7803_Robeson_CDLF_EmergencyReqVertExpan_DIN26968_20161103

9731-F Southern Pine Blvd.
Charlotte, NC 28273
tel: [phone]
fax: [phone]
www.JoyceEngineering.com

November 3, 2016

Mr. Larry Frost
Environmental Engineer
NC DEQ Solid Waste Section
Solid Waste Section – Permitting Branch
2090 U.S. Highway 70
Swannanoa, North Carolina 28778-8211

RE: C&D Landfill - Permit Amendment
Vertical Expansion
Robeson County Landfill
Permit No. 7803-CDLF-1997
JOYCE Project No. 820.1701.11 Task 01

Dear Mr. Frost:

On behalf of Robeson County, Joyce Engineering, Inc. (JOYCE) is submitting the
enclosed application for a Permit Amendment for the C&D Landfill (Phase 1) at Robeson
County. Due to the state of emergency at Robeson County, the County’s C&D waste intake is
expected to increase dramatically during the upcoming months following the cleanup from
Hurricane Matthew catastrophic flooding. The current estimates indicate that approximately
50,000 tons of C&D waste will need to be disposed at the County’s landfill. As of April 18,
2016, the remaining airspace at the C&D Landfill to the intermediate waste grades was
approximately 147,749 cy.

This application includes modifying the final closure grades for active C&D Landfill (the
19.9 acres permitted for C&D waste disposal) to increase disposal capacity. Included in this
application are drawings illustrating the existing conditions at the landfill, the vertical expansion
of the landfill, intermediate waste level and cross sections (EP-01 through EP-03). In addition,
the fill sequencing plan of the vertical expansion is shown on OP-01. The grading plan of the
vertical expansion was based on the April 2016 aerial survey.

The proposed vertical expansion will add approximately 417,251 cy of disposal capacity
to the landfill. The additional airspace does not include the remaining airspace of 147,749 cy to
the intermediate waste grades as of April 2016. Please note that the side slopes of the vertical
expansion are 3:1, while the original landfill side slopes were 4:1 (Please refer to EP-03). It
should be noted that the permitted final cap of the existing landfill was slightly modified on the
northwest side of the landfill to match existing conditions.

The operations plan, closure and post-closure plan, construction quality assurance plan,
technical specifications, Landfill Gas Monitoring Plan (LFGMP) and Water Quality Monitoring
Mr. Larry Frost
November 3, 2016
Page 2 of 2

Plan (WQMP) were not included in this submittal due to the fact that no revisions have been
made since they were last permitted.

We request that the Solid Waste Section proceed with the review of this application for the
permit amendment and vertical expansion. Please let us know if you have any questions or if
there are additional issues that might be resolved by phone or email in order to expedite your
review.

Sincerely,
JOYCE ENGINEERING
Amy Davis, P.E.
Technical Consultant

Attachments
Drawings EP-T, EP-L, EP-01, EP-02, EP-03, and OP-01

Cc: Mr. Ed Mussler, PE, NC DEQ Central Office
Mr. Steve Edge, Robeson County Landfill, Solid Waste Director

NC ST. HI
G
H
W
A
Y

2
0
APPROXIMATE LOCATION
OF PROPERTY LINE
ROBESON COUNTY
ROBESON COUNTY LANDFILL
C&D VERTICAL EXPANSION
PERMIT AMENDMENT
ROBESON COUNTY, NORTH CAROLINA
ENGINEERING PLAN
NOVEMBER 2016
COUNTY LOCATION MAP
NORTH CAROLINA
VICINITY MAP
OWNER INFORMATION
PREPARED FOR:ROBESON COUNTY LANDFILL
ADDRESS:246 LANDFILL ROAD
ST. PAULS, NORTH CAROLINA 28384
CONTACT:STEVE EDGE
( 910 ) 865-3348
PROPERTY INFORMATION
ADDRESS: 246 LANDFILL ROAD
ST. PAULS, NORTH CAROLINA 28384
NCDEQ PERMIT: 78-03
ACREAGE:537 ACRES
DRAWING INDEX
PROJECT NO.
AP
P
R
O
V
E
D
CH
E
C
K
E
D
DR
A
W
N
DE
S
I
G
N
E
D
DA
T
E
DA
T
E
RE
V
I
S
I
O
N
S

