NCDOT 101-01 Great Neck Creek

Permit Class t' Permit Number
NEW 101-01
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
�rl r qQ r�
AiiG 3 1 2001
for
X Major Development in an Area of En it T
pursuant to NCGS 113A-118 MOREHEAD
X Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, P.O. Box 1587, Greenville, NC 27835
Authorizing development in Craven County at Great Neck Creek, tributary to the Neuse River,
SR 1704 Becton Road), in Bachelor. as requested in the permittee's application dated 3/3/01. including attached
workplan drawings (3): 1 dated 7/9/01; 1 dated 5/2/01; and 1 dated 4/3/01
This permit, issued on 9124/01 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Widening, culvert replacement culvert replacement
1) In order to protect anadromous fish within Great Neck Creek, no in -water work will be permitted
between February 15t" to June 15th of any year without the prior approval of the Division of Coastal
Management, in consultation with the Wildlife Resources Commission.
2) No excavated or fill material will be placed at any time in any wetlands or surrounding waters outside of
the alignment of the fill area as indicated on the workplan drawing(s).
3) No excavation will occur within waters or wetlands of the United States, except for that associated with
the authorized culvert replacement at Great Neck Creek.
4) The roadway fill material will be clean and free of any pollutants, except in trace quantities.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2004
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
onna D. Moffitt, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

N.C. Department of Transportation Permit #101-01
"° Page 2 of 3
ADDITIONAL CONDITIONS .1
5) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
6) Placement of riprap shall be limited to the areas as depicted on the attached workplan drawings. The
riprap material must consist of clean rock and be free from loose dirt or any other pollutant. It must be
of a size sufficient to prevent its movement from the site by wave or current action.
7) The culvert inverts must be buried at least one foot below normal streambed elevation to allow for
passage of water and aquatic life.
8) Live concrete shall not be allowed to contact the water in or entering into the stream. `
9) ' If the permittee determines that additional permanent and/or temporary impacts (such as temporary
access roads, detours, or matting to transport equipment across wetlands) will occur that are not shown
on the attached permit drawings, additional authorization from DCM will be required. Depending upon
the magnitude of the impacts and the habitat types that are impacted, additional DCM authorization may
be in the form of a refinement of this permit or a permit modification.
Sedimentation and Erosion Control
10) The permittee will install turbidity curtains in the water area immediately adjacent to the replacement
culverts at Great Neck Creek. The turbidity curtains shall be removed when turbidity within the curtains
reaches ambient levels.
11) Any work conducted within the portion of this project that is in a High Quality Water Zone (575 feet on
either side of Great Neck Creek) must comply with the Design Standards in Sensitive Watersheds, 15A
NCAC 4B .0124.
12) The permittee shall follow Best Management Practices for the Protection of Surface Waters and
sedimentation and erosion control measures sufficient to protect aquatic resources.
13) In order to protect water quality, runoff from construction must not visibly increase the amount of
suspended sediments in adjacent waters.
14) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, sand fence, etc.).
15) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within 15 working days or 60 calendar days of project completion.
General
NOTE: The permittee and/or his contractor is strongly encouraged to contact a representative of DCM's
Morehead City Office at [phone] to request a preconstruction conference prior to project
initiation.

I
i,..
N.C. Department of Transportation Permit #101-01
Page 3 of 3
ADDITIONAL CONDITIONS -
16) The permittee understands and agrees that, if future operations by the United States require the removal,
relocation, or other alteration, of the structure or work herein authorized, or if, in the opinion of the
Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable
obstruction to the free navigation of the navigable waters, the permittee will be required, upon due
notice from the Corps of Engineers, to remove, relocate, or alter the structural work or obstructions
caused thereby, without expense to the United States. No claim shall be made against the United States
on account of any such removal or alteration.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: The N.C. Division of Water Quality authorized the proposed project on 6/22/01 (DWQ Project
No. 01-0929) under General Water Quality Certification No. 3274.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under Nationwide Permit
Number 18 (COE Action ID. No. 200110782), which was issued on 7/16/01.

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
March 5, 2001
Mr. Jay B. Johnson, Division Environmental Officer
NCDOT Division Two
P.O. Bok 1587
Greenville, NC 27835
e
NCDENR
I
RE: Major CAMA Pemut Application from NCDOT
Replacement of culverts and road improvements to SR 1704
Craven County
Dear Mr. Johnson,
This office is in receipt of your request that you submitted on behalf of NCDOT to
upgrade SR 1704 to comply with State Highway Standards for secondary roads. The
project site is located off SR 1704 adjacent to Great Neck Creek, which is tributary to the
Neuse River in Craven County.
The following information is requested before we can consider the application as
complete and processing can begin.
• Within the application under location of proposed project letter (e), the name of the
nearest water -body would be Great Neck Creek. Please make this change.
• Under land and water characteristics letter 0) the question is answered NO but a
group is listed as completing the assessment. Please clarify this section.
• On the excavation and fill sheet, the amount of disturbance needs to be separated
between which is high -ground disturbance, wetland fill, and open water excavation.
Please clarify this under the Other category by breaking down the disturbance into
three sub categories.
• Also on the excavation and fill sheet section (4)(b), please clarify whether the listed
impact of 5' avg. x 660' is a combined area or for each side of the road project.
• Currently there is no shoreline stabilization listed in the excavation and fill sheet but
later in the application (Bridges and Culverts Worksheet) shoreline stabilization
around the culvert is proposed. Please fill out the Shoreline Stabilization portion of
the excavation and fill sheet.
Morehead City District \ Hestron Plaza 11, 151-B Hwy 24
Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER - 50-1. RECYCLED / 10% POST CONSUMER PAPER

