20150751 Ver 1_Application_20150728

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STATE o�= NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Pat McCrory
GOVI RNOR
July 2&, 2014
Tracey Wheeler
US Army Corp of Engineers
2407 West St�, Street
Washington, NC 27889
Tony Tata
SECKETARY
Subject: Request for a NW 3 perinit for the replacement of Bridge # 36 over Smith Creek
on SR 1143 (Sladesville-Credle Rd), Hyde County. WBS # 17BP.1.R.63
Dear Ms. Wheeler,
The North Carolina Department of Transportation is requesting the issuance of a
NW 3& 12 permit, along with the corresponding 401 certification for• the replacement of
Bridge # 36 over Smith Creek on SR 1143, in Hyde County. The bridge is located about
0.13 rniles south of the intersection with SR 1152. Smith Creek is within the Tar-Pamlico
River Basin, and drains to the Pungo River, 1.5 miles to the west. Smith Creek is listed as
an ACOE Section 10 waters and classified by DWQ, as class "SC, NSW" waters. The
N.C. Marine Fisheries and the NCWRC reviewed this site and determined an in-water
woz•k moratorium will not be required at this location.
Bridge # 36 was built in 1959, and consists of 3-spans with a wood deck (asphalt
wearing surface), supported by wood joist and caps on timber piles. The existing structure
is 52 ft. long by 20 ft. wide. This structure will be entirely removed using NCDOT's
BMP's and guidelines for bridge removal. The pr•oposed bridge will be replaced along its
existing alignment. The new bridge will be a 2-span structure totaling, 90' in length by
28' wide. It will be comprised of a precast concrete deck and substructure. Jurisdictional
wetland and surface water iinpacts have been avoided and minimized to the maximum
extent practicable. The resulting permanent impacts associated with roadway fill are
0.034 acres (1481 sq. ft.) of road shoulder coastal fi�inge wetlands. There will be 0.004
acres (200 sq. ft.) of permanent hand clearing, established for long term maintenance
around the bridge end bents. This will allow for revegetatioil of coastal wetland species,
but will be periodically mowed by maintenance forces. There is 0.032 acres (1419 sq. ft.)
of proposed temporary hand clearing, which will provide a clear work/maintenance area
for erosion control devices. This area will be allowed to revert back to fully vegetated
status, once the project is completed. There is a 0.002 acres (121 sq. ft.) of permanent
surface water impact associated with rip-rap stabilization around the end bents. The
1 13 Ai�port Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

wetland impact areas are located and detailed on the provided permit drawings. Coastal
wetland impacts have been initigated for through the Division of Mitigation Service. A
copy of their acceptance lettel� is provided with this application and documents they will
provide 0.038 acr•es of Coastal Marsh mitigation.
There will be no deck drains located on the bridge. Storm water has been routed to
an outlet located on the southwest quadrant of the bridge. This outlet has been placed at a
feasible location that would allow for vegetated buffer conveyance, prior to entering
surface waters.
Traffic will be maintained offsite by the use of a detour route. There will be no
permanent utility relocations on this project. A temporary relocation of a power line and
support pole will be required during project construction. This temporary relocation will
not impact any jurisdictional wetlands or surface waters.
Included with this letter are the location map, permit drawings, and Low Impact
Data Sheet. If you have questions please call me at [phone] or 252-312-3692. The
permit fee can be charged to WBS # 17BP.1.R.63.
Si�lcerely,
Jer�y .Iennings
Division One Engineer
Clay Willis �u��l�d
Division One Env o�l�nental Ofiicer
Cc: Gar•cy Wai•d, NCDWR
Kristi Carpenter, NCDWR
1 13 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Bridge Replacement # 36 on SR 1143 Smith Creek
Hyde County Quad Name Scraton
) 0.5 1 2 Miles
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Bridge Replacement # 36 on SR 1340
Smith Creek
Hyde County Quad Name Scranton
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1 TIP NO SF-470036
2 WBS Element 17BP.1.R.63
No.
3 County H de
4 Brid e Number 36
5 Description Bridge is 52 feet long by 20 fest wide and has timber joists with a
timber deck and asphait wearing surface, timber piles, caps, and
vertical abutments.
6 Basin l�ar-Pamlico Basin
8 digit HUC 03020104
_ _......... _. _ ___...
7 Classification Class "SC, NSW"
$ Stream SIfV _
29-34-26 Smith Creek
_.. _ __.. _ ....... _.... _. _...__ _ _.
9 'Type Inland/Warm
_ .................._. .....__ .... .. ........_.
__ _ ......... _ _ .
10 Size Approximately 60' wide x 4' deep
11 Type Timber joists with a timber deck and asphalt wearing surface,
Existing timber piles caps and vertical abutments
12 Stze 52 feet long by 20 feet wide (spans are 3@17 5')
Structure _ _
13 Suff. Rating Bridge has a sufficiency rating of 48 2 out of 100; Structurally
Deficient
14 1' .. ....e _ .. Core slab..bndg.e.. _ ......
Proposed Yp _ _ _
15 �tructure Size (width out- g0' long X 27' wide
to-out)
16 USACE Impacts 0.002 acres (121 sq. ft.) (open water impacts, associated with
Stream ��F� riprap stabilization)
. ....... _....... .
__.
_. ...
17 NCDWQ Irnpacts 0.002 acres (121 sq. ft.) (open water impacts, associated with
�L�) riprap stabilization)
18 USACE impacts Listed under CAMA
_(AC� _
19 Non 404 Impacts None
Wetlands AC
__ . __ _ __ __ _ _
20 CAMA Impacts Permanent Fill 0.034 acres (1481 sq. ft.)
(SF) Permanent Hand Clearing 0.004 acres (200 sq. ft.) —bridge maint.
Temp. Hand Clearing 0.032 acres (1419 sq. ft.)
21 PVC DWQ Buffers Impacts (SF) Project is within the Tar-Pamlico River Basin; Buffer rules apply
22 Buffer Application i2equirec! (>�0 ft) Buffer Application/Notification (attachment L) No Buffer Impacts
(Y/N) (buffers located outside coastal wetland boundary)
23 State Stormwater Permit Required �o
(Y/Nj
24 Habitat (y/n� No Suitable habitat present for sensitive joint-vetch
_. _ .......
25 T&E Species Present None
_...... _
26 �io Concfusion No Effect
27 Moratorium -Type _No moratonum required
28 Dates N/A
29 Native/Hatchery _ _ N/A
_... N/A...
_.
30 Trout Species
Trout VIlaters Present
_ .. _.... _....__... N/A _ _...._.._
31 Trout Cor�ditions
(Y�tv ) _. ___ _
32 VVRC Reviewer N/A
33 CAMA AECs Public Trust Waters and CAMA wetlands present; CAMA permit
required
34 Essential Fish Habitat (Y/N) No
35 Nav. Opening Existing (30 x 2.56') Proposed (30' X 2.64')
36 USCG Permit None
37 HistoriC Prop�rties No Further Survey Required

