NCDOT 98-11 NC 94 Alligator River

Permit Class Permit Number
NEW 98-11
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
4 trmtt
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation anwor filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, 1598 Mail Service Center, Raleigh, NC 27699-1598
Authorizing development in Tyrrell County at Northwest Fork of the Alligator River on
NC 94 , as requested in the permittee's application dated 4/28/11, including the
attached workplan drawings (16) as described in Condition No. 1 below.
This permit, issued on 8/8/11 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
TIP No. B-4647, Bridge Replacement
1) All work authorized by this permit shall be carried out in accordance with the following attached
workplan drawings, except as modified herein: 1 dated 10/5/09, 1 dated 10/6/09, 2 dated 1/31/11, 2
dated 3/8/11, 6 dated 3/10/11, 2 dated 3/30/11, and 2 dated 4/19/11.
2) In accordance with commitments made within the Categorical Exclusion document dated 8/26/08,
and in order to protect anadromous fisheries resources, no in-water work shall be conducted between
February 15 to June 30 of any year without prior approval of the N.C. Division of Coastal
Management (DCM), in consultation with the N.C. Wildlife Resources Commission (WRC).
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on-site to Department $ `-O V ibeyat I �
personnel when the project is inspected for compliance. r`
Any maintenance work or project modification not covered James I : Gregson, Director
hereunder requires further Division approval. Division of Coastal Management
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
No expiration date, pursuant to GS 136-44.7B
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee

a
N.C. Department of Transportation Permit #98-11
Page 2 of 6
ADDITIONAL CONDITIONS
3) In accordance with commitments made within the Categorical Exclusion document dated 8/26/08,the
permittee shall implement the N.C. Department of Transportation's (NCDOT's) Stream Crossing
Guidelines for Anadromous Fish Passage, except as modified in Condition No. 2 of this permit.
4) Material excavated may be used in fill areas associated with the project or shall be removed from the site
and taken to a high ground location.
5) All excavated materials shall be confined above normal water level and landward of regularly or
irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of
solids into any wetlands or surrounding waters. _
6) The temporary placement and double handling of any excavated or fill material within waters or
vegetated wetlands is not authorized.
7) No excavation or filling shall take place at any time in any vegetated wetlands or surrounding waters
outside of the alignment of the areas indicated on the attached workplan drawings, without permit
modification.
8) All fill material shall be clean and free of any pollutants except in trace quantities.
9) Live concrete shall not be allowed to contact the water in or entering into the Northwest Fork of the
Alligator River, or the adjacent wetlands.
10) All fill material shall be obtained from an upland source,except for any that may be used at the on-site
wetland restoration area.
11) Construction staging areas shall be located only in upland areas, and not in wetlands or Waters of the
State. Construction staging areas shall also not prevent public usage of the pier and boat access area
adjacent to the northeast end of the project.
12) The bridge shall be constructed using top down construction methodologies with an on-site detour by
using phased construction. Any other construction method may require additional authorization from
DCM.
13) Wetlands shall not be crossed in transporting equipment to the project site,without prior approval from
DCM.
14) Unless specifically altered herein,NCDOT's document"Best Management Practices for Construction
and Maintenance Activities"(August 2003) shall be followed.
15) Pilings from the existing bridge, as well as any remnant pilings from previous bridges, shall be removed
in their entirety, except that in the event that a piling breaks during removal and cannot be removed in its
entirety,the piling may be cut off flush with the bed of the water body, and DCM shall be notified of
each occurrence within one working day.

V
N.C. Department of Transportation Permit#98-11
Page 3 of 6
ADDITIONAL CONDITIONS
16) The installation of the bridge piles shall be accomplished by pile driving and/or the use of a vibratory
hammer. Should the permittee and/or its contractor propose to utilize another type of pile installation,
such as jetting or drilled shaft construction, additional authorization from DCM shall be required.
17) All materials and debris associated with the removal and/or construction of the existing and/or new
bridge, existing and/or new causeway, other existing structures within the Right-of-Way as authorized
by the permit and associated materials, shall not enter wetlands or Waters of the State, even temporarily.
Arty such material shall be disposed of at an approved upland site or shall be recycled in an
environmentally appropriate manner provided appropriate authorizations from any relevant state,
federal, or local authorities are obtained.
NOTE: The bridge demolition debris may be suitable for use as artificial reef material. The permittee is
encouraged to contact the Artificial Reef Coordinator, and the N.C. Division of Marine Fisheries
Morehead City Office at(252) 726-7021 to coordinate review of the suitability of the material
and arrangements for such use.
18) In accordance with the permittee's Stormwater Management Plan dated 12/21/10,there shall be no
bridge deck drains over the Northwest Fork Alligator River.
19) The placement of riprap shall be limited to the areas as depicted on the attached workplan drawings...
The riprap material shall be clean and free from loose dirt or any pollutant except in trace quantities.
The riprap material shall consist of clean rock or masonry materials such as,but not limited to, granite,
marl or broken concrete.
20) Fill slopes in wetlands shall be 3:1 or steeper.
Utility Impacts
21) Any utility work associated with this project that is not specifically depicted on the attached workplan
drawings, or described within the attached permit application, shall require approval from DCM, either
under the authority of this permit,or by the utility company obtaining separate authorization.
22) Water and telephone lines shall be installed using open trench and directional bore drilling methods.
Entry and exit points of the directional bore drilling,including disposal of material from the drilling
activity, shall be outside of all wetlands and Waters of the State.
23) Authorized fill includes only that necessary to backfill or bed the utility line. Any excess material shall
be removed to an upland disposal area. Finished grades of wetland crossings shall be returned to pre-
project contours and elevations.
NOTE: Plans and specifications for the relocation and/or replacement of water mains must be submitted
to the N.C. Division of Environmental Health Public Water Supply Plan Review Section for
approval prior to construction. Final approval must be issued before water lines are placed into
service.

