19850081 Ver 1_COMPLETE FILE_19850408

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State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor _ -S. Thomas Rhodes, Secretary
May 2, 1985
Mr. Mike Nicodeme
Fairfield Harbour, Inc.
750 Broad Creek Road
New Bern, NC 28560
Subject: Certification Pursuant to Section
401 of the Federal Clean Water Act,
Proposed Expansion of Marina
'Fairfield Harbour, Inc.
Craven County
Dear Mr. Nicodeme:
Attached hereto are two (2) copies of Certification No. 1795
issued to Fairfield Harbour, Inc. dated May 2, 1985.
If we can be of further assistance, do not hesitate to contact us.
Sincerely yours,
ORIr;In Al. `1?'?1rD
R. Paul Wilms
Director
cc: Wilmington District Corps of Engineers
9 Wa hington Regional Office
l - William Mills
Mr. David Owens
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity / Affirmative Action Employer

NORTH CAROLINA
Craven County
y CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirement=s: 'of
Section 401 Public Laws 92-500 and 95-217 of the United--States:an&.subject to
the North Carolina Division of Environmental Management--Regulations-,in r5_NCAC
2H, Section .0500 to Fairfield Harbour, Inc. pursuant :to an:application
filed on the 22nd day of October, 1984 to construct a.marina expansion
and condominium complex.
The Application provides adequate assurance that the 'discharge of fill
and rip-rap into the waters of Northwest Creek in conjunction with thel
proposed marina expansion in Craven County will not result in a
violation of applicable Water Quality Standards and discharge
guidelines. Therefore, the State of North Carolina certifies that this
activity will not violate Sections 301, 302, 303, 306.,-107 of PL 92-500
and PL 95-217 if conducted in accordance with the application and-
conditions hereinafter set forth.
Condition(s) of Certification:
1. That the activity be conducted in such a manner
as to prevent significant increase in turbidity
outside the area of construction or construction-
related discharge (increases such that the
turbidity in the Stream is 25 NTU's or less
are not considered significant).
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2. That a lock-head policy shall be
posted and enforced.
3. That marine pump-out facilities
be provided for boats with heads.
Violations of any condition herein set forth shall result in revocation
of this Certification.
This Certification shall become null and void unless the above
conditions are made conditions of the Federal Permit.
This the 2nd day of May, 1985.
DIVISION OF ENVIRONMENTAL MANAGEMENT
ORIGINAL SOIGNED gY: D.R.I .
R. Paul Wilms, Director
WQC# 1795
DIVISION OF ENVIRONMENTAL MANAGEMENT
wit April 25, 1985
SMORANDUM
TO: Bill Mills
Permits and Engineering
THROUGH: Jim Mulligan, Regional Supervisor ,
Washington Regional Office ?-/
FROM: William J. Moore, Environmental Engineering Tech W
Water Quality Section
Washington Regional Office
SUBJECT: Regional Office Review and Recommendations R E C E I V E D
Fairfield Harbor
Craven County
A preliminary review of the proposed project indicates that:
A 401 Water Quality Certification will not be required.
APR 2 6 1985
WATER QUALITY SECTION
OPERATIONS BRANCH
A 401 Water Quality Certification will be required, and will
require public notice advertisement.
A 401 Water Quality Certification will be required, but should
meet the conditions of the General Certification for
and therefore will not require public notice.
Final review and recommendations 4/24/85
A 401 Water Quality Certification will not be required, this office
has no objections to the proposed project.
It is trecommended that a 401 Water Quality Certification be issued
containing a turbidity limit of 25 : 50 NTU. This office has no
objections to the proposed project.
The proposed project appears to meet the conditions of the General
Certification for:
This office has no objections to the proposed project.
Additional Comments:
- Proposed expansion of marina basin (200'x2001 x -"V .deep)
- 1100 l.f, of bulkhead (riprap and wood)
- All storm runoff routed to detention ponds or lakes designed for 25 year -
24 hour storm event
- Overflow to Northwest Creek, Class SC
WJM/ekw
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-STATE,
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State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor S. Thomas Rhodes, Secretary
Office of Coastal Mgt.
PO 769
Morehead City NC 28557
919 726-7021
February 20, 1985
Sun Journal
New Bern, N. C. 28560
Gentlemen:
Please publish the attached Notice in your
February 26, 1985, issue of the Sun Journal. Send
us bill in duplicate and Affidavit of Publication-
as soon as possible.
JLM/t
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ordially yours,
ames L. Mercer
Field Consultant
7?E
Fairfield Harbour Marina
FEB 21 1W5
<sERMITS & ENGINEERING
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
• An Equal-Opportunity / Affirmative. Action Employer
40 0"
NOTICE; OF FILITIG OF
PPLICA1'IO,T FOR CANA 11A.-J 3R DEVELOPMENT ,
Er'.!-1I14 AND WATER QUALITY CERIIFICATIO111

Pursuant to i;CCS 11.3A-119(b) and 143-215 3(a)(1)(c), the DeparCmo.nt of
Natural Resources and Comnunity Dovelopmcnt hereby gives Public ?Totice that
Craven County
Fairfield Harbottr Marina of Fairfield Harbour -Subdiv:, filed an appIi-
P-ation on Jan. 30, 1985 for a permit from the Office of Coastal
Manacenent to develop in an Area of Environrental Concern and for Certification
'from' the Division of Environmntal Ma' nager:ient. that a disch arse of fill materia?
in project wetlands will not violate applicable Slater Quality Standards.
According to said application, the applicant proposes to expand existing marina
facility by excavating an additional.40,000 sq.ft. of highground basin adjacent to
Northwest Creek. Other highground development includes a new clubhouse and ccnTnercial
area with•parking lot and a condominium complex.
A copy of the entire application and 'additional information n:a- be c?:anincd
(or copies furnished, upon payment of reproduction costs) during.normal business
hours at the Office of Coastal Management, James L. Mercer, Div. Marine Fisheries
Building, Morehead City, NC 28557 and/or the Division of Environi:%antal
Management, Bill Moore, NRCD Field Office, Washington,. N. C. 27889.
The Division of Environmental Management proposes to take final ac=ion on this
Water Quality Certification on or after April 8, 1985
The issuance of the CAMA Major Developmant .Permit and the Section 401 Cerrific-.tion
may deviate from this projected date depending upon the nature of the com;itnts
submitted aad subsequent hearings that may result.
.All persons desiring to make comments should do so in writing to
--Dave Owens, Director, Office of Coastal Management, P. 0. Box 27687,
Raleigh, N. C.- 27611 prior to March 13, 1985 M for consideration
under the LAMA Permit decision, and to Mr. Cecil G. Madden, Jr., Divi-
sion of Environmental Management, PO Box 27687, Raleigh, N. C. 27611
March 28, 1985 prior to ? for consideration under the Water
Quality Certification decision. -'
• PERMIT.S-. & ENGINEERING

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DIVISION OF ENVIRONMENTAL MANAGEMENT
February 13, 1985
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MEMORANDUM
TO: Bill Mills
Operations Branch
THROUGH: Jim Mulligan, Regional Supervisor
Washington Regional Office
FROM: William J. Moore, Environmental Engineering Tech
Washington Regional Office - WaRO
SUBJECT: Joint Public Notice
Fairfield Harbor (Marina)
Craven County
The following determination has been made regarding the subject project:
MA 401 Water Quality Certification will be required.
OA 401 Water Quality Certification will not be required.
See additional comments below.
Additional comments pending.
WJM/ekw
cc: Jim Mercer
Mom'

North Carolina Department of Natural COASTAL MANOFFICE OF
AGEMENT

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W. Owens
David
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Resourc
s Director
James B. Hunt, Jr., Governor James A. Summers, Secretary Telephone [phone]
Feb. 8, 1985
Mr. Robert Helms, Director
Division of Environmental Manage nt
Raleigh, North Carolina 27611
Dear Mr. Helms:
The attached copy of an application submitted by:
Fairfield Harbour (Marina, NW Creek)
Applicant's
Fairfield Harbour Subdiv.
MAJOR MODIFICATION REQUEST
PERMIT NO. 95-82
Craven
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Location of Project County
X for a State permit to perform excavation and/or fill
work in coastal North Carolina and for a CAMA major
development permit...
for a CAMA major development permit (only) ...
... is being circulated to State and Federal agencies having jurisdiction
over the subject matter which might be affected by the project.
Please indicate on the reverse side of this form your viewpoint on
the proposed work and return it to me not later than
Feb. 25, 1985
JRP:ap:483
Sincerely,
Jo n . Parker, ?Jr.,Chi Major Permits Processing Section
P. O. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer
(A) This agency interposes no objection to the proposed w --Irk.
(B) Dredge and/or Fill. This agency objects to the pr.
as proposed. The objection is based upon findings'whi
lead to the conclusion that..there will be one. or more
adverse effects as covered in G. S. 113-229 (e) 1-5.,
(e) (1) ...that there will be significant
adverse'effect of the proposed
dredging and filling on the use
of the water by the public;
(e) (2) ...that there wi11 be significant
adverse effect on the value and
enjoyment of the property of any
riparian owners;
(e) (3) ...that there will be significant
adverse effect on public health,
safety, and welfare;
(e) (4) ...that there will be significant
adverse effect on the conservation
of public and private water
supplies;
(e) (5) that there will be significant
adverse effect on wildlife or
fresh water, estuarine or marine
fisheries;
(C) CAMA Major Development. This agency objects to"the
project as proposed. The objection is based upon
findings which lead to the conclusion that a violation
would occur as covered in G.S. 113A-120 and/or 15
NCAC 71. The following reference indicates the
specific citation by which objections have been
made.
(D) Agency findings relating to item(s) A and/or B
and/or C are hereby detailed.
(E) Comments are submitted that do not directly relate
to item B and/or C but are relevant to the public
interest. (These comments will be forwarded by the
Department of Natural Resources and Community Development
to appropriate State or Federal agencies).
signed
date
MAJOR MODIFICATION TO Long. 76 58 02
EXISTING PERMIT 95-82 OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
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1.`s p lid's name Fairfield Harbour (Marina expansion and condos)
2. Location of project site
SR 1600 Fairfield Harbour Subdiv. Harbour Side 44y,
d. & NW
3. Investigation type: Dredge & Fill X CAMA X ???,7
4. Investigative procedure: (A) Dates of site visit 1-11-85 9,
Photo Log E grid systeTV (B) Was applicant present yes
strip #46, Frame 4867 @ M-12
5. Processing procedure: Application received 1-30-85 Office Morehead City
6. Site description: (A) Local Land Use Plan Draven County LUP Feb. 1982
Land classification from LUP• Rural/Conservation
Development constraints identified in LUP
See CAMA Review section
(B) AEC(s) involved: Ocean Hazard Estuarine shoreline
Coastal wetlands X Public trust waters X
Estuarine waters Other inland waters
(C) Water dependent: Yes No Other
Y
(D) Intended use: Public Private X Commercial
(E) Type of waste water treatment: Existing Approved treatment plant Permit 266-84
Planned
(F) Type of structures: Existing marina - office and clubhouse.
Planned marina basin expansion plus highground condo development
(G) Estimated annual rate of erosion 0 Source site observation
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
Cattail (saltmeadow grass) 1,895 sqft
black needlerush, bulrush,
salt reed grass .295 sq.ft.
(B) Non-vegetated wetlands:
existing basin bottomland 6,000 sq.ft. 12,000 sq.ft.
(C). Other: landscape
highground basin 40,000 sq.ft. 7.5 ac:
(D) Total area disturbed: vegetated wetland - 2,185 sct.ft., non-wet 18,000 scrft.
8. Project summary App. proposes to expand their marina facility highground 7.5 ac.
by excavating an addtl. 40,000 sq.ft. of highground basin adj. to NW Creek. Other high-
ground dev. near the basin includes a new clubhou$e and commercial area with parking
lot and a condominium complex.
9., Narrative description
Fairfield Harbour Subdivision is located at the-end of SR 1600 between
Northwest Creek-and Upper Broad Creek on the Neuse River in Craven
County. The location of the current project proposal is centered
around the existing marina which is at the end of Harborside Blvd. on
NW Creek. In brief, the project involves expanding the highground ma-
rina basin and developing a new commercial center and condominium type
area.
The new highground basin will open onto the SE corner of the existing
marina. It will be semi-circular in shape and will require the excava-
tion of approximately one acre of highground property. The project
depth of -6' NWL is compatible with the existing water depths in the
marina that opens on to NW Creek. Approximately 17,700 cu.yds. of ex-
cavated material will be relocated as fill and landscape immediately
adjacent to the new basin. As proposed the entire shoreline will be
bulkheaded with a combination of some 1,100 lin.ft. of concrete, wood,
and riprap. One section of the bulkhead (about 2801) will be installed
some 40' waterward of the NWL. This will involve filling in about 300
11,000 sq.ft. of open water area. This will also displace about
sq.ft. of intermittent marsh fringe vegetation characterized by black
needlerush, salt marsh grass, and bulrush.
A notation is made that this portion of the existing marina was ori-
ginally excavated from the applicant's highground property. In con-
junction with this filling operation,the overall elevation of the
property will be raised from a +5' elevation to a final grade of ap-
proximately +12'.elevation.
Elsewhere along the shoreline the bulkhead and riprap will displace
an additional 1600 sq.ft. of wetlands which include cattails and salt
reeed grass. This will occur primarily along the southern.face of the
proposed bulkhead alignment.
About 7.5 acres of highground property are involved for development
under this application proposal. This area can be broken down into
two distinct land uses known as the "marina village complex" and park-
ing lot on about 4.2 acres and the "marina condo" complex on about
3.2 acres. Plans for the marina/condos show that 25 units will be
constructed creating a.unit density of 8.7. A majority of the condo-
minium construction activities will take place within 75' of the shore-
line. The proposed marina basin will service the slip and docking
needs of only those residents located in the adjacent condominium
complex. 'In order to accommodate upland drainage and stormwater
management, an 8.5 acre landlocked lake will be excavated This re
.servoir will retain high volumes of rain water that are directed to
it through prescribed drainage patterns from throughout the develop-
ment.' The lake elevation and its retention capability is designed
to allow some overflow and discharge into the existing marina basin
on'NW Creek.