A
N
D

R
E
C
O
R
D

O
F

I
S
S
U
E
BY
NO
AP
P
CK
SCALE

A
l
l

r
i
g
h
t
s

r
e
s
e
r
v
e
d
.
Ó

J
o
y
c
e

E
n
g
i
n
e
e
r
i
n
g
,

I
n
c
.
DRAWING NO.
L:
\
R
o
b
e
s
o
n

c
o
u
n
t
y
\
2
0
1
6

2
-
4

V
E
R
T
I
C
A
L

E
X
P
A
N
S
I
O
N
\
E
P
-
T

T
I
T
L
E

S
H
E
E
T

C
&
D
.
d
w
g

L
a
y
o
u
t
=
L
a
y
o
u
t
1
NC

C
O
R
P

L
I
C
:

C
-
0
7
8
2
820.1602.11
20
1
6
EP-T
N.T.S.
MM
RW
H
LB
B
AD
11
/
1
/
1
6
97
3
1
-
F

S
O
U
T
H
E
R
N

P
I
N
E

B
L
V
D
CH
A
R
L
O
T
T
E
,

N
C

2
8
2
7
3
PH
O
N
E
:

(
7
0
4
)

8
1
7
-
2
0
3
7
SHEET DESCRIPTION
TITLE SHEET
LEGEND AND GENERAL NOTES
EXISTING CONDITIONS
C&D LANDFILL INTERMEDIATE CONTOURS
CROSS SECTIONS
FILL SEQUENCING PLAN
EP-T
EP-L
EP-01
EP-02
EP-03
OP-1
RO
B
E
S
O
N

C
O
U
N
T
Y

L
A
N
D
F
I
L
L
ST
.

P
A
U
L
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
EN
G
I
N
E
E
R
I
N
G

