20110586 Ver 1_Application_20110622

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STATE OE NORTH CAROLINA
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S?'?it? RAY
DEPARTMENT OF TRANSPORTATION
Beverly Eaves Purdue Gene Conti
GOVERNOR SECRETARY
June 20, 2011
Army Corps of Engineers
Reg ® p.f'JT 8 6
Regulatory Field Office
Post Office Boa 1000
Washington, N.C. 27889-1000
Attention: Bill Biddlecome
Subject: Request for a NW 3 Permit and DWQ 401 for the replacement of Low Impact Bridge # 34 over
Allison Creek on SR 1148 (Sladesville Rd) in Hyde County. WBS # 45347.1.3
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 # 34 in Hyde County. The
bridge is located on SR 1 148 approximately 0.17 miles south of the intersection of SR 1152. The bridge
spans Smith Creek, which is a tributary to the Pungo River. Smith Creek is classified by DWQ as class
"SC, NSW" waters. Bridge # 34 is currently a wooden structure that is 48 ft. long by 25.4 ft. wide. This
structure will be removed using NCDOT's guidelines for bridge removal. The proposed bridge will be
replaced on its existing alignment. The new bridge structure will be 57' in length by 30' wide and built
with precast cored slab concrete deck, concrete piles and concrete end bents. An off-site detour will be
utilized during construction. This bridge is following the Low Impact Bridge Process established by
FH WA, 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 [phone].
Sincerely,
Jerry Jennings
Division One Engineer
Clay Willis
h c
Division One En ronmental Officer
Cc: Garcy Ward, DWQ
Sonia Carrillo, DWQ
Attachment L: NWP3-Buffer Application
Bridge Streamlining Process
Low Impact Bridge Project No.: B- 5101B County Hyde
Bridge No. 34 over Smith Creek WBS Element Number 45347.1.3
This project is subject to the Multi-agency Bridge Streamlining Process as agreed to in January, 2009. All
Planning documents have been completed including the Programmatic Categorical Exclusion Form and
the State Minimum Criteria Checklist.
Date: June 15, 2011
Applicant Name: NCDOT Division One
Applicant Address: 113 Airport Drive
Edenton, N.C. 27932
Primary Contact for Project: Clay Willis
Phone No.: 252-482-7977
Is this an after-the-fact application: Yes X No
River Basin: Tar-Pamlico
Stream Classification: SC, NSW
Regulatory Authorization Options for this Activity
Federal: Section 404(F)(1)(b) Exempt Activities- Maintenance of Transportation Structures
State: Activities Deemed to Comply with Water Quality Standards.
Local: None
Or
Federal: USACE Nationwide General Permit 3 - Maintenance
State: General Water Quality Certification #3687
Local: None
Project Description - The NCDOT is proposing to replace an existing 48 ft. long X 25 ft. wide wood bridge with a
57 ft. long X 30 ft. wide concrete bridge. The new structure impacts have been minimized to the maximum extent
practicable. The roadway shoulder widening to accommodate the new bridge approach will result in 712 sq. ft.
(0.016 acres) of coastal wetland impact and 72 sq. ft. (0.002 acres) of surface water fill. This project has avoided
Tar-Pamlico buffer impacts. Do to the lengthening of the bridge structure, approximately 104 sq. ft. of wetland,
will be restored by removal of bridge approach fill to surrounding wetland elevation. NCDOT will follow all
guidelines and BMPs for the removal of the existing bridge and Erosion / Sedimentation Control.
1 TIP NO " BD-5101B
2, WBS Element 45347 1 3
No' .
3
Cohn ; ., Hyde,
4 Bridge Number. 34, ? "
5 Description Bridge is 48 feet long by 25.4 feet wide and has timber joists with
a timber deck and asphalt wearing surface, timber piles, caps,
and vertical abutments. Posted 25-ton weight limit for single
vehicles and 32-ton limit for trucks.
6 Basin Tar-Pamlico Basin
8 digit HUC 03020104
7 Classification Class "SC, NSW" _
8 Stream SIN 29-34-26 Smith Creek
9 _
Type Inlan_d/Warm_
10 Size Approximately 45' wide x 4' deep
11 Type Timber joists with a timber deck and asphalt wearing surface,
timber piles, caps, and vertical abutments
12 Existing Size 48 feet long by 25.4 feet wide (spans are 3@16')
St
t ----------._.._......---- ---
13 ure
ruc Suff. Rating Bridge has a sufficiency rating of 48.2 out of 100; Structurally
Deficient
14 Type Core slab bridge
P
d ---- ------ - --
- -
15 ropose Size (width out "
Structure
to-out long X 30 wide
57 3
16 USACE Impacts 65 ft. (impacts are from adjacent open water drainage ditches)
(LF) -
Stream
17 NCDWQ Impacts 65 ft. (impacts are from adjacent open water drainage ditches)
(LF
18 USACE Impacts 0

19
Wetlands Non 404 Impacts
N/A
(AC)
20 CAMA Impacts 712 sq ft. (104 sq. ft. wetland restoration)
(SF)
21 NC DWQ Buffers Impacts SF Project is within the Tar-Pamlico River Basin; Buffer rules apply
22 Buffer Application Required (>40 ft) Buffer Application/Notification (attachment L) No Buffer Impacts
(YIN)
23 State Stormwater Permit Required No
(YIN)
24 Habitat (y/n) Suitable habitat present for sensitive joint-vetch.
25 T&E Species Present Unknown. Appropriate survey window mid-July to October. _
26 Bio Conclusion Unresolved
27
M
t Type
- No moratorium required
_..
28 orium
ora Dates N/A
29 Native/Hatchery N/A
.. ..... .._..--._ .. .. .._.......
30 Trout Species NIA
t
T
t W Present
31 ers
rou
a Trout Conditions N/A
(Y/N)
32 WRC 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 41'8" wide x 1'9" high
36 USCG Permit None
37 Historic Properties No Further Survey Required
38 Archaeological Resources No Further Survey Required
iTIP NO'--'. BD-5101B
2 WBS Element,
NO. 45347.1.3
3' Coun Hyde
4 ` Bridge Number 34 ' "
39 Tribal Lands None
40 4(f) Resources None
41 6(f) LWCF] Resources None
42 Wild and Scenic River None
43 Federal Lands None
44 TVA Area None
45 FEMA Buyout None
46 FEMA Flood Stud Limited
47 USTs Haz Mats None Observed
48 Relocatees None
49 LAT 35°.4844 N
50 Location LONG -76°.4751 W
51 Project Comments
Anticipate telephone line relocation with a new pole. Anticipate
water line relocation/PUE. Utility relocations are shown on plans.

Completed by: Date: (o i'0
Led Engineer
(¢ 'ZO ll
Date:
D ision
Environ entalOfficer
ql ' CONTRA CT #
WBS # 4534 7.1.3
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Bridge Replacement # 34 on SR 1148 (Sladesville Rd.)
Hyde County
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