NCDOT (2)

C4tAMA / ❑ DREDGE & FILL N2 70428 A _ B D
GENERAL PERMIT Previous permit#
Cglew ❑Modification El Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environmental Quality
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC V 1
EMR(iles attached.
Applicant Name 2 � � Project Location: County ©�`
Address
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Phone # (ciloo ) 3 y 1031 E-Mail a ti'�e 9a f 1 JV' Subdivision
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A building permit may be required by: D n f'o W (�o u ❑ See note on back regarding River Basin rules.
( Note Local Planning Jurisdiction) I ! f ),, "ro J �� ^ off r
Notes/ Special Conditions !V d i n' �,j `4ce Work t f G � µ t r, `, J le Y y /
rA- 7 -rkc �xl1 l� �rr ye r�.l� t lervVc it r r er t>• Y(I <-
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Agent or Applicant Printed Name
Signature ** Please read compliance statement on back of permit*
Jr oo G0 141? )-79e 3.6Z,-"3—
Application Fee(s)
PermitOffi is Name
Signature ?O 0
L(..,o-1
Check # Issuing Date
Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
Tar - Pamlico River Basin Buffer Rules Other:
Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Resources. Contact the Division of Water Resources at the Washington Regional Office (252-946-6481) or the
Wilmington Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Morehead City Headquarters Washington District
400 Commerce Ave 943 Washington Square Mall
Morehead City, NC 28557 Washington, NC 27889
252-808-2808/ I-888-4RCOAST 252-946-6481
Fax: [phone] Fax: [phone]
(Serves: Carteret, Craven, Onslow - (Serves: Beaufort, Bertie, Hertford, Hyde,
North of New River Inlet- and Pamlico Tyrrell and Washington Counties)
Counties)
Elizabeth City District
401 S. Griffin St.
Ste. 300
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
http://portal.ncdenr.org/web/cm/dcm-home
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow - South of New River Inlet -
and Pender Counties)
Revised 7/06/ 17

NC Division of Coastal Mgt. Application Computer Sheet, Page 3 of 4)
Applicant: t W 770
Date: -3o
Describe below the HABITAT disturbances for the, application. All values should match the name, and units of measurement
found in your Habitat code sheet.
TOTAL Sq. Ft.
FINAL Sq. Ft.
TOTAL Feet
FINAL Feet
(Applied for.
(Anticipated final
(Applied for.
(Anticipated final
DISTURB TYPE
Disturbance total
disturbance.
Disturbance
disturbance.
Habitat Name
Choose One
includes any
Excludes any
total includes
Excludes any
anticipated
restoration
any anticipated
restoration and/or
restoration or
and/or temp
restoration or
temp impact
temp impacts)
impact amount)
temp impacts)
amount)
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Dredge ❑ Fill ❑ Both ❑ Other ❑
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Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net revised:02/15/10

