74-17 Morehead City Country Club

Permit Number
74-17
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vern't
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
to Morehead City Country Club Inc., PO Box 2400 Morehead City, NC 28557
izing development in Carteret County at adi. Newport River at 2900 Country Club
as requested in the permittee's application dated 3/8/17 including attached
referenced in Condition No. 1 of this
mit, issued on June 9, 2017 , is subject to compliance with the application (where
tit with the permit), all applicable regulations, special conditions and notes set forth below. Any violation
terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Golf Course and Facilities Development
Unless specifically altered herein, all work shall be done in accordance with the permittee's
application and work plan drawings (15), dated 3/8/17 (Sheet 01,02,03,06,07,08 and Sheet 1 of 7, 2
of 7, 3 of 7, 4 of 7, 5 of 7, 6 of 7 and 7 of 7), and dated "Revised" 3/15/17 (Sheet 04 and 05).
2) No Coastal Wetland fill or alteration is authorized under this permit.
(See attached sheets for Additional Conditions)
permit action may be appealed by the permittee or other
:d persons within twenty (20) days of the issuing date.
s permit must be accessible on -site to Department
nnel when the project is inspected for compliance.
y maintenance work or project modification not covered
nder requires further Division approval.
must cease when the permit expires on
December 31, 2020
Issuing this permit, the State of North Carolina agrees that
project is consistent with the North Carolina Coastal
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
trw l� l�
Braxtont Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Program.
Signature ofPermittee

[orehead City Country Club Inc. Permit No. 7417
Page 2 of 3
ADDITIONAL CONDITIONS
Sediment and Erosion Control
OTE: An Erosion and Sedimentation Control Plan has been accepted by the NC Division of Energy,
Mineral and Land Resources (DEMLR), and has been approved under Construction Stormwater
General Permit NCG 010000 (Project ID CARTE-0217-023).
Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property.
A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
Stormwater
The permittee has submitted a stormwater application through the Fast Track Authorization to Construct
pernutting process from DEMLR. The permittee shall receive an authorization to construct from
DEMLR, and provide a copy of this authorization to DCM, prior to the initiation of any development
activities authorized by this permit.
General
This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
Any mitigative measures or environmental commitments specifically made by the applicant in the
application for this project shall be implemented, regardless of whether or not such commitments are
addressed by individual conditions of this permit.
Any building constructed shall comply with the North Carolina Building Code and the local flood
damage prevention ordinance as required by the National Flood Insurance Program.
The permittee and/or his or her contractor shall meet with a representative of the Division prior to
"project initiation.
PE': The permittee is advised to contact the Town of Morehead City if additional potable water wells
are required.
FE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

.:1VIore4ead City Country Club Inc. Permit No. 74-17
Page 3 of 3
ADDITIONAL CONDITIONS
:ROTE: The U.S. Army Corps of Engineers authorized the project by way of Nationwide Permit 42
(Action ID SAW-2017-00274).
NOTE: The N.C. Division of Water Resources assigned the project DWR Project No. 2017-0528.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

DIVISION OF COASTAL MANAGEMENT
Application Processing Notes
i
Applicant: )V l' 41 � C`L6\ C
Type: (check all that apply)
New_ Major Mod_ Permit # Minor Mod_ Renewal_ Transfer_
Permit Coordinator:
Field Represe
I Date Time Message
If 7 Z uU '' su e�t les a 4'1)e 1�- s .
'�SCu�iS. W! Ic Lu q+ L V901,,.1
(DWI-1 w�v 0� Kfiet wqw - Jcu �IZ�II,

MOREHEAD CITY COUNTRY CLUB
GOLF COURSE AND CLUB FACILITIES IMPROVEMENTS
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
MAJOR CAMA PERMIT APPLICATION
TABLE OF CONTENTS
DCM MP — I Application for Major Development Permit
DCM MP — 3 Upland Development
PROJECT NARRATIVE
Introduction
Project Location
Site Description
Soils
Wetlands
Project Description
Phase I — Golf Course and Pool Improvements
Phase 2 — Club House, Parking and Utility Improvements
Erosion and Sedimentation Control
Stormwater Management
Local Government Approval
Methods of Construction
Project Schedule
Compliance with N. C. Environmental Policy Act
Adjacent Riparian Property Owners
APPLICATION DRAWINGS
Sheet 01 —Vicinity Map
Sheet 02 — Soils Map
Sheet 03 — Existing Conditions
Sheet 04 — Site Plan
Sheet 05 — Waterfront Site Plan
Sheet 06 — Sections Sheet 1 of 2
Sheet 07 — Sections Sheet 2 of 2
Sheet 08 — Details
PRELIMINARY WETLANDS MAP
DEED
RECEIVED
MAR 2 2 2017
DCM- MHD CITY
ADJACENT PROPERTY OWNER NOTIFICATION LETTERS
ADJANCENT PROPERTY OWNER MAP
AUTHORIZED AGENT LETTER

ON MP-1
APPLICATION for
Malor Development Permit
(last revised 12/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable) y10Q.61t ILA0
d4l*y
Morehead City Country Club, Inc.
Golf Course and Club Facilities Improvements
Applicant 1: First Name
MI
Last Name
Nick
Eatmon
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
2400
Morehead City
NC
ZIP
Country
Phone No.
FAX No.
28557
USA
252-726-4917 ext.
252-726-6666
Street Address (Adffferenf from above)
City
State
ZIP
2900 Country Club Road
Morehead City
NC
28557-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Arendell Engineers
Agentl Contractor 1: First Name
MI
Last Name
James (Bill)
W.
Forman, P.E.
Agent/ Contractor 2: First Name
MI
Last Name
John
J.
Wade, P.E.
Mailing Address
PO Box
City
State
105 North 101" Street, Suite 4
Morehead City
NC
ZIP
Phone No. 1
Phone No. 2
28557
252 - 622 - 4338 ext.
ext.
FAX No.
Contractor #
252 622 4505
C-1509
Street Address (8dtlerent horn above)
City
State
ZIP
Email
[e-mail], [e-mail]
MAK Z Z cuu
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DCM- MHD CITY
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address
State Rd. #
Carteret
2900 Country Club Road
1177
Subdivision Name
city
State
Zip
Morehead City
NC
28557 -
Phone No.
Lot No.(s) ff many, attach additional page with list)
252 - 726 - 4917 ext.
I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
White Oak
Newport River
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural []Manmade ❑Unknown
Newport River
e. Is proposed work within city limits or planning jurisdiction?
I. If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within.
Town of Morehead City ETJ
4.
Site Description
a.
Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
6.811,913
c.
Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
N/A, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
4'- 18' ®N H W or ❑NWL
e.
Vegetation on tract
The property is currently a golf course with clubhouse facilities. Existing vegetation includes typical golf course grasses on
the golf course, pine trees, live oak trees, and 404 & coastal wetlands.
I.
Man-made features and uses now on tract
The property is currently a golf course with clubhouse facilities. Existing man-made features include the golf course,
clubhouse, ponds, asphalt entrance road and parking lot, cart shed, pool and pool house, and concrete cart paths.
g.
Identify and describe the existing land uses adiiacent to the proposed project site.
Existing land uses adjacent to the property include residential to the west, south, and east. The property is bordered to the
north by the Newport River.
h.
How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
R20
(Attach zoning compliance certificate, if applicable)
[]Yes ®No ❑NA
j.
Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes ®No
k.
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes ®No ❑NA
If yes, by whom?
I.
Is the proposed project located in a National Registered Historic District or does h involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
. %W M rl v t_ rr+
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Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes ❑No
(ii) Are there coastal wetlands on the site? ®Yes ❑No
(III) If yes to either (i) or (if) above, has a delineation been conducted? ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Existing wastewater treatment is through the use of septic fields. The Country Club intends to be annexed into the Town of
Morehead City and at that point will be connected to the Town's wastewater infrastructure.
o. Describe existing drinking water supply source.
Existing drinking water supply source is through the use of an on -site well. The Country Club intends to be annexed into the
Town of Morehead City and at that point will be connected to the Town's water infrastructure.
p. Describe existing stone water management or treatment systems.
Sheet flow & on -site ditches. There are no existing stormwater management or treatment systems on the site.
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ®Commercial ❑Public/Government
❑Private/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
Daily operations will not change at the completion of the project. The project includes relocating several golf holes, the
construction of a new pool, and the construction of a new clubhouse with a new parking lot.
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
Construction of the golf holes will be with graders and other small equipment. Equipment for the construction of the
clubhouse will be dependent on the type of structure (wood vs. steel). The parking lot will be constructed using typical
graders and asphalt machines.
d.
List all development activities you propose.
Construction of new golf holes, clubhouse, pool, parking lot, and concrete cart paths. A detailed list of improvemetns is
provided in the Narrative.
e.
Are the proposed activities maintenance of an existing project, new work, or both? New Work
f.
What is the approximate total disturbed land area resulting from the proposed project? 61.4 ❑Sq.Ft or ®Acres
g.
Will the proposed project
encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established
use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
Existing discharges to waters of the state are through sheet flow off the pervious & impervious structures and channelized
flow along parts of the property. Proposed flows will be by sheetflow and vegetated conveyances.
I.
Will wastewater or stormwaler be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ❑NA
J.
Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal.
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Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (Q are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name Gene S. McClung Phone No.
Address 224 Brandywine Blvd., Morehead City, NC 28557
Name MGM Inc. Phone No.
Address 224 Brandywine Blvd., Morehead City, NC 28557
Name Palm Adventures LLC Phone No.
Address 3326 Bridges Street, Morehead City, NC 28557
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
NIA
h. Signed consultant or agent authorization forth, If applicable.
I. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), If necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
1 7. Certification and Permission to Enter on Land I
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify, that the information provided in this application/ is truthful to the best of my knowledge.
Date 3�8//% Print Name /1/ie�e 4ol 1*111
Signature7s/��
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development ❑DCM MP-4 Structures Information RECEIVED
MAR 2 2 2017
252-808.2808 :: 1-888-4RCOAST :: www. nccoasta lmanagement. net

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
b. Number of lots or parcels.
proposed.
1
1 clubhouse facility and 1 pool facility are proposed
c. Density (give the number of residential units and the units per
d. Size of area to be graded, filled, or disturbed including roads,
acre).
ditches, etc.
N/A
61.4 acres
e. If the proposed project will disturb more than one acre of land, the
f. List the materials (such as mart, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and
to be used for impervious surfaces.
sedimentation control plan at least 30 days before land -disturbing
Impervious surfaces will includes roofs, asphalt entrance
activity begins.
road and parking lot, concrete cart paths, and
(i) If applicable, has a sedimentation and erosion control plan been
pool/concrete pool deck.
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(it) If yes, list the date submitted: March 9, 2017
g. Give the percentage of the tract within the coastal shoreline AEC to
h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built -upon surfaces, such as
require a Stonnwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways
(i) Has a site development plan been submitted to the Division of
or parking.
Water Quality for review?
1.95%
❑Yes ®No ❑NA
I. Give the percentage of the entire tract to be covered by impervious
(ii) If yes, list the date submitted:
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
5.50%
j. Describe proposed method of sewage disposal.
k. Have the facilities described in Item (i) received state or local
Existing sewer service is through the use of septic systems.
approval?
The Country Club intends to annex into the Town of
❑Yes ®No ❑NA
Morehead City and at that point connect to the Town's
If yes, attach appropriate documentation.
wastewater infrastructure.
I. Describe location and type of proposed discharges to waters of the
m. Does the proposed project include an innovative stonmwater
state (e.g., surface runoff, sanitary wastewater, industrial/
design?
commercial effluent, "wash down" and residential discharges).
[]Yes ®No ❑NA
Proposed discharges to waters of the state will be through
If yes, attach appropriate documentation.
sheetflow and existing on -site ditches in accordance
with state low -density stormwater rules.
RECEIVED
MAR 2 2 2017
252.808-28082::1-888-4RCOAST:: www.nccoastalmanagelOGIA- ° revised: 12/26/06

Form 'DCM MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing drinking water is provided through the use of wells.
The Country Club intends to annex into the Town of
Morehead City and at that point connect to the Town's
water infrastructure.
o. When was the lot(s) platted and recorded?
1953
Date
�1 iLri�iAO L(TY LOJ..tCZ't C�c-U(� /
Project Name
Applicant Name
Ap�nt Sign
n. (i) Will water be impounded? ®Yes [_]No ❑NA
(ii) If yes, how many acres? 4.89 acres
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
RECEIVED
MAR 2 2 2017
DCM- MHD CITY
252-808-2808 :: 1-888-4RCOAST:: vv v .nccoastalmanaaement.net revised: 12/26/06

MOREHEAD CITY COUNTRY CLUB
GOLF COURSE AND CLUB FACILITIES IMPROVEMENTS
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
MAJOR CAMA PERMIT APPLICATION
PROJECT NARRATIVE
MARCH 8, 2017
REVISED MARCH 15, 2017
Morehead City Country Club is a private country club located at 2900 Country Club Road in the
extraterritorial jurisdiction (ETJ) of the Town of Morehead City (Carteret County Tax Map PIN
637607595186000). Waters along the shoreline are classified SA;HQW. The club was originally
developed in the 1950's on property along the Newport River in Carteret County with an 18-hole golf
course and clubhouse facilities. The Club property includes 156.38 acres of which approximately 28
acres is coastal or 404 wetlands in the Newport River estuary.
A major CAMA permit is requested for improvements to the golf course and construction of new club
facilities and associated site improvements. Golf course modifications include the construction of new
holes including tee boxes, fairways, & greens, clearing & grubbing of trees, relocation of the driving
range, resurfacing of all greens and tee boxes, reconstruction of all sand traps, and demolition,
construction or reconfiguration of 8' wide concrete cart paths. There is currently a pool, pool house with
bath facilities located along the shoreline of the Newport River. A small portion of the pool deck is
located in the 75 ft. AEC. Club facility improvements include demolition of the existing pool facility and
construction of a new pool, deck and bath facilities at a location east of the existing location. A new golf
hole will be constructed in the uplands along the shoreline in the area of the existing pool. The project
also includes demolition of the picnic pavilion, and pavement areas and reconfiguration of parking
facilities. Following completion of golf course and pool improvements in 2017, the club will embark
upon construction of a new 15,000 s.f. club house with new parking areas and site improvements
including connection of water and sewer systems to the Town of Morehead City systems.
PROJECT LOCATION
The project location is shown on the attached Project Location Map (sheet 1). The site can be reached by
turning onto Bridges Street Extension (S.R. 1738) at the intersection of Highways 70 & 24, turning left on
Country Club Road (S.R. 1177) and proceeding approximately 3 miles to the club entrance on the left
(north side) of Country Club Road.
SITE DESCRIPTION
The site includes approximately 128 acres of upland area and some 18 acres of coastal and 404 wetlands
along the shoreline of the Newport River. The site drains to the Newport River (SA;HQW) via sheet flow
and existing drainage ditches on the site. A small creek is located near the center portion of the site that
drains through 404 and coastal wetlands to the Newport River. Elevations on the site range from
approximately +18 feet along Country Club Road to +4 and to the normal high water line along the
Newport River.
There are several existing structures on1heaitri {� clubhouse, maintenance shed, cart barn,
restroom buildings on the golf course, U house, and picnic pavilion. Of these
MAR 2 2 2017
DCM- MHD CITY

PROJECT NARRATIVE
Morehead City Country Club
Golf Course and Club Facilities Improvements
Morehead City, Carteret County, North Carolina
Major CAMA Permit Application
March 8, 2017, Revised March 15, 2017
Page 2 of 6
structures, the existing pool, pool house and picnic pavilion will be demolished as part of the golf course
and facility projects.
SOILS
Soils on the site are shown on sheet 2, Soil Map, and consists of Autryville well -drained, Arapahoe, very
poorly drained, and Seabrook, moderately well drained sandy loam. Most of the site is well drained and
moderately well drained soils with the poorly drained soils around the creek and wetlands pockets that run
through the middle of the site. Most of the site work will take place in the areas of Autryville and
Seabrook soils.
WETLANDS
The site contains 404 and coastal wetlands. The wetlands have been mapped by the Soil Scientist
(Thomas Hinson, LSS) and surveyed. Representatives from the U. S. Army Corps of Engineers,
Wilmington District, Regulatory Branch (Tom Charles) have visited the site and verified the 404
Wetlands line shown on the attached Preliminary Wetlands Map. Coastal wetlands and the normal high
water lines were delineated by a DCM representative (Heather Styron), surveyed, and are shown on the
site plan. A project objective is to minimize and avoid impacts to both coastal and 404 wetlands. With
the exception of some impacts to ditches and ponds claimed as jurisdictional, that objective has been
achieved. A pre -construction notification will be submitted to USACE as soon as the final Wetlands Map
is approved. That process is ongoing concurrent with this application.
PROJECT DESCRIPTION
Improvements are to be implemented in two phases. The first phase includes golf course improvements
and pool relocation. Phase 2 will be implemented upon completion of golf course improvements and will
include construction of a new club house with a footprint not to exceed 15,000 s.f., and utility and site
improvements including parking areas adjacent to the new pool and clubhouse for over 200 vehicles.
A detailed list of improvements is provided as follows:
Phase 1— Golf Course and Pool Improvements
1. Relocation of hole #L Construction of new fairway for hole # 1 including timbering along but
setback 15 feet from the property line, conversion of ditches to wide shallow swales flowing to
the ditch along the property line, and expansion of the pond adjacent to the new #1 green from
6,800 s.f. to 22.500 s.f. of surface area.
2. Expansion ofpond near existing #5 (new #2) green. The pond adjacent to the new #2 green
(existing #5) will be expanded from 76,000 s.f. to 83,300 s.f.
3. Lengthening of existing hole #3 (new #5). The fairway at new #5 will be lengthened and a new
green constructed.
4. Expansion of existing #4 (new #6) fairway. The fairway at the new #6 will be expanded, trees
along the east side of the existing fairway cleared and grubbed, the pond expanded from 11,500
s.f. to 18,700 s.f., and the 8 ft. wide cart path relocated to the east along the edge of the new tree
line.
5. Relocation of hole #8 (new #7) fairway. The fairway will be moved to the south closer to the
highway requiring tree removal and mounding along the road for privacy and safety. The 13,000
s.f. pond between the new driving range and the new #7 fairway will be filled and the 8 ft. wide
cart path relocated to the south. RECEIVED
MAR 2 2 2017
DCM- MHD CITY

PROJECT NARRATIVE
Morehead City Country Club
Golf Course and Club Facilities Improvements
Morehead City, Carteret County, North Carolina
Major CAMA Permit Application
March 8, 2017, Revised March 15, 2017
Page 3 of 6
6. New driving range fairway. A new driving range will be graded and turfed between the new # 1
and new #7 fairways, including practice tee boxes at both ends and construction of a new practice
green.
7. Pool Relocation. A new pool will be constructed adjacent to the existing clubhouse. The new
pool and concrete deck will have an area of approximately 24,100 s.f. When the new pool is
completed and operational, the old pool along the Newport River will be demolished to make
room for a new #9 hole. Demolition will include removal of the existing pavements in the area of
the new pool.
8. New hole #8. Existing hole #9 will be moved to the northeast, the tee boxes relocated to the west
side of the entrance road, a new 19,500 s.f. pond constructed, the 8 ft. wide cart paths relocated,
and a new green constructed.
9. New hole #9. Construction of new hole along the Newport River waterfront over existing the
pool site with fill extending into the AEC. No impervious surfaces will be constructed in the
AEC.
10. Improvements to hole 912 (new #11). Improvements will include expansion of existing fairway,
partial relocation of 8' wide concrete cart path and expansion of the pond from 54,700 s.f. to
63,500 s.f.
11. Reorientation ofpond at #14 (new #13). Existing pond to be re -orientated from the existing
alignment with the size of the new pond approximating the size of the existing pond.
12. Construction of new hole 416. A new hole, will be constructed on the east side of the wetlands
that run through the center of the site and the 8 ft. wide cart path extended to near the new green
location. New construction will include grading of the fairway and construction of a new green
and tee boxes. The slope of the new green will avoid impacts to adjacent 404 wetlands.
13. Improvements to hole #16 (new #15). Portions of the low poorly drained fairway will be filled,
graded and turfed, and the existing 6,100 s.f. non jurisdictional pond will be filled and
incorporated into the fairway. Impacts to adjacent 404 wetlands will be avoided. The pond is
non jurisdictional according the USACE because there is no connection to the adjacent wetlands.
14. Excavation of Uplands. An area of approximately 0.67 acres will be excavated between the
existing #17 hole tee complex and the existing #18 hole fairway. Currently, there is a ditch with
404 wetlands between these two holes. The intention is to use this area as a borrow pit for fill
and then restore the area with 404 wetland plants. The fill will be used to fill the non -
jurisdictional pond on existing hole #16 as well as raise the elevation of the fairways on existing
hole #16 and hole # 18. There will be no excavation of the 404 wetlands.
15. Improvements to hole #18. Improvements to # 18 will include tree removal along the western
property line with a 15 ft. wide vegetated buffer remaining, portions of the low poorly drained
fairway west of the creek will be filled, graded and turfed with the fill extending into the AEC
and avoiding adjacent 404 wetlands, a new fairway and green will be constructed on the point of
the creek and Newport River estuary including filling, grading and turf in a low poorly drained
area, and construction of a new green. Cart paths will be relocated adjacent to the new fairway.
The existing bridge crossing the wetlands will remain in use and in its existing location.
Phase 2 — Clubhouse, Parking and Utility Improvements
16. New Clubhouse. A new clubhouse will be constructed in the area between the new #9 and # 18
greens with a small portion of the building (approximately 2,186 s.f.) extending into the 75 ft.
AEC. The building has not be designed. The footprint of the building shown on the site plan will
is 15,000 s.f, but the final footprint will or h�ely le in the 12,000 s.f. range. Grading and
RECED
MAR 2 2 2017
DCM- MHD C't y

