20140113 All Versions_Application_20140203

Ha
n
d
Ex
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
St
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
)
Si
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
)

St
a
.

1
1
+
8
6

t
o

1
2
+
4
4
(1
)
-

S
p
a
n

B
r
i
d
g
e

L=
5
5
'
0.
0
1
0
.
0
2
2
2
3
4
St
a
.

1
2
+
2
2

R
t
1
5
"

R
C
P

O
u
t
l
e
t
<0
.
0
1
<
0
.
0
1
1
0
5
St
a
.

1
2
+
5
3

R
T
1
5
"

R
C
P

O
u
t
l
e
t
<0
.
0
1
<
0
.
0
1
1
0
5
TO
T
A
L
S
:
0.
0
1
0
.
0
2
4
2
4
4
No
t
e
s
:
Ri
p

r
a
p

a
t

E
m
b
a
n
k
m
e
n
t

(
b
a
n
k

s
t
a
b
i
l
i
z
a
t
i
o
n
)

f
o
r

r
e
m
o
v
a
l

o
f

e
x
i
s
t
i
n
g

a
b
u
t
m
e
n
t
s

=

8
2
3

s
f

o
f

T
e
m
p
.

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s

a
n
d

4
3
7

s
f

P
e
r
m
.

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s
Ri
p

r
a
p

a
t

E
m
b
a
n
k
m
e
n
t

(
b
a
n
k

s
t
a
b
i
l
i
z
a
t
i
o
n
)

f
o
r

p
r
o
p
o
s
e
d

1
5
"

p
i
p
e

o
u
t
l
e
t

=

2
5

s
f

o
f

T
e
m
p
.

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s

a
n
d

2
5

s
f

P
e
r
m
.

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s
'R
i
p

r
a
p

a
t

E
m
b
a
n
k
m
e
n
t

(
b
a
n
k

s
t
a
b
i
l
i
z
a
t
i
o
n
)

f
o
r

p
r
o
p
o
s
e
d

1
5
"

p
i
p
e

o
u
t
l
e
t

=

2
5

s
f

o
f

T
e
m
p
.

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s

a
n
d

2
5

s
f

P
e
r
m
.

S
u
r
f
a
c
e

W
a
t
e
r

I
m
p
a
c
t
s
AT
N

R
e
v
i
s
e
d

3
/
3
1
/
0
5
11/13/2013CALDWELL COUNTY
NC

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
DI
V
I
S
I
O
N

O
F

H
I
G
H
W
A
Y
S
WB
S

-

4
5
3
5
7
.
1
.
3
1

(
B
D
-
5
1
1
1
A
E
)

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
SU
R
F
A
C
E

W
A
T
E
R

I
M
P
A
C
T
S
WE
T
L
A
N
D

I
M
P
A
C
T
S
SH
E
E
T

1

o
f

1
12
3
0
1
2
3
5
1
2
4
0
1
2
40
124
0
1230
12
3
5
123
5
1
2
4
0
124
0
1240
124
0
1245
1245
125
0
1250
125
5
125
5
126
0
1260
12
6
5
T
T
4" HDPE4" HDPE CONCBST
GRASS
GRASS
GRASS
GRASS
GR S
OIL
WOODS
1SFD
1
S
F
D
CONC
1SBKD
C
ONC
GR
18
" C
MP
B
R
USHY FORK
BR
US
HY
F
OR
K
GRASS
SR 1715 ELLERWOOD RD.
BOBBY DEAN GEORGE
STEVEN J. HILL
JOSHUA HICKS
LLOYD HATLEY, ET AL
LISA L. HART
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0
.0
0
’
EXISTING
R/W
EXISTING
R/W
ALFRED HARTLEY RD
TO SR 1712
MT
HERMAN
RD
.
TO SR
1160
1
2
3
4
5
SR 1715 ELLERWOOD RD.
T
T
4" HDPE4" HDPE
WOODS
WDC
ON
C
GR
18
" C
MP
WD
B
R
USH
Y FORK
WETLAND AND SURFACE WATER IMPACTS PERMIT ENGINEER
ROADWAY DESIGN HYDRAULICS
ENGINEER
R/W SHEET NO.
PROJECT REFERENCE NO.SHEET NO.
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WATERS IMPACTS
TEMPORARY SURFACE
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
1"=50’
SCALE
WATERS IMPACTS
TEMPORARY SURFACE
15
"
TB 2GI
REMOVE
REMO
V
E
15"
SEE DETAIL D
EMBANKMENT
RIP RAP AT
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 11+25 TO STA. 11+60 RT.
Slope
Ditch
Front
Ground
Natural
DETAIL A
Type of Liner= PSRM Max d=1.25 Ft.
Min. D=1.25 Ft.
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -DR1- STA. 10+25 TO STA. 10+40 RT.
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL C
DISSIPATOR PAD
DECK DRAIN
2GI
TB 2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 12+45 TO 12+53 RT.
FROM -L- STA. 12+20 TO 12+30 RT.
DETAIL D
2
GEOTEXTILE
1.0’min.
FROM -L- STA. 12+27.9 TO STA. 12+31.9 LT.
FROM -L- STA. 11+82.9 TO STA. 11+89.9 LT.
DETAIL C
GEOTEXTILE
GROUND
1.0’
L
PLAN VIEW
PROFILE VIEW
4.0’
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 10 sy
Type of Liner= 3 TONS CL B Rip-Rap
L= VARIES (SEE STATIONS BELOW)
PAD
DISSIPATOR
( Not to Scale)
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE
Geotextile= 180 sy
Type of Liner= 100 TONS,CL II Rip-Rap
2GI
REMO
V
E
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]