10. Anticipated impacts
The general shape-or design configuration of the proposed basin sug-
gests that flushing within the basin and existing marina will not be
a problem. This is to say that the overall extent of the basin into
high ground is not excessively long, and that the basin opens wide
on to the existing waterway.
The applicant plans to excavate the one acre basin in the dry and
conduct all bulkheading construction activities prior toopening the
bain to the existing waterway. The project plans also show the use
of sedimentation and erosion control devices throughout the construc-
tion phase of development. It is also noted that the development will
be serviced by a .new wastewater treatment plant that will discharge
into the Neuse River. CAMA Permit No. 266-84 was issued to NE Craven
Utility Company and authorizes the construction of the discharge pipe
into the Neuse River.
The proposed project is then considered a modification to the overall
development plans for the Antiqua Section of Fairfield Harbour as au-
thorized by State Permit No. 95-82. The applicant's engineering con-
sultants have indicated to this office that the originally permitted,
lengthy canal system as authorized will not be undertaken by Fairfield,
and Fairfield's current proposal represents a significant reduction
in the amount of open water alterations to be made. The new Master
LUP as provided on Sheet 2 of 14 illustrates the overall scope of
development for the Antiqua Section.
CAMA Review
The applicant is working closely with Craven ? County in an effort to
amend the county's LUP and ultimately the classification map. Spe-
cifically, the project area in and around the existing marina on NW
Creek and the subdivision area known as Antiqua are presently classi-
fied as "rural." This classification does not.allow for high density.
development or population growth. In addition, the rural clo ssifi-
cation does not allow for the operation of a community sewer system.
Therefore, in order to accommodate the proposed development, the
land classification scheme must be changed t.o either "transition"
or "developed." The OCM supports-Craven County's conservation desig-
nation for the coastal salt marshes and the wooded swamp wetlands
that border a large marjority of the Antiques shoreline.
Submitted by Jas. L.' Mercer
Date Feb. 7, 1985

APPLICATION
FOR
PERMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
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)REC2-'I "Y
. 1
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT ---- - --
Department of Administration State of North Carolina Department of the Army - yy -"
(GS 14612) Department of Natural Resources and Community Oevetopment Corps of Engineers, Wilmington
(GS 113.229,143.215.3(a)(1), 143-215.3(c), 113A•119 (33 CFR 209.320.329) '/4;??0 ?-e
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BI o
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank. r? .11196?
v
144
Applicant Information
A. Name Fairfield Harbour Inc.
Last First Middle
B. Address 750 Broad Creek Road
Street, P. O. Box or Route
New Bern. NC 28560_638-901 1
City or Town State Zip Code Phone
It. Location of Proposed Project:
A. County Craven
B. 1. City, town, community or landmark Fairfield Harbour - New Bern
. 2. Is proposed work within city limits? Yes No X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Northeast Creek
Ill. Description of Project
A. 1. Maintenance of existing project 2. Newwork Marina Basin Addition
B. Purpose of excavation or fill
1. Access channel -length -width depth
2. Boat basin 200' length 200' width 200' depth 6'
3. Fill area length 300' width 40' depth 2' - 10'
4. Other length width depth
C. 1. Bulkhead length 1100' Average distance waterward of MHW (shoreline) New Shoreline Establishment
2. Type of bulkhead construction (material) Rip Rap - Concrete - Wood
D. Excavated material (total for project)
1. Cubic yards 17,700 2. Type of material Sand Loam
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 3600 2. Type of material Sand Loam
IV Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location On ro•e t site
2, Do you claim title to disposal area! Yes
D. Fill material s+,wce if fill is to be trucked to N/A
E. How will excavated material be entrapped and erosion controlled? Material to be excavated under drv conditions
Silt basins - Silt fence - Straw bales
F. Type of equipment to he used Scrapers, dozers dragline '
G. Will marshland he crossed in transporting equipment to project site? It yes, explain No
D& F-i 1
Rev, lolls
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V. Int ,&d use of Prot Area (DescrAte)
A. 1.. Private 'Marina With Shops
2. Commercial Condominiums
3, dousing Development of Industrial
4. Other
B. 1. Lot size(,)6+
2. Elevation of lot(s) above mean high water
3. Soil type and texture Sandy Loam
Wood Frame
• 4. Type of building facilities or structures
X ?tanned X
S. Sewage disposal artdlor waste water treatment A. Existing -
Existing with expansion this year 10
8. Describe _ ._._
6. Land Ctassificauor. Icircle one) DEVELOPED TRAN!:iMONAL CO SM` NI ,b Local LRnd Use Plan Synopsis)
CON'SERVAT10fv OTHER --
VI. Pertaining to Fill and Water Quality
A. Does the proposed pro;tc: rr•.?olre the pl iWnem rA rill materials below mean hit h water? Yrs No
B. 1, Will any runoff or cischarge entt:r adjacent waters as a result of protect acuvity or planned use of the
area following protect completion? Yes X No
Storm Water Runoff
2. Type of Jischarge
Northeast Creek
3. l.ocatwr, of discha at Marina
Unknown
VII. Present rate of shcreline erosion Of known):
Vill. List permit numbers and issue dates of re previous Department Y Cops of Engin0343 & tNCr oofor - 82
' work in project area, if applicable:
1 ear
IX. Length of time required to complete project.
X. In addition to the completed application form, the following items must be provided: applicant
A. Attach a copy of the deed (with State application only) or other instrument under which app
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
• then forward a ropy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an aCGUratr wort, plat drawn to scaie on 8,; X 11" white paper kee instruction booklet for
details). Note: Or.ginal dra•+ings preferred • ony high quality copies accepted.
C. A copy of the application and plat must be served upon adjacent riparian landowners by registered or
certified mail or by ouhh-dtion!G.S. l t3-229 td))Enter date served
D. List names and ; ampietc addre:,ses of the riparian landuwners with property adjoining applicant's.
Such owner, have 30 tl.,vs in wh ch',(I Suhmlt comments it. agencies listed below. Darrel D. Daniels
Sam L. \Vhitehurst p,p. Box 225
. Rt. 1 Box 329
New BernoC 28560
• New Bern NC 28560
XI. Certification requirement: i r;eftif•, that to the best of my knowledge, the proposed activity complies
with the Stare jf North Caroline`s appe.,ved coa,tal management program and will he conducted in a
manner consistent with vich prograrn
XI1. Any permit issued pursu.,nt t.) thi; appttcation will allow only the development described in this Appli•
cation and plat. appi:csrrts should therefure describe in the application and plat all Antic .pated devel-
opment activiars, including construction, ear.avaiton, filling, and land clearing. "
DATE 2 9 Applicant's azure
DaF-82 SEE REVERSE SIDE fOR MAILING INSTRUCTIONS
`.
Rev. 10178

Introduction
Fairfield Harbour is located in Craven County, North Carolina, approximately
eight (8) miles east of New Bern, at the confluence of Northwest Creek with the
Neuse River. Fairfield Harbour is developing into one of the more desirable resort
communities located in this area. It is the developer's intent to develop a Master
Land Use Plan that is harmonoius with the natural habitation of the area and that
creates a positive influence on the environmental-ecological systems in existence;
however, also with the accomplishment of economical feasibility and success.
The growth rate of the Fairfield Harbour community is accelerating each year with
the construction of single family homes, condominiums, resort facilities, and expansion
into new development areas. Presently under construction is a second 18 hole golf
course located on the east side of S.R. 1600. There are approximately 2334 single
family lots of which 250 are built on and 170 existing multi-family type units. In
addition, there are country club and restaurant facilities as well as marina facilities.
Permit Review
This project is being submitted for permit review and approval to the U.S. Army Corps
of Engineers for administration of the federal review and to the North Carolina Department
of Natural Resources and Community Development - Office of Coastal_ Mann-ement
for adminstrationof the state review. The district office for the Corps is located
in Wilmington, NC and the regional office for the Office of Coastal Management
is located in Morehead City, NC. Permit applications are submitted to those offices.
Description of Project
This project will consist of the expansion of the present marina and boat basin at
the Fairfield Harbour marina complex. Both commercial and condominium type facilities
are planned to be constructed around the improved marina. Approximately one (1)
acre of land will be excavated (17,700 cubic yards of material) to create the basin.
Also, approximately .3 acre of the existing marina is planned to he filled_?urpny,
3600+ cubic yards of fill material. Bank treatment Oll consist of a combination
i

of wood bulkheading with rip rap placed on the outward slope in front
of the bulkhead. Immediately in front and around the perimeter of the
bulkhead is planned a system of wood pier and boat docks.
Stormwater Management
Stormwater run-off direct drainage to the stream system contributes
to the degradation of water quality. Recognizing this, drainage will be
diverted away from the stream system into grassed swales and pipe systems
leading into one of the existing lakes within the project area which will
act as a retention basin. The lakes will have over flow structures which
will discharge into the boat basin.

Erosion Control
An erosion and sedimentation control plan will be submitted to the Land
Quality Section, NRCD for approval prior to construction. Accepted
erosion control methods will be mployed and all precautions as necessary
will be taken to prevent sediments from entering the stream.
Wastewater Treatment Facilities
Northeast Craven Utility Company presently owns and oeprates the wastewater
-treatment facilities serving Fairfield Harbour. NPDES permits are for
.1 mgd to Upper Broad Creek and 1 mgd to the Neuse River. Existing
plant capacity is :Imgd with new .3 mgd facilities under construction with
start-up in early spring of 1985.
Potable Water Supply
Northeast Craven Utility Company presently owns and operates the water supply
system serving Fairfield Harbour. Cater is supplied by 2 wells with storage capacity
of .5mg,. Future wells are planned as needed.
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VICINITY MAP TAKEN FROM
0.3.0.3. MAP OF NEW BERN.
FAIRFIELD HARBOUR 1\1 10
DEVELOPED
SITE
TO N.C. 55 VICINITY MAP
EXISTING
LAKE
V'
EXPANSION
PROPOSED FAIRFIELO HARBOUR
MARINA
LL.EwELLYN - l.?
HAGY
ANTIGUA
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LIMITS OF FAIRFIELD
HARBOUR PROPERTY
DAN I ELS
NEUSE RIVER
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SITE PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 1 OF 14
CRAVEN COUNTY NORTH CAROLINA ?. SCALE: APPROX. 1" = 800'

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ANTIGUA
MARSH?I PARCEL `,
K? ' - PROPOSED
LAKE C
L
L ?• LET FOREST`•?'? PARCEL C
` D WASTEWATER
`MARSH TRNT.
`?`.? C?PLANT
?PAAI EL /
LIMITS OF FAIRFIELD \\ '
HARBOUR PROPERTY
DAN I ELS
- NEUSE RIVER
vt` :J
SEE SHEETS 3 & 4 FOR MASTER LAND USE TABULATION ?-
r?
MARINA EXPANSION THOMAS ENGINEERING CONSULTANT , P.A•
MASTER PLAN (ANTIGUA) NEW BERN, NORTH CAROL! A
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 2 OF 14
• SCP.LE: APPROX. 1 800'
CRAVEN COUNTY NORTH CAROLINA