N.C. Department of Transportation Permit #98-11
Page 4 of 6
ADDITIONAL CONDITIONS
NOTE: The permittee is advised to contact the Tyrrell County Water Department to determine precise
locations and coordinate that construction does not affect utility piping or services to customers.
•
Impacts to Wetlands and Waters of the State and Compensatory Mitigation
• NOTE: This project will permanently impact approximately 0.49 acres of 404 wetlands due to fill. This
project will temporarily impact approximately 0.12 acres of Coastal Wetlands due to hand
clearing and approximately 0.51 acres of 404 wetlands (approximately 0.49 acres due to hand
clearing and approximately 0.02 acres due to mechanized clearing). There will also be
approximately 0.02 acres of excavation in 404 wetlands for utility work within 404 wetland areas
that are also permitted for hand clearing.
24) There shall be no clearing of wetlands outside of the areas indicated on the attached workplan drawings
without prior approval from DCM.
25) Wetland areas to be temporarily impacted by hand clearing shall not be grubbed.
26) Except as specified by conditions of this permit, on-site mitigation shall be carried out as described in
the document titled"Wetland Restoration Plan,Bridge No. 6 over the Northwest Fork Alligator River
on NC 94, Tyrrell County"dated 4/5/11.
•
NOTE: The removal of existing causeway fill material should result in the restoration of approximately
0.52 acres of riverine swamp forest. Because this project will impact approximately 0.49 acres
of riverine swamp forest,there may be a net gain of up to 0.03 acres of riverine restoration
credits.
NOTE: This permit does not convey or imply approval of the suitability of the excess mitigation
generated by this project as compensatory wetland mitigation for any particular future projects.
The use of any portion of the excess mitigation generated by this project as compensatory
mitigation for future projects will be approved on a case-by-case basis. This includes
consistency with any relevant Coastal Area Management Act(CAMA) Land Use Plans, such as
the following policy in the 2008 Tyrrell County CAMA Land Use Plan,that was certified by the
N.C. Coastal Resources Commission(CRC)on 3/25/10: "Tyrrell County opposes the location of
US Army Corps of Engineers 404 wetland mitigation sites resulting from development outside of
Tyrrell County. This policy is intended to protect the tax base of the County."
27) The on-site mitigation shall be constructed prior to or concurrent with construction of this project.
Subsequent monitoring shall demonstrate that success criteria in the final approved mitigation plan has
been met prior to cessation of monitoring.
28) The on-site mitigation shall be protected in perpetuity in its restored state according to the approved
final mitigation plan and owned by the permittee or its approved designee. An appropriate conservation
easement, deed restriction or other appropriate instrument shall be attached to the title for the subject
property. Failure to adequately protect the on-site mitigation may result in further mitigation
requirements.

r
N.C. Department of Transportation Permit #98-11
Page 5 of 6
ADDITIONAL CONDITIONS
Sedimentation and Erosion Control
29) Turbidity curtains shall be used at all times to isolate all work areas from the adjacent waters of the
Northwest Fork of the Alligator River, including pile installation,pile removal,placement of riprap and
fill material and wetland restoration. The turbidity curtains shall be of sufficient length and
effectiveness to prevent a visible increase in the amount of suspended sediments in adjacent waters. The
turbidity curtains shall encircle the immediate work area, but, shall not impede navigation. The turbidity
curtains shall be properly maintained and retained in the water until cunsiiucliuu is complete and shall
only be removed when turbidity within the curtains reaches ambient levels.
30) In accordance with commitments made within the Categorical Exclusion document dated 8/26/08,
sedimentation and erosion control measures shall be implemented in accordance with the Design
Standards in Sensitive Watersheds.
31) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and properties (e.g. silt fence,
diversion swales or berms, etc.).
32) This project shall conform to all requirements of the N.C. Sedimentation Pollution Control Act and the
N.C. Department of Transportation's (NCDOT's) Memorandum of Agreement with the Division of
Land Resources.
33) The permittee shall follow"Best Management Practices for the Protection of Surface Waters".
34) In order to protect water quality,runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
Stormwater Management
35) The N.C. Division of Water Quality (DWQ) confirmed in a letter dated 11/4/09 (SW7090917)that the
subject project is excluded from State Stormwater permitting requirements as set forth in Section 2(d)(1)
of Session Law 2008-211, effective October 1,2008, and the stormwater rules under Title 15A NCAC
2H .1000, as amended.
General
36) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work following completion of construction activities.
37) During bridge construction,the permittee shall make every attempt to maintain the same navigation that
is currently possible in the Northwest Fork of the Alligator River, upstream and downstream of the
existing bridge.
38) The permittee shall exercise all available precautions in the day-to-day operation of the facility to
prevent waste from entering the adjacent waters and wetlands.

•
....
N.C.Department of Transportation Permit#98-11 •
Page 6 of 6
ADDITIONAL CONDITIONS
39) If it is determined that additional permanent and/or temporary impacts (such as but not limited to
temporary access roads, detours, or matting to transport equipment across wetlands) are necessary that •
are not shown on the attached workplan drawings or described in the authorized permit application, a
permit modification and/or additional authorization from DCM shall be required. In addition, any
changes in the approved plan may also require a permit modification and/or additional authorization •
from DCM. The permittee shall contact a representative of DCM prior to commencement of any such
activity for this determination and any permit modification.
40) The permittee shall install and maintain at its expense any signal lights or signals prescribed by the U.S.
Coast Guard,through regulation or otherwise, on the authorized facilities.
41) Development authorized by this permit shall only be conducted on lands owned by the NCDOT and/or
its Right-of-Ways and/or easements.
42) The permittee and/or its contractor shall contact the DCM Transportation Field Representative in
Morehead City at(252) 808-2808 ext. 208 to request a preconstruction conference prior to project
initiation. •
43) The N.C. Division of Water Quality(DWQ) authorized the proposed project on 7/1/11 (DWQ Project
No. 20110427)under General Water Quality Certification No. 3820. Any violation of the Certification
approved by DWQ shall be considered a violation of this CAMA permit.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action ID No. SAW-
2005-11639.
NOTE: This permit does not eliminate the need to obtain any additional permits,approvals or
authorizations that may be required.
1-7
g