P
L
A
N
:
TI
T
L
E

S
H
E
E
T
G
R
O
U
N
D
W
A
T
E
R

M
O
N
I
T
O
R
I
N
G

W
E
L
L
O
B
S
E
R
V
A
T
I
O
N

W
E
L
L
N
E
S

W
E
L
L
P
E
R
F
O
R
M
A
N
C
E

W
E
L
L
S
E
N
T
I
N
E
L

W
E
L
L
E
X
T
R
A
C
T
I
O
N

W
E
L
L
W
E
T
L
A
N
D
S

P
I
E
Z
O
M
E
T
E
R
P
I
E
Z
O
M
E
T
E
R
L
A
N
D
F
I
L
L

G
A
S

P
R
O
B
E
L
F
G

E
X
T
R
A
C
T
I
O
N

W
E
L
L

W
I
T
H

P
U
M
P
L
F
G

E
X
T
R
A
C
T
I
O
N

W
E
L
L
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
L
E
A
C
H
A
T
E

M
O
N
I
T
O
R
I
N
G

P
O
I
N
T
B
O
R
E

H
O
L
E

L
O
C
A
T
I
O
N
C
O
R
I
N
G

L
O
C
A
T
I
O
N
S
O
I
L

S
A
M
P
L
I
N
G

L
O
C
A
T
I
O
N
T
E
S
T

P
I
T

L
O
C
A
T
I
O
N
B
E
N
C
H
M
A
R
K
S
P
R
I
N
G
H
E
A
D

L
O
C
A
T
I
O
N
W
E
L
L

L
O
C
A
T
I
O
N
C
O
N
T
R
O
L

P
O
I
N
T
S
Y
M
B
O
L
S
PROPERTY LINE / FACILITY BOUNDARYEASEMENTFENCE LINEx
C
O
N
V
E
N
T
I
O
N
A
L

S
Y
M
B
O
L
S

A
N
D

G
E
N
E
R
A
L

N
O
T
E
S
U
T
I
L
I
T
Y

P
O
L
E
H
Y
D
R
A
N
T
L
I
G
H
T

P
O
L
E
T
A
N
K

(
S
I
Z
E

V
A
R
I
E
S
)
T
R
A
N
S
F
O
R
M
E
R
M
A
N
H
O
L
E
C
L
E
A
N
O
U
T
OVERHEAD ELECTRICUNDERGROUND ELECTRICOVERHEAD TELEPHONEUNDERGROUND TELEPHONEFORCEMAINDUAL CONTAINED LEACHATE FORCEMAIN SANITARY SEWERPROCESS SEWERLANDFILL GAS RAILROADGUARDRAILNATURAL GASSOLID PIPE (TYPE NOTED)PERFORATED PIPE (TYPE NOTED)POTABLE WATER RESOURCE PROTECTION AREA RIGHT OF WAY
M
UGTUGTDCFMDCFM UGEUGEPAVED ROADGRAVEL/DIRT ROADWASTE MANAGEMENT BOUNDARY TREE LINE
S
I
L
T

F
E
N
C
E
E
R
O
S
I
O
N

A
N
D

S
E
D
I
M
E
N
T

C
O
N
T
R
O
L

F
E
A
T
U
R
E
S
S
F
MAJOR TOPOGRAPHIC CONTOURMINOR TOPOGRAPHIC CONTOURGROUNDWATER SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)
S
P
O
T

E
L
E
V
A
T
I
O
N
BEDROCK SURFACE CONTOUR(FT ABOVE MEAN SEA LEVEL)1001008070 CULVERT (SIZE NOTED)
V
-
3
V
A
L
V
E

L
O
C
A
T
I
O
N

&

I
D
E
N
T
I
F
I
C
A
T
I
O
N
C
O
N
D
E
N
S
A
T
E

T
R
A
P

W
I
T
H
O
U
T

P
U
M
P
LIMITS OF WASTE
S
T
O
R
M
W
A
T
E
R

P
I
P
E

O
U
T
L
E
T

P
R
O
T
E
C
T
I
O
N
LEACHATE COLLECTION TRENCHLCTLCT
S
C
C
-
1
D
I
V
E
R
S
I
O
N

B
E
R
M
S
T
O
R
M

W
A
T
E
R

C
O
N
V
E
Y
A
N
C
E

C
H
A
N
N
E
L
I
P
I
N
L
E
T

P
R
O
T
E
C
T
I
O
N
P
S
P
E
R
M
A
N
E
N
T

S
E
E
D
I
N
G
D
V
T
E
M
P
O
R
A
R
Y

S
L
O
P
E

D
R
A
I
N
T
S
D
-
1
O
P
O
U
T
L
E
T

P
R
O
T
E
C
T
I
O
N
B?SECTION CALL-OUT
S
T
-
1
S
E
D
I
M
E
N
T

T
R
A
P
C
T
-
1
C
O
N
D
E
N
S
A
T
E

T
R
A
P

W
I
T
H

P
U
M
P
C
T
/
P
-
1
P
A
S
S
I
V
E

L
F
G

V
E
N
T
SURVEY TIE LINESURFACE WATERAPPROXIMATE 100 YEAR FLOODPLAINLANDFILL GAS CONDENSATE
B
-
X
3
.
0
5
3
.
1
2
3
.
1
7
3
.
0
7
3
.
3
2
3
.
1
5
3
.
1
8
3
.
1
3
C
I
P
C
U
L
V
E
R
T

I
N
L
E
T

P
R
O
T
E
C
T
I
O
N
3
.
0
8
S
B
-
1
S
E
D
I
M
E
N
T

B
A
S
I
N
3
.
1
4
C
D
R
O
C
K

C
H
E
C
K

D
A
M
3
.
2
0
C
O
N
S
T
R
U
C
T
I
O
N

E
N
T
R
A
N
C
E
3
.
0
2
C
E
B
M
E
X
I
S
T
I
N
G
P
R
O
P
O
S
E
D
V
-
3
C
T
-
1
C
T
/
P
-
1
LINESEXISTINGPROPOSEDxUGTUGTDCFMDCFMUGEUGELCTLCTCELL LIMITS SSSS FM
N
A
M
E
N
O
.
S
Y
M
B
O
L
W
A
T
E
R