• MASTER LAND USE TABULATION
EXISTING LAND USE ACRES U/A UNITS
WATERWOOD CONDOS SH 3.9 AC 4.7 U/A 18
WATERWOOD PEDEST. TS 6.5 AC 4.7 U/A 29
HARBOURSIDE VILLAS SR . 4.9 AC 13.3 U/A 24
HARBOURSIDE TS 1.9 AC 12.6 U/A 24
HARBOUR MASTER VILLAS SR 4.6 AC 17.4 U/A 80
SANDCASTLE I TS 5.6 AC 5.4 U/A 30
SANDCASTLE If TS 3.9 AC 7.7 U/A 30
SANDCASTLE COVE TS 4.4 AC 5.0 U/A 22
TRADEWINDS SH 4.3 AC 8.4 U/A 36
MARINA CONDOS SH 3.2 AC Y 8.7 U/A 28
SANDCASTLE LAKE 5.2 AC
WATERWOOD'LAKE 4.4 AC
MARINA VILLAGE & PARKING 4.2 AC
POOL do REC. BUILDING 1.1 AC
ROAD R.O.W. AT 60' 14.2 AC
SUBTOTAL 72.3 AC 4.4 U/A 321
PROPOSED LAND USE ACRES U/A UNITS
PARCEL A TS 5.4 AC 7.2 U/A 39
PARCEL B SH 7.8 AC 6.0 U/A 47
PARCEL C SH 4.9 AC 6.0 U/A 29
PARCEL D SH 2.5 AC 6.0 U/A 15
PARCEL E SH 4.5 AC 6.0 U/A 27
PARCEL F SH 1.9 AC 7.0 U/A 13
PARCEL G SH 2.8 AC 7.0 U/A 20
PARCEL H SH 1.2 AC 10.0 U/A 12
PARCEL I SH 3.8 AC 10.0 U/A 38
PARCEL J SH 6.8 AC - 10.0 U/A 68
PARCEL K SH 3.5 AC 10.0 U/A 35
PARCEL L S,-i 2.1 AC 7.0 U/A 15
PARCEL M SH 1.9 AC 10.0 U/A 19
ROAD R.O.W. at 60' 8.3 AC
RECREATION FACILITY 5.0 AC
YACHT BASIN EXPANSION 1.3 AC
PROJECT FACILITY 8.3 AC
LAKE A PHASE I 5.3 AC
LAKE A PHASE II 2.7 AC
LAKE B 8.5 AC
_ LAKE C 3.7 AC -''
SUBTOTAL 92.2 AC 4.1 U/A 37 -?°`Jy

• Y
i r
s r .-

MARINA EXPANSION
THOMAS
ENGINEERING CONSULTANTSP.A.
.•

MASTER LAND USE TABULATION
N5V BERN, NORTH CAROLINA. wf
?_
MARINA TILLAGE FAIRF,CLD HARBO UR
JANUARY,
1985 SHEET
3 OF 1 4
CRAVEN COUNTY NORTH CAROLI NA SCALE: NONE

MASTER LAND USE TABULATION
Continued
LAND USE SUMMARY ACRES UNITS
MARINA VILLAGE 4.2 AC
RECREATION FACILITY 6.1 AC
380
SHELTER (SH) AC 104
SHELTER RENTAL (SR) 5 AC
9.
9.5
214
TIMESHARE (TS) 2
AC
LAKES 29.8 AC
ROAD R.O.W. AT 60' 22.5

PROJECT FACILITY AC
8.3
WET FOREST 31.9 AC
MARSH 21.9 AC
NET DENSITY 7.9 U/A
GROSS DENSITY 3.2 U/A
TOTAL 212.6 AC 698
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
MASTER LAND USE .TABULATION NEW BERN, NORTH CAROLINA 4 OF 14
JANUARY, 1985 SHEET MARINA VILLAGE FAIRFIELD HARBOUR SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA

uu
DOCK TO BE
REWORKED AND
BULKHEAD
TO BE ADDED
PROPOSED
NEW
MARINA
NEW DOCKS AND BULKHEAD -
EXISTING EDGE OF WATER-----,,,./
I - MARSH i /
MARSH
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r 1 [CAMA A.E.C. LINE
TO
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PROPOSED PARKING /
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VILLAGE
\ PROPOSED NEW CAMA A.E.C. LINE ` `'?---
\ PROPOSED CONDOMINIUM
\ STRUCTURE (TYP.)
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PROPOSED LAKE
OVERFLOW ELEVATION - +2.5
1- l
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
PROPOSED CONSTRUCTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 5 OF 14
SCALE:
CRAVEN COUNTY NORTH CAROLINA 1" = 200'

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1220 S. F. MARSH
- - ---
c.
c
EXISTING EDGE OF WATER `
I
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300 S. F. MARSH-
150 S.F. MARSH
1— 11

PROPOSED NEW I
CAMA A.E.C. LINE

TCAMA A.E.C. LINE
i
225 S.F. MARSH
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NOTE: SHADED AREAS INDICATE MARSH
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EXISTING MARSH AREAS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 5A OF 14
.CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 100'

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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION A - A NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAlRFIELQ HARBOUR JANUARY, 1985 SHEET 6 OF 14
SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA
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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION B - B NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 7 OF 14
CRAVEN COUNTY NORTH CAROLINA . SCALE: NONE

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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION C - C NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR' JANUARY, 1985 SHEET 8 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
1-1

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PROPOSED \ I '
EDGE OF Y I /
WATER 17 / i
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EDGE OF
WATER
FILL AREA
3600 C.Y.
IXGVATIOON EXISTING
17,700 C.Y. LAKE
/ I HIGH ELEV.
+3.0
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I CAMA A.E.C. LINE
\ PROPOSED NEW
\ CAMA A.E.C. LINE
\

FILL AREA
14.100 C.Y.
PROPOSED LAKE
OVERFLOW ELEVATION - +2.5
\ \ REPRESENTS PLACEMENT OF EXCAVATED MATERIAL ^ w-
• REPRESENTS MATERIAL TO BE EXCAVATED
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EARTH DISTRIBUTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 9 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'

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OVERFLOW ELEVATION - +2.5
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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
DRAINAGE PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 10 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" 200'

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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A. I
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 11 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
?a
a
.. ii

•' SNo SECTION fENOaION'T 9o4OCR SON"
?--TMJLDOS
TnNONrI? surf on"
Ta or .wL sLa.c
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cave ~ .s .0apm *e .
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r lo' --11 T? aka. SILT eas" rm a wT M]U K UTN am ro wwmI swwmr.
Tat O WILL SECTION-AA
TEMPORARY SLOPE DRAIN DETAIL
FLOW -+-
SECTION A-A
MANE OR NYLON BOUND SALES
PLACED ON CONTOUR
?.
ANGLE IIW STAKE TOWARD
A ram- PREVIOUSLY LAID BALE
I 2 Rf BAN! STEEL PICKETS,0. 2' . 2 STAKES 13'-LO
I r IN MIOUIIO
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ELEVATION ' I
STRAW BALE DIKE
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 12 OF 14
SCALE: NONE
CRAVEN COUNTY NORTH. CAROLINA

?iCP? MTCY SLOPE
?1llibllliL?llll?iill1?11111?1111 ?1111I?11111?1111l?11111=
AN OF OIrCN ROB IBIE U CTM IM FEET ECUAL!, E TAWS OF DITCH FLOB LIPS
_ T" GRumAU 3CBF ACE
Iilllf_ IIII??IIIIII?IIII IIII?IIIII?IlII?II!1?'
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ELEVATION
SILT BASIN DETAIL
TYPE B B°
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CRO 4 .TIONAL IFw
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SILT DITCH DETAIL
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MARINA EXPANSION THOMAS ENGINEERING CONSUL1AFJ-IS,7- -.:"`
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 13 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
FLAN
f 4
IL
I It,
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NOTE
ROCK SMALL 8E CLASS 1 RIP RAP OR STONE FOR EROSION
CONTROLICLASS B'1.
K. DISTANCE FROM BOTTOM OF DITCH TO LOWEST S10E OF '
DITC.tl BANK.
T• I8' FOR CLASS 2 RIP RAP
T. W MIN. STONE FOR EROSION CONTROL (CLASS '81.
TO BE PAID FOR AT THE CONTRACT UNIT PRICE PER
EACH 'ROCK SILT CHECK DAM'.
PLAN
KN
SPILLWAY SMALL BE I' MIN.
BELOW LEVEL OP LOWEST BANK. SPILLWAY SHALL BE
rl'MIN BELOW LEVEL OF
+? --?
2-0* LOWEST BANK.
MIN. - - - -
T T
SECTION-AA
SECTION-88
ROCK SILT CHECK DAM
•1
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
JANUARY, 1985 SHEET 14 OF 14
MARINA VILLAGE FAIRFIELD HARBOUR. SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA
DIFICATION TO Long. 76 58 02
)7W PERMIT 95-82 OFFICE OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
11 1. Ac/ant's name Fairfield Harbour (Marina expansion and condos)
2. Location of project site SR 1600 Fairfield Harbour Subdiv. '.arbour Side Blvd. & NW
Creek at the marina.
3. Investigation type:' Dredge & Fill X CAMA X
4. Investigative procedure: (A) Dates of site visit 1-1_1-85
Photo Log E grid systew (B) Was applicant present yes
Strip #46, Frame 4867 @ M-12
5. Processing procedure: Application received 1-30-85 Office Morehead City
6. Site description: (A) Local Land Use Plan Draven County LUP_Feb. 1982
R E C E' V E D Land classification from LUP' Rural/Conservation
• Development constraints identified in LUP
See CAMA Review section
F
INQPE. 101+ AC@pvolved: Ocean Hazard Estuarine shoreline
Coastal wetlands X Public trust waters X _
Estuarine waters Other inland waters
(C) Water dependent: Yes Y No Other
(D) Intended use: Public Private X Commercial _
(E) Type of waste water treatment: Existing Approved treatment plant Permit 266-84
Planned
(F) Type of structures: Existing. marina - office and clubhouses _
Planned marina basin expansion plus highground condo development
(G) Estimated annual rate of erosion 0 Source site observation
7. Habitat description: AREA
(A) Vegetated wetlands: Dredged Filled Other
Cattail (saltmeadow grass) 1,895 sqft
black needlerush, bulrush,
salt reed grass .295 sq.ft.
(B) Non-vegetated wetlands:
existing basin bottonland 6,000 sq.ft. 12,000 sq.ft.
(C). Other: landscape
highground basin 40,000 sq.ft. 7.5 ac:
(D) Total area disturbed: vegetated wetland - 2,185 sa ft non-wet 18.000 sq:ft.
highground 7.5 ac.
8. Project summary App. proposes to expand their marina facility
by excavating an addtl. 40,000 sq.ft. of highground basin adj. to NW Creek. Other high-
ground dev. near the basin includes a new clubhouse and conmercial area with parking
lot and a condominium comple*.
r

9, Narrative description
Fairfield Barbour Subdivision is located at the end of SR 1600 between
Northwest Creek and Upper Broad Creek on the Neuse River in Craven
County. The location of the current project proposal is centered
around the existing marina which is at the end of Harborside Blvd. on
NW Creek. In brief, the project involves expanding the highground ma-
rina basin and developing a new commercial center and condominium type
area.
The new highground basin will open onto the SE corner of the existing
marina. It will be semi-circular in shape and will require the excava-
tion of approximately one acre of highground property. The project
depth of -6' NWL is compatible with the existing water depths in the
marina that opens on to NW Creek. Approximately 17,700 cu.yds. of ex-
cavated material will be relocated as fill and landscape immediately
adjacent to the new basin. As proposed the entire shoreline will be
bulkheaded with a combination of some 1,100 lin.ft. of concrete, wood,
and riprap. One section of the bulkhead (about 2801) will be installed
some 40' waterward of the NWL. This will involve filling in about
11,000 sq.ft. of open water area. This will also displace about 300
sq.ft. of intermittent marsh fringe vegetation characterized by black
needlerush, salt marsh grass, and bulrush.
A notation is made that this portion of the existing marina was ori-
ginally excavated from the applicant's highground property. In con-
junction with this filling operation,the overall elevation of the
property will be raised from a +5' elevation to a final grade of ap-
proximately +12! elevation.
Elsewhere along the shoreline the bulkhead and riprap will displace
an additional 1600 sq.ft. of wetlands which include cattails and salt
reeed crass. This will occur primarily along the southern.face of the
proposed bulkhead alignment.
About 7.5 acres of highground property are involved for development
under this application proposal. This area can be broken down into
two distinct land uses known as the "marina village complex" and park-
ing lot on about 4.2 acres and the "marina condo" complex on about
3.2 acres. Plans for the marina/condos show that 25 units will be
constructed creating a unit density of 8.7. A majority of the condo-
minium construction activities will take place within 75' of the shore-
line. The proposed marina basin.will service the slip and docking
needs of only those residents located in the adjacent condominium,
complex. In order to accommodate upland drainage and stormwater
management, an 8.5 acre landlocked lake will be excavated This re-
servoir will retain high volumes of rain water that are directed to
it through prescribed drainage patterns from throughout the develop-
ment. The lake elevation and its retention capability is designed
to allow some overflow and discharge into the existing marina basin
on • NW Creek.

