0901-MSWLF-1981_BladenCountyMSW_GWMReport_DIN26461_20160330

This page intentionally left blank.
March 2016 Semi-Annual Groundwater Monitoring Report

Bladen County Closed MSW Landfill
NC Solid Waste Permit No. 09-01

Prepared for:

Bladen County Solid Waste Management
1522 Mercer Mill Road
Elizabethtown, North Carolina 28337

May 2016

Prepared by:

© 2016 Smith Gardner, Inc.
This document is intended for the sole use of the client for which it was prepared and
for the purpose agreed on by the client and Smith Gardner, Inc.

This page intentionally left blank.

This page intentionally left blank.

Bladen County Closed MSW Landfill March 2016 Groundwater Monitoring Report
May 2016 Table of Contents Page i

Bladen County Closed MSW Landfill
NC Solid Waste Permit No. 09-01

March 2016 Groundwater Monitoring Report

Table of Contents
Page

1.0 INTRODUCTION ......................................................................................................... 1 
2.0 SITE GEOLOGY ........................................................................................................... 1 
3.0 SAMPLING LOCATIONS ............................................................................................. 1 
4.0 SAMPLING PROCEDURES ......................................................................................... 1 
5.0 FIELD AND LABORATORY RESULTS .......................................................................... 2 
5.1 Field Parameter Results ........................................................................................... 2 
5.2 Laboratory Results .................................................................................................... 2 
5.2.1 Inorganic Constituent Results ...................................................................... 2 
5.2.2 Organic Constituent Results ......................................................................... 2 
5.2.3 Surface Water Results .................................................................................. 2 
6.0 GROUNDWATER CHARACTERIZATION ...................................................................... 3 
7.0 CONCLUSIONS .......................................................................................................... 3 

FIGURE
Figure 1 Groundwater Potentiometric Map

TABLES
Table 1 Groundwater Elevation Data
Table 2 Field Parameters
Table 3 Detected Constituents

APPENDICES
Appendix A Laboratory Analytical Report

This page intentionally left blank.

Bladen County Closed MSW Landfill March 2016 Groundwater Monitoring Report
May 2016 Page 1
1.0 INTRODUCTION
The closed, unlined Bladen County Municiple Solid Waste (MSW) Landfill (Solid Waste Permit #
09-01) requires semi-annual groundwater monitoring as a condition of the water quality
monitoring program. This report, prepared by Smith Gardner, Inc. (S+G), presents the March
30, 2016 monitoring event results. This event was performed in compliance with NC Solid
Waste Regulations.

As specified in rule 15A NCAC 13B .0544 the October 2006 Electronic Deliverables Memo1 and
the November 5, 2014 Groundwater, Surface Water, Soil, Sediment, and Landfill Gas Electronic
Document Submittal Memo2, this report includes a Solid Waste Section (SWS) Environmental
Monitoring Report Form and field procedure and laboratory analyses summaries for the closed
MSW site. A potentiometric surface map, summary tables and laboratory analytical report are
also included.
2.0 SITE GEOLOGY
The Bladen County MSW Landfill is located off Highway 87 just east of Elizabethtown in the
Coastal Plain physiographic province. According to the Geologic Map of North Carolina (1985),
this area is underlain by the Black Creek Formation, which is characterized by gray to black
lignitic clay with thin beds of fine grained sands and thick lenses of cross-grained sand.
3.0 SAMPLING LOCATIONS
The sampling event was reportedly performed by Environment 1, Inc. (Greenville, NC) personnel
on March 30, 2016. The groundwater monitoring network for the MSW landfill includes seven
groundwater monitoring wells (MW-1, MW-3, MW-4, MW-5A, MW-7, MW-8 & MW-9) and two
surface water locations (SW-1 & SW-2). MW-1 serves as the background location. Figure 1
illustrates the sampling locations.
4.0 SAMPLING PROCEDURES
Sampling methods followed the protocol outlined in the North Carolina Water Quality
Monitoring Guidance Document for Solid Waste Facilities (Department of Environmental Quality
(DEQ), Division of Waste Management (DWM)). The depth to water in each well was gauged
prior to purging and sampling. The field parameters pH, specific conductivity and temperature
were measured at each sampling location. Water table elevations are included in Table 1.

