20140268 Ver 1_Application_20140317

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STATE or NORTH CAROLINA /cy
DEPARTMENT OF TRANSPORTATION
Patrick Lloyd McCrory
GOVERNOR
February 24, 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
X0.1,4.0268
Subject: Request for a NW 3 Permit and DWQ 401 for the replacement of Bridge #17 over Goodwin Mill
Creek on SR 1 1 13 (Great Hope Church Road) in Perquimans County. WBS # 17BP.I.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 417 in Perquimans
County. The bridge is located on SR 1 113 approximately 0.1 miles northeast of the intersection of SR 1 1 14
and spans Goodwin Mill Creek. The stream is classified by DWQ as class C;Sw Waters. Bridge #17 is
currently a 3 -span pre - stressed concrete channel deck on concrete caps & steel h- piles; (3 @30'; OAL =
90'). 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 three -span 18" cored slab
bridge; (1 @35'; 1 @45'; 1 @35') OAL = 115' long by 30' wide. Jurisdictional wetland impacts have been
minimized, resulting in 0.07 acres of permanent wetland impact. No surface water impacts are proposed.
An off -site detour will be utilized during construction. 'Phis 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,
/,/ &��
Clay Willis
Division One Environmental Officer
CC: Garcy Ward

Bridge # 17 on SR 1113
Perquimans County
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Attachment G: Low /Minimal Impact
Bridae Proiect Data Sheet
Completed by: Matt Jones, PE
Lead Engineer
2/5/2014
Date
Division Envirorinikfital Officer 'Date
TIP NO
DB1- 710017
WBS Element No,
17BP 1 R 46
County
PERQUIMANS
Bridge Number
0017
Description
ON SR 1113 OVER GOODWIN MILL CREEK
Basin
_
PASQUOTANK - 8 -DIGIT HUC 03010205
Classification
C,Sw
Stream
SIN
DWQ INDEX# 30 -6 -2, GOODWIN MILL CREEK
Type
WARM /INLAND /SWAMP
Size
VARIES IN WIDTH FROM 60 -70 FEET AND DEPTH 5.5 – 6.5 FEET
Type
REINFORCED CONCRETE DECK ON CONCRETE CAPS /STEEL H -PILES
Existing Structure
Size
90 FEET LONG 3 @30') X 30 75 FEET IN WIDTH
Suff, Rating
BRIDGE HAS A SUFFICIENCY RATING OF 65 1
Type
18" CORED SLAB –THREE SPAN
—
Proposed Structure
-
Size
115' LONG 1 @35;1 @45,1 @35) x 30' WIDE
_
USACE (LF)
0
Stream
NCDWQ Impacts (LF)
_
N/A
USACE Impacts (AC)
007
Wetlands
Non 404 Impacts (AC)
N/A
CAMA Impacts (AC)
N/A _
NC DWQ Buffers Impacts (SF)
N/A
Buffer Application Required (Y /N)
N
State Stormwater Permit Required (Y/N)
N
Habitat
NO
T &E
Species Present
NO HABITAT PRESENT
Bo Conclusion
_
NO EFFECT
Type
Anadromous Fish Passage
Moratorium
Dates
Feb 15 – June 30
_
Native /Hatchery
N/A
Trout Species Present
N/A
Trout Waters
Trout Conditions (Y /N)
N/A
WRC Reviewer
N/A
CAMA
AECs
CAMA_ PERMIT REQUIRED
Essential Fish
Habitat
_
NO
Nay.
Opening
_
65 FEET WIDE X 4.5 FEET HIGH
USCG
Permit
_
NONE
Historic
Properties
NO FURTHER SURVEY REQUIRED
Archaeological
Resources_
_
NO FURTHER SURVEY REQUIRED
Tribal
Lands
NONE _
4(f)
Resources
NONE
6(f) [LWCF]
Resources
NONE
Wild and
Scenic River
NONE
Federal
Lands
NONE
TVA
Area
_
_ NONE
FEMA
Buyout
_ _
N/A
FEMA
Flood Study
Zone AE – Limited Detailed
USTs
Haz Mats
NONE
Relocatees
NONE
_
LAT
_ _
36.203525
Location
LONG
_ _
- 76.542404 _
_
Project Comments
Completed by: Matt Jones, PE
Lead Engineer
2/5/2014
Date
Division Envirorinikfital Officer 'Date

2/19/2014
R: \Hydraulics\ PERMITS_ Environmental \Drawings \710017_hy d_PRM_pshOl.dgn
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