4M °
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR EUGENE A.CoNTI,JR.
SECRETARY
April 29, 2011
Mr. Bill Biddlecome Mr. Stephen Lane
U. S. Army Corps of En ' ers '' �v
Regulatory Field Office p,� 6' � N. C. Dept. of Environment and Natural
�' Resources
Post Office Box 1000 w v'? ivision of Coastal Management
Washington,NC 27889-1000 k:' !! 400`eo'mmerce Avenue
Morehead City,NC 28557
ccy��4`T
Dear Sirs:
Subject: Application for Section 404 General Permit 31,CAMA Major Development
Permit Application, and Section 401 General Water Quality Certification for the
replacement of Bridge No. 6 over Northwest Fork Alligator River on NC 94 in Tyrrell
County. Federal Aid Project Number BRSTP-94(1). Debit$400.00 from WBS
33813.1.1; TIP No.B-4647.
Please find enclosed the North Carolina Division of Coastal Management Major Permit Forms,
Pre-Construction Notification (PCN) form, wetland restoration plan, Stormwater Management
Plan, State Stormwater Permit exemption letter, permit drawings, half-size plan sheets, utility
narrative and drawings, and the adjacent riparian landowner certified mail receipts. A Categorical
Exclusion (CE) was completed for this project on August 26, 2008, and distributed shortly
thereafter. A Federal Highway Administration (FHWA) Right-of-Way Consultation was
completed on December 23,2009. Additional copies are available upon request.
The North Carolina Department of Transportation (NCDOT), Division of Highways, in
consultation with the FHWA, proposes to replace and relocate Bridge No. 6 on NC 94 over the
Northwest Fork of the Alligator River in Tyrrell County. The existing structure is a 16-span,
360-foot long bridge with a continuous steel beams on timber pile bents. The proposed structure
will be an 8-span, 370-foot long cored slab bridge on pipe piles and will be located to the west of
the existing bridge. The causeway that is removed due to the relocation of the bridge will be
excavated to natural wetland elevations and restored as onsite mitigation. There will be 0.49 ac.
of permanent impacts to riparian wetlands adjacent to Northwest Fork of the Alligator River due
to the relocation of the new bridge. There will be 0.52 ac. of onsite wetland mitigation. Traffic
will be maintained onsite via staged construction.
The proposed let date for the project is January 17, 2012 with a review date of November 29,
2011; however, the let date may advance as additional funds become available.
MAILING ADDRESS: TELEPHONE: [phone]
NC DEPARTMENT OF TRANSPORTATION FAX [phone] LOCATION:
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS CENTURY CENTER
1598 MAIL SERVICE CENTER WEBSITE: WINW.NCDOT.ORG 1020 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1598 RALEIGH NC 27610

I.x
Regulatory Approvals
CAMA: NCDOT requests that the proposed work be authorized under a Coastal Area
Management Act Major Development Permit. Adjacent riparian landowner return receipts will
be forwarded once they become available. Authorization to debit the $400 Permit Application
Fee from WBS Element 33813.1.1 is hereby given.
Section 404 Permit: All aspects of this project are being processed by the Federal Highway
Administration as a"Categorical Exclusion" in accordance with 23 CFR 771.115(b).The
NCDOT requests that a General Permit 198200031 authorize these activities.
Section 401 Permit: We anticipate 401 General Certification number 3820 will apply to this
project. In accordance with 15A NCAC 2H, Section .0500(a), we are providing three copies of
this application to the NCDWQ for their approval.
A copy of this permit application and its distribution list will be posted on the NCDOT website at
http://www.ncdot.org/doh/preconstruct/pe/neu/permit.html
If you have any questions or need additional information, please call or email Mrs. Veronica
Barnes, at 919-707-6102 or [e-mail].
Sincerely,
E .
-c-CV Gregory J. Thorpe, Ph.D.,Branch Manager
Project Development and Environmental Analysis Branch
cc:
NCDOT Permit Application Standard Distribution List
2

APPLICATION for 0„
MAY 062
Maier Development Permit N OF COASTAL MANAGEMENT
(last revised 12127/06) O RALFIGH
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
North Carolina Department Of Transportation B-4647
Applicant 1: First Name MI Last Name
Gregory Thorpe
Applicant 2: First Name MI Last Name
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
1598 Mail Service Center Raleigh NC
ZIP Country Phone No. FAX No.
276991598 USA 919-707-6102 ext. 919-212-5787
Street Address(if different from above) City State ZIP
1020 Birch Ridge Road Raleigh NC 27610-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Agent/Contractor 1: First Name MI Last Name
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
ZIP Phone No. 1 Phone No. 2
ext. - - ext.
FAX No. Contractor#
Street Address(if different from above) City State ZIP
Email
<Form continues on back>
252-808-2808 t7. 4 -'vit aRCOAST www..neczas rnanagement.net

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Pjrmit
3. Project Location
County(can be multiple) Street Address State Rd.ft
Tyrell
Subdivision Name City State Zip
Phone No. Lot No.(s) (if many, attach additional page with list)
ext.
a. In which NC nver basin is the project located? b. Name of body of water nearest to proposed project
Pasquotank Alligator River
c. Is the water body identified in(b)above, natural or manmade? d. Name the closest major water body to the proposed project site.
ZNatural []Manmade ['Unknown Albemarle Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning junsdiction or city limit the proposed
['Yes No work falls within.
:'• - -• •
4. Site Description
a. Total length of shoreline on the tract(ft.) b. Size of entire tract(sq.ft.)
150 282,050
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
N/A, NWL(normal water level)
(If many lot sizes,please attach additional page with a list) ift EINFIW or ZNWL
e. Vegetation on tract
Vegetation in the area is consistant with a Cypress-Gum swamp Ternstnal community and includes bald cypress, swamp
gum, red maple,titi,sweet pepper bush, lizard tail, and netted chain fern.
f. Man-made features and uses now on tract
Bndge and Roadway Approaches
g. Identify and describe the existing land uses adjacent to the proposed project site.
Forested
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
Right of Way (Attach zoning compliance certificate, if applicable)
[]Yes ONo ZNA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ON°
k. Has a professional archaeological assessment been done for the tract? If yes,attach a copy. ZYes ON° DNA
If yes, by whom? NCDOT Archeology Group
I. Is the proposed project located in a National Registered Historic District or does it involve a ['Yes ONo DNA
National Register listed or eligible property?
<Form continues on next page>
2E2-8e8 2808 :: 1-888-4RCOAS - www.necoastalmanac-7.mer+r net