1 New Guidelines for Electronic Submittal of Environmental Monitoring Data Memo, NCDENR – Solid Waste Section,
October 27, 2006
2 Groundwater, Surface Water, Soil, Sediment, and Landfill Gas Electronic Document Submittal, NCDENR – Solid
Waste Section, November 5, 2014.

Bladen County Closed MSW Landfill March 2016 Groundwater Monitoring Report
May 2016 Page 2
Samples were collected by Environment 1, Inc. personnel in laboratory prepared containers.
Groundwater samples were properly preserved, placed on ice and transported to the laboratory
facility (Environment 1, Inc.), within the specified hold times for each analysis.
5.0 FIELD AND LABORATORY RESULTS
5.1 Field Parameter Results
Temperature, pH, and specific conductance were measured in the field at the time of
sampling. The field parameter results are summarized in Table 2 and have remained
consistent with previously reported sampling events.
5.2 Laboratory Results
Samples were transported to the laboratory facility under proper chain of custody and
analyzed to the laboratory established Method Detection Limits (MDL) for each
parameter. Groundwater sample analytical results were compared with the DWM Solid
Waste Quantitation Limits (SWSLs) for Appendix I constituents, the North Carolina
Administrative Code(NCAC) 2L.0200 2L Standard (2L) and the Federal Maximum
Contamint Limit. Surface water sample analytical results were compared with the 15A
NCAC 2B Standard (2B) for Class C waters.

Table 3 summarizes the detected constituent list. Several constituents were detected
above their MDL at concentrations below the SWSLs. These are listed as “J” values on
Table 3, indicating they are non-quantifiable values. The laboratory report is included
as Appendix A.
5.2.1 Inorganic Constituent Results
No inorganics were reported above their 2L Standard during the March 2016
monitoring event.
5.2.2 Organic Constituent Results
Only vinyl chloride in the sample from MW-9 was reported at a concentration
above its 2L Standard for this event.
5.2.3 Surface Water Results
No quantifiable detections of inorganic or organic constituents were reported in
samples from the surface water locations.

Bladen County Closed MSW Landfill March 2016 Groundwater Monitoring Report
May 2016 Page 3
6.0 GROUNDWATER CHARACTERIZATION
A potentiometric map (Figure 1) for the uppermost aquifer, was prepared from the
groundwater elevation data for this sampling event. The data indicates that groundwater is
flowing generally north to northwest across most of the site. Hydraulic conductivity data is not
available for these wells so groundwater velocities could not be calculated.
7.0 CONCLUSIONS
The reported organic detections are consistent with historically reported detections at the site.
Monitoring well MW-9 is located immediately adjacent to the waste at the site.

Surface water sampling did not indicate contaminant migration.

The next groundwater monitoring event is scheduled for September 2016. Following receipt of
laboratory data a report will be prepared and submitted to NCDEQ and Bladen County.

This page intentionally left blank.

FIGURE

March 2016 Groundwater Monitoring Report
Bladen County Closed MSW Landfill
NC Solid Waste Permit No. 09-01

This page intentionally left blank.

© 2015 Microsoft Corporation
MW-1
TOC=124.98
DTW=12.29
GWE=112.69
MW-2
MW-3
TOC=98.57
DTW=8.99
GWE=89.58
MW-4
TOC=108.89
DTW=33.93
GWE=74.96
MW-5A
TOC=92.43
DTW=21.21
GWE=71.22
MW-6
MW-7
TOC=63.72
DTW=1.20GWE=62.52
MW-8
TOC=79.05
DTW=15.72
GWE=63.33
MW-9
TOC=74.05
DTW=7.28
GWE=66.77
0 300'600'
MW-1
TOC=
DTW=
GWE=
G:
\
C
A
D
\
B
l
a
d
e
n

C
o
u
n
t
y
\
B
l
a
d
e
n

0
8
-
4
\
s
h
e
e
t
s
\
B
L
A
D
E
N
-
B
0
0
4
5
.
d
w
g
-

5/
1
3
/
2
0
1
6

1
1
:
5
0

A
M
DR
A
W
N
:
AP
P
R
O
V
E
D
:
PR
O
J
E
C
T

N
O
:
SC
A
L
E
:
FI
L
E
N
A
M
E
:
DA
T
E
:
FIG
U
R
E

N
O
.
PR
E
P
A
R
E
D

B
Y
:
PR
E
P
A
R
E
D

F
O
R
:
SM
I
T
H
14

N
.