PROJECT NARRATIVE
Morehead City Country Club
Golf Course and Club Facilities Improvements
Morehead City, Carteret County, North Carolina
Major CAMA Permit Application
March 8, 2017, Revised March 15, 2017
Page 4 of 6
drainage of the site will be for vegetated conveyances directing runoff to the Newport River and
adjacent wetland creek.
17. Parking Improvements. Club house improvements will include a new parking lot with some 160
spaces (approximately 1.54 acres of pavement) and rehabilitation of existing parking adjacent to
the existing clubhouse and new pool (1.05 acres) for a total number of spaces exceeding 200.
18. Water and Sewer Connections. The existing facilities are served by an onsite well for potable
water and an onsite septic system for sewage treatment and disposal. Clubhouse improvements
will require connection to the Town of Morehead City potable water system for both fire
protection and drinking water. It is proposed to pump wastewater into the Town sewer system in
the Country Club Run subdivision just west of the hole # 15 green with an onsite lift station and a
force main. The specifics of the sewer system have not been resolved with the exception of
making the decision not to build and maintain onsite wastewater treatment and disposal systems.
Permits for construction of the water and sewer systems will be required from the Department of
Environmental Quality, Division of Water Resources and the Public Water Supply Section.
EROSION AND SEDIMENTATION CONTROL
An Erosion and Sedimentation Control Plan (E&SC Plan) has been submitted for approval to the Land
Quality Section of N.C. Department of Energy, Mineral and Land Resources, in Wilmington, NC. The
express submittal is for work in an area of 19.62 acres, an area designated as phase 1 for purposes of
erosion and sediment control. The phase I area includes the work area of the new pool, the area of new
holes # 1, #7, and the new driving range. Following approval of the phase 1 plan, a submittal will be
made for phase 2 which includes the remainder of the project area, an additional disturbed area of
approximately 42 acres. Grading and turf work will begin in the phase 1 area upon approval of the phase
1 E&SC Plan.
STORMWATER MANAGEMENT
A preliminary determination has been made that the project will meet the requirements for low density
development. Surface water conveyances will be limited to vegetated swales and sheet flow. Total
impervious area for proposed improvements is summarized in the following table and includes 376,995
s.f. (8.65 acres) which is 6.74% of the total upland land area of approximately 128 acres. Total acreage is
calculated as the total property area (156.38 acres) less the coastal and 404 wetland areas (approximately
28 acres).
No construction of impervious areas will commence until the Stormwater Water Management Plan is
approved by DEMLR. Submittal of the plan will follow submittal of this CAMA permit application.
LOCAL GOVERNMENT APPROVAL
The site plan has been coordinated with the Planning Department of the Town of Morehead City
(TMHC). Golf course improvements do not require TMHC approval except that a 15 ft. wide buffer from
property pines is required where there are logging operations. A special use permit will be required for
construction of the club house. Application for that approval will be made when the clubhouse design is
completed and ready for permitting and construction.
RECEIVED
MAR 2 2 2017
DCM- MHD CITY

PROJECT NARRATIVE
Morehead City Country Club
Golf Course and Club Facilities Improvements
Morehead City, Carteret County, North Carolina
Major CAMA Permit Application
Morehead City Country Club
Summary of Existing and
Proposed Impervious Surfaces
March 8, 2017, Revised March 15, 2017
Page 5 of 6
Area
Location
SF
Acre
Entrance Road / Parking
45,682.38
1.05
Cart Shed
13,506.86
0.31
Cart Shed Ramp
1,844.73
0.04
New & Existing 8' wide cart paths
184,953
4.25
Pool & Pool Deck
24,149.75
0.55
Ex. Clubhouse
9,469.07
0.22
Ex. Clubhouse Alley
1,954.96
0.04
Ex. Clubhouse Sidewalk
1,050.89
0.02
Ex. Bathrooms
377.24
0.01
Ex. Maintenance Shed #1
6,533.16
0.15
Ex. Maintenance Shed #2
96.99
0.00
Maintenance Road
2,251.81
0.05
Ex. Pavilion
3,060.40
0.07
Ex. Pavilion Sidewalk
72.43
0.00
Clubhouse
15,000.00
0.34
Parking Lot / Entrance 66,990.48 1.54
Totals 376,994.67 8.65
METHODS OF CONSTRUCTION
Golf course construction will be by conventional golf course grading, sodding and turf installation
equipment. Cart paths will be graded and formed and concrete poured and finished. Graded area will be
stabilized within 14 days with either temporary seeding and mulching or permanent sodding with
Bermuda grass sod. The pool will be a cast -in -place concrete structure graded, formed and the concrete
poured and finished. Buildings will be by conventional framed construction.
PROJECT SCHEDULE
Following receipt of the Major CAMA permit, Stormwater and Erosion & Sediment Control permits;
grading and turf placement will proceed over the entire golf course. The turf must be in place during the
month of June in order that a playable stand of grass is ready for reopening of the course in October.
Club house and associated site and utility improvements will proceed upon completion of the golf course
improvements. A completion date for club house construction is not available.
COMPLIANCE WITH THE N. C. ENVIRONMENTAL POLICY ACT
The Regulatory Reform Act of 2011 (SB 781) was passed by the North Carolina Legislature in July 2011.
This bill eliminates the requirement for an environmental assessment (EA) for any project requiring a
Major CAMA permit. Therefore, the propose�.�rp�Gpt> 6� to N.C. Environmental Policy Act
Review. j (CI+C1 V
MAR 2 2 Z017
DCM- MHD CITY

RECEIVED
MAR 2 2 2017
MHD CITY
AARENDELL
PROJECT TIRE:
PREPARED FOR:
DRAN7NG TITLE
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ms NORTH ions kE ;suiiEa'
GOLF COURSE AND
MOREHEAD CITY COUNTRY CLUB
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CLUB FACILITIES
2900 COUNTRY CLUB ROAD
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IMPROVEMENTS
MOREHEAD CITY, NC 28557
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DCM Coordinator: DI�IO Permit #: ZY'-17I
MAILING DISTRIBUTION SHEET
-
Permitee:9/1C /t'
Agents: ?ivyrdp
DCM Field Offices
Elizabeth City
Morehead City
Washington
Wilmington
US ACOE Offices:
Washington:
(with revised work plan drawings)
Raleigh Bland (Beaufort, Camden, Chowan, Craven, Hertford, Hyde, Perquimans,
Tyrrell)
Josh Peletier (Bertie, Currituck, Dare, Gates, Pamlico, Pasquotank, Washington)
Tom Steffans (NC DOT- Beaufort, Carteret, Craven, Pamlico)
Bill Biddlecome (NC DOT -Remainder ECity/Washington District)
Wilmington: Tyler Crumbley (Brunswick, New Hanover)
,Liz Hair (Carteret, Onslow, Pender)
Brad Shaver (NCDOT-Brunswick, New Hanover, Onslow, Pender)
Cultural Resources:
Public Water Supply:
Marine Fisheries:
NC DOT:
Shellfish Sanitation:
State Property:
DEMLR/DWR:
Renee Gledhill -Earley
Heidi Cox (WIRO)
Clif Whitfield (WARD)
Shane Staples i
Curt Weychert
David Harris
Shannon Jenkins
Tim Walton
Karen Higgins J
Kristy Lynn Carpenter (NC DOT -All Projects)
Washington: Anthony Scarbraugh-401
Roger Thorpe-Stormwater
Garcy Ward- (NCDOT-Beaufort, Bertie, Camden, Carteret, Chowan, Craven, Currituck,
Dare, Gates, Hertford, Hyde, Pamlico, Pasquotank, Perquimans, Tyrrell, Washington)
Wilmington: Robb Mans — 401 (Carteret, Onslow, Pender, New Hanover)
Chad Coburn — 401 (Brunswick)
Georgette Scott - Stormwater
Joanne Steenhuis - 401(NCDOT-Brunswick, New Hanover, Onslow, Pender)
Wildlife Resources: Maria Dunn (WARO)
LPO: �;V c S+aa � 1 c/ 1
Fax Distribution: Permittee #: Agent#

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
July 11, 2017
Morehead City Country Club, Inc
Attn: Ron Perry, President
PO Box 2400
Morehead City, NC 28557
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
TRACY DAVIS
Director
Subject: Fast Track Authorization to Construct (ATC) Permit No. SWA 000003
Morehead City Country Club Golf Course and Club Facilities
Carteret County
Dear Mr. Perry:
On July 10, 2017, the Wilmington Regional Office received a complete "Authorization to Construct"
(ATC) Permit Application Form for the subject project to be permitted under the State Stormwater Fast
Track Process. Staff have reviewed the application materials and have determined that the project, as
proposed, complies with the Stormwater Regulations set forth in Rule 15A NCAC 02H.1043. We are
hereby forwarding Authorization to Construct Permit No. SWA 000003 dated July 11, 2017, for the
construction of the stormwater control measures (SCMs) and built -upon area associated with the subject
prof ect.
This Authorization to Construct Permit does not constitute an approval of the project at its completion.
Approval of this project at completion will be based on Division review and approval of the final permit
application completed by a North Carolina licensed professional. It shall be the Permittee's and the
licensed professional's responsibility to ensure that the as -built project meets the appropriate stormwater
rules. Failure to comply may result in penalties in accordance with North Carolina General Statute § 143-
215.6A through § 143-215.6C and/or referral of the licensed professional to the appropriate North
Carolina licensing board.
This Authorization to Construct Permit shall be effective from the date of issuance until July 11, 2022,
shall be subject to the conditions and limitations as specified therein, and shall not supersede any other
agency permit that may be required.
This cover letter, attachments, and all documents on file with DEMLR shall be considered part of this
ATC Permit and is herein incorporated by reference.
Please note that this Authorization to Construct Permit is not transferable except after notice to and
approval by the Division. The Division may require rescission and/or revocation and reissuance of this
permit.
If you have any questions concerning this permit, please contact Christine Hall in the Wilmington
Regional Office at 910-796-7215 or [e-mail].
Sincerely,
RECEIVED
� =vis,
CAUG O1 2017
e.acy , Director D C M- M H D CITY
Division of Energy, Mineral and Land Resources
GDS/canh: %StormwaterTeanits & Projects\SWA Fast Track ATC\000003 ATC LD\2017 07 permit 000003
CC' Bill Forman, PE, Arendell Engineers
Town of Morehead City Building Inspections
Division of Coastal Management
Carteret County Inspector for Erosion & Sedimentation Control, Land Quality Section, DEMLR
Wilmington Regional Office Stormwater File
Stare of North Carolina I Envinar nernal Quality I Energy. Mineral and Land Resources
Wilmington Regional office 1127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SWA 000003
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER FAST TRACK PROCESS:
AUTHORIZATION TO CONSTRUCT (ATC) PERMIT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations promulgated and
adopted by the North Carolina Environmental Management Commission, including 15A
NCAC 02H.1000 ("stormwater rules'),
PERMISSION IS HEREBY GRANTED TO
Morehead City Country Club, Inc.
Morehead City Country Club Golf Course and Club Facilities
2900 Country Club Road, Morehead City, Carteret County
FOR THE
construction of a fast track project and its associated stormwater control measures (SCMs) as
outlined in the approved Fast -Track application, site plan, and supporting documentation (the
"preliminarily approved documentation") as attached and/or on file with the Division of Energy, Mineral
and Land Resources (the "Division" or "DEMLR"). The preliminarily approved documentation is
incorporated by reference and are enforceable parts of the this permit. This project is located within
one-half mile of and discharging to receiving waters designated as the Newport River, a class SA-
HQW water in the White Oak River Basin and is to be designed in compliance with the provisions of
15A NCAC 02H.1000 and the minimum design criteria (MDC) specified therein (the "stormwater
rules") and enforced by the Division.
This permit shall be effective from the date of issuance until July 11, 2022, and shall be subject to the
following specified conditions and limitations:
COMPLIANCE WITH THE STORMWATER RULES. The project and all SCMs (including
existing SCMs associated with the project) shall meet all applicable requirements of 15A NCAC
02H .1000 through .1062, including the Minimum Design Criteria (MDC), upon project
completion. This includes the following Sections of 15A NCAC 02H .1000:
.1003 Requirements that Apply to All Projects
.1019 Coastal Counties Program
.1043 Fast Track Permitting Process: Authorization to Construct
1044 Fast Track Permitting Process: Final Permit
1045 Requirements for Permit Transfers and Permit Renewals
1050 MDC for All Stormwater Control Measures
1051-1062 MDC for Specific Stormwater Control Measures, as applicable
RECEIVED
AUG 01 2017
DCM•• MHD CITY
Page 1 of 4

State Stormwater Management Systems
Permit No SWA 000003
HIGHLIGHT OF SPECIFIC RULE REQUIREMENTS. The project shall comply with all
applicable provisions of the stormwater rules listed above. Some specific rule requirements to
be aware of include:
a. LOW DENSITY REQUIREMENTS. The information provided in the application indicates
that this project has proposed a density of 1.03%. This low density project shall comply
with all applicable low density requirements listed in the stormwater rules. If, at any point,
the project density exceeds 12%, this project will be considered a high density project and
must comply with all applicable high density requirements of the stormwater rules.
b. PROJECT AREA. The attached site plan depicts this project as a single project with a
project area of 6,069,614 square feet. The locations of all SCMs, streams, wetlands and
buffers are shown on the site plan.
c. VEGETATED SETBACKS. A vegetated setback shall be provided adjacent to surface
waters per the requirements of Rule 15A NCAC 02H .1003(4) and other applicable
stormwater rules to which the project is subject.
d. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded and must be submitted to obtain the final permit as stated in
15A NCAC 02H.1044:
i. Deed restrictions and protective covenants. Please note that the final permit will be
issued a separate permit number,
ii. Access and/or easements,
iii. Operation and maintenance agreement;
iv. Final plat must include a reference to the recorded operation and maintenance
agreement,
v. Deeds for individual lots with a reference to the deed restrictions and protective
covenants.
e. OPERATION AND MAINTENANCE. During the term of the ATC, all operation and
maintenance for the project shall follow the Erosion Control Plan requirements until the
Sediment -Erosion Control devices are converted to SCMs. Once the devices are
converted to SCMs, the permittee shall provide and perform the operation and
maintenance necessary, as listed in the recorded operation and maintenance agreement,
to assure that all components of the permitted on -site stormwater system function at the
intended design condition.
f. NO ALTERNATIVES TO THE MDC. The project shall not propose an alternative design,
nor shall it claim an exemption from the MDC based on vested rights, a waiver or a
Director's Certification.
3. ATC PERMIT ADMINISTRATION. In accordance with 15A NCAC 02H .1043 and. 1044, the
following administrative procedures shall apply:
a. PROJECT AREA CHANGES. If the project area changes, then this ATC permit shall be
rendered null and void and the project must either apply for a new ATC or standard permit.
b. LICENSED PROFESSIONAL: A licensed professional of record must be maintained for
the duration of the project and who will prepare, certify, and submit the as -built package to
obtain the final permit. If another licensed professional is retained before the project is
complete, then an updated guaranty must be submitted. The original licensed professional
is required to inform the Division that they are no longer associated with the project.
RECEIVED
AUG 01 2017
DCW MHD CITY
Page 2 of 4

State Stormwater Management Systems
Permit No. SWA 000003
c. TRANSFER. This permit is not transferable to any person or entity except after notice to
and approval by the Director. Neither the sale of the project; in whole or in part, nor the
conveyance of common area to a third party constitutes an approved transfer of the ATC
stormwater permit. The permittee is responsible for compliance with all permit conditions
until such time as the Division approves the transfer request. To transfer this permit, either
submit a new ATC application form (with all required items) or apply for a standard
stormwater permit through the standard permitting process. Full or partial designers'
certifications must be completed and submitted with the new ATC application or the new
standard permit application for any SCMs that were already completed under the ATC If
the project is sold without notification to DEMLR, then this ATC permit shall be rendered
null and void, the project will be out of compliance, and construction will not be allowed
until a new standard permit application is submitted and approved for the project.
d. RENEWAL. This ATC permit may be renewed by providing a renewal application with all
required items at least 180 days prior to the expiration date of this permit.
e EXPIRATION. If the ATC permit expires, the project shall be considered out of
compliance, and thus shall be disqualified from renewal through the fast track permitting
process. In this case, the permittee shall obtain a permit through the standard permitting
process to complete the project. Full or partial designer certifications must be completed
and submitted with the standard permit application for any SCMs that were already
completed under the ATC.
4. DOCUMENTATION AND INSPECTION. The ATC application and required items and technical
design documents shall be available upon request by the Division throughout the life of this
permit. A copy of the ATC application and permit shall be maintained on file by the Permittee at
all times. In addition, the permittee grants Division staff permission to enter the property during
normal business hours to inspect the project and all components of the stormwater management
facility.
5. COMMENCEMENT OF CONSTRUCTION. DEMLR shall be notified at least 48 hours in
advance of constructing the approved project by submitting the completed Construction
Commencement Form found in Attachment A.
6. FINAL FAST -TRACK PERMIT APPLICATION. Within 45 days of completion of the project, a
Final Fast Track Stormwater Permit Application and all required items shall be submitted to
DEMLR in accordance with Rule 15A NCAC 02H .1044(3). Approval of the as -built stormwater
plans shall be required before the Erosion and Sedimentation Control Plan for the project may
be closed out.
7. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is subject to
enforcement action as set forth in NCGS 143, Article 21. Any of the following actions shall be
considered a violation of the stormwater rules and are grounds for enforcement action in
accordance with NCGS 143-215.6A:
a. Failure to abide by the conditions contained in this permit.
b. Knowingly making false statement, representation, or certification regarding this project.
c. Failure to maintain a licensed professional of record for the duration of the project.
11. DIRECTOR'S AUTHORITY. The Director may modify, revoke, reissue or terminate this permit
for cause as allowed by 15A NCAC 02H.1000 and NCGS 143-215.1.
12. OTHER REQUIREMENTS AND/OR PERMITS. The issuance of this permit does not preclude
the permittee from obtaining and complying with any and all other permits or approvals that are
required in order for this development to take place, as required by any statutes, rules,
regulations, or ordinances, which are imposed by any other Local, State or Fede�I�gpye
agency having jurisdiction. 1"+;CECElvED
11 r 01 ?01
Page 3 of 4

State Stormwater Management Systems
Permit No. SWA 000003
Permit issued this the 11t" day of July, 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.Tracy Davis, P E., Director
Division of Energy; Mineral and Land Resources
By Authority of the Environmental Management Commission
ATC Permit Number SWA 000003
Page 4 of 4

State Stormwater Management Systems
Permit No. SWA 000003
Attachment A
Fast Track Construction Commencement Form
ATC Permit No. SWA 000003
Morehead City Country Club Golf Course and Club Facilities
Carteret County
Complete and submit this form (NO SUBSTITUTES) to the Wilmington Regional Office
The undersigned hereby notifies the agency below that the construction of this stormwater
management system is expected to commence on (mm/dd/yyyy) and is expected to be
completed by (mm/dd/yyyy). I understand that this aroiect shall not be considered
Signature of Permit Holder Title (if any) Date
Designer's Certification
I, as a duly re istered Licensed Professional in the State of
North Carolina, having been authorized to observe (�] periodically, ❑ weekly, ❑ full time) the
construction of the subject project on behalf of the Permittee. I hereby state that, to the best of my
abilities, due care and diligence will be used such that the project and all stormwater control measures
(SCMs) shall be constructed to meet all applicable requirements of 15A NCAC 02H Section .1000-
.1062, including the Minimum Design Criteria (MDC).
North Carolina Licensed Professional Seal, signature,
and date:
It is highly recommended that this notification be sent in a manner that provides proof of receipt by the
Division. The Division does not acknowledge receipt of Fast Track Construction Commencement Notification
Forms
Submit this form to the following Office
Division of Energy, Mineral and Land Resources c/b Georgette Scott RECEIVED
State Stormwater Management Program
Wilmington Regional Office AUG 01 2017
127 Cardinal Drive Ext
Wilmington, NC28405 DCM- MIND CITY
Page 1 of 1

Coastal Management
ENVIFONMENTAL QUALITY
Morehead City Country Club, Inc.
P.O. Box 2400
Morehead City, N.C. 28557
Dear Sir or Madam:
June 13, 2017
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXT.ON C. DAVIS
Director
The enclosed permit constitutes authorization under the Coastal Area Management Act, and
where applicable, the State Dredge and Fill Law, for you to proceed with your project. proposal. The
original (buff -colored form) is retained by you and it must be available on site when the project is
inspected for compliance. Please sign both the original and the copy and return the copy to this office in
the enclosed envelope. Signing the permit and proceeding means you have waived your right of appeal
described below.
If you object to the permit or any of the conditions, you may request a hearing pursuant to NCGS
113A-121.1 or 113-229. Your petition for a hearing must be filed in accordance with NCGS Chapter
150B with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27611-6714,
[phone] within twenty (20) days of this decision on your permit. You should also be aware that
another qualified party may submit an objection to the issuance of this permit within twenty (20) days.
The project plan is subject to those conditions appearing on the permit form. Otherwise, all work
must be carried out in accordance with your application. Modifications, time extensions, and future
maintenance requires additional approval. Please read your permit carefully prior to starting work and
review all project plans, as approved. If you are having the work done by a contractor, it would be to your
benefit to be sure that he fully understands all permit requirements.
From time to time, Department personnel will visit the project site. To facilitate this review, we
request that you complete and mail the enclosed Notice Card just prior to work initiation. However, if
questions arise concerning permit conditions, environmental safeguards, or problem areas, you may
contact Department personnel at any time for assistance. By working in accordance with the permit, you
will be helping to protect our vitally important coastal resources.
Enclosure
Sincerely,
JI
vgg7ep
Douglas V. Hugge
Major Permits Manager
N.C. Division of Coastal Management
state of North Carolina I Environmental Quality ICoastal Management
Morehead City office 1 400 Commerce A4enue,1 Morehead City, NC 28557
2528082808