Form DCM MP-1 (Page 3 of 4) E Rc i v � APPLICATION for
E
Major Development Permit
m. (i) Are there wetlands on the site? MAY 0 6 2011 ®Yes ❑No
(i)Are there coastal wetlands on the site? DIV OF COASTAL MANAC ®Yes ❑No
RALEIGH
(iii)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes ❑No
(Attach documentation,if available)
n. Describe existing wastewater treatment facilities.
None
o. Describe existing drinking water supply source.
None
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial,public,or pnvate use? ❑Commercial ZPublic/Govemment
❑Private/Community
b. Give a bnef descnption of purpose,use,and daily operations of the project when complete.
Public Road
c. Describe the proposed construction methodology,types of construction equipment to be used dunng construction,the number of each type
of equipment and where it is to be stored.
Propose top/down construction with no temporary causeway(s). Underground telephone and water lines will be installed on
the nght side of the project by open trench and directional bore.Typical construction equipment includes crane, bulldozer,
dump trucks, motor grader,etc.
d. List all development activities you propose.
Roadway and bndge construction
e. Are the proposed activities maintenance of an existing project,new work,or both? Both
f. What is the approximate total disturbed land area resulting from the proposed project? 3.06 ❑Sq.Ft or®Acres
g. Will the proposed project encroach on any public easement,public accessway or other area ®Yes ❑No DNA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
There will be no direct discharges into waters of the state.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ❑No DNA
If yes,will this discharged water be of the same salinity as the receiving water? ®Yes ❑No DNA
j. Is there any mitigation proposed? ®Yes ❑No DNA
If yes,attach a mitigation proposal.
<Form continues on back>
252-808.2f. B 1-888-4RCOAST . www ,:ccoastaimanagement.r°e-

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1)the following items below,if applicable, must be submitted in order for the application..
package to be complete. Items(a)-(t)are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete'? If previously authonzed work,clearly indicate on maps, plats,drawings to distinguish
between work completed and proposed.
c.A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront(npanan)landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name see attached list in permit drawings. , Phone No.
•
Address •
_ •._-
Name Phone No.
Address
Name
'� "
� � �„ Phone No
Address ��,�. -ems �' `��
mum. - a r•
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee,and issuing dates.
h. Signed consultant or agent authorization form,if applicable.
i. Wetland delineation,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k.A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S. 113A 1-10),if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
`:7.. Certification and Permission to Enter on Land -�
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restnctions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitonng of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 4- ill ill Print Name rife hd�
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
252-803-2*-08 1-888-4RCOAST www.rcwoastatmanagerner+- "s'.

RECEIVED
Firm DCM MP-5
MAY 062011
BRIDGESand CULVERTS 11V OF COASTAL MANAGEMENT
ele
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
❑Commercial ®Public/Govemment ['Private/Community Northwest Fork Alligator River
c. Type of bridge(construction material): d. Water depth at the proposed crossing at NLW or NWL.
21"Cored Slab 19'
e. (i)Will proposed bndge replace an existing bridge? ®Yes EINo f. (i)Will proposed badge replace an existing culvert? DYes No
If yes, If yes,
(ii)Length of existing bridge: 360' (ii)Length of existing culvert:
(iii)Width of existing bridge: 29.5' (iii)Width of existing culvert:
(iv)Navigation clearance underneath existing bridge: 5' (iv)Height of the top of the existing culvert above the NHW or
(v)Will all,or a part of,the existing bndge be removed? N
(Explain) Yes,All of the existing bridge will be (v)Will all,or a part of,the existing culvert be removed?
removed (Explain)
g. Length of proposed bridge: 370' h. Width of proposed bridge: 36'
i. Will the proposed bndge affect existing water flow? ['Yes ZNo j. Will the proposed bridge affect navigation by reducing or
If yes,explain: increasing the existing navigable opening? Dyes ®No
If yes,explain:
k. Navigation clearance underneath proposed bridge: 7' I. Have you contacted the U.S.Coast Guard concerning their
approval? ®Yes DNo
If yes,explain: The waterway is subject to tidal influence
and considered legally navigable for bndge administration
purposes; however,the Commandant of CG has given
advance approval for the construction of bridges across
such waterways. No CG bndge permit required.
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: 5'
waters? DYes ®No
If yes,explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: b. Water body in which the culvert is to be placed:
252-808-2808 .: 1.888-4RCOAST :: www.nccaas afmanagement.net revised: 10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
< Form continues on back>
c. Type of culvert(construction material):
d. (i)Will proposed culvert replace an existing bridge? e. (i)Will proposed culvert replace an existing culvert?
❑Yes ❑No ❑Yes ❑No
If yes, If yes,
(ii)Length of existing bridge: (ii)Length of existing culvert(s):
(iii)Width of existing bridge: (iii)Width of existing culvert(s):
(iv)Navigation clearance underneath existing bridge: (iv)Height of the top of the existing culvert above the NI-lW or
(v)Will all, or a part of,the existing bridge be removed? NWL.
(Explain) (v)Will all,or a part of,the existing culvert be removed?
(Explain)
f. Length of proposed culvert: 9. Width of proposed culvert:
h. Height of the top of the proposed culvert above the NI-WV or NWL. i. Depth of culvert to be buned below existing bottom contour.
j. Will the proposed culvert affect navigation by reducing or k. Will the proposed culvert affect existing water flow?
increasing the existing navigable opening? ❑Yes ❑No Oyes ❑No
If yes,explain: If yes,explain:
3. EXCAVATION and FILL _ --•• ❑This section not applicable
a. (i)Will the placement of the proposed bndge or culvert require any b. (i)Will the placement of the proposed bndge or culvert require any
excavation below the NI-AIV or NWL? ❑Yes ®No excavation within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be excavated: feet affected.
(iii)Avg.width of area to be excavated: ❑CW ❑SAV ❑SB
(iv)Avg.depth of area to be excavated: OWL ®None
(v)Amount of material to be excavated in cubic yards:
(ii)Describe the purpose of the excavation in these areas:
252-808-2808 :: -888-€IRCCILi7 www.nccoastaimanagementnes :evasea: 10/26/06