B
o
y
l
a
n

A
v
e
n
u
e
,

R
a
l
e
i
g
h

N
C

2
7
6
0
3
NC

L
I
C
.

N
O
.

C
-
0
8
2
8

(
E
N
G
I
N
E
E
R
I
N
G
)
91
9
.
8
2
8
.
0
5
7
7
GA
R
D
N
E
R
+
© 2016 Smith Gardner, Inc.
BL
A
D
E
N

C
O
U
N
T
Y

M
S
W

L
A
N
D
F
I
L
L
PO
T
E
N
T
I
O
M
E
T
R
I
C

S
U
R
F
A
C
E

M
A
P
MA
R
C
H

2
0
1
6
C.
T
.
J
.
M.
M
.
G
.
AS

S
H
O
W
N
1
Ma
y

2
0
1
6
BL
A
D
E
N

0
8
-
4
BL
A
D
E
N
-
B
0
0
4
5
SW-1
SW-2
SW-1
MW-6

Th
i
s

p
a
g
e

i
n
t
e
n
t
i
o
n
a
l
l
y

l
e
f
t

b
l
a
n
k
.

TABLES

March 2016 Groundwater Monitoring Report
Bladen County Closed MSW Landfill
Solid Waste Permit No. 09-01

This page intentionally left blank.

Ta
b
l
e

1
Gr
o
u
n
d
w
a
t
e
r

E
l
e
v
a
t
i
o
n

D
a
t
a
Bl
a
d
e
n

C
o
u
n
t
y

M
S
W

L
a
n
d
f
i
l
l
Ma
r
c
h

3
0
,

2
0
1
6
By: MG Date: 5/10/2016
We
l
l
We
l
l

In
s
t
a
l
l
a
t
i
o
n

Da
t
e
La
t
i
t
u
d
e

L
o
n
g
i
t
u
d
e
We
l
l

Di
a
m
e
t
e
r

(i
n
c
h
e
s
)
To
t
a
l

W
e
l
l

De
p
t
h

(f
e
e
t

b
g
s
)
Gr
o
u
n
d

Su
r
f
a
c
e

El
e
v
a
t
i
o
n

(f
e
e
t

a
m
s
l
)
TO
C

El
e
v
a
t
i
o
n

(f
e
e
t

a
m
s
l
)
De
p
t
h

t
o

Wa
t
e
r

(f
e
e
t
)
Gr
o
u
n
d
w
a
t
e
r

El
e
v
a
t
i
o
n

(f
e
e
t
)
Screen Interval (feet bgs)Screen Geology
MW
-
1

N
A

3
4
.
6
0
2
9
1

7
8
.
6
1
0
2
7

2
.
0

4
1
.
1
2

1
2
4
.
5
2

1
2
4
.
9
8

1
2
.
2
9

1
1
2
.
6
9

3
1
-
4
1

N
A
MW
-
3

N
A

3
4
.
6
0
5
4
1

7
8
.
6
0
9
8
5

2
.
0

2
1
.
5
2

9
7
.
0
0

9
8
.
5
7

8
.
9
9

8
9
.
5
8

1
1
.
5
-
2
1
.
5

N
A
MW
-
4

N
A

3
4
.
6
0
6
5
8

7
8
.
6
0
8
5
6

2
.
0

4
4
.
3
2

1
0
7
.
3
4

1
0
8
.
8
9

3
3
.
9
3

7
4
.
9
6

3
4
.
5
-
4
4
.
5

N
A
MW
-
5
A

N
A

3
4
.
6
0
7
2
2

7
8
.
6
0
9
3
9

2
.
0

3
1
.
7
4

9
0
.
3
5

9
2
.
4
3

2
1
.
2
1

7
1
.
2
2

2
2
-
3
2

N
A
MW
-
7

N
A

3
4
.
6
0
8
8
6

7
8
.
6
1
3
0
8

2
.
0

1
5
.
1
4

6
2
.
0
6

6
3
.
7
2

1
.
2
0

6
2
.
5
2

5

-

1
5

N
A
MW
-
8

N
A

3
4
.
6
0
7
5
8

7
8
.
6
1
5
4
2

2
.
0

3
0
.
0
0

7
7
.
4
9

7
9
.
0
5

1
5
.
7
2

6
3
.
3
3

2
0
-
3
0

N
A
MW
-
9

N
A

3
4
.
6
0
6
9
2

7
8
.
6
1
5
3
6

2
.
0

1
7
.
5
8

7
2
.
0
9

7
4
.
0
5

7
.
2
8

6
6
.
7
7

7
.
5
-
1
7
.
5

N
A
NO
T
E
:
1.

