20150807 Ver 1_Application_20150810

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRAI�TSPORTAT`IOI�1
� SOI MAIL SF,RVICE CENTER, RALEIGH, N.C. Z%E�9-� JOI
PAT MCCRORY NICNOLAS 1. TENNYSON
GOVERNOR SECRE'PARY
AUgUSt 1 O, 2,O 1 S
Tracey Wheeler
US Army Corp of Engineers
2407 West St�' Street
Washington, NC 27889
Subject: Request for a NW 3& 12 permit for the replacement of Bridge # 12 over Beaver
Dam Branch on SR 1301 (Cross Road), Washington County. WBS # 17BP.1.R.61
Dear Ms. Wheeler,
The North Carolina Department of Transpor-tation is requesting the issuance of a
NW 3& 12 permit, along with the corresponding 401 certification for the replacement of
Bridge # 12 over Beaver Dam Branch an SR 1301, in Washington County. The bridge is
located about 0.7 miles north of the intersection with NC 32 in Roper. Beaver Dam
Branch is within the Pasquotank River Basin, and drains to Kendrick Creek, 0.10 miles to
the east. Beaver Dam Bra�ich is listed by llWQ, as class "C, SW" waters. The N.C.
Marine Fisheries and the NCWRC reviewed this site and deiermined an in-water work
moratoriuin will be required frorn Februaiy 15 — June 30th.
Bridge # 12 was built in 1971, and consists c�f 1-span with a wood deck (asphalt
wearing surface), supported by steel joist on wood caps and timber° piles. The existing
structure is 30 ft. long by 28 ft. wide. This structure will be entirely removed using
NCDOT's BMP's and guidelines for bridge removal. The proposed bridge wi11 be
replaced along its existing alignment. The new bridge will be a single span structure
to�aling, 55' in length by 28' wide. It will be comprised of a precast conerete deck and
substructure. Jurisdictional wetland and surface water impacts have been avoided and
minimized �o the maximum extent practicable. The resulting permanent impacts
associated with roadway fill are 0.0009 acres (411 sq. ft.) of 404 wetlands. There will be
0.002 acres (70 sq. ft.) of permanent hand clearing, established for long term inaintenance
around the bridge end bents. This will allow for revegetation of wetland species, but will
be periodically mowed by maintenance forces. There is 0.034 acres (1488 sq. ft.) of
pt�oposed temporary hand clearing, which will provide a elear work/maintenanee area for
erosion control devices. Tlus area will be allowed to revert back to fully vegetated status,
once the project is completed. T'here is a 0.002 acres (12$ sq. ft.) of temporary wetland
1 13 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

impact associated with excavation for a utility bore pit (8'X4'X4') for a power line splice.
This will be back filled to the wetland elevation and allowed to revegetate. The wetland
impact areas are located and detailed on the provided permit drawings.
There will be no deck drains located on the bridge. Storm water has been routed to
an outlet located on the northwes� 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.
Included with this letter are the location map, pei�mit drawings, and Low Impact
Data Sheet. If you have questions please call me at [phone] ot• 252-312-3692. The
permit fee can be charged to W�S # 17BPo1.R.61.
Sincerely,
Jer�y Jennings
Division One Engineer
Clay Willis �-- d' �� `" a
Division One Environmental Officer
Cc: Garcy Ward, NCDWR
Kristi Carpenter, NCDWR
113 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Bridge Replacement # 12 on SR 1301 Beaver Dam Branch
Washington County Quad Name Westover
0.5 1 2 Miles
I

Bridge Replacement # 12 on SR 1301
Beaver Dam Branch
Washington County Quad Name Westover
0 0.125 0.25 0.5 Miles
I i i i I i i i I
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1 TIP NO SF-930012
2 WBS Element 17B1'.1.R.61
No.
3 Count VNashin ton
4 Brid e Number � 2
5 Description Bridge is 30 feet long by 28 feet wide and has steel joists with a
timber deck and asphaif wearing surface, timber piles, caps, and
vertical abutments.
6 �asin Pasquotank Basin
8 digit HUC 03010205
___ _._.....__ _ _..__ _ . ......... _ .._ ...
7 Classificat�on Class "C, SW"
Stream _ _
8 SIN 30-9-3 Beaver Dam Branch
_ __ _ _ _ __. _
9 1 ype lnland/Warm
_ _....... _..... __ _ _ ......... _ _ _ _. _ _ .....__ _
10 Size Approximately 30' wide x 4' deep
11 Type Steel joists with a fiimber deck and asphalt wearing surface, timber
Existing piies, caps, and vertical abutments
__ _ .
12 Size 30 feet long by 28 feet wide (spans are 1@30 )
Structure _
13 Suff. lRating Bridge has a sufficiency rating of 48.2 out of 100, Structurally
Deficient
14 Proposed ��pe Core slab bridge
__ _ ......... _ g
15 Structure Size (width o�t- 55' lon X 28' wide
to-out)
16 USACE Impacts
Stream (�_F) _. _ __
_ _ __
17 NCDVIIQ Impacts
(LF)
18 lJSACE lmpacis Permanent Fill 0.009 acres (411 sq. ft.)
�q�) Permanent Hand Clearing 0.002 acres (70 sq. ft.) —bridge maint.
Temp. Hand Clearing 0.034 acres (1488 sq. ft.)
Temp. wetland excavation — utility bore pit 0.002 acres (128 sq.ft)
_ __ _._ _
� g Wetlands �°� �04 Im�acts None
�A�� __ _ _ _ _
_ _ _
20 CAMA Impacts
(SF) None
21 NC DWQ Buffers Impacfs (SFj Project is within the Pasquotank River Basin; No Buffer rules
22 Buffer Application Required (>40 ft) guffer Application/Notification (attachment L) No Buffer Impacts
(Y/N) _
23 State Stormwater Permifi Required No
(Y/N)
24 Fiabitaf (y/n) No Suitable habitat present for Washington County Species
25 T&E 5pecies Present None
_ __ _ _ _ _
26 Bio Conclussan No Effect
27 . Type Moratorium required February 15` — June 30th
28 Moratoreum �ates _ .. _ __ _ .
N/A
2g Native/Hatchery N/A
_...... _ _. N/A
30 iro�i Species
Trout Waters �'resent
. _ __ . _. N/A _ _ _ .. _.
31 Trouf C�nditions
BY�_N) _ __
_ _...
32 WRC Reviewer �/A
33 CAMA AECs Public Trusf Waters ; CAMA permit required
34 Essential Fish Nabitai (Y/N) No
35 Nav. Operting Exi�ting (20 x?_.27') Proposed (30' X 2.37')
36 11SCG Permit None

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Location
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Bridge Numb�r
Resources
Lands
Resources
Resources
Scenic River
Lands
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Project Comments
Completed by:
Enginee�
SF-930012
• R � �
Washington
12
R!o Further Survey Required
None
None
None
None
None
None
None _
Limited
f�one Observed
None
35°.8852.41 N
_. __ _ _ ...
-76°.625114 W
Anticipate telephone line relocation with a new pole. Anticipate
water line relocation/PUE. Utility relocations are shown on plans.
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