Form ©CM MP-5 (Bridges and Culverts, Page 3 of 4)
, t
C. (i)Will the placement of the proposed bridge or culvert require any
high-ground excavation? ZYes ❑Now
If yes, G
(ii)Avg.length of area to be excavated: 19'
DIV Cr
�`� ,,,
(iii)Avg.width of area to be excavated: 30' y
(iv)Avg.depth of area to be excavated: 6' MA` O b 2011
(v)Amount of material to be excavated in cubic yards: 250 r rj � A
T r MA,NAGE,IE1`f 1
liALEIGH
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: to be determined by contractor
(ii)Dimensions of the spoil disposal area: unknown
(iii)Do you claim title to the disposal area? ❑Yes ®No (If no, attach a letter granting permission from the owner.)❑(iv)Will the disposal area be available for future maintenance? Yes ❑No
(v)Does the disposal area include any coastal wetlands/marsh(CW),submerged aquatic vegetation(SAVs),other wetlands(WL),or shell
bottom(SB)?
❑CW ❑SAV ❑WL ❑SB ❑None
If any boxes are checked,give dimensions if different from(ii)above.
(vi)Does the disposal area include any area below the NNW or NWL? " ❑Yes ❑No
If yes,give dimensions if different from(ii)above.
e. (i)Will the placement of the proposed bndge or culvert result in any f. (i)Will the placement of the proposed bndge or culvert result in any
fill(other than excavated matenal described in Item d above)to fill(other than excavated matenal described in Item d above)to
be placed below NI-IW or NWL? ®Yes ❑No be placed within coastal wetlands/marsh(CW),submerged
If yes, aquatic vegetation(SAV),shell bottom(SB),or other wetlands
(WL)? If any boxes are checked,provide the number of square
(ii)Avg.length of area to be filled: 600' feet affected.
(iii)Avg.width of area to be filled:20' ®CW <0.01 ac ❑SAV ❑SB
(iv)Purpose of fill: Shifting of roadway approaches,fill is ®WL 0.58ac DNone
under the OHW line, but it still a wetland impact due to (ii)Describe the purpose of the excavation in these areas:
tidal influence.
Shifting of roadway approaches.
g. (i)Will the placement of the proposed bridge or culvert result in any
fill(other than excavated material described in Item d above)to
be placed on high-ground? ®Yes ❑No
If yes,
(ii)Avg.length of area to be filled: 600
(iii)Avg.width of area to be filled:20
(iv)Purpose of fill: fill for new bridge approaches.
4. GENERAL
x n
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ®Yes ❑No detour structures? ❑Yes No
If yes,explain: see attached utility drawings and If yes,explain: The on-site detour will maintain traffic on
narrative. the existing structure while the new structure is being
constructed then transferred to the new structure while
the old structure is removed. Phased construction
methods will be used.
2.52-808-2808 :: 1-888-4RCOAST :: www.rfccoas aimanagement.net revisea: "ar2S10fr

Form DCM MP-5 (Bridges and Culverts, Page 4 of 4) '
.
If this portion of the proposed project has already received
approval from local authorities,please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
❑Yes ®No controlled?
If yes,complete Form DCM-MP-2. Use of Standard NCDOT BMP's
e. What type of construction equipment will be used(for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline,backhoe,or hydraulic dredge)' ['Yes No
Crane, bulldozer,dump truck, motor grader, pile dnver, etc. If yes,explain steps that will be taken to avoid or minimize
environmental impacts.
g. Will the placement of the proposed bndge or culvert require any
shoreline stabilization? ❑Yes No
If yes,complete form MP-2, Section 3 for Shoreline
Stabilization only.
Date ob
Project Name n, -
(1 re f
Applicant Name ::.-
K
Applicant Signature
•
2 2-808-2808 :: 1-888-4RCOAS'r ,!'• w+ww.nccoastaumanagement_net r v:se:: - ,i26IOS

? D
Wetland Restoration Plan MAY 0 6 2011
Bridge No. 6 over the Northwest Fork Alligator River on NC, }r COASTAL MANAGEMENT
Tyrrell County RALEIGH
TIP B-4647
Federal Aid Project No.BRSTP-94(1) and State Project No. 8.1130501
WBS No.33813.1.1
April 5,2011
1.0 BASELINE INFORMATION
The project is located within sub-basin 03-01-51 of the Pasquotank River Basin and is part of the
USGS Hydrologic Unit 03010205 of the South Atlantic Gulf region. The project is located on
NC 94 in Tyrrell County near Gum Neck and is bordered by the Albermarle Sound to the north
and east. It is within the Coastal Plain physiographic province; specifically the Mid-Atlantic
Floodplain and Low Terrace Ecoregion.The majority of the land use in the vicinity of the project
is undeveloped forest and wetlands. The entire project study area is part of the Pocosin Lakes
National Wildlife Refuge.
One jurisdictional stream is located within the project area:Northwest Fork Alligator River. This
portion of the river has been assigned Stream Index Number 30-16-8 (NCDWQ 2005a)and is
designated a warm water stream(USACE et al. 2003)with a classification of C-Sw-ORW.
The two plant communities found within the project area are Cypress-Gum Swamp (Blackwater
Subtype)and disturbed/maintained land. Approximately 83%of the project area(38 acres) is
made up of the Cypress-Gum Swamp, 7%(3 acres) is composed of disturbed/maintained land
containing both the narrow roadside shoulder of NC 94 and a boating access area, and the
remaining 10%is the existing road(NC 94).
The North Carolina Department of Transportation(NCDOT)will perform on-site mitigation for
wetland impacts associated with Transportation Improvement Program(TIP) B-4647 through the
restoration of 0.52 acres of riverine wetland restoration via the removal of existing pavement and
causeway associated with the current bridge and NC 94 alignment.
2.0 SITE SELECTION
TIP B-4647 will involve replacing bridge No. 6 over the Northwest Fork Alligator River as well
as performing improvements to the approach roadway of the replacement structure. These
improvements will extend approximately 780 feet south from the southwest end of the new
structure and approximately 970 feet north from the northeast end of the new structure.
Permanent wetland impacts associated with the project are 0.49 acres of riverine wetlands.
The mitigation site includes two areas which both occur within the existing Right-of-Way of NC
94 within the areas of the approach roadway improvements. The first area occurs from
approximately Sta. 19+75 RT to Sta. 25+25 RT on the southwest end of the bridge. The second

