:30
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 4 of 31
#=SA#
SAMPLE ANALYTE COUNT
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Lab ID Sample ID Method
Analytes
Reported LaboratoryAnalysts
92277063001 3404-MW2 RSK 175 3 PASI-MJRB
SM 2320B 1 PASI-AMLS
SM 4500-S2D 1 PASI-AMJP
SM 5210B 1 PASI-ABRJ
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-AWRC
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
92277063002 3404-MW3S RSK 175 3 PASI-MJRB
SM 2320B 1 PASI-AMLS
SM 4500-S2D 1 PASI-AMJP
SM 5210B 1 PASI-ABRJ
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-AWRC
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
92277063003 3404-MW3D RSK 175 3 PASI-MJRB
SM 2320B 1 PASI-AMLS
SM 4500-S2D 1 PASI-AMJP
SM 5210B 1 PASI-ABRJ
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-AWRC
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
92277063004 3404-MW4 RSK 175 3 PASI-MJRB
SM 2320B 1 PASI-AMLS
SM 4500-S2D 1 PASI-AMJP
SM 5210B 1 PASI-ABRJ
EPA 300.0 1 PASI-AMDW
EPA 353.2 1 PASI-ADMN
SM 4500-Cl-E 1 PASI-AWRC
SM 5220D 1 PASI-AWRC
SM 5310B 1 PASI-AMDW
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 5 of 31
#=HO#
SUMMARY OF DETECTION
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Parameters AnalyzedResult
Lab Sample ID
Report Limit QualifiersUnitsMethod
Client Sample ID
92277063001 3404-MW2
Methane 6010 ug/L 11/24/15 19:1810.0RSK 175
Alkalinity, Total as CaCO3 158000 ug/L 12/01/15 19:135000SM 2320B
BOD, 5 day 5000 ug/L 11/25/15 22:052000SM 5210B
Sulfate 1190J ug/L 11/30/15 11:59250000EPA 300.0
Nitrogen, Nitrate 69.4J ug/L 11/21/15 09:42 B10000EPA 353.2
Chloride 16300 ug/L 12/01/15 23:141000SM 4500-Cl-E
Total Organic Carbon 889J ug/L 11/30/15 20:301000SM 5310B
92277063002 3404-MW3S
Methane 220 ug/L 11/24/15 19:3410.0RSK 175
Alkalinity, Total as CaCO3 147000 ug/L 12/01/15 19:455000SM 2320B
Sulfate 1360J ug/L 11/30/15 12:40250000EPA 300.0
Nitrogen, Nitrate 15.8J ug/L 11/21/15 09:17 B10000EPA 353.2
Chloride 27800 ug/L 12/01/15 23:151000SM 4500-Cl-E
Total Organic Carbon 1210 ug/L 11/30/15 20:401000SM 5310B
92277063003 3404-MW3D
Methane 160 ug/L 11/24/15 19:4210.0RSK 175
Alkalinity, Total as CaCO3 158000 ug/L 12/01/15 19:585000SM 2320B
Sulfate 1520J ug/L 11/30/15 12:54250000EPA 300.0
Nitrogen, Nitrate 13.1J ug/L 11/21/15 09:18 B10000EPA 353.2
Chloride 17400 ug/L 12/01/15 23:151000SM 4500-Cl-E
92277063004 3404-MW4
Methane 2.6J ug/L 11/24/15 19:5010.0RSK 175
Alkalinity, Total as CaCO3 185000 ug/L 12/01/15 20:115000SM 2320B
Sulfate 1240J ug/L 11/30/15 13:07250000EPA 300.0
Nitrogen, Nitrate 19.1J ug/L 11/21/15 09:37 B10000EPA 353.2
Chloride 16900 ug/L 12/01/15 23:161000SM 4500-Cl-E
Chemical Oxygen Demand 16000J ug/L 11/24/15 15:4025000SM 5220D
Total Organic Carbon 1900 ug/L 11/30/15 21:051000SM 5310B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 6 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Sample:3404-MW2 Lab ID:92277063001 Collected:11/19/15 12:41 Received:11/20/15 09:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane ND ug/L 11/24/15 19:18 74-84-010.0 5.0 1
Ethene ND ug/L 11/24/15 19:18 74-85-110.0 0.47 1
Methane 6010 ug/L 11/24/15 19:18 74-82-810.0 0.63 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 158000 ug/L 12/01/15 19:13500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 11/23/15 23:30 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day 5000 ug/L 11/25/15 22:0511/21/15 03:50200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1190J ug/L 11/30/15 11:59 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate 69.4J ug/L 11/21/15 09:42 B1000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 16300 ug/L 12/01/15 23:14 16887-00-610005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand ND ug/L 11/24/15 15:4025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon 889J ug/L 11/30/15 20:30 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 7 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Sample:3404-MW3S Lab ID:92277063002 Collected:11/19/15 10:02 Received:11/20/15 09:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane ND ug/L 11/24/15 19:34 74-84-010.0 5.0 1
Ethene ND ug/L 11/24/15 19:34 74-85-110.0 0.47 1
Methane 220 ug/L 11/24/15 19:34 74-82-810.0 0.63 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 147000 ug/L 12/01/15 19:45500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 11/23/15 23:30 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day ND ug/L 11/25/15 22:0511/21/15 03:50200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1360J ug/L 11/30/15 12:40 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate 15.8J ug/L 11/21/15 09:17 B1000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 27800 ug/L 12/01/15 23:15 16887-00-610005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand ND ug/L 11/24/15 15:4025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon 1210 ug/L 11/30/15 20:40 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 8 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Sample:3404-MW3D Lab ID:92277063003 Collected:11/19/15 10:45 Received:11/20/15 09:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane ND ug/L 11/24/15 19:42 74-84-010.0 5.0 1
Ethene ND ug/L 11/24/15 19:42 74-85-110.0 0.47 1
Methane 160 ug/L 11/24/15 19:42 74-82-810.0 0.63 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 158000 ug/L 12/01/15 19:58500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 11/23/15 23:30 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day ND ug/L 11/25/15 22:0511/21/15 03:50200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1520J ug/L 11/30/15 12:54 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate 13.1J ug/L 11/21/15 09:18 B1000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 17400 ug/L 12/01/15 23:15 16887-00-610005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand ND ug/L 11/24/15 15:4025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon ND ug/L 11/30/15 20:51 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 9 of 31
