20140485 Ver 1_Application_20140630

SNC
TATE ORTH AROLINA
OF
DEPARTMENT OF TRANSPORTATION
Patrick Lloyd McCrory Anthony J. Tata
GS
OVERNOR ECRETARY
June 16, 2014
U.S. Army Corps of Engineers
Regulatory Field Office
th
St.
2407 W. 5
Washington, N.C. 27889
Attention: Tracey Wheeler
Bridge #25
Subject: Request for aNW 3Permit and DWQ 401 for the replacement of over Unnamed
WBS # 17BP.1.R.46
Tributary to Perquimans Riveron SR 1001(TurnpikeRoad)in PerquimansCounty.
The North Carolina Department of Transportation is requesting the issuanceof aNW 3permit
and corresponding DWQ certification for the replacement of Low Impact Bridge #25in Perquimans
County.The bridge is located on SR 1001approximately 7.0miles southeastof the intersection of NC
Highway 158and spans an Unnamed Tributary to Perquimans River.The receiving streamfed by the
unnamed tributary is classified by DWQ as class C;Swwaters. Bridge #25is currently asingle span pre-
stressed concrete channel deck on concrete caps & timber piles; OAL = 30’.This structure will be removed
using NCDOT’s guidelines for bridge removal. The proposed bridge will be placed on its existing
alignment. The new bridge structure will be asingle-span 18”cored slab typebridge;OAL = 45’ long by
30’ wide.The proposed bridge will have vertical sheet pile abutments at the end bents. Placement and
construction of the proposed bridge end bents, caps and associated roadway fill will result in<0.01 acres of
permanent wetland impact. Structural sheet pile and associated fill from the vertical sheet pile retaining
wall results in 95linear feet of permanent stream impacts.An off-site detour will beutilized during
construction.This bridge is following the Low Impact Bridge Processestablished by FHWA, NCDOT,
and the 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 [phone].
Sincerely,
Clay Willis
Division One Environmental Officer

CC: Garcy Ward

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Patrick Lloyd McCroryChuck Wakild John E. Skvarla, III
GovernorDirector Secretary
Attachment L: Low Impact Bridge ReplacementProcess
Low Impact Bridge Project No.: DB1-710025County:PERQUIMANS
Bridge No.0025overUnnamed Tributary to Perquimans River
WBS Element Number 17BP.1.R.46
This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009.This
project meets the documentation requirements and approval procedures under NEPA, as
defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of
NCDOT’s Minimum Criteria Rules.
Date:__June16 2014________________
Applicant Name: NCDEPARTMENT OF TRANSPORTATION__
Applicant Address:113AIRPORT DRIVE
_______ SUITE 100________________________
_________EDENTON, NC 27932_______________
Primary Contact for Project:CLAY WILLIS
Phone No.:252-482-7977
Is this an after-the-fact application:Yes xNo
River Basin:PASQUOTANK
Stream Classification:C;Sw
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 –Maintenance
State: General Water Quality Certification #3687
Local: None
Project Description
–
The new bridge structure will be a single-span 18” cored slab type bridge; OAL
= 45’ long by 30’ wide. The proposed bridge will have vertical sheet pile abutments at the end bents.
There are no jurisdictional wetlands present on site. Placement and construction of the proposed bridge
end bents, caps and associated roadway fill will result in <0.01 acres of permanent wetland impact.
Structural sheet pile and associated fill from the vertical sheet pile retaining wall results in 95 linear feet of
permanent stream impacts. An off-site detour will be utilized during construction.This bridge is following
the Low Impact Bridge Process established by FHWA, NCDOT, and the Regulatory Agencies.
Signature:_____
Print Name:___Clay Willis________________________________
Title:___DIVSION 1ENVIRONMENTAL OFFICER________________
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: [phone] \\FAX: [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands/
An Equal Opportunity \\Affirmative Action Employer

JUNE 16 2014
Natural
Design
Stream
NC DEPARTMENT OF TRANSPORTATION
(ft)
PROJECT: 17BP.1.R.46 (DB1-710025)
DIVISION OF HIGHWAYS
PERQUIMANS COUNTY
Channel
Existing
SURFACE WATER IMPACTS
Impacts
Temp.
(ft)
Permanent
SHEET 1 OF 10
Channel
Existing
Impacts
(ft)
9595
Temp.
impacts
(ac)
SW
WETLAND PERMIT IMPACT SUMMARY
Permanent
impacts
<0.01<0.01
SW
(ac)
Wetlands
Clearing
Hand
(ac)
in
Mechanized
in Wetlands
Clearing
(ac)
WETLAND IMPACTS
Excavation
Wetlands
<0.01<0.01
(ac)
in
Wetlands
Temp.
Fill In
(ac)
Permanent
Wetlands
<0.01<0.01
Fill In
(ac)
STRUCTURAL SHEET PILE
End Bent Cap & Rdy Fill
& FILL (RET. WALL)
Size / Type
Structure
13+40.6 to 14+25.4 RT
12+99 to 13+10 LT
(From/To)
Station
ATN Revised 3/31/05
TOTALS:
No.
Site
12