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER JAMES H. TROGDON, III
GovERNOR SECRETARY
April 11, 2018
Mr. Stephen Lane
Coastal Management Representative, Transportation Projects
Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Subject: Application for Sections .1600 and .2300 General Permit for Replacement of Existing
Bridges, etc. For Onslow Bridge #13 (660013) over Grants Creek on SR 1434 Belgrade
Swansboro Rd.
WBS number: 17BP.3.R.55
Dear Mr. Lane:
The North Carolina Department of Transportation (NCDOT) is proposing to replace Onslow Bridge
Number 13 on SR 1434 Belgrade Swansboro Road in Onslow County. The bridge spans Grants
Creek and is located 0.53 mile south of SR 1435 Brighttown Road. The existing bridge is a 3-span
with each at 30', 2" long. The proposed bridge is a 2-span with 1 @ 70' and 1 @30' cored slab. The
proposed bridge will provide a setback from the banks and remove a bent from the stream.
Please find enclosed the completed DCM MP-1 and DCM MP-5 application detailing NCDOT's
proposal under Sections .1600 and .2300 General Permits. NCDOT plans to utilize the
authorizations under the US Army Corps of Engineers (USACE) Nationwide Permit 3 and
Department of Environmental Quality, Division of Water Resources (DEQ, DWR) Water Quality
General Certification No. 4132.
In addition to the MP-1 and MP-2 applications, please find attached:
1. A topo map of the bridge location
2. "No survey required" forms for archaeology and historic architecture
3. Copies of the letters sent to the adjacent riparian property owners
4. Original signed and returned green cards from the certified mail notice
5. Permit drawings detailing the project impacts, including a wetland and surface water impacts
summary (table)
6. A partial plan set including utilities and utilities by others plan sheets
Scoping comments from the North Carolina Wildlife Resources Commission indicate that Grants
Creek is designated as an Anadromous Fish Spawning Area. An in -water work moratorium from
February 15'h to June 30'' should be followed.
Due to a geotechnical finding, Onslow Bridge 13 will require drilled piers with permanent steel 0
casings at the interior bent. As shown on the permit drawings, temporary excavation is shown in -{
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high ground where the slope will be excavated so that equipment can access the interior bent. Mats
will also be used in an existing scoured area (within the JS line) which is proposed to be permitted for
fill with Class 2 riprap. These mats will also facilitate equipment access for the drilled piers and the
area is called out on the permit drawings (vicinity of -L- Sta. 17+00).
The department anticipates that a permit fee of $400.00 will be charged to the subject WBS element
number.
Please let me know if I can provide any further information.
Sincerely,
Anneliese Westphal
NCDOT Division 3
Environmental Senior Specialist
cc: Mason Herndon, NCDOT, Division 3 Environmental Program Supervisor (electronic)
Enclosures
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IN OF4
APPLICATION for -�
Major nevolopment Permit
(last revised 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Ncdot Division Three
Project Name (if applicable)
Replace Bridge No. 660013 over Grants Creek
Applicant 1: First Name
Anneliese
MI
Last Name
Westphal
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
5501 Barbados Blvd.
PO Box
City
Castle Hayne
State
NC
ZIP
28429
Country
USA
Phone No.
910 - 341 - 2037 ext.
FAX No.
910 - 675 - 0143
Street Address (if different from above)
City
State
ZIP
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
-
- ext.
Phone No. 2
- ext.
FAX No.
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
<Form continues on back>
AP? 13 2018
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
oject Location
can be multiple)
E
Street Address
State Rd. #
1434
Subdivision Name
City
State
Zip
Maysville
NC
-
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Grants Creek
C. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade []Unknown
White Oak River
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes ®No
work falls within.
N/A
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NW L (normal water level)
(If many lot sizes, please attach additional page with a list)
6.0 ft. ❑NHW or ®NW L
e. Vegetation on tract
Mowed roadside and forestland.
f. Man-made features and uses now on tract
Bridge 660013 and SR 1434.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Forested wetland.
h. How does local government zone the tract?
i. Is the proposed project consistent with the applicable zoning?
N/A
(Attach zoning compliance certificate, if applicable)
❑Yes ❑No ®NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No []NA
If yes, by whom? See attached "No Survey Required"
form.
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
lFl� I— 1`_-!J Z.— u v
<Fonn continues on next page> APR 13 2018
252-808-2808 1-888-4RGQAST www.nccoastalmarlde6nM�'

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? []Yes ®No
(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 private use? ❑Commercial ®Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purposes of the project are to replace the existing bridge and improve the level of service for the traveling public.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Typical highway and bridge construction vehicles and equipment will be used, including, but not limited to, dump trucks,
cranes, graders, and bull dozers. Storage and staging areas will be located on uplands. Drilled piers with permanent steel
casings will be installed at the interior bent. Temporary excavation and mats will be used as shown on the permit drawings to
access the interior bent area.
d. List all development activities you propose.
Removal of the existing bridge. Installation of the new bridge. Grading, paving, clearing, ditch work, excavation and fill
associated with the roadway and bridge work.
e. Are the proposed activities maintenance of an existing project, new work, or both? Maintenance/replacement of existing
structures.
f. W hat is the approximate total disturbed land area resulting from the proposed project? 0.6 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Stormwater runoff on the existing bridge discharges directly into the water by running off the side of bridge below barrier rail
along the full length of the bridge. The proposed bridge will have no direct discharge into the water or adjacent wetlands as
the water will be directed away from the surface water through pipe outlet, southeast of the bridge. Mechanized clearing is
proposed in 2 locations in the wetland along the east and west side of the road, south of the bridge. Minimal wetland fill
(0.001 ac) is proposed due to bridge.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No . ❑N 8� ©��
If yes, attach a mitigation proposal.
','l n s \9
:�1R1,32018
<Form continues on back>
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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) — (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly 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 authorized 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 (riparian) 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 Phone No.
Address
Name Phone No.
Address
Name Phone No.
Address
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 restrictions 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
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date April 10, 2018
Print Name Anneliese Westphal
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
RECEI'VED
APR 1, 3 Z018
:r
252-808-2808 .. 1-888-4RCOAST .. www.nccoastal manag ne i