M
E
T
E
R
V
A
L
V
E
P
I
P
E

F
I
T
T
I
N
G
S
W
M
W
M
C
O
C
O
S
I
G
N
M
T
P
-
X
DEMOLITION PLAN-VIEW HATCHINGEXISTINGPROPOSEDASPHALT PAVEMENTGRAVELCONCRETEWETLANDS APPROXIMATE GROUNDWATER FLOW PATHWAYUSED TO CALCULATE HYDRAULIC GRADIENT
P
Z
-
X
P
Z
-
X
G
P
-
X
M
W
-
X
M
W
-
O
W
-
X
M
W
-
P
W
-
X
M
W
-
X
N
E
S
-
O
W
-
X
M
W
-
O
W
-
X
N
E
S
-
O
W
-
X
M
W
-
P
W
-
X
M
W
-
X
M
W
-
X
E
W
-
X
E
W
-
X
G
V
-
X
S
M
P
-
X
L
M
P
-
X
G
V
-
X
G
W
-
X
G
W
-
X
C
-
X
C
P
S
S
-
X
S
-
X
W
P
Z
-
X
P
Z
-
X
G
P
-
X
G
W
P
-
X
G
W
P
-
X
S
M
P
-
X
L
M
P
-
X
B
H
-
X
C
-
X
S
S
-
X
R/WR/WGWBR
1
4
.
7
0
1
4
.
7
0
S
U
R
V
E
Y

N
O
T
E
S
:
1
.
T
O
P
O
G
R
A
P
H
I
C

C
O
N
T
O
U
R

I
N
T
E
R
V
A
L

=

2

F
E
E
T
,

U
N
L
E
S
S

I
N
D
I
C
A
T
E
D

O
T
H
E
R
W
I
S
E
.
2
.
O
N
-
S
I
T
E

T
O
P
O
G
R
A
P
H
Y

P
R
O
V
I
D
E
D

B
Y

S
P
A
T
I
A
L

D
A
T
A
,

I
N
C
.

P
H
O
N
E

(
3
3
6
)
-
8
4
1
-
1
2
4
7
,

D
A
T
E
D

A
P
R
I
L

1
8
,

2
0
1
6
.
3
.
F
E
D
E
R
A
L

I
N
S
U
R
A
N
C
E

A
D
M
I
N
I
S
T
R
A
T
I
O
N
,

F
L
O
O
D

I
N
S
U
R
A
N
C
E

R
A
T
E

M
A
P
,

R
O
B
E
S
O
N

C
O
U
N
T
Y
,

N
C
,

I
N
D
I
C
A
T
E
S

N
O

1
0
0

Y
E
A
R

F
L
O
O
D

P
L
A
I
N
S

O
N

S
I
T
E
.
4
.
P
R
O
P
E
R
T
Y

B
O
U
N
D
A
R
Y

B
E
A
R
I
N
G

A
N
D

D
I
S
T
A
N
C
E
S

P
R
O
V
I
D
E
D

B
Y

R
O
B
E
S
O
N

C
O
U
N
T
Y
5
.
S
I
T
E

C
O
N
T
R
O
L

I
N
F
O
R
M
A
T
I
O
N

P
R
O
V
I
D
E
D

S
P
A
T
I
A
L

D
A
T
A
,

I
N
C

D
A
T
E
D

M
A
Y

1
3
,

2
0
1
5
6
.
T
H
E

S
U
R
V
E
Y

W
A
S

P
E
R
F
O
R
M
E
D

W
I
T
H
O
U
T

T
H
E

B
E
N
E
F
I
T

O
F

A

T
I
T
L
E

S
E
A
R
C
H

A
N
D

A
L
L
E
A
S
E
M
E
N
T
S

A
N
D

E
N
C
U
M
B
R
A
N
C
E
S

M
A
Y

N
O
T

B
E

S
H
O
W
N
.
P
R
O
J
E
C
T

N
O
.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK
S
C
A
L
E
All rights reserved.
Ó Joyce Engineering, Inc.
D
R
A
W
I
N
G