11
/
13
/
2
0
1
3
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
B
D
-
5
1
1
1
A
E
_
H
Y
D
_
p
s
h
0
4
C
O
N
.
d
g
n
e
r
i
g
g
s
10+00 11+00 12+00 13+00 14+00

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
100
100
50
50
50
50
10 2010
TO BE EXCAVATED
RDY-1
N
A
D
8
3/ NSRS 2
0
0
7
1,200
1,210
1,220
1,230
1,240
1,250
1,260
1,270
1,280
1,210
1,220
1,230
1,240
1,250
1,260
1,270
1,280
BD-5111AE
12" CATAWBA TREE
8" SPIKE IN ROOT OF
-L- STA. 12+07.74 46.69’ RT.
BM#1 EL = 1,241.36’
10+00
AT-1
TYPE-III
TYPE-IIITYPE-III
TYPE-III
AT-1
TL-2
-L- POT Sta. 14+30.00
-L- PT Sta. 11+72.40
-L- PC Sta. 10+17.89
-L- POT Sta. 10+00.00
AT-1
-L- STA. 10+20.00
BEGIN PROJECT BD-5111AE
-L- STA. 13+70.00
END PROJECT BD-5111AE
F
F
F F F
F
F
F
F
F F
F
CC
C
F
C
CF
F
F
C
C
C
C
PI = 11+05.00
EL = 1,243.50’
(-)
5
.
1684
%
(-)0.5556%
VC = 170’
K = 37
PI = 13+12.00
EL = 1,242.35’
(-)0.5556%(+)3.4288%
VC = 115’
K = 29
-L- STA. 11+86.80
BEGIN BRIDGE
GROUND
EXISTING
-L- STA. 12+44.05
END BRIDGE
GRADE
PROPOSED
BEGIN GRADE
-L- STA. 10+20.00
END GRADE
-L- STA. 13+70.00
ELEV. = 1,247.89’ELEV. = 1,244.34’
V = 30mph V = 26mph *
EL. = 1242.44 STA. 11+25 RT
PROP. SPECIAL CUT DITCH
(-) 3.0943%
PROP. SPECIAL CUT DITCH
EL. = 1241.36 STA. 11+60 RT
15"
SEE DETAIL D
EMBANKMENT
RIP RAP AT
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 11+25 TO STA. 11+60 RT.
Slope
Ditch
Front
Ground
Natural
DETAIL A
Type of Liner= PSRM Max d=1.25 Ft.
Min. D=1.25 Ft.
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -DR1- STA. 10+25 TO STA. 10+40 RT.
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL C
DISSIPATOR PAD
DECK DRAIN
2GI
TB 2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 12+45 TO 12+53 RT.
FROM -L- STA. 12+20 TO 12+30 RT.
DETAIL D
2
GEOTEXTILE
1.0’min.
FROM -L- STA. 12+27.9 TO STA. 12+31.9 LT.
FROM -L- STA. 11+82.9 TO STA. 11+89.9 LT.
DETAIL C
GEOTEXTILE
GROUND
1.0’
L
PLAN VIEW
PROFILE VIEW
4.0’
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 10 sy
Type of Liner= 3 TONS CL B Rip-Rap
L= VARIES (SEE STATIONS BELOW)
PAD
DISSIPATOR
( Not to Scale)
RCP-IV
15"
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE
Geotextile= 180 sy
Type of Liner= 100 TONS,CL II Rip-Rap
2GI
RCP-IV15"
REMO
V
E
EXIST. ROW
+50.00 34’
+82.00
50’
+58.00
EXIST. ROW
+80.00
38’
+83.00
EXIST. ROW, 38’
+31.00
EXIST. ROW
+43.00
40’
+52.00
60’
+70.00