area occurs from Sta. 30+25 RT to 34+00 RT on the northeast end. Within these areas NCDOT
will restore 0.52 acre of riverine swamp forest via existing pavement and causeway removal, site
grading and planting.
3.0 SITE PROTECTION INSTRUMENT
The mitigation areas are located with the NCDOT Right-of-Way for the project. They are
outside of bridge maintenance areas and free of utilities. They will be managed to prohibit all
use inconsistent with its use as mitigation property, including any activity that would materially
alter the biological integrity or functional and educational value of the site, consistent with the
mitigation plan.
The site will be placed on the NEU mitigation geo-database. It will be monitored for three years
with annual reports provided to the agencies. After closeout,the site will placed in the NCDOT
Stewardship Program for long term management and protection.
4.0 OBJECTIVES
The goal of the project is to restore 0.52 acres of riverine swamp forest and mitigate for 0.49
acres of riverine wetland impacts associated with TIP B-4647. The functional restoration of the
site will be accomplished through existing pavement and causeway removal and site grading to
match the target elevation of the existing adjacent reference wetland system. The remaining 0.03
acres of riverine wetland restoration credit will be placed on the NCDOT debit ledger for future
use.
5.0 MITIGATION WORK PLAN
The mitigation areas will be constructed in conjunction with TIP B-4647. Construction activities
involve pavement and causeway removal, site grading and site planting. Once the pavement and
causeway have been excavated,the areas will be graded to match existing adjacent reference
wetland elevation as well as be ripped and disked if necessary.
The Natural Environment Unit shall be contacted to provide construction assistance to ensure
that the mitigation areas are constructed appropriately.
Following the successful completion of site grading and stabilization,the restoration areas will
be planted with species found in cypress-gum swamp communities including at least three of the
following: bald cypress(Taxodium distichum), swamp gum(Nyssa biflora), atlantic white cedar
(Chamaecyparis thyoides), and Carolina ash(Fraxinus caroliniana) depending on availability
Native grass seeding and mulching will be performed on all disturbed areas within the wetland
restoration area for stabilization purposes according to guidance and standard procedures of
NCDOT's Roadside Environmental Unit. An as-built report will be submitted within 60 days of
completion of the project.

RECEIVES .
MAY 0 6 2011
DIV. OF COASTAL MANAGEMENT
6.0 PERFORMANCE STANDARDS RALEIGH
No specific hydrological monitoring is proposed for the wetland restoration area. The target
elevation will be based on the reference wetland and verified during construction. Constructing
the site at the adjacent wetland elevation will ensure the hydrology in the restored area is similar
to the hydrology in the reference area.
NCDOT shall monitor the restoration site by visual observation and photo points for survival and
aerial cover of vegetation.NCDOT shall monitor the site for a minimum of three years or until
the site is deemed successful. Monitoring will be initiated upon completion of the site planting.
7.0 MONITORING REQUIREMENTS
Upon successful completion of construction,the following monitoring strategy is proposed for
the 0.52 acre restoration within the NCDOT Right-of-Way.NCDOT will perform visual
inspection and photo points for three years and document monitoring activities on the site in an
annual report distributed to the regulatory agencies.
8.0 OTHER INFORMATION
The Cypress-Gum Swamp plant community associated with B-4647,adjacent to Northwest Fork
Alligator River is a Riverine Swamp Forest based on NCWAM field assessment methodology
9.0 DETERMINATION OF CREDITS
Per the NCDOT plans and 401/404 permit application for B-4647;NCDOT proposes to restore 0.52 acres
of riverine wetlands via pavement/causeway removal and subsequent reforestation to mitigate for
permanent impacts associated with the TIP at a 1.1 ratio. An as-built report will be submitted within
60 days of completion of the project to verify actual constructed acreage. The success of the
mitigation area and determination of total credits will be based upon successful completion and closeout
of the monitoring period.
•
9.1 CREDIT RELEASE SCHEDULE
NCDOT proposes immediate,full release of the proposed 0.52 acres of restored riverine
wetlands as on-site mitigation for the associated riverine impacts of 0.49 acres for B-4647 at a
1:1 ratio. The remaining 0.03 acres of riverine restoration will be placed on the NCDOT on-site
debit ledger but will not be available for use until the 0.52 acre site is closed out following a
three year monitoring period.

10.0 GEOGRAPHIC SERVICE AREA
The proposed Geographic Service Area(GSA)for the mitigation area is composed of the Hydrologic
Cataloging Unit(HUC)03010205. 0.49 acres of the 0.52 acres will be used on-site at a 1:1 ratio to
offset wetland impacts associated with B-4647. The remaining 0.03 acres will be available for
use within HUC 03010205 once the mitigation site has been closed out and placed in the
NCDOT Stewardship Program.
11.0 MAINTENANCE PLAN
The site will be held by NCDOT and placed on the NEU mitigation geodatabase. Once
monitoring is completed and the site is closed out, it will be placed in the NCDOT Stewardship
Program for long term maintenance and protection.
If an appropriate third party recipient is identified in the future,then the transfer of the property
will include a conservation easement or other measure to protect the natural features and
mitigation value of the site in perpetuity.
12.0 LONG TERM ADAPTIVE MANAGEMENT PLAN
The site will be managed by the NCDOT according to the mitigation plan. In the event that
unforeseen issues arise that affect the management of the site, any remediation will be addressed
by NCDOT in coordination with the Interagency Review Team.
13.0 FINANCIAL ASSURANCES
The site will be managed by NCDOT with its own distinct cost center number within the
NCDOT budgeting and financial tracking system. Therefore, all accounting for revenues,
contract encumbrances, fund transfers, and expenses will be performed and reported independent
from other capital budget or operating budget accounting.