• On the Upland Development sheet the size of the disturbed area is approximated at
20' wide while on the first page of the application the disturbance is noted to be 20'
wide with 6' shoulders for a total width of 32'. Please clarify which number
accurately depicts the impact.
• On the Bridges and Culverts sheet please fill out N/A for section (1)(k).
• It would be helpful to have a cross section of the existing culvert situation to
compare with the proposal. On the proposed cross section diagram provided, the
NWL depth needs to be shown as well as the undercut and backfill depth.
• Certified letters (Return Receipt Requested) with copies of the permit
APPLICATION package (permit application forms and appropriate workplan
drawings) must be sent to all adjacent property owners. The signed return receipts
must be provided with the permit application. This notification must also include
instructions to the adjacent property owner that any objections they have about your
proposed development should be provided in writing to the Division of Coastal
Management. The provided notifications are sufficient for the issuance of a general
permit but not appropriate for a Major Permit.
At this time, the application is considered to be incomplete and processing will not begin
until these items are addressed. I have enclosed the application you sent so that you can
make the necessary corrections and amendments. Should you have any further questions
regarding this matte, please do not hesitate to contact me by phone at 252-808-2808 or
via e-mail at brad.shaver(ftcmail.net.
Sincerely,
Brad Shaver
Coastal Management Field Representative
cc:'M. Ted Tyndall, District Manager
Raleigh Bland, COE

DIVISION OF COASTAL MANAGEMENT 0)
APPLICATION TRANSMITTAL AND PROCESSING RECORD 61Y
1) APPLICANT: NC DOT attn: Jay Johnson County: Craven
LOCATION OF PROJECT: State Road 1704 and replace culverts at Great Neck Creek (tributary to the
Neuse River), in Bachelor, Craven County, from SR 1700 to the end.
DATE APPLICATION RECEIVED COMPLETE BY FIELD: May 4, 2001
FIELD RECOMMENDATION: Attached: Yes To Be Forwarded: No
CONSISTENCY DETERMINATION: Attached: NO To Be Forwarded: YES
FIELD REPRESENTATIVE:BilI Arrington DISTRICT OFFICE: Morehead\
DISTRICT MANAGER REVIEW: aqb 16 U,
B) DATE APPLICATION RECEIVED IN RALEIGH: FEE RECD:$
PUBLIC NOTICE REC ): END OF NOTICE DATE: � b
ADJ. RIP. PROP NOTICES RECD:
APPLICATION ASSIGNED TO:
C) 75 DAY DEADLINE:
MAIL OUT DATE:
FEDERAL DUE DATE:
PERMIT FINAL ACTION
DEED RECD:
ON:
150 DAY DEADLINE:
STATE DUE DATE:
FED COMMENTS RECD:
ISSUE DENY,
DRAFT ON
AGENCY
DATECOMMEM
RETURN®
OBJECTIONS:
YES NO
NOTES
Coastal Management - Regional Representative
Coastal Management - LUP Consistency
Division of Community Assistance
Land Quality Section
Division of Water Quality
Storm Water Management (DWQ)
State Property Office
Division of Archives & History
Division of Environmental Health
Division of Highways
Wildlife Resources Commission
Division. of Water Resources
Division of Marine Fisheries
Submerged Lords (DMF)

I
Development Type
FEE
DCM %
DWQ %
14300 1601 435100093 1625 6253
24300 1602 435100095 2341
I. Private, non-commercial
development that does not involve
$250
100%($250)
0%(SO)
the filling or excavation of any
wetlands or open water areas:
-
It. Public or commercial development
that does not involve the filling or
S400
100 % ($400)
0% (SO)
excavation of any wetlands or open
water areas:
III. For development that involves the
filling and/or excavation of up to 1
acre of wetlands and/or open water
areas, determine if A, B. C. or D
below applies:
III(A). For Private, non-commercial
development. If General water Quality
$250
100% ($250)
0 % ($0)
Certification No.3301 (see attached)
can be applied:
III(B): For public or commercial
development, if General water Quality
$400
100% (S400)
0% (SO)
Certification No.3301 (see attached)
can be applied:
III(C). If General Water Quality
Certification No. 3301 (see attached)
could be applied, but DCM stab
,
determined that additional review and
$400
60 % ($240)
40 % ($160)
written DWQ concurrence is needed
because of concerns related to water
quality or aquatic life:
_
III(D). If General Water Quality
Certification No. 3301 (see attach
$400
60% ($240)
40 % ($160)
can not be a
IV. For development that involves
the filling and/or excavation of more
$475
60%($285)
40% ($190)
than one acre of wetlands and/or
open water areas:

MEMORANDUM:
TO: DOUG HUGGETT
FROM: Bill Arrington
SUBJECT: COMMENTS & RECOMMENDATIONS - CAMA MAJOR PERMIT —
State Road 1704, Craven County
DATE: May 23, 2001
The following are my comments and recommendations regarding the above mentioned proposal.
The project consists of replacing existing culverts and paving an existing roadway. The roadway will
be widened just enough to allow compliance with Federal Highway Standards. Relatively small areas
of coastal wetlands, 404 wetlands, and shallow bottom will be filled at the Great Neck Creek crossing.
Roadside ditches, required by Federal Highway Standards, will terminate on high ground and sheet
flow over upland vegetation before reaching wetlands. I would recommend the project be approved
contingent upon the following conditions:
1) The temporary placement or double handling of excavated or fill materials within waters or
vegetated wetlands is not authorized.
2) No excavated or fill material will be placed at anytime, in any marsh or surrounding waters,
outside of the alignment of the fill area indicated on the work plats.
3) All excavated materials will be confined above mean high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent
spillover of solids into any marsh or surrounding waters.
4) The riprap material must consist of clean rock and be free from loose dirt or any other
pollutant. It must be of a size sufficient to prevent its movement from the site by wave or
current action.
5) The roadway fill material will be clean and free of any pollutants, except in trace quantities.
6) In order to protect water quality, runoff from the construction must not visibly increase the
amount of suspended sediments in adjacent waters.
Cc: Ted Tyndall, DCM
Charles Jones, DCM

