51045_NC DOT_20080930

I� 1�}-Oc� /S ✓'� -ate, �;
51 04c1
❑CAMA / ❑ DREDGE & FILL
GENERAL PERMIT
Previous permit #
❑New []Modification ❑Complete Reissue
❑Partial Reissue Date previous permit issued
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 NCAC
❑Rules attached.
Applicant Name `
Project Location: County
Address
Street Address/ State Road/ Lot #(s)
City State ZIP
Phone # O ' "' Fax # (J)
Subdivision
Authorized Agent f ' `
City ZIP
❑ CW ❑ EW ❑ PTA ❑ ES ❑ PTS
Phone # ( ) River Basin
Affected
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
Adj. Wtr. Body (nat /man /unkn)
❑ PWS: ❑ FC:
Closest Maj. Wtr. Body
ORW: yes / no PNA yes / no Crit.Hab.
yes / no
Type of Project/ Activity
Pier (dock) length
Platform(s)
Finger pier(s)
(Scale: )
Groin length
number
Bulkhead/ Riprap length
avg distance offshore
max distance offshore
Basin, channel
cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
I
-
' I
i
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: ' ❑ See note on back regarding River Basin rules.
Notes/ Special Conditions
I,
Agent or Applicant Printed Name PermitOfficer's Signature
Signature ** Please read compliance statement on back of permit
Application Fee(s) Check #
Issuing Date Expiration Date
Local PlanningJurisdiction
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 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, certifythatthis project is consistentwith 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 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/ 1-888ARCOAST
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

LAMA / ❑�''bREDGE & FILL No 51045
GFeNERAL PERMIT Previous permit# _
❑Modification ❑Complete Reissue El Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources �j �h
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC L 1 I1 . � --'" 0
ules attached.
Applicant Name C 1:2-�j Project Location: County��fi
Address d V %0 ! Street Address/ State Road/ Lot #}(s)
City'.Gti►-�y% - State C-ZIP
Phone # ( "$ax # ( ) Subdivision
Authorized Agent J aY J o�^X0 rl City 0-4 -4 . zip-, r
FrKCW ❑EW El PTA El ES ❑PTS Phone # ( ) River Basin P htbc- Z)
Affected
❑ OEA :11 HHF ❑ I ❑ UBA C' N/A � � .^� rt �� f �; c (,�
AEC(s): ❑ PWS: ❑FC: Adj. Wtr. Body (nat (man1/unkn)
�%--
ORW: yes / (9 PNA yes / Co)Crit.Hab. yes / no
Closest Maj. Wtr. Body Al V e.,'
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Agent or Applicant"itr?ti£e�.Name
"Please read compliance statement on back of permit's
-kyoo IW85-3*�LC.aI&011-t
Application Fee(s) Check #
PermitOffi er's Signature
q-3Q-3 U Cj
Issuing Date Expiration Date
<�,,4y-,-t X©q 3 o 17 A
Local Planningjurisdiction Rover File Name

A74
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr., Secretary
October 6, 2008
NCDOT
Jay Johnson
PO Box 1587
Greenville, NC 27835
Dear Mr. Johnson:
Attached is General Permit #51045C to construct two 36"x44' culverts to replace two 24"x40'
culverts and one 36"x40' culvert.
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
lsb
Enclosures
400 Commerce Avenue, Morehead City, North Carolina 28557
Phone: 252-808=2808 \ FAX: [phone] \ Internet: www.nccoastalmanagement.net
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled \ 10% Post Consumer Paper

ON MP-1
1. Primary Applicant! Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
SR 1163, Laurel Road, Carteret County
Applicant 1: First Name
Jay
MI
B.
Last Name
Johnson
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
1587
City
Greenville
State
NC
ZIP
27835 1587
Country
us
Phone No. TFAX
252 - 830 - 3490 ext. 248
No.
52 - 830 - 3341
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>
252-808-2808 .. 1-888- RCOAST .. www.ticcoastalmanagement.net

Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address j
State Rd. #
Carteret
SR 1163, Laurel Road
Subdivision Name
City
State
Zip
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Feltons 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
North 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.)
40'
N/A
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)
2.9' ❑NHW or ®NWL
e. Vegetation on tract
Maintained Roadside Grasses
f. Man-made features and uses now on tract
Road
g. Identify and describe the existing land uses adiacent to the proposed project site.
Swamp, Woods, Agricultural Land, and Residential Property
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 NNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. Yes No ZINA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a Yes lZNo UNA
National Register listed or eligible property?
<Fonn 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)