Bodnar, Gregg
From:
Bodnar, Gregg
Sent:
Tuesday, May 30, 2017 11:58 AM
To:
Brownlow, Roy; Styron, Heather M.
Cc:
Davis, Braxton C; Lopazanski, Mike; Huggett, Doug
Subject:
MHC Country Club
Morning all,
FYI, I just got off the phone with Bill Forman at Arendell Engineers to discuss/update the project under review
at MHC Country Club. During our discussion he eluded to the interest of the applicant in commencing work within the
AEC regardless of permit determination. I advised him strongly against the applicant starting work before permits are in
place. He agreed and would advise the applicant against starting work.
Thanks,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 office
Gregg. [e-mail]
400 Commerce Ave
Morehead City, NC 28557
'Nothing Compares .-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

DIVISION OF COASTAL MANAGEMENT
APPLICATION TRANSMITTAL AND PROCESSING RECORD
APPLICANT: Morehead City Country Club
County: Carteret
LOCATION OF PROJECT: 2900 Country Club Rd, along Newport River, in Morehead City.
DATE APPLICATION RECEIVED COMPLETE BY FIELD:
4/11/17
FIELD RECOMMENDATION: Attached: Yes
To Be Forwarded: No
CONSISTENCY DETERMINATION: Attached: No
To Be Forwarded: Yes
FIELD REPRESENTATIVE: Heather Styron
DISTRICT OFFICE: Morehead City
DISTRICT MANAGER REVIEW: Roy Brownlow
B) DATE RECEIVED BY MAJOR PERMITS UNIT: 4/24/17
FEE REC'D: $400.00 (60/40%)
PUBLIC NOTICE REC'D: Yes
END OF NOTICE DATE: 5/16/17
ADJ. RIP. PROP NOTICES REC'D: Yes
DEED REC'D: Yes
APPLICATION ASSIGNED TO: Gregg Bodnar
ON: 4/26/17
C) 75 DAY DEADLINE: 6/25/17
150 - DAY DEADLINE:
/
MAIL OUT DATE: 4/26/17
STATE DUE DATE: 5I1 1-7
FEDERAL DUE DATE:
PERMIT FINAL ACTION: ISSUE
FED COMMENTS REC'D:
DENY DRAFT ON
AGENCY
DATE COMMENTS
OBJECTIONS:
NOTES
RETURNED
YES NO
Coastal Management- Regional Representative
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Coastal Management- LUP Consistency Determination
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Wildlife Resources Cormnissian
g l!O (
v
/V�
Local Permit Once
S(.L (
/V"
DCM-Fisheries Resource Specialist
Corps of Engineers
5qV-t
5/14 11

Bodnar, Gregg
From: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Sent: Thursday, June 08, 2017 10:29 AM
To: Mairs, Robb L; Bodnar, Gregg
Subject: RE: [Non-DoD Source] RE: Morehead City Golf Course project
I'll be authorizing under a NWP 42 this week. Should have it complete either this afternoon or tomorrow morning. I'll
send an electronic copy once finalized.
Corps Action ID: SAW-2017-00274
Liz
-----Original Message -----
From: Mairs, Robb L [mailto:[e-mail]]
Sent: Wednesday, June 07, 2017 4:52 PM
To: Bodnar, Gregg <[e-mail]>; Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: RE: [Non-DoD Source] RE: Morehead City Golf Course project
Gregg,
I have issued this permit (DWR #20170528) through our GC 4092. 1 plan to send it out this week.
Thanks,
From: Bodnar, Gregg
Sent: Thursday, June 01, 2017 8:15 AM
To: Mairs, Robb L <[e-mail]>; Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: RE: [Non-DoD Source] RE: Morehead City Golf Course project
Forgot to say let me know when you all have comments completed.
G
From: Bodnar, Gregg

Coastal Managernen t
ENVIRONMENTAL QUALITY
MEMORANDUM:
TO: GREGG BODNAR
FROM: HEATHER STYRON
THRU: ROY BROWNLOW
ROY COOPER
Goremnr
MICHAEL S. REGAN
Seeretap,
BRAXTON DAVIS
Artcnm
April 21, 2017
SUBJECT: COMMENTS & RECOMMENDATIONS- CAMA MAJOR PERMIT- MOREHEAD
CITY COUNTRY CLUB, GOLF COURSE REDESIGN PROJECT, ATLANTIC BEACH, CARTERET
COUNTY
The following are my comments and recommendations regarding the aforementioned
proposal. The proposal is for golf course and club facilities improvements.
There is currently an 18-hole golf course with pool, pool house, parking lot, maintenance
shed(s), cart paths and clubhouse. The applicant is proposing course modifications, demolition
of old pool and pool house, construction of a proposed pool, construction of deck and
bathroom facilities, a proposed golf hole, reconfiguration of parking area, and construction of a
proposed clubhouse.
The development conforms to the guidelines set forth under 15A NCAC 07H .0208. Assuming
that state and federal agencies concur with the proposal, the District recommends the project
be authorized as proposed, contingent upon the following conditions:
• No coastal wetland fill or alteration is authorized.
• All work shall be completed as shown on plats dated received by DCM
on 3/22/17 (no coastal wetland fill or alteration).
• Effective sedimentation barrier shall remain installed and maintained until area adjacent to
the coastal wetlands and non -coastal (404) wetlands and estuarine waters can be
stabilized with a vegetative cover.
• Finish grade of proposed work shall not increase storm water run-off into adjacent waters.
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808

ROY COOPER
4`ovatnar
yMI6HAEi: 5.-REGA2�F--
.AC
BRAXTPN C..I)AVIS
RIVIRONA404 90n4pr RECEIVED,
MAY 0.1 20V "
DCM.Flehedw
April 26, 2017 WARD
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Shane Staples
Division of:Coastal Management
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City, Country Club
2900 Country Club Rd., along the Newport River, in Morehead'City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction, of a proposed clubhouse,. pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency s position or viewpoint on the proposed project and return this form by
14ay 16, 2017. If you have any questions regarding the proposed project, please contaci Heather Styron,
1'emit officer aq(252) 808-2808. Ext. 216. When appropriate, in-depth comments with supporting data is
requested. . p: .
REPLY: This agency has no objection to the project as proposed.
l/This agency has no. comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached. "
This agency objects to the project for reasons described in the attached comments.
SIGNED ` DATE
SfateofNodfiCamHw I Eny1m menWQualltylCoaaWM=agemeDt
Moe&eadCfty 0f8ao 1400 CbrftdCeAveAitt I Mortha4 ftNC 2M
- 282`.W82808

Coastal Management
ENVIRONMENTAL QVALIW
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
kon3120%,
I �+ Sanitaiton 6 ,e Pont Dots+
She111isWatel pualltV S�.
Shannon Jenkins
Shellfish Sanitation
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
ROY COOPER
Governor
— MICHAEL S. REGA14 Seaaily
BRAXTON C. DAVIS
Dbutor
2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is .
requested.
o-ATar-fri-e3 memo
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED � DATE S�a 17 RECEIVED
fbg- SkO, inO-Yl J24lk-inr AY 0 3 2017
Slate of North Caruhna I EnvtmmentalQualityICoastal Management DCM—'"'HD CITY
Morehead Chy Office. 1 400 Commerce Avenue I Morehead City, NC 28S57
252 808 2808

NC°
Marine Fisheries
ENVIRONMENTAL QUALITY
May 2, 2017
MEMORANDUM
TO:
From:
Through:
SUBJECT:
Applicant:
Project Location:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal Management
Valerie Wunderly,
Environmental Health Regional Specialist
Shannon Jenkins, Section Chief
Shellfish Sanitation & Recreational Water Quality
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole
golf course, construction of a proposed clubhouse, pool with pool
house, site improvements, proposed golf hole, parking area and
cart path improvements.
In the Field Investigation Report, Habitat Description (F) and the Narrative
Description section (paragraph 3), it is stated that the waters in this area are
open to the taking of shellfish. The waters of the Newport River adjacent to
Morehead City Country Club, where the project is to take place, are currently
classified as Prohibited and Conditionally Approved Closed for the harvest of
shellfish.
State of North Carolina I Division of Marine Fisheries
3441 Arendell Street I P.O. Box 7691 Morehead City, North Carolina 28557
252-726-7021
RECEIVED
MAY 0 3 2017
DCM- MHD CITY

IL
Nr..
QodstalMdpagea:ent
WVMMMENTAI, QUALITY
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
ROY COOPER
Owmor
- - MICHAEL S. REGAN»- .- _..
... Sea€iary � ."' • ..�.'-
Lee Padrick
Division of Community Assistance
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
BRAXTON C. DAVIS
Wector
Project Location: 2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at(252) 808-2808. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY:. This agency has no objection to the project as proposed.
his agency has no. comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
stateofNortfiPam1ra I FavWnmenWQualtt7r I coastal Marla =n1:
MaCEheadC8r O61te 1400Cbmm"Medue I Mwbhead Qty,NC 28W
2528082808

c
CoastalManagenent
E IRONHENTAL QVA{
April-26, 2017
MEMORANDUM:
TO: Local Permit Officer
Town of Morehead City,
FROM: Gregg Bodnar
Major Permits. Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Morehead City Country Club
ROY CO.O.PER
Governor
MICHAELS.;REGAw� --: —
BRAXTON C. DAVIS
Olrector
Project Location: 2900 Country Club Rd.; along the Newport River, in Morehead City.
Proposed Project: Proposes, improvements and,reconfiguration to the exiWngl8-hole golf course,,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed.golf hole, parking, area' and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate; in-depth comments with supporting data;is
requested:
REPLY: This agency has.no objection to the project.as proposed.
. This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE J a2 1-7
Stateof'North Caronna'I EnvlronmentalQuallty I Coastal Management
Morehead City Office 14OOCominetde Avenue (:.Morehead Qty.NC 28557
2428082808

N co
CoastalManagement
ENVIRONMENTAL gQALIW
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
ROY COOPER
Governor
_ ._.._,-.. ._..._ ._...__ ._ --- MICHAEL S. REGAN--
-._ Seciefarry :—
BRAXTON C. DAVIS
Director
Rachel Love-Adrick
Division of Coastal Management
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: _X1_ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
T i objects to the project for reasons Idescribed in the attached comments.
SIGNED DATE c5I 5 t �Ji
State ofNbrth Carolina I Envlronmentalqualityl Coaataimamgement
MonheadCiry Office.l 400Ct) merce Avenue Morehead Cry•NC 28W
2528082808

ROY COOPER
Gmrnmr
l
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Gregg Bodnar, Major Permits Processing Coordinator
Division of Coastal Management
FROM: Rachel Love-Adrick, District Planner, Q,M
Division of Coastal Management [ .[F1t"
SUBJECT: Major Permit Request by Morehead City Country Club
DATE: May 5, 2017
MICHAEL S. REGAN
secremrr
BRAXTON DAVIS
Director
Consistency Determination: The request is consistent with/not in conflict with the Town of Morehead
City Land Use Plan certified by the CRC on September 28, 2.007.
Overview: The project is located at 2900 County Club Rd., along the Newport River in Morehead City, NC,
Carteret County. Existing development includes an onsite septic system, golf course with a clubhouse,
pool, pool house, parking lot, cart shed and cart paths. Planned development includes a tie in to the MHC
sewer system, re -design of the 18-hole golf course, parking lot, pool, pool house, club house, cart paths,
grading and filling, and new golf holes.
The property is 61.4 acres (2,674,584sf). Upland vegetation consists of lawn grasses, shrubs, and tree.
There is approximately 18 acres of Coastal Wetlands and jurisdictional 404 wetlands along the parcel.
The total shoreline length along the Newport River is approximately 475'.
The Newport River surface water classifications are HQW/SA (High Quality Water/ Market Shellfishing,
Salt Water). The site is a Primary Nursery Area and is open to taking of shellfish. No Submerged Aquatic
Vegetation (SAV) habitat or shellfish beds were observed in the project area. A review of archaeological
resources was not provided.
Anticipated impacts resulting from this project are expected to include: the grade, fill and disruption of a
61.4 acres of high ground. A total of 1.95% of the proposed impervious coverage would be within the 75'
AEC and 5.5%for the entire tract.
Basis for Determination: The project site is in the Town of Morehead City and is subject to the 2007 Town
of Morehead City Core Land Use Plan Update. The Future Land Use Map (FLUM) designates the site as
"Low Density Residential" and "Conservation/Open Space' (due to the sites location in Estuarine Waters
and Coastal Wetland AECs). The land use types are defined as follows:
-"/ Nothing Compares.-�-,,..
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-2808 1252-247-3330 (fax)

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANIUftM +
Page 2 of 2
'The Low Density Residential classification is intended to delineate lands where the predominant land use is low
density detached residences. The residential density within this classification is generally 2 to 2.5 dwelling units
per acre. Minimum lot sizes varyfrom 15,000 to 20,000 square feet unless a larger minimum lot area is
required by the health department for land uses utilizing septic systems. Single-family detached residences are
the predominant types of dwellings within these areas. Manufactured homes on individual lots are also
dwelling types found within this classification. Land uses within Low Density Residential -designated areas are
generally compatible with the R-20, R-15, R-15M, and R-15SM, Single -Family Residential zoning classifications.
Public water service is available on a limited basis throughout the Low Density Residential -classified areas.
Public sewer service is generally not available within this classification. and other infrastructure will be available
to support increases in residential density'.
"The Conservation/Open Space classification is intended to delineate areas where traditional land uses
are not desirable or expected to develop. Land development may, however, include public building and
facilities necessary to support existing land uses within the areas classified as Conservation/Open Space.
Lot coverage is limited to 40% and building heights are limited to 35 feet. Land uses within the
Conservation/Open Space -designated areas are generally compatible with the FP, Floodplain zoning
district. Public water or sewer utilities are not needed to support the types and intensities of land uses in
these areas. Extensions of water and sewer utilities into these areas are not expected or encouraged".
The following LUP policies may be applicable to this request:
4.2.5 Water Quality
Policy 5, pg. 94: Morehead City will ensure that developments locating adjacent to coastal waters make every
effort to mitigate any adverse effects on riverine and estuarine water quality and on primary nursery and fish
habitat areas.
Policy 6, pg. 94: The Town of Morehead City supports retaining existing vegetation, creating buffers, and
limiting impervious surface areas in new commercial developments to assist with managing stormwater runoff.
4.2.6 Areas of Environmental Concern
Policy 1, pg. 94: The Town of Morehead City supports state and federal law regarding land use and development
in AECs.
Policy 2: Morehead City considers coastal wetland areas to be valuable passive recreation areas. These areas
should be protected in their natural state. Only uses which are permitted by 15A NCAC 7H will be allowed.
Policy 5, pg. 94: Morehead City supports the use standards for estuarine and public trust areas as specified in
15A NCAC .0207.
Nothing Compares
State of Nosh Cuolina I Enviroomeotal Qu 1ity I Coastal Management
400 Commerce Avenue I Morehead City, NC 28557
252-808-2908 1252-247-3330 (fu)

Coastal Management
ENVIRONMENTAL QUALITY
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
ROY COOPER
Gownor
___-- MICHAEL S. REGAN+— -
Seaetay -
BRAXTON C. DAVIS
Dmedor
Heidi Cox
Public Water Supply
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
ir A c C or y11) fo Lynn / t�i< % •, di �Jo�r�ic a� C,'�f (d s2V726 -6LVS Xll�
1 This a,ggegqc has no c9mmenSS on tt� proposed rolect.
fide �Ciwn prrx/�� poted� c.sa fer To f�e- eow)�� e��.
This agency approves of the project only i the recommended changes are
co%orated.�See attached. 7 p /
� ll �o �`y c%b l�qs i�"s oil- /auP wP/( 76i pOT feu%
v/d be ca�si4�ere v ub��c orygr/s�� s%jou/ co�77sc
T yis agency bjje to the prolec for reasons describedn the attached comments.
SIGNED DATE 4( 117
qiI 796-7369 RECEIVED
State of North Carolina I Environmental Quality I Coastal Management MAY 10 20i/
Morehead City Office 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808 DCM- MHD CITY

Bodnar, Gregg
From: Bill Forman <[e-mail]>
Sent: Thursday, May 11, 2017 10:46 AM
To: Bodnar, Gregg
Cc: Nick Eatmon; John J. Wade
Subject: RE: Morehead City Country Club, Major CAMA Permit
Attachments: CARTE-2017-023.pdf
Gregg,
Please keep in mind that the immediate objective and the reason for the need for the CAMA permit is to get the golf
course improvements completed. The next phase of improvements will include the clubhouse and associated site
improvements. When the new club house is designed, a minor LAMA permit modification may be required.
Reponses to the questions are as follows:
(1) An Erosion and Sediment Control plan has been approved for the entire project. A copy of the permit approval is
attached. Work on golf course improvements is proceeding at the site in accordance with the approved plan.
(2) There is a 1 inch potable water connection to the Town's system that serves the existing clubhouse. There are two
wells on the property that are
used to charge the golf course irrigation system. A third well may be
required and would be permitted through the Carteret County Health
Department.
(4) The water supply to serve the new clubhouse has been addressed only in concept. The club house building will
require substantial potable water capacity to meet fire sprinkler system requirements. There is a 10 inch waterline in
Country Club Road that can be tapped and extended into the site
to serve the new facilities. Permitting of that waterline extension will
be done through Public Water Supply Section with the Town of Morehead City as the applicant. As far as the Town of
Morehead City is concerned, site plan approval will be required for construction of the clubhouse. Provision of potable
water and sewer service will be negotiated as part of that
process. Permitting of sewer collection and potable water systems will be
through the appropriate agencies of NCDEQ.
Thanks for forwarding these comments. Feel free to continue to forward agency comments. We will respond as quickly
as possible to keep the CAMA permitting process moving.
You help on this project is very much appreciated.
Bill Forman
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
105 N. 10th Street, Suite 4
Morehead City, NC 28557
Phone: [phone]
Fax: [phone]

Mobile: [phone]
Email: [e-mail]
Website: www.arendeliengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.
-----Original Message -----
From: Bodnar, Gregg [mailto:[e-mail]]
Sent: Thursday, May 11, 2017 8:42 AM
To: Bill Forman <[e-mail]>
Subject: RE: Morehead City Country Club, Major CAMA Permit
Morning Mr. Forman,
I just received some comments today concerning the project. I have summarized the comments below.
DEMLR Sediment and Erosion plans must be submitted and approved prior to
any activity on site.
DWR Public Water Supply According to Town they provide potable water
to Club. If there is a separate well supply for potable purposes that well is considered a public well and Public Water
Supply should be contacted for further guidance.
Please let me know if you have a S&E application in the works and if there are any wells for potable use and I will add
that information to the file.
Thanks,
Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 office
[e-mail]
400 Commerce Ave
Morehead City, NC 28557
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

-----Original Message -----
From: Bill Forman [mailto:[e-mail]]
Sent: Wednesday, May 10, 2017 2:35 PM
To: Bodnar, Gregg <[e-mail]>
Subject: RE: Morehead City Country Club, Major CAMA Permit
Mr. Bodnar,
Thank you for your response. We certainly hope that DCM does not use the entire 75 day period for the permit review.
We have made it clear that a permit is needed long before the end of June. WE have asked several times for an express
review and have been turned down because the Corps of
Engineers meet the schedule. This is a simple straight forward small
project.
Bill Forman
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
105 N. 10th Street, Suite 4
Morehead City, NC 28557
Phone: [phone]
Fax: [phone]
Mobile: [phone]
Email: [e-mail]
Website: www.arendellengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.
-----Original Message -----
From: Bodnar, Gregg [mailto:[e-mail]]
Sent: Wednesday, May 10, 2017 9:13 AM
To: [e-mail]
Cc: Styron, Heather M. <[e-mail]>
Subject: RE: Morehead City Country Club, Major CAMA Permit
Morning Mr. Forman,
To date I have not received any comments of concern. I am still waiting on a number of comments though,
including the USACE. The 75 day deadline is 6/25/17, so we still have time left. I will of course contact you if any
comments come in that we may need to discuss.
Please give me a call if I can do anything else,

Gregg
Gregg Bodnar
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
252 808 2808 ext 215 office
Gregg. [e-mail]
400 Commerce Ave
Morehead City, NC 28557
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
-----Original Message -----
From: Styron, Heather M.
Sent: Tuesday, May 09, 2017 1:47 PM
To: Bodnar, Gregg <[e-mail]>
Subject: FW: Morehead City Country Club, Major CAMA Permit
Can you answer his question :-)
-----Original Message -----
From: Bill Forman [mailto:[e-mail]]
Sent: Tuesday„ May 09, 2017 12:12 PM
To: Styron, HeatherM. <[e-mail]>
Cc: Nick Eatmon <[e-mail]>; John J. Wade <[e-mail]>
Subject: Morehead City Country Club, Major CAMA Permit
Heather,
Have you received any agency feedback on the subject permit application?
Is there anything that we need to respond to?
Thanks for your help.
Bill Forman
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
105 N. 10th Street, Suite 4
Morehead City, NC 28557

Phone: [phone]
Fax: [phone]
Mobile: [phone]
'Email: [e-mail]
Website: www.arendellengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you'are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.