#=AR#
ANALYTICAL RESULTS
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Sample:3404-MW4 Lab ID:92277063004 Collected:11/19/15 11:34 Received:11/20/15 09:30 Matrix:Water
Parameters Results Units DF Prepared Analyzed CAS No.QualMDLLimit
Report
Analytical Method: RSK 175RSK 175 AIR Headspace
Ethane ND ug/L 11/24/15 19:50 74-84-010.0 5.0 1
Ethene ND ug/L 11/24/15 19:50 74-85-110.0 0.47 1
Methane 2.6J ug/L 11/24/15 19:50 74-82-810.0 0.63 1
Analytical Method: SM 2320B2320B Alkalinity
Alkalinity, Total as CaCO3 185000 ug/L 12/01/15 20:11500010001
Analytical Method: SM 4500-S2D4500S2D Sulfide Water
Sulfide ND ug/L 11/23/15 23:30 18496-25-810001001
Analytical Method: SM 5210B5210B BOD, 5 day
BOD, 5 day ND ug/L 11/25/15 22:05 B211/21/15 03:50200020001
Analytical Method: EPA 300.0300.0 IC Anions 28 Days
Sulfate 1240J ug/L 11/30/15 13:07 14808-79-825000010001
Analytical Method: EPA 353.2353.2 Nitrogen, NO2/NO3 unpres
Nitrogen, Nitrate 19.1J ug/L 11/21/15 09:37 B1000010.0 1
Analytical Method: SM 4500-Cl-E4500 Chloride
Chloride 16900 ug/L 12/01/15 23:16 16887-00-610005001
Analytical Method: SM 5220D5220D COD
Chemical Oxygen Demand 16000J ug/L 11/24/15 15:4025000125001
Analytical Method: SM 5310B5310B TOC
Total Organic Carbon 1900 ug/L 11/30/15 21:05 7440-44-010005001
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 10 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
AIR/24713
RSK 175
RSK 175
RSK 175 AIR HEADSPACE
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:2143732
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Ethane ug/L ND 10.0 11/24/15 19:095.0
Ethene ug/L ND 10.0 11/24/15 19:090.47
Methane ug/L 1.4J 10.0 11/24/15 19:090.63
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
2143733LABORATORY CONTROL SAMPLE & LCSD:
LCSSpike LCSD
% Rec RPD
Max
RPD
LCSD
Result
2143734
Ethane ug/L 116114 102 85-115102116 0 20
Ethene ug/L 107106 101 85-115102108 1 20
Methane ug/L 60.760.7 100 85-11510060.4 1 20
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92277063001
2143735SAMPLE DUPLICATE:
Ethane ug/L ND 20ND
Ethene ug/L ND 20ND
Methane ug/L 5550 8 206010
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92277119007
2143736SAMPLE DUPLICATE:
Ethane ug/L ND 20ND
Ethene ug/L ND 20ND
Methane ug/L 17500 7 2016300
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 11 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/41659
SM 2320B
SM 2320B
2320B Alkalinity
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1616790
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Alkalinity, Total as CaCO3 ug/L ND 5000 12/01/15 14:381000
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1616791LABORATORY CONTROL SAMPLE:
LCSSpike
Alkalinity, Total as CaCO3 ug/L 4990050000 100 80-120
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1616792MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277119005
1616793
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L 50000 100 80-120100 0 2550000ND5070050600
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1616798MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277515002
1616799
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Alkalinity, Total as CaCO3 ug/L 50000 98 80-120103 2 255000070.3 mg/L 119000 122000
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 12 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/41571
SM 4500-S2D
SM 4500-S2D
4500S2D Sulfide Water
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1613121
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Sulfide ug/L ND 1000 11/23/15 23:30100
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1613122LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfide ug/L 511J500 102 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1613123MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92276764001
1613124
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfide ug/L 500 96 90-11096 0 10500ND479J479J
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1613125MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92276295016
1613126
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfide ug/L 500 92 90-11092 0 10500ND460J460J
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 13 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WET/41545
SM 5210B
SM 5210B
5210B BOD, 5 day
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1612650
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
BOD, 5 day ug/L ND 2000 11/25/15 22:052000
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1612651LABORATORY CONTROL SAMPLE:
LCSSpike
BOD, 5 day ug/L 182000198000 92 84.6-115.4
Parameter Units
Dup
Result
Max
RPD QualifiersRPDResult
92276796001
1612652SAMPLE DUPLICATE:
BOD, 5 day ug/L 3100 10 102.8 mg/L
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 14 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25567
EPA 300.0
EPA 300.0
300.0 IC Anions
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1616290
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Sulfate ug/L ND 250000 11/30/15 11:321000
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1616291LABORATORY CONTROL SAMPLE:
LCSSpike
Sulfate ug/L 19500J20000 97 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1616292MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277063001
1616293
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfate ug/L 20000 100 90-110100 0 10200001190J21200J21200J
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1616294MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277063002
1616295
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Sulfate ug/L 20000 94 90-11093 1 10200001360J20200J20000J
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 15 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25491