Form DCM MP-1 (Page 3 of•5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
o. Describe existing drinking water supply source.,
N/A
p. Describe existing storm water management or treatment systems. a
N/A Ji
ty
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ElCommercial Public/Government
❑ Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 2@24" x 40' CMP and 1@36"x40' CMP Will Be Replaced By 2@36"x 44' CMP's. The Proposed Pipes Will
Keep The Roadway From Collapsing, Thus Preventing Possible Injury and Death.
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 Existing Pipes Will Be Removed and the Proposed Pipes Will Be Installed. Typical Roadway Construction Equipment
Will Be Used, Including,But Not Limited To Tracked Excavators,Dump Trucks, Flat -Bed Trucks, Back-Hoes,And Boom
Trucks.
d. List all development activities you propose.
Pipe Replacement and Asphalt Patching
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? 240 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area EJYes LJNo IZINA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
N/A
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? UYes MNo EINA
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) — (0 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.

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
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 Edmond Lee Taylor
Phone No. � ;ry1.1
Address 210 Laurel Road Beaufort, NC 28516
SEP 2 3 2008
Name Hezikay Nolan �p
Phone No. Morehead City DCM
Address P.o. Box 2002 Beaufot, NC 28516
Name Matthew Tappero
Phone No.
Address 7013 Martin Point Road Kitty Hawk, NC 27949
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
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 _August 20, 2008 Print Name _Jay Johnson
Signature CIU4,
_
Please indicate application attachments pertaining to your proposed jec .
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information

Form DCM MP-2
EXCAVATION and FILL
(Except for bridges and culverts)
' SEP L 9 2008
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complwweifs.ec)dltyDcM
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
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
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
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of the excavation in these areas:
High -ground excavation in cubic yards.
12. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location oT olSposal area.
C. (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner.
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
(ii) Describe the purpose of disposal in these areas:
area.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ❑No ❑NA
(ii) If yes, where?
f. (i) Does the disposal include any area in the water?
❑Yes ❑No ❑NA
(ii) If yes, how much water area is affected?
3. SHORELINE STABILIZATION ❑This section not applicable
(if development is a wood groin, use MP-4 — Structures)

a. Type of shoreline stabilization:
❑Bulkhead ®Riprap ❑Breakwater/Sill ❑Other:
c. Average distance waterward of NHW or NWL: 2'
e. i ype or staomzation material:
Class B Marl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap 96'
Breakwater/Sill Other
i. Source of fill material.
Clark's Quarry
b. Length: 40' CUUO
Width: 10'
d. Maximum distance wat r9 llav -Y E)CM
f. (i) Has there been shoreline erosion during preceding 12
months?
❑Yes ®No ❑NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Class B Marl
4. OTHER FILL ACTIVITIES ®This section not applicable
(Excluding Shoreline Stabilization)
3. (i) Will fill material be brought to the site? LJYes El No El 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
submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the fill in these areas:
15. 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)?
Silt Fences and TRSC-B's Typical Road Construction Equipment
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.
August 20, 2008
Date
SR 1163, Laurel Road,Pipe Replacement WBS Element Number
2C.016014
Project Name
Jay B. Johnson
plicant Name
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.