42’
+70.00
EXIST. ROW
+10.00
63’
+83.57
EXIST. ROW
+50.00
EXIST. ROW, 35’
+50.00
EXIST. ROW
+87.00
65’
+88.00
45’
+05.00
EXIST. ROW
+14.00
EXIST. ROW, 39’
+62.00
EXIST. ROW
+88.00
63’
+23.27
15
"
TB 2GI
RCP-IV
15"
REMOVE
RCP-IV15"
REMO
V
E
T
T
4" HDPE4" HDPE CONCBST
GRASS
GRASS
GRASS
GRASS
GR S
OIL
WOODS
1SFD
1
S
F
D
CONC
1SBKD
C
ONC
GR
18
" C
MP
B
R
USHY FORK
BR
US
HY
F
OR
K
GRASS
SR 1715 ELLERWOOD RD.
BOBBY DEAN GEORGE
STEVEN J. HILL
JOSHUA HICKS
LLOYD HATLEY, ET AL
LISA L. HART
6
0
.
0
0
’
EXISTING R/W
EXISTING R/W
6
0
.0
0
’
EXISTING
R/W
EXISTING
R/W
ALFRED HARTLEY RD
TO SR 1712
MT
HERMAN
RD
.
TO SR
1160
1
2
3
4
5
SR 1715 ELLERWOOD RD.
T
T
4" HDPE4" HDPE
WOODS
WDC
ON
C
GR
18
" C
MP
WD
B
R
USH
Y FORK
WETLAND AND SURFACE WATER IMPACTS PERMIT
1"=50’
SCALE
ENGINEER
ROADWAY DESIGN HYDRAULICS
ENGINEER
R/W SHEET NO.
PROJECT REFERENCE NO.SHEET NO.
WATERS IMPACTS
TEMPORARY SURFACE
WATERS IMPACTS
TEMPORARY SURFACE
SURFACE WATER
IMPACTS IN
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SURFACE WATER
IMPACTS IN
15
"
TB 2GI
REMOVE
REMO
V
E
15"
SEE DETAIL D
EMBANKMENT
RIP RAP AT
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 11+25 TO STA. 11+60 RT.
Slope
Ditch
Front
Ground
Natural
DETAIL A
Type of Liner= PSRM Max d=1.25 Ft.
Min. D=1.25 Ft.
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -DR1- STA. 10+25 TO STA. 10+40 RT.
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL C
DISSIPATOR PAD
DECK DRAIN
2GI
TB 2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 12+45 TO 12+53 RT.
FROM -L- STA. 12+20 TO 12+30 RT.
DETAIL D
2
GEOTEXTILE
1.0’min.
FROM -L- STA. 12+27.9 TO STA. 12+31.9 LT.
FROM -L- STA. 11+82.9 TO STA. 11+89.9 LT.
DETAIL C
GEOTEXTILE
GROUND
1.0’
L
PLAN VIEW
PROFILE VIEW
4.0’
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 10 sy
Type of Liner= 3 TONS CL B Rip-Rap
L= VARIES (SEE STATIONS BELOW)
PAD
DISSIPATOR
( Not to Scale)
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE
Geotextile= 180 sy
Type of Liner= 100 TONS,CL II Rip-Rap
2GI
REMO
V
E
PLANS PREPARED BY :
900 RIDGEFIELD DRIVE SUITE 350
RALEIGH, NORTH CAROLINA 27609-3960
RUMMEL, KLEPPER & KAHL, LLP
NC LICENSE NO. F-0112 [phone]

11
/
13
/
2
0
1
3
R
:
\
H
y
d
r
a
u
l
i
c
s
\
P
E
R
M
I
T
S
_
E
n
v
i
o
r
n
m
e
n
t
a
l
\
B
D
-
5
1
1
1
A
E
_
H
Y
D
_
p
s
h
0
4
W
E
T
.
d
g
n
e
r
i
g
g
s
10+00 11+00 12+00 13+00 14+00

