HomeMy WebLinkAbout20140998 Ver 2_Application_20150409 STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY
April 9, 2015
Washington Regulatory Field Office
US Army Corps of Engineers
2407 West 5th St.
Washington, North Carolina 27889
ATTN: Mr. Tom Steffens
NCDOT Coordinator
Dear Sir:
Subject: Request for Modification to Section 404 Individual Permit, Tar-Pamlico
Riparian Buffer Authorization and Section 401 Water Quality Certification
for the proposed replacement of Bridge Nos. 85, 141, 151 and Culvert No. C70 on
US 301 over Swift Creek and Culvert No. C161 on US 301 over Lane Swamp in
Nash County. Federal Aid Project No. BRSTP-0301(25), TIP No. B-5124.
Debit $570.00 from WBS 42270.1.1.
References: Section 404 and 401 Individual Permit Application dated
September 19, 2014
Section 404 Individual Permit issued February 6, 2015 (SAW-2014-01802)
Section 401 Water Quality Certification and Tar-Pamlico Buffer Rules issued
January 7, 2015 (Project No. 20140998)
The purpose of this letter is to request a modification to the United States Army Corps of
Engineers (USACE) Individual Permit and North Carolina Division of Water Resources Water
Quality Certification for the above referenced project. The requested modification is to account
for additional permanent wetland impacts. Also please find attached the revised: permit drawing
sheets, wetland impact summary table, and N.C. Division of Mitigation Services (DMS) request
letter.
The southern portion of the project area has been extended. Mechanized clearing impacts to
riparian wetlands will increase by 0.09 acre to a total of 1.84 acres and permanent fill to riparian
wetlands will increase by 0.02 acre to 2.38 acres. Please see the enclosed revised permit
drawings.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: 919-707-6000
FAX: 919-212-5785
WEBSITE:NCDOT.GOV
LOCATION:
CENTURY CENTER, BUILDING B
1020 BIRCH RIDGE DRIVE
RALEIGH NC 27610
MITIGATION REQUEST FORM
TRI-PARTY MOA (NCDOT)
Revised 3/24/2008
Fill in requested information, print out the form, sign and date, and either mail to EEP, 1652 Mail Service Center, Raleigh, NC 27699-1652, or fax to 919-715-2219. Attachments
are acceptable for clarification purposes.
Electronic submissions are permissible; however, an acceptance letter cannot be sent until the original signed form has been received.
NCDOT CONTACT INFORMATION REGULATORY CONTACT INFORMATION
Agency/Division NCDOT-Highways USACE Office Regulatory Field Office
Branch PDEA-NEU USACE Contact Mr. Tom Steffens
Mailing Address 1598 Mail Service Center Mailing Address Post Office Box 1000
City, State, Zip Raleigh, NC 27699-1598 City, State, Zip Washington, NC 27889-1000
Project Manager John Merritt USACE Fax Number (252) 975-1399
Telephone Number (919) 707-6000 NCDWQ Contact Amy Chapman
E-Mail Address jsmerritt@ncdot.gov Mailing Address 1650 Mail Service Center
Supervisor Chris Rivenbark City, State, Zip Raleigh, NC 27699-1650
Telephone Number (919) 707-6000 NCDWQ Fax Number (919) 807-6494
PROJECT LOCATION INFORMATION AND IMPACTS
TIP Number(s)B-5124
TIP Description SWIFT CREEK. REPLACE BRIDGE NOS. 141, 151, & 85.
Current Let Date 4/21/15
NCDOT Highway Division Division 4
County(ies)Nash
Ecoregion(s)Northern Inner Coastal Plain
River Basin(s)Tar-Pamlico
Cataloging Unit(s) (8-digit)03020101
Warm
Cool
ColdTotal Stream (feet)
TOTAL
Total Riparian Wetland Impact (acres)4.26
Total Non-Riparian Wetland Impact (acres)
Total Coastal Marsh Impact (acres)
Zone 1 (square feet)Total Buffer Impact Zone 2 (square feet)
OTHER INFORMATION
USACE Action ID Number (if known)2014-01802
NCDWQ Project Number (if known)20140998
NCDCM Project Number (if known)
Comments:
IMPORTANT Signature of Applicant or Agent:
Check below if this request is a:
New Mitigation Request
Revision to a current acceptance Date:
-L-
R:
\
H
y
d
r
a
u
li
c
s
\
P
E
RM
ITS
_
En
v
ir
o
n
m
e
n
t
a
l\
D
r
a
w
in
g
s
\
B
5
1
2
4
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
4
.
d
g
n
IC
A
E
N
G
IN
EE
RIN
G
,
IN
C
.
