20141169 Ver 1_Sec D Permit Drawings- pgs 290-377 R-2514 B C D_20150526

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12 1212121214141414141414161616 161616161616161818181818181818 2020202224
REVISIONS
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3
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8

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H
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N
D

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I
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G
M
E
C
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I
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HAND CLEARINGMECHANIZED CLEARING
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
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I
N
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R

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/
W

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S
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T

N
O
.
P
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J
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1
0
R
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5
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C
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S
T
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C
T
I
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N
P
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L
I
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A
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Y

P
L
A
N
S
M ATCHLIN E -L- STA. 382+00.00 SEE SHEET 9
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S
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E

S
H
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T
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S
-
1

T
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S
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S
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P
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S
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S
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3
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4
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30’
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
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N
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N
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I
N
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W

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T

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.
S
H
E
E
T

N
O
.
P
R
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C
T

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F
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N
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1
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2
5
1
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D
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
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U
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F
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R

C
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N
S
T
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U
C
T
I
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P
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L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 382+00.00 SEE SHEET 9
M ATCHLIN E -L- STA. 396+00.00 SEE SHEET 11
S
E
E

S
H
E
E
T
S

S
-
1

T
H
R
U

S
-
?

F
O
R

S
T
R
U
C
T
U
R
E

P
L
A
N
S
S
E
E

S
H
E
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T

3
5

F
O
R

-
L
-

P
R
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F
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L
E
S
B
G

-

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S
H
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U
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D
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R

B
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GRAPHIC SCALE050100100200
W
E
T
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A
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D
D
E
N
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S

F
I
L
L

I
N
F
F
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H
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N
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M
E
C
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A
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*
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T
E

4
H
C
W
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K

B
R
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E
W
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4
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9’ S
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T
B
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B
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B
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T
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ELBO W S15" W /ELBO W S15" W /2GI2GI
2
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:
3
8
3
+
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5

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T
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8
+
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+
5
0

R
T
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T
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R
D

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C
K

D
R
A
I
N
S
:
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W / ELBO W S
15" ALT 15" RCP-IV 15" RCP-IV
CLASS ’II’ RIP RAP
C
L
A
S
S

’
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I
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R
I
P

R
A
P
-18
-16
-16
-
1
6
-
16
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14
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-14
-14
-14
-14
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-
14
-14
-14
-14
-14
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-14
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-14-14
-14
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-12
-12-12
-12
-12
-12
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-
12
-
1
2
-12 -
1
2
-12
-12
-12
-10
-10-10
-
10
-10
-10
-10-10
-
1
0
-10
-10
-8
-8-8
-8
-8
-8
-8
-8
-
8
-
8
-6
-6
-
6
-6
-
6
-6
-6-6
-6
-4
-4
-4
-4
-
4
-4
-4
-4
-4
-4
-4
-2
-2
-2
-2
-2
-2
-2
-
2
-2
-2
-2
-2
-
2
-2
-2
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-
2 -2-
2
-2
-2
0
0
0
0
0
0
0
0
00
0
0
0
0
00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
4
4
4
4
4
4
4
4
4
4
4
6
6
6
6
8
8
8
8
8
10101010
10
10
1
0
1
0
10
101010 10101012
12
12
12
12
12
12
12
14
1
4
14
14
1
4
14
16
18
20
2426
H
C
H
C
H
C
H
C
H
C
30’
30’
30’
30’
30’
30’
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S
0
W
E
T
L
A
N
D
D
E
N
O
T
E
S

F
I
L
L

I
N
F
F
H
C
H
C
C
L
E
A
R
I
N
G
D
E
N
O
T
E
S

H
A
N
D
C
L
E
A
R
I
N
G
D
E
N
O
T
E
S

M
E
C
H
A
N
I
Z
E
D
*
*
*
**
*
**
*
**
GRAPHIC SCALE
1
0
R
-
2
5
1
4
D
S
I
T
E

4
WORK BRIDGE
W
O
R
K

B
R
I
D
G
E
502550100
M ATCHLIN E -L- STA. 396+00.00 SEE SHEET
S
H
E
E
T

2
1

O
F

8
4
P
E
R
M
I
T

D
R
A
W
I
N
G
R:\Hydraulics\PERM ITS_Environm ental\Drawings\W etland Perm it\R2514D_Hyd_prm _psh_10X2.dgnmjyork3/18/2014
T
T
F
I
L
L

I
N

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

T
E
M
P
O
R
A
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M ATCHLIN E -L- STA. 396+00.00 SEE SHEET 10
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Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
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M ATCHLIN E -L- STA. 396+00.00 SEE SHEET 10
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D
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4:1
REVISIONS
H
Y
D
R
A
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L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
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N
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N
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I
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R
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I
N
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R

