57910_NC DOT_20110729

❑'AMA / ❑ DREDGE & FILL
GENERAL PERMIT
I❑New ❑Modification ❑Complete Reissue El Partial Reissue
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCf
Applicant Name
Address
City
State ZIP
Phone # O
Fax # ( )
Authorized Agent
❑ CW
❑ EW ❑ PTA ❑ ES ❑ PTS
Affected
AEC(s): ❑ IDEA
❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS:
❑ FC:
ORW: yes / no
PNA yes / no Crit.Hab. yes / no
Previous permit #
Date previous permit issued
❑ Rules
Project Location: County
Street Address/ State Road/ Lot #(s)
Subdivision
City. ZIP
Phone # () River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
Type of Project/ Activity
(Scale: )
Pier (dock) length
Platform(s)
Finger pier(s)
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
--
-
-
N.
}
J
^3
-
,
Shoreline Length
SAV: not sure yes no
Sandbags: not sure yes no '-
Moratorium: n/a yes no
Photos: yes no
Waiver Attached: yes no,;
A building permit may be required by: I` See note on back regarding River Basin rules.
Notes/ Special Conditions
Agent or Applicant Printed Name f i°
Permit Officer's Signature
Signature Please read compliance statement on back of permit
Issuing Date
Application Fee(s) Check # Local Planning,lurisdiction
Expiration Date
Rover File Name

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 [)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:
❑F J] 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 Quality. Contact the Division of Water Quality 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
Raleigh Office Morehead City Headquarters
Mailing Address: 400 Commerce Ave
1638 Mail Service Center Morehead City, NC 28557
Raleigh, NC 27699-1638 252-808-2808/ 1-888-4RCOAST
Location: Fax: [phone]
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax:[phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax:[phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below New River Inlet- and
Pender Counties)
Revised 08/09/06

Beverly Eaves Perdue
Governor
August 1, 2011
Aria
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
James H. Gregson
Director
NCDOT
c/o Clay Willis
113 Airport DR., Suite 100
Edenton, N.C. 27932
Dear Mr. Willis:
Dee Freeman
Secretary
Attached is General Permit #57910C to construct a 21' X 55' bridge to replace the existing 15' X 30' bridge
located on SR 1147, in Scranton, North Carolina.
In order to validate this permit, please sign the permit as indicated. Retain the white copy for your files and
return the signed yellow and pink copies to us in the enclosed, self-addressed envelope. If the signed permit
copies are not returned to this office before the initiation of development, you will be working without
authorization and will be subject to a Notice of Violation and subsequent civil penalties.
We appreciate your early attention to this matter.
Sincerely,
Stephen Lane
Coastal Management Representative
SL/rcb
Enclosures
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally

,d RECEIVED
i JUL 0 8 2011
DCM-MHD CITY
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Beverly E. Purdue Gene Conti
GOVERNOR SECRETARY
July 5, 2010
Stephen Lane
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
Dear Mr. Lane,
The NCDOT request the issuance of a General Permit .2300 for bridge replacement # 44 on SR
1147 (Sandy Point Rd) over Allison Creek in Hyde County. The bridge is located on SR 1147
approximately 0.78 miles from the intersection of SR 1146. The bridge spans Allison Creek, which is a
tributary to the Pungo River. Allison Creek is classified by DWQ as class "SA, HQW, NSW" waters and
also designated as Primary Nursery Area. The current bridge is a 30 ft. long X 15 ft. wide one lane bridge
comprised of a wooden deck, rails, support piles and bents. This bridge will be completely removed
following NCDOT guidelines for bridge demolition found in the NCDOT BMP manual for construction
and maintenance activities. The new structure will be comprised of precast concrete piles, support bents and
bridge deck. This structure has been designed at 55 ft. and widened to 21 ft. The additional length improves
hydrologic conveyance along Allison Creek and the additional width will allow for two travel lanes,
meeting current design standards and improving safety. Minor roadway approach widening will be
conducted to safely transition the road surface into the new bridge width. The minor widening will result in
704.46 sq. ft. (0.016 acres) of coastal wetland impacts and 731.5 sq. ft (0.017 acres) of surface water
impacts. This road will be temporarily closed during the replacement of the bridge structure. Coordination
with affected landowners has taken place. There currently are no permanent residents living beyond the
bridge. The permit can be charged to WBS# IC.048059.
Included with this letter are the location map, permit drawings, and MP Forms. If you have
questions please call me at [phone].
Sincerely,
Jerry Jennings
Division One Engineer/
Clay Willis
�/
Division One nvir nmental Officer
113 Airport Dr., Suite 100, Edenton, NC 27932 — Phone: [phone] Fax: [phone]

