HomeMy WebLinkAbout20130299 Ver 1_Application_20130322
S TATE OF N ORTH C AROLINA
D EPARTMENT OF T RANSPORTATION
P AT M C C RORY A NTHONY J. T ATA
G OVERNOR S ECRETARY
113 Airport Drive, Suite 100, Edenton, NC 27932, Phone (252)-482 -1850, Fax (252)-482 -8722
March 22, 2013
U. S. Army Corps of Engineers
Regulatory Field Office
2407 West 5 th St.
Washington, N.C. 27889 -1000
Attention: Bill Biddlecome COE / Garcy Ward DWQ
Subject: Courtesy notification for the use of a NW 3 & 13 re quest for pipe replacement and riprap
placement on SR 1120 (Odom Rd), 0.3 miles west of SR 1118, in Hertford County.
This is a courtesy notification from the North Carolina Department of Transportation for the use of
a NW 3 & 13 permit for the replacement of a pipe and riprap pl acement on SR 1120 in Hertford County.
The pipe is located 0.3 miles west of SR 1118 (36.26105, -77.18162). T he existing pipes are 2 @ 60” x 47’
Corrugated Metal. The pipes will be completely removed, following NCDOT BMP’s for pipe replacement.
The propos ed pipe is 1 @ 14’ x 8’-7” x 45’Aluminum Structural Plate Pipe Arch with headwalls and riprap
at the four corners. The pipe is located in Mill Branch, Class “C, NSW” waters. Permit drawings and a
topo map are included in this letter. If you need any add itional information or have any questions
concer ning this project please contact Ryan Shook at 252 -482 -1871 .
Sincerely,
Jerry Jennings, PE
Division One Engineer
Clay Willis
Division On e Environmental Officer
p i p e 3 6 .2 6 1 0 5 -7 7 .1 8 1 6 2
1 1 1 8
1 2 1 3
1 1 1 4
1 2 4 9
1 1 2 1 1 1 1 9
1
2
0
7
1 1 2 0
1 1 1 6
1
1
5
5
1 1 2 3
1
1
0
1
1
1
5
2
1 1 0 0
1
1
8
5
1 2 1 1
1 2 1 4
1 1 1 7
1 1 1 5
3 0 5
5 6 1 3 5
0 0 .5 1 0 .2 5 M i l e s -U S G S Q u a d - W o o d l a n d C h o w a n R i v e r B a s i n
H e r t f o r d C o u n t y S R 1 1 2 0 O d o m R d b r i d g e p i p e r e p l a c e m e n t , 0 .3 m i . W . o f S R 1 1 1 8
P
L
A
N
V
I
E
W
D
E
T
A
I
L
E
D
D
R
A
W
I
N
G
S T A T E
O
F
N
O
R T H
C A R O L I N A
D E P A R T M E N
T
O
F
T
R
A
N
S P O R
T
A
T
I O N
D
R
A
W
N
B
Y
:
D
A
T
E
:
C
O
U
N
T
Y
:
S
C
A
L
E
:
Q
U
A
D
:
B
A
S
I
N
:
W
B
S
#
:
S
H
E
E
T
#
:
D.
H
.
S
T
A
L
L
I
N
G
S
E
D
E
N
T
O
N
,
N
C
2
7
9
3
2
(
2
5
2
)
4
8
2
-
1
8
5
0
1
1
3
A
I
R
P
O
R
T
D
R
.
D
I
V
I
S
I
O
N
1
NO
R
T
H
C
A
R
O
L
I
N
A
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
F
E
B
R
U
A
R
Y
7
,
2
0
1
3
L
A
T
.
=
3
6
.
2
6
1
0
7
6
N
L
O
N
G
.
=
7
7
.
1
8
1
6
3
3
W
1
"
=
2
0
’
1
O
F
3
LEGEND EXISTING PROPOSED E X I S T I N G R /W
E
X
I S
T
I N
G
R
/
W
M I L L B R A N C H
5
8
.
5
0
M I L L B R A N C H
HE
R
T
F
O
R
D
WO
O
D
L
A
N
D
CH
O
W
A
N
1
B
.
2
0
4
6
1
1
PI
P
E
R
E
P
L
A
C
E
M
E
N
T
O
N
S
R
1
1
2
0
O
D
O
M
R
D
2 @ 60" X 47’ CMP EXISTING John L Pierce, Jr 111 Cooper Hill Rd Windsor NC 27983 DB 508 PG 203
A
h
o
s
k
i
e
N
C
2
7
9
1
0
D
B
4
5
9
P
G
7
2
1
A
.
T
.
B
y
r
u
m
,
I
I
I
1
4
3
N
C
5
6
1
W
A
h
o
s
k
i
e
N
C
2
7
9
1
0
D
B
4
6
5
P
G
1
9
7
B
y
r
u
m
’
s
F
a
r
m
S
e
r
v
i
c
e
C
e
n
t
e
r
,
I
n
c
.