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/
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T

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T

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.
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.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99
D
O

N
O
T

U
S
E

F
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R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
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L
I
M
I
N
A
R
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P
L
A
N
S
M ATCHLIN E -L- STA. 448+00.00 SEE SHEET 14
S
E
E

S
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F
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3
8

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L
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*
**
50100100200 GRAPHIC SCALE
1
5
R
-
2
5
1
4
D
M ATCHLINE -L- STA. 461+00.00 SEE SHEET 16
S
H
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3
3

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8
4
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R:\Hydraulics\PERM ITS_Environm ental\Drawings\W etland Perm it\R2514D_Hyd_prm _psh_15.dgnmjyork2/27/2014
S
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T
E

7
450
4
5
5
4
6
0
N
A
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8
3/
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2
0
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(
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R
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1
6
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1
2
9
DB 278 PG 718 TERRY LLOYD, ET UX
D
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PC "A" SLIDE 175PC "A" SLIDE 175
P
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DB 278 PG 718 TERRY LLOYD, ET
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PC "A" SLIDE 175
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( Not to Scale)3:13:1DB b LATERAL BASE DITCH1"/Ft.FROM STA. 448+00 TO STA. 450+17 RT. -L-DETAIL ’J’b= 5 Ft.B= 2 Ft.Min. D= 1.5 Ft.Ground NaturalSlopeFill
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3GI
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
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J
E
C
T

R
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F
E
R
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N
C
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N
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.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAM E$$$$8/17/99
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 448+00.00 SEE SHEET 14
S
E
E

S
H
E
E
T

F
O
R

3
8

-
L
-

P
R
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F
I
L
E
0
W
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L
A
N
D
D
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N
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F
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L
L

I
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F
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L
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D
E
N
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E
S

M
E
C
H
A
N
I
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D
*
*
*
**
*
**
*
**
50100100200 GRAPHIC SCALE
1
5
R
-
2
5
1
4
D
M ATCHLINE -L- STA. 461+00.00 SEE SHEET 16
S
H
E
E
T

3
4

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F

8
4
P
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D
R
A
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G
R:\Hydraulics\PERM ITS_Environm ental\Drawings\W etland Perm it\R2514D_Hyd_prm _psh_15_con.dgnmjyork2/27/2014
S
I
T
E

7
450
4
5
5
4
6
0
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A
D

8
3/
N
S
R
S
2
0
0
7
(
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12
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M
A
R
Y

W
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B
R
O
W
N
D
B

1
6
8

P
G

1
2
9
DB 278 PG 718 TERRY LLOYD, ET UX
D
B

2
8
7

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5
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C
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A
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DB 161 PG 485 WRIGHT A. HILL HEIRS
1
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PC "A" SLIDE 175PC "A" SLIDE 175
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1
7
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240.98’
+62.54
DB 278 PG 718 TERRY LLOYD, ET
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PC "A" SLIDE 175
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36" RCP-IV
36" RCP-IV
2
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( Not to Scale)3:13:1DB b LATERAL BASE DITCH1"/Ft.FROM STA. 448+00 TO STA. 450+17 RT. -L-DETAIL ’J’b= 5 Ft.B= 2 Ft.Min. D= 1.5 Ft.Ground NaturalSlopeFill
(

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t

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c
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3:1
3:1
DB
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Ground Natural
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SEE DETAIL ’J’GRASS LINED 2’ LATERAL BASE DITCH
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3
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3
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34 34
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Y
D
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D
W
A
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H
Y
D
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A
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A
D
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C
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
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$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
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O
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F
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A
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A
N
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3
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F
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*
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S
I
T
E

9
-L- STA. 469+00.00
-L- STA. 483+00.00
470
4
7
5
4
8
0
NAD 83/ NSRS 2007
(
H
I
S
T
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P
R
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P
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R
T
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)
(
H
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S
T
O
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I
C

P
R
O
P
E
R
T
Y
)
(HISTORIC PROPERTY)
SOIL
12’ SOIL
ST Sta. 187+37.80 STATION GAS TEST 12"
1
2
"
F
O
S
C
U
E

F
A
M
I
L
Y

L
I
M
I
T
E
D

P
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Y
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GRAPHIC SCALE100200050100 SITE 12
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
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M ATCHLIN E -L- STA. 516+00.00 SEE SHEET 19
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GRAPHIC SCALE100200050100 SITE 13
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.

5

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1

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L

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.