Bridge Replacement # 44 on SR 1147 Sandy Point Rd r" RECEIVED
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Bridge # 44 11 s.
Lat.36.44880
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1 1 1 1 1

DO MP-1
APPLICATION for
Major Development Permit
(last revised 12/27/06)
DECEIVED
JUL 0 8 201
DCM-MHD Cl -
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
N.C. Department Of Transportation
Project Name (if applicable)
Bridge # 44 on SR 1147 (Sandy Point Rd)
Applicant 1: First Name
Clay
MI
Last Name
Willis
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
113 Airport Road, Suite 100
PO Box
City
Edenton
State
NC
ZIP
27932
Country
Phone No.
252 - 482 - 7977 ext.
FAX No.
252 - 482 - 8722
Street Address (if different from above)
City
State
ZIP
Email
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>
252 80 -2808 — 1-888- COA T . yr rw .nccoa tal€nana erne at,aet

Form DCM MP-1 (Page 2 of 5)
RECEIVEl- APPLICATION for
Major Development Permit
JUL 0 8 2011
3. Project Location
County (can be multiple)
Street Address DCM-MHD
CSTaYe Rd. #
Hyde
SR 1147, 0.75 miles from the intersection of SR 1146
SR 1147
Subdivision Name
City
State
Zip
Scraton
NC
27875 -
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
Tar -Pamlico
Smith 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
Pungo 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.
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
60'
36000
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4 ❑NHW or ®NWL
e.
Vegetation on tract
Various roadside grasses on a maintained shoulder, adjacent wetland contains spartina patens, spartina cynosuroides,
distichlis spicata, Juncus roemerianus.
Adjacent woodland is primarily loblolly pine plantation.
f.
Man-made features and uses now on tract
SR 1147 Sandy Point Rd
g.
Identify and describe the existing land uses admacent to the proposed project site.
Adjacent land use is currently pine plantation. Some adjacent tracks of land are subdivided for development, however
remain mostly in timber.
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?
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?
<Form continues on next page>
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)
S - 05- a3 .. 1-888-4R A ` , www,nccaastalr a qement.nvt

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
MVrr DIevvelloopment Permit
ECE
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
JUL C 8 2011
DCM-MHD CITY
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.
Provide safe transportation along SR 1147 by replacing an existing bridge crossing over Allison Creek. SR 1147 is the only
access road to land beyond Allison Creek.
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.
The bridge will be replaced using top down construction techniques utilizing precast concrete structures (pi les,caps,deck).
The new bridge will be replaced on its existing alignment, with additional width to allow for two way traffic. The current bridge
is single lane. The bridge will be constructed using a crane, excavator, dumptrucks, pavers and various other types of
equipment.
d.
List all development activities you propose.
The existing single lane 30' long x 15.5' wide wooden bridge will be entirely removed using NCDOT guidelines for bridge
removal. The new bridge will increase the horizontal floodway by extention to a 55' long x 21' wide bridge. The new bridge
will consist of 1 concrete span supported by concrete end bents and girders. This bridge will be replaced on the existing
alignment, causing a temporary road closure. Traffic will not be able to be detoured. SR 1147 is the only road accessing
property beyond the bridge. There currently are no year around residents living in the area beyond the bridge. All landowners
have been notified of the bridge replacement and road closure. Hyde county government has also been notified of the
closure. The approximate time of road closure will be around 45 days. Road work associated with the bridge replacement
has been minimized and designed to make bridge approaches safe. Wetland and surface water impacts associated with the
bridge replacement have been avoided and minimized to the maximum extent practicable. The resulting impacts are 731.50
s . feet of surface water impact and 704.46 s . feet of wetland impact.
e.
Are the proposed activities maintenance of an existing project, new work, or both? Maintenance of an existing bridge.
f.
What is the approximate total disturbed land area resulting from the proposed project? 12000 ®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.
Surface runoff from the unpaved roadway of SR 1147.
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 ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
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.
2 2-8 -2 08 - 1- 8 - a, wrw.nccoastal rsa ernPPit.net