6
2
5
M
i
l
l
B
r
a
n
c
h
C
h
u
r
c
h
R
d
C
o
n
w
a
y
N
C
2
7
8
2
0
D
B
6
6
0
P
G
5
2
6
A
n
n
e
P
W
h
i
t
e
3
0
8
E
M
a
i
n
S
t
DB 391 PG 684 Donald Odom 137 Odom Rd Aulander NC 27805
P
R
O
P
O
S
E
D
1
4
’
-
0
"
X
8
’
-
7
"
X
4
5
’
-
0
"
A
R
C
H
W
I
T
H
H
E
A
D
W
A
L
L
S
A
L
U
M
I
N
U
M
S
T
R
U
C
T
U
R
A
L
P
L
A
T
E
P
I
P
E
T
O
S
R
1 1 1 8
S R 1 1 2 0 O d o m R d
O
1
8
6
4
.
0
1
6
5
.
0
0
5
5
.
5
1
5
7
.4
4
5
7
.2
3
5
6
.0
5
5
6
.3
4
5
4
.
8
5
5
4
.
8
6
W
6
5
.5
2
A S S U M E D
P
R
O
P
O
S
E
D
C
R
O
S
S
S
E
C
T
I
O
N
S
Y
M
B
O
L
S
E
X
I
S
T
I
N
G
C
R
O
S
S
S
E
C
T
I
O
N
S T A T E
O
F
N
O
R T H
C A R O L I N A
D E P A R T M E N
T
O
F
T
R
A
N
S P O R
T
A
T
I O N
D
R
A
W
N
B
Y
:
D
A
T
E
:
C
O
U
N
T
Y
:
S
C
A
L
E
:
Q
U
A
D
:
B
A
S
I
N
:
W
B
S
#
:
S
H
E
E
T
#
:
-
C
R
O
S
S
S
E
C
T
I
O
N
DETAI
L
S
E
C
T
I
O
N
D.
H
.
S
T
A
L
L
I
N
G
S
L
A
T
.
=
3
6
.
2
6
1
0
7
6
N
L
O
N
G
.
=
7
7
.
1
8
1
6
3
3
W
1
"
=
5
’
E
D
E
N
T
O
N
,
N
C
2
7
9
3
2
(
2
5
2
)
4
8
2
-
1
8
5
0
1
1
3
A
I
R
P
O
R
T
D
R
.
D
I
V
I
S
I
O
N
1
NO
R
T
H
C
A
R
O
L
I
N
A
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
F
E
B
R
U
A
R
Y
7
,
2
0
1
3
DETAIL SECTION -
I
N
L
E
T
E
N
D
V
I
E
W
2
O
F
3
HE
R
T
F
O
R
D
WO
O
D
L
A
N
D
CH
O
W
A
N
1
B
.
2
0
4
6
1
1
PI
P
E
R
E
P
L
A
C
E
M
E
N
T
O
N
S
R
1
1
2
0
O
D
O
M
R
D
C L
VAR.
2
0
’
-
0
"
V
A
R
.
NATURAL WATER LEVEL
E
X
I
S
T
.
P
I
P
E
B
E
D
PROPOSED PIPE BED
EX
I
S
T
.
S
T
R
E
A
M
B
E
D
E
X
I
S
T
I
N
G
2
@
6
0
"
X
4
7
’
C
M
P
STRUCTURAL PLATE PIPE ARCH W
/
H
E
A
D
W
A
L
L
S
PROPOSED 1 @ 14’-0" X 8’-7" X 45’
A
L
U
M
I
N
U
M
NOTE:PIPE
A
R
C
H
T
O
B
E
B
U
R
I
E
D
1
.
0
’
B
E
L
O
W
E
X
I
S
T
I
N
G
S
T
R
E
A
M
B
E
D
PROPO
S
E
D
1
@
1
4
’
-
0
"
X
8
’
-
7
"
X
4
5
’
A
L
U
M
I
N
U
M
S
T
R
U
C
T
U
R
A
L
P
L
A
T
E
S
T
R
U
C
T
U
R
A
L
P
L
A
T
E
P
I
P
E
A
R
C
H
W
/
H
E
A
D
W
A
L
L
S
P
R
O
P
O
S
E
D
1
@
1
4
’
-
0
"
X
8
’
-
7
"
X
4
5
’
A
L
U
M
I
N
U
M
2 @ 60" X 45’ CMP EXISTING PROPOSED PIPE BED EXISTING PIPE BED
NA
T
U
R
A
L
W
A
T
E
R
L
E
V
E
L
:
EX
I
S
T
I
N
G
S
T
R
E
A
M
B
E
D
PR
O
P
O
S
E
D
R
I
P
R
A
P
PROPOSED RIP RAP
E
X
I
S
T
I
N
G
O
F
P
A
V
E
M
E
N
T
L C
*
5
8
.
5
2
’
*
5
5
.
5
2
’
*56.69’*54.52’*ELEVATIONS BAS
E
D
O
N
A
S
S
U
M
E
D
D
A
T
A
NOTE:
*
6
5
.
5
2
’