7

S
Y

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2

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L

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0
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SEE DETAIL ’QQ’PIPE OUTLET CHANNEL BURIED 1’( Not to Scale)EXISTING BANKEXISTING BANK PIPE OUTLET CHANNEL DETAIL ’QQ’FROM STA. 531+54 TO STA. 531+85 -L-GroundNaturalGroundNatural(Variable)CHANNEL BEDEst.= 25 Tons of Class I Rip-Rap d= 3.0 Ft.Length= 26 Ft.d MIN. 2:1 TO TIEMIN. 2:1 TO TIE
(

N
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t

t
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)
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d
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IN
. 2:1 TO
TIE
MIN. 2:1 T
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TIE
T
S
TSTS
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
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E
R
E
N
G
I
N
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E
R

R
/
W

S
H
E
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T

N
O
.
S
H
E
E
T

N
O
.
P
R
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J
E
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T

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N
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E

N
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.
2
1
R
-
2
5
1
4
D
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U
S
E

F
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C
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S
T
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T
I
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N
P
R
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L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 530+00.00 SEE SHEET 20
M ATCHLIN E -L- STA. 544+00.00 SEE SHEET 22
S
E
E

S
H
E
E
T

4
1

F
O
R

-
L
-

P
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S
I
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1
6
W
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L
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D
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S

F
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GRAPHIC SCALE100200050100
S
S
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2

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A
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N
N
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SEE DETAIL ’QQ’PIPE OUTLET CHANNEL BURIED 1’( Not to Scale)EXISTING BANKEXISTING BANK PIPE OUTLET CHANNEL DETAIL ’QQ’FROM STA. 531+54 TO STA. 531+85 -L-GroundNaturalGroundNatural(Variable)CHANNEL BEDEst.= 25 Tons of Class I Rip-Rap d= 3.0 Ft.Length= 26 Ft.d MIN. 2:1 TO TIEMIN. 2:1 TO TIE
(

N
o
t

t
o

S
c
a
l
e
)
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+
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9

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A
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5
+
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t
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(
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=

9

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1
4

F
t
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d
M
IN
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TIE
MIN. 2:1 T
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TIE
T
S
TSTS26 26 2626
26
26
26
26
2828 28 2828
2
8
2
8
3030 30 30
3
0
30
3
0
30
30
30
3
0
30 30303232
3
2
3
2
32
32
3
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3232 3232 323232 32323232323
2
32 32323232 32323234343434
3
4
34
3
4
34
34
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34 3434
3
6
3
6
3
6
36
3
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3
6
3
6
3
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36 36
36
3
8
3
8
3
8
38
38
38
3
8
3
8
38
38
38
3
8
38
3
8
3
8
40
REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
E
N
C
E

N
O
.
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99
D
O

N
O
T

U
S
E

F
O
R

C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y

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

F
I
L
L

I
N
F
F
C
L
E
A
R
I
N
G
D
E
N
O
T
E
S

M
E
C
H
A
N
I
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E
D
*
*
*
**
*
**
*
**
0
S
S
S
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F
A
C
E

W
A
T
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A
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S

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T
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5
0
S
S
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R

R
/
W

S
H
E
E
T

N
O
.
S
H
E
E
T

N
O
.
P
R
O
J
E
C
T

R
E
F
E
R
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N
C
E

N
O
.
2
3
R
-
2
5
1
4
D
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O

N
O
T

U
S
E

F
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C
O
N
S
T
R
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C
T
I
O
N
P
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L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 557+00.00 SEE SHEET 22
M ATCHLIN E -L- STA. 570+00.00 SEE SHEET 24
S
E
E

S
H
E
E
T

4
2

F
O
R

-
L
-

P
R
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5
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Y
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P
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5
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P
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100200050 GRAPHIC SCALE100
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F
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6
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RUTH S. MORTONDB 274 PG 863SLIDE 350-1PLAT CAB. BRUTH S. MORTONDB 274 PG 863SLIDE 350-1PLAT CAB. B
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18" RCP-IV
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REVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y

D
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S
I
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O
.
S
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T

N
O
.
P
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2
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O

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U
S
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F
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C
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N
S
T
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U
C
T
I
O
N
P
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E
L
I
M
I
N
A
R
Y

P
L
A
N
S
M ATCHLIN E -L- STA. 557+00.00 SEE SHEET 22
M ATCHLIN E -L- STA. 570+00.00 SEE SHEET 24
S
E
E

S
H
E
E
T

4
2

F
O
R

-
L
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P
R
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F
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S
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5
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100200050 GRAPHIC SCALE100
W
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T
L
A
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D
D
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N
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S

