20131282 Ver 2_Application_20150401

Ha
n
d
Existing Existing
Pe
r
m
a
n
e
n
t
T
e
m
p
.

E
x
c
a
v
a
t
i
o
n
M
e
c
h
a
n
i
z
e
d

C
l
e
a
r
i
n
g
P
e
r
m
a
n
e
n
t

T
e
m
p
.

C
h
a
n
n
e
l
C
h
a
n
n
e
l
N
a
t
u
r
a
l

Si
t
e
S
t
a
t
i
o
n
S
t
r
u
c
t
u
r
e
F
i
l
l

I
n
F
i
l
l

I
n
i
n

C
l
e
a
r
i
n
g
i
n

S
W

S
W
I
m
p
a
c
t
s
I
m
p
a
c
t
s
S
t
r
e
a
m
No
.
(
F
r
o
m
/
T
o
)
S
i
z
e

/

T
y
p
e
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
n

W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
m
p
a
c
t
s
i
m
p
a
c
t
s
P
e
r
m
a
n
e
n
t
T
e
m
p
.
D
e
s
i
g
n
(a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
f
t
)
(
f
t
)
(
f
t
)
1
L
3
2
+
5
8

t
o

3
6
+
6
4
F
I
L
L
0.
0
4
4
1
2
2
L
3
7
+
7
5

-

S
R
1

3
4
+
8
4

Y
1
7

11
+
1
4
66
"

R
C
P
-
I
V
,

4
8
"
R
C
P
-
I
I
I
,

24
"
R
C
P
-
I
I
I
0.
0
8
0
.
0
7
<
0
.
0
1
6
7
3
1
4
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
20
3
L
4
4
+
5
3
3
0
"

R
C
P
-
I
I
I
0.
0
6
0
.
0
6
4
1
0
*
4
SR
2

3
6
+
8
9

Y
7

1
7
+
2
4
4
8
"

R
C
P
-
I
I
I
,

6
0
"

R
C
P
-
I
I
I

0.
0
5
0
.
0
3
<
0
.
0
1
3
4
9
1
5
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
70
*
5
(
T
)
Y7
L
P
A

1
3
+
9
8
6
0
"

R
C
P
-
I
I
I
0.
0
6
6
Y7
R
P
A

2
1
+
7
8
6
6
"

R
C
P
-
I
I
I
<0.0115
7
Y7
R
P
A

2
0
+
7
5

t
o

Y
6

1
5
+
9
0
8
'
x
9
'

R
C
B
C
0.
1
7
0
.
0
1
6
6
5
1
0
4
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
305
8
Y4

1
9
+
6
3

t
o

2
2
+
3
0

a
n
d

Y4

2
3
+
0
4

t
o

2
5
+
5
9
30
"

R
C
P
-
I
I
I
,

F
I
L
L
0.
0
4
0
.
0
7
4
4
3
9
Y5

2
3
+
2
0

R
T
.
3
0
"

R
C
P
-
I
I
I
0.
0
3
<
0
.
0
1
2
9
0
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
43
10
Y5

2
6
+
6
2

R
T
.
F
I
L
L
0.
0
1
0
.
0
1
11
Y6

1
1
+
1
5

o
f
f

1
0
4

R
T
.
1
8
"

R
C
P
-
I
I
I
<0
.
0
1
12
Y2

2
6
+
5
3

t
o

2
7
+
9
0

L
T
.
48
"
R
C
P
-II
I
&
RE
C
H
A
N
N
E
L
I
Z
A
T
I
O
N
0.
1
1
0
.
0
3
7
0
5
1
3
2
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
42
13
(
T
)
Y4

3
5
+
4
8
3
6
"

R
C
P
-
I
V
0.
7
8
*
1
4
(
T
)
L
1
2
2
+
9
3
3
0
"

R
C
P
-
V
0.
0
8
*
1
5
(
T
)
L
1
3
2
+
1
3
F
I
L
L
0.
0
3
*
1
6
(
T
)
L
1
3
2
+
3
3

R
T
.
F
I
L
L
0.
0
5
17
L
1
3
3
+
4
1

6
'
x
7
'

R
C
B
C
0.
0
6
<
0
.
0
1
4
7
9
2
8
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
85
17
A
L
1
3
3
+
2
6

2
6
4
'

L
T
F
I
L
L
<0.01 56
TO
T
A
L
S
:
0
.
4
6
0
.
0
1
<
0
.
0
1
1
.
4
2
0
.
0
4
4
7
3
0
3
6
4

*R
o
u
n
d
e
d

t
o
t
a
l
s

a
r
e

s
u
m

o
f

a
c
t
u
a
l

i
m
pac
t
s
NO
T
E
S
:
*
i
n
d
i
c
a
t
e
s

i
s
o
l
a
t
e
d

w
e
t
l
a
n
d
(T
)

I
n
d
i
c
a
t
e
s

T
o
t
a
l

T
a
k
e
SHEET 1 of 2

W
E
T
L
A
N
D

P
E
R
M
I
T

I
M
P
A
C
T

S
U
M
M
A
R
Y
WE
T
L
A
N
D

I
M
P
A
C
T
S
S
U
R
F
A
C
E

W
A
T
E
R

I
M
P
A
C
T
S
NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS DURHAM COUNTY WBS - 34745.1.1 (U-0071)3/5/2015
Ha
n
d
E
x
i
s
t
i
n
g

E
x
i
s
t
i
n
g

Pe
r
m
a
n
e
n
t
T
e
m
p
.