I
Form DCM MP-5
BRIDGES and CULVERTS
5 € P 2 3 2008
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to c0A&eall, other seclyo@t ®k4
Application that relate to this proposed project. Please include all supplemental information.
f $R1Qfi.; This section naf appttcatf{e
a. Is the proposed bridge:
❑Commercial ❑Public/Government ❑Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ❑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)
g. Length of proposed bridge:
i. Will the proposed bridge affect existing water flow? ❑Yes []No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
b. Water body to be crossed by bridge:
d. Water depth at the proposed crossing at NLW or NWL:
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:
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ❑No
If yes, explain:
I. Have you contacted the U.S. Coast Guard concerning their
approval? ❑Yes ❑No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ❑Yes [--]No
If yes, explain:
2, CUZI/L1'tTS ❑This section not applicable
a. Number of culverts proposed: 2
b. Water body in which the culvert is to be placed:
LIT to Felton's Creek
< Form continues on back>
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Form O,11 .:S u, i+i>a A+Wviz; d>, it's^ij,>,.Me 7;4 4)
c. Type of culvert (construction material): `v
CMP
d. (i) Will proposed culvert replace an existing bridge?
I■0=0i
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: 44'
h. Height of the top of the proposed culvert above the NHW or NWL.
-0.4
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain:
e. (i) Will proposed culvert replace an existing culvert?
®Yes [--]No
If yes,
(ii) Length of existing culvert(s): 3 40'
(iii) Width of existing culvert(s): 2(aD24" and 1(@36"
(iv) Height of the top of the existing culvert above the NHW or
NWL: 0.4'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the Existing Culverts Will be Replaced
9. Width of proposed culvert: 2(d,)36"
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water flow?
❑Yes ®No
If yes, explain:
IF�XCAVA7/�l�l ��d �� ❑This section not appiicabie `
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: North 6' South 6'
(iii) Avg. width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 2_4'
(v) Amount of material to be excavated in cubic yards: 13
Cubic Yards
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: 40'
(iii) Avg. width of area to be excavated: 12'
(iv) Avg. depth of area to be excavated: 2_9'
(v) Amount of material to be excavated in cubic yards: 52
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
(WL)? If any boxes are checked, provide the number of square
feet affected.
®CW 240 So.Ft. ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Pipe Bedding

't„'rr# OCh"1iii., :.�. (>�����. ,:. Cuttverts:, -,:.y4,
d. If the placement of the bridge or culvert involves any excavation, please complete the following: MOrehead City
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road �1/� ��✓'VI
(ii) Dimensions of the spoil disposal area: 100' x 200'
(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 El 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 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: North 4' South 4'
(iii) Avg. width of area to be filled: 12'
(iv) Purpose of fill: Pipe Bedding
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:
(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 (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
❑WL ®None
(ii) Describe the purpose of the excavation in these areas:
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: If yes, explain:
If this portion of the proposed project has already received
approval from focal authorities, please attach a copy of the
approval or certification.
< Form continues on back>

'srirl'PRh 1I�11.3y+Ei„ MP-5fi (s iidg r sa.ad Page „ I )
c. Will the proposed project require any work channels? d.
❑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)?
Typical Bridge Construction 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.
August 20,2008
..................... .
Applicant Sig
L
I M
How will excavated orPlaterial be kept on site and erosi
controlled?
Turbidity Curtains and Silt Fences will be used to retain
sediment on-sMoreheau c;ir� a
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.

AREA I
60 Sq.Ft COASTAL
WETLAND IMPACTS
55 Sq. Ft.
OPEN WATER IMPACTS
EDMOND LEE TAYLOR
210 LAUREL POAD
BEAUFORT, NC 28516
NO DEED REFERENCE
EXISTING Riw
EXISTING DITCH
EXISTING EP
2.1 MILES TO NC /0/
CAMA GP APPLICATION
PIPE REPLACEMENT
SR 1163, LAUREL ROAD
CARTERET COUNTY
SCALE: P =20'
AUGUST 20,2008
W BS ELEMENT NUMBER: 2C. 0/60I4
EXISTING DITCH
EXISTING 2@24'x4O' CM.
EXISTING EP
PROPOSED SILT FENCE
RrW
AREA 4
60 Sq.Ft COASTAL
WETLAND IMPACTS
55 Sq. Ft.
OPEN WATER IMPACTS
G^1
EXISTING R/W
MATTHEW TAPPERO
7013 MARTIN POINT ROAD
KITTY HAWK,NC 27949
DBK 1170, PG 26
TOTAL:240 Sq. Ft. COASTAL WETLAND IMPACTS
TOTAL.• 220 Sq. Ft. OPEN WATER IMPACTS
20,
HEZIKAY NOLAN
P.O. BOX 2002
BEAUFORT, NC 28516
NO DEED REFERENCE
FOR PERMITTING ONLY
NOT FOR CONSTRUCTION
AREA 2
60 Sq.Ft COASTAL
WETLAND IMPACTS
55 Sq. Ft.
OPEN WATER IMPACTS
N Boo —0/'-06" E
PROPOSED CLASS B STONE EXISTING R/W
"*PROPOSED SILT FENCE
XISTING 36'x4O' CMP
ED 2@ 36"x44' CMP
PROPOSED CLASS B STONE
MATTHEW TAPPERO
70/3 MARTIN POINT ROAD
KITTY HAWK, NC 27949
DBK !l70, PG 26
EXISTING DITCH
1,349.20 FT. TO SR 1300
SR 1163
LAUREL ROAD
EXISTING DITCH
EXISTING R/W
AREA 3
60 Sq.Ft COASTAL
WETLAND IMPACTS
55 Zg. Ft.
OPEN WATER IMPACTS
C) C4
ti

