20140045 Ver 1_Application_20140114

"a ;I4 P
7F �r
p JA /v
A
W (,4PYDSAILDSQZ�AU ,
��'MI,.gTERSP4,'CN
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
January 7, 2014
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, N.C. 27889 -1000
Attention: Tracey Wheeler
ANTHONY J. TATA
SECRETARY
2C 1 40 0 4 5
Subject: Request for a NW 3 Permit and DWQ 401 Authorization for the replacement of Low Impact
Bridge # 55 over Newland Drainage Canal on SR 1354 (Millpond Road) in Pasquotank County. WBS #
45347.1.16
The North Carolina Department of Transportation is requesting the issuance of a NW 3 permit
and corresponding DWQ certification for the replacement of Low Impact Bridge # 55 in Pasquotank
County. The bridge is located on SR 1354 approximately I mile southwest of the intersection with US 158
in Morgan's Corner. The bridge spans Newland Drainage Canal, which is within the Pasquotank River
Basin. Newland Drainage Canal is classified by DWQ as class "C, Sw" waters. Bridge # 55 is currently .a
three -span wood structure with concrete deck that is 52 ft. long by 22 ft. wide, supported by wood piles
with wooden bents. This structure will be entirely removed using NCDOT's BMP's and guidelines for
bridge removal. The proposed bridge will be replaced on its existing alignment. The new bridge will be a
single span structure, 65' in length by 33' wide, comprised of a precast cored slab concrete deck, steel piles
and concrete bents. Jurisdictional wetland and surface water impacts have been avoided and minimized,
resulting in 0.076 acres of temporary hand clearing wetland impact, 0.004 acres of excavation in wetland
(floodplain restoration area), and 0.058 acres of permanent wetland fill associated with bridge approach
shoulder construction. There will be no deck drains located on the bridge. Storm water has been routed to
outlets located outside the canals normal water flow area. The impact areas are located and detailed on the
permit drawings. An off -site detour will be utilized during construction. This bridge is following the Low
Impact Bridge Process established by FHWA, NCDOT and Regulatory Agencies.
Included with this letter are the location map, permit drawings, and Low Impact Data Sheet. If you
have questions please call me at (252) 482 -1876.
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ
Sincerely,
Jerry Jennings
Division One Engineer
Clay Willis �'✓C�G
Division One Envir mental Officer

Low /Minimal Impact Bridge Project Data Sheet
117/2014 v
TIP NO
BO -51010
WBS
45347 1 16
County
Pasquotank
Bridge Number
Bridge 455, 690055
Description
3 span bridge, 52' long x 23' wide
Stream
Basin
Pasquotank 0 digit hucode 03010205
Classification
i UT (swamp) to Newland Drainage Canal, Class "C, Sw"
SIN
Newland Oramage Canal, DWQ index 4 30 -3 -1 5
Type
Warm I Inland
Size
17' wide under bridge, no real defined channel up or downstream
Existing Structure
Type
concrete deck on timber joists with timber caps and piles
Size
3 span bridge, 52' long x 23' wide
Suff Rating
Suff Rating = 40 9, Posting 16 ton single vehicle. 23 ton truck tractor semi - trailer
Proposed Structure
Type
precast cored slab dock on concrete or steel piles
Size
65'long x 33' wide
Stream
USACE Impacts (LF)
COE jurisdictional open waters present, do to bridging there should be no stream impacts
Non 404 Impacts (LF)
NIA
Wetlands
USACE Impacts (AC)
Wetland impacts will be within the threshold for NW3 Permits from the COE
Non 404 Impacts (AC)
NIA
CAMA Impacts (AC)
There are no CAMA jurisdictional wetlands within the project area
NC DWQ Buffers
Impacts (SF)
Project is not within a Buffer Basin, therefore Buffer rules do not apply
Buffer Application Required ( >40 ft) (YIN)
NIA
NC DWQ Storm Water Permit Required (YIN)
Permit Required (YIN)
No
T &E
Habitat (yin)
No habitat for Bald Eagle (BGPA)
Species Present
No habitat present
Bid Conclusion
No effect
Moratorium
Type
No moratorium required
Dates
NIA
Trout Waters
NativelHatchery
NIA
Trout Species Present
NIA
Trout Conditions (YIN)
NIA
WRC Reviewer
NIA
CAMA
AECs
none
Essential Fish
Habitat (yin)
no
Nay.
Opening
6'- 7'vertical clearance, 17' horizontal
USCG
Permit
none
Historic
Properties
none
Archaeological
Resources
none
Tribal
Lands
none
4(f)
Resources
none
6(f) [LWCF]
Resources
none
Wild and
Scenic River
none
Forest Service
Lands
none
NA
Area
none
FEMA
Buyout
FEMA
Flood Study
USTs
Haz Mats
Relocatees
Location
LAT
3640744
LONG
.76 36244
Project Comments
ComDleted by_
I lead Engineer _ —_. -_—
<<✓
_ _ _ _— _ _— —__ __ -___
.Division Environmental Officer
117/2014 v