4
/7
/2
0
1
5
ENGLISH
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NASH COUNTY
PROJECT: 42270.1.1 (B-5124)
SWIFT CREEK ON US-301
141, AND 151 OVER
REPLACE BRIDGES NO. 85,
SHEET OF
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
PLAN VIEW
SHEET 4A
SEE ENLARGED AREA
BANK STABILIZATION, L=20’
TS TS
LEGEND
S S
SURFACE WATER IMPACT
DENOTES TEMPORARY
SURFACE WATER IMPACT
DENOTES PERMANENT
E E
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
DENOTES WETLAND BOUNDARY
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
SECTION
CROSS
SEE
SITE 1
SITE 1A
PLAN VIEW
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET 2 OF 51
PERMIT DRAWING
4B-5124
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
5
-
L-
S
T
A
.
2
1
+
0
0
.
0
0
RE
VIS
IO
N
S
NAD 83/ NSRS 2007
BL-1
GPS 2
JOHN WHITE FISHER
JOHN WHITE FISHER
WOODS
WOODS
WOODS
WOODS
US 301 24’ BST
EXIST. R/W
WOODS
WOODS
WOODS
T
18" CMP
15" CMP
TBM-1
T
EXIST. R/W
10
0
.
0
0
’
E B GRAIN COMPANY INC
TT
12" DI
16" DI
10
0
.
0
0
’
S
WIF
T
CR
E
E
K S
WAMP
C
F
F F F
F F F F
FFFF
F
F
F
C C
F
F C
5
0
’
10 15
DETAILS
PLAN SHEET 2G-1 FOR
SEE GEOTECHNICAL
ROCK EMBANKMENT
BEGIN TIP PROJECT B-5124
-L- POT STA. 11+00.00
P
T
S
t
a
.
17
+
6
5
.8
4
P
O
T
S
t
a
.
10
+
0
0
.0
0
PC Sta. 11+33.35
P
R
C
S
t
a
.
14
+
4
9
.
5
9
TS
S S
S S
S
S
S
S
SS
S
TB
T
B
TB
T
B
(LOOKING DOWNSTREAM)
(NOT TO SCALE)
2
:1
w/GEOTEXTILE (TYP.)
CLASS ’I’ RIP RAP
NG
42.5’
EXCAVATION
1.5’ THICK (TYP.)
CULVERT 70 INLET CHANNEL
EXISTING (4) 10’ x 7’ RCBC
RETAIN AND EXTEND 18’ UPSTREAM
SEE DETAIL
EST. DDE 240 CY
EST. 115 SY GEOTEXTILE
EST. 80 TONS CL. ’I’ RIP RAP
CHANNEL IMPROVEMENT
20 LF OF INLET Revised 4/7/15
85
85
8
5
90
90
90
90 90
9
0
9
0
90
90
9
0
90
9
0
90
9
0 90 90
90909090
90
90
90
90
9
0
9
0
9
0
90
90
90
90
90
90
95
95
95
95
95
95
9
5
95
95
9
5
9
5
95
95
95
-L-
R:
\
H
y
d
r
a
u
li
c
s
\
P
E
RM
ITS
_
En
v
ir
o
n
m
e
n
t
a
l\
D
r
a
w
in
g
s
\
B
5
1
2
4
_
h
y
d
_
p
r
m
_
w
e
t
_
p
s
h
4
.
d
g
n
IC
A
E
N
G
IN
EE
RIN
G
,
IN
C
.
4
/7
/2
0
1
5
ENGLISH
N. C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
NASH COUNTY
PROJECT: 42270.1.1 (B-5124)
SWIFT CREEK ON US-301
141, AND 151 OVER
REPLACE BRIDGES NO. 85,
SHEET OF
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
PLAN VIEW
SHEET 4A
SEE ENLARGED AREA
BANK STABILIZATION, L=20’
TS TS
LEGEND
S S
SURFACE WATER IMPACT
DENOTES TEMPORARY
SURFACE WATER IMPACT
DENOTES PERMANENT
E E
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
DENOTES WETLAND BOUNDARY
CLEARING
DENOTES MECHANIZED**
*
*
**
*
**
*
*
SECTION
CROSS
SEE
SITE 1
SITE 1A
PLAN VIEW
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
SHEET 4 OF 51
PERMIT DRAWING
4B-5124
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$
$
$
$
$
$
S
Y
S
T
IM
E
$
$
$
$
$
$
$
$
$
U
S
E
R
N
A
M
E
$
$
$
$
8
/
1
7
/
9
9
M
A
T
C
H
LIN
E
S
E
E
S
H
E
E
T
5
-
L-
S
T
A
.
2
1
+
0
0
.
0
0
RE
VIS
IO
N
S
NAD 83/ NSRS 2007
BL-1
GPS 2
JOHN WHITE FISHER
JOHN WHITE FISHER
WOODS
WOODS
WOODS
WOODS
US 301 24’ BST
EXIST. R/W
WOODS
WOODS
WOODS
T
18" CMP
15" CMP
TBM-1
T
EXIST. R/W
10
0
.
