51038_NC DOT_20080425

El CAMA / ❑ DREDGE & FILL S
GENERAL PERMIT Previous permit#
❑New MModification ❑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 Namef Project Location: County
Address }' Street Address/ State Road/ Lot #(s)
City
State ZIP
Phone # ( ) <`' •
- Fax # ( )
Authorized Agent
❑ CW
❑fW E PTA ❑ ES ❑ PTS
Affected
AEC(s): ❑ OEA
❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS:
❑FC:
ORW: yes / no
PNA yes / no Crit.Hab. yes / no
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
,.:r
Other
I
i
i
r
+�
I
�
I
—
•
�
I
i
Shoreline Length _ i t
SAV: not sure yes sno)
Sandbags: not sure yes t -
Moratorium: n/a yes no
Photos: yes' no
Waiver Attached: yes no'
r l ` See note on back regarding River Basin rules.
A building permit may be required b
8P Y 9 Y 8 8
Notes/ Special Conditions
Agent or Applicant Printed Name
Permit Officer's Signature
N 1
Signature Please read compliance statement on back of permit
Application Fee(s) Check #
Issuing Date Expiration Date
a.
Local Planning Jurisdiction 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 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 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

N° 51038
CAM I1 REDGE & FILL
PE M
GE E L R IT Previous permit #
`3 ❑ odification ❑Complete Reissue []Partial Reissue Date previous permit issued As authori d by t State of North Carolina, Department of Environment and Natural Resources 0 4'7
and the astal sources Commission in an area of environmental concern pursuant to 15A NCAC 1
n uIes attached.
Applic N e �/ t Project Location: County F<p rk � :4 r't
Address o ' Street Address/ State Road/ Lot #(s) -f rL z•^
City ��'ec nvt a State N CZIP ���-3 C �j C . )-;r/1-r A 7J'
Phone # (' 9'3V Fax # (�
Authorized Agent ily �+✓Lro✓1
Affected i 61V [�?E5W [�TA DA-I ❑ PTS
AEC(s): ❑ OEA ❑ HHF ❑ IH ❑ UBA ❑ N/A
❑ PWS: ❑ FC:
ORW: yes / no PNA yes / now Crit.Hab. yes / no
Subdivision
city "e-, A/ e ZIP ..��� /
Phone # (,) River Basin t � r— 4.4-
Ad'. Wtr. Body U'/ '� ��,,'ftI" Grt=�
J y n a t man, u n k n)
Closest Maj. Wtr. Body J Y%„ Y o 6�e e k
NEMESES
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Agent or Applicant Printed Name
Signature ** Please read compliance statement on back of permit
't- oo �,,1$,S' �rlfll,%ll
Application Fee(s) Check #
PermitOffic s Signature
III - d q -is-- o a
Issuing Date Expiration Date
gc.At'jq � 6 • X 031 `f / ` 14
Local Planning Jurisdiction Rover File Name

�CIDWE�
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Diredor William G. Ross Jr., Secretary
April 25, 2008
NC DOT
PO Box 1587
Greenville, NC 27835
Attached is General Permit #51038C and 51039C
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: [phone] t FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal opportunity I Affirmative Action Emofover-50% Recycled 110% Post Consumer Paper

DAM MPA
APPLICKION
Major Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant! Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
Site 3 Pipe Replacement, NC 99, Beaufort 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.
252 - 830 -
3490 ext. 248
FAX No.
252 - 830 - 3341
Street Address (if different from above)
City
State
ZIP
Email
jbjohnson@dot. nc. state. us
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>
252-808-230 3 .. 1-888-4RCOAST .. www.nccoastalma€ agernent.net

Form DCM MP=1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address
State Rd. #
Beaufort
NC 99
Subdivision Name
City
State
Zip
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Tar -Pamlico
Pantego 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 Creek
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 (scift)
30,
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)
2.7' ❑NHW or ®NWL
e.
Vegetation on tract
Maintained Roadside Grasses and Salt Meadow Grass
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 and Woods
h.
How does local government zone the tract?
L 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? OYes ONo,
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. EJYes EJNo ONA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ElYes ZNo EINA
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)