EPA 353.2
EPA 353.2
353.2 Nitrate + Nitrite, Unpres.
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1612600
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Nitrogen, Nitrate ug/L 15.1J 10000 11/21/15 09:1310.0
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1612601LABORATORY CONTROL SAMPLE:
LCSSpike
Nitrogen, Nitrate ug/L 2410J2500 96 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1612602MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277045001
1612603
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, Nitrate ug/L 2500 94 90-11094 0 1025002.5 mg/L 4860J 4870J
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1612604MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277042001
1612605
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Nitrogen, Nitrate ug/L 2500 95 90-11095 0 1025000.26 mg/L 2640J 2640J
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 16 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25595
SM 4500-Cl-E
SM 4500-Cl-E
4500 Chloride
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1617477
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Chloride ug/L ND 1000 12/01/15 23:04500
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1617478LABORATORY CONTROL SAMPLE:
LCSSpike
Chloride ug/L 1990020000 99 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1617479MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277541002
1617480
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride ug/L 20000 107 90-110106 1 10200007.5 mg/L 28900 28600
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1617481MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277541003
1617482
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride ug/L 20000 105 90-110104 1 10200002.6 mg/L 23600 23400
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1617701MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277771001
1617702
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chloride ug/L M11000003690-11035 1 1010000021.8 mg/L 57400 56600
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 17 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25529
SM 5220D
SM 5220D
5220D COD
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1614082
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Chemical Oxygen Demand ug/L ND 25000 11/24/15 15:4012500
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1614083LABORATORY CONTROL SAMPLE:
LCSSpike
Chemical Oxygen Demand ug/L 740000750000 99 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1614084MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92276957001
1614085
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Chemical Oxygen Demand ug/L 1500000 88 90-11088 0 31500000833 mg/L 2150000 2150000
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 18 of 31
#=QC#
QUALITY CONTROL DATA
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result.
QC Batch:
QC Batch Method:
Analysis Method:
Analysis Description:
WETA/25563
SM 5310B
SM 5310B
5310B TOC
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Parameter Units
Blank
Result
Reporting
Limit Qualifiers
METHOD BLANK:1616105
Associated Lab Samples:92277063001, 92277063002, 92277063003, 92277063004
Matrix:Water
AnalyzedMDL
Total Organic Carbon ug/L ND 1000 11/30/15 17:31500
Parameter Units
LCS
Result
% Rec
Limits Qualifiers% RecConc.
1616106LABORATORY CONTROL SAMPLE:
LCSSpike
Total Organic Carbon ug/L 2290025000 92 90-110
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1616107MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92276855001
1616108
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Total Organic Carbon ug/L M1,R1250008590-11095 10 5250001.5 mg/L 22900 25400
Parameter Units
MS
Result
% Rec
Limits Qual% RecConc.
1616109MATRIX SPIKE & MATRIX SPIKE DUPLICATE:
MSSpike
Result
92277063004
1616110
MSD
Result
MSD
% Rec RPD RPD
Max
MSDMS
Spike
Conc.
Total Organic Carbon ug/L 25000 90 90-11090 1 52500019002430024500
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 19 of 31
#=QL#
QUALIFIERS
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean-Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
Pace Analytical Services - AshevillePASI-A
Pace Analytical Services - MinneapolisPASI-M
ANALYTE QUALIFIERS
Analyte was detected in the associated method blank.B
Oxygen usage is less than 2.0 for all dilutions set. The reported value is an estimated less than value and is calculated
for the dilution using the most amount of sample.B2
Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1
RPD value was outside control limits.R1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 20 of 31
#=CR#
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Pace Project No.:
Project:
92277063
TOWN OF KERNERSVILLE MNA
Lab ID Sample ID QC Batch Method QC Batch Analytical Method
Analytical
Batch
92277063001 AIR/247133404-MW2 RSK 175
92277063002 AIR/247133404-MW3S RSK 175
92277063003 AIR/247133404-MW3D RSK 175
92277063004 AIR/247133404-MW4 RSK 175
92277063001 WET/416593404-MW2 SM 2320B
92277063002 WET/416593404-MW3S SM 2320B
92277063003 WET/416593404-MW3D SM 2320B
92277063004 WET/416593404-MW4 SM 2320B
92277063001 WET/415713404-MW2 SM 4500-S2D
92277063002 WET/415713404-MW3S SM 4500-S2D
92277063003 WET/415713404-MW3D SM 4500-S2D
92277063004 WET/415713404-MW4 SM 4500-S2D
92277063001 WET/41545 WET/415473404-MW2 SM 5210B SM 5210B
92277063002 WET/41545 WET/415473404-MW3S SM 5210B SM 5210B
92277063003 WET/41545 WET/415473404-MW3D SM 5210B SM 5210B
92277063004 WET/41545 WET/415473404-MW4 SM 5210B SM 5210B
92277063001 WETA/255673404-MW2 EPA 300.0
92277063002 WETA/255673404-MW3S EPA 300.0
92277063003 WETA/255673404-MW3D EPA 300.0
92277063004 WETA/255673404-MW4 EPA 300.0
92277063001 WETA/254913404-MW2 EPA 353.2
92277063002 WETA/254913404-MW3S EPA 353.2
92277063003 WETA/254913404-MW3D EPA 353.2
92277063004 WETA/254913404-MW4 EPA 353.2
92277063001 WETA/255953404-MW2 SM 4500-Cl-E
92277063002 WETA/255953404-MW3S SM 4500-Cl-E
92277063003 WETA/255953404-MW3D SM 4500-Cl-E
92277063004 WETA/255953404-MW4 SM 4500-Cl-E
92277063001 WETA/255293404-MW2 SM 5220D
92277063002 WETA/255293404-MW3S SM 5220D
92277063003 WETA/255293404-MW3D SM 5220D
92277063004 WETA/255293404-MW4 SM 5220D
92277063001 WETA/255633404-MW2 SM 5310B
92277063002 WETA/255633404-MW3S SM 5310B
92277063003 WETA/255633404-MW3D SM 5310B
92277063004 WETA/255633404-MW4 SM 5310B
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..Date: 12/22/2015 07:43 AM
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Page 21 of 31
Page 22 of 31
Page 23 of 31
Page 24 of 31
Page 25 of 31
Page 26 of 31
Page 27 of 31
Page 28 of 31
Page 29 of 31
Page 30 of 31
Page 31 of 31
D
A
T
E
:
1
1
/
1
9
/
1
5
I
,
.
,
j
g
J
r
L
.
E
r
]
G
t
r
\
t
E
E
R
1
r
J
G
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
g
C
r
e
e
k
2
i
n
c
h
e
s
5
.