PROJECT N0. 2CA160/4
DATE AUGUST 20,2008
ROAD SR 1163
ROAD NAME LAUREL ROAD
ICOUNTY CARTERET
CROSS SECTION OF
CULVERT CROSSING
REPLACE EXISTING 2@24Mx40' CMP AND
1@36" x4O' WITH PROPOSED 2@36;",x 4,4' CMP
EX/STING 204x 40'CMP �� 93 IV,F6 r d City OCM
AND EXISTING IQ36' x 40' CMP
2.9' 12.51
PROPOSED 2@36' x 44' CUP ROAD
SR //63
2 0' -
3.3' I 12.9'
ma
EXISTING 2024' x 40' CMP
AND EXISTING 1636' x 40' CMP
3 , 3 , PROPOSED 2036' x 44' CMP of
2.4 � w
I o Z z o
W W J
J UJ w CD
W W O
� 7 > S
PROPOSED RIP RAP ® END N "TOP VIEW a `�
OF PIPE
UNDERCUT i z
O
O
r
BACIffILL "OTSCALE'c" ID.
w w
x a w
w w w I
1 EXCAVATION ABOVE NWL:
120'w x 40'L x 2.9'd = 2320 CUBIC FEET
EXCAVATION BELOW NWL:
20'w x 12'L x 2.4'd = 576 CUBIC FEET
86 CUBIC YARDS
co
21 CUBIC YARDS cr
T-
Lai
FINISHED EARTH SLOPE AS REQUIRED
�- PROPOSED RIP RAP @ END
OF PIPE
DITCH

Pipe Replacement, SR 1163, Laurel Road, Carteret
County
Erosion Control Schedule ��- P 2 3 Zoos
• Install erosion/sediment control measures according to plans. Morehi—a d City ®CM
• Grading of slopes; 1.5: 1= stabilize with Class B riprap
• Seed all disturbed areas as soon as final grading is completed.
• Clean out and/or rework all temporary sediment control measures after
significant rainfall event (or as otherwise needed). These measures should be
maintained until a permanent vegetative cover is established and project is
complete
Pipe Installation Schedule
• Install erosion/sediment control devices per plans.
• Remove material while limiting, as much as possible, material and sediment
from entering the stream and/or escaping from the project.
• Prepare pipe foundation while taking care to limit material and sediment from
entering the stream and/or escaping from the project. Where possible new
grade should be below the existing streambed. Bedding material will be washed
stone.
• Place new pipe and compact fill.
• Install slope protection on outlet and inlet ends of pipe (Class B Granite riprap)
• Establish permanent vegetation as soon as possible
• Remove sediment control devices after project has stabilized and permanent
vegetative cover is established.