W
e
l
l

l
o
c
a
t
i
o
n
s

a
n
d

e
l
e
v
a
t
i
o
n
s

p
r
o
v
i
d
e
d

b
y

W
a
l
k
e
r

S
u
r
v
e
y
i
n
g

C
o
.
,

E
l
i
z
a
b
e
t
h
t
o
w
n
,

N
C

f
r
o
m

f
i
e
l
d

s
u
r
v
e
y

c
o
n
d
u
c
t
e
d

o
n

1
0
/
2
7
/
0
8
.
2.

T
o
t
a
l

W
e
l
l

D
e
p
t
h

a
n
d

D
e
p
t
h

t
o

W
a
t
e
r

f
r
o
m

E
n
v
i
r
o
n
m
e
n
t

1

l
a
b
o
r
a
t
o
r
y

r
e
p
o
r
t

d
a
t
e
d

0
5
/
0
2
/
2
0
1
6
,

C
l
i
e
n
t

I
D
#

6
0
7
2
.
3.

S
c
r
e
e
n
e
d

i
n
t
e
r
v
a
l

i
s

a
s
s
u
m
e
d

t
o

b
e

1
0

f
e
e
t
.

N
o

w
e
l
l

c
o
n
s
t
r
u
c
t
i
o
n

d
a
t
a

i
s

c
u
r
r
e
n
t
l
y

a
v
a
i
l
a
b
l
e
.
4.

N
A
-
N
o
t

A
v
a
i
l
a
b
l
e
\\
R
A
L
N
A
S
\
O
f
f
i
c
e
_
S
h
a
r
e
\
P
r
o
j
e
c
t
s
\
G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g
\
2
.

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g

R
e
p
o
r
t
s
\
B
l
a
d
e
n

C
o
u
n
t
y
\
B
l
a
d
e
n

C
l
o
s
e
d

M
S
W
\
1
6
.

B
l
a
de
n

M
S
W

M
a
r
c
h

2
0
1
6
\
M
a
r
1
6
-
B
l
a
d
e
n

M
S
W

t
a
b
l
e
s
.
x
l
s
x
Ta
b
l
e

2
Fi
e
l
d

P
a
r
a
m
e
t
e
r
s
Bl
a
d
e
n

C
o
u
n
t
y

M
S
W

L
a
n
d
f
i
l
l
Ma
r
c
h

3
0

2
0
1
6
By: MG Date: 5/10/2016
We
l
l

I
d
e
n
t
i
f
i
c
a
t
i
o
n

#
Te
m
p
e
r
a
t
u
r
e

(°
C
e
l
s
i
u
s
)
Sp
e
c
i
f
i
c

Co
n
d
u
c
t
i
v
i
t
y

(u
S
/
c
m
)
pH
MW
-
1
17

2
4
8

5
.
4
MW
-
3
16

5
3
4

6
.
3
MW
-
4
19

6
5
2

6
.
7
MW
-
5
A
18

6
7
4

7
.
0
MW
-
7
17

5
0
4

6
.
7
MW
-
8

1
8

4
3
2

6
.
4
MW
-
9

1
7

8
5
4

6
.
6
SW
-
1

1
6

1
1
9

6
.
2
SW
-
2

1
6

1
7
5

7
.
6
NO
T
E
:

1
.

D
a
t
a

f
r
o
m

E
n
v
i
r
o
n
m
e
n
t

1

l
a
b
o
r
a
t
o
r
y

r
e
p
o
r
t

d
a
t
e
d

5
/
2
/
2
0
1
6
,
C
l
i
e
n
t

I
D
#

6
0
7
2
.
\\
R
A
L
N
A
S
\
O
f
f
i
c
e
_
S
h
a
r
e
\
P
r
o
j
e
c
t
s
\
G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g
\
2
.