0
1
f
e
e
t
1
3
.
1
8
f
e
e
t
8
.
1
7
f
e
e
t
[
D
T
B
-
D
T
W
]
D
i
s
s
o
l
v
e
d
C
0
2
:
1
2
5
m
g
/
L
D
a
t
e
:
‘
1
f
—
D
a
t
e
:
1
7
1
3
1
/
c
—
P
r
o
j
e
c
t
N
a
m
e
:
W
e
l
l
I
D
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
I
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
M
W
-
2
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
!
G
.
E
l
l
e
r
W
e
l
l
D
i
a
m
e
t
e
r
:
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
b
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
b
a
i
l
e
r
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
1
3
a
t
1
o
n
s
-
g
a
l
l
o
n
s
3
.
9
g
a
l
l
o
n
s
3
.
9
g
a
l
l
o
n
s
f
e
e
t
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
(
u
S
)
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
0
1
2
3
8
1
6
.
6
2
.
8
7
2
4
7
.
2
6
.
2
2
1
3
4
.
4
6
.
7
4
H
S
1
.
3
1
2
3
9
1
6
.
1
2
.
2
9
2
4
5
.
3
5
.
9
9
1
3
5
.
1
6
.
0
8
H
S
2
.
6
1
2
4
0
1
6
.
5
2
.
3
6
2
5
7
.
1
5
.
9
8
1
0
5
.
5
4
.
2
3
H
S
3
.
9
1
2
4
1
1
7
.
1
1
.
8
5
2
9
3
.
1
6
.
0
3
1
0
0
.
3
4
.
4
0
H
S
B
e
f
o
r
e
1
2
4
1
1
7
.
1
1
.
8
5
2
9
3
.
1
6
.
0
3
1
0
0
.
3
4
.
4
0
H
S
S
a
m
p
l
i
n
g
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
.
f
e
2
+
:
0
.
5
m
/
L
S
i
g
n
a
t
u
r
e
:
Q
A
I
Q
C
S
i
g
n
O
f
f
:
4
/
£
-
/
‘
/
7
D
A
T
E
:
1
1
/
1
9
/
1
5
J
O
Y
C
E
_
_
_
_
_
_
_
_
_
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
W
e
l
l
I
D
:
M
W
-
3
D
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
!
G
.
E
l
l
e
r
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
g
C
r
e
e
k
W
e
l
l
D
i
a
m
e
t
e
r
:
2
i
n
c
h
e
s
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
1
4
.
0
3
f
e
e
t
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
5
6
.
9
6
f
e
e
t
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
4
2
.
9
3
f
e
e
t
[
D
T
B
-
D
T
W
]
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
6
.
9
g
a
l
l
o
n
s
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
-
g
a
l
l
o
n
s
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
2
0
.
7
g
a
l
l
o
n
s
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
2
0
.
7
g
a
l
l
o
n
s
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
(
j
i
S
)
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
0
1
0
1
9
1
6
.
8
0
.
5
7
2
9
6
.
4
6
.
3
6
-
2
1
.
5
7
.
8
9
H
S
6
.
9
1
0
2
6
1
5
.
9
1
.
8
7
2
9
0
.
4
6
.
3
1
-
1
2
.
6
9
.
0
7
H
S
1
3
.
8
1
0
3
1
1
5
.
8
3
.
4
0
2
9
0
.
0
6
.
1
4
2
8
.
3
6
.
5
9
H
S
2
0
.
7
1
0
4
5
1
5
.
8
0
.
8
1
2
9
4
.
7
6
.
0
6
2
9
.
4
7
.
0
0
H
S
B
e
f
o
r
e
1
0
4
5
1
5
.
8
0
.
8
1
2
9
4
.
7
6
.
0
6
2
9
.
4
7
.
0
0
H
S
S
a
m
p
l
i
n
g
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
F
e
2
+
:
0
m
/
L
D
i
s
s
o
l
v
e
d
C
O
2
:
9
0
m
g
/
L
S
i
g
n
a
t
u
r
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_
Q
A
I
Q
C
S
i
g
n
O
f
f
:
/
I
L
i
I
D
a
t
e
:
_
_
_
_
_
_
_
_
_
D
A
T
E
:
1
1
/
1
9
/
1
5
D
i
s
s
o
l
v
e
d
C
0
2
:
1
1
5
m
g
/
L
S
i
g
n
a
t
u
r
e
:
‘
7
Q
A
I
Q
C
S
i
g
n
O
f
f
:
%
7
f
/
/
L
4
—
2
i
n
c
h
e
s
1
6
.
9
7
f
e
e
t
2
4
.
0
0
f
e
e
t
7
.
1
1
f
e
e
t
[
D
T
B
-
D
T
W
]
1
.
2
g
a
l
l
o
n
s
-
g
a
l
l
o
n
s
3
.
6
g
a
l
l
o
n
s
3
.
6
g
a
l
l
o
n
s
J
O
Y
C
E
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
W
e
l
l
I
D
:
M
W
-
3
S
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
l
G
.
E
l
l
e
r
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
e
C
r
e
e
k
W
e
l
l
D
i
a
m
e
t
e
r
:
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
f
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
f
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
f
e
e
t
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
(
i
S
)
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
0
0
9
5
8
1
5
.
8
1
.
0
1
2
6
6
.
4
5
.
7
6
6
2
.
1
1
6
.
4
H
S
1
.
2
0
9
5
9
1
6
.
4
3
.
0
1
2
8
9
.
3
6
.
0
0
5
1
.
4
2
1
.
2
H
S
2
.
4
1
0
0
0
1
6
.
1
2
.
3
4
2
9
8
.
1
6
.
0
8
3
6
.
1
1
9
.
9
H
S
3
.
6
1
0
0
2
1
6
.
0
2
.
4
9
3
0
1
.
5
6
.
1
5
5
7
.
6
2
0
.
7
H
S
B
e
f
o
r
e
1
0
0
2
1
6
.
0
2
.
4
9
3
0
1
.