E C E I V E
i itttilf,*4--It MAY 0 J 2011 North Carolina Department of Tranapartation
Version 1.1
..rd"
Highway Star:water,Program
Released July 2010(DRAFT)
STORMWATER MANAGEMENTPLAN ...
14' 41ANAGEMEi Page of
General Project Information ,
Project No.: 33813.1.1 Date: 12/21/2010
City/Town: Designer: Roger Weadon
County(ies): Tyrrell County Marshall Clawson
Project Manager:
River Basin(s): Pasquotank CAMA County? yes 'TVA County?
Primary Receiving Water: Alligator River NCDWQ Stream Index: I
NCDWQ Surface Water Classification for Primary Receiving Water Primary: Class C
Supplemental: Outstanding Resource Waters(ORW)
Other Stream Classification:
303(d)Stream? Type(s)of Impairment:
State Stormwater Permit Required? yes If yes,why?
Could the Project Impact Threatened or Endangered Species?
Description:
Anadromous Fish Present?
Description:
Buffer Rules in Effect? no Buffer Rules:
..,,,,,,,,,,, .,:air-%:nwp wr,alritMacilrrw.7874,77734•C-4,'-','f—',':"t'.4'',.;!,,,,,,Arf---if:s..4, .. ...-v-ki, — ,,,:-.: t„,..L,— ,..t.,.-4'.. ....------ - ---
,,p23,41.6_ :.„i:.--,-,,,,,:4,-:'-3,.,', vi',2474-4- ,-,°:,t,.,,,4,-,,,riy).•,,,,,,.; ,,,z..4, °:, ::•.,, • . , .,',: -,„4,1.: . ,-4,1;..t.. ',Tz..„1' 1 na•-.4. -,-4,--4.--. —'-
':741.7v'rca,4-4,:;,,4 4,ittito .-m-aa;zia..,,t,e,,„'=".".,,,-.1-,...-,,,,,, ,4., • - .
Description of Existing Project Area: Bridge#6 and Approaches over the North Fork of the Alligator River
Average Daily Traffic(existing): 870
Existing Cross Section: 2 12'travel lanes
Surrounding Land Use: Agricultural
General Comments:
r„„,,,L,tki' 113',..'' ':3„,-- ',;.'-,.:, "I,' L's•' 410,177:1, ii,,„5:74:.,431m, ,g61.317%..0,WK:r1N":57::'12;''7C1•74•241tIZZ.gl aele *attki.V.talagillt24$44,L-;i‘L.14,...11. — ,.lic......4.4.,.. .0, .,-7)-`.,4^, ',, e,f,,t y,•.‹.1.. ..,,,;' ;,,rjamas.Z.E.,Inp.samAy.......11:mii.,1:•.2,4-J.Tv...24as, 1...„......0.... ..A.
Description of Proposed Project: Replacement of Bridge#6 over North Fork Alligator River on NC 94
Average Daily Traffic(proposed): 1300
•
Proposed Cross-Section: 2 11'travel lanes with 4'paved shoulders on each side
Interchan e Modification:gi
no
Terminus:
Begins at SA 16+30
Terminus:
Ends at STA 39+20 'Median Type: [
Project Length(lin.miles/feet): 0.434 miles!2290 feet Added Impervious Area(ac.): 10.37 ac
General Comments:

7)N. E E I V '77 •
North Carolina Department of Transportation
MAY 0 6 2011 Version 1.1
Highway Stonnwater Program
Released July 2010(DRAFT) STORMWATER MANAGEMENT PLAN
COA3TAt Pa.e of
Station Type of Impact Minimization of Impact
-L-15+99 to 24+00 LT Permanent Fill and Hand Clearing
-L-16+23 to 18+46 RT Permanent Fill and Hand Clearing
-L-24+99 to 25+54 Hand Clearing
-L-27+86 to 39+33 CL&L Permanent Fill and Hand Clearing
-L-35+90 to 39+34RT Permanent Fill and Hand Clearing
General Comments:

c r uy , � 17C" Via, • „y"
''' t # 1 rr'; North Carolina Department of Transportation et ,
4 ;;, iE' " , ,: � ` �f Version 1.1 p
• ! ;' :i'r �i sly: Highway Stormwater Program; i,.r 1 p f! xv.,••, :
Releaeed:Jul 2010 jt t,, ,+, 1 zV.: ',: Y l� : ,,�xdt • ' at r
r c RAFT) rii a,,,a. STORMWATER MANAGEMENT.R ,..,:.:.. ,., •;1 ,J _-. f, -
Page of
_t;: � „ .. :s €¢+ a f .�,�.`,`''v"r t"i,- P 'Y uo r R .^d?:;R,ff°r.; k',:�xx ,m4 £•-s
Additional n tints �,
ROADWAY DESCRIPTION
The project B-4647 consists of replacing the southbound Bridge No.6 on NC 94 over Northwest Fork Alligator River with a 8-span(1 @50',6@45', 1@50',total length 370')21'cored slab bridge in Tyrell
County, North Carolina The total project length is 0.434 miles.The project creates impacts to the Northwest Fork Alligator River which is in the Pasquotank River Basin The project drainage systems
consist of storm drainage grate inlet,pipes,and.hazard spot basins.
ENVIRONMENTAL:DESCRIPTION
The project is located within the Pasquotank River Basin in Tyrell County.The stream is classified as"C","SW.",and'ORW",by th erth aro No Clina Department of Environment and Natural Resources
(DENR)-Division of Water Quality.The Northwest Fork Alligator River will be impacted by the propsed o project
i.,. .i,i;:l.i.111,:ii.,:ollilliii,1:!.,fi.,,!.,:lil!11,:iii,1,,,,....,,,fil„::.ii:,::;.:,,.i.11.,,,:;:!,,,,,,,;:1,.;,,,,i,!, .,ii.i, !:,,....,,,...,,:,.:..,,,,:.,. ,,i,„:r.,:i,,,..,,,0.:ir...:.,,,,., . , ... ,, ,BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices(BMPs)is to prevent degradation of the states surface waters by the location,construction and operation of the highway system. The BMPs are activities,
practices and procedures taken to prevent or reduce stormwater pollution. The BMP measures used on this project to reduce stommwater impacts are:
51j1p. ,':I , u� i
...,...1.:,,,,..:.ii.,:ii. ...!.,...:.i,....,.:.r.„.,.....,...,i:..: . ;.. .!,;, , .
•Hazard Spill Basins n I +ii _ ". C
: , ogli .,$lY : 6 F PiV' `'.t.. ring, , ;, r du."L.+I c-_r .:11, :tk.P�S.
Rip• rappads at pipe ouUets: 4 �__i.: �,.'1 :�1�19.a__� 5, mPr�:__,., F � - : � �� :�. ,_:;:
.< f: :. _..._ ,.'�a'" .•;:�:— ''.t ,Id:uy:,:=._._ �"�5 �i4 :::.i"T7,'�. i i""':=�ei�":�,r y.r7:•='� t�i • c
:.:!:.i!1:''.',.:;,::�.,.;.;:,:.•; ix"=,.","F:._...d: :ll.th':`4:ii, ii :.5...:a:_ri;:_7: :";:.®:".a"1Ifili]idtlgrit±-.i::f... : ''Ai!. i(
•No bridge deck drains•over th@`Northwest Fork Alh ator Ri �==;�" � ---� g'. _ r „�•��� fir.���; � 'b'y-'�'i:. -
W-a
e id " �,,. l r , , I 1 ki .r R x••'"'"ir , r, ,'., I ,* , t
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: � RefBrences '.>� s €�d • � � ` '..� � }i �
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'Fl�vl Y,f.P
4.
1� .ly.0 ,4w,a,
.#' 1. a r 11 r,'1, 3 d P 1 SIP• Ali .k n i k r;
MAY062011
DIV. OF COASTAL MANAGEME�J7
RALEIGH

