58853_NC DOT_20110914

i ❑CAFMA / ❑ DREDGE & FILL
GENERAL PERMIT Previous P ermit#
❑New ❑Modification []Complete Reissue ❑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 NCAC
Applicant Name Project Location: County
Address_
State _ ZIP
Phone # O Fax # ( )
Authorized Agent
ElCW EW ❑ PTA
Affected
AEC(s):
ElOEA HHF [IIH
ElPWS: ❑ FC:
ORW:
yes / no PNA yes / no
❑ ES ElPTS
❑ UBA ❑ N/A
Crit.Hab. yes / no
Street Address/ State Road/ Lot #(s)
Date previous permit issued
❑ Rules attached.
Subdivision
City ZIP
Phone # O River Basin
Adj. Wtr. Body (nat /man /unkn)
Closest Maj. Wtr. Body
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
Ir
W
J
j
o
rG
.
1
fill
—
i
- Jit
Shoreline Length _
SAV: not sure yes no
i
Sandbags: not sure yes no �..i
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
Agent or Applicant Printed Name
Permit Officer's Signature
Signature ** Please read compliance statement on back of permit ** Issuing Date
Application Fee(s)
Check # Local PlanningJurisdiction
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 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar - Pamlico River Basin Buffer Rules ❑ Other:
❑ Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-648 [)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

4
20
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue
Governor
September 14, 2011
NCDOT
c/o Jay Johnson
P.O. Box 1587
Greenville, N.C. 27835
Dear Mr. Johnson:
Dee Freeman
Secretary
Attached is General Permit #58853C to replace an existing 48" X 60' culvert at Harbor Drive, Spooners Creek
subdivision, Morehead City, 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
rcb
Enclosures
400 Commerce Ave., Morehead City, NC 28557
Phone: [phone] FAX: [phone] Internet: www. nccoastal management, net
An Equal Opportunity 1 Affirmative Action Employer
NorthCarohna
Naturally

1e0 MI -I
APPLICATION for
Major Development Permit
(last revised 12127106)
n
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
North Carolina Department Of Transportation
Project Name (if applicable)
SR 1297, Harbor Drive 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
I 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
[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>
RECEIVED
SEP 01 2011
DCM-MI-TD CITY

Form1 DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
SR 1297, Harbor Drive
Subdivision Name
City
State
Zip
Phone No.
Lot No.(s) (if many, attach additional page with list)
- - ext.
,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Spooner 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
Bogue Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
❑Yes NNo
work falls within.
N/A
4. Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft)
300' (250' East and 50' West)
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)
4.5' ❑NHW or NNWL
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 Jacent to the proposed project site.
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 NNA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes NNo
k.
Has a professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ❑No ONA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes NNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
m. (i) Are there wetlands on the site? ElYes No
(ii) Are there coastal wetlands on the site? NYes ❑No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? NYes ❑No
(Attach documentation, if available)

Forr+n DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
N/A
o. Describe existing drinking water supply source.
WA
p. Describe existing storm water management or treatment systems.
N/A
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ❑Commercial NPublictGovemment
❑Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The Existing 60' x 48" CMP Will Be Replaced By a Proposed 60' x 48" CAP. The 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? 700 NSq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area []Yes []No NNA
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 NNo ❑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? 0Yes, SNo EINA
If yes, attach a mitigation proposal.
<Fonn continues on back>
6. AdditionalInformation
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 ahvays 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 Anthony M. Haslam and Lynn B. Haslam
Phone No.
Address 6048 Sandhill Ridge Drive Lithis, FL 33547 Parcel 1808
Name Spooners Creek Home Owners Association
Phone No.
Address P.O. Box 2002 Morehead City, NC 28557 Parcel 380
Name Henry J. DeSilva
Phone No.
Address 209 westchester Drive Morehead City, NC 28557 Parcel 8176
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 12, 2011 Print Name _Jay B. Johnson
Signature
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
❑DCM MP-4 Structures Information

Form DCM 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 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
(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:
d. High -ground excavation in cubic yards.
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?
❑Yes ❑No DNA
(ii) If no, attach a letter granting permission from the owner.
d. (i) Will a disposal area be available for future maintenance?
❑Yes ONO DNA
(ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh f
(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 disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes ❑No DNA
(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)