Form rtxers
BRIDGES and CULVERTS
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:
❑Commercial ®Public/Government ❑Private/Community
c. Type of bridge (construction material):
2-span cored slab
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No
If yes,
(ii) Length of existing bridge: 90.5 ft.
(iii) Width of existing bridge: 30.25 ft,
(iv) Navigation clearance underneath existing bridge: 6.0 ft.
(v) Will all, or a part of, the existing bridge be removed?
(Explain) Yes - all of the existing structure will be
removed using standard NCDOT practices for bridge
demolition.
g. Length of proposed bridge: 100 ft.
L Will the proposed bridge affect existing water flow? ®Yes ONO
If yes, explain: The existing water flow will be less restricted
as the proposed bridge has a longer span over the
water. It will also be 10 ft. longer, providing
additional flood passage.
k. Navigation clearance underneath proposed bridge: 6.0 ft.
m. Will the proposed bridge cross wetlands containing no navigable
waters? ®Yes ❑No
If yes, explain: The wetlands are associated with Public
Trust Waters but not Section 10 navigable waters.
b. Water body to be crossed by bridge:
Grants Creek
d. Water depth at the proposed crossing at NLW or NWL:
2.0 ft.
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge: 33 ft.
Will the proposed bridge affect navigation by reducingor
increasing the existing navigable opening? YeS ❑No
If yes, explain: The existing navigable opening will be
increased due to lengthening of the span from 30.2 ft. to 70
ft. over the water, eliminating a bent from the water.
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain:
n. Height of proposed bridge above wetlands: N/A
2. CULVERTS ®This section not applicable
..._ ..�,, ..� .. �o a• b. Water bodv in which the culvert isill '`laced:
?32018
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net "'-j',d;

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,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge: _
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
f. Length of proposed culvert:
h. Height of the top of the proposed culvert above the NHW or NWL.
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? Yes []No
If yes, explain:
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
g. Width of proposed culvert:
i. Depth of culvert to be buried below existing bottom contour.
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain:
3. EXCAVATION and FILL El This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ❑Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW ), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(W L)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(ii) Describe the purpose of the excavation in these areas:
RECEIVED
ED
APR 1 3 2018
DCM- MHD CITY
252.808-2808 :: 1-888-4RCOAST :: www.nccoastalmanageme_nt.net revised:10/26/06

Form DCM MP-5 (Bridges and Culverts, Page 3 of 4)
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes ❑No
If yes,
(ii) Avg. length of area to be excavated: 8 ft (+30 ft temp.)
(iii) Avg. width of area to be excavated: 33 ft (+33 ft temp.)
(iv) Avg. depth of area to be excavated: 3.75 ft (+4.5 ft temp.)
(v) Amount of material to be excavated in cubic yards: 36.71
(+165 temp.)
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Approved NCDOT waste disposal site.
(ii) Dimensions of the spoil disposal area: To be determined
(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 (W L), or shell
bottom (SB)?
❑CW ❑SAV OWL ❑SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NW L? ? ❑Yes ®No
If yes, give dimensions if different from (ii) above.
e. (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 below NHW or NW L? ®Yes LJNo
If yes,
(ii) Avg. length of area to be filled: 25 ft
(iii) Avg. width of area to be filled: 35 ft
(iv) Purpose of fill: The fill is Class 2 riprap which will fill an
existing scoured area under the bridge. These impacts
are shown on the impact summary table as 0.02 acre of
surface water imapcts.
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:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ®Yes ❑No
If yes, explain: Water line relocation (including open
trench within CAMA AEC), coax and fiber cable, and
coax cable.
f. (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 within coastal wetlands/marsh (CW ), submerged
aquatic vegetation (SAV), shell bottom (SIB), or other wetlands
(W L)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
EWL 20.8 ❑None
(ii) Describe the purpose of the excavation in these areas:
The fill in this area is for riprap to be placed for the
protection of proposed end bent 1.
b. Will the proposed project require the construction of an temporary
detour structures? LYes ®No
If yes, explain: ,i a '" V
252-808-2808 :: 1-888-4RCOAST :: www.nccoastaimanagement.net ar;'J �e�iI ILe /26/06
!�� 8Vy