I ctlaw,
CodstalManag8ment'
ENVINO,MMENTAL OUAL".
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
_ ROY COOPER
6' rFE I �� Covemor
t-f-v ti..J .LC1 MICHAEL S. REGAN-----_ —
1 APR 2 S 2�1? BRAXTON C. DAVIS
Diiec!or
Y,I�TORIG'rRcSctiV,1Ti01J OF=ICt-
\1 2
F� 13-
J40lt� o ��
Renee Gledhill -Early 5 $
NC Department of Cultural Resources
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Slyron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED q�Lt,�, —� DATE i a
-0 .C-e✓rJcc C:L:=�JH-IL... � (=r�I2ca1
State ofN'o2h Carolina I EnvironmentalQuality lCoastal Management'
MAY, 0 9 ?I117
Morehead City Office 1400Commcrde Avenue I Morehead Oty,NC 28557 '
ZM 8082808

w
Gopstal.Mana�ement
ENVIRONMENT44VA4p'T
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
ROY COOPER
Governor
MICHAE`L S. REGA14
Se
BRAXTON C. DAVIS
Diredor
Dan Sams
Division of Energy, Mineral & Land Resources
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if -the recommended changes are
l y incorporated. See attached. S t�r..,,� r -Vrov r o,.. o...d ex io _ , A
6�1�d 0�; rKJil 10¢� SJbr�. f/,o� o...-O o7Pro: a.c �r;or �u �'��✓ t-y w� St��
This agency objects to the project for reasons described in the lattached comments.
SIGNED DATE p n 2y .15WWA
%DIVED
MAY 1 0 2017
State ofNocth Caron I EnvironmentalgwItty I Coastal Management D C M— M H D C
Mofehead City Of&e. 1 400 Commerce Avenue I Morehead Qty. NC 28557 CITY
252 808 2808

I
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
April 21, 2017
LETTER OF APPROVAL WITH MODIFICATIONS
AND PERFORMANCE RESERVATIONS
Morehead City Country Club, Inc.
Nick Eatmon
Po Box 2400
Morehead City, NC 28557
ROY COOPER
Gowmor
MICHAEL S. REGAN
Senvary
TRACY DAVIS
Drreao,
RE: Project Name: MOREHEAD CITY COUNTRY CLUB GOLF COURSE
MAINTENANCE AND RENOVATIONS
Acres Approved: 42.3
Project ID: CARTE-2017-023
County: Carteret, City: Morehead City
Address: 2900 Country Club Rd.
River Basin:
Stream Classification: High Quality
Submitted By: Mr. John Wade
Date Received by LQS: April 6, 2017
Plan Type: Recreational
Dear Mr. Eatmon:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval
must be posted at the job site. This plan approval shall expire three (3) years following the date
of approval, if no land -disturbing activity has been undertaken, as is required by Title 15A
NCAC 4B .0129.
Please be aware that your project will be covered by the enclosed NPDES Construction
Stormwater General Permit NCG010000. Please become familiar with all the requirements and
conditions of this permit in order to achieve compliance.
Division of Energy, Mineral, and Land Resources
127 Cardinal Dr. Extension Wilmington, NC 28405• Phone: [phone] • FAX: [phone]
Internet: htto:lleodal.ncdenr.oralwetor/
An Equal Opportunily 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Letter of Approval
Nick Eatmon
April 21, 2017
Page 2 of 4
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of
periodic inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute I I3A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances or
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form
if there is any change in the information included on the form. In addition, it would be helpful if
you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated.
Sincerely,
Carol Miller, CPESC
Regional Engineering Associate
Land Quality Section
Enclosures: Certificate of Approval
NPDES Permit
cc: Mr. John J. Wade, 105 North 1 Oth Street, Morehead City, North Carolina 28557

Letter of Approval
Nick Eahnon
April 21, 2017
Page 3 of 4
MODIFTCA'TIONS AND PERFORMANCE RESERVATIONS
Project Name: MOREHEAD CI"fY COUNTRY CLUB GOLF COURSE MAINTENANCE AND
RENOVATIONS
Project ID: CARTE-2017-023
County: Carteret
1. This plan approval shall expire three (3) years following the date of approval, if no land
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on -site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those additional steps
necessary to stop sediment from leaving this site (NCGS 113A-57(3)). Each sediment storage device
must be inspected after each storm event (NCGS 113A-54.1(e)). Maintenance and/or clean out is
necessary anytime the device is at 50% capacity. All sediment storage measures will remain on site and
functional until all grading and final landscaping of the project is complete (15A NCAC 04B .0113).
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the
proposed development unless otherwise noted. The removal of vegetation within any existing ditch or
channel is prohibited unless the ditch or channel is to be regarded with side slopes of 2 horizontal to 1
vertical or less steep (15A NCAC 04B .0124 (d)). Bank slopes may be mowed, but stripping of
vegetation is considered new earth work and is subject to the same erosion control requirements as new
ditches (NCGS 113A-52(6)).
4. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include our agency's Stormwater regulations and the Division of Water Resources' enforcement
requirements within Section 401 of the Clean Water Act, the U.S. Army Corps of Engineers' jurisdiction
of Section 404 of the Clean Water Act, the Division of Coastal Management's CAMA requirements, the
Division of Solid Waste Management's landfill regulations, the Environmental Protection Agency
and/or The U.S. Amry Corps of Engineers jurisdiction of the Clean Water Act, local County or
Municipalities' ordinances, or others that may be required. This approval cannot supersede any other
permit or approval; however, in the case of a Cease and Desist Order from the Corps of Engineers, that
Order would only apply to wetland areas. All highland would still have to be in compliance with the
N.C. Sedimentation Pollution Control Act.
5. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Resources
(DWR), the Corps of Engineers and the Environmental Protection Agency (EPA) respectively. Any
erosion control measures that fall within jurisdictional wetland areas must be approved by the
aforementioned agencies prior to installation. The Land Quality Section must be notified of a relocation
of the measures in question to the transition point between the wetlands and the uplands to assure that
the migration of sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWR, the Corps, or the EPA, it is the responsibility of the developer to inform
N:�.F.w PF � ;2�•t„

Letter of Approval
Nick Eatmon
April 21, 2017
Page 4 of 4
the Land Quality Section regional office so that ail adequate contingency plan can be made to assure
sufficient erosion control remains on site. Failure to do so will be considered a violation of this approval
(NCGS 113A-54.1(b)).
6. Any borrow material brought onto this site must be from a legally operated mine or other
approved source. Any soil waste that leaves this site can be transported to a permitted mine or
separately permitted construction sites without additional permits under NCGS 74-49(7)(d). Disposal at
any other location would have to be included as a permit revision for this approval. .
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed
_42.3_ acres. Exceeding that acreage will be a violation of this permit and would require a revised
plan and additional application fee. Any addition in impervious surface, over that already noted on the
approved plan, would also require a revised plan to verify the appropriateness of the erosion control
measures and stom water retention measures (NCGS 113A-54.1(b))..
8. The construction detail for the proposed silt fence requires reinforcing wire and steel posts a
maximum of eight (8) feet apart. Omission of the reinforcing wire is a construction change that
necessitates more posts for support, i.e., the spacing distance needs to be reduced to no greater than six
(6) feet apart (E&SC Planning & Design Manual 6.63, Rev. 6106).
10. A graveled construction entrance must be located at each point of access and egress available to
construction vehicles during the grading and construction phases of this project. Access and egress from
the project site at a point without a graveled entrance will be considered a violation of this approval.
Routine maintenance of the entrances is critical (113A-54.1(b)).
11. As a condition of the provided NPDES General Stormwater Permit (NCGO10000), groundcover
stabilization must meet specific time frames. Slopes (including cuts, fills, and ditch banks) that are
steeper than 3 horizontal to 1 vertical left exposed will, within seven (7) calendar days after completion
of any phase of grading, be provided with groundcover. Slopes that are 3 horizontal to 1 vertical or
flatter will be provided with groundcover within fourteen (14) calendar days.
12. As a part of routine monitoring of the approved land -disturbing activity, the financially
responsible party shall assure inspections of the area covered by the approved plan after each phase of
the plan has been completed and after establishment of temporary ground cover in accordance with
North Carolina General Statute 113A 54.1(e).
,-, .::.s!:r;.,,

Coastal Management
ENVIRONMENTAL OVAL"
ROY COOPER
ooverwr
- MICHAEL S, REGANr -- -
Sedei-y
BRAXTON C. DAVIS
Director
L .0 • ()5.b 1. O
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Maria Dunn
NC Wildlife Resources Commission
Gregg Bodnar
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
2900 Country CIub'Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
RECEIVED
REPLY: This agency has no objection to the project as proposed. MAY 15 2017
�LThis agency has no comment on the proposed project. ACM- MHO CITY
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED _ �, , 1� DATE
State of North Carolina I Environmental Quality l coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead Oty NC 28557
2528082908

Coastal Management
ENVIRONMENTAL QUALITY
April 26, 2017
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
R€-CEIVED
APR 282017
DOA
STATE PROPERTY
OFFICE
Tim Walton
State Property Office
Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER
Governor
___.. MICHAEl S. REGANr
sew
BRAXTON C. DAVIS
Director
CAMA/DREDGE & FILL Permit Application Review
Morehead City Country Club
2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
✓This agency has no comment on the proposed project.
This agency approves of the project only if ,the recommended changes are
incorporated. See attached.
This agency objec to the project for reasons described in the attached comments.
SIGNED DATE 51/1
State of NorthCarolina I Envhonmental Quality I Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead cty, NC 28557
2528082608
RECEIVED
MAY 15 2017
DCM- MHD CITY

Bodnar, Gregg
From: Styron, Heather M.
Sent: Wednesday, May 17, 2017 8:28 AM
To: Bodnar, Gregg
Subject: FW: MC Country Club
For you O
From: Lewis,Linda
Sent: Monday, May 15, 2017 3:59 PM
To: Styron, Heather M. <[e-mail]>
Cc: Bill Forman ([e-mail]) <[e-mail]>
Subject: MC Country Club
Heather:
We cut it a bit close on signing the CAMA Major comment sheet for this project, which is due
tomorrow. Our admin staff person had a personal emergency and will not be back until Thursday, so I
thought I would email the DEMLR stormwater comments on this project because I don't think the
completed cover sheet will make it to you by tomorrow.
A stormwater permit will be required. It looks like the consultant is already aware of that need, but no
stormwater permit application has been received yet.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis(5ncdencgov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Nothing Compares..,,.
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Bodnar, Gregg
From: Styron, Heather M.
Sent: Tuesday, May 30, 2017 8:28 AM
To: Bodnar, Gregg
Subject: FW: Morehead City Country Club, USACE PCN
FYI
-----Original Message -----
From: Hair, Sarah E CIV CESAW CESAD (US) [mailto:[e-mail]]
Sent: Thursday, May 25, 2017 5:44 PM
To: Styron, Heather M. <[e-mail]>
Subject: RE: Morehead City Country Club, USACE PCN
Hey Girl,
Just to let you know we will be processing the Morehead City Golf Course project under GP 291. We finally got the
information needed to complete the JD on our end, so now I know what they are proposing to impact as far as the
streams and ponds go.
I'll get the notice out tomorrow.
Corps Action ID: SAW-2017-00274
Liz
-----Original Message -----
From: Styron, Heather M. [mailto:[e-mail]]
Sent: Wednesday, April 26, 2017 11:50 AM
To: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: [Non-DoD Source] RE: Morehead City Country Club, USACE PCN
Thanks Liz :-)
-----Original Message -----
From: Hair, Sarah E CIV CESAW CESAD (US) [mailto:[e-mail]]
Sent: Wednesday, April 26, 2017 11:46 AM
To: Styron, Heather M. <[e-mail]>
Subject: RE: Morehead City Country Club, USACE PCN
Hey girl,
I'm guessing because he wants my clock to start or because he doesn't understand the process? I'll be on the lookout for
the major permit app.
Have a good one!
Liz

--Original Message -----
From: Styron, Heather M. [mailto:[e-mail]]
Sent: Wednesday, April 26, 201710:42 AM
To: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: [Non-DoD Source] FW: Morehead City Country Club, USACE PCN
Hey Liz,
I guess this is for you and not sure why he asked me to send. The major permit application will be circulated to everyone
today as well.
Thanks,
Heather
-----Original Message -----
From: Bill Forman [mailto:[e-mail]]
Sent: Thursday, April 20, 2017 5:35 PM
To: Styron, Heather M. <[e-mail]>
Subject: Morehead City Country Club, USACE PCN
Heather,
Please find attached pdf files for the PCN submittal for USACE. Please forward to Liz Hair as soon as possible. H clock
does not start until she receives the CAMA permit documents from DCM.
I will bring paper originals of the submittal to your office on Friday.
Please let me know if there is anything else you need or anything we can do to facilitate review and approval of the
permit.
Bill Forman
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
105 N. 10th Street, Suite 4
Morehead City, NC 28557
Phone: [phone]
Fax: [phone]
Mobile: [phone]
Email: [e-mail]
Website: Blocked Blockedwww.arendellengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.

Bodnar, Gregg
From: Bill Forman <[e-mail]>
Sent: Tuesday, May 30, 2017 11:40 AM
To: Bodnar, Gregg
Subject: FW: [Non-DoD Source] RE: Morehead City Golf Course project
Gregg, please find below Liz Hair Email received this morning. I will keep you in the loop with anything I receive from
the Corps.
Thanks for your help.
Bill Forman
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
**NOTE OUR NEW ADDRESS, SAME BUILDING DIFFERENT ENTRANCE**
1004 Arendell Street
Morehead City, NC 28557
Phone: [phone]
Fax: [phone]
Mobile: [phone]
Email: [e-mail]
Website: www.arendellengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.
-----Original Message -----
From: Hair, Sarah E CIV CESAW CESAD (US) [mailto:[e-mail]]
Sent: Tuesday, May 30, 2017 9:33 AM
To: Bill Forman <[e-mail]>
Cc: John J. Wade <[e-mail]>; Nick Eatmon <[e-mail]>; Styron,
Heather M.
<[e-mail]>
Subject: RE: [Non-DoD Source] RE: Morehead City Golf Course project
Mr. Foreman,
We received the application on May 1. 1 was unable to determine impacts due to lack of a verified Jurisdictional
determination which was not finalized until May 19, based on a lack of a signature block required for Corps signature.
The application was considered completed based upon receipt of the information necessary to complete the JD. Based

on that date, we have 45 days to verify the GP/NWP. That would be July 4 at the latest. This project started out on the
wrong foot based on what I can tell from the file.
That said, I looked at the numbers again, and believe we can process this project under NWP 42 for recreational facilities
or NWP 39 for commercial/institutional facilities. The impact thresholds are the same, I just need to verify which one is
the most appropriate to use. I have about
15 projects ahead of this one. I cannot guarantee permit delivery by mid -June.
Heather: I'll let you know for sure which NWP I end up going with. Not sure if that matters for your process since we
won't be soliciting comments.
I hope everyone had a great holiday weekend.
Please let me know if you have any additional questions.
Liz Hair
Project Manager
USACE-Wilmington District
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
910-251-4049
Sara [e-mail]
-----Original Message -----
From: Bill Forman [mailto:[e-mail]]
Sent: Friday, May 26, 2017 5:49 PM
To: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Cc: John J. Wade <[e-mail]>; Nick Eatmon <[e-mail]>
Subject: [Non-DoD Source] RE: Morehead City Golf Course project
Ms. Hair,
We originally requested this project be permitted by DCM under an express permit. That request was denied because
your office said that they could not process the permit in the 45 day limit. We would have had a CAMA permit by now
or by next week if we had gone the express route. It is absolutely unacceptable that this permitting process is just
beginning at the federal
level. I believe that the application was accepted by DCM on April 11.
This project is up against a grass planting deadline of mid -July. All the earthwork must be completed so that planting
can take place by then so that
the course can reopen in October. The elements that are critical are the
filling of the 13,000 s.f. pond which is covered under the PCN.
Construction of the new #9 green and fairway along the shoreline of the Newport River is also critical. The CAMA permit
is required to complete

that work. We have been working on the assumption that a CAMA permit would
be forthcoming around mid June. The ditch reshaping will have to be
done but that work will be sodded so planting grass is not critical to the ditch reshaping.
This is small insignificant project will no significant impacts. The ponds and drainage ditches that have been claimed as
jurisdictional are all
manmade. There are no impacts to natural areas except grading and a small
portion of the club house building to be located in the AEC. These improvements avoid impacts to coastal and 404
wetlands. We have adopted and followed to the greatest extent possible an avoidance and minimization
strategy for preservation of wetland resources. The violation was settled
a month ago with mitigation, restoration and payment of fines to DCM.
What needs to be done is to find a way to process the PCN for this project under a nationwide permit. That may take
some creativity on our and your part to determine a path through the process that allows the Club to achieve its goals.
If we need to call improvements by different names, permit different improvements under different PCN's, we need to
redefine the process as soon as possible so it can move forward. Waiting 30 to 45 days
from now will not work. We need this PCN approved by mid -June or the
delays will cause significant financial stress on the project.
Your help with this is greatly appreciated. We would be glad to travel to your office and meet with you in an effort to
devise a strategy to move this
project forward.
Bill Forman
ARENDELL ENGINEERS
James W. (Bill) Forman, Jr., P.E.
President
"NOTE OUR NEW ADDRESS, SAME BUILDING DIFFERENT ENTRANCE"
1004 Arendell Street
Morehead City, NC 28557
Phone: [phone]
Fax: [phone]
Mobile: [phone]
Email: [e-mail]
Website: Blockedwww.arendellengineers.com
Confidentiality Notice: This e-mail communication and any attachments may contain confidential and privileged
information for the use of the designated recipients named above. If you are not the intended recipient, you are hereby
notified that you have received this communication in error and that any review, disclosure, dissemination, distribution
or copying of it or its contents is prohibited. If you have received this communication in error, please notify me
immediately by replying to this message and deleting it from your computer. Thank you.
-----Original Message -----
From: Hair, Sarah E CIV CESAW CESAD (US) [mailto:[e-mail]]
Sent: Friday, May 26, 2017 11:46 AM
To: [e-mail]
Cc: Styron, Heather M. <[e-mail]>; Mairs, Robb L <[e-mail]>
Subject: Morehead City Golf Course project

am
I wanted to touch base with you regarding the status of your application and review process for the Morehead City Golf
Course project. It appears there may have been some confusion early on in the process, given the history with the
violation and then just based on file review with the application submittal process. When DCM is involved and applicant
will submit everything to them and then DCM completes a bio report and circulates the application to the agencies for
comment. Once the Corps receives the application, we determine which DA permitting process is most appropriate for
the proposed project. In many cases we utilize our General Permit 291 which is a catch-all and does not have impact
thresholds.
NWP 41 is not appropriate for this project given the amount of open water impacts (nearly 0.4 acres) and impacts to
intermittent channels (1,178 linear feet). NWP 41 is for reshaping drainage ditches, not rebuilding/redesigning golf
courses. The appropriate process for this proposal is the General Permit 291. This involves a 30-day notice to federal
agencies. In this case, I don't anticipate that we will receive a lot of comments and I can ask for an abbreviated notice
period (15 days). I cannot guarantee that comments will be received in exactly that time frame.
I intend to send the notice out today.
The Corps Action ID is: SAW-2017-00274
Also, I spoke with Tom Charles about the JD for this project and understand it was verified/issued last Friday, May 19.
That information is crucial to my review of the project, because without it, I had no idea if the impacts were correct.
If you have any further questions about the process, please let me know.
Sincerely,
Liz
Liz Hair
Project Manager
USACE-Wilmington District
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
910-251-4049
[e-mail]

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-00274 County: Carteret U.S.G.S. Quad: NC -Morehead City
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Nick Eatmon, Morehead City Country Club, Inc.
PO Box 2400,
Morehead City, North Carolina 28557
Agent: Cpec Environmental, Inc.
PO Box 743,
Morehead City, North Carolina 28557
Size (acres) 156.38 Nearest Town Morehead Ciri
Nearest Waterway Newport River River Basin White Oak River
USGS HUC 03020301 Coordinates Latitude: 34.7446498734911
Longitude:-76.7477974095426
Location description: The Morehead City Country Club property is located 2900 Country Club Road, Morehead City, Carteret
County, North Carolina, PIN 637607595186000.
Indicate Which of the Following A
A. Preliminary Determination
Based on preliminary information, there may be waters of the U.S. including wetlands on the above describedproject area.
We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which maybe appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
X There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years frdm the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years. oo CC
X The waters of the U.S. including wetlands have been delineated and surveyed and are accuraalw"JUU)
signed by the Corps Regulatory Official identified below oft 5/19/2017. Unless there is a change in the law or our
Page 1 of 2
MAY 2 5 2017
DCM- MHD CITY

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Thomas Charles at [phone] or
thomas.o.charles(a),usace.a rmv.mil.
C. Basis For Determination: Please see attached Approved Jurisdictional Determination Form.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1 OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by7/19/2017.
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.** Digi ally signed by CBAalE9.1H01MSF.1286947196
CHARLES.THOMAS.P.1288547196 DN;C-US.�US, .,nnn.�w�D, ou=Pp, ou=U90.
Corps Regulatory Official: Data: 2017.05.19 n:41:n -o4•00-
Date: May 19, 2017
Expiration Date: May 19, 2022
The Wilmington District is committed to providing the highest level of support to the publi l�C41)(Qs� tIG�e
continue to do so, please complete our Customer Satisfaction Survey, located online at `lf—
http://regulatorv.usacesurvey.com/.
MAY 2 5 2017
DCM- MHD CITY

ISTRAfIVE O ' . O1S D OCFSS
EQUES
Applicant: File Number: SAW-2017-00274 Date: 5/19/2017
Nick Eatmon, Morehead City Country Club, Inc.
Attached
is:
See Section below
❑
INITIAL PROFFERED PERMIT Standard Permit or Letter of ennission
A —
PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
C
PERMIT DENIAL
D
APPROVED JURISDICTIONAL DETERMINATION
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information maybe found at h!ip //www usace army mil/Missions/CivilWorks/RepulatoryProaramandPennits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
RECEIVED
MAY 2 5 2017
DCM- MHD CITY

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION ii - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR' UESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Thomas Charles
CESAD-PDO
U.S. Arty Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Thomas Charles,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone] RECEIVED
MAY 2 5 2017
DCM- MHD CITY

APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook.
SECTION I: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): 5/19/2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: SAW-2017-00274
C. PROJECT LOCATION AND BACKGROUND INFORMATION: Wetlands Location Survey for Morehead City Country Club,
Township Morehead, County Carteret, City or Town Morehead City ETJ, State North Carolina, PIN 637607595186000 DATE 4-4-2017
Surveyed by LEBJ, Sheet 1 of 7, Scale 1"=400', Drawn by LEBJ, Drawing NO. 17-036, Checked & Closure LEBJ.
State: NC County/parish/borough: Carteret City: Morehead city
Center coordinates of site (lat/long in degree decimal format): Lat. 34.7446498734911 ON, Lono_-76.7477974095426W
Universal Transverse Mercator:
Name of nearest waterbody: Newport River
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Newport River
Name of watershed or Hydrologic Unit Code (HUC): 03020301
Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
Check if other sites (e.g., offsite mitigation sites, disposal sites, etc...) are associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
• Office (Desk) Determination. Date:
Field Determination. Date(s): 3/22/2017
SECTION II: SUMMARY OF FINDINGS
A. BHA SECTION 10 DETERMINATION OF JURISDICTION.
There M "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review
area [Required]
41I.1 Waters subject to the ebb and flow of the tide.
Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Are "waters of the US." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required]
1. Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): 2
® TNWs, including territorial seas
® Wetlands adjacent to TNWs
® Relatively permanent waters' (RPWs) that flow directly or indirectly into TNWs
❑ Non-RPWs that flow directly or indirectly into TNWs
HWetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
❑ Impoundments ofjurisdictional waters p
❑ Isolated (interstate or intrastate) waters, including isolated wetlands RECEIVED
b. Identify (estimate) size of waters of the U.S. in the review area: MAY 2 5 2017
Non -wetland waters: linear feet: width (ft) and/or 3.71 acres.
Wetlands 5.82 acres.
c. Limits (boundaries) of jurisdiction based on: Established by OHWM. DC M- M H D CITY
Elevation of established OHWM (if known):
2. Non -regulated waters/wetlands (check if applicable):'
Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
3 Boxes checked below shall be supported by completing the appropriate sections in Section III below.
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g., typically 3 months).
3 Supporting documentation is presented in Section III.F.