E
x
c
a
v
a
t
i
o
n
M
e
c
h
a
n
i
z
e
d

C
l
e
a
r
i
n
g
P
e
r
m
a
n
e
n
t

T
e
m
p
.

C
h
a
n
n
e
l
C
h
a
n
n
e
l
N
a
t
u
r
a
l

Si
t
e
S
t
a
t
i
o
n
S
t
r
u
c
t
u
r
e
F
i
l
l

I
n
F
i
l
l

I
n
i
n

C
l
e
a
r
i
n
g
i
n

S
W

S
W
I
m
p
a
c
t
s
I
m
p
a
c
t
s
S
t
r
e
a
m
No
.
(
F
r
o
m
/
T
o
)
S
i
z
e

/

T
y
p
e
W
e
t
l
a
n
d
s
W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
n

W
e
t
l
a
n
d
s

W
e
t
l
a
n
d
s
i
m
p
a
c
t
s
i
m
p
a
c
t
s
P
e
r
m
a
n
e
n
t
T
e
m
p
.
D
e
s
i
g
n
(a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
a
c
)
(
f
t
)
(
f
t
)
(
f
t
)
17
B
L
1
3
3
+
6
9

2
6
3
'

R
T
F
I
L
L
<0.017
18
(
T
)
L
1
3
4
+
5
3

L
T
.
F
I
L
L
0.
1
9
19
no
t

j
u
r
i
s
d
i
c
t
i
o
n
a
l
0
20
DF
L
W

2
7
+
3
4

t
o

3
8
+
0
6
4
2
"

R
C
P
-
I
I
I
0.
0
2
<
0
.
0
1
2
1
8
1
7
21
DF
L
W

3
9
+
1
9
F
I
L
L
0.
0
1
2
8
22
DF
L
W

4
1
+
6
2
F
I
L
L
0.
0
1
2
3
23
Y3

3
4
+
4
5
8
'
x
1
0
'

C
U
L
V
E
R
T
0.
0
8
0
.
0
2
2
8
0
7
6
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
127
24
Y3

4
0
+
1
6
.
6
9

R
T
3
0
"

R
C
P
-
I
I
I
0.
0
4
0
.
0
1
1
0
4
2
3
25
Y9

2
8
+
1
0

L
T

t
o

2
6
+
8
5

R
T
6
6
"

R
C
P
-
I
I
I
0.
0
1
<
0
.
0
1
1
6
8
1
0
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
35
26
Y3

5
7
+
7
5

L
T

t
o

R
T
6
0
"

R
C
P
-
I
I
I
0.
0
1
<
0
.
0
1
5
0
2
3
BA
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
50
27
L
1
2
9
+
7
7

4
1
4
L
T
.
B
A
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
10
28
DF
L
W

5
2
+
0
8

L
T

&

R
T
3
6
"

R
C
P
0.
0
2
0
.
0
1
1
2
1
2
0
29
DF
L
W

7
2
+
3
5

L
T
F
I
L
L
<
0
.
0
1
4
0
30
DF
L
W

7
3
+
7
2

L
T
F
I
L
L
<
0
.
0
1
1
0
31
DF
L
W

7
8
+
7
6

L
T
&

8
1
+
1
4

R
T
B
A
N
K

S
T
A
B
I
L
I
Z
A
T
I
O
N
61
Co
n
s
t
r
u
c
t
i
o
n

A
c
t
i
v
i
t
y
<0.0122
32
DF
L
W

7
8
+
7
9

L
T
C
o
n
s
t
r
u
c
t
i
o
n

A
c
t
i
v
i
t
y
<0.019
TO
T
A
L
S

(
p
a
g
e

2

o
f

2
)
:
0.
0
0
0
.
0
0
0
.
0
0
0
.
3
9
0
.
0
4
1
3
2
5
2
0
7
TO
T
A
L
S

(
p
a
g
e

1

o
f

2
)
:
0.
4
6
0
.
0
1
<
0
.
0
1
1
.
4
2
0
.
0
4
4
7
3
0
3
6
4
TO
T
A
L
S
:
0
.
4
6
0
.
0
1
<
.
0
.
0
1
1
.
8
1
0
.
0
9
6
0
5
5
5
7
1
*R
o
u
n
d
e
d

t
o
t
a
l
s

a
r
e

s
u
m

o
f

a
c
t
u
a
l

i
m
pac
t
s
NO
T
E
S
:
*
i
n
d
i
c
a
t
e
s

i
s
o
l
a
t
e
d

w
e
t
l
a
n
d
(T
)