N
O
.
L:\Robeson county\2016 2-4 VERTICAL EXPANSION\EP-L LEGEND AND GENERAL NOTES.dwg Layout=Layout1
NC CORP LIC: C-0782
8
2
0
.
1
6
0
2
.
1
1
2016
E
P
-
L
N
.
T
.
S
.
LEGEND AND GENERAL NOTES
MM
RWH
LBB
AD
11/1/169731-F SOUTHERN PINE BLVD
CHARLOTTE, NC 28273
PHONE: [phone]
ROBESON COUNTY LANDFILL
ST. PAULS, NORTH CAROLINA
ENGINEERING PLAN:
1
4
0
1
5
0
1
4
0
1
5
0
1
4
0
1
4
0
140
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
1
5
0
1
5
0
2
0
0
1
9
0
1
8
0
1
7
0
1
6
0
1
5
0
160
170
180
190
200
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
0
0
1
9
0
1
8
0
1
7
0
1
6
0
1
5
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
1
0
2
0
0
1
9
0
1
9
0
150160
170180
190
200
210
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
200
2
1
0
1
9
0
1
8
0
1
7
0
1
6
0
160
170
180
190
15
0
1
5
0
1
5
0
1
5
0
140
150
1
3
0
1
3
0
1
5
0
1
5
0
16
0
1
7
0
1
5
0
1
5
0
1
5
0
1
5
0
150
1
3
0
1
3
0
1
4
0
1
4
0
15
0
1
4
0
1
5
0
1
4
0
1
4
0
1
4
0
160
140
1
5
0
1
5
0
1
5
0
1
5
0
150
1
5
0
1
5
0
1
5
0
1
5
0
1
4
0
1
5
0
1
5
0
PHASE 4
10.9 AC.
N
C

S
T
A
T
E

H
I
G
H
W
A
Y

2
0
BIG
MA
R
S
H
SW
A
M
P
B
U
F
F
E
R

(
T
Y
P
)
3
0
0
'
-
0
"
UNDISTURBED
ARCHAEOLOGICAL
SITE
PHASE 1
(CLOSED
MSW)
PROPERTY LINE
B
U
F
F
E
R

(
T
Y
P
)
3
0
0
'
-
0
"
EXISTING
BORROW
AREA
ACTIVE
C&D
UNDISTURBED
PHASE 2
25.0 AC
PHASE 3
13.7 AC
FUTURE BORROW
AREA
BENCHMARKS
Point #
RCL01
RCL04
RCL05
RCL06
RCL07
Elevation Northing
379964.60
377598.72
377238.56
380010.15
381035.39
Easting
2027632.54
2027050.60
2024987.25
2024856.66
2025227.09
153.94
134.96
150.20
150.22
151.41
2024500 E
2025000 E
2025500 E
2026000 E
2026500 E
2027000 E
2027500 E
2028000 E
2028500 E
3
7
6
0
0
0