SECTION III: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. If the aquatic resource is a TNW, complete
Section III.A.1 and Section ULD.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section III.D.1.; otherwise, see Section III.B below.
1. TNW
Identify TNW: Newport River
Summarize rationale supporting determination Newport River is subject to the ebb and flow of the Tide
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent': Wetlands are hudrologically connected to ponds & which
is directly abutting the Newport River. See attached map
B. CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (]IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapaoos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section III.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III.D.4.
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. If the JD covers a tributary with adjacent wetlands, complete Section III.B.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section I LC below.
1. Characteristics of non-TNWs that flow directly or indirectly into TNW
(i) General Area Conditions:
Watershed size: Pick List
Drainage area: Pick List
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary flows through Pick List tributaries before entering TNW.
Project waters are Pick List river miles from TNW.
Project waters are Pick List river miles from RPW.
Project waters are Pick List aerial (straight) miles from TNW.
Project waters are Pick List aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWs:
RECEIVED
MAY 2 5 2917
DCM- MHD CITY
4 Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West.
3 Flow route can be described by identifying, e.g., tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW.

Tributary stream order, if known:
(b) General Tributary Character stics (check all that aoolvl:
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain:
❑ Manipulated (than -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: Pick List;
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/%cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks]. Explain:
Presence of run/riffie/pool complexes. Explain:
Tributary geometry: SHOO
Tributary gradient (approximate average slope): %
(c) Bowl
Tributary provides for: Pick List
Estimate average number of flow events in review area/year:
Describe flow regime:
Other information on duration and volume:
Surface flow is: [ ick List. Characteristics:
Subsurface flow: Pick List. Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWMs (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
❑ changes in the character of soil
0
❑ shelving
❑ vegetation matted down, bent, or absent
❑
❑ leaf litter disturbed or washed away
❑❑
❑ sediment deposition
❑ water staining
❑
❑ other (list):
❑ Discontinuous OHWM.' Explain:
RECEIVED
MAY 2 5 2017
the presence of litter and debris
destruction of terrestrial vegetatiDC M- M H D CITY
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of C WA jurisdiction (check all that apply):
Q High Tide Line indicated by: ❑ Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types.
❑ tidal gauges
❑ other (list):
(III) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.).
Explain:
Identify specific pollutants, if known:
cA natural or man-made discontinuity in the OHWM does not necessarily severjurisdiction (e.g., when the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e.g., flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid.

(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
❑ Wetland fringe. Characteristics:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
2. Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(1) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationshio with Non-TNW:
Flow is: 1,. Explain:
Surface flow is: �e...�_f
Characteristics:
Subsurface flow: t . Explain findings:
❑ Dye (or other) test performed:
(c) Wetland Adiacencv Determination with Non-TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW.
Project waters are Pick List aerial (straight) miles from TNW.
Flow is from: kick List.
Estimate approximate location of wetland as within the Pick List floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation typelpercent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any) C
All wetland(s) being considered in the cumulative analysis: Pick List RECEIVED
Approximately ( ) acres in total are being considered in the cumulative analysis.
MAY 2 5 2017
DCM- MHD CITY

For each wetland, specify the following:
Directly abuts? (Y/N) Size (in acres) Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chemical and physical functions being performed:
C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the now
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TNW). Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs7
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
1. Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
2. Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE EC E KAI V E D
THAT APPLY):
1.
2.
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
0 TNWs: linear feet width (it), Or, acres.
® Wetlands adjacent to TNWs: 5.82 acres. �+
RPWs that flow directly or indirectly into TNWs. DC M- M H D CITY
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: Observed to be flowing on multiple site visits. RPWs have large drainage area to support perennial
flow.
❑ Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
MAY 2 5 2017

Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: 0.20
Other non -wetland waters: 3.51 acres.
Identify type(s) of waters: jurisdictional ponds.
3. Non-RPWs'that flow directly or indirectly into TNWs.
LK Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section III.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
Tributary waters: linear feet width (ft).
! Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs.
91 Wetlands directly abut RPW and thus arejurisdictional as adjacent wetlands. IN Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW:
Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary is
seasonal in Section III.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates forjurisdictional wetlands in the review area: acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section III.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
Q Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.'
As a general rule, the impoundment of ajurisdictional tributary remains jurisdictional.
n Demonstrate that impoundment was created from "waters of the U.S.," or
3s Demonstrate that water meets the criteria fat one of the categories presented above (1-6), or
Q Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):ro
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes.
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.RECEIVED
E] which we or could be used for industrial purposes by industries in interstate commerce.
❑ Interstate isolated waters. Explain:
❑ Other factors. Explain: MAY 2 5 2017
DCM- MHD CITY
'See Footnote # 3.
'To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook.
"Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Jurisdiction Following Rapanos.

Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Tributary waters: linear feet width (ft).
�] Other non -wetland waters: acres.
Identify type(s) of waters:
Q. Wetlands: acres.
NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
rl If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manuel and/or appropriate Regional Supplements.
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR).
❑ Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
0 Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
�udgment (check all that apply)
. Non -wetland waters (i.e., rivers, streams): linear feet width (ft).
❑ Lakes/ponds: acres. _
❑ Other non -wetland waters: acres. List type of aquatic resource:
❑ Wetlands:.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
❑ Non -wetland waters (i.e., rivers, streams): linear feet, width (ft).
❑ Lakes/ponds: acres.
❑ Other non -wetland waters: acres. List type of aquatic resource:
❑ Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included
in case file and, where checked
and
requested, appropriately reference sources below):
®
Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: 329/2017
Data sheets prepared/submitted by or on behalf of the applicant/consultant. 329/2017
® Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑
Data sheets prepared by the Corps:
❑
Corps navigable waters' study:
❑
U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
®
U.S. Geological Survey map(s). Cite scale & quad name:
❑
USDA Natural Resources Conservation Service Soil Survey. Citation:
❑
National wetlands inventory map(s). Cite name:
❑
State(L.ocal wetland inventory map(s):
❑
FEMA/FIRM maps:
❑
100-year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929)
RECEIVED
❑
Photographs: El Aerial (Name & Date):
or ❑ Other (Name & Date):
.]
Previous determination(s). File no. and date of response letter:
MAY 2 5 20 17
❑
Applicable/supporting case law:
t]
Applicable/supporting scientific literature:
D1+M11pe �H®c,`ari�
Vmation
®
Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD: Corps Site visit was performed by Tom Charles on 3/222017.

Bodnar, Gregg
From: Mairs, Robb L
Sent: Wednesday, June 07, 2017 4:52 PM
To: Bodnar, Gregg; Hair, Sarah E CIV CESAW CESAD (US)
Subject: RE: [Non-DoD Source] RE: Morehead City Golf Course project
Gregg,
I have issued this permit (DWR #20170528) through our GC 4092. 1 plan to send it out this week.
Thanks,
ME
From: Bodnar, Gregg
Sent: Thursday, June 01, 2017 8:15 AM
To: Mairs, Robb L <[e-mail]>; Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: RE: [Non-DoD Source] RE: Morehead City Golf Course project
Forgot to say let me know when you all have comments completed.
[al
From: Bodnar, Gregg
Sent: Thursday, June 01, 2017 8:14 AM
To: Mairs, Robb L <[e-mail]>; Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Subject: RE: [Non-DoD Source] RE: Morehead City Golf Course project
Hey all,
Restoration is complete and the NOV was closed 4/11/17.
G
From: Mairs, Robb L
Sent: Wednesday, May 31, 2017 6:00 PM
To: Hair, Sarah E CIV CESAW CESAD (US) <[e-mail]>
Cc: Bodnar, Gregg <[e-mail]>
Subject: Re: [Non-DoD Source] RE: Morehead City Golf Course project
Thanks Liz. If the restoration plan is complete in accordance with DCM's NOV to the applicant, we do not
have any issues with this project.
Thanks again the heads up.
99

Coastal Management
ENVIRONMENTAL QUALITY
April 26, 2017
APR 2 8 2017
BY: -------
ME RANDUM:
O: Georgette Scott
/ Division of Energy, Mineral, & Land Resources
17�0M: Gregg Bodnar
Major Permits Processing Coordinator
ROY COOPER
Governor
MICHAEL S. REGAN-- - -
5eaetary ....—
BRAXTON C. DAVIS
Director
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Morehead City Country Club
Project Location: 2900 Country Club Rd., along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing 18-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather Styron,
Permit officer at [phone]. Ext. 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached. (/gm/a 5W ,,rvr tn1
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE S-' I S- ZG< 7
IOas RECEIVED
Stale of North Carotlna I Environmental Quality I Coastal Management JUN 0 2 2017
Morehead City Offlee 1 400 Commerce Avenue I Morehead City, NC 28557
2528082808 DCM- MHD CITY

Water Resources
Environmental Quality
June 12, 2017
Morehead City Country Club, Inc.
Attn: Mr. Nick Eatmon
P.O. Box 2400
Morehead City, NC 28557
Subject Property: Golf Course and Club Facilities Improvements
Approval of401 Water Quality Certification with Additional Conditions
Dear Mr. Eatmon,
ROY COOPER
Gmrrnor
MICHAEL S. REGAN
Serwtury.
S. JAY ZIMMERMAN
Director
DWR Project # 20170528
Carteret County
You have our approval, in accordance with the attached conditions and those listed below, to impact a
cumulative total of 0.475 acres of open water area in order for improvements to an existing golf course
and country club as described in your application received by the N.C. Division of Water Resources
(DWR) on April 28, 2017, After reviewing your application, we have decided that the impacts are
covered by General Water quality Certification Number 4092 (GC4092).
This Certification allows you to use the Nationwide Permit 42 when issued by the U.S. Army Corps of
Engineers. In addition, you should obtain or otherwise comply with any other required federal, state or
local permits before you go ahead with your project including (but not limited to) Erosion and Sediment
Control, Non -discharge, and stormwater regulations. Also, this approval to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application shall expire upon expiration of
the 404 Permit. This Certification can also be found on line at:
http://portal.ncdenr.orR/web wq/swp/ws/401/certsandpermits.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is
sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total fills for this project (now or in the future) exceed
one acre of wetland or 150 linear feet of stream, compensatory mitigation may be required as described
in 15A NCAC 21-1.0506 (h). This approval requires you to follow the conditions listed In the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee.
- " Nothing Compares7,_
State of North Carolina I Environmental Quality
127 Cardinal Drive Extension Wilmington, North Carolina 29405
910-796-7215

MHCCC - Carteret County
DWR Permit # 20170528
June 12, 2017
Page 2 of 4
If the property is sold, the new owner must be given a copy of this approval letter and General
Certification and is responsible for complying with all conditions. Any new owner must notify
the Division and request the Certification be issued in their name (15A NCAC 02H .0501 and
.0502).
2. Any final construction plans for this project must include or reference the application
and plans approved by the Division under this authorization letter and certification. The
applicant will also be required to evaluate all acquired permits to assure that they are
consistent and all relative impacts are accounted for and shown on the construction plans.
115A NCAC 02H .0502 (b) and 15A NCAC 02H .0506 (4)] The applicant shall require his
contractors (and/or agents) to comply with all of the terms of this Certification, and shall
provide each of its contractors (and/or agents) a copy of this Certification.
3. Turbidity Standard
The turbidity standard of 25 NTUs (Nephelometric Turbidity Units) shall not be exceeded as
described in 15 A NCAC 2B .0220. Appropriate sediment and erosion control practices must be
used to meet this standard. Turbidity curtains shall be used as appropriate. Please notify this
Office If any turbidity Issues arise at 910.796.7215
4. This General Certification shall expire on the same day as the expiration date of the
corresponding General Permit. The conditions in effect on the date of issuance of the Certification for a
specific project shall remain in effect for the life of the project, regardless of the expiration of this
Certification.
S. The permittee shall require its contractors and/or agents to comply with the terms of this
permit in the construction and maintenance of this project, and shall provide each of its contractors
and/or agents associated with the construction or maintenance of this project a copy of this
certification. A copy of this certification including all conditions shall be available at the project site
during the construction and maintenance of this project. [15A NCAC 02H .0507 (c) and 15A NCAC 02H
.0506 (b)(2) and (c)(2)]
6. Continuing Compliance:
The applicant/permittee and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with 303(d) of
the Clean Water Act), and any other appropriate requirements of State and Federal law. If the Division
determines that such standards or laws are not being met, including failure to sustain a designated or
achieved use, or that State or Federal law is being violated, or that further conditions are necessary to
assure compliance, than the Division may reevaluate and modify this General Water Quality
Certification. [15A NCAC 02H .0507(d)]
7. All mechanized equipment operated near surface waters or wetlands will be regularly
inspected and maintained to prevent contamination of waters and wetlands from fuels,
lubricants, hydraulic fluids or other potential toxic chemicals. In the event of a hydrocarbon or

MHCCC - Caneret County
DWR Permit # 20170528
June 12, 2017
Page 3 of 4
chemical spill, the permittee/contractor shall immediately contact the Division of Water
Quality, between the hours of 8 am to 5 pm at the Wilmington Regional Office at 910.796.7215
and after hours and on weekends call [phone]. Management of such spills shall comply
with provisions of the North Carolina Oil Pollution and Hazardous Substances Control Act. [15A
NCAC 021-1.0506 (b)(3) and (c)(3),15A NCAC 02B .0200 (3)(f), and GS 143 Article 21A].
8. Fueling, lubrication and general equipment maintenance should not take place within
50 feet of a waterbody or wetlands to prevent contamination by fuel and oils. [35A NCAC 02H
.0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200 (3)(f)].
9. This certification grants permission to the director, an authorized representative of the Director,
or DEQ staff, upon the presentation of proper credentials, to enter the propertyduring normal business
hours 15A NCAC 021-1,0502(e).
10. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequentmodifications, the applicant and/or authorized agent Is required to return a
completed certificate of completion form to the NCDEQ DWR 401 and Buffers Unit North Carolina
Division of Water Resources,1617 Mail Service Center, Raleigh, NC, 27699 within ten days of project
completion. The certification of completion is available at:
http://Portal.ncdenr.ora./web/wp/swp/ws/401/certsandpermits/apply/forms).
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application and as authorized by this Certification shall
expire upon expiration of the 404 or CAMA Permit.
This approval and its conditions are final and binding unless contested.
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1SOB by filing a
written petition for an administrative hearing to the Office of Administrative Hearings (hereby known as
OAH). A petition form may be obtained from the OAH at htto://www.ncoah.com/ or by calling the OAH
Clerk's Office at [phone] for information.
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the OAH. A petition
is considered filed when the original and one (1) copy along with any applicable OAH filing fee is
received in the OAH during normal office hours (Monday through Friday between 8:00 am and 5:00 pm,
excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business days
following the faxed transmission.

MHCCC - Carteret County
DWR Permit # 20170528
June 12, 2017
Page 4 of 4
Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx,
etc):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DEQ:
Sam M. Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 17699-1601
This letter completes the review of the Division of Water Resources under Section 401 of the Clean
Water Act. If you have any questions, please telephone Robb Mairs in the DWR Wilmington Regional
Office at 910.796.7215 or [e-mail].
Sincerely,
- C ',—
Jim son, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDEQ
Enclosures: GC 4092
Liz Hair.- USACE Wilmington Regulatory Field Office -Electronic Copy
DWR 401 & Buffer Permitting Branch file-LF
Bill Foreman — Arendell Engineers- Electronic Copy
WiRO

Corr taot' i�ari1156L .@nt
enVIRCM'IENTA4e30A!-�Ti
April 26, 2017
MEMORANDUM:
®/NCDEH l«lWe
ROY CQ01,15R.
009trav
_. .. — MI`OHAEp S. REGAt��
APR 2 8 2017 ` :. sea r.:~.~
BRAXTI?N C. CFAVIS
War Quality .Regional n reFmr
Operations Section
Wilmington Regional Off ce
TO: Robb Mairs
Division of Water Resources
FROM: Gregg Bodnar
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Morehead City Country Club
Project Location: 2900 Country Club Rd.,.along the Newport River, in Morehead City.
Proposed Project: Proposes improvements and reconfiguration to the existing.l8-hole golf course,
construction of a proposed clubhouse, pool with pool house, site
improvements, proposed golf hole, parking area and cart path improvements.
4 ,
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
May 16, 2017. If you have any questions regarding the proposed project, please contact Heather 8tyron,
Permit officer at [phone]. Ext, 216. When appropriate, in-depth comments with supporting data is
requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project, l4'
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
STONED DATE_ &tm AZ201&
Ake ofNocth Cami1na 1 Envhnrn0rWgpUty. ILoastatManagement
Mc?ehe2daty oa3ce 1400 C& tdWA9edua I Wrichiad City. NC 2A557
252108MA

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY GENERAL CERTIFICATION NO.4092
GENERAL CERTIFICATION FOR PROJECTS ELIGIBLE FOR US ARMY CORPS OF ENGINEERS
• NATIONWIDE PERMIT NUMBER 18 (MINOR DISCHARGES),
• NATIONWIDE PERMIT NUMBER 29 (RESIDENTIAL DEVELOPMENT),
• NATIONWIDE PERMIT NUMBER 39 (COMMERCIALAND INSTITUTIONAL DEVELOPMENTS),
• NATIONWIDE PERMIT NUMBER 40 (AGRICULTURAL ACTIVITIES),
• NATIONWIDE PERMIT NUMBER 41(RESHAPING EXISTING DRAINAGE DITCHES),
• NATIONWIDE PERMIT NUMBER 42 (RECREATIONAL FACILITIES),
• NATIONWIDE PERMIT NUMBER 44 (MINING ACTIVITIES),
a NATIONWIDE PERMIT NUMBER 46 (DISCHARGES IN DITCHES), .
• NATIONWIDE PERMIT NUMBER 51(LAND BASED RENEWABLE ENERGY GENERATION
FACILITIES), AND
• NATIONWIDE PERMIT NUMBER 52 (WATER BASED RENEWABLE ENERGY GENERATION
PILOT PROJECTS).
Water Quality Certification Number 4092 is issued in conformity with the requirements of
Section 401, Public Laws 92-500 and 95-217 of the United States and subject to the North
Carolina Regulations in 15A NCAC 02H .0500 and 15A NCAC 02B .0200 for the discharge of fill
material to surface waters and wetland areas as described in 33 CFR 330 Appendix A (B) (18, 29,
39, 40, 41, 42, 44, 46, 51 and 52) of the US Army Corps of Engineers regulations.
The State of North Carolina certifies that the specified category of activity will not violate
applicable portions of Sections 301, 302, 303, 306 and 307 of the Public Laws 92-500 and 95-217
if conducted in accordance with the conditions hereinafter set forth.
Effective date: March 19, 2017
Signed this day March 3, 2017
By
for S. Jay Zimmerman, P.G.
Director