-Form, DCM MP-2 (Excavation and Fill, Page 2 of 2)
a. Type of shoreline stabilization: b. Length: 100' (50' East And 50' West)
❑Bulkhead ORiprap ❑Breakwater/Sill ❑Other: Width: 5'
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 backfill Riprap 25' x 4' = 100 Sa. Ft. East
and West Total = 200 So. Ft.
Breakwater/Sill Other
i. Source of fill material.
Clark's Quart'
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? ❑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
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:
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)?
Silt Fences and TRSC-B's 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
❑Yes ®No ❑NA site? []Yes ®No []NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
August 12, 2011
Date plicant
SR 1297, Harbor Drive Over Spooner Creek Carteret County Pipe
Replacement WBS Element Number 2B.016014
Project Name
Jay B. Johnson
plicant Name

ftrm BCM 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. BRIDGES ®This section not applicable
a. Is the proposed bridge:
❑Commercial ❑PublicJGovernment ❑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:
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. Witl 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. CULVERTS [I This section not applicable
a. Number of culverts proposed: 1
b. Water body in which the culvert is to be placed:
Spooner Creek
< Form continues on back>

-Form, 'DCi's'1 NIP-5 (Bridges and Culverts, Page 2 of 4)
C. Type of culvert (construction material):
CMP Existing CAP Proposed
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: 60'
h. Height of the top of the proposed culvert above the NHW or NWL.
2.5'
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): 60'
(iii) Width of existing culvert(s): 48"
(iv) Height of the top of the existing culvert above the NHW or
NWL: 2.5'
(v) Will all, or a part of, the existing culvert be removed?
(Explain) All of the Existing Culvert Will be Replaced
9• Width of proposed culvert: 48"
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:
3. EXCAVATION and FILL El This section not applicable
a.
C.
(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: East 4' West 4'
(iii) Avg, width of area to be excavated: 10' East 10' West
(iv) Avg. depth of area to be excavated: 1_0'
(v) Amount of material to be excavated in cubic yards: 3 Cubic
Yards
(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: 70'
(iii) Avg. width of area to be excavated: 10'
(iv) Avg. depth of area to be excavated: 1'
(v) Amount of material to be excavated in cubic yards: 26
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 400 Sa.Ft. ❑SAV ❑SB
OWL ❑None
(ii) Describe the purpose of the excavation in these areas:
Pipe Bedding and Installation

Forr7 i'102-5 (Sridges and Culverts, Page 3 of 4)
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 ❑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 f. (i) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item d above) to
be placed below NHW or NWL? ®Yes ❑No be placed within coastal wetlands/marsh (CM, submerged
If yes, aquatic vegetation (SAV), shell bottom (SIB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
(ii) Avg. length of area to be filled: East 5' West 5' feet affected.
(iii) Avg. width of area to be filled: 10' ®CW 200 So. ft. ❑SAV ❑SB
(iv) Purpose of fill: Pipe Bedding OWL ®None
(ii) Describe the purpose of the excavation in these areas:
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:
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 local authorities, please attach a copy of the
approval or certification.
< Form continues on back>

1
0CM PAP-5 (Bridges anal Culverts, Page 4 of 4)
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)?
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 12,2011
Date
SR 1297, Harbor Drive Over Spooner Creek, Pipe Replacement,
Carteret County WBS Element Number 2C.016014
Project Name
Jay B. Johnson
Applicant Na
Applicant Sig ur
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.