Form DCM MP-T (Page 3 of 5)
APPLICATION for
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
N/A
p. Describe existing storm water management or treatment systems.
N/A
Major Development Permit
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? Commercial Public/Government
O Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 24" x 46' RCP Will Be Replaced By a 30"x 50' Pipe. This Proposed Pipe 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 Pipe Will Be Removed and the Proposed Pipe 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? 425 ®Sq.Ft or OAcres
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.
N/A
i. Will wastewater or stormwater be discharged info —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 NNo ONA
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 tist of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that suc
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 Akbar Ettefagh and Linda Ettefagh
Phone No.
Address 2216 Timberlake Drive, Raleigh,NC 27604
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, None permittee, an
h. Signed consultant or agent authorization form, if applicable.
I
.delineation, if necessary.
AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
of compliance with the N.C. Environmental Policy Act (NCGS3A 1-10)if necessaIftheproject involves expendture
unds 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 .
The project will be subject to the conditions and restrictions contained in the permit. application
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 _March 20, 2008 Print Name _Jay B. Johnson
Signature
Please indicate application attachments pertaining to your pr osed project.
MDCM MP-2 Excavation and Fill Information
DDCM MP-3 Upland Development ®DCM MP-5 Bridges and Culverts
❑DCM MP-4 Structures Information

IFordi ®CM MP-2
EXCAVATION and FILL
(Except for 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.
Describe below the purpose of proposed excavation and/or fill activities. All values should be aiven in fcpf
Access
Channel
(NLW or
NWL
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
Other
(excluding
shoreline
Length
stabilization
Width
Avg. Existing
NA
NA
Depth
Final Project
Depth
NA
NA
1, EXCAVATION
a. Amount of material to be excavated from below NHW or NWL in b.
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:
2. DISPOSAL OF EXCAVATED MATERIAL
a. Location of disposal area. b
a (i) Do you claim title to disposal area?
❑Yes ❑No ❑NA
(ii) If no, attach a letter granting permission from the owner
®This section not applicable
Of material to be excavated.
High -ground excavation in cubic yards.
®This section not applicable
ns of disposal area.
d. (i) Will a dis osal area be available for future maintenance?
❑Yes LJNo ❑NA
(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),
or other wetlands (WL)? If any boxes are checked, provide the ❑Yes ❑No ❑NA
number of square feet affected. (ii) If yes, how much water area is affected?
❑CW ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of disposal in these areas:
3. SHORELINE STABILIZATION
(If development is a wood groin, use MP-4 — Structures) ❑This section not applicable
+v,r4a.7mn.a ao-»...�, a�nr.�.n9 wan4•

Form DCNI ARP-2 JExca atio n and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 30'
[]Bulkhead ®Riprap ❑Breakwater/Sill ❑Other: Width: V
c. Average distance waterward of NHW or NWL: 2' d. Maximum distance waterward of NHW or NWL: 3'
e. Type of stabilization material:
Class B Marl
g. Number of square feet of fill to be placed below water level.
Bulkhead backfiil Riprap 69
Breakwater/Sill Other
i. Source of fill material.
Ciark's Quarry
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)
a. (I) Will fill material be brought to the site? MYes 0 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
submerged aquatic vegetation (5AV), seen 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 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?
Silt Fences and TRSC-B's
backhoe, or hydraulic dredge)?
Typical Road Construction Equipment
c. (i) Will navigational aids be required as a result of the project? d. (I) Will wetlands be crossed in transporting equipment to project
OYes [9No ❑NA site? ❑Yes ®No NA
(ii) If yes, explain what type and how they will be implemented. (ii) if yes, explain No
th t will be taken to avoid or minimize
environmental impacts.
20,
Date
NC 99, Site Number 3,Pipe Replacement WBS Element Number
2.100711
Project Name
Jay B. Johnson
plicant Name
plicant Signa re