North Carolina
Department of Environment and Natural Resources A •
Division of Coastal Management
Michael F. Easley, Governor N C D EN R
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
May 23, 2001
Carteret News Times
Legal Advertisement Section
P.O. Box 1679
Morehead City, N.C. 28557
Re: Public Notice - NC Department of Transportation
Dear Sir:
Please publish the attached Notice in the Friday, May 25, 2001, issue of the Carteret News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Jaye Poole, NC Division of Coastal Management, 1638 Mail
Service Center, Raleigh, North Carolina 27699-1638, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Morehead City office.
Sincerely,
;�ij &LL"�sqt-y--)
Bill Arrington
D.O.T. Field Representative
Enclosure
cc: Doug Huggett
Ted Tyndall, District Manager
Morehead City District \ 151-B Hwy. 24, Hestron Plaza H
Morehead City, North Carolina 28557
Phone: [phone] \ FAX:[phone] \ Internet: http://dem2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER- 50 % RECYCLED / 10%POST CONSUMER PAPER

NOTICE OF FILING OF
APPLICATION FOR CAMA MAJOR
DEVELOPMENT PERMIT
The Department of Environment and Natural Resources hereby"gives public notice as
required by NCGS 113A-119(b) that application for a development permit in an Area of
Environmental Concern as designated under the CAMA was received on May 4, 2001. According
to said application, NC Department of Transportation is requesting to replace the existing culverts
at Great Neck Creek and to widen and pave SR 1704 . A copy of the entire application may be
examined or copied at the office of Bill Arrington, NC Division of Coastal Management, located
at 151-B Hwy. 24, Hestron Plaza II, Morehead City, NC, [phone] during normal business
hours. Comments mailed to Donna D. Moffitt, Director, Division of Coastal Management, 1638
Mail. Service Center, Raleigh, NC, 27699-1638, prior to June 15, 2001, will be considered in
making the permit decision. Later comments will be accepted and considered up to the time of
permit decision. Project modification may occur based on review and comment by the public and
state and federal agencies. Notice of the permit decision in this matter will be provided upon
written request.
PUBLISHED ON: May 25, 2001

DIVISION OF COASTAL MANAGEMENT
Amm-'WA
NCDENR
NX CAR .. OCMFiMIXf OF
ENNRONMCM µ0 NR RA RCSpJ m
151-B HWY. 24, HESTRON BUILDING
MOREHEAD CITY, NC 28557
TELEPHONE: [phone]
FAX: [phone]
TO:
OFFICE:
TELEPHONE #: [ 1 FAX #:
FROM:
am
DATE SENT: �mI61
I
TOTAL NUMBER OF PAGES INCLUDING COVER SHEET: a

P. 01
TRANSACTION REPORT
MAY-23-2001 WED 11:43 AM
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
MAY-23 11:42 AM 7266016 1'02" 3 SEND OK 665

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT s p 1
1. APPLICANT'S NAME: North Carolina Department of Transportation - `7 /
JQbnson•
2.1 LOCATION OF PROJECT SITE: Widen and pave State Road 1704 and replace culverts
at Great Neck Creek (tributary to the Neuse River), in Bachelor, Craven County, from
State road 1700 to the end.
Photo Index -1995: 731 V, W-7 200b: 764 V, W-17
State Plane Coordinates x: 2683850 y: 435400
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 3/19/2001
Was Applicant Present - Yes (Jay Johnson, DEO)
5. PROCESSING PROCEDURE: Application Received - 5/4/2001
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Craven County
Land Classification From LUP - LIMITED TRANSITION and
CONSERVATION
(B) AEC(s) Involved: PT, CW, EW and CS
(C) Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Roadway, Culverts
Planned - Replacement of same
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
Fvroo�tnA Ti'M.A nFl.....
(A) Coastal Wetlands
1597 sf
(B) Shallow Bottom
240 sf
(C) Other Wetlands
High Ground excavation at culverts
High Ground disturbance (in road R/W)
1451 sf
1056 sf
6864 linear feet x
60 feet (R/W)
7. (Continued)
(D) Total CAMA AEC Disturbed: 0.042 acres
(E) Total area disturbed by project 9.55 acres (includes existing roadbed and high
ground disturbance)
(F) Primary Nursery Area: No
(G) Water Classification: SA -NSW Open: Yes