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PIPE REPLACEMENT
SR 1297, HARBOR DRIVE OVER SPOONER CREEK
CARTERET COUNTY
DETAIL SECTION - CROSS SECTION
PROPOSED RIP RAP
PROPOSED 60' x 48" CAP \
EXISTING STREAM BED - - - - - - - - - - - - - - - - - -
ELEVATIONS ARE BASED ON
ASSUMED DATUM.
PROPOSED RIP RAP
EXISTING
STREAM BED
ELEV. = 4.5'
24(-W
12'
10,
J .-��FDFT 0.0FWT O O�Qy
EXISTING 00' x 48" CMP
FIj OF PAVEMENT
--------------- ELEV. = 10.00'
OPOSED RIP RAP
PROPOSED 60' x 461 CAP
- - - - - - - - - -EXISTING WATER SURFACE
TIDAL
PROPOSED PIPE BED
SYMBOLS
PROPOSED CROSS SECTION
— — — EXISTING CROSS SECTION
EXISTING.,
WATER SURFACE ?NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'
ELEV. = 5.5' DIVISION 2
------- - - - - -- P.O. BOX 1587
- - - - - - - - - - - - - ELEV. = 4.5- - - - - - - w GREENVILLE NO 27B35 [phone]
PROPOSED s
PIPE -BED zco16o1a
PROPOSED 60 x 48 CAP
DETAIL SECTION - END VIEW
COUNTY: CARTERET WBS#' .
QUAD: MANSFIELD DATE: AUGUST 12, 2011
USGS QUAD MAPS
BASIN: WHITE OAK SHEET #: 2 OF 2
SUBJECT:
EXISTING 60' x 48' CMP
TO BE REPLACED WITH PROPOSED 60' x 48" CAP
LAT. = 34.730895 N LONG. = 76.809519 W SCALE: 1" = 10'

PIPE REPLACEMENT
SR I297, HARBOR DRIVE OVER SPOONER CREEK
INCOMPLETE PLANS
z z 24' PAVEMENT WL Use FOR '" "�°uI.'°"
PREIMLN 'RY PLANS
Dn
C3 m EXISTING 60' x 48" CMP m � v9H p° roNSTRUR ON
I
co o I
PROPOSED 60' x 48" CAP
WHITE OAK RIVER BASIN
8176 MANSFIELD USGS QUAD MAP
—
SHEET 19 OF THE SOIL SURVEY OF CART ERET
I
HENRY J. DES/ LV A
209 WESTCHESTER DRIVE COUNTY BOGUS —CORE SOUND 03020106
'
MOREHEAD CITY, NC 28557 SPOONER CREEK SA;HQW FIRM PANEL 6356 J
DBK.1323, Pg. 307 AUGUST 12, 2011 SCALE: I"=40' MAP NUMBER 5720635600 J
L 1/ SPOONERS CREEK 8176
Y� ► Y=364254.1939 HENRY .DESILVA
WHITE OAK RIVER BASIN
o [� j X = 2658082.1004 209 WESTCHESTER DRIVE
NO RIPARIAN BUFFER RULES v N 34° —43' —5l" MOREHEAD CITY, NC 28557
AREA I 15 '' W 76° -48' —34° DBK,1323, Pg. 307
A '
COASTAL WETLAND IMPACTS = l00 Sq. Ft. L ll SPOONERS CREEK
N 34.730895 DEGREES
OPEN WATER IMPACTS = 25 Sq. Ft. W 76.8095/9 DEGREES AREA 2
—
PROPOSED TURBIDITY CURTAI;v I lOt COASTAL WETLAND IMPACTS — l00 Sq. Ft.
I
EXISTING R/W� 5'-------_—___ OPEN WATER IMPACTS—= 25 Sq.Ft- — — — —-
---
------ PROPOSED _TERP-SILT FENCE- - y_ ..------------ -----------------------------
SHOULDER POINT —431 W
EXISTING
EXISTING EP N 00° —29'
- - - - - - - - - -
— — — — 1154422' TO Jct. NC 24
SR 1297, HARBOR DRIVE EXISTING 60' x 48" CMF'
110
EXISTING EP /24 PAVEMENT PROPOSED 60' x 48" CAP
- ------------- ---- ------------------- -------------------------------------------------------------------
410' TO SOUTH SPOONERS STREET _ EXISTING -SHOULDER_ POINT - - - -
PROPOSED TEMP SILT FENCE - - - - - - - - - - - - - - - - - - - - - - - -
_ _______________
TIN EXISG R/W�� � ' AREA 3
10' "
PROPOSED TURBIDITY CURTAIN
COASTAL WETLAND IMPACTS = l00 Sq. Ft.
AREA 4
COASTAL WETLAND IMPACTS = l00 Sq. Ft. OPEN WATER IMPACTS = 25 Sq. Ft.
'
OPEN WATER IMPACTS = 25 Sq. Ft. SPOON �f? CREEK
rlO,gL 380
SPOONERS CREEK HOMEOWNER ASSOCIATION
1808 P.O. BOX 2002
'
ANTHONY M. HASLAM AND MOREHEAD CITY, NC 28557
LYNN B. HASLAM NO DEED REFERENCE
'
I a
6048 SANDH/LL RIDGE DRIVE L l5 SPOONERS CREEK RI c1 raD
LITH/A, FL 33547
SEP 01 2011
z
I =
DBK. lll3, Pg. 260
' w«
L 29 SPOONERS CREEK TOTAL COASTAL WETLAND IMPACTS = 400 Sq. Ft.
i �w
I�
, NM
WM
I N„N
M
Hw
w
I
- - - - - - - - - - - - - - - - -
DCM-MUD CITY
TOTAL OPEN WATER IMPACTS = l00 Sq. Ft.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-