N
3
7
6
5
0
0

N
3
7
7
0
0
0

N
3
7
7
5
0
0

N
3
7
8
0
0
0

N
3
7
8
5
0
0

N
3
7
9
0
0
0

N
3
7
9
5
0
0

N
3
8
0
0
0
0

N
3
8
0
5
0
0

N
3
8
1
0
0
0

N
3
8
1
5
0
0

N
3
8
2
0
0
0

N
2023000 E
2023500 E
2024000 E2024000 E
2024500 E
2025000 E
2025500 E
2026000 E
2026500 E
2027000 E
2027500 E
2028000 E
RCL04
RCL05
RCL01
RCL07
RCL06
MW-19
MW-20
MW-21
MW-22
MW-13R
MW-14R
MW-15A
MW-16
MW-17R
MW-18
MW-4A
MW-12
OW-9
OW-9A
MW-10
MW-2
MW-11
MW-8
MW-9A
MW-9
MW-3R
MW-7
PZ-G8
PZ-G7
PZ-G10S
PZ-G9S
PZ-G9D
MW-23
MW-24
MW-25R
MW-26
MW-9B
MW-5
MW-5A
MW-1
MW-6MW-25
SW-2
SW-1
MMW-3 MMW-2 MMW-1A
MMW-4
MMW-11
MMW-10
MMW-9
MMW-8MMW-7
MMW-6
MMW-4A
MMW-14
MMW-12
MMW-13
MMW-16
MMW-17R
MMW-18R
LC
-
2
LC-3
LC
-
4
LC
-
5
LC-6
LC-7
LC-8
LC-9
LC-10
EWA-19
EWA-21
EWA-22
EWA-23
EWA-24
EWA-18
EWA-16
EWA-17
EWA-14
EXISTING LANDFILL
GAS SYSTEM
EW-18
EW-19
EW-27
EW-26
EW-28
EW-29
4
"
3
"
3
"
3
"
3
"
3
"
3
"
6
"
EW-9
EW-8 EW-7
EW-6
EW-5
EW-4
EW-2
EW-3
EW-11
EW-10
EW-12
EW-13
EW-14
EXISTING LANDFILL
GAS SYSTEM
PROJECT NO.
AP
P
R
O
V
E
D
CH
E
C
K
E
D
DR
A
W
N
DE
S
I
G
N
E
D
DA
T
E
DA
T
E
RE
V
I
S
I
O
N
S

A
N
D

R
E
C
O
R
D

O
F

I
S
S
U
E
BY
NO
AP
P
CK
SCALE

A
l
l

r
i
g
h
t
s

r
e
s
e
r
v
e
d
.
Ó

J
o
y
c
e

E
n
g
i
n
e
e
r
i
n
g
,

I
n
c
.
DRAWING NO.
L:
\
R
o
b
e
s
o
n

c
o
u
n
t
y
\
2
0
1
6

2
-
4

V
E
R
T
I
C
A
L

E
X
P
A
N
S
I
O
N
\
E
P
-
1

E
X
I
S
T
I
N
G

C
O
N
D
I
T
I
O
N
S
.
d
w
g

L
a
y
o
u
t
=
L
a
y
o
u
t
1
97
3
1
-
F

S
O
U
T
H
E
R
N

P
I
N
E

B
L
V
D
.
CH
A
R
L
O
T
T
E
,

N
C

2
8
2
7
3
PH
O
N
E
:

(
7
0
4
)

8
1
7
-
2
0
3
7
NC

C
O
R
P

L
I
C
:

C
-
0
7
8
2
0
(FEET)
GRAPHIC SCALE
600300150
820.1602.11
RO
B
E
S
O
N

C
O
U
N
T
Y

L
A
N
D
F
I
L
L
ST
.

P
A
U
L
S
,

N
O
R
T
H

C
A
R
O
L
I
N
A
20
1
6
EP-01
AS SHOWN
EN
G
I
N
E
E
R
I
N
G

P
L
A
N
:
EX
I
S
T
I
N
G

C
O
N
D
I
T
I
O
N
S
MM
RW
H
LB AD
11
/
1
/
1
6
UNDI
S
T
U
R
B
E
D
ARCHA
E
O
L
O
G
I
C
A
L
S
I
T
E
P
H
A
S
E

1
(
C
L
O
S
E
D

M
S
W
)
A
C
T
I
V
E

C
&
D
140 160 150150130140
1
3
0
130
1
4
0
1
3
0
1
4
0
1
4
0
1
4
0
1
5
0
1
5
0
150
150
1
5
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
1
8
0
1
7
0
1
6
0
150 160 170140
2
0
0
1
9
0
1
8
0
1
7
0
1
6
0
1
5
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
150
1
5
0
150 150 160 170 180 190
1
5
0
2
1
0
150150150150140140140 150150
150
1
3
0
140 0+001+002+003+004+00
5+00
6+00
7+00
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
0
+
0
0
1
+
0
0
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
9
+
5
0
AEP-03
B
EP-03
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
2
4
0
2
5
0
2
6
0
1
4
0
2
6
0
2
5
0
2
4
0
2
3
0
2
2
0
2
1
0
2
0
0
1
9
0
A
E
P
-
0
3
B
EP-03
P
E
R
M
I
T
T
E
D