FIELD INVESTIGATION REPORT
NC DOT — SR 1704
May23, 2001
PAGE 2
8. PROJECT SUMMARY: The applicant is the N.C. Department of Transportation. The
proposal is to upgrade the existing gravel secondary road to a 2 lane paved road that complies
with State Highway standards for secondary roads.
9. PROJECT DESCRIPTION:
The site of this proposal is State Road 1704(Becton Road) in the community of Bachelor, NC. The
road is approximately 2 - 10' above msl. 'The culverted crossing at Great Neck Creek is flanked
with wooded Cypress/Gum swamp wetlands and coastal wetlands on either side. This area is
primarily residential, and undeveloped wooded swamp and forest. The site consists of a 15' wide
creek body at the existing culvert crossing with the remainder of state road 1704 on high ground.
The coastal wetland consists of Juncus roemerianus, Typha spp. and Cladium jamaicense. The
adjacent uplands are forested, and are vegetated primarily with various pines, Tulip Poplar, and
Oak. Soils in the area are loams and sandy loams. Great Neck Creek is coastal waters at the
project site, and is classified SA -NSW by the Division of Water Quality and subject to the Neuse
River Buffer Rules. The area is open to shellfishing, and is not designated as primary nursery
area by the North Carolina Division of Marine Fisheries. The project begins at State road 1700
(Adams Creek Road) and terminates at the existing road end (6864 feet). The Craven County Land
Use Plan designates the project area as Limited Transition, with all areas lying within CAMA
Areas of Environmental Concern, designated as Conservation.
The proposal is to replace the 3 existing 30-inch diameter by 48 feet long culverts with 4 new 36-
inch diameter by 60 feet long culverts on the existing alignment, to allow for State Highway
standards. The ends of the culverts will be stabilized with riprap. The roadway, shoulders and
slopes will extend for a width of 43 feet or less (12 feet wider than existing) at the culverted
crossing, to minimize impacts to coastal and 404 type wetlands. The approaching roadway will be
widened to 20' and paved. The road shoulders will be widened from 6' to 8'. The pavement,
shoulders and ditches of the high ground portion of State Road 1704 will encompass the entire 60-
foot right of way. Silt fences, silt basins and temporary rock silt check damns will be used to
minimize erosion and sedimentation. Roadside ditches will terminate in high ground and the flow
will be dispersed through vegetated uplands before entering wetlands.

FIELD INVESTIGATION REPORT
NC DOT - SR 1704
May 23, 2001
PAGE 3
10. ANTICIPATED IMPACTS:
As proposed, this culvert replacement, road widening and paving will result in the following
impacts: Approximately 1597 square feet of coastal wetlands will be filled by road shoulder and
culvert, 1451 square feet of 404 type wetlands will be filled by road shoulder and culvert, and 240
square feet of shallow bottom will be filled by culvert and riprap. Approximately 9.45 acres of
high ground will be graded, filled or. excavated for the roadway and paving. There is a high
probability of turbidity to be expected during the replacement of the culverts. Stringent
sedimentation/erosion control measures can minimize this. Storm water concerns have been
addressed by terminating ditches with diffuse flow over vegetated high ground. Principally local
residents use state Road 1704. The widening and paving of the roadway and replacement of the
deteriorated culverts should enhance the safety of motorists using SR 1704. Public trust waters end
at the existing culverts and will not be affected.
The collective disturbance area for the project is 9.55 acres.
Bill Arrington May 22, 2001 Morehead City

ifw0"(
Qb
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY DIVISION OF HIGHWAYS Lindo Tippett
GOVERNOR SECRETARY
May 2, 2001
Mr. Brad Shaver
Coastal Management Field Representative
Division of Coastal Management
North Carolina Department of Environment and Natural Resources
151 — B Highway 24 Hestron Plaza
Morehead City, North Carolina 28557
Dear Mr. Shaver,
UY 0 A 2001
NCDOT is making application for a CAMA Major Permit to widen and pave SR
1704 (Becton Road) from SR 1700 to the end. Please find enclosed revisions to the
drawings and application from your March 5, 2001 letter.
Avoidance and minimization was initiated so that a maximum of 1,597 Sq. Ft. of coastal
wetlands will be filled, 1,451 Sq. Ft. of 404 wetlands and 240 Sq. Ft of open water will be
impacted by the widening of SR 1704. New upland side ditches are designed to enter
settling basins and filter through vegetated uplands prior to entering the wetlands or the
stream buffers eliminating water being discharged directly into the stream. Please let me
know if there is additional information required.
Siincceerelyy,, /� 1
^404
aJ' y 9b so�fn n
Division 2
Environmental Officer
CC: Mr. Neil Lassiter, Jr., P.E. Division Engineer NCDOT Div 2
Mr. Dwayne Alligood, P.E. Maintenance Engineer NCDOT Div.2
Mr. Thom Edgerton, Bridge Superintendent NCDOT Div.2
Mr. Aaron Everett, District 2 Engineer NCDOT Div. 2
Division Two • P.O. Box 1587 • Greenville, N.C. 27835

Form DCM-MP-I
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name N. C. Department of Transportation
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name. Jay Johnson, -NCDOT Div. 2
Address P.O. Box 1587
City Greenville, State N.C.
Zip 27835 Day Phone [phone]
Fax [phone]
c. Project name (if any) SR 1704 Craven
NOTE: Permit will be issued in name of landowner(s),
and/or project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Craven
1AM
i
b. City, town, community or Lndin tM
Bachelor
c. Street address or secondary road number
SR 1704
d. Is proposed work within city limits or planning
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Great Neck Creek Tributa
to the Neuse River
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Replace culverts on SR 1704
Widen and Pave SR 1704 from 1700 to end.
b. Is the proposed activity maintenance of an existing
project, new work, or both? Both
c. Will the project be for public, private or
commercial use? Public Transportation
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. ' If more space is needed, please attach
additional pages. Purpose: To upgrade existing
gravel secondary road to a 2 lane paved road to
improve safety of traffic movement and to
comely with State Highway standards for
secondary roads.
METHODS OF CONSTRUCTION: Standard roadway
and culvert construction methods; DAILY
OPERATIONS: Conveyance of vehicular traffic
Revised 03/95