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
0
00
100
100
50
50
50
50
10 2010
TO BE EXCAVATED
RDY-1
N
A
D
8
3/ NSRS 2
0
0
7
1,200
1,210
1,220
1,230
1,240
1,250
1,260
1,270
1,280
1,210
1,220
1,230
1,240
1,250
1,260
1,270
1,280
BD-5111AE
12" CATAWBA TREE
8" SPIKE IN ROOT OF
-L- STA. 12+07.74 46.69’ RT.
BM#1 EL = 1,241.36’
10+00
AT-1
TYPE-III
TYPE-IIITYPE-III
TYPE-III
AT-1
TL-2
-L- POT Sta. 14+30.00
-L- PT Sta. 11+72.40
-L- PC Sta. 10+17.89
-L- POT Sta. 10+00.00
AT-1
-L- STA. 10+20.00
BEGIN PROJECT BD-5111AE
-L- STA. 13+70.00
END PROJECT BD-5111AE
F
F
F F F
F
F
F
F
F F
F
CC
C
F
C
CF
F
F
C
C
C
C
PI = 11+05.00
EL = 1,243.50’
(-)
5
.
1684
%
(-)0.5556%
VC = 170’
K = 37
PI = 13+12.00
EL = 1,242.35’
(-)0.5556%(+)3.4288%
VC = 115’
K = 29
-L- STA. 11+86.80
BEGIN BRIDGE
GROUND
EXISTING
-L- STA. 12+44.05
END BRIDGE
GRADE
PROPOSED
BEGIN GRADE
-L- STA. 10+20.00
END GRADE
-L- STA. 13+70.00
ELEV. = 1,247.89’ELEV. = 1,244.34’
V = 30mph V = 26mph *
EL. = 1242.44 STA. 11+25 RT
PROP. SPECIAL CUT DITCH
(-) 3.0943%
PROP. SPECIAL CUT DITCH
EL. = 1241.36 STA. 11+60 RT
15"
SEE DETAIL D
EMBANKMENT
RIP RAP AT
2:
1
D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 11+25 TO STA. 11+60 RT.
Slope
Ditch
Front
Ground
Natural
DETAIL A
Type of Liner= PSRM Max d=1.25 Ft.
Min. D=1.25 Ft.
Flatter4:1 or
D
2:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -DR1- STA. 10+25 TO STA. 10+40 RT.
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
SEE DETAIL C
DISSIPATOR PAD
DECK DRAIN
2GI
TB 2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 12+45 TO 12+53 RT.
FROM -L- STA. 12+20 TO 12+30 RT.
DETAIL D
2
GEOTEXTILE
1.0’min.
FROM -L- STA. 12+27.9 TO STA. 12+31.9 LT.
FROM -L- STA. 11+82.9 TO STA. 11+89.9 LT.
DETAIL C
GEOTEXTILE
GROUND
1.0’
L
PLAN VIEW
PROFILE VIEW
4.0’
DECK DRAIN DISSIPATOR PAD
*NOTE: CENTER PAD DIRECTLY BELOW DECK DRAINS
Geotextile= 10 sy
Type of Liner= 3 TONS CL B Rip-Rap
L= VARIES (SEE STATIONS BELOW)
PAD
DISSIPATOR
( Not to Scale)
RCP-IV
15"
SEE DETAIL A
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
REMOVE
Geotextile= 180 sy
Type of Liner= 100 TONS,CL II Rip-Rap
2GI
RCP-IV15"
REMO
V
E
EXIST. ROW
+50.00 34’
+82.00
50’
+58.00
EXIST. ROW
+80.00
38’
+83.00
EXIST. ROW, 38’
+31.00
EXIST. ROW
+43.00
40’
+52.00
60’
+70.00
42’
+70.00
EXIST. ROW
+10.00
63’
+83.57
EXIST. ROW
+50.00
EXIST. ROW, 35’
+50.00
EXIST. ROW
+87.00
65’
+88.00
45’
+05.00
EXIST. ROW
+14.00
EXIST. ROW, 39’
+62.00
EXIST. ROW
+88.00
63’
+23.27
15
"
TB 2GI
RCP-IV
15"
REMOVE
RCP-IV15"
REMO
V
E