GC4092
Activities meeting any one (1) of the following thresholds or circumstances require written
ppproVOl for a 401 Water Quality Certification from the Division of Water Resources (DWR):
a) If any of the conditions of this Certification (listed below) cannot be met; or
b) Any impacts to streams from excavation or dredging; or
c) Total temporary and permanent impacts to streams greater than 150 feet; or
d) Any stream relocation or stream restoration; or
e) Total temporary and permanent impacts to wetlands or open waters equal to or greater
than one -tenth (1/10) acre; or
f) Any high density project, as defined in 15A NCAC 02H .1003(2)(a) and by the density
thresholds specified in 15A NCAC 02H .1017, which does not have a stormwater
management plan reviewed and approved under a state stormwater program' or a state -
approved local government stormwater program2. Projects that have vested rights,
exemptions, or grandfathering from state or locally -implemented stormwater programs
and projects that satisfy state or locally -implemented stormwater programs through use
of community in -lieu programs require written approval.; or
g) Any impacts to waters, or to wetlands adjacent to waters, designated as: ORW (including
SAV), HQW (including PNA), SA, WS-I, WS-II, Trout, or North Carolina or National Wild and
Scenic River; or
h) Any impacts to coastal wetlands [15A NCAC 07H .0205), or Unique Wetlands (UWQ [15A
NCAC 02H .0506]; or
i) Any impact associated with a Notice of Violation or an enforcement action for violation(s)
of INC Wetland Rules (15A NCAC 02H .0500), NC Isolated Wetland Rules (15A NCAC 02H
.1300), NC Surface Water or Wetland Standards (15A NCAC 02B .0200), or State
Regulated Riparian Buffer Rules (15A NCAC 02B .0200); or
j) Any impacts to subject water bodies and/or state regulated riparian buffers along subject
water bodies in the Neuse, Tar -Pamlico, or Catawba River Basins or in the Randleman
Lake, Jordan Lake or Goose Creek Watersheds (or any other basin or watershed with
State Regulated Riparian Area Protection Rules [Buffer Rules] in effect at the time of
application) unless:
i) The activities are listed as "EXEMPT" from these rules; or
ii) A Buffer Authorization Certificate is issued by the NC Division of Coastal
Management (DCM); or
iii) A Buffer Authorization Certificate or a Minor Variance is issued by a delegated or
designated local government implementing a state riparian buffer program
pursuant to 143-215.23.
Activities included in this General Certification that do not meet one of the thresholds listed above
do not require written approval.
' e.g. Coastal Counties, HOW, ORW, or state -implemented Phase II NPDES
z e.g. Delegated Phase II NPDES, Water Supply Watershed, Nutrient -Sensitive Waters, or Universal Stormwater
Management Program
Page 2 of 11

GC4092
1. ACTIVITY SPECIFIC CONDITIONS:
1. If this Water Quality Certification is used to access residential, commercial or industrial
building sites, then all parcels owned by the applicant that are part of the single and
complete project authorized by this Certification must be buildable without additional
impacts to streams or wetlands. If required in writing by DWR, the applicant shall provide
evidence that the parcels are buildable without requiring additional impacts to wetlands,
waters, or state regulated riparian buffers. [15A NCAC 02H .0506(b)(4) and (c)(4)]
2. For road construction purposes, this Certification shall only be utilized from natural high
ground to natural high ground. [15A NCAC 02H .0506(b)(2) and (c)(2)]
3. Deed notifications or similar mechanisms shall be placed on all lots with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project
boundaries in order to assure compliance with NC Wetland Rules (15A NCAC 02H .0500), NC
Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian Buffer Rules
(15A NCAC 02B .0200). These mechanisms shall be put in place at the time of recording of
the property or individual parcels, whichever is appropriate. [15A NCAC 02H .0506(b)(4) and
(c)(4)]
4. For the North Carolina Department of Transportation, compliance with the NCDOT's
individual NPDES permit NCS000250 shall serve to satisfy this condition. For all other
projects that disturb one acre or more of land (Including a project that disturbs less than one
acre of land that is part of a larger common plan of development or sale); have permanent
Wetland, stream, or open water impacts; and are. proposing new built -upon area shall comply
with the following requirements: 115A NCAC 02H .0506(b)(5) and (c)(5))
a. Stormwater management shall be provided throughout the entire project area in
accordance with 15A NCAC 02H .1003. For the purposes of 15A NCAC 02H .1003(2)(a),
density thresholds shall be determined in accordance with 15A NCAC 02H .1017.
b. Projects that have vested rights, exemptions, or grandfathering from state or locally -
implemented stormwater programs do not satisfy this condition. Projects that satisfy
state or locally -implemented stormwater programs through use of community in -lieu
programs do not satisfy this condition.
c. Projects that require written authorization from DWR shall submit the following with
their application for review and approval:
1. For projects that have a stormwater management plan (SMP) reviewed under a state
stormwater program' or a state -approved local government stormwater programz
shall submit plans that show the location and approximate size of all proposed
stormwater.measu res;
' e.g. Coastal Counties, HQW, ORW, or state -implemented Phase II NPDES
z e.g. Delegated Phase II NPDES, Water Supply Watershed, Nutrient -Sensitive Waters, or Universal Stormvrater
Management Program
Page 3 of 11

GC4092
ii. All other low density projects not covered above shall submit a completed low
density supplement form with all required items; and
iii. All other high density projects not covered above shall submit a completed SMP,
including all appropriate stormwater control measure (SCM) supplemental forms and
associated items, that complies with the high density development requirements of
15A NCAC 02H .1003.
d. Projects that do not require written approval from DWR shall obtain approval of the SMP,
when required, before any impacts authorized by this Certification occur.
e. SMPs approved by DWR may be phased on a case -by -case basis. 5MPs for each future
phase must be approved before construction of that phase commences. Approved SMPs
may not be modified without prior written authorization from DWR.
II. GENERAL CONDITIONS:
1. When written authorization is required, the plans and specifications for the project are
incorporated into the authorization by reference and are an enforceable part of the
Certification. Any modifications to the project require notification to DWR and may require
an application submittal to DWR with the appropriate fee. [15A NCAC 02H .0501 and .0502]
2. No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the
footprint of the impacts (including temporary impacts) as authorized in the written approval
from DWR; or beyond the thresholds established for use of this Certification without written
authorization. [15A NCAC 02H .0501 and .0502]
No removal of vegetation or other impacts of any kind shall occur to state regulated riparian
buffers beyond the footprint of impacts approved in a Buffer Authorization or Variance or as
listed as an exempt activity in the applicable riparian buffer rules. [15A NCAC 026.0200]
3. In accordance with 15A NCAC 02H .0506(h), compensatory mitigation may be required for
losses of greater than 150 linear feet of streams and/or greater than one (1) acre of
wetlands. Impacts to isolated and other non-404 jurisdictional wetlands shall not be
combined with 404 jurisdictional wetlands for the purpose of determining when impact
thresholds trigger a mitigation requirement. For linear publicly owned and maintained
transportation projects that are not determined to be part of a larger common plan of
development by the US Army Corps of Engineers, compensatory mitigation may be required
for losses of greater than 150 linear feet per stream.
Compensatory stream and/or wetland mitigation shall be proposed and completed in
compliance with G.S. 143-214.11. For applicants proposing to conduct mitigation within a
project site, a complete mitigation proposal developed in accordance with the most recent
guidance issued by the US Army Corps of Engineers Wilmington District shall be submitted
for review and approval with the application for impacts.
Page 4 of 11

GC4O92
4. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2 of Title 15A.
5. When applicable, all, construction activities shall be performed and maintained in full
compliance with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973).
Regardless of applicability of the Sediment and Pollution Control Act, all projects shall
incorporate appropriate Best Management Practices for the control of sediment and erosion
so that no violations of state water,quality standards, statutes, or rules occur. [15A NCAC
021-1.0506 (b)(3) and (c)(3) and 15A NCAC 02B .0200)
Design, installation, operation, and maintenance of all sediment and erosion control
measures shall be equal to or exceed the requirements specified in the most recent version
of the North Carolina Sediment and Erosion Control Manual, or for linear transportation
projects, the NCOOT Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil).
sites, including contractor -owned or leased borrow pits associated with the project.
Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act
and the Mining Act of 1971.
If the project occurs in waters or watersheds classified as Primary Nursery Areas (PNAs), SA,
WS-I, WS-II, High Quality Waters (HQW), or Outstanding Resource Waters (ORW), then the
sedimentation and erosion control designs shall comply with the requirements set forth in
15A NCAC 04B .0124, Design Standards in Sensitive Watersheds.
6. Sediment and erosion control measures shall not be placed in wetlands or waters except
within the footprint of temporary or permanent impacts authorized under this Certification.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0501 and .0502]
7. Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands. Exceptions to this condition require application to
and written approval from DWR. [15A NCAC 02B .0201]
Page 5 of 11

GC4092
8. An NPDES Construction Stormwater Permit (NCG010000) is required for construction
projects that disturb one (1) or more acres of land. The NCGO10000 Permit allows
stormwater to be discharged during land disturbing construction activities as stipulated in
the conditions of the permit. If the project is covered by this permit, full compliance with
permit conditions including the erosion & sedimentation control plan, inspections and
maintenance, self -monitoring, record keeping and reporting requirements is required. [15A
NCAC 02H .0506(h)(5) and (c)(5)]
The North Carolina Department of Transportation (NCDOT) shall be required to be in full
compliance with the conditions related to construction activities within the most recent
version of their individual NPDES (NCS000250) stormwater permit. [15A NCAC 02H
.0506(b)(5) and (c)(5)]
9. All work in or adjacent to streams shall be conducted so that the flowing stream does not
come in contact with the disturbed area. Approved best management practices from the
most current version' of the NC Sediment and Erosion Control Manual, or the NC DOT
Construction and Maintenance Activities Manual, such as sandbags, rock berms, cofferdams,
and other diversion structures shall be used to minimize excavation in flowing water.
Exceptions to this condition require application to and written approval from DWR. [15A
NCAC 02H .0506(b)(3) and (c)(3)]
10. If activities must occur during periods of high biological activity (e.g. sea turtle nesting, fish
spawning, or bird nesting), then biological monitoring may be required at the request of
other state or federal agencies and coordinated with these activities. [15A NCAC 02H
.0506(b)(2) and 15A NCAC 04B .0125]
All moratoriums on construction activities established by the NC Wildlife Resources
Commission (WRC), US Fish and Wildlife Service (USFWS), NC Division of Marine Fisheries
(DMF), or National Marine Fisheries Service (NMFS) shall be implemented. Exceptions to this
condition require written approval by the resource agency responsible for the given
moratorium. A copy of the approval from the resource agency shall be forwarded to DWR.
Work within a designated trout watershed of North Carolina (as identified by the Wilmington
District of the US Army Corps of Engineers), or identified state or federal endangered or
threatened species habitat, shall be coordinated with the appropriate WRC, USFWS, NMFS,
and/or DMF personnel.
11. Culverts shall be designed and installed in such a manner that the original stream profiles are
not altered and allow for aquatic life movement during low flows. The dimension, pattern,
and profile of the stream above and below a pipe or culvert shall not be modified by
widening the stream channel or by reducing the depth of the stream in connection with the
construction activity. The width, height, and gradient of a proposed culvert shall be such as
to pass the. average historical low flow and spring flow without adversely altering flow
velocity. [15A NCAC 02H .0506(b)(2) and (c)(2)]
Page 6 of 11

GC4092
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low
flow passage of water and aquatic life.
If multiple pipes or barrels are required, they shall be designed to mimic the existing. stream
cross section as closely as possible including pipes or barrels at flood plain elevation and/or
sills where appropriate. Widening the stream channel shall be avoided.
When to constraints indicate culvert slopes of greater than 5%, culvert burial is not
required, provided that all alternative options for flattening the slope have been investigated
and aquatic life movement/connectivity has been provided when possible (e.g. rock ladders,
cross vanes, etc.). Notification, including supporting documentation to include a location
map of the culvert, culvert profile drawings, and slope calculations, shall be provided to DWR
60 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required provided that
there is sufficient documentation of the presence of bedrock. Notification, including
supporting documentation such as, a location map of the culvert, geotechnical reports,
photographs, etc. shall be provided to DWR a minimum of 60 calendar days prior to the
installation of the culvert. If bedrock is discovered during construction, then DWR shall be
notified by phone or email within 24 hours of discovery.
If other site -specific topographic constraints preclude the ability to bury the culverts as
described above and/or it can be demonstrated that burying the culvert would result in
destabilization of the channel, then exceptions to this condition require application to and
written approval from DWR.
Installation of culverts in wetlands shall ensure continuity of water movement and be
designed to adequately accommodate high water or flood conditions. When roadways,
causeways, or other fill projects are constructed across FEMA-designated floodways or
wetlands, openings such as culverts or bridges shall be provided to maintain the natural
hydrology of the system as well as prevent constriction of the floodway that may result in
destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization
techniques shall be used where practicable instead of rip -rap or other bank hardening
methods.
12. Bridge deck drains shall not discharge directly into the stream. Stormwater shall be directed
across the bridge and pre-treated through site -appropriate means to the maximum extent
practicable (e.g. grassed swales, pre -formed scour holes, vegetated buffers, etc.) before
entering the stream. -Exceptions to this condition require application to and written approval
from DWR. [15A NCAC 02H .0506(b)(5)]
Page 7 of 11

GC4092
13. Application of fertilizer to establish planted/seeded vegetation within disturbed riparian
areas and/or wetlands shall be conducted at agronomic rates and shall comply with all other
Federal, State and Local regulations. Fertilizer application shall be accomplished in a manner
that minimizes the risk of contact between the fertilizer and surface waters. [15A NCAC 02B
.0200 and 15A NCAC 02B .0231]
14. If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state. [15A
NCAC 02B .0200]
15. All proposed and approved temporary fill and culverts shall be removed and the impacted
area shall be returned to natural conditions within 60 calendar days after the temporary
impact is no longer necessary. The impacted areas shall be restored to original grade,
including each stream's original cross sectional dimensions, planform pattern, and
longitudinal bed profile. For projects that receive written approval, no temporary impacts are
allowed beyond those included in the application and authorization. All temporarily
impacted sites shall be restored and stabilized with native vegetation. [15A NCAC 02H
.0506(b)(2) and (c)(2)]
16. All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion
Control Planning and Design Manual or the North Carolina Surface Mining Manual or the
North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during
use of this Certification. [15A NCAC 02H .0506(b)(2) and (c)(2)]
17. Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall be placed such that the original stream elevation and
streambank contours are restored and maintained. Placement of rip -rap or other approved
materials shall not result in de -stabilization of the stream bed or banks upstream or
downstream of the area or in a manner that precludes aquatic life passage. 115A NCAC 02H
.0506(b)(2)1
18. Any rip -rap used for stream or shoreline stabilizatiori shall be of a size and density to prevent
movement by wave, current action, or stream flows and shall consist of clean rock or
masonry material free of debris or toxic pollutants. Rip -rap shall not be installed in the
streambed except in specific areas required for velocity control and to ensure structural
integrity of bank stabilization measures. [15A NCAC 02H .0506(b)(2)]
19. Applications for rip -rap groins proposed in accordance with 15A NCAC 07H .1401 (NC
Division of Coastal Management General Permit for construction of Wooden and Rip -rap
Groins in Estuarine and Public Trust Waters) shall meet all the specific conditions for design
and construction specified in 15A NCAC 07H .1405.
Page 8 of 11

GC4O92
20. All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids,
or other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication and
general equipment maintenance shall not take place within 50 feet of a waterbody or
wetlands to prevent contamination by fuels and oils. [15A NCAC 02H .0506(b)(3) and (c)(3)
and 15A NCAC 02B .0211 (12)]
21. Heavy equipment working in wetlands shall be placed on mats or other measures shall be
taken to minimize soil disturbance. [15A NCAC 02H .0506(b)(3) and (c)(3)]
22. In accordance with 143-215.85(b), the applicant shall report any petroleum spill of 25 gallons
or more; any spill regardless of amount that causes. a sheen on surface waters; any
petroleum spill regardless of amount occurring within .100 feet of surface waters; and any
petroleum spill less than 25 gallons that cannot be cleaned up within 24 hours.
23. If an environmental document is required under the State Environmental Policy Act (SEPA),
then this General Certification is not valid until a Finding of No Significant Impact (FONSI) or
Record of Decision (ROD) is issued by the State Clearinghouse. If an environmental document
is required under the National Environmental Policy Act (NEPA), then this General
Certification is not valid until a Categorical Exclusion, the Final Environmental Assessment, or
Final Environmental Impact Statement is published by the lead agency 115A NCAC O1C
.0107(a)]
24. This General Certification does not relieve the applicant of the responsibility to obtain all
other required Federal, State, or Local approvals before proceeding with the project,
including those required by, but not limited to Sediment and Erosion Control, Non -Discharge,
Water Supply Watershed, and Trout Buffer regulations.
25. The applicant and their authorized agents shall conduct all activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance
with §303(d) of the Clean Water Act), and any other appropriate requirements of State and
Federal Law. If DWR determines that such standards or laws are not being met, including
failure to sustain a designated or achieved use, or that State or Federal law is being violated,
or that further conditions are necessary to assure compliance, then DWR may revoke or
modify a written authorization associated with this General Water Quality Certification. [15A
NCAC 02H .0507(d)]
26. When written authorization is required for use of this Certification, upon completion of all
permitted impacts included within the approval and any subsequent modifications, the
applicant shall be required to return a certificate of completion (available on the DWR
webslte https://edocs.deg.nc.goy/Forms/Certificate-of-Completion). [15A NCAC 02H
.0502(f)]
Page 9 of 11

GC4092
27. Additional site -specific conditions, including monitoring and/or modeling. requirements, may
be added to the written approval letter for projects proposed under this Water Quality
Certification in order to ensure compliance with all applicable water quality and effluent
standards. [15A NCAC 02H .0507(c)]
28. If the property or project is sold or transferred, the new Permittee shall be given a copy of
this Certification (and written authorization if applicable) and is responsible for complying
with all conditions. [15A NCAC 02H .0501 and .0502]
GENERAL CERTIFICATION ADMINISTRATION:
1. In accordance with North Carolina General Statute 143-215.3D(e), written approval for a 401
Water Quality General Certification must include the appropriate fee. An applicant for a
CAMA permit under Article 7 of Chapter 113A of the General Statutes for which a Water
Quality Certification is required shall only make one paymentto satisfy both agencies; the fee
shall be as established by the Secretary in accordance with 143-215.3D(e)(7).
2. This Certification neither grants nor affirms any property right, license, or privilege in any
waters, or any right of use in any waters. This Certification does not authorize any person to
interfere with the riparian rights, littoral rights, or water use rights of any other person and
this Certification does not create any prescriptive right or any right of priority regarding any
usage of water. This Certification shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive, user is deemed by virtue of this Certification to possess any prescriptive or
other right of priority with respect to any other consumptive user regardless of the quantity
of the withdrawal or the date on which the withdrawal was initiated or expanded.
3. This Certification grants permission to the Director, an authorized representative of the
Director, or DWR staff, upon the presentation of proper credentials, to enter the property
during normal business hours. [15A NCAC 02H .0502(e)]
4. This General Certification shall expire on the same day as the expiration date of the
corresponding Nationwide Permit and/or Regional General Permit. The conditions in effect
on the date of issuance of Certification for a specific project shall remain in effect for the life
of the project, regardless of the expiration date of this Certification. This General
Certification is rescinded when the US Army Corps of Engineers reauthorizes any of the
corresponding Nationwide Permits and/or Regional General Permits or when deemed
appropriate by the Director of the Division of Water Resources.
5. Non-compliance with or violation of the conditions herein set forth by a specific project may
result in revocation of this General Certification for the project and may also result in
criminal and/or civil penalties.
Page 10 of it

GC4092
6. The Director of the North Carolina Division of Water Resources may require submission of a
formal application for Individual Certification for any -project in this category of activity if it is
'determined that the project is likely to have a significant adverse effect upon water quality,
including state or federally listed endangered or threatened aquatic species, or degrade the
waters so that existing uses of the water or downstream waters are precluded.
Public hearings may be held prior to a Certification decision if deemed in the public's best
interest by the Director of the North Carolina Division of Water Resources.
History Note: Water Quality Certification (WQQ Number 4092 issued March 3, 2017 replaces
WQC 3890 issued March 19, 2012 replaces WQC Number 3821 issued April 6, 2010; WQC
Number3631 issued March 19, 2007; WQC3402 issued March, 2003, WQCNumber3361, issued
March 18, 2002, WQC 3287, issued June 1, 2000,•, WQCs 3106 and 3108 issued February 11,
1997
Page 11 of 11

1;
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-00274 County: Carteret U.S.G.S. Quad: NC -CORE CREEK
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee:
Morehead City Country Club, Inc.
Mr. Nick Eatmon, Manager
Address:
2900 Country Club Road
Morehead City, NC 28557
Telephone Number:
252-726-4917
Size (acres)
—156 acres
Nearest Waterway
Newport River
USGS HUC
03020301
Nearest Town Morehead City
River Basin Onslow Bav
Coordinates Latitude: 34.7446498734911
Longitude:-76.7477974095426
Location description: The project site is located at the existing Morehead City Country Club Golf Course, adjacent to the
Newport River, at 2900 Country Club Road, in Morehead City, Carteret County, North Carolina.
Description of projects area and activity: This verification authorizes impacts to waters of the U.S. in association with a golf
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Sections 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 42
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated May 1, 2017. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact Sarah Hair at [phone] or Sarah.E.Hair(a-),USace.army.mil.
Corps Regulatory Official: r a Date: June 9, 2017
Expiration Date of Verification: N4Wreh 18, 2022

Determination of Jurisdiction:
A. ❑ There are waters, including wetlands, on the above described project area that maybe subject to Section 404 of the Clean
Water Act (CWA) (33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part
331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further
instruction. Please note, if work is authorized by either a general or nationwide permit, and you wish to request an appeal of an
approved JD, the appeal must be received by the Corps and the appeal process concluded prior to the commencement of any work
in waters of the United States and prior to any work that could alter the hydrology of waters of the United States.
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA) (33 USC §
1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to
exceed five years from the date of this notification.
C. ❑ There are waters, including wetlands, within the above described project area that are subject to the permit requirements of
Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ® The jurisdictional areas within the above described project area have been identified under a previous action. Please
reference jurisdictional determination issued May 19, 2017. Action ID: SAW-2017-00274.
Basis For Determination: see JD issued on May 19, 2017
Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Actjurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdiction determinations as indicated in B and
C above).
This correspondence constitutes an approved jurisdiction determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by July 19, 2017.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**

Corps Regulatory Official: Z-14 yra4;1
St0h Hair
Date of JD: May 19, 2017
Expiration Date of JD: May 19, 2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
littp://corosmapu.usace.army.mil/cm apex/f?n=136:4:0.
Electronic Copy furnished:
Mr. Bill Foreman, Arendell Engineers
Ms. Heather Styron, NC DEQ-DCM
Mr. Robb Mairs, NC DEQ-DWR

Action ID Number: SAW-2017-00274 County: Carteret
Permittee: Morehead City Country Club; Mr. Nick Eatmon, Manager
Project Name: Morehead City CC - Golf Course Improvement
Date Verification Issued: June 9, 2017
Project Manager: Sarah Hair
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Sarah Hair
69 Darlington Avenue
Wilmington, North Carolina 28403
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Morehead City Country Club c/o Arendell Engineers
2. LOCATION OF PROJECT SITE: 2900 Country Club Road along Newport river, in
Morehead City, Carteret County.
Photo Index - 2006: 43-6326 grids G-S (1-16)
Longitude: 34°44'44.09 Latitude: 76°45'05.69
INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit —4/4/17
Was Applicant Present —No
Photos Taken — yes
5. PROCESSING PROCEDURE: Application Received:
Officially Submitted: 3/22/17
Complete — 4/11/17
Office - MHC
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Morehead City- Certified 9/28/2007
Land Classification from LUP — Low Density Residential/Conservation
(B) AEC(s) Involved: ES, CW
(C) Water Dependent: No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Onsite Septic System
Planned — Tie into MHC sewer
(F) Type of Structures: Existing — Golf Course with clubhouse, pool, pool house,
parking lot, cart shed and cart paths
Planned -re -design of existing 18-hole golf course, parking
lot, pool, pool house, clubhouse, cart paths, grading and
filling, new golf holes
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) High Ground
N/A
2,674,584sf
N/A
(61.4 acres)
(D) Total Area Disturbed 2,674,584ft2
(E) Primary Nursery Area: Yes
(F) Water Classification: HQW/SA Open: Yes
Project Summary:
The proposed project is for improvements and reconfiguration to the existing 18-hole golf
course, construction of a proposed clubhouse, pool with pool house, site improvements,
proposed golf hole, parking area and cart path improvements adjacent to the Newport
River.

