20140485 Ver 1_Application_20140516

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STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Patrick Lloyd McCrory Anthony J. Tata
GOVERNOR SECRETARY
April 28, 2014
U.S. Army Corps of Engineers
Regulatory Field Office
2407 West 5 "' Street
Washington, N.C. 27889
Attention: Tracey Wheeler
Subject: Request for a NW 3 Permit and DWQ 401 for the replacement of Bridge 425 over Unnamed
Tributary to Perquimans River on SR 1001 (Turnpike Road) in Perquimans County. WBS # 17BP.1.R.46
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 #25 in Perquimans
County. The bridge is located on SR 1001 approximately 7.0 miles southeast of the intersection of NC
Highway 158 and spans an Unnamed Tributary to the Perquimans River. The receiving stream fed by the
unnamed tributary is classified by DWQ as class C;Sw waters. Bridge #25 is currently a single span pre-
stressed concrete channel deck on concrete caps and timber piles; DAL = 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 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. Structural sheet pile and associated fill from the vertical sheet pile
retaining wall results in 44 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.
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,
6c Vl
Clay Willis
Division One Environmental Officer
CC: Garcy Ward
Sonia Carrillo

0 0.5 1 2 Miles

Attachment G: Low /Minimal Impact
Bridge Project Data Sheet
Completed by: Gregory Srickham, PE
Lead Engineer
Division Environmental
q
Date
Date
TIP NO
DB1- 710025
WBS Element No.
17BP.t.R.46
County
PERQUIMANS
Bridge Number
71.0025
Description
ON SR 1001 OVER UNNAMED TRIBUTARY TO PERQUIMANS RIVER
Basin
PASQUOTANK - 8 -DIGIT HUC 03010205
Classification
C;Sw
Stream
SIN
DWQ INDEX# 30-641): PERQUIMANS RIVER
Type
WARM /€NLANDISWAMP
Size
VARIES IN WIDTH FROM 20 -27 FEET AND DEPTH 1.0 — 3.0 FEET
Type
PPC CHANNEL DECK ON PPC CAPSJTIMBER PILES
Existing Structure
Size
30 FEET LONG X 29 FEET WIDE
Suff. Rating
BRIDGE HAS A SUFFICIENCY RATING OF 66.9
Proposed Structure
Type
18" CORED SLAB
Size
45 FEET LONG x 30 FEET WIDE
Stream
USACE (LF)
44
NCDWQ Impacts (LF)
44
USACE Impacts (AC)
N/A: NO WETLANDS PRESENT ON SITE
Wetlands
Non 404 Impacts (AC)
NIA; NO WETLANDS PRESENT ON SITE
CAMA Impacts (AC)
NIA: NO WETLANDS PRESENT ON SITE
NC DWQ Buffers Impacts (SF)
NIA
Buffer Application Required (YIN)
N
State Stormwater Permit Required Y/N
_
N
Habitat
NO
T &E
Species Present
NO HABITAT PRESENT
Blo Conclusion
NO EFFECT
Moratorium
Type
NIA
Dates
NIA
Native /Hatchery
NIA
Trout Waters
Trout Species Present
NIA
Trout Conditions (YIN)
NIA
WRC Reviewer
NIA
CAMA
AECs
CAMA PERMIT NOT REQUIRED
Essential Fish
Habitat
NO
Nay.
_ Opening
20 FEET WIDE X 3 FEET HIGH
USCG
Permit
NONE
Historic
Properties
NO FURTHER SURVEY REQUIRED
Archaeological
Resources
NO FURTHER SURVEY REQUIRED
Tribal
lands
NONE _
4(1)
Resources
NONE
6(f) [LWCF]
Resources
_
NONE
Wild and
Scenic River
NONE
Federal
Lands
NONE
TVA
Area
NONE
FEMA
Buyout
NIA
FEMA
Flood Study
ZONE A - FEMA NOTIFICATION /COORDINATION ONLY
USTs
Haz Mats
NONE
Relocatees
NONE
Location
LAT
36.344219
LONG
- 76.472246
_
Project Comments
Completed by: Gregory Srickham, PE
Lead Engineer
Division Environmental
q
Date
Date

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