,?

10.
Anticipated impacts
The general shapb-or design configuration of the proposed basin sug-
gests that flushing within the basin and existing marina will not be
a problem. This is to say that the overall extent of the basin into
high ground is not excessively long, and that the basin opens wide
on to the existing waterway.
The applicant plans to excavate the one acre basin in the dry and
conduct all bulkheading construction activities prior toopening the
Bain to the existing waterway. The project plans also show the use
of sedimentation and erosion control devices throughout the construc-
tion phase of development. It is also noted that the development will
be serviced by anew wastewater treatment plant that will discharge
into the Neuse River. CAMA Permit No. 266-84 was issued to NE.Craven
Utility Company and authorizes the construction of the discharge pipe
into the Neuse River.
The proposed project is then considered a modification to the overall
development plans for the Antiqua Section of Fairfield Harbour as au-
thorized by State Permit No. 95-82. The applicant's engineering con-
sultants have indicated to this office that the originally permitted,
lengthy canal system as authorized will not be undertaken by Fairfield,
and Fairfield's current proposal represents a significant reduction
in the amount of open water alterations to be made. The new Master
LUP as provided on Sheet 2 of 14 illustrates the overall scope of
development for the Antiqua Section.
CAMP' Review
The applicant is working closely with Craven County in an effort to
amend the county's LUP and ultimately the classification map. Spe-
cifically, the project area in and around the existing marina on NW
Creek and the subdivision area known as Antiqua are presently classi-
fied as "rural." This classification does not allow for high density.
development or population growth. In addition, the rural cla,ssifi.-
cation does not allow for the operation of a community sewer system.
Therefore, in order to accommodate the proposed development, the
land classification scheme must be changed to either "transition"
or "developed." The OCM supports-Craven County's conservation desig-
nation for the coastal salt marshes and the wooded swamp wetlands
that border a large marjority of the Antiqua shoreline.
Submitted by Jas. L.' Mercer
Date Feb. 7, 1985

,. ?
a C T-Ir -' •:?1 117 . :1. y
APPLICATION 1., f c
FOR
PERMIT TO EXCAVATE-AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPMENT] - -
Department of Admintstration State of North Carolina Department of the Army "-"--
(GS 146121 Department of Natural Resources and Community Development Corps of Engineers, Wilmington obtrkt
(GS 113.229, 143-215.3(1)(1), 143-215.3(c), 113A•113 (33 CFR 209.320329)
Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1., Applicant Information
A. Name Fairfield Harbour, Inc.
Last First Middle
B. Address 750 Broad Creek Road
Street, P. 0. Box or Route
New Bern NC 28560 638-8011
City or Town State Zip Code Phone
11. Location of Proposed Project.
A. County Craven
B. 1. City,, town, community or landmark Fairfield Harbour - New Bern
2. Is proposed work within city limits? Yes IVo ' X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Northeast Creek - -
Ill, Description of Project
A. 1. Maintenance of existing project 2. New work Marina Basin Addition
B. Purpose of excavation or fill
1. Access channel length _width depth
2. Boat basin 200' length 200' width 200' depth 6' - ..._--
3. Fill area length 300' width 40'depth . 2' - 10'
4. Other length width_- depth
C. 1. Bulkhead length 1 100' Average distance waterward of MHW (shwelinel New Shoreline Establishment
2. Type of bulkhead construction (material) Rip Rap - Concrete - Wood
D. Excavated material (total for project)
1. Cubic yards 17,700 2. Type of material Sand Loam
E. Fill material to be placed below MHW (see also VI. A)
1. Cubic yards 3600 2. Type of material Sand Loam
IV Land Type, Disposal Area, and Construction Equipment:
A. Does the area to be excavated include any marshland, swamps or other wetland? Yes No X
B, Does the disposal arcs include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location On roiect site
Do you claim title to disposal area! Yes
0. Fill material s,juice if fill is to be trucked in N/A -
E. How will excavated material be entrapped and erosion controlled? Material to be excavated under dry conditions -
Silt basins - Silt fence - Straw bales
F. Type of cquivrncni w be used Scrapers, dozers dra lt; ine - '
G. Will marshland he crossed in transporting equipment to project site? It yes, explain No
DR F-1111
Rev. 10172 ' ~

r
V. Irntmded Us* of Project Area (Describe)
A. 1.. Private
iarina With Shops
2 Commercial
Con dominiums
3. Housing Development or Industrial
4. Other
B. 1. Locsize(s)?.N?A---- 6+
2. Elevation of lot(s) above mean high water •
Sandy Loam
3. Soil type and texture
Wood Frame
4. Type of building facilities or structures
X r Planned X
S. Sewage disposal arcd/or waste water treatment A. Existing
E?cistin); with expansion this year-
B. Describe ....__._
6. Land Classifii-41101" Icircln one-) DEVELOPED TRANSITIUNAL CO (See
CA A Local Land LUse Plan Synopsis)
C??"1SERVATIUt. OTHER -
VI. Pertaining to Fill and Water Quality
A. Does the proposed the piicemcrt r,. fill materialsbelow mean high water? Yes <o-
,-)IV.! ity
B. 1. Will any wnofr or diui,arge enter adjacent waters as a result of pruiect activ or planned use of the
area foil owin&waicct completion? Yes Xlvo
2. Typo of dis harRe Storm Water Runoff
Northeast Creek at Marina.
3. Loeatiun of discharge _.----
VII. Present rate of shoreline erosion (if known): Unknown
Vill. List permit numbers and issue dates of prreev:o s Department Y CNps. of Engineers o t to per Nof or - 82 ,
work in project area, if applicable:
l year
IX. Length of time required to complete project.
)t. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a ropy of the deed or other instrument under which the owner claims title plus written
permission from the owner to carry out the project on his land.
B. Attach an accurate work plat drawn to scale on 8!, X 11" white paper 1<_ee instruction booklet for
details). Nute: Or.ginai dra•.hings preferred . oriy high quality copies accepted.
C. A copy of the application and plat must be served uoon adjacent riparian landogwn ers by registered or
certified mad or by our1,-atv)h !G.S. 113-229 ;d!)Enter date served
D. List names and complete adure,•ses of the riparian lanauwners with property adjoining applicant's.
Such owner, nave 30 d..vs in wh ch tiff submit comments u• agencies listed below. Darrel D. Daniels
Sam L. Whitehurst p,p• Box 225
Rt. 1 Box 329
New Bern, NC 28560 New Bern NC 28560
XI. Certification requirement: l •.crtif•, that to the best of my knowledge, the proposed activity complies
with the Staw .)I Noith Carolinas app'•wed coa;tal management program and will he conducted in a
manner,consistent w-th siich program
X11. Any permit issued pursuant t-> thi; application A ill allow only the oleveloprnent described in this appli•
cation and plat. Appi.caiits should ;herefur aw.cribe in ttnc application' and plat ail anticipated devel-
opment activities, including construction, exr.avaiion, filling, and land clearing.
DATE 2
DA F•82
Rev. 10179
Applicant's
SEE REVERSE SIDE FOR MAILING INSTRUCTIONS

?F
Introduction
Fairfield Harbour is located in Craven County, North Carolina, approximately
eight (8) miles east of New Bern, at the confluence of Northwest Creek with the
Neuse River. Fairfield Harbour is developing into one of the more desirable resort
communities located in this area. It is the developer's intent to develop a Master
Land Use Plan that is harmonoius with the natural habitation of the area and that
creates a positive influence on the environmental-ecological systems in exist'ance;
however, also with the accomplishment of economical feasibility and success.
The growth rate of the Fairfield Harbour community is accelerating each year with
the construction of single family homes, condominiums, resort facilities, and expansion
into new development areas. Presently under construction is-,a-second 18 hole golf
course located on the east side of S.R. 1600. There are approximately 2334 single
family lots of which 250 are built on and 170 existing multi-family type ;.snits. In
addition, there are country club and restaurant facilities as well as marina fa.cilities.
Permit Review
This project is being submitted for permit review and approval to the U.S. Army Corps
of Engineers for administration of the federal review and to the North Carolina Department
of Natural Resources and Community Development - Office of Coastal Mana-ement
for adminstrationof the state review. The district office for the Corps is located
in Wilmington, NC and the regional office for the Office of Coastal Management
is located in Morehead City, NC. Permit applications are submitted to those offices.
Description of Project
This project will consist of the expansion of the present marina and boat basin at
the Fairfield Harbour marina complex. Both commercial and condominium type facilities
are planned to be constructed around the improved marina. Approximately one (1)
acre of land will be excavated (17,700 cubic yards of material) to create the basin.
Also, approximately .3 acre of t existinf; marina is planneA ro be filled requirrnr,
3600+ cubic yards of fill material. Bank treatment will consist of a combination

It
of wood bulkheading with rip rap placed on the outward slope in front
of the bulkhead. Immediately in front and around the perimeter of the
bulkhead is planned a system of wood pier and boat docks.
Stormwater Management
Stormwater run-off direct drainage to the stream system contributes
to the degradation of water quality. Recognizing this, drainage will be
diverted away from the stream system into grassed swales and pipe systems
leading into one of the existing lakes within the project area which will
act as a retention basin. The lakes will have over flow structures which
will discharge into the boat basin.
Erosion Control
An erosion and sedimentation control plan will be submitted to the Land
Quality Section, NRCD for approval prior to construction. Accepted
erosion control methods will be mployed and all precautions as necessary
will be taken to prevent sediments from entering the stream.
Wastewater Treatment Facilities
Northeast Craven Utility Company presently owns and oeprates the wastewater
--treatment facilities serving Fairfield Harbour. NPDES permits are for
.l mgd to Upper Broad Creek and 1 mgd to the Neuse River. Existing
plant capacity is lmgd with new .3 mgd facilities under construction with
start-up in early spring of 1985.
Potable Water Supply
Northeast Craven Utility Company presently owns and operates the water supply
system serving Fairfield Harbour. Water is supplied by 2 wells with storage capacity
of .5mg. Future wells are planned as needed.-
-2-

VICINITY MAP TAKEN FROM
r•?
Y.3.4.3. MAP OF NEW BERN. \
h
'?x
FAIffIELD HARBOUR
DEVELOPED
SPRIG SITE
v,c,r,il'Y ,oaP
HuRSj TO N.C. 55
WH?ZE
X
Z
i H
Z

EXISTING
LAKE ?
cl,
V'
pRopnSED FAIMELD HARBOUR
MARINA
EXPANSION
LLE`MELLYN -
NAGY
ANTIGUA
UMITS OF FAIRFIELD
HARBOUR PROPERTY
DAN I ELS
NEUSE RIVER
C k
ti c
s
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SiTE PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 . SHEET 1 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: APPROX. 1" = 800'
ti.