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A
b. Size of individual lots) N/A
c. Approximate elevation of tract above MHW or
NWL 1'
d. Soil type(s) and texture(s) of tract
Arapahoe fine sandy loam, Augusta fine sand
e. Vegetation on tract Juncus Roemeranus, Baccaris
Hamilifolia, Tyhpa Slip. Cladimn jamaicense
f. Man-made features now on tract Existing gravel
road and steel culverts.
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural X Other Residential/Forested
h. How is the tract zoned by local government?
i. Is the proposed project consistent with the
applicable zoning? Yes No N/A
(Attach zoning compliance certificate, if applicable)
j. Has a professional archaeological assessment been
done for the tract? _Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes
No
Coastal (marsh) X Other X
If yes, has a delineation been conducted? Yes
(Attach documentation, if available)
in. Describe existing wastewater treatment facilities.
N/A
n. Describe es to waters
of the state. or examp e, sur ace runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) Surface Runoff
o. Describe existing drinking water supply source.
N/A
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims
title to the affected properties. If the applicant is not
claiming to,be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
0 An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to
the site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
*A Stormwater Certification, if one is necessary.
•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

Form DCM-MP-1
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Earl B Harris
Address 3560 Adams Creek Rd.
Havelock, N.C. 28532
Name William K Bradley, Jr.
Address 351 Becton Rd
Havelock, N.C. 28532
Name Geneva Tyndall Moore
Address 2260 Wilmar
Vanceboro, N.C.28586
Name Weyhauser Co.
Address P.O. Box 1391
New Bern, N.C.28563
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
N/A
• A check for `$400 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. 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
MAY 0 4 2001
the application. project will be subj ct o conditions
and restrictions n
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
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.
This is the 3rd day of March , 2001
Print Name Jav Johnson
Signature 3,
Lando' rot uthonzed Ar u
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2
Excavation and Fill Information
X DCM MP-3
Upland Development
_ DCM MP-4
Structures Information
X DCM MP-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
Revised 03/95

Form DCM-MP-2
EXCAVATION
AND FILL
(Except 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.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other Road
(Excluding
shoreline
stabilization)
Average Final
Existing Project
Length Width Depth Depth
N/A N/A
6864' 60'
1. EXCAVATION
a. Amount 'of material to be excavated from below
MHW or NWL in cubic yards N/A
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes _ No
° N/A
d. High ground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
_ Yes _ No N/A
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? —Yes —No N/A
If yes, where?
Revised 03/95

Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No N/A
f. Does the disposal include any area in the water?
Yes No N/A
3. SHORELINE STABILIZATION N/A
a. Type of shoreline stabilization
_Bulkhead = Rpprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of
water N/A
(2) Dimensions
MAY 0 4 2001
•ial to be nlace
(3) Purpose of fill N/A
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes —No 404 Wetlands
If yes,
(1) Dimensions of fill area 5' Avg. x 660'
Total combined from each side of the
road
(2) Purpose of fill To widen and Pave SR
1704
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt Fence
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Standard road and culvert construction
equipment
c. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Revised 03195

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed Widen SR 1704 and pave
from SR 1700 to end
b. Number of lots or parcels N/A
c. Density (give the number of residential units and the
units per acre) N/A
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. approx. 60' wide on
SR1704 from 1700 to end except 42' at Great
Neck Creek crossin¢. .
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes X No
If yes, date submitted
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt and concrete
g. Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. N/A
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
MAY 0 4 2001
Division of Environmental Management for review?
Yes X No
If yes, date submitted
i. Describe proposed method of sewage disposal.
N/A
Have the facilities described in Item i. above
received state or local approval? N/A
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial. effluent,
.'wash down" and residential discharges).
Surface runoff from roadway; stormwater
capture and retention from upland ditches ,
diffuse flow into wetlands
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
N/A
in. Will water be impounded? _ Yes X No
If yes, how many acres?
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
NCDOT SR 1704 Craven
Applicant or 'ect Name
Signature
Date
Revised 03/95

Form DCM-MP-5
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be slue to complete all
other sections of the Joint Application that relate to this
proposed project.
1. BRIDGES
a. Public Private N/A
b. Type of bridge (construction material)
N/A
c. Water body to be crossed by bridge
d. Water depth at the proposed crossing at MLW or
NWL N/A'
e. Will proposed bridge. replace an existing bridge?
_Yes No N/A
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Will proposed bridge replace an existing culvert(s)9
Yes No N/A
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge N/A
h. Width of proposed bridge N/A
i. Height of proposed bridge above wetlands
N/A
j. Will the proposed bridge affect existing water flow?
_Yes No N/A
If yes, explain
k. Navigation clearance underneath proposed bridge
N/A
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes No N/A
If yes, explain
in. Will the proposed bridge cross wetlands containing
no navigable waters? Yes X No
If yes, explain
n. Have you contacted the U.S. _ Coast Guard
concerning their approval?
_ Yes X No
If yes, please provide record of their action.
2. CULVERTS
a. Water body in which culvert is to be placed
Great Neck Creek
b. Number of culverts proposed 4
c. Type of culvert (construction material, style)
Corrugated Aluminum pipe
d. Will proposed culvert replace an existing bridge?
_ Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
Revised 03195