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g

R
e
p
o
r
t
s
\
B
l
a
d
e
n

C
o
u
n
t
y
\
B
l
a
d
e
n

C
l
o
s
e
d

M
S
W
\
1
6
.

B
l
a
de
n

M
S
W

M
a
r
c
h

2
0
1
6
\
M
a
r
1
6
-
B
l
a
d
e
n

M
S
W

t
a
b
l
e
s
.
x
l
s
x
Ta
b
l
e

3
De
t
e
c
t
e
d

C
o
n
s
t
i
t
u
e
n
t
s
Bl
a
d
e
n

C
o
u
n
t
y

M
S
W

L
a
n
d
f
i
l
l
Ma
r
c
h

3
0
,

2
0
1
6
By: MG Date: 5/10/2016
Co
n
s
t
i
t
u
e
n
t
s

M
D
L

S
W
S
L

2
L

M
C
L

2
B

M
W
-
1

M
W
-
3

M
W
-
4

M
W
-
5
A

M
W
-
7

M
W
-
8

M
W
-
9

S
W
-
1

S
W
-
2
Ar
s
e
n
i
c

0
.
6
6

1
0

1
0

1
0

1
0

<
0
.
6
6

4
.
8

J

<
0
.
6
6

<
0
.
6
6

0
.
9
2

J

<
0
.
6
6

4
.
6

J

<
0
.
6
6

<
0
.
6
6
Ba
r
i
u
m

0
.
0
2

1
0
0

7
0
0

2
0
0

2
0
0
0
0
0

1
2
9

3
3
.
1

J

7
0
.
3

J

1
5
8

4
0

J

9
2
.
4

J

1
0
7

2
7
.
7

J

3
9
.
5

J
Ca
d
m
i
u
m

0
.
0
5
12
5
2
0.
2
4

J

0
.
1
8

J

0
.
1
6

J

0
.
1
2

J

0
.
1
5

J

0
.
4
8

J

<
0
.
0
5

0
.
0
7

J

0
.
1

J
Le
a
d

0
.
0
6

1
0

1
5

1
5

2
5

0
.
5
3

J

<
0
.
0
6

0
.
7

J

<
0
.
0
6

<
0
.
0
6

0
.
1
3

J

<
0
.
0
6

0
.
5
1

J

0
.
1
1

J
Se
l
e
n
i
u
m

0
.
5
4

1
0

2
0

5
0

5

1
.
3

J

<
0
.
5
4

1

J

0
.
8
2

J

0
.
5
9

J

0
.
8
2

J

1
4

<
0
.
5
4

<
0
.
5
4
Be
n
z
e
n
e

0
.
2
4

1

1

5

5
1

<
0
.
2
4

0
.
9

J

<
0
.
2
4

<
0
.
2
4

<
0
.
2
4

<
0
.
2
4

0
.
9

J

<
0
.
2
4

<
0
.
2
4
Ch
l
o
r
o
b
e
n
z
e
n
e

0
.
3
0

3

5
0

1
0
0

1
4
0

<
0
.
3

<
0
.
3

<
0
.
3

<
0
.
3

<
0
.
3

<
0
.
3

2
.
7

J

<
0
.
3

<
0
.
3
1,
4
-

D
i
c
h
l
o
r
o
b
e
n
z
e
n
e

0
.
3
9

1

6

7
5

1
0
0

<
0
.
3
9

<
0
.
3
9

<
0
.
3
9

<
0
.
3
9

<
0
.
3
9

<
0
.
3
9

0
.
4

J

<
0
.
3
9

<
0
.
3
9
Ci
s
-
1
,
2
-
D
i
c
h
l
o
r
o
e
t
h
e
n
e

0
.
2
5

5

7
0

7
0

7
2
0

<
0
.
2
5

<
0
.
2
5

<
0
.
2
5

<
0
.
2
5

<
0
.
2
5

<
0
.
2
5

1
.
7

J

<
0
.
2
5

<
0
.
2
5
1,
1

D
i
c
h
l
o
r
o
e
t
h
a
n
e

0
.
2
0

5

6

N
E

1
0
0

<
0
.
2

<
0
.
2

0
.
7

J

<
0
.
2