Fom ON MP-5
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. E3l IDGES 0This section not applrcabte
a. Is the proposed bridge: b. Water body to be crossed by 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)
9. Length of proposed 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:
L Will the proposed bridge affect existing water flow? ❑Yes ❑ No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ❑Yes [--]No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
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:
-ULVERTS ❑This section not applicable
a• Number of culverts proposed: 1
b. Water body in which the culvert is to be placed:
UT to Pantego Creek
< Forms continues on back>
`T6r:. vk 77r A4000 ,. .,, =k nRk.R%!�d'"t":: ,"R .�"Y' "" :s,"c+w - xe.n—+:o.2—ara ...vx+um.-r q- --*

c. Type of culvert (construction material):
CMP
d. (i) Will proposed culvert 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)
f. Length of proposed culvert: 50'
h. Height of the top of the proposed culvert above the NHW or NWL.
-0.6
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): 46'
(iii) Width of existing culvert(s): 24"
(iv) Height of the top of the existing culvert above the NHW or
NWL: 0.2'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the Existing Culvert Will be Replaced
g. Width of proposed culvert: 30"
i. Depth of culvert to be buried below existing bottom contour.
1'
k. Will the proposed culvert affect existing water Flow?
If yes, explain:
❑Yes ®No
3. 'EXCA t7.g'3ION and ,F L ❑ 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: North 7' South 4'
(iii) Avg. width of area to be excavated: 7'
(iv) Avg. depth of area to be excavated: 2_1'
(v) Amount of material to be excavated in cubic yards: 6 Cubic
Yards
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes El No
If yes,
(ii) Avg. length of area to be excavated: 47'
(iii) Avg, width of area to be excavated: 6'
(iv) Avg. depth of area to be excavated: 227'
(v) Amount of material to be excavated in cubic yards: 48
Cubic Yards
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastaII 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 55 Sa.Ft. ❑SAV ❑SB
OWL ❑N e
(ii) Describe the purpose of the excavation in these areas:
Pipe Bedding

5 tii"r�0ai,�d�d%;�F,'.^a
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Temporary Spoil Area is in the Existing Road
(ii) Dimensions of the spoil disposal area: 100' x 200'
(iii) Do you claim title to the disposal area? ®Yes ❑No (if no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ®Yes ❑No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV OWL OS6 ®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 ONO
If yes,
(h) Avg. length of area to be filled: North 3' South 1'
(III) Avg. width of area to be filled: 7'
(iv) Purpose of fill: Pipe Bedding
9•
a.
(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,
(li) Avg, length of area to be filled -
(III) Avg. width of area to be filled:
(iv) Purpose of fill:
Will the proposed project require the relocation of any existing
utility lines? OYes ®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 (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 excavation in these areas:
b. Will the proposed project require the construction of any temporary
detour structures? Yes ®No
If yes, explain:
t Form continues on back>

Form OCAIA Aj'M:S i'rs rxrW YaazvQ'kws'tAd:CY, Pzlige 4 of 4s)
C. Will the proposed project require any work channels?
E]Yes IZNo
If yes, complete Form DCM-MP-2,
e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
Typical Gridge 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.
March 2o;20.08
Applicant Signature
d. How will excavated or fill material be kept on site and erosion
controlled?
Turbidity Curtains and Silt Fences will be used to retain
sediment on -site
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.