Form DCM-MP-5
e. Will proposed culvert replace an existing culvert?
X Yes No
If yes, q-81 q9-
(1) Length of existing culvert 3 x*6'
(2) Width of existing culvert 3 x 30"
(3) Height of the top of the existing culvert above
the MHW or NWL 2'
(4) Will all, or a part of, the existing culvert be
removed? (Explain) Yes, each existing
culvert will be removed & replaced with a
larger diameter and length pipe (see map)
f. Length of proposed culvert 4 x 60'
g. Width of proposed culvert 4 x 36"
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect existing water flow?
_ Yes X No
If yes, explain
Will the proposed
potential?
If yes, explain _
culvert affect existing navigation
Yes X No
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 22'
(2) Width of area to be excavated 61'
(3) Depth of area to be excavated 3'
(4) Amount of material to be excavated in cubic
yards 103 cu. Yds.
b. Will the placement of the proposed bridge or culvert
require any excavation within: X Coastal
Wetlands _ SAVs X Other Wetlands Open
Water
If yes,
(1) Length of area to be excavated 31'
(2) Width of area to be excavated 22'
(3) Amount of material to be excavated in cubic
yards 76 cu.yds.
c. Will the placement of the prop seh l�fdgeloipcLM
require any highground excav io i?
X Yes No COASTAL
If yes, MOREHEAD
(1) Length of area to be excavated 36'
(2) Width of area to be excavated 22'
(3) Amount of material to be excavated in cubic
yards 103 cu. Yds.
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
Temporary spoil area is existing road bed
beside the pipes.
(2) Dimensions of spoil disposal area
20' x 20'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Doe§ the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
_ Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW or NWL? X Yes No
If yes, give dimension if different from No. 2
above.
e. 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
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. 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: No
Coastal Wetlands _ SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
Will the placement of the proposed bridge or culvert
result in . any fill (other than excavated material
Revised 03/95

Form DCM-MP-5
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes No Unknown
If yes, explain in detail
b. Will the proposed project require the relocation of
any existing utility lines? _ Yes X No
If yes, explain in detail
C. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Silt fence
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Typical Road construction equipment
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
X Yes No
If yes, explain in detail To protect culvert
structure at shoreline. RipRap will be place
around culvert to prevent scour.
Revised 03195
01 0 Al 2001

VICINITY -MAP
NOT TO SCALEo
I
Ul
!..
CD
VE
PROJECT/��
------------

PROJECT NUMBER: 6.172360
DATE: MAY 2, 2001
CROSS SECTION Ol-
ROAD: SR 1704
ROAD NAME: BECTON ROAD
COUNTY: CRAVEN
CULVERT CROSSING
ROUND CULVERT
EXISTING PIPE 3 @ 30" x 480
SRROAD 1704
22'
AREA TO BE EXCAVATED 103 CUBIC YARDS 1.5' GREAT NECK CREEK xwL
AND BACKFILLED
-
EXISTING 3 11 3x 48'CMP
I.0' L'
IN
EXISTING PIPES
AREA TO BE EXCAVATED
2'
AND BACKFILLED
150 CUBIC YARDS
UNDERCUT 8
12' MINIMUM BEDDING
BACKFILL
NOT TO SCALE
i
PROPOSED 4
@ 36" x 60' PIPES
22• ROAD
SR 1704
AREA TO BE EXCAVATED— 103 CUBIC YARDS
1.5• GREAT NECK CREEK 4 0 36' x GO -
AND BACKFILLEO
(�(j�PIPFS
-4
IH
H I2I
1.0'
r_.
2-
rear o a 200i j
COASTAL MANAGEMENT
UNOEpCUT 8�
12' MINIMUM BEDDING MOREkIEAD
BACKFILL
TOP VIHW o
AREA TO BE EXCAVATED— 150 CUBIC YARDS
AND BACKFILLED
- -
lo' -
WW W W
NOT TO SCALE
ID RA, , N
v PPE OF PROPOSED EFF .1 u U0
2.
PROPOSED PIPE
CREEK 2' CPEEK
PlroPo5ED PIPE
ISO SQUARE FEET OF NEW FILL 2'
PROPOSED PIPE ISO SOUAWE FEET OF NEW FILL
TOTAL SOUARE FEET i0'
OF NEW FILL = 360 SOUARE FEET
EXCAVATION ABOVE NWL:
FINISHED
36' L x 22' W x 3.5' D = 103 CUBIC YARDS
EARTH SLOPE AS REWIRED
EXCAVATION BELOW NWL:
61' L x 22' W x 3' D I50 CUBIC YARDSr I I
OF PIPE j7 T�
PROPOSED RIP RAF WEND MAP
111\\\\\\\\VVVV///11111101,1 �/�,(\�\\11\\� 11III IF,1i��/I/,

DETAIL MAP 9- z1-
�11-3101
a
DIFFUSE FLOW THROUGH �. I
VEGETATED UPLANDS i?
BEFORE ENTERING WETLANDS WETLANDS
TEMPORARY ROCK SILT UPLANDS I
CHECK TYPE "A"
SILT BASIN TYPE "B"
DIFFUSE FLOW DETAIL
NTS