RECEIVED
Fora DCM MP-1 (Page 4 of 5) APPLICATION for
JUL 0 8 20IMajor Development Permit
a. A project narrative. DCM-MHD CITY
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 Calvin B. Davis
Phone No.
Address19770 U.S.264
Swan Quarter, NC 27885
Name Robert E. Daniels, (Heirs)
Phone No.
Address 102 Penchant Ct.
Cary, NC 27513
Name Joseph E. Phillips, II
Phone No.
Address 1160 Porters Ridge
Greenville, NC 27858
Name Patrick Sheehan
Address 711 Laurel Drive
Aiken, SC 29801
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
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

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
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 („ � 1 1 � Print Name Clay Willis, Environmental Officer
Signature (f'" v
r RECEIVED
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts JUL U 8 201
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information DCM-MffD CITY
252-808-2 -888-4 T — www.nccoastalmanagement.net

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
RECEIVED
JUL 0 8 2011
DCM-MHD CITY
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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization)
Length
Width
Avg. Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1. EXCAVATION ❑This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards.
C. (i) Does the area to be excavated include coastal wetlands/marsh d. High -ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 12.14 cubic yards
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑Sg Old approach fill behind the existing headwalls will be
removed and excavated to an adjacent wetland elevation.
OWL ®None This will result in 328 sq. feet of wetland / flood plain
(ii) Describe the purpose of the excavation in these areas: restoration.
2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA ❑Yes [:]No ❑NA
(ii) If no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ❑Yes ❑No ❑NA
or other wetlands (WL)? If any boxes are checked, provide the
(ii) If yes, how much water area is affected?
number of square feet affected.
[_]CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
2 s2-808.2808 .< - 8-44Ft T .re co, Qua c rxaen .r �'c: v�sed. •I2? 1,0

C - (Excavation c Phil, Page 2 of 3)
RECEIVED
3. SHORELINE STABILIZATION ❑ s t.on not applicable
(If development is a wood groin, use MP-4 — Structures) t`. FJ U L
a. Type of shoreline stabilization: b. Length: 155 ft.
❑Bulkhead ®Riprap ❑Breakwater/Sill ❑Other: Width: 3 - 8 ft (varies alo_g er nntt raM Fg"?shoulder)
c. Average distance waterward of NHW or NWL: 5'. d. Maximum distance waterward of NHW or NWL: 9'
e. Type of stabilization material:
Class II Rip -Rap
g. Number of square feet of fill to be placed below water level
Bulkhead backfill Riprap 731.5 Sq. ft.
Breakwater/Sill Other
i. Source of fill material.
commercial supplier
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No RNA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Type II Rip -Rap associated with end bent protection and road
shoulder protection
4. OTHER FILL ACTIVITIES El This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No ®NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes,
(ii) Amount of material to be placed in the water
(iii) Dimensions of fill area
(iv) Purpose of fill
suomergea aquatic vegetation (Z)MV), snen uvuuni k0D), ui
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
ECW 706.46 ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the fill in these areas:
Fill is being placed in wetlands to accommodate for a wider
bridge approach, which is designed to meet safety standards
for the new bridge. Wetland fill was minimized to the maximum
extent practicable.
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
NCDOT will follow Best Management Practices for Soil and crane, excavator, dump trucks, backhoe, paving equipment
Erosion Control and follow guidelines established by the
Sediment and Pollution Control Act.
c. (i) Will navigational aids be required as a result of the project?
[]Yes ®No ❑NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No ❑NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Date 11AC�/� W S p
Bridge # 44 on SR 1147 (Sandy Point Road) plicant Name
Project Name
52-808- 808 : i-888 AST -. www cc s l. revi- ed- '32i S; 6