FAIRFIELD HARBOUR
DEVELOPED
SQ
a
..TO N.C. 55-1,

OO
ATERWOOD ?•
CONDOS C7•
V'
H SRS AND
MARINA LAKE
VI LAGEPROPOSED FAIRFIELD HARBOUR
Z MARINA SANDC ST
y EXPiN SI O N 11
WNITFHURS? WATERWOOD
PEDESTA S?
HARBOURSIDE
VILLA HAROURMASTER WATERWO
VILLAS LAKE
X
HARBOURSIDE SAggND- E
`Oi,CAN
MARINA PARCEL A
CONDOS
RADE,AKE
PARCEL PROPOSED LAKE B HASE A
J PARCEL H P?RCEL I UNDER
N ONSTR
PARCEL
RCEL G PARCEL B
FAIRFIELD HAR80UR- E PROPO PHASE
PARCEL `
I ?
ANTIGUA ?
MARSH • PARCEL
LLE :d ELLYN -
HAGY
'K `' PROPOS
L ED \
%% LAKE C
L LWET FOREST"%\ PARCEL C
` D WASTEWATER
`MARSH TRMT.
aPLANT
1y ,L
LIMITS OF FAIRFIELD MARS
HARBOUR PROPERTY
DANI ELS
_ NEUSE RIVER
?a
{
\ v;• J
SEE SHEETS 3 & 4 FOR MASTER LAND USE TABULATION
MARINA EXPANSION THOMAS ENGINEERING CONSULTAiVT , P..._..--
MASTER PLAN (ANTIGUA) NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR. JANUARY, 1985 SHEET 2 OF 14
SCALE:APPROX. 1" = 800'
CRAVEN COUNTY NORTH CAROLINA

111 MASTER LAND USE TABULATION
EXISTING LAND USE ACRES U/A
WATERWOOD CONDOS SH 3.9 AC 4.7 U/A
WATERWOOD PEDEST. TS 6.5 AC 4.7 U/A
HARBOURSIDE VILLAS SR 4.9 AC 13.3 U/A
HARBOURSIDE TS 1.9 AC 12.6 U/A
HARBOUR MASTER VILLAS SR 4.6 AC 17.4 U/A
SANDCASTLE I TS 5.6 AC 5.4 U/A
SANDCASTLE II TS 3.9 AC 7.7 U/A
SANDCASTLE COVE TS 4.4 AC 5.0 U/A
TRADEWINDS 5H 4.3 AC 8.4 U/A
MARINA CONDOS SI-I 3.2 AC 1! 8.7 U/A
SANDCASTLE LAKE 5.2 AC
WATERWOOD•LAKE 4.4 AC
MARINA VILLAGE & PARKING 4.2 AC
POOL do REC. BUILDING 1.1 AC
ROAD R.O.W. AT 60' 14.2 AC
SUBTOTAL 72.3 AC 4.4 U/A
PROPOSED LAND USE ACRES U/A
PARCEL A TS 504 AC 7.2 U/A
PARCEL B SH 7.8 AC 6.0 U/A
PARCEL C SH 4.9 AC 6.0 U/A
PARCEL D SH 2.5 AC 6.0 U/A
PARCEL E SH 405 AC 6.0 U/A
PARCEL F SH 1.9 AC 7.0 U/A
PARCEL G SH 2.8 AC 7.0 U/A
PARCEL H SH 1.2 AC 10.0 U/A
PARCEL I SH 3.8 AC 10.0 U/A
PARCEL J SH 6.8 AC 10.0 U/A
PARCEL K SH 3.5 AC 10.0 U/A
PARCEL L S,-I 2.1 AC 7.0 U/A
PARCEL M SH 1.9 AC 10.0 U/A
ROAD R.O.W. at 60' 8.3 AC
RECREATION FACILITY 5.0 AC
YACHT BASIN EXPANSION 1.3 AC
PROJECT FACILITY 8.3 AC
LAKE A PHASE I 5.3 AC
LAKE A PHASE II 2.7 AC
LAKE B 8.5 AC
LAKE C 3.7 AC
SUBTOTAL 92.2 AC 4.1 U/A

UNITS
18
29
24
24
80
30
30
22
36
28
321
UNITS
39
47
29
15
27
13
20
12
38
68
35
15
19
4?q
•J

MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS N,P.A.
MASTER LAND USE TABULATION NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFICLD HARBOUR JANUARY, 1985 SHEET 3 OF 14
CRAVEN COUNTY NORTH CAROLINNA SCALE: NONE
e
.rr
?y.

MASTER LAND USE TABULATION
Continued
LAND USE SUMMARY ACRES UNITS
MARINA VILLAGE 4.2 AC
RECREATION FACILITY S
1
6 380
SHELTER (SH)
TAL (SR) AC
5
.
9.5 AC 104
SHELTER REN
TIMESHARE (TS)
27.9 AC 214
.LAKES 29.8 AC
ROAD R.O.W. AT 60' 22.
5

PROJECT FACILITY AC
8

WET FOREST 9 AC
.
MARSH 21.9 AC
NET DENSITY 7.9 U/A
GROSS DENSITY 3.2 U/A
f
I TOTAL 212.6 AC 698
N
MARINA EXPANSION THOMAS ENGINEERING CNCAROLNAr P.A.
MASTER LAND USE ,TABULATION NEW BERN, NORTH SHEET 4 OF 14
' MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA
R ( 1 a
EXISTING BUILDING TO
BE DEMOLISHED
PROPOSED
COMMERCIAL
BUILDING
FIN. FL
U l? ELEV? 12.
PROPOSED I /
EDGE OF I
1 i I / r
DOCK TO BE WATER
REWORKED AND B \
BULKHEAD
70 BE ADDED i 1 Elo
EXISTING
EDGE OF I I PROPOSED PARKING SANDCASTLE
WATER COVE
L / r
I
Mull 1.11.1.1
I `
PROPOSED I
NEW l
MARINA /j
NEW DOCKS AND BULKHEAD ?? ICT 1
-?'?1 \
C EXISTING EDGE OF WATER
MARSH i /
,T^
MARSH
CLO.
SANDCASTLE
' PARKING PROPOSED \
\ VILLAGE
1 / I
I ? I
CAMA A.E.C. LINE
\ PROPOSED NEW CAMA A.E.C. LINE ?-
\ PROPOSED CONDOMINIUM
\ STRUCTURE (TYP.)
\
\ PROPOSED LAKE
\ OVERFLOW ELEVATION - +2.5

MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
PROPOSED CONSTRUCTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 5 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'

.i \
I
1
1220 S. F. MARSH
t
EXISTING EDGE OF WATER /
I
I
I
I
l
300 S.F. MARSH-
150 S.F. MARSH
PROPOSED NEW I
CAMA A.E.C. LINE
U U I' -0-CAMA A.E.C. LINE
i
225 S. F. MARSH,,
P ?
I?

NOTE: SHADED AREAS INDICATE MARSH
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EXISTING MARSH AREAS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 5A OF 14
-CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 100'

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? ` ?. 1 (ter, 111 tMARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION A - A NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 6 OF 14
• SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA
(? i 1
W
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7
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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION B B NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 7 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE

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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
.SECTION C -- C NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 8 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE

\ PROPOSED NEW
\ CAMA A.E.C. LINE
\
\ FILL AREA
\ 14,100 C.Y.
\ PROPOSED LAKE
? OVERFLOW ELEVATION +2.5
\
\
(
` COMA A.E.C. LINE
r r
PROPOSED \ I I /
EDGE OF Y
WATER I , 7
EXISTI
EDGE OF
WATER
FILL AREA \ (? / / / / I
3800 C.Y.
EXCAVATIOON ?ISIAKE
17,700 C.Y.
I J
7 HIGH ELEV.
+3.0
/ (nom
EXISTING EDGE OF WATER-// \
/ / J l
? ? \ REPRESENTS PLACEMENT OF EXCAVATED MATERIAL ?'?'" „??
11 %
• s REPRESENTS MATERIAL TO BE EXCAVATED
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EARTH DISTRIBUTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 9 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'

-,,-j

?uu?
v°
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f ? Lidi Ilt ' x1v - ,
, \

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HIGH ELEV.
1 +3.0
?2 J 11

EDGE OF I I I? I /
I l WAT IR
It
-10-
4' V
£XISTING EDGE OF WATER-S4?%
ICAMA &E.re.-?E
\ I \ AMA A EDC.NLINE

v
NOTE: ARROWS INDICATE DIRECTION
OF STORM WATER RUNOFF
`P
.I
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
'DRAINAGE PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 10 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'

11 I
1

--% PROPOSED LAKE
OVERFLOW ELEVATION a +2.5

I? - -T 1

PROPOS
EDGE OF
WATER

I

-

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bisnNG
I

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I EDGE F I
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? AMA A.E.C. LINE v

R ? 1
EXISTING
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t HIGH ELEV.
t / „ 1 +.3.0
11 3
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j
--% PROPOSED LAKE
OVERFLOW ELEVATION - +2.5
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®AMARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
DRAINAGE PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 10 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'
NOTE:. ARROWS INDICATE DIRECTION
OF STORM WATER RUNOFF

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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS; P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 11 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
J
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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1,985 SHEET 12 OF 14
SCALE: NONE
CRAVEN COUNTY NORTH. CAROLINA
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MARINA EXPANSION THOMAS ENGINEERING CONS ULTAN!S 7:7-7
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 13 OF 14
SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
March 21, 1985
IN ncru ncrcn iu
Regulatory Branch
SUBJECT: File No. SAWCO85-N-025-0030
RECEIVED
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
WATERlr?
;:;.; y SECTION
OPT; .'r: 11NCf f
Reference the application of Fairfield Harbor, Incorporated,
represented by Thomas Engineering Consultants, P. A., for a
Department of the Army permit to expand marina facilities on
Northeast Creek at Fairfield Harbor, near New Bern, in Craven
County, North Carolina.
The Federal agencies have completed review of the proposal as
presented by the application and your field investigation report.
We recommend that the following conditions be included in the
State authorization:
a. Work will be accomplished in strict accordance with
revised plans dated January 1985.
b. Emergent wetland vegetation and shallow water habitat
lost through accomplishment of the work will be mitigated to the
satisfaction of the U. S. Fish and Wildlife Service by one or a
combination of the following three methods:
1. Physical modification of replacement habitat to
convert it to the same type lost.
habitat.
2. Restoration or rehabilitation of previously altered
3. Increased management of similar replacement habitat
so that the inkind value of the lost habitat is replaced.

?-
?..
o'' ;.
?, . r ?? ;
' ? `Q y ?'?.. ...
#`.
-2-
c. Construction activities will take place in isolation from
the Neuse River or will be restricted to the period of October 1
through March 31 of any year to protect fishery resources.
d. All excavated materials will be confined landward of the
mean high water (MHW) elevation contour and any regularly or
irregularly flooded marshlands.
e. Excavation will not exceed 6 feet below the elevation of
mean low water (MLW).
f. The temporary placement or double handling or excavated
materials within waters or wetlands is not authorized.
Questions or comments may be addressed to Mr. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Copies Furnished:
Mr. William Mills
Water Quality Section
Division of Environmental
. Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Sheppard N. Moore
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. James Mercer
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
., ?r
\.

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402.1890
May 23, 1985
IN Mt:FLT MthtN IV
Regulatory Branch
SUBJECT: File No. SAWC085-N-025-0030
RECEIVED
N-1 AY 2 8 1985
Fairfield Harbour, Incorporated
750 Broad Creek Road
New Bern, North Carolina 28560.
Gentlemen:
WATER QUALITY SECTION
OPERATIONS BRANCH
Reference your application for a Department of the Army
permit to expand marina facilities on Northeast Creek at Fairfield
Harbour, near New Bern, in Craven County, North Carolina.
Your proposal has been reviewed and found to be consistent
with the provisions and objectives of general permit No. SAWC080-
N-000-0291. Therefore, you may commence construction activity in
strict accordance with applicable State authorization and the
enclosed plan. Failure to comply with the State authorization or
conditions of the general permit could result in a violation of
Federal law.
If any change in your work is required because of unforeseen
or altered conditions or for any other reason, plans revised to
show the change must be.sent promptly to this office and the N. C.
Division of Coastal Management prior to performing any such change
or alteration. Such action is necessary as revised plans must be
reviewed and the authorization modified.
Questions-or--comments may be addressed to Mr. David Baker,
telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Enclosure
J?
., ?3 } ? ? , 3. ;
A ? ? ??z
;,?,