�c
N9� 93f0
AREA I
l0 Sq.Ft COASTAL
WETLAND IMPACTS
40 Sq. Ft.
OPEN WATER IMPACTS
CAMA GP APPLICATION
PIPE REPLACEMENT
NC 99, BEAUFORT COUNTY
SITE NUMBER 3
SCALE:1"=20'
MARCH 2O,2008
WBS ELEMENT NUMBER:2.100711
EXISTING DITCH CAMA FLAGS
COASTAL WETLAND t
BOUNDARY
S - - T - -T- _ s - - L - - Z - - L - -T- - _I
EXISTING 24"x46- RCP
0.2 MILES TO SR 1778
SCHOONER POINT ROAD
COASTAL WETLAND
BOUNDARY
AREA 4
l0 Sq.Ft COASTAL
WETLAND IMPACTS
CAMA FLAGS
PROPOSED TURBIDITY CURTAIN
AKBAR ETTEFA
AND LI NDA ET T ESAG�
2216 TIMBERLAKE R fiWE
RALEIGH, NC 2 00
DBK.I186,PG.3 0
ca
FOR PERM9770G OjVLY
W
NOT FOR CA RU�1ON Q)
AREA 2,,�
25 Sq.Ft COAL
WETLAND IMPACTS
l5 Sq. Ft.
OPEN WATER IMPACTS
PROPOSED CLASS B STONE EXISTING R/W
7 \
1 EXISTING GUARDRAIL
--T --T----L--L_�
PROPOSED SILT FENCE
PROPOSED 50"x50` CUP
ROPOSED CLASS B STONE
EXISTING DITCH
TO BELHAVEN
NC 99
EXISTING R/W
AREA 3
PROPOSED TURBIDITY CURTAIN l0 Sq.Ft COASTAL
WETLAND IMPACTS
30 Sq. Ft. AND UNDAT T EFAGHETTEFAGH 30 Sq. Ft.
OPEN WATER IMPACTS OPEN WATER IMPACTS
2216 TIMBERLAKE DRIVE
RALEIGH, NC 27604
DBK. I186,PG. 366
TOTAL:55 Sq. Ff. COASTAL WETLAND IMPACTS
TOTAL: 95 Sq. Ft. OPEN WATER IMPACTS

PROJECT NO. 2JO0711 CROSS SECTION OF
SITE NUMBER 3 CULVERT CROSSING
DATE MARCH 2O,2008
ROAD NC 99 SITE NUMBER 3
ROAD NAME NC 99
COUNTY BEAUFORT REPLACE 24x46' RCP WITH 30' x 50' CMP
ROAD
NC 99
EXISTING 24 x 46' RCP
�C+c 6' —
2.7' 2.5' NWL
ir
1-- —1, —i�:;' EXISTING 24' x 46' RCP
NC 99
7'
PROPOSED 30' x 50' CMP
L z w
�, z z p
p W WLi
J
J Li
O > > OI
PROPOSED RIP RAP o END �, TOP VIEW
OF PIPE
u-
W z
Z 0 O Ln
7.5' N � x
x p p W
w w w
DITCH PROPOSED PIPE
7.5'
rl I T
EXCAVATION ABOVE NWL:
6'w x 40'L x 2.7'd = 648 SQUARE FEET 24 CUBIC YARDS
I —
EXCAVATION BELOW NWL: N
7'w x 54'L x 2J'd = 794 SQUARE FEET 29 CUBIC YARDS
DITCH
MAR 3 I Z008
FINISHED EARTH SLOPE AS REQUIRED
Mor®heao C'My 0CM
PROPOSED RIP RAP @ END
OF PIPE

Pipe Replacement, Site Number 3, NC 99 Beaufort
County
Erosion Control Schedule
• Install erosion/sediment control measures according to plans.
• 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. � , FP�� ry
MAR .3 1 2008
Moreheau cit.,�(;tv