` RECEIVED a
t
Form DCM MP-5
JUL 0 8 2011
BRIDGES and CULVERTS
DCM-MHD CITY
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/Government ❑Private/Community Allison Creek, which is a tributary to the Pungo River
c. Type of bridge (construction material): d. Water depth at the proposed crossing at NLW or NWL:
single span cored slab concrete bridge 3-4 feet
e. (i) Will proposed bridge replace an existing bridge? ®Yes ❑No f.
If yes,
(ii) Length of existing bridge: 30 ft.
(iii) Width of existing bridge: 15.0 ft.
(iv) Navigation clearance underneath existing bridge: 1.0 ft.
(v) Will all, or a part of, the existing bridge be removed?
(Explain) All of the existing bridge will be removed
and replaced with a new structure
g. Length of proposed bridge: 55 ft.
i. Will the proposed bridge affect existing water flow? ®Yes ❑No
If yes, explain: The new bridge is longer, which increases
hydraulic opening, allowing high water flows to
function within the floodplain.
(i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert: n/a
(iii) Width of existing culvert: n/a
(iv) Height of the top of the existing culvert above the NHW or
NWL: n/a
(v) Will all, or a part of, the existing culvert be removed?
(Explain) n/a
h. Width of proposed bridge: 21 ft.
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
k• Navigation clearance underneath proposed bridge: 1.8 ft. I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ®No
If yes, explain: n/a
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands: n/a
waters? ❑Yes ®No
If yes, explain:
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: n/a b. Water body in which the culvert is to be placed:
< Form continues on back>
c. Type of culvert (construction material):
2 52-808-2€ 08 ;; 1-888-4RCOAST ra vu cccs��f tee a� revised. 012 106

r - (Bridges and Culverts, Prigs 2,of
d. (i) Will proposed culvert replace an existing bridge?
❑Yes ❑No
If yes,
(ii) Length of existing bridge: n/a
(iii) Width of existing bridge: n/a
(iv) Navigation clearance underneath existing bridge: n/a
(v) Will all, or a part of, the existing bridge be removed?
(Explain) n/a
f Length of proposed culvert: n/a
h. Height of the top of the proposed culvert above the NHW or NWL.
n/a
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain: n/a
RECEIVED
e. (i) Will proposed culvert replace fexisting culvert?
Yes ❑No
If yes, JUL 0 8 20V
(ii) Length of existing culvert(4: n/a
(iii) Width of existing culvert(s: n%CM-MHD CITY
(iv) Height of the top of the existing culvert above the NHW or
NWL: n/a
(v) Will all, or a part of, the existing culvert be removed?
(Explain) n/a
g. Width of proposed culvert: n/a
i. Depth of culvert to be buried below existing bottom contour.
n/a
k. Will the proposed culvert affect existing water flow?
❑Yes ❑No
If yes, explain: n/a
3. EXCAVATION and FILL El This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any b. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW 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: ❑WL ®None
(v) Amount of material to be excavated in cubic yards:
(ii) Describe the purpose of the excavation in these areas:
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: 19'
(iii) Avg. width of area to be excavated: 17'
(iv) Avg. depth of area to be excavated: 1_5'
(v) Amount of material to be excavated in cubic yards: 17.9
-808- 013 :: 1-8—4RCOAS r .rac�sa� F p�t�nt, �� r�evised.10,,2610

