20140112 Ver 1_Application_20140204

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORY
GOVERNOR ,
January 28, 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
20140112
Subject: Request for a NW 3 Permit and DWQ 401 Authorization for the replacement of Low Impact
Bridge # 18 over Charles Creek on NC 34 (Road St.) in Pasquotank County. WBS # 45347.1.15
The North Carolina Department of Transportation is requesting the issuance of a NW 3 permit
and corresponding DWQ certification for the replacement of Bridge # 18 in Pasquotank County. The bridge
is located on NC 34 approximately 90 feet north of the intersection with Herrington Road in Elizabeth City.
The bridge spans Charles Creek, which is within the Pasquotank River Basin. Charles Creek is classified by
DWQ as class "C, Sw" waters. Bridge # 18 is a two -span structure with a concrete deck on metal beams.
The existing bridge is 40 ft. long by 32 ft. wide, supported by timber piles with timber bents. This structure
will be entirely removed using NCDOT's BMP's and guidelines for bridge removal. The bridge will be
replaced on its existing alignment. The new bridge will be a one span structure totaling 60' in length by 40'
in width, and comprised of a precast cored slab concrete deck with vertical abutments. Jurisdictional
wetland and surface water impacts have been avoided and minimized. The resulting impacts are 0.003 acres
of temporary hand clearing wetland impact and 0.001 acres of permanent wetland fill. There will be no
deck drains located on the bridge. Storm water has been routed to outlets located outside the creek's normal
water flow area. The impact areas are located and detailed on the permit drawings. An off -site detour will
be utilized during construction.
In addition, NCDOT will remove the existing city bridge over Charles Creek on Herrington Road.
The city bridge deck, substructure, and retaining walls will be removed. The retaining wall fill will be
excavated back to the adjacent shorelines on Charles Creek and stabilized with Class I1 rip rap. The
adjacent roadway pavement will be removed and the causeway fill elevation will be lowered to the adjacent
ground elevation to improve the floodplain.

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.
Sincerely,
Jerry Jennings
Division One Engineer r „u:�"
Clay Willis
Division On+Evironmental Officer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ

Low/Minimal Impact Bridge Project Data Sheet
112812014
TIP NO
OD-5101N
Wes
45347.1.15
County
Pasquotank, 8 digs hucode 03010206
Bridge Number
Bridge 010, 690018
Description
2 span bridge, 40' long x 32' wide concrete deck on metal beams with timber caps and piles
Stream
Basin
Pasquotank
Classification
Charles Creek Cress "C, SW'
SW
DWO index a 30-3-11
Type
Warm I Inland
size
40' wide at bridge
Existing Structure
Type
concrete deck on metal beams with Umber caps and piles
Size
2 span bridge. 40' long x 32' wide
Suff. Rating
Sus. Rating' 9.1, no posting noted on site
Proposed Structure
Type
precast cored slab deck on concrete or steel piles
size
60' lorhg x 40' wide
Stream
USACE Impacts (LF)
COE jurisdictional stream 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)
WA
CAMA Impacts (AC)
Thera are no CAMAjurisdletonal wetlands within the projaet area
NC DINO Buffers
Impacts (SF)
Project is not within a Buffer Basin. therefore Buffer rules do not apply
Buffer Application Required ( >40 ft) (YIN)
WA
NC DWQ StormWater Permit Required (YIN)
Permit Required (YIN)
No
TB,E
Habitat (yin)
No habitat for Bald Eagle (BGPA)
Species Present
No habitat present
Blo Conclusion
No~
Moratorium
Type
WRC moratorium for anadfamous specks
Dates
Feb. 1S to June 15
Trout Waters
NativelHatchery
WA
Trout Species Present
WA
Trout Conditions (YIN)
WA
WRC Reviewer
WA
CAMA
AECs
Division of Coastal Management claims "Public Trust' on this water body
Essential Fish
Habitat (yin)
no
Nov.
Opening
2'- 3' vertical clearance, 20' horizontal
USCG
Permit
none
Historic
Properties
Survey Rerquired
Archaeological
Resources
Survey Rerquired
Tribal
Lands
none
4(f)
Resources
none
6(0 [LWCF']
Resources
none
Wild and
Scenic River
none
Forest Service
Lands
none
TVA
Area
none
FEMA
Buyout
FEMA
Flood Study
USTs
Hat Mats
Relocate"
Location
LAT
35.29105
LONG
45.22002
Project Comments
Utility pipe attached to bottom of bridge that runs tia entire length of bridge.
Completed
Lead Engineer
i
D-iv-*-nn Envlronmemal Officer
112812014

Pasquotank Bridge #18 Replacement
on NC 34 S. Road St over Charles Creek
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