SENDER:
• Complete Items 1 and/or 2 for additional services.
• Complete Reno 3, 4a, and 4b.
• Print your name and address on the mom of this form so that we can return this
card to you.
. Attach this corm to the front of the mailpiece, or on the back If space does not
ppaers k
• The 'Rerum Recelpf will
t The the article w below the oracle number.
• The Return Receipt will show to whom tits article was delivered and the date
delivered.
3. Article Addressed to: I 4a. Article
Earl B. Harris
3560 Adams Creek Road
Havelock, NC 28532
u b. n r : (A are/ssee Or Agenq
i PS Form 381/1, December 1994
I also wish to receive the
,�$t SENDER -
following services for an
g (
'e
. Complete Items 1 and/or 2 for additional services.
. Complete Items 3, 4a, and 4b.
extra fee):
g
. Print your name and address on the reverse of this forth so that we can mtum this,
1. ❑ Addressee's Address
i
�j
&L°
card to you.
• Attach this form to mo front of the mailpiece, or on the back if space does net
2. ❑ Restricted DeliveryC
�
ppee,mit'
. Wdte "Karam Receipt Requesfed'on the mallpiecre below the article number.
Consult postmaster for tee.
�'
a
S
. The Return Receipt will stow to whom the article was delivered and the data
delivered.
Number
3. Article Addressed to:
4a. Article
\1EL0,, El Registered
f
,1
Express Mail
Return Receipt for Merchandise
pF�
�3
m ate of Delivery
Y&/
p
S
A. Addressee's Address (Only
and fee is paid)
lozses-aeeo2ze
I also wish to receive the
following services (for an '
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
1n33 Ic5'E .. 7099 ,7gto reli' it/ 0 8
4b. Service Type
,Certified - $ William Bradley, Jr. ❑ Registered Xbertilied
❑ Insured a 351 Becton Road ❑ Express Mall ❑ Insured
❑ COD Havelock, NC 28532 ❑ Return Receipt for Merchandise ❑ COD
7. Date of Del' e
r requested S. Received By: (Print Name 8. Addressee's Address (Only if requested
��G,., and fee is paid)
R Rinnoh an• /drWmcena fir dnantl
SENDER: I also wish to receive the
. Complete Items 1 andror 2 for additional services. following services (for an
• Complete items 3, 4a, and 4b.
• Print our name and address on the reverse of this form se that we can ream this extra fee):
card 'our
1. ❑ Addressee's Address
• Attach J2a form to the front of the mallpiece, or on the back If Spam does not
pena11. 2. ❑ Restricted Delivery
• Thee :Return Receipt
w Requested" on the article w below the article and number.
•The Return Receipt will show to whwn the article was delivered end the date Consult postmaster for tee.
delivered.
3. Article Addressed to: 4a. Article Number
" 099 3„�2o cap' lv 59�
4b. Service Type
Weyerhauser Company ❑ Registered XCertified
PO Box 1391 ❑ Express Mail ❑ Insured
New Bern, NC 28563 ❑ Relum Receipt for Merchandise ❑ COD
and fee is paid)
X /
PS Form 381 t mbar 1994 102595-e8-a-om
X
PS Form 3811. December 1994 102595-08-"-0 g
$ SENDER-
a Complete items 1 and/or 2 for additional services.
i A that we can ream 1Ns
. Complete Items 3, 4a, and 4b.
^.I . Print yyoour name and address on the reverse of this form eo
ca d to ou.
. Attach this form to the front of the mellplece, or on the back if space does not
ppeermit
. Tdte Wefum Recelpf requested"on the mallplece below the article number.
. The Return Receipt will allow to whom the article was delivered and the data
Ic delivered.
E,,,1 3. Article Addressed to: 4a. Article
6 :,I b $ervic
I also wish to receive the
following services (for an
extra fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
9 Geneva Tyndall Moore ❑ Registered
($ 2260 Wilmar Road ❑Express Mall
❑ Return
Vanceboro, NC 28586
a. a 7. Date of Delivery eceived By: (Print arse) 8. Addressee's Address (Only
11 and fee is paid)
i PS Form 3811, December 1994 1 I ss-9843-0229
Certified
❑ Insured
❑ COD

North Carolina
Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor NCDENR
William G. Ross Jr., Secretary
Donna D. Moffitt, Director
May 23, 2001
NC DOT
C/o Jay Johnson
Division 2
P.O. Box 1587
Greenville, N.C. 27835
Dear Jay:
The NC Division of Coastal Management hereby acknowledges receipt of your application for State
approval for development of your property located at SR 1704. It was received on May 4, 2001, and
appears to be adequate for processing at this time. The projected deadline for making a decision is July
18, 2001. An additional 75-day review period is provided by law when such time is necessary to complete
the review. If you have not been notified of a final action by the initial deadline stated above, you should
consider the review period extended. Under those circumstances, this letter will serve as your notice of an
extended review. However, an additional letter will be provided on or about the 75th day.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be: Nailing the notice card to
a telephone pole or tree along the road right-of-way fronting your property, or at a point along the road
right-of-way where a private road would lead one into your property. Failure to post this notice could result
in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify mein writing
if you wish to receive a copy of my field report and/or comments from reviewing agencies.
Sincerely,
I
Bill Arrington
NC DOT Field Representative
Enclosure
Charles Jones
cc: Doug Huggett
Ted Tyndall, District Manager
Morehead City District \ 15 1 -13 Hwy. 24, Hestron Plaza H
Morehead City, North Carolina 28557
Phone: [phone] \ FAX: [phone] \ Internet: http://dcm2.enr.state.nc.us
AN EQUAL OPPORTUNITY \ AFFIRMATIVE ACTION EMPLOYER — 509e RECYCLED / 10% POST CONSUMER PAPER