Form DCM MP-S (Bridges and Culverts, Page 3 of
Fw-. RECEIVED
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 site
JUL 0 8 201:1
(ii) Dimensions of the spoil disposal area: n/a
(iii) Do you claim title to the disposal area? ❑Yes El No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No DCM-MHD CITY
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), 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 NWL? ? ❑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 NWL? ®Yes ❑No
If yes,
(ii) Avg. length of area to be filled: 155'
(iii) Avg. width of area to be filled: 4 to 5'
(iv) Purpose of fill: widening for bridge approach work and
riprap for bank stabilization
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: 30
(iii) Avg. width of area to be filled: 20
(iv) Purpose of fill: roadway bridge approaches, shoulder
reconstruction
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ❑Yes ®No
If yes, explain:
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
(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
(WL)? If any boxes are checked, provide the number of square
feet affected.
NCW 706.46 sq. ft. ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Fill is being placed to establish bridge approaches that
will meet current safety standards for the new structure.
Rip -rap fill will also provide shoreline erosion protection
and help stabilize the bank.
b. Will the proposed project require the construction of any temporary
detour structures? ❑Yes ®No
If yes, explain: Project will temporary close the road for
approximately 45 days during the bridge structure
replacement.
< Form continues on back>
26 -S0 - 8 1-888- RCOA S Y' :-. rvv .nCc Sta1M n39or a� nLn?t revise : 10,126/06

V <
c. Will the proposed project require any work channels?
❑Yes ®No
If yes, complete Form DCM-MP-2.
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
crane, excavator, backhoe, dumptrucks, paving equipment
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ®Yes ❑No
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Date
Bridge # 44 on SR 1147 (Sandy Point Road)
Project Name
A / p
plicant Name
Clay Willis - NCDOT D' ision 1
plicant Signature
RECEIVED
d. How will excavated or fill mated be kept on site and erosion
controlled? tt
NCDOT will follow BMP's &fguJWIIDeO fgr 49illnd Erosion
Control
DCM-MHD CITY
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 ;: 1-8,3 AitCO7 st rpva�.e ; 0 1€ 6

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
LISPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DEPT OF TRANSPORTATION
DIVISION OFFICE RECEIVED
113 AIRPORT DRIVE, SUITE 100
EDENTON, NC 27932
COURIER:10-51-02 JUL 0 8 2011
DCM-MHD CITY
UNITED STA'E Ib `1`, t SERVRG
S 4
it off" .:
• Sender: Please print your name, address, and ZIP+4 in this box •
NC DEPT OF TRANSPORTATION
DIVISION OFFICE RECEIVED
AIRPORT DRIVE, SUITE 100
EDENTON, NC 27932
COURIER:10-51-02 JUL 0 8 2011
} } ) DCM-MHD CITY .I
r4irlrrtilrrirtttlrri 4l ri rrl, riri rtirri ltrr2, It [llr![rrl lrrE it --�/'�� _
lam;._T"• 4.d;'v�_• - 4,i:.E
UNITED STATES POSTAL SERVICE.
It
• Sender: Please print yotlr name, address, and ZIP+4 in this box •
NC DEPT OF TRANSPORTATION
DIVISION OFFICE RECEIVED
113 AIRPORT DRIVE, SUITE 100
EDENTON, NC 27932
COURIER:10-51-02 JUL 0 8 2011
DCM-MHD CHPY
.. i ii,rtrtltlrrirt.4llrrltirlrrl,rl r,i „ rl,,, rr,, fill rr, i rrl ltr „r

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Joseph E. Phillips II
(Mark Stewart)
1160 Porters Ridge Drive
Greenville, NC 27858
A. Signature
X ❑ Agent
❑ Addressee
B. Received by ( Printed Name) C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Service Type
A Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7009 2820 0003 3738 3906
(Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