Field Investigation Report
MHCCC
2900 Country Club Road
Page 2 of 5
9. Narrative Description:
The MHCCC project is located at 2900 Country Club Road within Morehead City,
Carteret County. The site is found by following Highway 70 East (Arendell St.) to the
Bridges St. Ext. Turn left off Bridges St Ext. and follow to Country Club Road (on left
around West Carteret High School Area) Follow Country Club Road for approximately 3
miles and turn left into the club entrance
The residential property is 61.4 acres (2,674,584sf) in its entirety and 4'-18" above nhw.
Newport River runs along the north side of the property. The upland vegetation mainly
consists of lawn grasses, shrubs, trees and there is approximately 18 acres of coastal wetlands
and jurisdictional 404 wetlands along this parcel. The total shoreline length along Newport
River is approximately 475'. The waters of Newport River have approximately 1.5' to 2.5'
lunar tidal amplitude.
The Division of Water Resources classifies this area as HQW/SA Waters. This area of
Newport River is designated as a Primary Nursery Area and is open to the taking of shellfish.
The Town of Morehead City Land Use Plan classifies this area as Low Density Residential
with Conservation within the AECs. There is a 20' wide canal like tributary of Newport River
that runs along the wetland edge of the property.
A complaint about unauthorized development within the coastal wetlands, estuarine shoreline
and non -coastal wetlands (404) was received by the MHCDCM office via email from the
USACOE and NCDWR representatives on 3/22/17. After an investigation by DCM staff was
conducted, it was determined that CAMA a violation had occurred and a Notice of Violation
and Restoration Order was issued on 3/23/17. The restoration was completed and the penalty
was paid on 4/10/17. The case was closed on 4/11/17.
10) Proposed Development:
The Morehead City Country Club is a private 18-hole facility that was originally developed
in the 1950's without improvements to the course. The applicants are proposing
improvements and changes to the golf course. There are several existing structures along
this parcel which include the clubhouse, maintenance shed, cart bam, cart paths, restrooms,
pool, pool house and picnic pavilion.
Per the applicant, only a portion of the new clubhouse facility and pool would be within
the 75' AEC. The total amount of impervious within the 75' AEC is 1.95% with a total of
5.50% percent new impervious on the entire tract. The club intends on being annexed by
Morehead City which would allow them to connect to Morehead's existing sewer service.
All the proposed improvements would be implemented in phases. A detailed list of
improvements would be as follows:
Phase 1- Golf course and pool improvements

Field Investigation Report
MHCCC
2900 Country Club Road
Page 3 of 5
1. Relocation of hole 41 with construction of a fairway, timbering,
conversion of ditches to wide shallow swales and expanding the
existing 6,800 sf pond adjacent to the proposed #1 green to 22,500 sf of
surface area.
2. The expansion of the existing 76,000 sf pond near existing # 5
(proposed #2) green to 83,000 sf.
Lengthening existing hole #3 (proposed # 5) with a new fairway and a
proposed green.
4. Expansion of the existing #4 (proposed # 6) by expanding the proposed
#6 by clearing trees as well as expanding the existing 11,5000sf pond
to 18,700sf. The existing 8' wide cart path would be relocated to the
east along the edge of the new tree line.
Relocation of hole #8 (prop. # 7) fairway. The fairway would be moved
to the south closer to the highway which would require tree removal
and mounding along the road for privacy and safety. The existing
13,000 sf pond between the new driving range and the proposed #7
fairway would be filled and the 8"wide cart path would be relocated
to the south.
6. A new driving range fairway would be graded and turfed between the
new # 1 and new # 7 fairways, including practice tee boxes at both ends
and construction of a new practice green.
A proposed pool would be constructed adjacent to the existing
clubhouse. The pool and concrete deck would have an area of
approximately 24,100 sf. Once the pool is completed, the old pool
would be demolished and removed.
8. Existing hole # 9 would be moved to the northeast and the tee boxes
would be relocated to the west side of the entrance road. There would
be a proposed 19,500 sf pond constructed, as well as a new green and
the relocation of the existing cart path.
There would be a new # 9 hole constructed parallel to the Newport
River waterfront over the existing pool site with earthen fill extending
within the AEC. No impervious surfaces would be constructed in the
AEC.
10. Proposed hole # 11 (old #12) would be reconfigured by expanding the
fairway, partial relocation of the 8' wide cart path and expanding the
pond from 54,700 sf to 63,500sf.

Field Investigation Report
MHCCC
2900 Country Club Road
Page 4 of 5
11. The existing pond at existing hole # 14 (proposed # 13) would be re-
oriented from the existing alignment with the size of the proposed pond
approximately the size of the existing pond.
12. A proposed reconfigured hole (#16) would be constructed on the east side
of the wetlands that run through the center of site. The 8' wide cart path
would be extended to the proposed green area. All slopes would avoid
impacts to the non -coastal (404) wetlands.
13. Portions of the low elevation of the fairway within existing hole #16
(proposed #15) would be filled, graded and turfed to help improve
drainage. The existing 6,100 sf non jurisdictional pond would be filled and
incorporated into the fairway. Impacts to 404 wetlands would be avoided.
14..67 acres of uplands would be excavated between the existing hole # 17 tee
complex and the existing # 18 fairway.
15. The final portion of phase 1 would be the improvement of hole # 18. This
would include tree removal along the western property line, filling low-
lying areas, constructing a proposed fairway and green on the point of the
creek and relocating cart paths to the proposed fairway area. The existing
bridge crossing the wetlands would remain in use.
Phase 2- Clubhouse, Parking and Utility Improvements
16. A proposed clubhouse would be constructed in the area between # 9 and #
18 greens. A portion (2, 186 sf) of the building would extend within the
75' AEC. The proposed building plans have not been finalized as of this
date but the footprint would be 15,000 sf or less.
17. The club house improvements would include a proposed 160 space
parking lot and the re -configuration of the existing 40 space parking lot.
18: The final portion of phase 2 would be construction of potable water
system, and a pump station for the connection to the Morehead City sewer
system. The plans for the sewer system connection have not been finalized
at this time.
11. Anticipated Impacts:
The unauthorized mechanical land clearing, grading and filling which occurred prior to the
applicant's application altered 1,500 sf of costal and non -coastal (404) wetland substrate.

Field Investigation Report
MHCCC
2900 Country Club Road
Page 5 of 5
DCM requested restoration of the impacted wetlands to its predevelopment elevation. The
restoration was completed on 4/10/17. The proposed work would grade, fill and disturb a
total of 61.4 acres of high ground. A total of 1.95% of proposed impervious coverage
would be within the 75' AEC and 5.50% for the entire tract.
Name: Heather M. Styron Date: 4/24/17 Office: Morehead City

'This is a word processing form to be completed in Microsoft Word'
NC Division of Coastal Management
Major Permit Application Computer Sheet
(1 V01l2012)
Applicant: MHC Country Club
Date: 4121117
Project Site County Carteret
Staff., HMS
District: ❑Elizabeth City ❑Washington
®Morehead City El Wilmington
Project Name: Country Club renovation
Rover File: N/A
Date of initial application submittal (EX_1/82007).' 322/17
Date application 'received as complete"in the Field office (EX: 1/82007): 4110116 due to violation in process
Permit Authorization: ®CAMA ❑Dredge & Fill ❑Both
SITE DESCRIPTION/PERMIT INFORMATION
PNA: ❑Yes ®No
Photos Taken: Yes N No❑
Setback Required (riparian): ❑Yes ®No
Critical Habitat: []Yes ®No ❑Not Sure
15 foot waiver obtained: ❑Yes ®No
Hazard Notification Returned:
❑Yes ®No
SAV: ❑Yes ❑No ❑Not Sure
Shell Bottom: ❑Yes ®No ❑ Not Sure
Temporary Impacts: ❑Yes ❑No
Sandbags: ❑Yes ®No ❑ Not Sum
Did the land use classification come from
county LUP:❑Yes ®No
Mitigation Required (optional):
❑Yes ®No
Moratorium Conditions: ❑ Yes ®No
❑NA
Environmental Assessment Done:
[]Yes ®No ❑NA
SECONDARY WATER CLASSIFICATION— OPTIONAL (choose MAX of 4)
❑ Future Water Supply (FWS) ❑ Nutrient Sensitive Waters (NSW) ❑ Swamp Waters (SW)
�® High Quality Waters (HQW) ❑ Outstanding Resource Waters (ORW)
WETLANDS IMPACTED
❑ (404) Corp. of Engineers (Jurisdictional
❑ (LS) Sea lavender (Limonium sp.)
❑ (SS) Glasswort (Salicomia sp.)
wetlands)
❑ (CJ) Saw grass (Cladium jamaicense)
❑ (SA) Salt marsh cordgrass (Spartina
❑ (SY) Salt reed grass (Spartina
altemiflora)
cynosuroides)
❑ (DS) Salt or spike grass (Disfichlis
❑ (SC) Bullrush or three square (Schpus
❑ (M Cattail (Typha sp.)
spicata)
sp.)
❑ (JR) Black needlerush (Juncus
❑ (SP) Salt/meadow grass (Spartina
roemerianus)
patens)
APPLICATION FEE
❑ No fee required - $0.00
❑ 111(A) Private w/D&F up to 1 acre; 3490
® III(D) Priv. public or comet w/D&F to 1
can be applied - $250
acre; 3490 can't be applied - $400
❑ Minor Modification to a CAMA Major
❑ Major Modification to a CAMA Major
❑ IV Any development involving D&F of
permit - $100
permit - $250
more than I acre - $475
❑ Permit Transfer- $100
❑ III(B) Public or commercial w/D&F to 1
❑ Express Permit - $2000
acre; 3490 can be applied - $400
❑ Major development extension request -
❑ 11. Public or commercial/no dredge
$100
and/or fill - $400
❑ 1. Private no dredge and/or fill - $250
❑ II/(C) Priv. public or comm wID&F to 1
acre; 3490 can be applied; DCM needs
DWQ agreement - $400
252-808.2808 :: 1-888-0RCOAST :: www.nccoastalmanagement.net revised: 02MSIIO

NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3)
Appliwanh J%NHCCC
Date: 4121117
Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of
measurement found in your Activities code sheet.
TYPE
REPLACE
Activity Name
Number
Choose
Choose
Dimension 1
Dimension 2
Dimension 3
Dimension 4
One
One
High ground
New work ®
Replace
61.4 acres
Maint ❑
❑ Y ® N
total
New Work El
Replace
Maint ❑
❑ Y ❑ N
New Work❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work❑
Replace
Maint ❑
❑ Y ❑ N
New Work❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work El
Replace
Maint ❑
❑ Y [IN
New Work❑
Replace
Maint ❑
❑ Y [IN
New Work❑
Replace
Maint ❑
❑ Y ❑ N
New Work ❑
Replace
Maint ❑
❑ Y ❑ N
New Work❑
Replace
Maint ❑
-❑ Y ❑ N
New Work❑
Replace
Maint ❑
❑ Y ❑ N
New Work❑
Replace
Maint ❑
❑ Y [IN
New Work ❑
Replace
Maint ❑
❑ Y [IN
revised 0211 SM0

NC, -Division of Coastal Mgt. Application Computer Sheet, Page 3 of 3)
Applicant MHCCC
Date: 4121117
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
High Ground
Dredge ❑ Fill ® Both ❑ Other ®
2,674,584sf
(61.4 acres
total)
2,674,584sf
(61.4 acres
total)
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
252-808-2808 :: 1.888-4RCOAST :: w .nccoastalmanaaement.net revised: 02/15/10
f i

FIRST -CI YENS BANK & TRUft b* a
FU ADVANCE'DEED pF iItUB_
Z. Hor 150., Sehgfor[r N,.0 �28536s.
:cep byt Stanley 6 Simpson,
p7
STATE OF NORTH CAROLINA.
COUNTY OF CMERET '..
86
THIS INDENTURE, made the .26 day of Na"-x 19 , by and between
'
Morehead City Country C , Inca. - - `' Carteret County,
r, -M P Sharron, Jr .
NorthCarolina,heeeinaftercelled"T whetlieroneormore; hereinafter
.
called "Trustee." whether one or mory FIR TCIT•IZHNS BAN& A TRUST COItIP. , RNor(h Carolna booking
corporation, hereinafter called "Benefi�' ":
WITNESSETH
WHEREAS, Trustor is indebted or be indebted to Beneficiary in the principal sum oC �O hundred Fifty _
-
choueand and 0/100--- ----------- — --�
' � DoRare (S 250, 000.00 )
asevidenced by Note ofeven date hem payablewith intemstasspeclfle0thertin,at forehead City
• ,North Carolitta, or at such other place as thehoWet(ltarrof[romtioie totimemay,
'
designatemwriting,mid Note beingdue orl(avinga final paymentdue on a par Fmm+ennry trnrn 19 ;and
WHEREAS; this Deed of Trust sceu,Y a Nate and a Loan Agreement gtventb YfottX�reepnt,and Nture obhgatrona of the
follows: - ° t.
milker or maker; as ,_ 1
tobligations �� eiM�,,s h,
:'
a"''
Theamountof pr s, seeu[ed ia5
including i
{{
The maximum Prearnt and a ;g'sX J
t obh future gadF watch,may be'secured
.
' .6ythiafacw atenXopgthne:isf 250 BBB ON; t*o2"`
:.
Fulme obligation" secured hy';ipis D be: ncureed w Wa aYo+1 9) yte`rs from the date of.
'Frost may ( iil�tt
t„
_ .
this D=4i,4fTFus(. A
This Died;of Trot is given to me ure om and a Loan Agreement dated • w ti `oi' Kions • ,-between Tmslor '
Loan Agrcementare herebyincorpora referemas fully as ifspeaifmflly set out herein and theeollateral specified in mid
Loan Agreement ie given as collateral to the Note; the Loan Agteemenland all preeeot obligations and future obligations
and advances made hemunder.Theadv epurmantto said Loan Agreement and Note.ahsll beewdenced as specified in `
mid Loan Agreement The payce of thei mabhgated tq gt{Iceo¢v(to §[igd�rtJta+o[sard Loan Agreement as set
[orth thtta N� s �` iF ;, A J f f 'j"'t ma ('Nu`u°i)
...( WNER,EAS; S(te Property hemieafm 'txdmc4nveyed hereht to eeeurc:the ppymrn)ofjht; M1l�ahteptieat tntemet, taxes,
charges, Awgepey Itim ce plena other obhgahon: pF Ttyftor cep rrcm expiq c trpvtded'and to azure t4o'il R2
per(otmattdg [d1l�bf.lWA go. iaq a is and egreemeats;as get 'pli ta;tNe-afurp td oSn 18sa5Vnept ''�
,hy �
T�REFORB, in coneiderano Ithe endebtedoeea now or hf,FeaTter tytdepced 6y j5e Nom and the obhgations < aS
coeieirled m'),ieLoao Agreement, and' purpose of eavnng the peymenf and perl4rVtadTa!evidenced tbere�n, and in i
, comiderVoe of the sum of One Dollar(SI other good and valuablecomidemttnosptud lnTpdtat•byTrueI", th receiptof -7
whiehie� y'acknowledged,Trustor gained, told, granted and wgvtypl anp bylhesE t�6entedpeabargein,"U,grant
,.{ aMwnvey'rS(T+uatee luaheus aumsso aevggst6efogoxwgproperty srtuatedm
C+
oXuntr o ed
?7 t� e—�
' Ws r .N,r'S •?� t iti t ..a
All�;la4 oak on Exhibit A ib ched heretpnand ipcoFpo;pted bpr8{tpti�Y >;g5til eqc¢ I t -;,
a Ty i
M55
�tF
M,tTit��i�:�
i��(.+f -)lµ, +f a
� a �. '+ ?' tlo['i. � r� f J ° {t� 'i yr :�j ` t fXhl✓
� ett(.9
Yr d . ^ .. _ ° ;_l7 V °.-_-�.,� - �'� d� �"•+'�;tf�t _ _ 4 £ t .I� ,. ..
r Tggether with an the crop allotments h gs, futures end mtProvemehtg thereon endMl[ril[e easements hereditemeete I
> ¢ - and appurtenances thereunto belong lading ell heating umbing veaWetlogequipment and orb.
t��7�t bleacedlniangiblepropertYPow4 terpcyyrred,ettac�h ta9iteasonablytothebaeo uchfiremiaeer'+
i^. ✓`^'.•'7!U' IS OR INQiUA�t,S F �. { ' a t _ .•:',n. ra+. {' ..:-.�. ..•l iYnx'�.i __ e.s ud.�,. n ..