5
6
.
1
5
5
7
.
6
2
0
.
7
H
S
S
a
m
p
l
i
n
g
F
e
2
+
:
0
.
0
m
J
L
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
D
a
t
e
:
D
a
t
e
:
D
A
T
E
:
1
1
/
1
9
/
1
5
J
O
Y
C
E
_
_
_
_
_
_
_
_
_
E
N
Q
3
I
t
\
]
E
E
R
I
!
\
1
1
3
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
W
e
l
l
I
D
:
M
W
-
4
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
l
G
.
E
l
l
e
r
W
e
l
l
L
o
c
a
t
i
o
n
:
B
a
c
k
s
i
d
e
o
f
l
a
n
d
f
i
l
l
a
l
o
n
g
C
r
e
e
k
W
e
l
l
D
i
a
m
e
t
e
r
:
2
i
n
c
h
e
s
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
9
.
6
0
f
e
e
t
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
1
4
.
4
0
f
e
e
t
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
4
.
8
0
f
e
e
t
[
D
T
B
-
D
T
W
]
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
0
.
8
g
a
l
l
o
n
s
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
-
g
a
l
l
o
n
s
F
o
r
T
H
R
E
E
W
e
l
l
V
o
L
u
m
e
s
:
W
V
X
3
=
2
.
4
g
a
l
l
o
n
s
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
2
.
4
g
a
l
l
o
n
s
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
B
a
i
l
e
r
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
(
.
t
S
)
p
H
O
R
P
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
0
1
1
2
9
1
6
.
3
7
.
0
9
3
2
2
.
1
6
.
5
0
5
3
.
5
1
0
.
1
H
S
0
.
8
1
1
3
0
1
5
.
7
6
.
1
3
3
1
9
.
1
6
.
5
0
5
7
.
4
6
.
4
7
H
S
1
.
6
1
1
3
2
1
5
.
9
4
.
1
3
3
2
0
.
6
6
.
4
1
1
2
.
4
7
.
0
8
H
S
2
.
4
1
1
3
4
1
6
.
0
3
.
9
2
3
2
0
.
4
6
.
4
5
3
4
.
5
7
.
7
2
H
S
B
e
f
o
r
e
1
1
3
4
1
6
.
0
3
.
9
2
3
2
0
.
4
6
.
4
5
3
4
.
5
7
.
7
2
H
S
S
a
m
p
l
i
n
g
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
.
f
i
e
l
d
b
l
a
n
k
t
a
k
e
n
@
1
3
2
0
f
e
2
+
:
0
.
5
m
g
/
L
D
i
s
s
o
l
v
e
d
C
O
2
:
7
0
m
g
’
L
S
i
g
n
a
t
u
r
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
/
I
/
I
‘
?
/
/
Q
A
I
Q
C
S
i
g
n
O
f
f
:
u
4
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
A
T
E
:
1
1
/
1
9
/
1
5
2
i
n
c
h
e
s
4
.
6
3
f
e
e
t
1
1
.
3
6
f
e
e
t
6
.
7
3
f
e
e
t
[
D
T
B
-
D
T
W
]
_
_
_
_
_
_
_
_
_
_
_
_
_
_
g
a
l
l
o
n
s
_
_
_
_
_
_
_
_
_
_
_
_
_
a
I
l
o
n
s
_
_
_
_
_
_
_
_
_
_
_
_
_
_
g
a
l
l
o
n
s
g
a
l
l
o
n
s
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
/
D
a
t
e
:
J
O
Y
C
E
E
r
J
G
f
l
\
J
E
E
R
!
r
J
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
W
e
l
l
I
D
:
M
W
-
5
W
e
l
l
L
o
c
a
t
i
o
n
:
D
o
w
n
h
i
l
l
b
e
t
w
e
e
n
o
l
d
c
e
l
l
a
n
d
s
h
o
o
t
i
n
g
r
a
n
g
e
.
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
o
.
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
!
G
.
E
l
l
e
r
W
e
l
l
D
i
a
m
e
t
e
r
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
_
_
_
_
_
_
_
_
_
_
_
_
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
_
_
_
_
_
_
_
_
_
_
_
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
F
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
1
.
0
F
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
-
F
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
3
.
0
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
3
.
0
P
u
r
g
e
d
w
i
t
h
:
D
i
s
p
o
s
a
b
l
e
b
a
i
l
e
r
S
a
m
p
l
e
d
w
i
t
h
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
D
i
s
p
o
s
a
b
l
e
b
a
i
l
e
r
G
a
l
l
o
n
s
T
i
m
e
T
e
m
p
(
°
C
)
p
1
1
C
o
n
d
.
(
j
i
S
)
T
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
0
0
9
3
6
1
4
.
3
7
.
8
8
9
2
9
.
7
8
H
S
1
.
0
0
9
3
8
1
3
.
3
7
.
1
0
3
9
1
0
.
6
H
S
2
.
0
0
9
3
9
1
3
.
1
6
.
0
8
3
6
1
0
.
9
H
S
3
.
0
0
9
4
1
1
3
.
2
5
.
4
5
3
6
1
1
.
2
H
S
B
e
f
o
r
e
S
a
m
p
l
i
n
g
0
9
4
1
1
3
.
2
5
.
4
5
3
6
1
1
.
2
H
S
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
S
i
g
n
a
t
u
r
e
:
Q
A
/
Q
C
S
i
g
n
O
f
f
:
I
I
‘
—
7
D
A
T
E
:
1
1
/
1
9
/
1
5
J
O
Y
C
E
_
_
_
_
_
_
_
_
E
t
’
J
G
t
t
’
J
E
F
R
t
t
J
G
G
R
O
U
N
D
W
A
T
E
R
S
A
M
P
L
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
N
o
.
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
W
e
l
l
I
D
:
M
W
-
6
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
l
G
.
E
l
l
e
r
W
e
l
l
L
o
c
a
t
i
o
n
:
O
n
R
i
g
h
t
s
i
d
e
o
f
r
o
a
d
b
e
h
i
n
d
o
l
d
s
c
a
l
e
h
o
u
s
e
l
o
c
a
t
i
o
n
.