1 LILT WIN UPS 'I'
q
LEGEND SHEET
DIFFUSE FLOW THROUGH WETLANDS
VEGETATED UPLANDS BEFORE ENTERING WETLANDS I z
\j\ z
I w
f
TEMPORARY ROCK SILT CHECK w
3EMPORA_rTY RWK SILT CHECK TYPE 'H'
DI
/ —EDGE OF PAVEMENT
STRUCTURAL STORE
SLOPE
laom Nic vird
V MIN. NATVRK GROUND
CBM acTTON
YP1 OMN
SOIL EROSION CONTROL LEGM.
TYPICAL EACH SHEET
TYPE -A UPLANDS w a SILT BASIN TYPE B
li TEMPORARY ROCK SILT CHECK TYPE -A
LLI p
Q w TEMPORARY ROCK SILT CHECK TYPE-B
o I pp TEMPORARY SILT FENCE �e�
SILT BASIN TYPE-B I laE�
w I GRADE BREAK
z c>
a �w
W I DIRECTION OF FLOW
a I I I I' ------ WOODSLINE
N
DIFFUSE FLOW DETAIL - DIFFUSE FLOW
NTS-------- 404 WETLANDS FILL AREA
nm
AI°30' --- NEUSE RIVER RIPARIAN BUFFER
—------- 404 WETLANDS
-- COASTAL WETLANDS
10 GL GL ---- GRASS LIKED CHANNEL
---- OPEN WATER IMPACTS
M -
..... .. .....
SECTION S-S
a . u• o,. u• Eu.
a •'
T
SECTION A -A
TEMPORARY ROCK SILT CHECK TYPE -A
PROPOSED SILT FENCE
WETLAND VAR.O'-6'
EDGE OF EXIST. ROAD
EXISTING FILL
2i
UTILITIES LEGEND,
' TYPICAL EACH SHEET
;
POWER POLE
/+--4
7
AG
'
TELEPHONE PEDESTAL
��}
©
CABLE TV PEDESTAL
SEWER CLEAN OUT
®
WATER VALVE
C)
.0
FIRE HYDRANT
Q
WATER METER
EIPO
EXISTING IRON PIPE
+ PROPERTY CORNER
FL- PROPERTY LINE
GRASS -LINED CHANNEL
TRAPEZOIDAL DITCH SECTION
Z-
X—SECTION AREA (A) = BD +ZD
mp WIY1T14 ITI - R 4 9YT7
AREA TO BE 6
FILLED OR F• UNDISTURBED AREA
DISTURBED
a
— a
FABRIC BURIED BELOW
EXISTING GRA
SILT FENCE
DETAIL
NTS
PROPOSED SILT FENCE
VAR.O'-G' WETLAND
EDGE OF EXIST. ROAD

VAf
DIM,
LEGEND SHEET
SPECIAL SEDIMENT CONTROL FENCE
3 FT.
CONTROL STONE
MIN.
4
SEDIMENT CONTRO
I FT. MIN.
WATER FLOW
�I L L B r-U-) - z r i. Uc c r
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 %Q 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

'PIPE REPLACEMENT
NC 99 SITE NUMBER 3
BEA UFORT COUNTY
WBS ELEMENT NUMBER 2.100711
PANTEGO VSGS QUAD MAP
SHEET NUMBER 9 OF THE SOIL SURVEY OF BEA UFORT COUNTY
B dt
SR#170� ch R- ge Rd
a t
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x SITE NUMBER 3
Y= 655907.7015
X= 2698801.5374
�a �z N 35^-31'-46"
"Ott Rd W 76^-39'-04"
N 35.529500 DEGREES
Sidney U W 76.651063 DEGREES
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rn
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O'
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u
PIPE REPLACEMENT
NC 99 SITE NUMBER 3
BEA UFORT COUNTY
WBS ELEMENT NUMBER 2.100711
PANTEGO USGS QUAD MAP
SHEET NUMBER 9 OF THE SOIL SURVEY OFBEAUFORT COUNTY
B
N pi st a ch R'a'9e Ra
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X= 2698801.5374
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l W 76.651063 DEGREES
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■ 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:
Ll �BAQ- F-7-rE-F4c-,4 MAR
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A. Signat, � � Agent
X
" ❑ Addressee
B. e'ved by (Print �y C. Date of Delivery
address differen om item 1? ❑ Yes
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`i ❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number ?006 2760 0003 4827 0?92
(Transfer from service laben 10259502 M 1540
PS Form 3811, February 2004 Domestic Return Receipt
UNITE D SiA'fjSAtt's10''a
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