<
0
.
2

<
0
.
2

0
.
3

J

<
0
.
2

<
0
.
2
2-
B
u
t
a
n
o
n
e

2
.
2
1

1
0
0

4
0
0
0

N
E

7
5
0
0
0
0

<
2
.
2
1

<
2
.
2
1

<
2
.
2
1

2
.
7

J

<
2
.
2
1

<
2
.
2
1

<
2
.
2
1

<
2
.
2
1

<
2
.
2
1
Vi
n
y
l

C
h
l
o
r
i
d
e

0
.
6
3

1

0
.
0
3

2

2
.
4

<
0
.
6
3

<
0
.
6
3

<
0
.
6
3

<
0
.
6
3

<
0
.
6
3

<
0
.
6
3
2.20 <0.63

<
0
.
6
3
NO
T
E
:

M
D
L

-

M
e
t
h
o
d

D
e
t
e
c
t
i
o
n

L
i
m
i
t
SW
S
L

-

S
o
l
i
d

W
a
s
t
e

Q
u
a
n
t
i
t
a
t
i
o
n

L
i
m
i
t
2L

-
Gr
o
u
n
d
w
a
t
e
r

S
t
a
n
d
a
r
d
s

(
1
5
A

N
C
A
C

2
L

0
2
0
0
)
MC
L

-
Ma
x
i
m
u
m

C
o
n
t
a
m
i
n
a
n
t

L
e
v
e
l
2B

-
NC
A
C

2
B

S
t
a
n
d
a
r
d

f
o
r

C
l
a
s
s

C

w
a
t
e
r
s
Bo
l
d
-

C
o
n
c
e
n
t
r
a
t
i
o
n
s

a
b
o
v
e

2
L

s
t
a
n
d
a
r
d
.
J

-

L
a
b
o
r
a
t
o
r
y

i
d
e
n
t
i
f
i
e
d

c
o
n
s
t
i
t
u
e
n
t
s

b
e
l
o
w

S
W
S
L

l
i
m
i
t

b
u
t

a
b
o
v
e

m
e
t
h
o
d

d
e
t
e
c
t
i
o
n

l
i
m
i
t
.
<M
D
L

-

C
o
n
s
t
i
t
u
n
e
n
t

n
o
t

d
e
t
e
c
t
e
d

a
b
o
v
e

M
D
L
SW
S
L
s
,

2
L

S
t
a
n
d
a
r
d
s

a
n
d

R
e
s
u
l
t
s

a
r
e

p
r
e
s
e
n
t
e
d

i
n

u
g
/
l
.
Da
t
a

f
r
o
m

E
n
v
i
r
o
n
m
e
n
t

1

l
a
b
o
r
a
t
o
r
y

r
e
p
o
r
t

d
a
t
e
d

5
/
2
/
2
0
1
6
,

C
l
i
e
n
t

I
D
#

6
0
7
2
.
Or
g
a
n
i
c

C
o
n
s
t
i
t
u
e
n
t
s
In
o
r
g
a
n
i
c

C
o
n
s
t
i
t
u
e
n
t
s
\\
R
A
L
N
A
S
\
O
f
f
i
c
e
_
S
h
a
r
e
\
P
r
o
j
e
c
t
s
\
G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g
\
2
.

G
r
o
u
n
d
w
a
t
e
r

M
o
n
i
t
o
r
i
n
g

R
e
p
o
r
t
s
\
B
l
a
d
e
n

C
o
u
n
t
y
\
B
l
a
d
e
n

C
l
o
s
e
d

M
S
W
\
1
6
.

B
l
a
de
n

M
S
W

M
a
r
c
h

2
0
1
6
\
M
a
r
1
6
-
B
l
a
d
e
n

M
S
W

t
a
b
l
e
s
.
x
l
s
x

Th
i
s

p
a
g
e

i
n
t
e
n
t
i
o
n
a
l
l
y

l
e
f
t

b
l
a
n
k
.

Appendix A
Laboratory Analytical Report
March 2016 Groundwater Monitoring Report
Bladen County Closed MSW Landfill
Solid Waste Permit No. 09-01

This page intentionally left blank.