Alm ►1/WA�==I 7
•l-�MEJM1=3n==3ai-

UTILITIES LEGEND,
TYPICAL EACH SHEET
SOIL EROSION CONTROL LEGEND.
TYPICAL EACH SHEET
SILT BASIN TYPE B
1 POWER POLE M TEMPORAPY POCK SLT CHECK TYPE -A
1► TEMPORARY ROCK SLT CHECK TYPE-B -
AG I TEMPORARY SLT FENCE
MACE BREAK
© TELEPHONE PEDESTAL
DIRECTION OF GLOW /
© CABLE TV PEDESTAL
Q+ SEWER CLEAN OUT
® WATER, VALVE \
FIRE HYDRANT
0 WATER METER L'•�
\ EARL B HARRIS
EIP O EXISTING IRON PIPE BARBARA J HARRIS aJ
3560 ADAMS CREEK RD /I
+ PROPERTY CORNER HAVELOCK NC 28532
404 WETLANDS \ DEED BK 1499, pg 240 --
AEC AREA OF ENVIRONMENTAL
CONCERN \ �=
'Y---COASTAL WETLANDS
XXX--404 WETLANDS FILL AREA
EfeE E SOM 1\ —
NEUSE RIVER ___
RIPARIAN BUFFER '
'llI�III}— WOODSLINE
DIFFUSE FLOW DIFFUSE FLOW THROUGH \ —
VEGETATED UPLANDS BEFORE ENTERING WETLANDS
TEMP. ROCK SILT CHECK TYPE
SILT BASIN TYPE-
-±B� UPLANDS \ 404 WETLANDS • =�
PR PR
.,I, L.11�1 "PROPg5ED IR III 1114111 I�I �r — AREA I ZONE
I II L.J 2 4-6 C4YA WETLAND_ I
r-Y"3r...,I ti
SILT BASIN TYPE-6 — IEl
,R2onaE0 R'W TEMP.POCK SILT CHECK TYPE -A: 4-9
— A-B Cq 9
D UVY FLOW THROUGH �y /
V ET €D UPLANDS BEFORE ENTERING WETLANDS � n �-
I$I Q v CAM LINE
MA. - ¢' BUFFER
UPLANDS v —
Y' a 2001- ,g Clum WETLANDS ZONE 2
GENEVA TYNDALL MOORE•
1ASTAL MANAGEMENT 2260 WILMAR ROAD — / Y
MOREHEAD VANCEBORO,NC 28586
D.BK. 1049, PG. 38 -�
E
Ups SIL T'�8'A 4 T
03' �,7
TEMP. ROCK SILT CHECK TYF
DIFFUSE FLOW THROUGH
VEGETATED UPLANDS BEFORE ENTER114G WETLANDS
PPIROSEO SLi=ENEE EVRILC m, I 'KIRo5E0
LEiLNq I VW.O' 6• - I vYO'"6' I YEILMA 1 —
r5pt£ Cf bSC Poa IE. ff ltF POa I E' //yI•�
I WILLIAM K BRADLEY, JR- SLT FENCE
I I DETAIL —
ELIZABETH BRADLEY 5
351 BECTON RD
HAVELOCK NC 28532 /
DEED BK 1472,Pg 865
W ) C
��
Oz
IJ EXISTING 3@ 48'x 30" CMP =�
— h/o
PROPOSED 4@ 60 x 36N CMP %J /
404 WETLANDS
: SILT FENC
I404 WETLANDS
30•
VEER30, 20' AREA 2
Rl lCcro
�'� IlyEii�
BASIN TEFE-B
SILT CHECK TYPE -A
ROCK SILT CHECK TfPE-A
T BASIN TYPE-B
PROJ.REFERENCE NO.
SHEET NO. TOTAL SHEETS
6.172360
1
STATE PROJECT NO.
DESCFIPTIOU
CAMA MAJOR
SR 1704
PERMIT
BECTOII ROAD
APPLICATION
TOWNSHIP N0.5
CRAVEN COUNTY
SCALE:I'=50'
MAY 2, 2001 REVISED
PERMIT PLAN DATE. NOVEUBER 20,2OG-
PREPARED BY: N.C. D.O.T.
DISTRICT ENGINEER'S OFFICE
209 S.GLENBURNIE ROAD
NEW BERN,NC 28560
FOR PERMITTING ONLY:
NOT FOR CONSTRUCTION
_j WEYERHAEUSER COMPANY
PO BOX 1391
NEW BERN,NC 28563
o DEED BK 364,Pg 539
3
GRADE BREAK
UNE AN 'IT 3D' 404 LINEFENC 409 T7HE 1
BUFFER �I C,Ry "�V Ll.- —
ZONE I.Y A y A-4 A' yo
JS
W0003 AREA 4
8UFFER BUFFER a — 404 WETLANDS F
20NE I ZONE 2 LA _
SILT BASIN TYPE-B
TEMP.
R CK SILT CHECK
TYPE—
ARE-'
OF OPEN WATER TO
BE FILLED: 80 SQUARE
FEET NORTH SIDE
I
AREA OF OPEN WATER TO
AREA OF OPEN WATER TO
BE FILLED: 160 SQUARE
BE FILLED BY PIPES: 86
FEET SOUTH SIDE
SOUAFE FEET LT.-L-
DIFFUSE
FLOW THROUGH
106 SQUARE
FEET RT. -L-
VEGETATED
UPLANDS BEFORE ENTEP.INf--.
WETLANDS
NOTE: OPEN WATER EXCAVATION WILL
BE 615 SQUARE FEE-
CAMA WETLAND AREA TO BE FILLED
404 WETLAND
AREA TO BE FILLED
UPLANDS
AREA I-------
0.0 SCUAP.E
FEET
AREA I-------
98 SQUARE FEET
AREA 2 -------
0.0
SQUARE FEET
AREA 2------- 1128 SQUARE FEET
AREA 3 -------
'a.
SQUARE FEET
AREA 3-------
56 SQUARE FEET
AREA 4------- 72,
SQUARE FEET
AP.EA4------- 169 SQUARE FEET
TOTAL •AREA --------
3971 SQUARE FEET
TOTAL AREA ---------
1451SOUARE FEE-
0.04 ACRES
0.03 ACRES