20140139 Ver 1_Application_20140210

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STATE Or NORTFI CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR
January 30, 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
20 140 1 39
Subject: Request for a NW 3 Permit and DWQ 401 Authorization for the replacement of Low Impact
Bridge # 13 over Stumpy Point/ Lake Worth Canal on US 264 in Stumpy Point, Dare County. WBS #
17 B P. l . R.50
The North Carolina Department of Transportation is requesting the issuance of a NW 3 permit
and corresponding DWQ 401 certification for the replacement of Low Impact Bridge # 13 in Stumpy Point,
Dare�County. The bridge is located on US 264 approximately 0.28 miles south of the intersection with SR
1164. The bridge spans Stumpy Point Canal, which is within the Pasquotank River Basin. Stumpy Point
Canal is classified by DWQ as class "C, SW" waters. Bridge # 13 is currently a four -span wood structure
with a concrete deck supported by two interior bents with steel joist on timber piles. The existing structure
is 100 ft. long by 26 ft., wide. This structure will be entirely removed using NCDOT's BMP's and
guidelines for bridge removal. The proposed bridge will be replaced along its existing alignment. The new
bridge will be a two span structure totaling, 125' in length by 33' wide. It will be comprised of a cast in
place concrete deck and bents, supported by prestressed concrete piles and girders. Jurisdictional wetland
and surface water impacts have been avoided and minimized. The resulting impacts are 0.008 acres of
temporary hand clearing wetland impacts, and 0.089 acres of permanent wetland fill, primarily associated
with the USFWS service road entrance relocation. There will also be 0.006 acres of permanent surface
water fill associated with the road entrance relocation. The surface water impact ties into the canal that
borders the service road on the south side. There will be no deck drains discharging directly from the bridge
deck into surface waters of Stumpy Point Canal. Storm water has been routed to outlets located outside the
canal channel on the north and south end of the project. The impact areas are located and detailed on the
permit drawings. Traffic will be maintained on -site by the use of stage construction and temporary lane
closures.

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. The permit fee can be charged to WBS #
1713P.1.R.50
Sincerely,
Jerry Jennings
Division One Engineer /'
Clay Willis w
Division One Envir mental Officer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ

TIP NO
WBS Element No.
17BP.1.R.12
County
Dare
Bridge Number
Bridge #13
Description
Bridge is 100 ft. long X 26 ft. wide, the substructure consist on 3 interior bents and two end bents all
supported by wood piles with concrete cap, the deck is supported by steel joist and the deck is concrete
with concrete rails. Project proposes to replace the bridge on existing alignment.
Basin
Pasquotank Basin 8 digit hucode 03010205
Classification
Back Lake Canal ( aka Stumpy Point Canal) C;SW drains to Stumpy Point Bay Classified as SA; HQW
Stream
SIN
DWQ index # 30- 22 -8 -1 Back Lake Canal drains to Stumpy Point Bay
Type
Warm/ Inland
Size
Within the project area the canal varies in width from 100 feet and depth 3 -6 feet
Type
Wooden piles and concrete caps with timber joist, which support a concrete deck and concrete rail
Existing Structure
Size
100 feet long by 26 feet in width (spans are 4 @25')
Suff. Rating
Bridge has a sufficiency rating of 67.8 out of 100
Proposed Structure
Type
replace existing 3 -span bridge with new 2 -span bridge
Size
total length 125' (1 @ 65' and 1 @ 60')
Stream
USACE (LF)
NCDWQ Impacts LF
USACE Impacts (AC)
wetland fill = 0.09 ac; wetland hand clearing = <0.004 ac; surface water impact = 0.006 ac
Wetlands
Non 404 Impacts (AC)
CAMA Impacts SF
32 sf of fill; 177 sf of hand clearing
NC DWQ Buffers Impacts (SF)
Project is not within a Buffer Basin; therefore Buffer rules do not apply
Buffer Applicaton Required (YIN)
not applicable
State Stormwater Permit Required (Y /N)
No
T&E
Habitat
No habitat present for Shortnose Sturgeon(E), Red - Cockaded Woodpecker(E), Piping Plover (T), Roseate
Tern (T), Sea Beach Amaranth, Red Wolf (E), Green / Hawksbill /Kemp's /Leatherback/Loggerhead Sea
Turtles, Bald Eagle (BGPA) Habitat is present for the West Indian Manatee (E)
Species Present
Habitat is present for West Indian Manatee
Bio Conclusion
May effect, not likely to adversly effect (guidelines for Manatee to be followed)
Type
No Moratorium
Moratorium
Dates
None
Trout Waters
Native/Hatchery
not applicable
Trout Species Present
not applicable
Trout Conditions (Y /N)
not applicable
WRC Reviewer
not applicable
CAMA
AECs
Public Trust Waters and CAMA wetlands
Essential Fish
Habitat
No
Nay.
Openinq
approximately 100 feet in width and 5 -6 feet from water surface to bridge structure
USCG
Permit
None
Historic
Properties
No further survey required
Archaeological
Resources
No further survey required
Tribal
Lands
None
4
Resources
Alligator River National Wildlife Refuge is abuting on West side of US 264
6 (f)l [LWCF
Resources
None
Wild and
Scenic River
None
Federal
Lands
None
TVA
Area
None
FEMA
Buyout
No
FEMA
Flood Study
Limited
USTs
Haz Mats
Relocatees
None
Location
LAT
LONG
35.696924
- 75.55361
Project Comments
77 LF of sheet pile installed in NE quadrant (Site 4) and will tie to existing bulkhead. 46 LF of sheet pile
to be installed behind southern abuttment (Site 5). No impacts to surface waters or wetlands should result
from this action
Completed by:
I
Date:
Lead Engineer
Date:
�
Div io Environmental Officer

Bridge Replacement # 13 on US 264
Dare County
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