0
0
’
E B GRAIN COMPANY INC
TT
12" DI
16" DI
10
0
.
0
0
’
S
WIF
T
CR
E
E
K S
WAMP
C
F
F F F
F F F F
FFFF
F
F
F
C C
F
F C
5
0
’
10 15
DETAILS
PLAN SHEET 2G-1 FOR
SEE GEOTECHNICAL
ROCK EMBANKMENT
BEGIN TIP PROJECT B-5124
-L- POT STA. 11+00.00
P
T
S
t
a
.
17
+
6
5
.8
4
P
O
T
S
t
a
.
10
+
0
0
.0
0
PC Sta. 11+33.35
P
R
C
S
t
a
.
14
+
4
9
.
5
9
TS
S S
S S
S
S
S
S
SS
S
TB
T
B
TB
T
B
(LOOKING DOWNSTREAM)
(NOT TO SCALE)
2
:1
w/GEOTEXTILE (TYP.)
CLASS ’I’ RIP RAP
NG
42.5’
EXCAVATION
1.5’ THICK (TYP.)
CULVERT 70 INLET CHANNEL
EXISTING (4) 10’ x 7’ RCBC
RETAIN AND EXTEND 18’ UPSTREAM
SEE DETAIL
EST. DDE 240 CY
EST. 115 SY GEOTEXTILE
EST. 80 TONS CL. ’I’ RIP RAP
CHANNEL IMPROVEMENT
20 LF OF INLET Revised 4/7/15
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
St
r
u
c
t
u
r
e
Fi
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
We
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
)
1A
-
L
-
1
1
+
2
0
T
O
1
3
+
3
1
E
X
T
E
N
D
E
X
.
4
@
1
0
'
x
7
'
R
C
B
C
0
.
0
2
0.
0
9
1
-
L
-
1
6
+
0
8
T
O
2
1
+
0
0
E
X
T
E
N
D
E
X
.
4
@
1
0
'
x
7
'
R
C
B
C
0
.
2
5
0.
0
2
0
.
1
2
0.
0
3
0
.
0
2
1
8
32
1
-
L
-
1
7
+
1
0
T
O
1
7
+
5
9
BA
N
K
S
T
A
B
I
L
I
Z
A
T
I
O
N
<
0
.
0
1
20
2
-
L
-
2
1
+
0
0
T
O
3
4
+
0
0
2
4
"
P
C
C
S
B
R
I
D
G
E
,
1
@
7
0
'
,
1
@
5
5
'
0
.
6
0
0
.
0
2
<
0
.
0
1
0
.
5
0
<
0
.
0
1
0
.
0
5
56
3
-
L
-
3
4
+
0
0
T
O
4
7
+
0
0
2
1
"
P
C
C
S
B
R
I
D
G
E
,
1
@
3
5
'
,
1
@
5
5
'
,
1
@
4
5
'
0
.
7
5
<
0
.
0
1
<
0
.
0
1
0
.
4
7
<
0
.
0
1
0
.
1
0
5
12
4
-
L
-
4
7
+
0
0
T
O
5
5
+
7
6
1@
4
0
'
(
2
1
"
P
C
C
S
)
,
1
@
7
0
'
(
2
4
"
P
C
C
S
)
,
1@
3
5
'
(
2
1
"
P
C
C
S
)
0.
4
0
0
.
0
1
<
0
.
0
1
0
.
3
5
<
0
.
0
1
<
0
.
0
1
73
5
-
L
-
6
8
+
5
4
T
O
7
8
+
2
0
E
X
T
E
N
D
E
X
.
3
@
8
'
x
6
'
R
C
B
C
0.
3
7
<
0
.
0
1
0
.
3
2
0.
0
2
0
.
0
3
1
9
54
5
-
L
-
7
3
+
7
7
T
O
7
4
+
3
0
BA
N
K
S
T
A
B
I
L
I
Z
A
T
I
O
N
0.
0
3
46
TO
T
A
L
S
*
:
2.
3
8
0
.
0
3
0
.
0
4
1.
8
4
0.
0
9
0
.
2
1
1
0
8
2
2
7
0
*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
p
a
c
t
s
NO
T
E
S
:
AT
N
R
e
v
i
s
e
d
3
/
1
2
/
1
3
SH
E
E
T
36 OF 51
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
DIVISION OF HIGHWAYS B-5124, NASH COUNTY
WE
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
SU
R
F
A
C
E
W
A
T
E
R
I
M
P
A
C
T
S
RE
P
L
A
C
E
B
R
I
D
G
E
S
N
O
.
8
5
,
1
4
1
,
A
N
D
1
5
1
OVER SWIFT CREEK ON US-301
R
e
v
i
s
e
d
4/07/2015