UNITED STATES POSTAL SERVICE
First -Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4 in this box •
N.C. DEPT. OF TRANSPORTATION
PO BOX 1587
GREENVILLE, NC 27835
-P
l�i 1 /Z�i 7
Ii31}'I11}li}I l3fflllll}I}i 11II31}I}I111[I}i alitlllFlF
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 •
N.C. DEPT. OF TRANSPORTATION
PO BOX 1587
GREENVILLE, NC 27835
13}�p{�ii iftt}If}!Ilfflfi Fiif�tFli!}I}ii33 Fi:iiiflF (iiiii�e"!�I /-1��I�GM/
UNITED STATES POSTAL E $ RVICE `•;
2 Ficst"Cl�sr
... i. Z'.�:.., r 'r : i... 5.... Me�y. �.:..�1. .S_7` < i"'•'L L: �- . ... _ �;.: •, ..�. ..... �"��.,.. Ppsta'9e $� ..Paid ::
• Sender: Please print your name, address, `and ZIP+4-in tnSs box •
N.C. DEPT. OF TRANSPORTATION
PO BOX 1587
GREENVILLE, NC 27835
i F
?ceiilleiE=i::=::¢if::i:l:as:ip::

■ 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 mailplece,
or on the front If space permits.
1. Article Addressed to:
HENRY J. DESILVA
209 WESTCHESTER AVE.
MOREHEAD CITY, NC 28557
A signs ure
❑ Agent
X �/ ❑ Addressee
B. Received ( Printed Name) C. Date of Delivery
D. Is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below: ❑ No
j�civRy p�-S°�L v r+
3. ,S..e,�rvice"'T"y�p�'e
J265eru1leo Mail ❑ Express Mail
O Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number
' ransfer from service label 1 L 4 7 2 5 5 5 7 5 0 4 5
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-15

Page 2 of 2
Ryan Beacham
Engineering Technician IV
NCDOT Washington District Office
252-946-3689 Office
252-946-7433 Fax
www.ncdot.gov
Email correspondence to and from this sender is subject to the N.C.
Records Law Vd may be disclosed to third parties.
6/7/2011

■ 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:
SPOONERS CREEK HOMEOWNERS
ASSOC.
P.O. BOX 2002
MOREHEAD CITY, NC 28557
A Sigpa i
❑Agent "
X �
❑ Addressee
B. Recei d by (Printed Name)
C.M
livery
D. is delivery address different from item 1? ❑ Yes
If YES, enter delivery address below:
❑ No
3. Se ce Type
Certified Mail ❑ Express Mail
Registered ❑ Return Receipt
for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee)
❑ Yes
2. Article Number-
(rransferfromservia 7011 0470 0002 5557 3052
PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-154C
n
m
o
r-r
�
n1
fi
N