SSSSSSSSSSSS
V
/ In
v
O O O >- )t D v v v
y
Dm
mmG1G1G1
Z
y£n
m
O
^
_
N
W
n
Zclm�
a
I $ x
?
v
yO
,Z
<
oG10 mn An
M. C M
o
m
m
0
"z
cl
=
I orn
k
v�
yTJ=Z yam
00
om
Z Z v
��
w
� —
OZA Z
z O
v G1
��
V
/ In
A W V z
r°Z v r27�0
Cm�ODOm
m�0D00..
CSc: „
m v v
Oz ° z Z m
S Z a D C 2
m > m n v Op
2 G1 �
m _
G1 f1 D n
y D N n m
A r Z O A
D y Z Z
v„
Fu
a D
REVISIONS
0�
b£
U
o
Np
8 0
I n�
g
O
rn
v
O O O >- )t D v v v
y
Dm
mmG1G1G1
Z
y£n
I
m
OOO�mT yZZZ
W
O D
m�
C
Dnxpv
ZZZmC2:�m in
?
v
yO
,Z
<
oG10 mn An
M. C M
o
m
m
0
mmv� <^'<Z G1
=
<
v�
yTJ=Z yam
,o
Z Z v
bK
z
vn
OZA Z
z O
v G1
M
C
II
II
II II II II II II II 11 II
r
la
O
r°i•
u,
w w
aoyo
IOR
n
Ai
N +•rlo�I�o
imm
0a
I
vZ
+c
N`"
Lo
n��
I
D
m
x
m n
IW
I
0
0
1
I
j n 1 n m A n
N
o0
00
D
y y y y y
A W V z
r°Z v r27�0
Cm�ODOm
m�0D00..
CSc: „
m v v
Oz ° z Z m
S Z a D C 2
m > m n v Op
2 G1 �
m _
G1 f1 D n
y D N n m
A r Z O A
D y Z Z
v„
Fu
a D
REVISIONS
0�
b£
U
o
Np
8 0
I n�
g
O
rn
�
y
y
y
9
I
I
Z
y£n
I
m
N
:t 22
W_�
<m
e� I
Z
W;
rn
NNE
S
p
��
M
0
Cy
0
0
0
°po
a
v�
I
�
y
y
y
y
�
��•
Z
m
m
m
m
z o
O
Z�
Cv
S
p
��
M
0
Cy
0
0
0
n
� r2•�
a
v�
'o
,o
Z Z v
bK
z
vn
v G1
O
m
O
O
w
O
w
O
r°i•
O
n°�
T
n
aoyo
IOR
n
Ai
Z Z
imm
0a
I
vZ
+c
N`"
v
n��
I
m
x
m n
0
I
0
0
°o
I
I
o0
00
D
A
N
N
Z �
c al
v z
g�
r�M,
DU1 O
u 0= v A m
m v
`O "0 �� �Z
,oc =,
W
zL v
n rn
m Q
r M
n °
N
Q 5.
z W
w
v
N Gl
6 m
Cry
=�N
Zo� N N
no = m
vG m m
u -mi Z
oK D
of
rm m
Fn
�m N m
�O o"v z
mZ rn -�
/m� a�
xo �
Q7r �V 7
s2
^__w N
L \Ax"
on
MIN
b
zK
mN
v
�gO
72n r
�
��•
Z
1(
ZO
_
se
z o
O
Z�
Cv
S
p
��
M
N
Cy
na
Mm
zT
I
-ix
v�
P
O
_
\\
bK
z
vn
p
O
z
CONC �
g
m�
IOR
n
Ai
imm
0a
I
vZ
+c
N`"
n��
I
Z
n
I
r
x
3W7 SN3NIW9
c al
L \Ax"
on
MIN
Ili
S
O
R
0
Io
IN
°o
O6 X
Z — (n
V -1
3O Z
>- X
�V C)
3� M
�-4 O
N p U1
U1
n y
N^
T
O c
O 0
56 D
O Z
z ;K
(i
3 O
0o Z
m
O
N
N
m
U)
N
D
z
v
Z
V1
9 w
IF
v
z
C)
1`
b
8�
:�
b
zK
mN
v
PZ
o
Z
z
ZO
Lh
z o
O
Z�
Cv
S
p
��
M
N
Cy
iii
Mm
zT
m3
-ix
v�
>-u
_
O
Z�
z<
z
vn
p
O
z
Ili
S
O
R
0
Io
IN
°o
O6 X
Z — (n
V -1
3O Z
>- X
�V C)
3� M
�-4 O
N p U1
U1
n y
N^
T
O c
O 0
56 D
O Z
z ;K
(i
3 O
0o Z
m
O
N
N
m
U)
N
D
z
v
Z
V1
9 w
IF
v
z
C)
1`
b
8�
:�
b
zK
mN
P
PZ
o
i z
m
Lh
z o
O
Al
z
S
p
I I r---A-,Zo
M