L
I
M
I
T
S
O
F

W
A
S
T
E

(
T
Y
P
)
E
X
I
S
T
I
N
G
A
C
C
E
S
S

R
O
A
D
L
I
M
I
T
S

O
F
V
E
R
T
I
C
A
L

E
X
P
A
N
S
I
O
N
5
%
A
P
P
R
O
X
I
M
A
T
E

L
I
M
I
T
S

O
F
C
&
D

M
A
T
E
R
I
A
L
A
N
Y

G
R
A
D
I
N
G

B
E
Y
O
N
D
L
I
M
I
T
S

S
H
A
L
L

B
E

S
O
I
L

O
N
L
Y
T
O

T
I
E

T
O

E
X
I
S
T
I
N
G

G
R
A
D
E
S
.
E
W
-
1
8
E
W
-
1
9
E
W
-
2
7
E
W
-
2
6
E
W
-
2
8
E
W
-
2
9
EW-9 EW-8 EW-7
E
W
-
6
E
W
-
5
E
W
-
4
E
W
-
2
E
W
-
3
E
W
-
1
1
E
W
-
1
0
E
W
-
1
2
E
W
-
1
3
E
W
-
1
4
G
A
S

W
E
L
L
(
T
Y
P
)
E
X
I
S
T
I
N
G

G
A
S

W
E
L
L
T
O

B
E

E
X
T
E
N
D
E
D

A
S
N
E
C
E
S
S
A
R
Y

(
T
Y
P
)
0
(
F
E
E
T
)
G
R
A
P
H
I
C

S
C
A
L
E
1
6
0
8
0
4
0
P
R
O
J
E
C
T

N
O
.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK
S
C
A
L
E
All rights reserved.
Ó Joyce Engineering, Inc.
D
R
A
W
I
N
G

N
O
.
L:\Robeson county\2016 2-4 VERTICAL EXPANSION\EP-2 C&D INTERMEDIATE GRADING PLAN.dwg Layout=EP-02 GRADING (2)
9731-F SOUTHERN PINE BLVD.
CHARLOTTE, NC 28273
PHONE: [phone]
NC CORP LIC: C-0782
8
2
0
.
1
6
0
2
.
1
1
ROBESON COUNTY LANDFILL
ST. PAULS, NORTH CAROLINA
2016
E
P
-
0
2
A
S

S
H
O
W
N
MM
RWH
LB
MM
11/1/16ENGINEERING PLAN:
INTERMEDIATE GRADING PLAN
S
E
C
T
I
O
N

A
130 140 150 160 170 180 190 200 210 220 230 240 250 260
1
3
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
2
4
0
2
5
0
2
6
0
1+002+003+004+00
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
S
E
C
T
I
O
N

B
130 140 150 160 170 180 190 200 210 220 230 240 250 260
1
3
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
2
2
0
2
3
0
2
4
0
2
5
0
2
6
0
1+00
2
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
A
P
R
I
L

1
8
,

2
0
1
6

S
U
R
V
E
Y
4:
1
A
P
R
I
L

1
8
,

2
0
1
6

S
U
R
V
E
Y
I
N
T
E
R
M
E
D
I
A
T
E

G
R
A
D
E
I
N
T
E
R
M
E
D
I
A
T
E

G
R
A
D
E
3:
1
4
:
1
3
:
1
4
:
1
3
:
1
4:1 3:1
P
R
O
J
E
C
T

N
O
.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK
S
C
A
L
E
All rights reserved.
Ó Joyce Engineering, Inc.
D
R
A
W
I
N
G

N
O
.
L:\Robeson county\2016 2-4 VERTICAL EXPANSION\EP-2 C&D INTERMEDIATE GRADING PLAN.dwg Layout=EP-03 SECTIONS
9731-F SOUTHERN PINE BLVD.
CHARLOTTE, NC 28273
PHONE: [phone]
NC CORP LIC: C-0782
8
2
0
.
1
6
0
2
.
1
1
ROBESON COUNTY LANDFILL
ST. PAULS, NORTH CAROLINA
2016
E
P
-
0
3
A
S