I
n
d
i
c
a
t
e
s

T
o
t
a
l

T
a
k
e
SHEET 1 of 2

W
E
T
L
A
N
D

P
E
R
M
I
T

I
M
P
A
C
T

S
U
M
M
A
R
Y
WE
T
L
A
N
D

I
M
P
A
C
T
S
S
U
R
F
A
C
E

W
A
T
E
R

I
M
P
A
C
T
S
NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS DURHAM COUNTY WBS - 34745.1.1 (U-0071)3/5/2015
RO
A
D
CR
O
S
S
I
N
G
BR
I
D
G
E
PA
R
A
L
L
E
L
IM
P
A
C
T
ZO
N
E

1
(f
t
2)
ZO
N
E

2
(f
t
2)
TO
T
A
L
(f
t
2)
ZO
N
E

1
(ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)
1
66
"

R
C
P
-
V
L

3
6
+
8
6
R
T

t
o

3
8
+
7
1
L
T
X
4
1
4
0
8
2
6
8
3
4
6
8
2
4
2
2
30
"

R
C
P

&

1
5
"
R
C
P
L

4
4
+
9
5

t
o

4
9
+
1
6

L
T
X
2
2
8
0
1
1
5
5
3
4
3
8
3
3
5
3
30
"

R
C
P
-
I
I
I
Y
1
7

1
2
+
9
3

t
o

1
3
+
9
7
X
2
2
2
2
9
9
7
3
2
1
9
4
18
"
,

4
8
"

&

6
0
"

R
C
P
S
R
2

3
2
+
9
9

t
o

Y
7

1
6
+
5
1
X
4
4
6
2
0
3
5
0
8
8
7
9
7
0
8
5
66
"

R
C
P
-
I
I
I
Y
7
R
P
A

2
1
+
2
7

t
o

2
2
+
3
2
X
2
3
4
2
3
1
4
2
5
4
8
4
6
TW
O

8
'
x
9
'

R
C
B
C
Y7
R
P
A

2
0
+
3
2

t
o

Y7
R
P
D

7
+
6
2
X
6
3
1
7
1
3
8
5
7
6
1
0
1
7
4
7
7
30
"

R
C
P
-
I
I
I
Y
4

2
1
+
1
4
X
2
4
2
8
6
1
6
7
8
0
4
1
0
6
6
8
DI
T
C
H
Y
5

2
3
+
2
4
34
3
8
1
8
0
5
5
2
4
3
9
15
"

R
C
P
-
I
I
I
Y
7

2
9
+
0
0
X
4
3
4
0
6
0
8
7
1
0
4
2
7
10
18
"

R
C
P
-
I
I
I
Y
6

1
1
+
0
9
X
9
7
7
1
7
8
0
2
7
5
7
11
PR
E
F
O
R
M
E
D
SC
O
U
R

H
O
L
E
Y
1
2

1
0
+
0
0
87
8
7
12
15
"
,

2
4
"
,

&

3
6
"

R
C
P
L

1
0
9
+
8
0

t
o

Y
2

2
9
+
0
8
X
7
7
2
0
5
5
0
7
5
7
1
2
7
9
6
2
13
8'
x
1
0
'

R
C
B
C
Y
3

3
4
+
4
4
X
2
7
8
7
1
2
0
2
2
9
4
8
1
0
0
14
30
"

R
C
P
Y
3

4
0
+
7
3
X
7
8
2
2
3
2
1
0
1
1
0
3
2
15
60
"

R
C
P
Y
9

2
7
+
3
3
X
1
3
1
7
1
8
8
6
1
2
2
0
3
2
16
60
"

R
C
P
Y
3

5
7
+
7
1
X
7
6
9
0
5
2
5
2
1
2
9
4
2
17
6'
x
7
'

R
C
B
C
L

1
3
3
+
4
1
X
3
6
1
0
2
2
3
1
1
0
5
9
2
1
2
18
DI
T
C
H
L
1
2
9
+
6
0
21
4
6
1
8
9
7
4
0
4
3
TO
T
A
L
:
25
6
6
0
1
6
3
9
0
4
2
0
5
0
3
5
5
9
5
2
2
4
3
6
3
6
5
9
9
5
8
8
DURHAM COUNTY
IM
P
A
C
T
ST
O
R
M
W
A
T
E
R

M
A
N
A
G
E
M
E
N
T
AL
L
O
W
A
B
L
E
ST
O
R
M
W
A
T
E
R

M
A
N
A
G
E
M
E
N
T
ST
O
R
M
W
A
T
E
R

M
A
N
A
G
E
M
E
N
T
MITIGABLE DIVISION OF HIGHWAYSBUFFERREPLACEMENT
BU
F
F
E
R

I
M
P
A
C
T
S

S
U
M
M
A
R
Y
TY
P
E
SI
T
E

N
O
.
ST
R
U
C
T
U
R
E

S
I
Z
E

/

TY
P
E
ST
A
T
I
O
N
(F
R
O
M
/
T
O
)
SHEET 1 OF 1PROJECT: 34745.2.8 (U-0071)2/20/2015N.C. DEPT. OF TRANSPORTATION