•
Awirm..A
N NCDENR
North Carolina Dep a _ bent of Environment and Natural Resources
Q sion of Water Quality
Beverly Eaves PerdueSge } oleen H. Sullins Dee Freeman
Governor JJ t 2 Lpflg Director Secretary
, 1,,_40:9
i j i November 4, 2009
Mr. D.R.Henderson, PE MAY)) 6 2011
NCDOT—Hydraulics Unit
1590 Mail Service Center HIV. AA�IGHNAGEMEM7
Raleigh,NC 27699-1590 OF COCOA
Subject: Stormwater Permit Exclusion—NC DOT Activity
Replacement of Bridge No.6 on Southbound NC 94
Over Northwest Fork Alligator River
Stormwater Project No.SW7090917
Tyrell County
Dear Mr. Henderson:
On September 30,2009,the Washington Regional Office of the Division of Water Quality received a Coastal Stormwater
Permit Application for project B-4647,the replacement of Bridge No. 6, located over the Northwest Fork Alligator River
on NC 94 in Tyrell County. Staff review of the plans and supporting documents has determined that the project proposes
activities that are excluded from State Stormwater permitting requirements as set forth in Section 2.(dX1)of Session Law
2008-211,effective October 1,2008,and the stormwater rules under Title 15A NCAC 2H .1000,as amended.
Therefore,the Director of the Division of Water Quality is hereby providing confirmation that the subject project is
excluded from State Stormwater permitting requirements, being an activity of the NC DOT that is regulated in
accordance with the provisions of the NC DOT's National Pollutant Discharge Elimination System(NPDES)
Stormwater Permit.
Under Section 15A NCAC 2H.1003,any future development or changes to the proposed development, including but not
limited to,the locations of the built-upon area and construction of additional built-upon area,may require approval or a
Stormwater Management permit application and permit issuance from the Division of Water Quality prior to any
construction. Any construction on the site prior to receipt of the required approval or permit will constitute a violation of
Title 15A NCAC 2H.1000 and Session Law 2008-211,and may result in the initiation of appropriate enforcement action.
Please keep in mind that this determination does not affect your legal obligation to obtain other permits and approvals,
which may be required by Federal, State, or local government agencies,rule or law.If you have any questions,or need
additional information concerning this matter,please contact either Scott Vinson or me at(252) 946-6481.
in ,
J
Al/ jgTb
�
Regional Supervisor
Surface Water Protection Section
AH/sv: S:\WQS\STORMWATER\PERMITIEXCLUSIONS\SW7090917
cc: Garcy Ward,DWQ
Washington Regional Office
Central Files
One
North Carolina Division of Water Quality Internet www.rxwaterquaity.org NorthCaro/lina
943 Washington Square Mall Phone:252-946�4811 FAX:[phone] ��'�uraL
Washington.NC 27889 FAX [phone]

Willie
!( \/ See Sheet 1-A For Index of Sheets STATE OF N O R T 1-T CA I',) O 1 I N A RAW R.4f R�......a No No.'
• N.C. B-4647
1
1
DIVISION OF HIGHWAYS MSCROTIODI
33813.1.1 BRSTP-94(1) — P.E.
,P~ ,ir `� ` I 1 - 33813.2.1 BRSTP-94(1) RAN & UTILITY
` ;�---S - BRSTP-94(1) CONST.
..`� ., ` _- -= - .T\ TYRRELL COUNTY
ei,t. ..,.., .._ . , , , ,
__
1 4---, _...3._„..., __
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1 , / , /
.-. -, ci----- z
LOCATION: BRIDGE NO. 6 OVER NORTHWEST FORK ON NC 94.
\ ,,- ,,,,, ../ ,CO '_-I ( ;
!.;' ,�' -. - TYPE OF WOR�t: GRADING,PAVING,DRAINAGE,AND STRUCTURE
c.) .,.,.. „fr.: ,. ,--
. ___-_-f•-/,------\. . ;., , ‘ - ..._..,,,,, „.. ./� ,
.1.4_ ,, PERMIT WINGS
,,EP1O f _ , .v
o.
B-46 \ ,., i_.:_, ,. 4 _ 5
47 ,
oig
1.64 i,
,_ .,„ , .___,
..i If
BEGIN__ - --- R
241 PROJECT / vs END BRIDGE y�9•
rNN ''= \\✓�' —L— BRIDGE 75.00 Fsr
._.- = I fEGIN BRIDGE NORTHWEST
-&NI -. ' ______ ' - -L STA25+05.00 FORK oP>
r O BEGIN TIP PROJECT B-4647
` c - ) POT -L- STA/6+30.00 - END TIP PROJEC B-4647 4
POT -L- STA39+20.00
PROJECT VICINITY MAP 2 --T
NC 9A %-i ''
\--11.(,,___„,_r)
rr _ j...,,,,,,-- .- _.J\ , ----.....„
(1 RECEIVED [..,..
-,..,,,,,,.._-________
N '\-N-
mi 0 6 2011
PRELIMINARY PLANS
00 NOT U88 FOR CONSTRUCTION
CR
DIV. OF COARALEIG�NAGEMEN7
p
0
t
T
V
NCDOT Contact: B. Doug Taylor, PE
,- • • Roadway Design-Engineering Coordination• /
D \i Prepared In tie Office of " HYDRAULICS ENGINEER •V DIVISION OF HIGHWAYS
m V r GRAPHIC SCALES v DESIGN DATA v PROJECT LENGTH DYER. RIDDLE.MILLS & PRECOURT. INC. (DRMP) STATE OF NORTH CAROLINA
° ADT 2011 = 870 7506 EAST INDEPENDENCE BLVD..SUITE 105
0 50 25 0 50 100 ADT 2030 = 1300 LENGTH ROADWAY TIP PROJECT B-4647 = 0.364 MILE CHARLOTTE,NORTH CAROLINA 2e227 NOE r
[phone] NC LICENSE NO.C-2213
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