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. NCDOT Sediment and Erosion Control BMPs
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Crane, dump truck, excavator and other standard
construction equipment.
g. Will the placement of the proposed bridge or culvert rec uire aU
shoreline stabilization? Yes NNo
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
April 10, 2018
D ate
Onslow Bridge 13
Project Name
Anneliese Westphal
Applicant Name
Applicant Signature
f. Will wetlands be crossed in transporting equipment to project site?
❑Yes ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
252-808-2808 :: 1-888-4RCOAST :: www nccoastalmanagement.net
aE E� ]ED
H�� �3 2018
Cl- Ho CITY
revised: 10/26/06

Onslow Bridge 13 -Topo Map
ON0520 Tabernacle Eleentary _
m:. '.► �."
School 19'98 +► .r'i' -` r �'a '
"ON0384, rs'EamiON0520 Tabernacle Elementary -{- ', � � -- - .•'" ,►" �. "' rr
r _ :}�•' `— - School 1989
' >�# a' `.�4�5 r—: A �-• s VON ES,
ON0445 Alonzii T.-Redd-
r ` Tenant House
P.� Alin •t•�S !Oy 0001 PaloAfto Plantation * T - - +► " _
s .
1979
NO2T6 House , ♦� ' r }--' - .. -y.,._ .- .,y u.r - _
Ar
- r _
i
y
SR ONO2T5 House
4,gr'
.i i - : i .. - � r- � 'ill � L.i - .i + .► � .� ... ..
- +r ,« ' � '-- �,t, "fir. w,- y ,! .�•.- .�."�-+► �:.'.+. �`.r►.,�,,..'�+ .
..., .1 .�..' _ _ *ate.. ••-
fµ �� i \rV � .( ,�' • � 4 r—" � yl...,`1"� bLLL M __ arm.
i v
•� t '
December 19, 2016 RECEIVED
1:30,846
0 0.25 0.5 1 mi
NR Points * NRHD Center Point a Boundary of Destroyed/Removed NR Listing i—�- I—�4
APR 1 3 2018 0 0.4 0.8 1.6 km
• NR Individual Listing NR Boundaries Copyright:©2013National Geographic Society, ~cubed
• NR Listing, Gone National Register Boundary JCM— MHD CITY

Project Tracking No.:
16-12-0028
oo0a4 NO ARCHAEOLOGICAL SURVEY REQUIRED FORM��x�,
'this form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not 1� p Is i o
separately valid for Historic Architecture and Landscapes. You must consult se aratel with the
4�
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No:
WBS No:
F.A. No:
Bridge 13
17BP.3.R.55
Federal Permit Required?
County: Onslow
Document: MCC
Funding: ® State ❑ Federal
® Yes ❑ No Permit Type: NWP & WQC
Project Description: Replacement of Bridge No. 13 over Grants Creek on SR 1434 (Belgrade-Swansboro
Road) in Onslow County, North Carolina. The archaeological Area of Potential Effects (APE) measures
600ft in length (300ft from each bridge end -point) and 150ft in width (75ft from each side of the SR1434
center -line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Permitting and funding information was reviewed for determining the level of archaeological input required by
state and federal laws. Based on the submitted "request for cultural resources review" form, the project is state -
funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will apply.
Next, construction design and other data was examined (when applicable) to define the character and extent of
potential impacts to the ground surfaces embracing the project locale. The dimensions of the APE were formulated
to capture any federal permit areas. Once an APE was outlined, a map review and site file search was conducted at
the Office of State Archaeology (OSA) on Thursday, January 5, 2017. No previously documented archaeological
sites are located within the APE. Several prehistoric archaeological sites are situated nearby, increasing the
archaeological site potential of the study area.
Historic structure locations often harbor archaeological deposits and features related to the former occupation of
a property. An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated
(LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing the NCSHPO website evidenced one
NRHP site (Palo Alto Plantation) located immediately north of the study area. The boundaries of this resource do
not extend into the currently defined APE. In addition, historic maps of Onslow County were appraised to identify
former structure locations, land use patterns, or other confirmation of historic occupation in the project vicinity.
Archaeological/historical reference materials were inspected as well. In general, the cultural background review
established that no NRHP listed properties, previously recorded archaeological sites or cemeteries are located
within the APE. Based on cultural -historical factors, the APE is considered to have a moderate potential for the
documentation of archaeological resources.
Further, topographic, geologic, flood boundary, lidar, and NRCS soil survey maps (Mk, NoB) were referenced to
evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have
resulted in past occupation at this location. Aerial and on -ground photographs (NCDOT Spatial Data Viewer) and
the Google Street View map application (when amenable) were also examined/utilized for additional assessment
of disturbances, both natural and human induced, which compromise the integrity of archaeological sites.
Environmental/impact factors do not suggest a heightened potential for archaeological resource recovery.
"No ARCHAEOLOGY SURVEY RhQU1RAD" form for the Amended Minar Transportation Projects as Qualified in the 2015 Programmatic Agreement.
I of 2
b
c
wftft N
U
C
�r
ill
(,N
C