■ Complete items 1, 2, and 3. Also complete
item 4 if Restricted Delivery is desired.
■ Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Caivin Davis
19770 US 264
Swan Quarter, NC 27885
A. Signature
❑ Agent
❑ Addres
B. R ceive by ( Printed Name) C. D e of eli�
% I
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
3. ice Type
OCertified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (E)ctra Fee) ❑ Yes
2, Article Number 7009 2820 0003 3738 3883
(Transfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ,

■ Complete items 1, 2, and 3. Also complete A.
item 4 if Restricted Delivery is desired. x
■ Print your name and address on the reverse
so that we can return the card to you. B.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
1. Article Addressed to:
Robert E. Daniels, Heirs
102 Penchant Ct.
Cary, NC 27513
W
Agent
( P(e�(Delivery
D. Is deliveryaddress diffe nt dr 1? ❑ e ��jj
If YES, enter delivery a dr ss belozi�"'
3. Service Type
Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7009 2820 0003 3738 3913
(rransfer from service label)
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540

USPS - Track & Confirm
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Label/Receipt Number: 7009 2820 0003 3738 3890
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We attempted to deliver your item at 2:03 pm on June 14, 2011 in
AIKEN, SC 29801 and a notice was left. You may arrange redelivery by
visiting www.usps.com/redelivery or calling 800-ASK-LISPS, or may pick
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RECEIVED
JUL 0 8 2011
DCM-MHD CITY
http://trkcnfrml.smi.usps.com/PTSIntemetWeb/InterLabellnquiry.do 6/22/2011

La.ne, Stephen
From:
Ward, Garcy
Sent:
Friday, July 15, 2011 1:37 PM
To:
Willis, Thomas C; Shook, Ryan L
Cc:
Biddlecome, William J SAW; Lane, Stephen; Carrillo, Sonia; Ward, Garcy
Subject:
Hyde 34 and 44
Clay,
I've reviewed your applications for the following bridge replacements in Hyde County: Bridge # 34 over Smith Creek on
SR 1148 (DWQ # 11-0586) and Bridge # 44 over Allison Creek on SR 1147 (DWQ # 11-0596). Due to the prevalence of
coastal marsh on all 4 quadrants of these bridges, there are no buffer impacts. Therefore, a Tar -Pamlico Buffer
Authorization is not needed. You may proceed under the conditions of Water Quality Certification # 3687 which
corresponds to the Corps Nationwide Permit 3. Written approval is not necessary for use of this Certification provided
the conditions in the Certification can be met. If any of the conditions cannot be met, written approval may be
required. Let me know if you have any questions. Thanks - Garcy
E-mail correspondence to and form this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Lane, Stephen
From: Lane, Stephen
Sent: Friday, July 22, 2011 1:54 PM
To: Hart, Kevin
Subject: RE: Allison Creek Bridge
Hi Kevin,
Thanks for your input. I will factor it into the permit decisions and conditions.
Stephen
From: Hart, Kevin
Sent: Friday, July 22, 2011 10:50 AM
To: Lane, Stephen
Cc: Deaton, Anne; West, Katy
Subject: Allison Creek Bridge
Stephen,
After speaking to our biologists Allison Creek is a productive nursery area for estuarine species and is designated as a
PNA. Removal of the fill will help to restore the flows in the area during normal periods. These flows and improved water
quality are critical for fishes.
Since this area is an important PNA and there is dense SAV in the area, the NCDMF will also request that all in water
work be performed outside of the April 1 to September 30 moratorium. Working outside of this period will minimize and
avoid impacts of elevated turbidity levels that will have adverse impacts to resident are larval fishes. If you have any more
questions let me know.
Thanks,
Kevin
Kevin Hart
Marine Biologist
Habitat Section
North Carolina Division of Marine Fisheries
943 Washington Square Mall
Washington, NC 27889
252-948-3878
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties unless the content is exempt by statute or other regulation.