W
e
l
l
D
i
a
m
e
t
e
r
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
I
n
i
t
i
a
l
D
e
p
t
h
t
o
W
a
t
e
r
(
D
T
W
)
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
e
p
t
h
t
o
B
o
t
t
o
m
(
D
T
B
)
:
_
_
_
_
_
_
_
_
_
_
_
_
W
a
t
e
r
C
o
l
u
m
n
T
h
i
c
k
n
e
s
s
(
W
C
T
)
:
_
_
_
_
_
_
_
_
_
_
_
C
a
l
c
u
l
a
t
i
o
n
f
o
r
O
n
e
W
e
l
l
V
o
l
u
m
e
(
W
V
)
:
f
o
r
2
”
W
e
l
l
:
W
C
T
X
0
.
1
6
3
=
_
_
_
_
_
_
_
_
_
_
_
_
f
o
r
4
”
W
e
l
l
:
W
C
T
X
0
.
6
5
3
=
_
_
_
_
_
_
_
_
_
_
_
_
_
f
o
r
T
H
R
E
E
W
e
l
l
V
o
l
u
m
e
s
:
W
V
X
3
=
_
_
_
_
_
_
_
_
_
_
A
c
t
u
a
l
A
m
o
u
n
t
P
u
r
g
e
d
/
B
a
i
l
e
d
:
-
g
a
l
l
o
n
s
P
u
r
g
e
d
w
i
t
h
:
-
S
a
m
p
l
e
d
w
i
t
h
:
-
D
e
p
t
h
t
o
W
a
t
e
r
b
e
f
o
r
e
S
a
m
p
l
i
n
g
:
-
f
e
e
t
S
i
g
n
a
t
u
r
e
:
Q
A
/
Q
C
S
i
g
n
O
f
f
:
/
/
_
_
1
<
D
a
t
e
:
/
/
4
/
D
a
t
e
:
2
i
n
c
h
e
s
-
-
f
e
e
t
2
0
.
4
6
f
e
e
t
0
.
2
1
f
e
e
t
[
D
T
B
-
D
T
W
]
-
g
a
l
l
o
n
s
-
g
a
l
l
o
n
s
-
a
1
l
o
n
s
G
a
l
l
o
n
s
l
i
m
e
T
e
m
p
(
°
C
)
D
O
C
o
n
d
.
(
u
S
)
p
1
1
O
R
P
l
u
r
b
.
(
n
t
u
)
I
n
i
t
i
a
l
s
D
r
y
B
e
f
o
r
e
S
a
m
p
l
i
n
g
C
o
m
m
e
n
t
s
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
n
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
.
T
h
e
w
e
l
l
w
a
s
d
w
a
n
d
n
o
t
s
a
m
n
l
e
d
D
A
T
E
:
1
1
/
1
9
/
1
5
S
U
R
F
A
C
E
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
L
O
G
_
_
_
_
_
_
_
_
_
_
_
P
r
o
j
e
c
t
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
!
G
.
E
l
l
e
r
F
i
e
l
d
P
a
r
a
m
e
t
e
r
s
:
T
i
m
e
o
f
S
a
m
p
l
i
n
g
:
1
3
0
5
p
H
:
6
.
9
2
T
e
m
p
e
r
a
t
u
r
e
:
1
7
.
0
C
o
n
d
u
c
t
i
v
i
t
y
:
4
8
.
4
T
u
r
b
i
d
i
t
y
:
1
7
.
7
(
n
t
u
)
C
o
m
m
e
n
t
s
/
S
a
m
p
l
e
D
e
s
c
r
i
p
t
i
o
n
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
.
J
O
Y
C
E
E
f
\
J
G
I
r
J
E
E
R
i
r
\
I
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
S
u
r
f
a
c
e
P
o
i
n
t
I
D
:
S
W
-
i
L
o
c
a
t
i
o
n
:
U
n
s
t
r
e
a
m
o
f
M
W
-
2
b
e
f
o
r
e
2
c
r
e
e
k
s
m
e
r
g
e
.
(
°
C
)
(
i
S
)
S
k
e
t
c
h
o
f
S
i
g
n
a
t
u
r
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_
_
_
Q
A
I
Q
C
S
i
g
n
O
f
f
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
D
A
T
E
:
1
1
/
1
9
/
1
5
J
O
Y
C
E
_
_
_
_
_
_
_
_
_
E
t
J
G
t
h
.
J
E
E
R
I
!
\
J
G
S
U
R
F
A
C
E
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
/
T
a
s
k
N
o
.
:
8
3
8
.
1
5
0
1
.
1
2
.
0
1
S
u
r
f
a
c
e
P
o
i
n
t
I
D
:
S
W
-
2
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
!
G
.
E
l
l
e
r
L
o
c
a
t
i
o
n
:
D
o
w
n
S
t
r
e
a
m
o
f
M
W
-
4
a
t
p
r
o
p
e
r
t
y
l
i
n
e
.
F
i
e
l
d
P
a
r
a
m
e
t
e
r
s
:
T
i
m
e
o
f
S
a
m
p
l
i
n
g
:
1
2
5
5
p
H
:
7
.
0
1
T
e
m
p
e
r
a
t
u
r
e
:
1
6
.
8
(
°
C
)
C
o
n
d
u
c
t
i
v
i
t
y
:
5
7
.
8
(
j
i
S
)
T
u
r
b
i
d
i
t
y
:
1
8
.
1
(
n
t
u
)
C
o
m
m
e
n
t
s
/
S
a
m
p
l
e
D
e
s
c
r
i
p
t
i
o
n
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
.
S
k
e
t
c
h
o
f
S
a
r
n
p
2
e
L
o
c
a
%
o
n
,
%
i
n
c
l
u
d
e
f
l
o
w
/
i
r
e
c
t
i
o
n
,
d
r
7
n
a
g
e
P
a
t
w
a
Y
s
e
t
c
.