Project Tracking No.:
16-12-0028
Brief Explanation of why t/re available information provides a reliable basis for reasonably predicting
that Mere are no unidentified historic properties in the APE:
No documented cultural resources are contained within the current APE limits for the Bridge 13 replacement
project in Onslow County, North Carolina. Soil data confirms that over half of the APE is underlain by poorly
drained ground surfaces. The remaining portion is residentially disturbed. In such contexts, intact NRHP
archaeological sites are unlikely to be present or preserved. No further consultation is advocated. A finding of "no
archaeological survey required" is considered appropriate.
SUPPORT DOCUMENTATION
See attached: ® Map(s) ® Previous Survey Info ❑ Photos []Correspondence
❑ Photocopy of County Survey Notes Other:
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGY SURVEY REQUIRED
NCDOT
"No ARCHA1iOLOGY StIliVliY Rl:'QUIR D "fiirm jin the Amended Minar 7ranspnrtanon Projects ai Qemlified in the 2015 Programmatic Agreement.
2 of

Mk—Muckalee loam
Map Unit Setting
• National map unit symbol: 3wst
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost -free period: 200 to 280 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Muckalee, undrained, and similar soils: 80 percent
• Estimates are based on observations, descriptions, and tronsects of the mopunit.
Description of Muckalee, Undrained
Setting
• landform: Flood plains
• Down -slope shape: Concave
• Across -slope shape: Linear
• Parent material: Sandy and loamy alluvium
Typical profile
• A - 0 to 24 inches: loam
• Cg - 24 to 80 inches: sandy loam

Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Poorly drained
• Runoff class: Negligible
• Capacity of the most limiting layer to transmit water (Ksot): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: About 0 to 12 inches
• Frequency of flooding: Frequent
• Frequency of ponding: None
• Available water storage in profile: Moderate (about 6.5 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 5w
• Hydrologic Soil Group: B/D
• Hydric soil rating: Yes
NoB—Norfolk loamy fine sand, 2 to 6 percent slopes
Map Unit Setting
• National map unit symbol: 3wt0
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 Inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
• Farmland classification: All areas are prime farmland
Map Unit Composition
• Norfolk and similar soils: 85 percent
• Minor components: 4 percent
• Estimates are based on observations, descriptions, and tronsects of the mopunit.
Description of Norfolk
Setting
• Landform: Ridges on marine terraces, broad interstream divides on marine terraces
• Landform position (two-dimensional): Shoulder, summit
• Landform position (three-dimensional): Crest
• Down -slope shape: Convex
• Across -slope shape: Convex
• Parent material: Loamy marine deposits
Typical profile
• Ap - 0 to 14 inches: loamy fine sand
• St -14 to 56 inches: sandy clay loam
• BC - 56 to 80 inches: sandy clay loam
Properties and qualities
• Slope: 2 to 6 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Well drained
• Runoff class: Low
• Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr)
• Depth to water table: About 40 to 72 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available water storage in profile: Moderate (about 7.7 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 2e
• Hydrologic Soil Group: A

