20140133 Ver 1_Application_20140210

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STATE oi, NORTI -I CAROLINA
DEPARTMENT OF TRANSPORTATION
PATRICK L. MCCItORY
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
ANTFIONY J. TATA
SECRETARY
2,.0140133
Subject: Request for a NW 3 Permit and DWQ 401 Authorization for the replacement of Low Impact
Bridge # 34 over Filbert's Creek on SR 1234 (West Albemarle Street) in Edenton. Chowan County. WBS
# 17BP.1.R.36
The North Carolina Department of Transportation is requesting the issuance of a NW 3 permit
and corresponding DWQ 401 certification for the replacement of Low Impact Bridge # 34 in Chowan
County. The bridge is located on SR 1234 approximately 0.38 miles west of the intersection with NC 32 N.
Broad Street in Edenton. The bridge spans Filbert's Creek, which is within the Chowan River Basin.
Filbert's Creek is classified by DWQ as class "C, NSW" waters. Bridge # 34 is currently a single -span
wood structure with a concrete deck that is 20 ft. long by 24 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 two span structure
totaling, 85' in length by 39' 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 0.019 acres of temporary hand clearing wetland impact, 0.004 acres of excavation in
wetland (floodplain restoration area), and 0.019 acres of permanent wetland fill associated with bridge
approach shoulder construction. There will be no deck drains located on the bridge. Storm water has'been
routed to outlets located outside the creek channel. The impact areas are located and detailed on the permit
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. The perinit fee can be charged to WBS #
17BP.1.R.36
Sincerely,
Cc: Garcy Ward, DWQ
Sonia'Carrillo, DWQ
Jerry Jennings
Division One Engineerr��
Clay Willis � C.
Division One Environmental Officer

Low /Minimal Impact Bridge Project Data Sheet
1/2812014
TIP NO
200034
WBS
17BP 1 R 36
County
Chowan
Bridge Number
Bridge # 34
Description
Bridge is 20 it long x 26 ft wide, This bridge has two end bents comprised of wood pile, timber cap & steel joist, the deck is reinforced concrete with a
Crete guardrail It currently is posted at 22 tons for single vehicle and 32 tons for trucks Project proposes to replace the bridge on existing alignment
Stream
Basin
Paquotank Basin 8 digit hucode 03010205
Classification
Class "C -NSW'
SIN
DWO index of 26 -1 Unnamed Tributary to Edenton Bay - Albemarle Sound
Type
Warm I inland
Size
Within the project area the stream varies in width from 25 -35 -feet and depth is 23 feet
Existing Structure
Type
Two end bents with wood piles, timber caps 8 steel joist, which supports a concrete deck and metal rail
Size
20 feet long by 29 feet in width ( 1 span is 1@20' )
Suff. Rating
Bridge has a sufficiency rating of 54 5 out of 100
Proposed Structure
Type
two span Precast Concrete Bridge on steel piles, with concrete support bents
Size
85 feet in length x 39 feet wide
Stream
USACE Impacts (LF)
COE Jurisdictional Stream Present, do to bridging there should be no stream impacts
Non 404 Impacts (LF)
- —
not applica ble
Wetlands
USACE Impacts (AC)
_
wetland impacts will be within the threshold for NW3 Permits from the COE
Non 404 Impacts (AC)
not applicable
CAMA Impacts (AC)
There are no CAMA jurisdictional wetlands within the project area
NC DWQ Buffers
Impacts (SF)
Project is not within a Buffer Basin, therefore Buffer rules do not apply
Buffer Application Required ( >40 ft) (YIN)
not applicable
NC DWQ StormWater Permit Required (YIN)
Permit Required (YIN)
No
T&E
Habitat (yin)
No habitat present for Bald Eagle (BGPA)
Species Present
No Habitat Present
But Conclusion
No effect
Moratorium
Type
Nom water work moratorium
Dates
not applicable
Trout Waters
Native /Hatchery
not applicable
Trout Species Present
not applicable
Trout Conditions (YIN)
not applicable
WRC Reviewer
not applicable
CAMA
AECs
Division of Coastal management does claim this water body as Public Trust Waters
Essential Fish
Habitat (yin)
No
Nav
Opening
15 feet wide x 2 feet in height
USCG
Permit
None
Historic
Properties
Effect determination form requires commitments for project construction (attached)
Archaeological
Resources
No further survey required
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
limited
USTs
Haz Mats
Relocatees
None
Location
LAT
3606428
LONG
-7661397
Project Comments
_ - / 2�
... _ - . -... Completed by.-'
_;Lead Engineer I �
Division Environmental Officer
1/2812014