SSS$sSSs
N
O J_�
A
of
v
a °> (23m,
m -F
'
g �
NEW[AY�
F cave
6
<n
Dn'
O y'
111mmm4��G1
M
n
O
O O O x m o z z z
w9 g �.• gn
m0
��
oN�"�
^m
v
yZ
m�
I
mZ orn
0m
GlG oR� T;> -Mmn
GZArtI C=
M
rn
om �CA) —
<
r A � < m m m A
<pn0 n <m
M
A
of
v
a °> (23m,
m -F
'
g �
A W N z
zM 3t0
MCT, �ZOm
r�A�vp.
M z 0 0 n v
p D r
z C z z 3: �_ Z azEQ
2
mamn O
OA v
rn _
Gl n D n
y a N n m
A >zc a
a Z Z
v ,o Gl
n
REVISIONS
OZ
Np
c m�
0K
9 �
g�
O
_N
M
NEW[AY�
F cave
of
<n
Dn'
g
111mmm4��G1
M
m t
O
O O O x m o z z z
W
m0
��
\
v
yZ
a
GlG oR� T;> -Mmn
GZArtI C=
M
rn
A
M
<
r A � < m m m A
<pn0 n <m
M
p.
si
09�
H
10
�
n�ZMz3
V
z O
Ss
— IN02
v o
�pn
O z A
zR0 z
v zv:
o
-rni Z
C
II
II
II II II II II II II II II
r
f7
O
O
O
�u,wroo
Iy
O
10w
y A
0
o�
OD
s
z
Ir
W
+
O
v
oo
rn
Z
M
O
a
O
I2
W
°o
I
I
°o
°o
n S z D
N
N
y N y IA y
z
A W N z
zM 3t0
MCT, �ZOm
r�A�vp.
M z 0 0 n v
p D r
z C z z 3: �_ Z azEQ
2
mamn O
OA v
rn _
Gl n D n
y a N n m
A >zc a
a Z Z
v ,o Gl
n
REVISIONS
OZ
Np
c m�
0K
9 �
g�
O
_N
M
-4
NEW[AY�
F cave
of
<n
y
g
osCnC�
M
m
mmOy
C/)
Pm
0 � o�
M m
��
\
oe
\
t
�mF
0
0
0
0
c
0
M
p.
si
09�
-0
10
�
n�ZMz3
V
zn;
Ss
— IN02
v o
�pn
n
v zv:
o
-rni Z
-4
to
of
<n
y
g
M
m
m
m
0 � o�
[rift p4
\
oe
O
0
O
0
0
0
0
c
0
Mn
m = 1
D --I a a m
p.
0
-0
10
v
n�ZMz3
V
iDp
'
— IN02
v o
rn T
v zv:
o
-rni Z
M
O
O
O
O
O
T n
D m
w
W
o�
OD
s
z
ono
£n
v
oo
rn
Z
M
O
O
O
°o
I
I
°o
°o
n S z D
A
N
N
z
v z
O I
a
�m� I
m y
mm
m nm� I
c ��r
nZj
T
v
Z Z ZO
Z 0 � 0 C N
.HM �y �y nM
rm
MM zM m3:
W
0
z< z ��
> :j <
O
z
o�
II
I
M � (— RD 'a
�G)G�Dtn O
II p C, m
10 II M z °
'00,
w
z Lrl v
rn Q m
r X
D °
� N
O
z W
II �
v
N M
� rn
N
' � s
1 0
a ^o'
n
s =
s� �o
n° N
:�Z�
O
Z m W
nOi�
c p
L
g
0 � o�
[rift p4
\
oe
1
��K
=�r
°oo
1
n0�n
�n o FeQ
I
T.
iDp
'
— IN02
v o
rn T
o
-rni Z
VU
D
o�
OD
s
rn
£n
o
oo
rn
Z
-zi
' � s
1 0
a ^o'
n
s =
s� �o
n° N
:�Z�
O
Z m W
nOi�
06 k
Z � N
I` Z
o; O
n�
0—
�V
3(- rn
r--4 O
N O, Ut
CJ1
� T
n y
N^
T Jf.J
O c
O 0
50 D
O Z
z 7�
-i ii
3 QC
00 Z
M
O
N
M
N
D
z
v
z
H
O
oil
b
8'ro
�r
Hr
c
�z
m yy
Y
r
0
I
v
z
C)
b 9
0
z
� K
z P p
0
° O Z
Z = m
Z
K
Z O
zc =
pn
z
c p
L
g
0 � o�
[rift p4
\
oe
P_
g
COKOR
- - --
^m
�Z
Um
06 k
Z � N
I` Z
o; O
n�
0—
�V
3(- rn
r--4 O
N O, Ut
CJ1
� T
n y
N^
T Jf.J
O c
O 0
50 D
O Z
z 7�
-i ii
3 QC
00 Z
M
O
N
M
N
D
z
v
z
H
O
oil
b
8'ro
�r
Hr
c
�z
m yy
Y
r
0
I
v
z
C)
b 9
0
z
� K
z P p
0
° O Z
Z = m
Z
K
Z O
zc =
pn
z