Project Tracking No. (Int—d Use)
16-12-0028
NOW
.E 'M091 HISTORIC ARCHICTECTURE AND LANDSCAPES
NO SURVEY REQUIRED FORM
This form only pertains to Historic Architecture and Landscapes for this project. It
is not valid for Archaeological Resources. You must consult separately with the
Archaeology Group.
PRO.IECT INFORMATION
Project No:
County:
Onslow
WBS No.:
17BP.3.R.55
Document
Type:
MCC
Fed. Aid No:
Funding:
Z State Federal
Federal
Permit(s):
Z Yes No
Permit
T e(s):
USACE
Project Description:
Replace Bridge No. 13 on SR 1434 (Belgradc-Swansboro Rd) over Grants Creek
SUMMARV nF HTWORIC ARCHICTF.CTURF, AND LANDSCAPES REVIEW
Description of review activities, results, and conclusions:
Review of HPO quad maps, relevant background reports, historic designations roster, and
indexes was undertaken on January 10, 2017. Based on this review there are no NR, DE, LL, SL,
or SS in the Area of Potential Effects (APE). There are two standing structures in the APE other
than the bridge. Property No. 1 is a mobile home. Property No. 2 was built in 1962 and is
undistinguished by type, style, and building materials. Onslow County Bridge No. 13, built in
1956, does not exemplify any distinctive engineering or aesthetic type and is not eligible for the
National Register of Historic Places. No survey is required.
Why the available information provides a reliable basis for reasonably predictiniz that there
are no unidentified significant historic architectural or landscape resources in the project
area:
Using HPO GIS website and county tax data provides reliable information regarding the structures in the
APE. These combined utilities are considered valid for the purposes of determining the likelihood of
historic resources being present.
SUPPORT DOCUMENTATION
®Map(s) ❑Previous Survey Info. ®Photos ❑Correspondence ❑Design Plans
FINDING BY NCDOT ARCHITECTURAL HISTORIAN
Historic Architecture and Landscapes -- NO SURVEY REQUIRED
lot .-,
.
NCDOT Archite tural Hist lan Date
Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects as Quat#led Ur the 2007 Progranunatk Agreenrerjk
Page 1 of 4 (` ` `,�/

Historic Architecita-e and Lantdscapes NO SURVEY REQUIRED Jornn Jor Minor Transportation ProJecis as Q alijied in the 1007 Programma0c Agreement.
Page 2 of 4

Onslow County Bridge No. 13
Property 1
Historic Architechve acid Landscapes NO SURVEY REQUIREDform for Minor Transportation Projects as Qualified in the 2007 Prograaaatic Agreement.
Page 3 of 4e'e�
,, t`AQ

Property 2
Historic Architecture and Landscapes NO SURVEY REQUIRED form for Minor Transportation Projects or Qral ykd in toe 1007 Programreatic Agreement.
Page 4 of 4

Onslow Bridge 13 - Vicinity Map
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Asr Station . _ �•�
New live r
December 19, 2016
NR Points
* NRHD Center Point Boundary of Destroy�l
• NR Individual Listing ''
NR Boundaries
Iwm
• NR Listing, Gone F-1 National Register Boundary 2018
MHD CITY
1:246,765
0 2 4 8 mi
0 3.25 6.5 13 km
Sources Esn, HERE, Del-orme. USGS, Irrermap. INCREMENT P, NRCan
Esri Japart WTI, Esn Chra (Hong Kong), Esri Kcfea, Esn (Thailand),
9

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.a`t�', �O/nf, IY �.. Sf� r 1. -/, � `,`� � •�� i Ili' `; '•�•;' � 4!h„ /,'i:• T =
14
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Z Z

December 19, 2016
NR Points
! NR Individual Listing
i NR Listing, Gone
Onslow Bridge 13 -Aerial Map
yk NRHD Center Point a Boundary of Destroyed/Ren �
NR Boundaries
aFR32018
Q National Register Boundary ��++ 7
""y � a�d`/ � s `
'�H® C1TY
1:1,928
0 0.015 0.03 0.06 mi
0 0.025 0.05 0.1 km
Source: Esri, DigtalGlobe, GeoEye, Earthstar Geographcs, CNES/Airbus
DS, USDA, USGS, AeroGRID, IGN, wdthe GIS User Communty