Awawlk
-2-
pies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Survey, NOAA
ATTN: CAM04, 439 W. York Street
Norfolk, Virginia 23510
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
/Mr. William Mills
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Ms. L. K. (Mike) Gantt
U. S. Fish and Wildlife Service
Post Office Box 25039
Raleigh, North Carolina 27611-5039
Mr. Randy Cheek
National Marine Fisheries
Service, NOAA
Post Office Box 570
Beaufort, North Carolina 28516
Mr. Lee Pelej
Environmental Review Section
Environmental Assessment Branch
U. S. Environmental Protection Agency
345 Courtland Street, N. E.
Atlanta, Georgia 30365
Mr. Jim Mercer
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
. ?;,:;
:a?i-mow ', r
VICINITY MAP TAKEN FROM
Y.3 G.S. NAP OF NEW BERN.
FAWIELD HARBOUR
OEVELOPEO
SPRING SITE \
TO N.C. 55 VICINITY mAp
WHITEH?RST
EXt3 n"
X t.A1tE ?-' ,
a VH pkl g?'l'Rg
PRGPCISED FAIRFIELO HARBOUR a
MARINA
lop
EkP:aNllOti
O
f?
7. ANTIGUA
LLEWELLYN -
NAGY
UMITS OF FAIRFIE_ D
EfiAFFB-OUR PROPERTY
DANIELS
NEUSE
RIVER
Y"
cf?l
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.H.
SITE PLAN NEW. BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 1 OF 14
CRAVE'! COUNTY NORTH CAROLINA SCALE: APPROX. 1" = 800'
iw
__
FA1 E HARBOUR
DEVELOPED
?
TO N.C. 55
' WH,?EV WATERWOOD
PEDESTA S?
0
HARBOURSIDE
VILLA HAROURMASTER WATERWO TER ODD
VILLAS LAKE CONDOS
N, HARBOURSIDE AND- V'
Z CAST E U1
O` C
"AAaouRSt ANDCAS ?UTLc?'p
MARINA
Vll LAGE! LAKE
POSED PARFIELD HAROOUR
MARINA
Y EXPANSION SANO11 ST
0
f
n

MARINA PARCEL A %%
CONDOS p
T??lAKE
N, PARCEL PROPOSED LAKES q HAWSE A
J PARCEL H PARCEL I UNDER
?• ONSTR
PARCEL G PARCEL PARCEL
a
FAIRFIELD HARBOUR -Ne P OPO
PHASE
j PARCEL
\I
1NT1Bt1A ?
MARSH -? . PARCEL `. ?.
LLEW ELLYN -
NAQY
' - `PROPOSED \
L LAKE C
\ L WET FOREST"'
OREST, -''\\ ARCEL C
TEWATER
`MARSH D WAS TRMT.
-.\
?. PLANT
LIMITS OF FAIRFIELD ?- MARS
HARBOUR PROPERTY
DANIELS
NEUSE RIVER
3
SEE SHEETS 3 & 4 FOR MASTER LAND USE TABULATION
MARINA EXPANSION THOMAS ENGINEERING CONSULTAN
MASTER PLAN (ANTIGUA) NI 'W BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 2 OF 14
CRAVEN COUNTY NORTH -CAROLINA SCALE: APPROX.' 1" = 800'
. 4
MASTER LAND USE TABULATION
EXISTING LAND USE ACRES U/A UNITS

WATER WOOD CONDOS SH 3.9 AC 4.7 U/A 18
WATER WOOD PEDEST. TS 6.5 AC 4.7 U/A 29
HARBOURSIDE VILLAS SR . 4.9 AC 13.3 U/A 24
HARBOURSIDE TS 1.9 AC 12.6 U/A 24
HARBOUR MASTER VILLAS SR 4.6 AC 17.4 U/A 80
SANDCASTLE I TS 5.6 AC 5.4 U/A 30
SANDCASTLE II TS 3.9 AC 7.7 U/A 30
SANDCASTLE COVE TS 4.4 AC 5.0 U/A 22
TRADEWINDS SH 4.3 AC 8.4 U/A 36
MARINA CONDOS SH 3.2 AC j! 8.7 U/A 28
SANDCASTLE LAKE 5.2 AC
WATER WOOD LAKE 4.4 AC
MARINA VILLAGE do PARKING 4.2 AC "
POOL do REC. BUILDING 1.1 AC
ROAD R.O.W. AT 60' 14.2 AC
SUBTOTAL 72.3 AC 4.4 U/A 321
PROPOSED LAND USE ACRES U/A UNITS
PARCEL A TS 5.4 AC 7.2 U/A 39
PARCEL B SH 7.8 AC 6.0 U/A 47
PARCEL C SH 4.9 AC 6.0 U/A 29
PARCEL D SH 2.5 AC 6.0 U/A 15
PARCEL E SH 4.5 AC 6.0 U/A 27
PARCEL F SH 1.9 AC 7.0 U/A 13
PARCEL G 5.9 2.8 AC 7.0 U/A 20
PARCEL H SH 1.2 AC 10.0 U/A 12
PARCEL I SH 3.8 AC 10.0 U/A 38
PARCEL J SH 6.8 AC - 10.0 U/A 68
PARCEL K SH 3.5 AC 10.0 U/A 35
PARCEL L Sii 2.1 AC 7.0 U/A 15
PARCEL M SH 1.9 AC 10.0 U/A 19
ROAD R.O.W. at 60' 8.3 AC
RECREATION FACILITY 5.0 AC
YACHT B _ 11<}P1 NBC
PROJECT FACILITY 8.3 AC
LAKE A PHASE 1 5.3 AC
LAKE A PHASE If 2.7 AC
LAKE B 8.5 AC
LAKE C 3.7 AC
SUBTOTAL 92.2 AC 4.1 U/A

? J
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS,
P.A.
MASTER LAND USE TABULATION ,
NBV BERN, NORTH CAROLINA r-
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 3 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE

J
MASTER LAND USE TABULATION
Continued

LAND USE SUMMARY ACRES
MARINA VILLAGE 4.2 AC
RECREATION FACILITY 6.1 AC
SHELTER (SH) 50.5 AC
SHELTER RENTAL (SR) 9.5 AC
TIMESHARE (TS) 27.9 AC
LAKES 29.8 AC
ROAD R.O.W. AT 60' 22.5 AC '
PROJECT FACILITY 8.3 AC
WET FOREST 31.9 AC
MARSH 21.9 AC
NET DENSITY 7.9 U/A
GROSS DENSITY 3.2 U/A
TOTAL 212.6 AC
UNITS
380
104
214
698

MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
MASTER LAND USE TABULATION NEW BERN, NORTH CAROLINA OF 14
JANUARY, 1985
MARINA VILLAGE FAIRFIELD HARBOUR SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA

EXISTING BUILDING TO
BE OEMOLISNED
PROPOSED
COMMERCIAL
BUILDING
FlN. FL
ll U ELEV. 1 2. ,
PEDCE OFO I I /
' DOCK TO BE WATER
REWORKED AND
8 \
BULKHEAD D I 180
70 BE ADDED
i /
EXISTING J
EDGE Of I I r PROPOSED PARKING SANDCASTLE
WATER `' - - - ; ?COVE
PROPOSED' MARINA I .C 7
/ J
tI ? /
v)
NEW DOCKS AND BULKHEAD ?L?"ftt
C EXISTING EDGE OF WATER------.,//` \
MARSH ? i / ? ??
i
MARSH
1 ,, I \
1 / C PROPOSED
SANDCASTLE
\ PARKING \ VILLAGE
I ?
LAMA A.E.C. LINE
\ PROPOSED NEW CAMA A.E.C. LINE ?-.-
\ PROPOSED COND MINIUM
? STRUCTURE (TYP.4
\
\ PROPOSED LAKE
\
? OVERFLOW ELEVATION t2.5
I
_ `
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
PROPOSED CONSTRUCTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 5 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'
1-1

/* I v >\
- c
1220 S. F. MARSH
--- ---------
d
` c
--t -'\
u u
EXISTING EDGE OF WATER \
I
I
I
n I
-.300 S.F. MARSH-
150 S.F. MARSH
u
I
I
225 S.F. MARSH-? \
\

PROPOSED NEW
CAMA A.E.C. LINE
/ rJ
-c-CAMA A.E.C. LINE

,

,

NOTE: SHADED AREAS INDICATE MARSH
v
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EXISTING MARSH AREAS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 5A OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 100'

9
a
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R
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W
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zK 1
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MARINA EXPANSION 'THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION A - A NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 6 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
Of

t
I
I
I ?

K I W
O
O
?0
1
1
Wa
N 1
1
1 O
Q
W 1 Z
1
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a
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1 Z
1
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Z ( ? ? O
9
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1 j '
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00

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F.3 1 H a

A-A
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3
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION B - 8 NEW BERN,. NORTH CAROLINA
JANUARY, 1985 SHEET 7 OF 14
MARINA VILLAGE FAIRFIELO HARBOUR .
SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA

W
Q '
V O
z
D
W O
V). 4
u- wQ z
Z r
a W J ( N
W W
O W
O ?
c
1 C
O
i
w
J
Q
00
6r?
Z -1-
Y
J
Q7 J
• W
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a- O
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0 1 z
O <x -&
n O
w
W F- X
U) m
r
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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION C - C NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEEP 8 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
li

\
\ CAMA A.E.C. LINE
\ FILL AREA
14,100 C.Y.
\ PROPOSED LAKE
\ OVERFLOW ELEVATION +4.3
\
%
I CAMA A.E.C. LINE
PROPOSED NEW
PEDCE OF WATER
7
EEXISTING
WATER
F I' !
FILL AREA
3600 C.Y.
EXCAVAT100N ` F EXISTING
L700 C.Y. LAKE
HIGH ELEV.
EXISTING EDGE OF WATER--_1/ • • • / / / / \
\ \ \ \ \ REPRESENTS PLACEMENT OF EXCAVATED MATERIAL A j
• • REPRESENTS MATERIAL TO BE EXCAVATED ''. ..
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EARTH DISTRIBUTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR. JANUARY, 1985 SHEET 9 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'

A

?uu
PROPOSED
EDG
y,
I?

I
i II i I ill II
I i
li I M/4
-e - ---_-
EXISTINC QGE OFWA]'ER f- ??ir JI
1 f -?., Y4'
I?
CAMA A.E.ri.•??fNE - -
\ I ` PROPOSED NEW
\ CAMA A.E.C. LINE
?
I
r

1
fffffTTTTTTT ? I --
_
r

--
r: oz
c?i
e
1
-
-
1 tt

I I f EXISTING
\? w LAKE
HIGH ELEV.
1 +3.0

i
v
NOTE: ARROWS INDICATE DIRECTION
OF STORM WATER RUNOFF
MARINA EXPANSION
DRAINAGE PLAN
MARINA VILLAGE FAIRFIELD HARBOUR
CRAVEN COUNTY NORTH CAROLINA

-'\ PROPOSED LAKE
OVERFLOW ELEVATION - +2.5

t ?F)'w
/

r r
\Vf
I
r r
I
I?
}
THOMAS ENGINEERING CONSULTANTS, P.A.
NEW BERN, NORTH CAROLINA
JANUARY, 1985 SHEET 10 OF 14
. SCALE: 1 200'

DUSTING
EDGE OF I Ij I
I WATER l
? I ? I Illl ?

1 .

ICI
DN!
It'll * MR
QS
3
a
7
L6 E
WI:
dp
.L•.L -
N,aa +r .o-. r
1541 ?Ti31f -????-+?• 0•.L '?
A d 111'
ism wm
Y
I- P1

??
Y
? y IC v?
u 3? IL?c

tl 3 ? ? ? :4
J
hQ-
W
W
J
r
a
W
H

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U

z OL
w
In J
LL 0
W 0
o -E
ZW
Q

a d
W 3
R?.C..I.L l? 7d/ .i !+1.?
JA;d 3
r
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 11 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
I ?
6
? o
v i ..
•• tur ucnoN -? I .? rErvr+ swau rwn
. .- rpAVA.w aorE atrw
la a PILL SIOI
? la.ss ? nvc ?
JBi?r? Ynosor m.r?a?
L-A
Yrro? ow .s aaa.m TO
TEMMRARr SHOULDER SEAM OtTCN
-- / ?w74 wrw ? Wff OF 9-40--4011
CLAW
I L rIm.o.Nr. ?am CPA"
CLo"
M^1 E Sr17f rd OIVaGN caam, w•!nE ounAT lpfjTyM H AMECT
Ena t? aas OF ALL ,a' ro xaw w ww rr.t r.r .uo IN uYa¢m to camlw ,min[Irf.
ravFLLJ
SECTION-AA
TEMPORARY SLOPE DRAIN DETAIL
Ilj
ILOW ?? II lii I I
SECTION A-A
'WIRE OR NYLON BOUND BALES
PLACED ON CONTOUR
ANGLE YIRSf STAKE TOWARD
A raw PREVIOUSLY LAID BALE
I E REBAKS? STCEL PICKETS.
I ?ON YAOU1210 STAKES 9.9'-Ld
. r n I f
11 \? I I \\ ? I 1
I I \1 1 \\
1 \1 ( I 1
II \\ II \? I \1
1 1? 1 I( \ ? ?? Y?/ rl
.._ ?:? \??jj tj /;,T, ??1`+?? //i ,/:? n/? ?` Y?\` I ?` 1; i `J?\?ii' ,it• ^?\`? RjJ?l..f .Y. .4.r
A L-0-
ELEVATION
STRAW BALE DIKE
M KIA
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY,. 1985 SHEET 12 OF 14
SCALE: NONE
CRAVEN COUNTY NORTH CAROLINA

sor ?r MIN sort
?llll ?IIIIl?IIIIg11111pIIllIEg IIIIPIIIII-,IIIIFHEi11111=11111
t
111m OF 01101 E100 Eu[ N;IN IN EEEI Q111!. I IIWS 1tS' OF 01IEN i1.01 lNE
IIIII?IIIII?111111?1111 rl?lilllt =11111?11?1?1
ELEVATION
SILT BASIN DETAIL
TYPE "B"
Illtrill AO?t 2•-0•
?Illl? EO 10••0-
Wam F-- tY
J1 _-III11?
EY[ (III ..o•-o• -
USTI
?I?II?IIII III11? 11?I?Ilil?lllli- To: o- 11??1 1111f11111f=1111= L0001UENlE
CROSS SF(:TIONAI VIF`4'
SILT DITCH DETAIL
REC ' M
JA?+ 31 ! ._.._.._._
MARINA EXPANSION THOMAS ENGINEERING CONS ULTANTS;-P-.K.-`
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 13 OF 14
• CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
FLAN , ..? ??•

