20140046 Ver 1_Application_20140114

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCRORy ANTHONY J. TATA
GOVERNOR SECRETARY
January 7, 2014
U.S. Army Corps of Engineers 1�
Regulatory Field Office
Post Office Box 1000
Washington, N.C. 27889 -1000
Attention: Tracey Wheeler
Subject: Request for a NW 3 Permit and DWQ 401 Authorization for the replacement of Low Impact
Bridge # 12 over Newland Drainage Canal on SR 1360 (Fire Tower Road) in Pasquotank County. WBS #
45347.1.13
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 # 12 in Pasquotank
County. The bridge is located on SR 1360 approximately 0.20 miles north of the intersection with US 158
in Morgan's Corner. The bridge spans Newland Drainage Canal, which is within the Pasquotank River
Basin. Newland Drainage Canal is classified by DWQ as class "C, Sw" waters. Bridge # 12 is currently a
four -span wood structure with concrete deck that is 67 ft. long by 25 ft. wide, supported by wood piles with
wooden bents. This structure will be entirely removed using NCDOT's BMP's and guidelines for bridge
removal. The proposed bridge will be replaced on its existing alignment. The new bridge will be a three
span structure totaling, 105' in length by 33' wide, and comprised of a precast cored slab concrete deck,
steel piles and concrete bents. Jurisdictional wetland and surface water impacts have been avoided and
minimized. The resulting impacts are 0.079 acres of temporary hand clearing wetland impact, 0.006 acres
of excavation in wetland (floodplain restoration area), and 0.005 acres of permanent wetland fill associated
with bridge approach shoulder construction. There will be no deck drains located on the bridge. Stone
water has been routed to outlets located outside the canals normal water flow area. The impact areas are
located and detailed on the pen-nit drawings. An off -site detour will be utilized during construction. 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
Clay Willis J14-
Division One Envirb+nmental Officer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ

LowlMimmal Impact Bridge Project Data Sheet
11712014
TIP NO
BD-5101L
WBS
45347.1 13
County
Pasquotank
Bridge Number
Bridge 912, 690012
Description
4 span bridge, 67' long x 25' wide concrete deck on timber joists with timber caps and piles
Stream
Basin
Pasquotank, 03010205
Classification
Class "C, Sw"
SIN
DWO index K 30.3 -1 5
Type
Warm I Inland
Size
65' wide at bridge
Existing Structure
Type
concrete deck on timber joists with timber caps and piles
Size
4 span bridge, 67' long x 25' wide
Suff Rating
Suff Rating = 9 6
Proposed Structure
Type
3 span precast cored slab deck on concrete or steel piles
Size
105' long x 33' 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)
Welland impacts will be within the threshold for NW3 Permits from the COE
Non 404 Impacts (AC)
NIA
CAMA Impacts (AC)
There are no CAMA jurisdictional wetlands within the project area
NC DWO Buffers
Impacts (SF)
Project is not within a Buffer Basin, therefore Buffer rules do not apply
Buffer Application Required ( >40 ft) (YIN)
NIA
NC DWO Storm Water Permit Required (YIN)
Permit Required (YIN)
No
T&E
Habitat (yIn)
No habitat for Bald Eagle (BGPA)
Species Present
No habitat present
Bio Conclusion
No effect
Moratorium
Type
No moratorium required
Dates
NIA
Trout Waters
Native /Hatchery
NIA
Trout Species Present
NIA
Trout Conditions (YIN)
NIA
WRC Reviewer
NIA
CAMA
AECs
Division of Coastal Management claims "Public Trust" on this water body
Essential Fish
Habitat (yin)
no
Nay.
Opening
4' . 5'vertical clearance, 17' horizontal
USCG
Permit
none
Historic
Properties
Survey Rerquired
Archaeological
Resources
none
Tribal
Lands
none
4(f)
Resources
none
6(f) [LWCF]
Resources
none
Wild and
Scenic River
none
Forest Service
Lands
none
TVA
Area
none
FEMA
Buyout
FEMA
Flood Study
LISTS
Haz Mats
Relocatees
Location
LAT
3642419
LONG
. 76.36952
Project Comments
Completed bYJ
- - - �--
:Lead Enqmeer-
IDivision Environmental Officer
11712014

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See Sheet I -A For Index of Sheets
See Sheet t -B For ConventlonGl Symbols
1361 (CRO TO
OKE� RUN RD
STATE OF NORTH CAROLINA
DIVISION OIL HIGHWAYS
PA S Q UO T.A.A.NK CO UNTY
LOCATION: BRIDGE NO. 12 OVER NEWLAND DRAINAGE CANAL ON SR 1360
TYPE OF WORK: GRADING, DRAINAGE, PA PING ._ ------ - ---
AND STRUCTURES
PERMIT DRAWING
L- POC STA. 12 +55.00
SITE 1
SR 1360 FIRETOWER ROAD
SITE
BEGIN BRIDGE
14+82.91
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END BRIDGE
15 +88.16
SITE 3
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,C• BD -5101 L 1
.rwR .Ra<Na r.w.raoxew aRnivnw
45347 1 13 BPZ- 1360(2) —P•E —
L- POC STA. 18+30.00
TO
US js8
PRELIMINARY PLANS
!
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO Nat Ue POR CORTrRUC
THE LIMITS ESTABLISHED BY METHOD II MODIFIED. FIVE
FEET BEYOND SLOPE LIMITS TO BE HAND CLEARED.
01
HYDRAULICS ENGINEER
I
GRAPHIC SCALES
PROJECT LENGTH
Prepared !n the Olflce of:
STATE OF NORTH CAROLINA
CDM Smith
50 25 0 50 100
-
2011 AADT = 2000vpd
LENGTH ROADWAY TIP PROJECT BD -5101L = 0.095 MILES
421 Fayetteville Street, Suite 1303, Raleigh, NC 27601
`O! NON yO
4
0
2012 STANDARD SPECIFICATIONS
PP
PLANS
50 25 0 50 100
LENGTH STRUCTURE TIP PROJECT BD -5101L = 0.014 MILES
TOTAL LENGTH TIP PROJECT BD -5101L = 0.109 MILES
RIGHT OF WAY DATE:
JUNE 1, 2013
DOUGLAS B. SAUNDERS, P.E.
s1cNATURE
°� c raw
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
LETTING DATE:
RICKY E. STATON
10 5 0 1Q 2I �
NOVEMBER 1, 2013
- - - --
PE.
II
PROJECT DESIGN ENGINEER
- - - - --
PE

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