North Carolina Department of Transportation
hu tri i t.,\ . to •r
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.07; Released October 2016) FOR NCDOT PROJECTS
WBS Element: 17BP.3.R.55 TIP No.: SF-660013 County(ies): Onslow Page 1 of 1
General Project Information
WBS Element:
17BP.3.R.55 ITIP Number: SF-660013 Project T e: Bridge Replacement Date: 2/12/2018
NCDOT Contact:
Jon Moore, PE
Contractor / Desi ner:
Richard Bollinger, PE
Address:
1020 Birch Ridge Drive
Raleigh, NC 27610
Address:
8521 Six Forks Rd. Suite 400
Raleigh, NC 27615
Phone:
919 707-6738
Phone:
919 926-4105
Email:
Imoore6 ncdot-g ov
Email:
Rlchard.Bollln ercursanah.com
City/Town:
N/A
Coun ies :
Onslow
River Basins :
White Oak
ICAMA County?
I Yes
Wetlands within Project Limits?
Yes
Project Description
Project Length (lin. miles or feet):
800 ft. -Surrounding Land Use: JWoods / Residential
Proposed Project
Existing Site
Project Built -Upon Area ac.
0.5 ac.
0.5 ac.
Typical Cross Section Description:
Two 11' lanes with 2' full depth paved shoulders, 6' total shoulder width (9' total shoulder
width with guardrail)
Two 10' lanes with 4' to 6' shoulders
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: N/A Year: N/A
Existing: 2300 Year: 2013
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
This is a bridge replacement project. Existing bridge 013 is 3 span @ 30'-2". Proposed bridge 013 is 1 @ 70'; 1 @ 30' Cored Slab. The Proposed bridge location and length will
provide a setback from the banks and remove a bent from the stream. The proposed bridge will not have any deck drains. The only proposed pipe outlet is not near any
wetlands or jurisdictional streams.
NCDOT will attempt to avoid and minimize impacts to streams to the greatest extent practicable during project design.
RsL"ii V
APR 13 2018
®cry4o A4111)C.
Waterbody Information
Surface Water Body (1): Grants Creek
NCDWR Stream Index No.:
20-14-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Class C
Supplemental Classification:
None
Other Stream Classification:
None
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
N/A (no NRTR for this project)
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
I Yes
IDeck Drains Discharge Over Buffer? INo
Dissipator Pads Provided in Buffer? I N/A
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)
1�
rY

STATE OF NORTH CAROLTNA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 13, 2018
Jeffrey N. Bailey
1047 W. Corbett Ave.
Swansboro, NC 28584
Dear Mr. Bailey:
JAMES H. TROGDON,ID
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to replace Onslow Bridge Number 660013 on SR 1434 Belgrade Swansboro Rd in Onslow
County. This bridge spans Grants Creek and is located 0.53 mile south of SR 1435 Brighttown Rd.
The attached plan sheets and application depict the proposed bridge replacement. Please indicate
your position or viewpoint on the proposed project and return the completed form and any
comments to: Mr. Stephen Lane, Division of Coastal Management, 400 Commerce Ave.,
Morehead City, NC 28557 or call [phone].
Should you have objections to the project, your comments must be received within 10 days of
receipt of this notice. No response within 10 days will be considered the same as no objection if
you have been notified by certified mail.
Sincerely,
ktL Mason Herndon
U Environmental Program Supervisor, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Date
ENE"""
ocW1® MHO C'Ty
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 13, 2018
April and Richard Edgar, Jr.
906 Ramsey Rd.
Jacksonville, NC 28546
Dear Mr. and Ms. Edgar:
JAMES H. TROGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to replace Onslow Bridge Number 660013 on SR 1434 Belgrade Swansboro Rd in Onslow
County. This bridge spans Grants Creek and is located 0.53 mile south of SR 1435 Brighttown Rd.
The attached plan sheets and application depict the proposed bridge replacement. Please indicate
your position or viewpoint on the proposed project and return the completed form and any
comments to: Mr. Stephen Lane, Division of Coastal Management, 400 Commerce Ave.,
Morehead City, NC 28557 or call [phone].
Should you have objections to the project, your comments must be received within 10 days of
receipt of this notice. No response within 10 days will be considered the same as no objection if
you have been notified by certified mail.
Sincerely, p
�c. Mason Herndon
U Environmental Program Supervisor, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Caslomer Service: 1-877-3684968
lVebsile: www.ncdot.gov
Date
Aar 32018
AHD CITY
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 13, 2018
Frank A. Jones, Jr.
1662 Belgrade Swansboro Rd.
Maysville, NC 28555
Dear Mr. Jones:
JAMES H. TROGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation. (NCDOT)
plans to replace Onslow Bridge Number 660013 on SR 1434 Belgrade Swansboro Rd in Onslow
County. This bridge spans Grants Creek and is located 0.53 mile south of SR 1435 Brighttown Rd.
The attached plan sheets and application depict the proposed bridge replacement. Please indicate
your position or viewpoint on the proposed project and return the completed form and any
comments to: Mr. Stephen Lane, Division of Coastal Management, 400 Commerce Ave.,
Morehead City, NC 28557 or tali [phone].
Should you have objections to the project, your comments must be received within 10 days of
receipt of this notice. No response within 10 days will be considered the same as no objection if
you have been notified by certified mail.
Sincerely, '',,11
Auovel °'4 �'"'4�
Mason Hemdon
Environmental Program Supervisor, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Cusloner Service: 1-877-368-4968
Websire: wAmncdot.sov
Date
�jECJVE®
a; 1; 3 Z018
,tsar �® CITY
Location:
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 13, 2018
Linda and Floyd Moody, Jr.
1651 Belgrade Swansboro Rd.
Maysville, NC 28555
Dear Mr. and Ms. Moody:
JAMES H. TROGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to replace Onslow Bridge Number 660013 on SR 1434 Belgrade Swansboro Rd in Onslow
County. This bridge spans Grants Creek and is located 0.53 mile south of SR 1435 Brighttown Rd.
The attached plan sheets and application depict the proposed bridge replacement. Please indicate
your position or viewpoint on the proposed project and return the completed form and any
comments to: Mr. Stephen Lane, Division of Coastal Management, 400 Commerce Ave.,
Morehead City, NC 28557 or call [phone].
Should you have objections to the project, your comments must be received within 10 days of
receipt of this notice. No response within 10 days will be considered the same as no objection if
you have been notified by certified snail.
Siinnc�e_rely, - ' /�
Mason Herndon r
Environmental Program Supervisor, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647
Telephone: [phone]
Fax: [phone]
Customer Sen-ice: 1-877-3684969
Website: www.ncdot.gov
Date
E-CEIVED
ocm_ MHQacaaITy
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
March 13, 2018
Louisa and Nathan Newton
1683 Belgrade Swansboro Rd.
Maysville, NC 28555
Dear Mr. and Ms. Newton:
JAMBS H. TROGDON, III
SECRETARY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to replace Onslow Bridge Number 660013 on SR 1434 Belgrade Swansboro Rd in Onslow
County. This bridge spans Grants Creek and is located 0.53 mile south of SR 1435 Brighttown Rd.
The attached plan sheets and application depict the proposed bridge replacement. Please indicate
your position or viewpoint on the proposed project and return the completed form and any
comments to: Mr. Stephen Lane, Division of Coastal Management, 400 Commerce Ave.,
Morehead City, NC 28557 or call [phone].
Should you have objections to the project, your comments must be received within 10 days of
receipt of this notice. No response within 10 days will be considered the same as no objection if
you have been notified by certified mail.
Sincerely,
Mason Herndon
Environmental Program Supervisor, NCDOT — Division 3
I have no objection to the proposed project as described in this correspondence.
I have an objection to the project as presently proposed and have enclosed comments.
Signature
Print Name
Phone Number with Area Code
Alailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429.5647
Telephone: [phone]
Far: [phone]
Customer Service: 1-877-369 4968
Website: www.ncdot.gov
Date
APR _�;� 2018
5301 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429.5647