Project Tracking No. (Internal Use)
12 -02 -0030
i
EFFECTS DETERMINATION FORM
PROJECT INFORMATION
Project No: 200034 County: Chowan
WBS No: 1713P.1.R.36 Document: MCC
F.A. No: Funding: ® State ❑ Federal
Federal (USA CE) Permit Required? ® Yes ❑ No Permit Type: Nationwide
Project Description:
Replace existing Bridge no. 34, built in 1955, on SR1234 (W. Albemarle St) with a new bridge on the
same alignment. Minor impacts to adjacent creek wetlands and surface waters may occur. Area of
potential effect is 40 feet either side of the centerline and 200 feet from the bridge structure in either
direction. There is no change to the existing right -of -way which is 60 feet. Guard rails will extend from
three corners (exceping the northwest corner) of the bridge to about 50 feet in length.
Brief description of review activities, results of review, and conclusions:
Review of HPO quad maps, historic designations roster, and indexes was conducted on 2/29/12. Based
on this review, the Area of Potential Effects (APE) falls partially within the Edenton Historic District in
which there may be contributing resources affected by the project. The APE will stretch 40 feet either side
of the centerline of SR 1234 and 200 feet from the bridge structure in either direction. Bridge #34 is not
eligible for listing in the NRHP according to the NCDOT Historic Bridge Survey. Additionally, the
Edenton Historic District Commission may require coordination and compliance with local guidelines
and /or ordinances before proceeding with the project. A survey was required for this project to assess
potential effects.
A field survey took place on 5/22/12. Bridge no. 34 lies adjacent to the National Register boundary for the
Edenton Historic District Boundary Increase 11 (CO 1185), which borders Bridge no. 34's north and east
sides. Two cemeteries, Providence Burial Ground and Beaver Hill Cemetery, were documented during the
field survey on either side of Bridge no. 34 on the north side of W. Albemarle St. The project
ramifications were evaluated for potential effects to each cemetery within the Edenton Historic District
Boundary Increase U.
Settled and established in the early eighteenth century, Edenton prospered as an early port city and
influential political center in Colonial North Carolina. The small but prosperous town attracted fisherman,
merchants, businessmen and politicians and by the time of the Revolutionary War Edenton's population
had reached about one thousand. Much of the early street grid pattern in downtown Edenton has remained
unchanged and several eighteenth century buildings still survive. Factors such as the construction of the
Dismal Swamp Canal and the closing of the Roanoke Inlet in 1795 put a damper on Edenton's trade and
industry, sending the city into a period of economic downturn. Additionally, the railroad bypassed
Edenton during the mid - nineteenth century, limiting trade and business. Nevertheless, the plantation
economy sustained many families within the Edenton vicinity, with planters managing to amass great
wealth from the cultivation of tobacco and cotton among other' exports. Fisheries also provided a boost to
the local economy. The Civil War had a devastating effect on Edenton, as it did for communities all over
the South. However, Edenton would slowly recover with new industries such as steamship operation and
manufacturing as well as the railroad's arrival to the town in 1881. These new industrial developments
spawned residential development, extending the grid system to the north. Edenton's downtown also grew
westward, with new housing needs for Edenton's working class and African American populations. The
"Effects Determmatton" form for Minor Transportation Projects as Qualified to the 2007 Programmatic Agreement
NCDOT Archaeology & Historic Architecture Groups