4F
NOTE
ROCK SHALL BE CLASS 1 RIP RAP OR STONE FOR EROSION
CONTROL tCLASS'S' I.
-
H•OISTANCE FROM BOTTOM OF DITCH TO LOWEST SIDE OF
OITCM EANM.
T•IE' FOR CLASS L RIP RAP
T-12* MIN. STONE FOR EROSION CONTROL ICLASS '51.
TO lE PAID FOR AT THE CONTRACT UNIT PRICE PER
EACH 'ROOK SILT CHECK DAM'.
KH
.t
PLAN
SPILLWAY SHALL !E V MIN.
OELOW LEVEL OF LOWEST GANN.
SPILLWAY SHALL BE

?
2-0' MIN. - -+?-^i re MIN BELOW LEVEL OF
LOWEST BANK.
? L?- M

SECTION-AA
T
SECTION-BB
ROCK SILT CHECK DAM
T
Ji+f. 3 ...
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 14 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
Aw . 0
-
'Y1i?••p ~?? - UMITED STATES DEPARTMENT OF COMMERCE'
• Wational Oceanic and Atmospheric Administration.
F? •t' °• NATIONAL MARINE FISHERIES SERVICE
°„" Southeast Regional Office
9450 Koger Boulevard
St. Petersburg, FL 33702
..March' 8, 1985 F/SER111/AB
• -9.19/728-5090
Colonel Wayne A. Hanson = =
District Engineer, Wilmington District _
Department of the Army, Corps of Engineers
P.O. Box 1890
Wilmington, NC 28402
Dear Colonel Hanson: _
The National Marine Fisheries Service has reviewed the
project. plans advertised in the following public notices. .We _
anticipate that any- adverse effects that might occur. otl marine _
and anadromous fishery resources would be minimal _arid,__-therefore,
do not object. to i,suance of-the permits:
-- NOTICE DUE
_ DATE- - DA - -
NOTICE NO -_° APPLICANT
-
_.. .01/85-
.
85-N-025-0118 (GP) John T. Taylor 02/28/85- 04/
85-N-021-0129(GP) William H. Black 'Jr. 02/28/85= 04/01/85-
85-N-071-0133(GP) J. N. Honeycutt 02/28/85 04/071/85
85-N-025-0124(GP) Barbour Boat Works = 02/07/85 03/25/85
85-N-025-0099 (GP) Holiday Znn of- ew Berri 03/-01%8.5 04/01/8-5 Y
85-N-0-25-0-030(GP) Fairfield Harbour_02/11/85 03/18/85
S5-N-065-01-13 (GP) William M. 4apsev ., et.al.02/08-/85 :_ . 03/11/85
"
85-N-028-0087(GP) Desmond R. Foster, Jr. 02/08"/8.5 03/11/85
} _..? - Since-rte y yours,
J0
Richard.J. Hoogland
Chief, Environmental Assessment
Branchi
cc FWS, ATLA, GA
FWS-, Raleigh, NC
EPA, ATLA, GA
NCDNRCD, Raleigh, NC
NCDNRCD, Morehead City, NC
F/SER11
WATER ;
q FN! U
- I%lk,

Permit Number
69-85
s-oasial resources to _sston____ ?+
y ruIt a
for MAY 2 2 1985
y?
FE Major Development in an Area of EnvironmentaItR ftkl
LCTlO Concern:pursuant to NCG,S'113A-218 OptRAT/ON 4
BRAncH
a Excavation and/or filling pursuant to NCGS 113-229
Issuedto Fairfield Harbor, Inc., 750 Broad Creek Road, New Bern, NC 28560
authorizing development in Craven County at Northwest Creek (at Fairfield Harbor
as requested in the permittee's application dated 10/22/84 including
attached plats, sheets 1-14 of 14 dated 1/85 and 5A dated received 1/30/85.
This permit, issued on 5 ?' 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 subject
permittee to a fine, imprisonment or civil action; or may cause the permit to be null and void.
Construction
(1) The excavation of the new boat basin will be accomplished under dry-bed
conditions. An earthen plug will be left between the area to be excavated
and the existing creek, and a 24-hour period after completion of excavation
will elapse prior to the plug removal to prevent unnecessary siltation
into the adjacent water body.
(2) No excavated or fill material will be placed at any time in any marsh or
surrounding waters outside of the prescribed bulkhead alignment and fill
areas indicated on the attached work plats.
(3) All excavated materials will be confined above the normal water level and
landward of all regularly and irregularly flooded marsh, or behind adequate
dikes or other retaining structures to prevent spillover of solids into
any marsh or surrounding waters.
(4) Excavation will not exceed 6 feet below the elevation of mean low water
(MLW).
STATE OF NORTH CAROLINA
Department of Natural Resources -and Community Development
-and A
(See attached sheet 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 Departmental
approval.
All work must cease when the permit expires on
December 31, 1988
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 DNRCD and
the Chairman of the Coastal Resources Commission.
(/,/ - 923??2 ')
David W Owens, Director
Office of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
1
'?

.?

Fairfield Harbor, Inc.
Permit #69-85
Page 2 of 2
' ADDITIONAL CONDITIONS
(6) The activity will be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-related
discharge (increase such that the turbidity in the Stream is 25 NTUs or
less are not considered significant).
Mitigation
Vegetated wetlands, which were either excavated or filled and totaled approxi-
mately 2200 sq. ft. will be replaced on a 1 to 1 ratio at a nonwetland
site in keeping with the satisfaction of the DCM in consultation with the
N. C. Wildlife Resources Commission and the U. S. Fish and Wildlife Service.
Marina Operation
a) A locked-head policy shall be posted and enforced at the marina.
b) Prior to occupancy of the new slips by any boats, a marine pumpout
facilities shall be provided for boats with heads and will serve the
entire marina.
NOTE: Since more than one contiguous acre will be affected by activities
of this project, an erosion/sedimentation control plan must be filed
with the Division of Land Resources, Land Quality Section, N. C. Dept.
of Natural Resources and Community Development, P. 0. Box 1507, Washington,
N. C.
NOTE: The permittee should contact the Vector Control Branch, Environmental
Health Section, Division of Health Services, P. 0. Box 2091, Raleigh,
N. C. 27602, 919/733-6407, for information concerning appropriate mosquito
control measures.
NOTE: Plans and specifications for any additions or improvements to the water
system serving this development must be approved by the Division of
Health Services prior to construction. The applicant should contact
the Engineering Planning Branch, Environmental Health Section, Division
of Health Services, P. 0. Box 2091, Raleigh, NC 27602, 919/733-2460
for information concerning submission of water system plans.
NOTE: Future development on the "Parcels" designated on sheet 2 of 14 will
require a modification of this permit.
1 ..

APPLICATION
FOR
*kRMIT TO EXCAVATE AND/OR FILL WATER QUALITY CERTIFICATION
EASEMENT IN LANDS COVERED BY WATER CAMA PERMIT FOR MAJOR DEVELOPM - ---
Department of Administration State of North Carolina Department of the AYA1y --
(GS 14&12) Department of Natural Resources and Community Development Corps of Engineers, Wilmington District
(GS 113.229.143.215.3(x)(1).143-215.3(c). 113A-113 (33 CFR 209.320.329)
Pleue type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank.
1. Applicant Information
A. Name Fairfield Harbour. Inc.
Last First Middle
B. Address 750 Broad Creek Road
Street, P. O. Box or Route
New Bern NC 28560 638-8011
City or Town State Zip Code Phone
II. Location of Proposed Project:
A. County Craven
B. 1. City, town, community or landmark Fairfield Harbour -New Bern
2. Is proposed work within city limits? Yes No X
C. Creek, river, sound or bay upon which project is located or nearest named body of water to project
Northeast Creek
111. Description of Project
A. 1. Maintenance of existing project 2. New work Marina Basin Addition
B. Purpose of excavation or fill
1. Access channel length width depth
2. Boat basin 200' length 200' width 200' depth 6'
3. Fill area length 300' width 40' depth 2' - 10'
4. Other length width depth
C. 1. Bulkhead length 1100' Average distance waterward of MHW (shoreline) New Shoreline Establishment
2. Type of bulkhead construction (material) Rip Rap - Concrete - Wood
D. Excavated material (total for project)
1. Cubic yards 17,700 2. Type of material Sand Loam
E. Fill material to be placed below MHW (see also V1. A)
1. Cubic yards 3600 2. Type of material Sand Loam
IV. Land Type. Disposal Area, and Construction Equipment:
A. Does the area tube excavated include any marshland, swamps or other wetland? Yes No X
B. Does the disposal area include any marshland, swamps or other wetland? Yes No X
C. Disposal Area
1. Location On project site
2. Do you claim title to disposal area.' es
D. Fill material s4lulce if fill is to be trucked in N/A
E. How will excavated material be entrapped and erosion controlled? Material to be excavated under dry conditions
Silt basins - Silt fence - Straw bales
F. Type of equipment to be used Jl 1 aNcl a, uu421 J, u[ aK 11111C
G. Will marshland he crossed in transporting equipment to project site? If yes, explain
D& F41
Rev. 10173
7p
Art
+v
/ . \ 11*
V. Irrtsrtto , Use of Proi)sct Arta (Descrrbe)
A. 1 Private_._.
2. Commercial
arena
\.vr hive Ilia uu.,„
3, Housing Development or Industrial
4. Other
6. 1. Lot size(s)-.!Lp + -
2. Elevation of lot(s) above mean high water 6
3. Soil type and texture sandy Loam
wood Frame
4. Type of building facilities or structures
-._.. '
S. Sewage disposal arrd/or wastewater treatment A. Existing X Planned X
B. Describe Existin with expansion this year
6. Land Classification. Ieirele cone) DEVELOPED TRANSITIONAL COMMUNITY RURAL
CONSERVATION OTHER ?- (See CAMA Local and Use Plan Synopsis)
VI. Pertaining to F111 and Water Quality:
A. Does the proposed Fra;rc: wvolve the pt;cemenc w fill materials below mean high water? Yes No
8. 1. Will any runofc or discharge enter adjacent waters as a result of project activity or planned use of the
area followingp(aiect completion? Yes?XNo
2. Type of discharge Storm Water Runoff
3. Location of discharge Northeast Creek at Marina
VII. Present rate of shcreline erosion (if known): Unknown
VIII. List permit numbers and issue dates of previous Department of Army Corps of Engineers or State permits for
D.O.A. No. SAWC081 - N - 025 - 0343 & NC No. 95 - 82
work in project area, if applicable:
1 year
IX. Length of time required to complete project:
X. In addition to the completed application form, the following items must be provided:
A. Attach a copy of the deed (with State application only) or other instrument under which applicant
claims title to the affected property. OR if applicant is not claiming to be the owner of said property,
then forward a copy of the deed of other instrument under which the owner claims title plus written
permission from the under to carry out the project on his land.
S. Attach an accurate work plat drawn to scale on 8,, X 11" white paper (see instruction booklet for
details). Note: O?.ginal drawings preferred • uny high quality copies accepted.
C. A copy of the application and plat must he ser--ed upon adjacent riparian landowners by registered or
certified mad or by out.11_ation!G.S. 113.2129 ,d))Enter date served - -
0. List names and complete addrec.ses of the riparian landowners with property adjoining applicant's.
Such owners nave 30 davs in wh ch Ilia submit comments u. agencies listed below.
Sam Darrel D. Daniels
L. Whitehurst Darrel
a
Rt. 1 Box 329 Box D225
New Bern NC 28560 New Bern NC 28560
XI. Certification requirement: i rertif•, that to the best of my knowledge, the proposed activity complies
with the State of Noah Carulind-S app^•rved coa,ta! management program and will he conducted in a
manner consistent with such program
XII. Any permit issued pursuant W tfti; application ^ill allow only the development described in this appli-
cation and plat. AppELAWs should therefurc describe in the application and plat all anticipated devel-
opment activities, including construction, txr.avatton, filling, and land clearing.
DATE O Applicant's at/ure
D&F-1112 SEE REVERSE SIDE FOR MAILING INSTRUCTIONS
Rev. 10176