)
:
/
/
I
i
S
i
g
n
a
t
u
r
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
/
7
)
)
Q
/
f
t
Q
A
/
Q
C
S
i
g
n
O
f
f
:
/
/
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_
D
A
T
E
:
1
1
/
1
9
/
1
5
J
O
Y
C
E
_
_
_
_
_
_
_
_
_
_
E
N
G
I
t
’
J
E
E
R
I
t
.
]
G
S
U
R
F
A
C
E
W
A
T
E
R
M
O
N
I
T
O
R
I
N
G
L
O
G
P
r
o
j
e
c
t
N
a
m
e
:
T
o
w
n
O
f
K
e
m
e
r
s
v
i
l
l
e
P
r
o
j
e
c
t
/
T
a
s
k
N
o
.
:
8
3
8
.
1
6
0
1
.
1
2
.
0
1
S
u
r
f
a
c
e
P
o
i
n
t
I
D
:
S
W
-
3
S
a
m
p
l
e
r
(
s
)
:
H
.
S
e
a
t
o
n
,
G
.
E
l
l
e
r
L
o
c
a
t
i
o
n
:
I
n
t
h
e
s
t
r
e
a
m
d
i
r
e
c
t
l
y
a
c
r
o
s
s
f
r
o
m
M
W
-
2
F
i
e
l
d
P
a
r
a
m
e
t
e
r
s
:
T
i
m
e
o
f
S
a
m
p
l
i
n
g
:
1
1
5
5
p
H
:
7
.
2
8
T
e
m
p
e
r
a
t
u
r
e
:
1
5
.
9
(
°
C
)
C
o
n
d
u
c
t
i
v
i
t
y
:
5
5
.
8
(
p
S
)
T
u
r
b
i
d
i
t
y
:
1
5
.
2
5
(
n
t
u
)
C
o
m
m
e
n
t
s
/
S
a
m
p
l
e
D
e
s
c
r
i
p
t
i
o
n
(
w
e
a
t
h
e
r
c
o
n
d
i
t
i
o
n
s
,
o
d
o
r
,
c
o
l
o
r
,
s
i
l
t
,
e
t
c
.
)
:
_
_
_
_
_
_
_
_
_
_
_
T
h
e
w
e
a
t
h
e
r
w
a
s
p
a
r
t
l
y
c
l
o
u
d
y
w
i
t
h
t
e
m
p
e
r
a
t
u
r
e
s
i
n
t
h
e
6
0
s
o
n
1
1
/
1
9
/
2
0
1
5
.
S
k
e
t
c
h
o
f
S
a
m
p
l
e
L
o
c
a
t
i
o
n
i
u
c
1
u
d
e
f
l
o
w
d
i
r
e
c
t
i
o
n
,
r
a
i
n
a
e
p
a
h
w
a
y
s
,
e
t
c
.
)
:
/
c
i
0
/
/
1
/
S
i
g
n
a
t
u
r
e
:
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
D
a
t
e
:
t
i
/
/
q
/
4
Q
A
/
Q
C
S
i
g
n
O
f
f
:
4
3
/
D
a
t
e
:
_
_
_
_
_
_
_
_
_
_

Appendix II

Summary of Detections

Summary of Detections
WELL ID PARAMETER RESULT UNITS SWSL COLLECT DATE
3404-MW2 1,1-Dichloroethane 20.7 µg/L 5 11/19/2015
3404-MW2 1,2-Dichloropropane 4.3 µg/L 1 11/19/2015
3404-MW2 1,4-Dichlorobenzene 4.8 µg/L 1 11/19/2015
3404-MW2 Barium 294 µg/L 100 11/19/2015
3404-MW2 Benzene 6 µg/L 1 11/19/2015
3404-MW2 cis-1,2-Dichloroethene 44.4 µg/L 5 11/19/2015
3404-MW2 Trichloroethene 4.7 µg/L 1 11/19/2015
3404-MW2 Vinyl chloride 7.7 µg/L 1 11/19/2015
3404-MW3D 1,2-Dichloroethane 1.1 µg/L 1 11/19/2015
3404-MW3D 1,2-Dichloropropane 1.1 µg/L 1 11/19/2015
3404-MW3D 1,4-Dichlorobenzene 3.5 µg/L 1 11/19/2015
3404-MW3D cis-1,2-Dichloroethene 51.2 µg/L 5 11/19/2015
3404-MW3D Thallium 8.8 µg/L 5.5 11/19/2015
3404-MW3D Vinyl chloride 6.7 µg/L 1 11/19/2015
3404-MW3S 1,4-Dichlorobenzene 1.4 µg/L 1 11/19/2015
3404-MW3S Barium 108 µg/L 100 11/19/2015
3404-MW3S cis-1,2-Dichloroethene 5.6 µg/L 5 11/19/2015
3404-MW3S Vinyl chloride 2 µg/L 1 11/19/2015
3404-MW3S Zinc 23.1 µg/L 10 11/19/2015
3404-MW4 1,4-Dichlorobenzene 2.5 µg/L 1 11/19/2015
3404-MW4 Barium 101 µg/L 100 11/19/2015
3404-MW4 cis-1,2-Dichloroethene 18.8 µg/L 5 11/19/2015
3404-MW4 Thallium 8.8 µg/L 5.5 11/19/2015
3404-MW4 Vinyl chloride 17.3 µg/L 1 11/19/2015
3404-MW4 Zinc 10.7 µg/L 10 11/19/2015
3404-MW5 Zinc 16.3 µg/L 10 11/19/2015
3404-SW3 Zinc 10.1 µg/L 10 11/19/2015
Notes:µg/L = Micorgrams per liter
SWSL = NC Soild Waste Section Reporting Limit
Laboratory Reporting limit used when SWSL has not been established
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 1 Joyce Engineering

Appendix III

Summary of Exceedances

Summary of Exceedances
WELL ID PARAMETER RESULT UNITS NC2L/GWPS GPS SWSL COLLECT DATE
3404-MW2 1,1-Dichloroethane 20.7 µg/L 6 6 5 11/19/2015
3404-MW2 1,2-Dichloropropane 4.3 µg/L 0.6 0.6 1 11/19/2015
3404-MW2 Benzene 6 µg/L 1 1 1 11/19/2015
3404-MW2 Trichloroethene 4.7 µg/L 3 3 1 11/19/2015
3404-MW2 Vinyl chloride 7.7 µg/L 0.03 0.03 1 11/19/2015
3404-MW3D 1,2-Dichloroethane 1.1 µg/L 0.4 0.4 1 11/19/2015