F
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R:\Hydraulics\PERMITS_Environmental\Drawings\W etland Perm it\R2514D_Hyd_prm _psh_23_con.dgnmjyork3/24/2014
1
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6
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560
N
AD 83/ NSRS 2007
15" RCP15" RCP
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18" RCP-IV
24" RCP-IV
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Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 302+50 to 303+50 -L-48" RCP-IV 0.01 <0.01 218 31
Bank Stabilization 16
2 329+50 to 331+50 -L-36" RCP-IV 2.49 0.05
17+00 to 18+48.13
-Y3RPA-
17+00 to 19+00
-Y3RPD-
3 372+50 to 374+50 -L-Dual Bridges <0.01 <0.01 0.07 0.66
17+51 to 22+00 2@ 8'X8' RCBC 0.08 0.02 <0.01 0.01 5 50
-DRV3-
11+50 to 12+50
-DRV4-
4 389+02 to 399+75 -L-Dual Bridges 0.76 0.06 0.06 0.12 1.19
48" RCP-IV
5 432+00 to 434+00 -L-36" RCP-IV 0.86 0.05
6 437+00 to 446+00 -L-1.60 0.13 0.03
TOTALS:5.79 0.06 0.06 0.44 1.84 0.04 0.01 239.00 81.00 0.00
Site 2 is a total take, and all of the wetland has been accounted for, including the wetland that
is outside of the ROW.
There is permanent fill in wetlands at sites 3 and 4 due to the piles for the proposed bridges.
Also, there is temporary fill in wetlands at sites 3 and 4 due to the piles for the work bridges.
The pile areas are too small to show in the permit drawings, but they have been accounted for
in the wetland summary.
ATN Revised 3/31/05 5/29/2014
JONES COUNTY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
WBS - 34442.1.1 (R-2514D)
WETLAND PERMIT IMPACT SUMMARY
SURFACE WATER IMPACTSWETLAND IMPACTS
SHEET 1 of 4
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
7 458+02 to 458+33 -L-<0.01 0.01
8 463+00 to 463+50 -L-0.23 0.02
9 473+00 to 475+00 -L-54" RCP-IV 0.54 0.06 0.05 <0.01 196 20
Bank Stabilization 18
10 476+50 to 480+00 -L-36" RCP-IV 0.38 0.02
11 490+50 to 496+00 -L-36" RCP-IV 0.96 0.09
12 504+00 to 506+00 -L-36" RCP-IV 0.31 0.06
13 520+07 to 520+23 -L-36" RCP-IV 0.01 <0.01 0.01 <0.01 230 21
Bank Stabilization 12
14 527+50 to 529+50 -L-0.34
TOTALS:2.77 0.00 0.00 0.26 0.00 0.06 <0.01 456.00 41.00 0.00
Site 7 includes 0.25 Ac. permanent fill to a pond.
Site 8 includes a total take of the remaining 0.05 Ac. of wetland to the right of the roadway.
ATN Revised 3/31/05 5/29/2014
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442.1.1 (R-2514D)
SHEET 2 of 4
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
15 530+12 to 531+75 -L-78" RCP-IV 0.03 0.02 0.06 <0.01 292 27
Bank Stabilization 26
16 535+00 to 536+67 -L-42" RCP-IV 0.01 <0.01 282 21
Bank Stabilization 14
17 548+16 to 552+75 36" RCP-IV 1.39 0.16
18 562+00 to 563+00 -L-18" RCP-IV 0.58 0.10
11+00 to 13+50 -Y8A-
19 584+00 to 588+00 -L-36" RCP-IV 1.35 0.20
33+50 to 35+00 -Y8A-
20 591+50 to 592+50 -L-36" RCP-IV 0.30 0.06
41+00 to 41+50 -Y8A-
21 608+00 to 612+50 -L-1.58 0.01 0.03 0.06 644
26+00 to 30+00 -Y10-
TOTALS:5.23 0.00 0.01 0.57 0.00 0.13 <0.01 1258 48 0
ATN Revised 3/31/05 5/29/2014
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442.1.1 (R-2514D)
SHEET 3 of 4
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
22 26+07 to 26+67 0.02
-Y10RPA-
23 19+00 to 20+00 BRIDGE <0.01 0.01 0.17
-Y10RPA-Bank Stabilization
624+49 to 625+64 BRIDGE 0.02
-L-
627+15 to 627+40 Grassed Swale <0.01 0.01 0.02
-L-
TOTALS:0.02 0.00 0.01 0.03 0.18 0.00 0.00 0.00 0.00 0.00
13.82 0.07 0.07 1.29 2.02 0.23 0.02 1953.00 170.00 0.00
Structure @ Sta. 18+43 to 20+43 -Y10RPA-
-15ft² permanent impacts
-3000 ft² temporary impacts
Strucure @ Sta. 623+81 to 626+31 -L-
-70ft² permanent impacts
-3900 ft² temporary impacts
ATN Revised 3/31/05 5/29/2014
DIVISION OF HIGHWAYS
JONES COUNTY
WBS - 34442.1.1 (R-2514D)
SHEET 4 of 4
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
OVERALL PROJECT TOTALS: