HomeMy WebLinkAbout20130203 Ver 1_Application_20130227o-
B
_ 272013
•� '�'� ��NpS /WOSp�M �U,gil)y
TSRB'YCy
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
February 25, 2013
U.S. Army Corps of Engineers
Regulatory Field Office
Post Office Box 1000
Washington, N.C. 27889 -1000
Attention: Bill Biddlecome
ANTHONY .I. TATA
SECRETARY
201 30203
Subject: Request for a NW 3 Permit and DWQ 401 for the replacement of Low Impact Bridge # 43 over
Deep Run Swamp on SR 1510 (Tar Landing Road) in Martin County. WBS # 45347.3.9
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 # 43 in Martin County.
The bridge is located on SR 1510 approximately 0.08 miles east of the intersection with SR 1519. The
bridge spans Deep Run Swamp, which is classified by DWQ as class "C" waters. Bridge # 43 is currently a
3 -span wood and concrete structure with a concrete deck that is 75 ft. long by 29 ft. wide. 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 structure will be a two span 90' in length by 33'
wide bridge with a precast cored slab concrete deck, concrete piles and end bents. Jurisdictional wetland
and surface water impacts have been avoided and minimized, resulting in 0 acres of permanent wetland
impact and 0.007 acres of temporary wetland impact. Temporary wetland impacts are resulting from hand
clearing beyond'the fill slope points. These areas will be allowed to revert back to vegetated wetland status.
The impact area is 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 -7977.
Sincerely,
Jerry Jennings
Division One Engineer
Clay Willis +d' [�
Division One Enviror ental Officer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ
Low /Minimal Impact Bridge Project Data Sheet
J
2/2512013
TIP NO
BD -5101H
WBS
45347 1 9
County
Martin County
Bridge Number
Bridge # 43
Description
Bridge has 3 - 25' spans (PPC channel) with 2 interior bents Bents consist of wood piles with concrete caps There is a
wooden headwall on either side with wood end bents The bridge has a metal rail Relic wooden headwalls are standing under
bridge
Stream
Basin
Roanoke River Basin 8 digit hucode 03010107
Classification
Class "C"
SIN
DWO index # 23- 52 -1 -1 Deep Run Swamp
Type
Warm / Inland
Size
channel at the bridge site is 10 - 15 it wide, narrows away from the bridge to 5 -10 feet
Existing Structure
Type
PPC Channel deck on wooden piles with concrete caps
Size
Bridge is 75 feet long X 29 feet wide
Suff. Rating
Suit Rating 39 1 (posted at 20 tons single vehicle and 23 tons semi truck)
Proposed Structure
Type
Concrete Bridge
Size
90 It long X 33 feet wide
Stream
USACE Impacts (LF)
COE Jurisdictional Stream Present do to bridging there should be no stream impacts
Non 404 Impacts (LF)
not applicable
Wetlands
USACE Impacts (AC)
wetland impacts will be within the threshold for NW3 Permits from the COE
Non 404 Impacts (AC)
notapplieable
CAMA Impacts (AC)
There are no CAMA Junsdicbonal waters or wetlands within the project area
NC DINO Buffers
Impacts (SF)
Project is within the Roanoke River Basin, therefore Buffer rules do not apply
Buffer Application Required ( >40 ft) (YIN)
No
NC DWQ Stor iWater Permit Required (YIN)
Permit Required (YIN)
No
T&E
Habitat (yin)
No habitat present for Bald Eagle (BGPA)
Species Present
No Habitat Present
Blo Conclusion
No effect
Moratorium
Type
Moratorium Required (anadramous fish)
Dates
February 15June 30 (NCMF)
Trout Waters
NalivelHatchery
not applicable
Trout Species Present
not applicable
Trout Conditions (YIN)
not applicable
WRC Reviewer
not applicable
CAMA
AEC.
None
Essential Fish
Habitat (yin)
No
Nav
Opening
10 feet vertical clearance and 10 -15 feet horizontal
USCG
Permit
None
Historic
Properties
Survey Required
Archaeological
Resources
No Survey Required
Tribal
Lands
None
4(0
Resources
None
6(f) [LWCF]
Resources
None
Wild and
Scenic River
None
Forest Service
Lands
None
TVA
Area
None
FEMA
Buyout
FEMA
Flood Study
USTs
Haz Mats
. Relocatees
None
Location
LAT
3579538
LONG
-7694969
Project Comments
Downstream there is a steel foot bridge There is a pipe dimming yard on the SW corner
Completed by:
Lead Enqmee
(Division Environmental Officer
J
2/2512013
PROPERTY OWNERS
NAMES AND ADDRESSES
PARCEL NO. NAMES
0/09/7
ADDRESSES
LONNIE M. MOORE 4224 CEDAR CREEK
PRINCE GEORGE NC 23875
570043_Hyd_prm_wet_property owners.dgn 1/10/2013 3:57:22 PM
E
21
/ /]F
r
0) CL
E=
E
=�eD
ƒwo-
k
—
�
/\p§
ug
:mm2
\3e±ƒ
\
. n
/
��\
�\
a
«
7
§
k// k
2
ƒ .
IL
g
�
'2 \
_
\
\
}\k co,
\
§
j
E E: J
CO Co
LU
\
z
\�}k
±
a
w
4
ƒ//
7
LL a)
\§o^
UL a) k
I ®
e [
j
=e
»
U)\
§
0
�
L
$E
/
U/
/
e
.
,
\0
—
\
\
e
Bridge Replacement # 43 on SR 1510
Martin County Quadname - Jamesville
W �
"
i r
J
,
- - ._ _ ( _ �1 - • K Jane
.� WT,
I(Cem
F • j —wt
ZV
�'•.�'` n ii
�.�
r, n rR P Landing �-
]Bridge # 43 i
=--- Latitude 35.79 8 N
'- Longitude - 76.9496 W
xt
0 0.5 1 2 Miles
v,
J
W
I=
!Z
I
I
N
I_ $$$$$$SYSTIME$$$$$
I_ $$$$ $$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$
? $$$$ S RNAM $$$$ 99
!Z
0
CONTRACT: C202803 TIP PROJECT. BD -5101H
0
N to to
[C.) X n N I -4 a v V N o m o O m o m v < O Z OZ O o m X N N c N to o X N O o f 7 . O W n m (�/) 0 m o m x II 100
0 0 n Z
z D >
pCppN I p b r n -
p VI !1 N m �'
o N < p m 0 iM6
O 11 II II II -00 C
Z n Z opcn
L n to to ° ° O �C7 ' ° m p 4Of
c "' ° A
--I
0 3 0 o a 0n ��-
w
m
1
0 m ^F4
m 1 ,
m x x N
Z O O W p
r ' I
= N � 7D N
�O
O m
0 °v
�� O
N ca
x
x o a Z v r �i %T7 ,O2'
� X330 A rro -��• / � V J (� O
n I b
m �o _
N N �
a b
—
z 1� C
y N
O o Z� ill
ffipw4�$ � 0
2 0 n 2 0
� mo
I II
m n a
n m m
o �vv
2
4 b ti
cab C O
g
A A
V V
W W
b D °
Ln
=N ►Z
m �D
DZ�
of
N 0
Ul -
0
0
w
I
2 "
CL
I
U
3
I
(D
I
O
� I
a
0
7 I o
N
W /
N
/ \
N x
0
/ O
00 X
:t FM 00 / U) a �� i
/
=m C— / ` rn I m
z vt7 rn rnrn o ` Ww
Z —I
0--1 w x_ �' y �I v �- rn 0
N cn III 00 DO I ° --1 C�
r
20 C7 I Z oo p X
C) F - `�� i rn�
> to X I , o „
cn—'� RC1 O�
-< <o
-nO�r -u /
-
nZ -o m I y.
w
I JS NE.0
LU
I
0 �� N
Z
n3N
ddMs Nn�
w I I o
co
w=
�o
I
wcncnX .NOx � '/ cn
_
�zz0 ADZ Noo o� -im
I I , O
v ii1 I ICI D m*
�� = Z< v
00 X I _ G1 D W
0 0 o cNi, C) J I m C:
m I m 0
rn
o I
n v �' I I � coo
-v ° N o
�"
w O N
w I I 00
I � pmt
r I I Z =.�
I I a
CO 0 �v' m "�N
Z I cn I
m a c Ul
�Mr" o
M -p -y / g o
Z
z O m° m
v p" ap
_ v -� O
3y� o 0 Z
yz m o
r) v z
zo
r ZC =
:70
l
Ln
0
0
w
2
a
a
3
cn
io
ZT �
0
.A
a
n
N
W
N
O
W
N
W
O
W
O
=v
Dz
�
C-
>
o�
w�
W
nN
LA
m
r
M rn
X
O
rn
� v
W
-0
X
o0
II / rn0x
Z O
C?
G7
=4
r
9\
W
�
-j
-0
N
W
rn
W
°
N
Z
�
N
Z
X
O
rn
� v
�O
°
N
D
z
�
X
o0
II / rn0x
0
0
rn
rn
Cn
Lri
4
O
O
�
V
O
O
�
w
W
-
rnr
z -�
3v�
yz�
�vz
N N
r-
•
•
m
00
ZZ
m
X
-n0��
Z -0 W
Ln
m
M Ln'
00 x \ I%
/.
m m
y
00
Co
I
I
1
�0 1
>Z ,
�(n
r �
pp N
I
L� L11/1
,n
I
O
CO
OR
N
O
\ c
r
\ �v
m X
0+ m
Q
0°5
-ii
Vi
-I (� w � C)
r
I
O
_
ZO�vo p�C
0 m
�_�
ov -0
II / rn0x
m
I
10111 10 -�'_ -- - - -o
0
�o
0
N
0
N00 ,010 x
-- �z < w;
I rn
D
I C' -<0
o
N Qo �`V
Z
Ln �I c °�
1 o m�
n'JZm
A
p
..
1118
"w
■■■
r■
� ■
��I
�I�
��
� '
���
LI �
ail