1 TIP NO SF-470036
2 WBS Element
No. 17BP.1.R.63
3 County H de
4 Brid e Number 36
38 Archaeolo ical Resources No Further Survey Required
39 Tribal Lands None
40 4(f) Resources None
41 6(f) [LWCF] Ftesources None
42 Wild and Scenic River None
43 Federal Lands None
44 TVA Area None
45 FEMA Bu out None
46 FEMA Flood Study Limited
47 USTs Haz Mats None Observed
48 Relocatee� None
49 Li4T 35° 486646 N
Location _
50 LON(� -76°.481729 W
51 Project Comments
Temporary overhead power line relocation. Utility relocations are
shown on plans.
Completed by: d�.� ��� /�� �
Lead E�gineer !
��q� G���-
------- LC3�"vision
Environmental Officer
Date:
�ate:
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NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Division of Mitigation Services
Governor
July 23, 2015
Mr. Clay Willis
NCDOT Division I Environmental Officer
North Carolina Department of Transportation
113 Airport Drive, Suite 100
Edenwn, North Carolina 27932
Dear Mr. Willis:
Subject: Mitigation Acceptance Letter:
Donald R. van der Vaart
Secretary
Division 1 Project, Replace Bridge 36 on SR 1143 (Sladesville-Credle Road), Hyde County; WBS
Element 17BP.1.R.63
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
coastal mazsh mitigation for the subject project. Based on the information received from you on July 20, 2015, the
impacts are located in CU 03020104 of the Tar-Pamlico River basin in the Northern Outer Coastal Plain (NOCP)
Eco-Region, and are as follows:
Tar-Pamlico
03020104
NOCP
Impacts (feedacres)
*Some of the stream and
Cold
Stream
Cool
Wetlands
Warm Riparian Non-
n:__�__
0
Buffer (Sq. Ft.)
Coastal �ne 1 Zone 2
Marsh
0.038 0 0
may be proposed to be mitigated at a 1:1 mirigation ratio. See
This impact and associated mitigation need were under projected by the NCDOT in the 2015 impact data.
DMS will cominit to implement sufficient coastal marsh credits to offset the impacts associated with this project as
determined by the regulatory agencies using the delivery timeline listed in Section F.3.c.iii of the In-Lieu Fee
Instrument dated July 28, 2010. If the above referenced impact amounts are revised, then this mirigation acceptance
letter will no longer be valid and a new mitigation acceptance letter will be required from DMS.
8420.
If you have any questions or need additional inforrnation, please contact Ms. Beth Harmon at 914-707-
Since ly. •
�i � �1��'r"�f
J e B. Stanfill
set Management Supervisor
cc: Ms. Tracey Wheeler, USACE — Washington Regulatory Field Of�'ice
Mr. Greg Daisy, Division of Coastal Management — Elizabeth City Field Office
Mr. John S. Abel, NCDOT — Division 1 Bridge Program Engineer
Ms. Linda Fitzpatrick, NCDOT — PDEA
File: SR 1143 — Bridge 36 — Division 1
1652 Mail 5ervice Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Intemet: http:llportal.ncdenr.orglweb(eep
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