A al�
L11
LEGEND SHEET
n�
DIFFI FLOW THROUGH WETLA NDVEGEdAiEp UPLANDS BEFORE ENTERING WETLANDS � I
u YPICAL EACH SS SHEWIL EROSION ET
LEGEND.
/ I f
�
t
,w
TEMPORARY ROCK SILT CHECK >
cc
H
TYPE -A UPLANDS w
a
d
4;•''"'
ur
SILT BASIN TYPE B
a)
+
w
LL
o
I
TEMPORARY ROCK SLT CHECK TYPE -A
> I
TEMPORARY ROCK SILT CHECK TYPE-B
'Q
W
OI
w
TEMPORARY SIT PENCE
•LJ
SILT BASIN TYPE-B
z U
-�--4 -y
GRADE BREAK
a w I
III
I
OIRECPON OF FLOW
�
,n�l,,
2 J I
------ WOODSLINE
w
DIFFUSE FLOW
DETAIL
DIFFUSE FLOW
r =rr
NTS
-------- 404 WETLANDS FILL AREA
DITCH C+E
f�
OF PAVMNT
o'
STROCNRAL STONE
NAPE
• zeaHesezcyzeH
ItlS-- NEUSE RIVER RIPARIAN BUFFER
H_
—------- 404 WETLANDS
� -- COASTAL WETLANDS
GL
10 -F�\-�
''--`"''"'''77
O GL
�""-`/7-"�;`/1----OPEN
0 ---- GRASS LINED CHANNEL
WATER IMPACTS
-
x
.. K-CTIDN B-B
K-CTION A -A
EL'IL TEMPORARY ROCK SILT CHECK TYPE —A
PROPOSED SILT FENCE
WETLAND VAR.0'-6'
EDGE OF EXIST, ROAD
UTILITIES LEGEND,
TYPICAL EACH SHEET
•
POWER POLE
AG
©
TELEPHONE PEDESTAL
[�]
CABLE TV PEDESTAL
Q+
SEWER CLEAN OUT
0
WATER VALVE
FIRE HYDRANT
Q
WATER METER
EIPO
EXISTING IRON PIPE
+
PROPERTY CORNER
— L—
PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
Z=
X-SECTION AREA (A) = BD +ZD
TOP WIDTH (T) = B + 2OZ
EXISTING FILL + .
AREA TO BE E
FILLED OR
DISTURBED
FABRIC BURIED BELOW
EXISTING GRAD
UNDISTURBED AREA
SILT FENCE
DETAIL
NTS
PROPOSED SILT FENCE
VAR.O'-6' I WETLAND
(EDGE OF EXIST, ROAD

LEGEND SHEET
I,
4
SEDIMENT CONTRO
I FT. MIN.
WATER FLOW
1 \-�-i c E L POST - 2 FT. DEEP
WOOD POST - 3 FT. DEEP
GENERAL NOTES.
USE NO.3 OR NO.57 STONE FOR SEDIMENT
CONTROL AND PAY FOR AT THE CONTRACT UNIT
PRICE PER TON SEDIMENT CONTROL STONE
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH %4 INCH MESH OPENINGS
INSTALL 5 FT.SELF FASTENER ANGLE STEEL
POST 2 FT. DEEP MINIMUM
INSTALL 6 FT. LONG-3 IN. D/A. WOOD POSTS
•3 FT.DEEP MINIMUM
SPACE POSTS A MAXIMUM OF 3 FT.
TURBIDITY CURTAIN
PUMP
SILT BAG

LAMA GPAPPLICATION
PIPE REPLACEMENT
SR 1163, LA UREL ROAD
CARTERET COUNTY
SCALE: 1 "=20'
AUGUST 20, 2008
WBS ELEMENT NUMBER: 2C. 016014
citvY
�< I � "� • C r��/' i-ate_ _-�..
{ d _ "� C r
R r
OUJfRd
PROJECT
Y=396221.1432
.�, .. tr3 Bcendaln a I i X=2708185.4630
N 34 48 56
nY �� n / it
W
S
E
1 }"� Co,
I
0 1,5003,000 6,000
W 76
-' -
N 34.815556 DEGREES
W 7 DEGREES
.640278
44 • . ne
A
{
Feet
�-
t

d
LAMA GPAPPLICATION
m
0
PIPE REPLACEMENT
SR 1163, LAUREL ROAD
CARTERET COUNTY
SCALE: 1 "=20'
AUGUST 20, 2008
WBS ELEMENT NUMBER: 2C.016014
O o hin W al c
m F
C7
U
m �
� � o
,gyp, �aure, Ftd �
fur Rd
Brenda n
1
N
2
W E �a
N
DCD
e
S
a
co
� a
4
a o
� Q o\,N
a�
.c
0 1,4502,900 5,800 8,700 11,600 SR#1
Feet
PROJECT
Y=396221.1432
X=2708185.4630
N 34A-48'--56"
W 76A-38'--25"
N 34.815556 DEGREES
W 76.640278 DEGREES
Neptune
0
r
v�

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PS Form 3811, February 2004 Domestic Retum Receipt
102595-02-M-1540

UNITED STATES POSTAL SERVICE
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