VICINITY MAP TAKEN FROM
? U. S.G.S. MAP OF NEW BERN.
FAIIWELO HARBOUR
OEVELOPEO
SPR?N?.
WHI?ENURS?
Exls'TINs
LAKE
K
a gpt?Ry?O? 4?
MAis
Z PROPOSED
MARINA
EXPANSION
O
fill
till
ANTiWA
LIMITS OF FAIRFIELD
HARBOUR PROPERTY
NEUSE RIVER
LLEYIIEL'LYN -
HAaY
DANIELS

MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SITE PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 1 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: APPROX. 1" = 800'
TO N.C. 55 VICINITY MAP
14
V'
FAIRFIELO HARBOUR

??- rmomaLO otmwUR
G DEVELOPED
SPRING
TO N.C. 55
WH?TEvR?t WATERWOOD
PEDESTA O
?O
HARBOURStOE ?
VILL HVROLRAMASTER WATERW?E ATERW000 ?•
X CONDOS
HARBOURSIDE A G
CZ.? `ptCCOgy E yb
140 AND
MARINA
D LAKE
VI LASE1
PROPOSED PAIRPIELD HARBOUR
RIAAINA SAN C ST
EXPANSION 31
MAR ON?003 PARCEL A
O C
-LAKE
PARCEL PROPOSED LAKE B HAAS SE A
Z J PARCEL H EL I UNDER
ONS
(?f? ) 8 PARCEL PARCEB LLEWELLYN-
? ` FAIRFIELD HARBOUR PRPHas E 14"y
.PARCEL
AIM$UA
K PROPOSED
LAKE C
L WET FOREST \ PARCEL 0 WASTEWATER
\•? ` a TRMT.
,?? `•` PLANT
1M L
LIMITS OF FAIRFIELD '
HARBOUR PROPERTY
DANIELS
NEUSE RIVER ?`r
J
SEE SHEETS 3 & 4 FOR MASTER LAND USE TABULATION
MARINA EXPANSION THOMAS ENGINEERING CONSULTA . , .P ,•_?-
MASTER PLAN (ANTIGUA) NEW BERN, NORTH CAROLiI'
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 2 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: APPROX. i" = 800'
F4
MASTER LAND USE TABULATION
EXISTING LAND USE ACRES U/A UNITS
WATERWOOD CONDOS SH 3.9 AC 4.7 U/A 18
WATERWOOD PEDEST. TS 6.5 AC 4.7 U/A 29
HARBOURSIDE VILLAS SR . 4.9 AC 13.3 U/A 24
HARBOURSIDE TS 1.9 AC 12.6 U/A 24
HARBOUR MASTER VILLAS SR 4.6 AC 17.4 U/A 80
SANDCASTLE I TS 5.6 AC 5.4 U/A 30
SANDCASTLE II TS 3.9 AC 7.7 U/A 30
SANDCASTLE COVE TS 4.4 AC 5.0 U/A 22
TRADEWINDS SH 4.3 AC 8.4 U/A 36
MARINA CONDOS SH 3.2 AC 8.7 U/A 28
SANDCASTLE LAKE 5.2 AC
WATERWOOD LAKE 4.4 AC
MARINA VILLAGE do PARKING 4.2 AC "
POOL do REC. BUILDING 1.1 AC
ROAD R.O.W. AT 60' 14.2 AC
SUBTOTAL 72.3 AC 4.4 U/A 321
PROPOSED LAND USE ACRES U/A UNITS
PARCEL A TS 5.4 AC 7.2 U/A 39
PARCEL B SH 7.8 AC 6.0 U/A 47
PARCEL C SH 4.9 AC 6.0 U/A 29
PARCEL D SH 2.5 AC 6.0 U/A 15
PARCEL E SH 4.5 AC 6.0 U/A 27
PARCEL F SH 1.9 AC 7.0 U/A 13
PARCEL G SH 2.8 AC 7.0 U/A 20
PARCEL H SH 1.2 AC 10.0 U/A 12
PARCEL I SH 3.8 AC 10.0 U/A 38
PARCEL J SH 6.8 AC 10.0 U/A 68
PARCEL K SH 3.5 AC 10.0 U/A 35
PARCEL L SH 2.1 AC 7.0 U/A 15
PARCEL M SH 1.9 AC 10.0 U/A 19
ROAD R.O.W. at 60' 8.3 AC
RECREATION FACILITY 5.0 AC
YACHT BASIN EXPANSION 1.3 AC
PROJECT FACILITY 8.3 AC
LAKE A PHASE I 5.3 AC
LAKE A PHASE II 2.7 AC
LAKE B 8.5 AC
LAKE C 3.7 AC
SUBTOTAL 92.2 AC 4.1 U/A 37 .
,
V-6) ,
MARINA EXPANSION
MASTER LAND USE TABULATION
MARINA VILLAGE FAIRFIELD HARBOUR
CRAVEN COUNTY NORTH CAROLINA
THOMAS ENGINEERING CONSULTANTS, PA.
NEW BERN, NORTH CAROLINA
JANUARY, 1985 SHEET 3 OF. 14
SCALE: NONE

`4-* r
MASTER LAND USE TABULATION
Continued
LAND USE SUMMARY ACRES UNITS
MARINA VILLAGE 4.2 AC
RECREATION FACILITY 6.1 AC
SHELTER (SH) 50.5 AC 380
SHELTER RENTAL (SR) 9.5 AC 104
TIMESHARE (TS) 27.9 AC 214
LAKES 29.8 AC
ROAD R.O.W. AT 60' 22.5 AC
PROJECT FACILITY 8.3 AC
WET FOREST 31.9 AC
MARSH 21.9 AC
NET DENSITY 7.9 U/A
GROSS DENSITY 3.2 U/A
TOTAL 212.6 AC 698
0kd
L',
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
MASTER LAND USE TABULATION NEW BERN, NORTH CAROLINA.
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 4 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
1
F,
coma au LOING TO
BE DEMOLISHED
PROPOSED
?MERWL

INFL
u F
EL12.

WATER 1
I
DOCK TO BE REWORKED AND ?

D
"A
u A
D
ED
BEE
TO 1 C

EDGE OF
1

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i
1
'
PROPOSED
N
NA
MA
1
NEW DOCKS AND BULKHEAD
C EXISTING EDGE OF WATER ?MARSN-?? /
MARSH
I
1 // C
II /? 1
CAMA A.E.C. LINE
i
PROPOSED PARKING
VOW
i
nll.w
I?I
1
1 I
1 1
PROPOSED \ SANDCASTLE
PARKING \ VIUAGE
\ \ ??
`M$1M CAMA A;E.C:: t51NE
\
\ PROPOSED CON INIUM
\ STRUCTURE (IYP

?
?

?

i

PROPOSED LAKE
OVERFLOW ELEVATION - +2.8
?•? mss' ?
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
PROPOSED CONSTRUCTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 5 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'

I
I
I
I
- - - i. F. MARSH

PROPOSED NEW
CAMA A.E.C. LINE
EXISTING EDGE OF WATER' 1 ?
i
n i
l S.F. MARSH-
LM S.F. MARSH
"4-CAMA A.E.C. LINE
1
\v I?
I?
I?
I?
u 1
4.j* S.F MARSH--? 1
1
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i
NOTE: SHADED AREAS INDICATE MARSH
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
k(? : ,Ir+4frRSN= .AS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 fOF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 100'
1, -/

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a
a +
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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION A A NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 6 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE

1?
?.
x
7
W
p
Q
? p
O Z
p D
W O
0
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p J ~ ..
LLJ J_ V) (V
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49
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MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
SECTION C - C NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 8 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE
ti
i
IL - l2i mmmw5
PROPOSED
EDGE OF r I /
WATER I
7 %
OF
EEXDIGE
AREA ( +H . /
3600 Cy. / L Y _4. / / / / / ?r11
? f// / // //// jJ / / EXISTING
LAKE
17,700 n?
EXISTING EDGE OF WATER-
01 HIGH ELEV.
• ?• • • • / / / / / f / +3.0
1 / / a?`aaa??TTTT
?c • • • • • / // / i
1?k

1 CAMA A.E.C. LINE /
1

\ E8 x W
\
\ nl C. LINE

• ft??r ?' LN"
FILL AREA
14.100 C.Y.
PROPOSED LAKE
OVERFLAW ELEVATION - +2.3
?` ? \ ? REPRESENTS PLACEMENT OF EXCAVATED MATERIAL
• • REPRESENTS MATERIAL TO BE EXCAVATED
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
EARTH DISTRIBUTION PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 9 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'

i uu
IG EDGE OF WADER-_

CAMA A.E.Ri-IINE
7 /
lool
' 1k C XNE
?
I
\ ,9
A
4.

NOTE: ARROWS INDICATE DIRECTION
OF STORM WATER RUNOFF

I EXISTING
\ / LAKE
/ HIGH ELEV.
+3.0

11 / 4

\ J `?~

PROPOSED LAKE
OVERFLOW ELEVATION - +4.3

I .`
\ v I
?
1! r?
«f

MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A.
DRAINAGE PLAN NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 10 OF 14"
CRAVEN COUNTY NORTH CAROLINA SCALE: 1" = 200'
I
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L
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till
it ' 4 I
i I y' 4

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Im _
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JAN 3
MARINA EXPANSION THOMAS ENGINEERING CONSULTANTS, P.A. I
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 11 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE

a a

r"L.HIN
ro? 9F orn ant
IIIiim {ill@?ilillplllltgp 11 lll]EE1 llll Illli lllli lllll llll?=
BASE w alcm FLOII LIME LW IT" M FEET W&& a Tws Ur OF eIFUI FLOC LIME
_ SHE GUNIA WOVA ?_ _ LI=
_ = i. Tf(}=I III
ELEVATION
SILT BASIN DETAIL
TYPE "B"
I I I ?r FILL &WE
?illl?
-9IIIIFIillt?lllll
n Io•-r
?IIII?
Fo r•o• III wa Illli WAM LK
llll?llll?llll _ IIII?IIII?IIIfig-Iilly;
VI
SLT DITCH DETAIL
J r; ?+ 31
MARINA EXPANSION
EROSION/SILTATION CONTROL DETAILS
MARINA VILLAGE FAIRFIELD HARBOUR
CRAVEN COUNTY NORTH CAROLINA
THOMAS ENGINEERING CONS ULTANTS;-TrF-
NEW BERN, NORTH CAROLINA
JANUARY, 1985 SHEET 13 OF 14
SCALE: NONE
a??

NOTE
ROCK SHALL BE CLASS I RIP RAP ON STONE FOR EROSION
CONTROL (CLASS '9'1.
H•OISTAMCE FROM BOTTOM Of DITCH TO LOWEST SIDE- OF
OITCY BANK.
T• IB' FOR CLASS L RIP RAP
T• 12' MIM. STONE FOR EROSION CONTROL (CLASS '61.
TO BE MID FOR AT TIIE CONTRACT UNIT PRICE PER
EACH 'NOCK SILT CHECK DAM'.
KH
PLAN
SPILLWAY SMALL BE 1' MW
w w MIM BELOW LEVEL OF LOWEST BANK.
2? STREAM w10TH
f ?-
H
r
SECTION-AA
SPILLWAY SHALL BE
r I'MIN. BELOW LEVEL Of
2-0' MIN. - -+-? LOWEST BANK.
SECTION-88
ROCK SILT CHECK DAM
.T4 . ,7
,"Ho

MARINA EXPANSION THOMAS ENGINEERING CONSU7AI TS, P.A.
EROSION/SILTATION CONTROL DETAILS NEW BERN, NORTH CAROLINA
MARINA VILLAGE FAIRFIELD HARBOUR JANUARY, 1985 SHEET 14 OF 14
CRAVEN COUNTY NORTH CAROLINA SCALE: NONE

I