S
H
O
W
N
MM
RWH
LB
MM
11/1/16ENGINEERING PLAN:
CROSS SECTIONS A AND B
0(FEET)GRAPHIC SCALE 0 (FEET)VERTICALEXAGGERATION =4080160 10 20 404:10(FEET)GRAPHIC SCALE 0 (FEET)VERTICALEXAGGERATION =4080160 10 20 404:1
S
I
T
E
P
H
A
S
E

1
(
C
L
O
S
E
D

M
S
W
)
A
C
T
I
V
E

C
&
D
140140140150140160 150150150150140
1
3
0
130
1
4
0
1
3
0
1
4
0
1
4
0
1
5
0
1
5
0
150
150
1
5
0
1
4
0
1
3
0
130
1
3
0
1
3
0
1
5
0
1
4
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
7
0
1
6
0
150140
1
7
0
1
6
0
1
5
0
1
5
0
1
5
0
1
5
0
1
5
0
150150150150140140140 150
150
1
3
0
140
P
E
R
M
I
T
T
E
D

L
I
M
I
T
S
O
F

W
A
S
T
E

(
T
Y
P
)
E
X
I
S
T
I
N
G
A
C
C
E
S
S

R
O
A
D
1
5
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
160 170
1
8
0
1
9
0
2
0
0
2
1
0
1
9
0
2
0
0
2
1
0
1
9
0
5
%
U
N
D
I
S
T
U
R
B
E
D
A
R
C
H
A
E
O
L
O
G
I
C
A
L
S
I
T
E
P
H
A
S
E

1
(
C
L
O
S
E
D

M
S
W
)
A
C
T
I
V
E

C
&
D
140140140150140160 150150150150140
1
3
0
1
3
0
1
4
0
1
5
0
1
5
0
150
150
1
5
0
1
4
0
1
3
0
130
1
3
0
13
0
1
5
0
1
4
0
1
4
0
1
5
0
1
6
0
1
7
0
1
8
0
1
7
0
1
6
0
1
5
0
140
1
7
0
1
6
0
1
5
0
1
5
0
1
5
0
1
5
0
1
5
0
1
5
0
150150150150140140140 150150
150
1
3
0
140
P
E
R
M
I
T
T
E
D

L
I
M
I
T
S
O
F

W
A
S
T
E

(
T
Y
P
)
E
X
I
S
T
I
N
G
A
C
C
E
S
S

R
O
A
D
1
5
0
1
6
0
1
7
0
1
8
0
2
0
0
2
1
0
1
6
0
1
7
0
1
8
0
1
9
0
2
0
0
2
1
0
1
9
0
2
0
0
2
1
0
1
9
0
2
2
0
2
3
0
2
4
0
2
5
0
2
6
0
2
2
0
2
3
0
2
4
0
2
5
0
2
6
0
5
%
P
R
O
J
E
C
T

N
O
.
APPROVED
CHECKED
DRAWN
DESIGNED
DATE
DATE REVISIONS AND RECORD OF ISSUE BYNO APPCK
S
C
A
L
E
All rights reserved.
Ó Joyce Engineering, Inc.
D
R
A
W
I
N
G

N
O
.
L:\Robeson county\2016 2-4 VERTICAL EXPANSION\OP-1 FILL SEQUENCE PLAN C&D.dwg Layout=EP-02 GRADING (2)
9731-F SOUTHERN PINE BLVD.
CHARLOTTE, NC 28273
PHONE: [phone]
NC CORP LIC: C-0782
8
2
0
.
1
6
0
2
.
1
1
ROBESON COUNTY LANDFILL
ST. PAULS, NORTH CAROLINA
2016
O
P
-
1
A
S

S
H
O
W
N
MM
RWH
LB
AD
11/1/16
0
(
F
E
E
T
)
G
R
A
P
H
I
C

S
C
A
L
E
2
4
0
1
2
0
6
0
OPERATION PLAN:
FILL SEQUENCE PLAN
0
(
F
E
E
T
)
G
R
A
P
H
I
C

S
C
A
L
E
2
4
0
1
2
0
6
0
Y
E
A
R
S

1

-

2
.
5

(
2
9
0
,
0
0
0

C
Y
)
Y
E
A
R
S

2
.
5

-

5

(
2
7
5
,
0
0
0

C
Y
)