,Ip,plicant: QV/ C-
1Date:
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
ternimpacts)amount
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
Dredge ❑ Fill [Both ❑ Other ❑
'3�
% 3Z
u�
Dredge El Fill ❑ Both ❑ Other ❑
0
� �
7 0 %
/►'J�`""~0C
Dredge Q' Fill ❑ Both ❑ Other ❑
!S
Dredge ❑ Fill [Both El El'2
R q O
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
s: _i: �(.^ii Jfi•�ttt': s: ,. .i �ir'� ,,. �1F.iV':Jr.7SCC__.7ai.:?Ii;JA.].w.^..�1,.,,,. aY;'.. i•,��'f -r.,x..7.:: a,:h 1:')�f`,'l; .l li

0
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0
0
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ACKLYVILLE
C — 1146
EN ROJEC
n
cc,
3°Il"A°1['E OF NOIi°][°I-I CAdbOLINA
DIVISION OF HIGHWAYS
45 HYDE CO UNTY
LOCATION. SR 1147 (SANDY POINT RD.) BETWEEN
SR 1146 AND PUNGO RIVER
TYPE OF WORM. BRIDGE REPLACEMENT,
GRADING, BASE & PAVING
R
PROJECT LENGTH Prepored In the Offlce of:
DIVISION OF HIGHWAYS
113 Airport Dr., Edenton NC, 27932
ROADWAY LENGTH STATE PPROJECT #1C.048059 = 170 LF 2006 STANDARD SPECIFICATIONS
STRUCTURE LENGTH STATE PPROJECT #IC.048059 = 55 LF LETTING DATE: W. B. HOBBS, PE
DIVISION PROJECT MANAGER
TOTAL LENGTH STATE PPROJECT °IC.048059 = 225 LF
TBD
CHRIS SLACHTA
DIVISION PROPOSALS ENGINEER
In Te rR —r RErRRENCS n NO
.c. 1C.048059
srwn vRa.ta r. w. rRa.Na osrcRtvnoN
1C.048059 I PE, CONS
ROADWAY DESIGN
ENGINEER
S. P. FENWICK, PLS
RECEIVED
JUL 0 8 2011
DCM-MHD CITY
PRELIMINARY PLANS
Uo NOT USE FOR CONSTRUCTION
DIVISION OF HIGHWAYS
oe xoarq
tt
y, o
`F4r Af TR AN�QOP~'
STATE. OF NORTH CAROLINA

TrN
NOTE
1) FOR SHOULDER WIDTHS SEE CROSS SECTIONS
2) SEE PLANS FOR TAPERS
I
15.25' TO 18.83'
I
VAR. 7'-6" 7'-611 VAR.
o VAR. Cl Cl VAR.
J I LL
Lu LL GRADE Lu
Z O POINT Z 0
_ u-0.08 FT/FT 1 .02 _ .02 0.08 FT/FT =
rL•,� GRADE TO THIS LINE GRADE TO THIS LINE)
?•r'
ORIGINAL T E1
GROUND
TYPICAL SECTION NO. 1
USE AT:
-L- STA. 13 + 50.00 TO -L- STA. 14 + 05.00
-L- STA. 14 + 60.00 TO -L- STA. 15 + 25.00
PAVEMENT SCHEDULE
PROP.
APPROX.
21/2"
ASPHALT CONCRETE
SURFACE COURSE,TYPE SF 9.5A,
cl
TO BE
PLACED IN
TWO
1L " LAYERS, EACH
AT AN AVERAGE RATE OF
137.5
LBS. PER
S0. YD.
PROP.
APPROX.
512"
ASPHALT CONCRETE
BASE COURSE, TYPE B25.06,
E1
AT AN
AVERAGE
RATE
OF 627 LBS. PER
S0. YD.
T
EARTH
MATERIAL.
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
RECEIVED
,X
1
FJUL 0 8 2011
DCM-MHD CITY
r
- -- ORIGINAL
GROUND

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