SSSSSSSSSSSSSSS
to
m
NEWLAND
CANAL
m
w
OR NA GE
0
0
REVISIONS
.01
.0
.031.0
\ i : I �Ns
T
v
=m
z Z ZO
ZO MO o n
C`m -AM
MX Z-n m3
Z< >0
v> Z ��
O �
Z
MIE
Sol
OWN
N)
0
U -I�--,
0
to
m
mmi
C/1
m
N
rn
Z
a
G7
m
3:
m
Z
mmi
0
N
N
m
Z
v
"C
n
C/)
S t2l
s
sc
mvv
mo
� p
0
o °
N
=
O
O
w
y
4 'U
-o
xz
Cb,,,
°z�
x
qc
Z
CA
rn
m
m
n<
wzs
v
-'p
�
Z
0
rn
W
0
z
-n
3�0
°°
-4
D
Z_�
r-
:--
I
=
0
O
Z
D
0
Z—@
r)
0
2
v
O
v
z
J
Ln
0
z
o
cn
Dv
O
Q
�
W
OR NA GE
0
0
REVISIONS
.01
.0
.031.0
\ i : I �Ns
T
v
=m
z Z ZO
ZO MO o n
C`m -AM
MX Z-n m3
Z< >0
v> Z ��
O �
Z
MIE
Sol
OWN
N)
0
U -I�--,
0
to
m
mmi
C/1
m
N
rn
Z
a
G7
m
3:
m
Z
mmi
0
N
N
m
Z
v
"C
n
C/)
S t2l
s
sc
mvv
mo
� p
0
o °
y
4 'U
$
xz
Cb,,,
°z�
x
qc
x

Pasquotank Bridge #55 Replacement
-on SR 1354 Millpond Rd over UT to Newland Drainage Canal
VI
_ w _ �•-
�_ .,r l ..
LL
WE Fda`.
'l
4
Cam N :.Cam 'r Tra{le
Perk: -
.`� a '• ;..
•. _ -r_
1
_
Cn
J
4,
Bridge #55
36.40744
- 76.36244
-�-
(S
ev
{ Ma
R
f
�
a
�i
GREAT '`
� 1
F
f
�
r
USGS Quad - South
Mills
N
Pasquotank River
Basin
0 0., 0.2 0.4 Miles
II{111111
w E
s

Pasquotank Bridge #55 Replacement
on SR 1354 Millpond Rd over UT to Newland Drainage Canal
USGS Quad - South Mills N
Pasquotank River Basin 00.018.03 0.06 Miles W E
S