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
March 13, 2018
Linda and Floyd Moody, Jr.
1651 Belgrade Swansboro Rd.
Maysville, NC 28555
Dear Mr. and Ms. Moody:
JAMES H. TROGDON, lII
SECRETARY
MAR 2 6 2018
DCM- MHD CITY
As required by the NC Division of Coastal Management Regulations, you are being notified as an
adjacent riparian property owner that the North Carolina Department of Transportation (NCDOT)
plans to replace Onslow Bridge Number 660013 on SR 1434 Belgrade Swansboro Rd in Onslow
County. This bridge spans Grants Creek and is located 0.53 mile south of SR 1435 Brighttown Rd.
The attached plan sheets and application depict the proposed bridge replacement. Please indicate
your position or viewpoint on the proposed project and return the completed form and any
comments to: Mr. Stephen Lane, Division of Coastal Management, 400 Commerce Ave.,
Morehead City, NC 28557 or call [phone].
Should you have objections to the project, your comments must be received within 10 days of
receipt of this notice. No response within 10 days will be considered the same as no objection if
you have been notified by certified mail.
Sincerely,
Mason Herndon
Environmental Program Supervisor, NCDOT — Division 3
have no objection to the proposed project as described in this correspondence.
1 have an objection to the project as presently proposed and have enclosed comments.
Signature Date
Print N�
�/D.,--� 5-' -�-ZCZ0
Phone Number with Area Code
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BARBADOS BOULEVARD
DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 CASTLE HAYNE, NC 28429-5647
5501 BARBADOS BOULEVARD
CASTLE HAYNE, NC 28429-5647 Website: www.ncdot.gov