SR 1117, ROWS AVENUE BEA UFORT COUNTY
GRADE,DRAIN,BASE,AND PAVE
STATION 4 + 93 EXISTING 24' x 15" RCP PROPOSED 48-x 24" CMP
DETAIL SECTION -
20'-0"
VAR.
PROPOSED RIP RAP
PROPOSED 48' x 24' OMP
EXISTING 24' x 15' P
EXISTING STREAM BED - - - - - - - - - - - - - - - - -�
EXISTING 24 - x 15" RCP REPLA
CROSS SECTION
YAR.
0.02 PPFr
i
PROPOSED RIP RAP
PROPOSED 48' x 241 CMP
- - - - - - - - - -EXISTING WATER SURFACE
PROPOSED PIPE BED
WITH PROPOSED 48' x 24" CMP
ELEVATIONS ARE BASED ON
ASSUMED DATUM. \
OF PAVEMENT
- — — — — — — — — — — — — — — — — — — — — — — — — — ELEV. = 100.00'
PROPOSED RIP RAP
SYMBOLS
PROPOSED CROSS SECTION
EXISTING CROSS SECTION
EXISTING EXISTING
WATER SURFACE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
STREAM BED ELEV. = 97.0' � DivlsloN 2
_—_ ------.---_—_--- P.O. BOX 1587
-------
= 96.0------- GREENVILLE NO 27835 [phone]
ELEV.= 96.0' k
PROPOSED k
PIPE BED
t=1 FV = qs_n, WBS#:2C.007026
PROPOSED 48' x 24" CMP
DETAIL SECTION - END VIEW
COUNTY: BEAUFORT
QUAD: HACKNEY QUAD DATE: MAY 27, 2011
BASIN: TAR-PAMLICO SHEET #: 1 OF 1
SUBJECT: EXISTING 24' x�415" RCP -
REPLACED WITH PROPOSED 48' x 24" CMP -
LAT. = 35.406472 N LONG. = 77.008710 W SCALE: 1" = 10' 1

■ 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:
,d o-F4,jy M �� ZAM
Lys ti a . �as1AAf
yo y�8 SaND& 11 IoAlge-'Pc�
ITFI I r-L 335`f 7
A.
by
❑ Agent
D. Is elivery address different from item=? ❑ Yes
If YES, enter delivery address below: ❑ No
3. Se Ice Type
Certified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Fee) ❑ Yes
2. Article Number 7011 0470 0002 5557 3076
(Transfer from service label)
PS Form 3811, February 2004
Domestic Return Receipt
102595-02-M-1540

,31: 1111,nv►rr, tYvclvr/r, ljrAuruffl VVULY1Y
GRADE,DRAl11t,BASE,AND PAVE
STATION 1 + 00 PROPOSED 44'x 66" CMP
DETAIL SECTION -
VAR.
PROPOSED RIP RAP
PROPOSED 44' x 001 CMP
EXISTING STREAM BED - - - - - - - - - - _ - - -
,0.02 FLPT
201-0'
CROSS SECTION
PROPOSED RIP RAP
PROPOSED 44' x 00" CMP
- - - - - - - - - -EXISTING WATER SURFACE
---------------
PROPOSED PIPE BED
INSTALL PROPOSED '44' x 66" CMP IN NEW LOCATION
ELEVATIONS ARE BASED ON
ASSUMED DATUM.
OF PAVEMENT
- — — — — — — — — — — — — — — — — — — — — — — — — — ELEV. = 100.00'
PROPOSED RIP RAP
SYMBOLS
PROPOSED CROSS SECTION
— — — EXISTING CROSS SECTION
EXISTING EXISTING
STREAM BED WATER SURFACE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION' \
ELEV. = 95.5' DIVISION 2
-- - A
------ ------- --- P.O. BOX 1587
ELEV. = 93.5'----- --- - -- -ELEV. = 93.5------- GREENVILLE NC 27835
PROPOSED
PIPE BED
PROPOSED 44' x 00 CMP ELEV. = 97.5' ws zc oo7oz6
DETAIL SECTION - END VIEW
COUNTY:BEAUFORT 3#•
QUAD: HACKNEY QUAD DATE: MAY 27, 2011
BASIN: TAR-PAMLICO SHEET #: 1 OF 1
SUBJECT: PROPOSED 44' x 86" CMP ON NEW LOCATION
LAT. = 36.406360 N LONG. = 77.009799 W SCALE: 1" = 10'

Date:
Describe below the HABITAT disturbances for the application. All values should rnatch 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
,r.ci,:...,s any
anticipated
restoration cr
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
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
e_' Uj-
Dredge El" —Fill a-BothB—Olher ❑
Dredge ❑ Fill Q'Both ❑ Other ❑
116 o.
ky D O
Dredge Fill Both [3--Olher ❑
6 C c
O
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ ' Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other Q
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both Cl Other Cl
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ . Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
.aa?r. -?»• ,. `5 r''y ,...., -!: � ..� Y ca•.:1::<o..t, �^9'r5'IFA,r
-3v1.'• . .,��: �...`3� ,�.UA:>i ,. +ara'r:�.r.ncr_:.. :;o ^.,a�a�s_.�:.ar .+�y.._r..,t