3404-MW3D 1,2-Dichloropropane 1.1 µg/L 0.6 0.6 1 11/19/2015
3404-MW3D Thallium 8.8 µg/L 0.28 0.28 5.5 11/19/2015
3404-MW3D Vinyl chloride 6.7 µg/L 0.03 0.03 1 11/19/2015
3404-MW3S Vinyl chloride 2 µg/L 0.03 0.03 1 11/19/2015
3404-MW4 Vinyl chloride 17.3 µg/L 0.03 0.03 1 11/19/2015
3404-MW4 Thallium 8.8 µg/L 0.28 0.28 5.5 11/19/2015
Notes:µg/L = Micorgrams per liter
SWSL = NC Soild Waste Section Reporting Limit
Laboratory Reporting limit used when SWSL has not been established
NC2L = NC Groundwater Standard from 15A NCAC 2L.0202
GWPS = NC Solid Waste Section Groundwater Protection Standard (for constituents with no NC2L)
GPS = Groundwater Protection Standard as defined by 15A NCAC 13B.1634(g)
NA= Not Applicable
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 1 Joyce Engineering

Appendix IV

Summary of Field Parameters
Summary of Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
MW-2 Dissolved Oxygen 1.85 mg/L 11/19/2015
MW-2 Oxidation Reduction Potential 100.3 mV 11/19/2015
MW-2 pH 6.03 S.U.11/19/2015
MW-2 Temperature 17.1 ºC 11/19/2015
MW-2 Ferrous Iron 0.5 mg/L 11/19/2015
MW-2 Dissolved Carbon Dioxide 90 mg/L 11/19/2015
MW-2 Conductivity 293.1 µS 11/19/2015
MW-2 Turbididty 4.4 NTU 11/19/2015
MW-2 Static Water Level 5.01 ft 11/19/2015
MW-2 Well Depth 13.18 ft 11/19/2015
MW-3S pH 6.15 S.U.11/19/2015
MW-3S Temperature 16 ºC 11/19/2015
MW-3S Conductivity 301.5 µS 11/19/2015
MW-3S Ferrous Iron 0.0 mg/L 11/19/2015
MW-3S Dissolved Carbon Dioxide 115 mg/L 11/19/2015
MW-3S Static Water Level 16.97 ft 11/19/2015
MW-3S Well Depth 24 ft 11/19/2015
MW-3S Dissolved Oxygen 2.49 mg/L 11/19/2015
MW-3S Oxidation Reduction Potential 57.6 mV 11/19/2015
MW-3D Dissolved Oxygen 0.81 mg/L 11/19/2015
MW-3D Oxidation Reduction Potential 29.4 mV 11/19/2015
MW-3D pH 6.06 S.U.11/19/2015
MW-3D Temperature 15.8 ºC 11/19/2015
MW-3D Ferrous Iron 0.0 mg/L 11/19/2015
MW-3D Conductivity 294.7 µS 11/19/2015
MW-3D Dissolved Carbon Dioxide 90 mg/L 11/19/2015
MW-3D Turbididty 7.00 NTU 11/19/2015
MW-3D Static Water Level 14.03 ft 11/19/2015
MW-3D Well Depth 56.96 ft 11/19/2015
MW-4 pH 6.45 S.U.11/19/2015
MW-4 Temperature 16 ºC 11/19/2015
MW-4 Conductivity 320.4 µS 11/19/2015
MW-4 Turbididty 7.72 NTU 11/19/2015
MW-4 Ferrous Iron 0.5 mg/L 11/19/2015
MW-4 Dissolved Carbon Dioxide 70 mg/L 11/19/2015
MW-4 Static Water Level 9.6 ft 11/19/2015
MW-4 Well Depth 14.4 ft 11/19/2015
MW-4 Dissolved Oxygen 3.92 mg/L 11/19/2015
MW-4 Oxidation Reduction Potential 34.5 mV 11/19/2015
MW-5 pH 5.45 S.U.11/19/2015
MW-5 Temperature 13.2 ºC 11/19/2015
MW-5 Conductivity 36 µS 11/19/2015
MW-5 Turbididty 11.2 NTU 11/19/2015
MW-5 Static Water Level 4.63 ft 11/19/2015
MW-5 Well Depth 11.36 ft 11/19/2015
Town of Kernersville Landfill
Permit No. 34-04 Page 1 of 2 Joyce Engineering
Summary of Field Parameters
WELL ID PARAMETER RESULT UNITS COLLECT DATE
SW-1 pH 6.92 S.U.11/19/2015
SW-1 Temperature 17 ºC 11/19/2015
SW-1 Conductivity 48.4 µS 11/19/2015
SW-1 Turbididty 17.7 NTU 11/19/2015
SW-2 pH 7.01 S.U.11/19/2015
SW-2 Temperature 16.8 ºC 11/19/2015
SW-2 Conductivity 57.8 µS 11/19/2015
SW-2 Turbididty 18.1 NTU 11/19/2015
SW-3 pH 7.28 S.U.11/19/2015
SW-3 Temperature 15.9 ºC 11/19/2015
SW-3 Conductivity 55.8 µS 11/19/2015
SW-3 Turbididty 15.25 NTU 11/19/2015
Notes:ºC= degrees Centigrade
S.U.= Standard Units
µS = microsemens
NTU = Nephelometric Turbidity Units
ft = feet
mV = millivolts
mg/L = milligrams per liter
Town of Kernersville Landfill
Permit No. 34-04 Page 2 of 2 Joyce Engineering