12 -02 -0030
beginning date of the period of significance for the Edenton Historic District Boundary Increase II is
derived from the establishment of Providence Burial Ground.
Providence Burial Ground is a ca. eighteenth and nineteenth century African American cemetery located
on a hillside north of W. Albemarle Street and west of S. Moseley St. It consists of wooden posts marking
rows of unmarked graves, various fieldstones, and a few marked graves with formal headstones. One
granite arched headstone marks the grave of Jonathan Overton While three discoid stone markers
associated with the family of Thomas Barnswell, free black property owner, stand together towards the
northeast section of the cemetery. A granite memorial plaque officially marks the cemetery and provides
historical background information. The cemetery possesses no formal boundary delineation but has
served as a final resting place for slaves, free blacks, and emancipated people up until the late nineteenth
century. Among others, Providence Burial Ground contains the graves of Molly Hemiblow, a free black
businesswoman and grandmother of author Harriet Jacobs as well as aforementioned Jonathan Overton, a
free black veteran of the Revolutionary War, serving in the 10 °i N.C. Regiment of the Continental Line.
The cemetery was reconsecrated in February of 2001. Edenton possessed a sizable population of free
blacks, in addition to slaves which made up some 57% of Edenton's population in 1786, and the
Providence Burial Ground is reflective of the town's strong African American presence. Another
nineteenth century African American cemetery north of Providence Burial Ground and still in use is Vine
Oak Cemetery, located at the intersection of North Granville and West Carteret Streets.
Beaver Hill Cemetery occupies the space to the north of W. Albemarle St. and east of Twiddy Avenue. It
contains a large number of late nineteenth and twentieth century graves as well as a number of graves
with markers moved and reinterred from nearby church or family cemeteries dating to the late eighteenth
and early nineteenth centuries. It is bordered on W. Albemarle St. by a cast -iron picket fence atop a low
brick and concrete retaining wall. Large old growth Magnolia trees sit just inside the cemetery fence line
along W. Albemarle St. and dot the interior of the cemetery as well. Established in 1889, Beaver Hill
Cemetery served as the first public cemetery for white citizens of Edenton as the need for more space
arose with the four church cemeteries in Edenton nearing full capacity. The new privately controlled
cemetery was created by the Beaver Hill Cemetery Association, whose original stockholders included
many prominent Edentonians of the late nineteenth century. The association purchased a twenty-four acre
tract of land along the "Old Mill Pond Swamp" for $500 and the first burials occurred in the early 1890s.
Beaver Hill Cemetery was designed as a planned landscape and likely influenced by the picturesque
"rural" cemetery movement, with main avenues and winding drives, pedestrian paths, and deliberately
planted trees and landscaping. Headstones, pedestal markers and obelisks feature iconography such as
urns, flora and garlands, lambs, angels, religious and fraternal symbols, reflecting the prevailing funerary
art of the period.. Some are signed by the stonecutter, with the largest number signed by J.P. Hall of
Norfolk, Virginia.
Both the Providence Burial Ground and the Beaver Hill Cemetery located within the boundary of the
Edenton Historic District Boundary Increase U will not be affected by the project to replace bridge no. 34
provided that construction and work stays within the current right -of -way and designated APE of 200 feet
to, ither side of the bridge structure to the east and west and 40 feet either side of the centerline. The
distance from -the edge of the brick and cast -iron fence enclosing the Beaver Hill cemetery and the project
APE is far enough apart that there will be no impact to the structure. The project engineer has given
written confirmation that there will be no impact to the Beaver Hill cemetery brick and cast iron fencing.
Additionally, the Providence Burial Ground will be avoided during construction activities. The concrete
railing currently on Bridge no. 34 will be replaced with a two -bar metal rail on each side. NCDOT
Historic Architecture makes a finding of "No Adverse Effect" from this project on the historic resources
discussed above.
"Effects Determination "form for Mmor Transportation Projects as Qualified in the 2007 Programmatic Agreement
NCDOT Archaeology & Historic Architecture Groups

12 -02 -0030
EFFECTS DETERMINATION
Property/Site: Edenton Historic District Boundary Increase H (CO 1185)
Status: National Register- Listed
Effects Finding: ❑ No Effect ® No Adverse Effect ❑ Adverse Effect
Explanation of Effects Determination: Both the Providence Burial Ground and the Beaver Hill Cemetery
located within the boundary of the Edenton Historic District will not be affected by the project to replace
bridge no. 34 provided that construction and work stays within the current right -of -way and designated
APE of 200 feet to either side of the bridge structure to the east and west and 40 feet either side of the
centerline. Additionally, the existing right -of -way will not be expanded. Project Engineers have given
written confirmation that the project will not impact either cemetery or any cemetery fencing on the north
side of W. Albemarle St. Sidewalks on the north side of W. Albemarle St. will tie into the new bridge on
the north side, inside of the two -bar metal railing.
List Environmental Commitments (f any): Equipment for project construction shall not be parked on the
north side of W. Albemarle Street. The Beaver Hill Cemetery and retaining wall/gate as well as the
Providence Burial Ground shall not be disturbed by construction activities nor impacted in any way by
this project. Care must be taken when installing guard rail on the northeast corner of the bridge so as not
to impact the Providence Burial Ground, guard rail should stop before reaching the Providence Burial
Ground so as to preclude access public access or disturb any unmarked graves.
SUPPORT DOCUMENTATION
See attached: Maps, photos, survey notes, previous survey information.
Resources Specialist, NCDOT
'l,tN . —
Representative, HPO /OSA
HPO /OSA Comments:
19--
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"Effects Determination "form for Minor rransportation Protects as Qualified in the 2007 Programmatic Agreement
NCDOT Archaeology & Historic Architecture Groups
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