TO HAVE ANDTO HOLD thesame,withall rights, privileges andappurtenanceithereunto her mingimlissaidIrmlacc,biishein,auismand
mim,n o" in Wit, upon the trust and for the one and purposes hereinafter Act forth, and no other'
AND TRUSTOR convenamu to and withTrustec and Beneficiary that Traitor is seized of mid premise in ter, that Trustor has the right to
convey game in fee simple; that the mine are free end clear from all encumbrances and restrictions not specifually mentionedherein; and that
Trustor does hereby forever warrant and wW,forever defend the title to same against the lawful claims of all persons whomsoever;
AND TRUSTOR FURTHER COVENANTS ANDAGREES AS FOLLOWS:
1. PAYMENT—Topaythesumorsumsepepilied above andas more panicularlyprovided in the time ornbtesevidencingsame, withinterest
thereon. .,
y. TARES AND CHARGES —To pay, withitieixty(60)days aftertheyshall come due and payable, and beforeany penalty crintemstshall be
charged thereon, all general and special taxes, charges, and assessments of every kind and nature that maybe levied, assessed orbeorbecomea
lien on the premises and property herein demdbed, whether the same be for stale, county, or city purposes, and to furnish annually to
Beneficiary. immediately after payment, certificates or receipts of the proper authorities showing full payment of same.
That in the event offailum ofTrusterto pay all of the aforesaid taxes, assessments and charges as hercinabove provided, Beneficiary shall have
the option to advance the necessary funds to pay said taxes, assessments and charger, and all amounts so expended by Beneficiary for texts,
charges and assessments, as herein provided, shall be charged hereunderm principal moneysecured by this Deed ofTrual and shall bar interest
at the same tale as the principal indebtedness secured hereby, payable upon demand or otherwise as Beneficiary may determine. Afterany such
advances are made, Beneficiary may apply any funds received hereunder to principal, advances or interest a, Beneficiary may determine and
beneficiary will not be held to have waived any rights earning to Beneficiary by the payment crony sum hereunder and particularly the right to
declare this Deed of Trust in default by the rmoq of failure of performance of this condition or the non-payment of the indebtedness secured.
3. INSURANCE —To secure, maintain and keep in force with an insurance company or companies approved by Beneficiary an insurance
policy or pokefes providing fire, extended coverage, malicious mischief and vandalismcoverageand such olherinsumnce ss maybe squired by
Beneficiaryfrom time to lime upon the buildings, fixtures and improvements now orherafler situate uponthe premises inanamountequallo
the maximum insumbke value of mine or suchamounl as shall be approved by Beneficiary, whichever shall be the lesmrsum; and to keep the
policy or policies therefor constantly assigned and delivered to Beneficiary with subrogation clauses satisfactory to Beneficiary providing the
right and power in Beneficiary to demand, mecf.W and collect any and all money becoming payable thereunder and to apply same toward the
payment of the indebtedness hereby secured, p less the game is otherwise paid.
That in the event of failure of Trustor to pay`ell of the aforcmid insurance premiums, as heminabove provided, Beneficiary shall have the
option to advance the necessary funds to pay aid insurance premiums, and all amounts so expended by Beneficiary for insurance premiums, as
herein provided, shall be charged hereunder a/pHncipal money secured by this Deed of Trust and shall bear interest at the same rate as the
principal indebtedness secured hereby, payable,9pon demand or otherwise as Beneficiary may chumming. After any such advances are made,
Beneficiary my apply any funds received hereunder to principal, advances or interest as Beneficiary may determine and Beneficiary will not be.
held to have waived any right, accruing to BeqcGclary by the payment of any sum hereunder and particularly the right to declare this Dead of
Trust In default by the reason of failure of 1,90istmance of this condition or the non-payment of the indebtedness secured.
d. REPAIRS —To keep all buildings and t r�"atenu now or hereafter situate upon the premises in good ord"and repair, tocomplywith
all governmental requirements respecting the ea ortheir use, and to neither commit norpAnslit any wale. Porto alter, add to or remove
any of mid buildings or improvements with the wrilmn consent of Beneficiary:
S. TITLE DEFECTS —To pay to Benefies .?nY and alliance, includingmem,expensm, and rivaaable auomave fees. which Beneficiary
<. priority.
6.ACCELERATION—That in the event(
dda)atustar shall default in any respect in theperforman{e of any one or mom covenants, conditions, i
oragreements specified hercin;aq(b)for any� an Trvstor'e convenient to pay all taxes speed above shell be or become legally inoperative
or unenforcable in any particular, or, (c) fof'ppy reason Trustor shall fail to provide and maim'Will Insurance as hereinabove
required; or, (d) any lien, charge, or encumbraike prior to or affecting the validity of this Deed of Trust be found to exist, or proceedings be
instituted to enforce any lien, charge or encumbfance against any of mid premises; or, (c) the removal or demolition of any of the buildings or
improvements now or hereafter situate upun,the premises is threatened; or, (0 Trusser be declared bankrupt or insolvent, or abandon the
premises; or (g) for any reason Traitor shalll oil in any respect in the performance of anyone or more of the covenants, agreements or
eooditionsspmilit hereigthelupon thgo ,any
such event, the entire balance of the principal, advances and interest, shall become
dueandpayableirpin rely at the op[inner dary, and neithertheadvavcegffunds by Beneficiary under any of the terms and provisions
hereofvorthe failure of Beneficlarytoexercise. p0yany, right lodmlarcthetmlgrityp({hedahtuoderanyoftheJarcgoingwnditionvhell
operates a waiver of Beneficiary s rgbt to a such option thereafter m to any;patt gdvutTentdpfIWt
7. CASUALTY LOSS OR CONDEMNA —In The event of any lost covered by iapce a unsigned to Beneficiary hereunder, or in the
{ event that the rimming hereby conveyed, ora R'st thereof, shall be condemned and taken uaderpower of eminent domain, Trustor shall give
immedia wdttenncticetoBeneftciaryand caeryshall have the right toraetyeandcoBoctaoyproceeds of such insurance andisH damages
awarded b reason of such taking, and the n q such proceedeand damages is hgrebyasmeadtoBeneficiary whothall have the discretion to
apply the amount eo received, ear my part of, toward the pfindppl IrtdnlNdJae}ya)pe harcpader ear toward the alteration, repair or
restoration of the premises by Trustor " : v j '
g. ASSIGNMENT OF RENTS —Trainor: s by amsgns to Beneficiary Any aa4'aB mom oremolumentk from the premises herein described
end,intheevmtofanydefaulthercunder,T" 'eherebywthorimBenefmlaryp4SaPeBclary pagengto'oaterruponandtakepossessionofthe
prctnitm or any putt thereof, to ant mine' account of Trustor at any real tatiW storyle, Beneficiary, to deduce from such rent$ or
'...k emoluments received all necessaryaod seem - usedexpcm"ofmlkenoPdPdadquou4ytob andtpspplylhe remaindmon amount of.
the indebtedncea hereby Amused.
9. APPOINTMENT OF RECEIVER Be fi , immedamiy upondefauit bereio, mupov proceedings being commenced fortheforem
closure of this Deed of Trust, may apply ea ' or and as a matter of right be entitled to the appolotmeot of a receiver of the rents and
cmoulumcnts ofthe premises, without nolicei 'ihout mirerenccta!havalaeorthaptw(t�f pr,DA egl4'* ofany persons orentitimHabig
'
hereunder.10
'. L -
10. SUBSTITUTION OFTRUSTEE ry and the tuceetion onmigoaotuttlearbkmt lauthoiized and empowered at anytime or
.} limes hereafter, at Bane icivy'$ mle optioq out notice and without epedfying any rasan for such action, to remove any Trustee or
successor hereunder, end ins belie arm them—ciltiedpath; majoatum orother i"l"jyofAn'y7nuke, loappoinlasucassor in his
,R plain by an instrument duly recorded la !ho of the Register of Dada of the County fn which this of Treat fs recorded and such
PS y submitum Trustee or Trwten shafit u ' ome vested with all the nghts,liawen cubes and obligations herein conferred upon the ,
dy s 'yy Truster it bemgexpremlyunderatood that is and powers herein conferred$ball be in addnrgn tojand not m derogation of other t
rightspower and privileges under then e: w wish referencesto the Aubatimpaa'oITfa .
r>
�•,• r ,,yy t ryrr�
ECE Y L
MAR 2 2 2017

i �w4 iL,SY tip—_.
1 0.
H.ADVANCES—Ben<fmiary and the s"Aiats or amigos ofnme,
more of thecoamnw orupoodehghofWpaorwnaofanyoneor
sgrcmenmspecifeddt tend myedvana such
m,tud6
foods "it mmydcem nawaary far this purpose W Rath advances and other fundsexpeodedbyBe kis crtheternuandprovisions
besmear shall be payable upon demendaroehe asi1eaeffciary shall determine, shWbear interest at the 'mum lawful ram until repaid, and
shall h seemed by this Deed of Twt and a yiher security interest given to tame the loan seared stir this Dad of Trans. After any such
advances are made, Bea ficia y, may apply "Rands received hereunder to principal, advances or inmrtad.n lf. In its cook diseretion, troy
determine.
12. CONVEYANCE —DEFAULT —In theeainl Truloreonveys to any ether party ari interest in amid premises or any put thereof without a?.
she prior written caruenl of Beneficiary oriI ljWwnsorr or in the event Testator shall sell or otherwise dispose,ofthe said premises or any part :
thereof without the prior written semen of*wfidsay. Beneficiary at its elation may declare the entire indebtedness hereby secured to be
immediately due and payable, without notiv;tp Tr"ror or its successor, which notice said Traitor and any successor to TmI. in iatereat -
hereby expecssly waives, and upon such decimation the entire iadebtednessUnlyy secured #hall be immediately due and payable, anything
herein or in the said promissory now to the , spry notwithstanding. !'..�..
13. CROSS DEFAULT —In the event atd t by Traitor in the perfomuna(I)of "Wed obligations under thisdccd aftast,(2) ofeny
Testatorj::..
other obligation of Testator to the holder of that tlpw seared by this dad of trust, whether at the same branch or otherwia, (3) of default or r.
failure so perform any of the conditions or wvgtiebts of she note secured by mid dad of treat or any security agreement given to s rcurenid note,
such default may be darned, at the option oflheholder afthe notewcumd by Worked oftmrt, edefault inall indebtednesadue said holdcrand
the whale sum of the principal and interest of sajjdthtevidenced by the nowsecumd bythisdeed crime endall ofthe olherindebtedness dueto
hnWcr by Traitorshall, at the option of the bolder of the said note, became due and payable immediately, and this deed of tint and all other
security instant for the benefit of or held by bolder may be forcdosed at eoce.
14. TERM —The term"Twter"" used E9jeln shall include,jointiyanduvemlly, allpaniahereinbefomnamed""Taaitor,"whetherane
or more and whether individual, corporate or'hrherwise, and their helm, legal representatives and assigns, and any subsequent owners of the i.
r property hereby conveyed, and theterm"Bc ry"aemedheminshaBiocludeanywwfulowmrorholderaftheindebwdoas acurtd hereby
1
e
whether one or mom.
BUT THIS CONVEYANCE IS MADEITHIS SPECIAL TRUST that if Trader sball pay of rates to be paid to Beneficiary the '
fir atoeeesidiMebtedneu in eccordena with and conditions of the now or nowevidencimg theme, sod" the fimeand plan therein
mentioned for the payment thereof, together interesttherconand all tax",charges,consemmate and anypmmjpplr)orinsurance hereby
accused, ss heainabove expremly agreed enperform end observe all the eavemnta, conditions and Agr4potln(Chemid. Weo and in that
event this Dad of Trust recor
t shall become null aoid and shall be cancelled or released of d
4' BUT IF DEFAULT shall occur in the pay! Petof aid indebtedness, interestorany part ofmther on new oibdod given in renewal in `
whole or in part thereof, or ofeny men. cha , mmnmenw or imuance premiums, of other default utieielmtr6q; provided, or by reason of I'
the failure ofTmtar to performand abservewch andeveryeovemnl,wnditionandagm entspecified EldiDced of Trust, theninallorany
of said events, the full principal sum, advances and interest thereon, at the option of Beneficiary min 160gabove provided, shall become
immediately due and payable withoutfunW,brtidt, and it shall be lawful for and upon the request of BefseEciery, it shall become the duty of -,
Twice hereby authorized, empowered and3 acted, to advertise and sell under this Deed ofTraelthe landpad property herein described, at
pobbc crew, to the Nghnt bidder for ash end 6geormompamb,ofterf'm4vingauhmnaofhmdnyairoeommenamcntofforeclosum {:
pracadinge and obtaining each findings or. "' 'of court as then may be required by appliabla law; Ilod dantorteig(ving such notice and
advcrWing of rho time cad plan of each"le mumer" then may be required by applloab{{pp4w; qtd upon such sale and any resales in s'..
am rciana with the cow then relating to to proceedings, and upon collection of the purclusemoneyarisingthcrefrom,tormkeand
.�} deliver to the purchaser or purchasers, their ',.r mceesore at Assigns, a proper deed or deeds therefor, and to pay from the proceeds arising
from such ask; first, all costs and expenses Iq Ito laid smile, includingaswmpomfionforhuurvimen amount equal solve percent(M)
? of she green proceeds of Ruch mile or$150 wair is greater. together with reasonable atlorneys'wes for legal service, actually performed; t*g..
i wood. all man or Attendants then conatft a lien spinet mid premiere otherlba0 thoteadvenisW and soldsubject to' third, theunpald +y sd.
_ pridps4'inleten, and Ruh tams edaoad neficiary as herein provided aria fourth, tile, rlalq 7Fpetorar each other person entitled
thercto,ortothe Clerk otCoan of the Cou whichsaid fortdosurt prouedioglWereWQWled ansihentmybeauthorired ordirccted by 3
_I applicable law. - -
It is further provided that in lM1e event f oeua is krmimted upon the inquiet of Truetor prior to delivery of the deed of Trustee "
aforesaid. Tmtor shag pay mule Testa cent and expenses incident to mud foreeloture, including ea compensation for her services en
amountequel to 50 per and of theeompenmt5.'lo which hewoald have beenenntied upon deliveryoftM1e deed"afortsaid ifeuehtermdmtion
is priortoanyharing then required by appl law; 75 percemtafeuch amount Jeuh urmuwnonueflerauchhadng but befomanymle '
hereunder; and the full amount if such termn is at any time after such taco; together with reasonable anomeys' fin for legal semen:
actually performed to lhedate ofeuch term! `r and reasonable alfomeye feea,Hany, aspmvsdedjnibeiAdenaofindeblednemsecumd by r5
this Dad of Trait.
j'•::;''?� It isfuesherprovided that the compecneatio;k rein allowed to Truoutc, shall constitute a Hen On said property immediately upon request of sale
car aforesaid and that acid Trustee shall so.hability 6y virtu of Twta's acceptanceof this trust, except tech" may beincurred by
Trustees tailua to edvertirc and sell aid ":sty if met requested ar a failure to account for the Prow trisector.
i
+ The constants herein wnwined shall bl the benefits and advantages ),set !earn to the rem-9Yd eaeeators, administrated
eseotasots m anigm of the Partin hereto
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3 INTESTIMONY WHEREOF Traitor uwithd, IN. TESTIMONY F Leh Iran IrNMo sat her hand and C
.t Instrvmmet to be exaatW iq its coapo me by IN 'edoptedmh4 teal lq^� g his memo, the deysad
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AR 2 2 2017

STATE OF NORTH CAROLINA
CDUKff OF
1.
,r said County - and State, do hereby
persol
WITNESS my hand and notarial a
My Commission expires:
STATE OF NORTH CAROLINA
C :Y O.0 ComtY end Sate, do li`oeeY H.
bell. being
the corporation described in and which a]
affixed r,%f.r. Stmirurn, is W
� ipj�g . y
S=mry subscrim their names thereto,
that said inqsu'u1 th t-is e act and deed
Wt' _,N, , 1141111",
wn�p `fit
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for
C.
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a Noosy Public in and
hat
mud before ma this day and admowkdpd the dwesusaftion of she foregoing instrument
t.
day of 119
r.
Notary Public N
a Notary Public in and
the —26March 1986 1bday of.
n
with whom I am personally acquainted, who,
Iffon the
Stanley is the_ President and that
is the Secretary Of
led the foregoing ins trumean; that he knows the common sent of said corporation; that the and
armon mk and that the name of the corporali I on was subscribed thereto by said
President, said that said
I mid common mal was affixed, all by onder!of !to I . IMIM of Directors ofmid corporation; ww
corporation. ..7
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Wooly Public
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North Parolina; is certified to be cohost. j
..'RenfrDws of
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MAR 2 2 2017

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EXHIBIT A
TRACT #I: Lying and being in Morehead Township, and being located in the
Crab Point area and on the south side of the Newport River, and BEGINNING
at a point marked by the intersection of the north right of way line of
Country Club Road and the center line of River Drive, which point is
located eastwardly from the southeast corner of Lot B1, in Block "B",
running from said beginning point diagonally across Country Club Road S
39 W 520 feet to a point 1n the south right of way line of said Road at
<{:{
the northwest corner of the Robert Laughton land; running thence S 1-45
W 1195.5 feet along the Laughton west line to a monument; running thence
•'''
S 63-15 W 2097.5 feet to a point in the south right of way line of
Country Club Road; running thence diagonally across Country Club Road N
'
9 E 282.8 feet to a point in the north right of way line of Country Club
Road; running thence S 64-20 W 2250 feet to a point in the north right
of way line of the aforementioned Road; running thence N 84 W 173.7 feet
'
down the north line of the aforementioned Road to a point; running
thence N 13-45 W 260.5 feet to a point; running thence N 18 E 1760 feet
y<<'
to a point in the Newport River at the marsh line, and continuing thence
along the same course 700 feet , more or less to the waters edge of the
marsh; running eastwardly along the said water's edge of the marsh
approximately 1200 feet to the northwest corner of that tract reserved
by D.B. Webb; running thence S 22-15 E 685 feet to a point; running
thence N 59-25 E 1475 feet to a point; running thence N 42-20 W 350 feet
to a point; running thence N 28-35 W 50B feet to a point in the waters
of the Newport River; thence eastwardly with the waters of Newport River
approximately 1600 feet to a point in the said shore line of Newport
River at the Stanley northwest corner; running thence S 9 E 950 feet
�:`✓
along the Stanley west line and down the center of River Drive to the
.;6": ,
POINT OF BEGINNING. There is excepted from the above described property
all of Block "A", all of Block "B", all of Block "D"; that certain 60
` y+
foot street located between Block V' and Block "D", all of Block "E",
all of Block F, and all of Block "G", as the said lots and blocks are
shown on that certain map of the Country Club, prepared by J. 0. Hassell,
lV.
Surveyor, and appearing of record in Book 3, page 138, Carteret County
Registry.
a1.
n.;..:a.
h 'siw;f
Also excepted from the above described property is that tract conveyed
t *g:
to Elmer J. Lewisb deed dated April 12, 1984, and recorded in Book
Y
496, page 497, Carteret County Registry, and more particularly described
�FuG
as follows:
Beginning at a point in the northern right of way margin of State Road
1177 (Country Club Road) at an existing iron pipe which marks the
southeastern corner of Lot Two (2), Block "F" of the .Morehead City
Country Club property as shown in Map Book 3, page 138 Carteret County
Registry; tbence N 57-26-00 W 200 feet to an existing iron pipe; thence
N 72-08-00 B 165 feet to an existing iron pipe; thence S 59-57-00 E
120.06 feet to an iron pipe in the northern right of way line of the
Country Club Road; thence along the northern right of way margin of the
Country Club Road S 46-45-00 W 35 feet to an existing iron pipe which
iron pipe marks the southeastern corner of Lot One (1), Block "F",
Morehead City Country Club property as shown 1n Map Book 3, page 138;
Carteret County Registry; thence continuing along the northern right of
way margin of the Country Club Road, S 42-05-50 W 100 feet to the point
or place of beginning.
See continuation on page 2 of Exhibit A
gas PlZklzba
►�I
RIVED.
4.
RAR 2 ti
DCM- MHD �.I' Y

Page 2, continuation of Exhibit A
The above described property being all of Lot one (1), Block "F" of the
Morehead City Country Club property as shown in Hap Book 3, page 138, -
Carteret County Registry; together with a triangular piece of land
adjacent to and east of Lot One M .
TRACT 02: In Morehead Township, BEGINNING at the southwest corner of the
tract of Lois D. Webb, widow, Corrine Webb Geer and husband, Paul H.
Geer, Jr., and Lois Webb Bunn and husband, John T. Bunn (see deed in
Book 207, page 181) it also being a corner of Morehead City Country
Club, Incorporated; rune thence N 59-30 E along the dividing line of
the aforementioned parties 100.85 feet to a point; thence N 22-30 W
460.9 feet to the waters of Newport River; thence along the waters of
Newport River to a point on the River, which in a straight line is S
49-47 W 104.75 feet, it being the northwest corner of Lois D. Webb,
widow, at al., and a corner of Morehead City Country Club, Incorporated,
on the river; thence S 22-30 E 433 feet to the POINT OF BEGINNING.
The above described tract is the tract on which the Club House of Morehead
City Country Club is located.
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'REC'

Goasfal Management
ENVIRONMIINTAL QUALITY
Morehead City Country Club
C/o Arendell Engineers
105 North 10`h St.
Morehead City, NC 28557
Dear Sirs:
ROY COOPER
(inw or
MICHAEL S. REGAN
$ecrelary
BRAXTON DAVIS
Mreclor
4/24/17
The NC Division of Coastal Management hereby acknowledges receipt of your application -for State
approval for development at 2900 Country Club Road Morehead CityO, Carteret County. The complete
package was received on 4/11/17. The projected deadline for making a decision is 6/25/17. An additional
75-day review period is provided by law when such time is necessary to complete the review. If you have
not been notified of a final action by the initial deadline stated above, you should consider the review
period extended. Under those circumstances, this letter will serve as your notice of an extended review.
However, an additional letter will be provided on or about the 75th day.
If this agency does not render a permit decision within 70 days from 4/11/17, you may request a meeting
with the Director of the Division of Coastal Management and permit staff to discuss the status of your
project. Such a meeting will be held within five working days from the receipt of your written request and
shall include the property owner, developer, and project designer/consultant.
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed
development. Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the
property of your proposed development. You should post this notice at a conspicuous point along your
property where it can be observed from a public road. Some examples would be: Nailing the notice card
to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the
road right-of-way where a private road would lead one into your property. Failure to post this notice
could result in an incomplete application.
An onsite inspection will be made, and if additional information is required, you will be contacted by the
appropriate State or Federal agency. Please contact me if you have any questions and notify mein writing
if you wish to receive a copy of my field report and/or comments from reviewing agencies.
Suly,
Heather M. Styron
Coastal Management Representative
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808

I
ki Tel 7) "aid
.r A -.�1. r1:'7[, .31 rr, V r a W#r ;
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Styron, Heather M.
From: _ Legals <[e-mail]>
Sent: Friday, April 21, 2017 1:45 PM
To: Styron, Heather M.
Subject: Re: MHC Country Club Major
This ad is set and scheduled to run on April 26, 2017
in the amount of $ 49.08.
Proof:
NOTICE OF FILING OF
APPLICATION FOR CAMA
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A.119(b) mat application fora development permit in an Area M 6wironmental Conosm as designated under Me CAM was
received an 3ldg/17. A.Mhg tome application, The Morehead City Country Club applied for a pemlit for Me relomtion of several god holes, Me construction of a new pool, clubhouse, parting bland cart pat, A ma
Country Club Road, Morehead City, Carteret County.
A copy of the entire application may be examined or copied at Me office of Heather Styron, NO Dvicion of Coastal Management locoted at 400 Commerce Avenue, Morehead City, NO. (252) 80&2808 dining normal
business hours.
Comments mailed M Bra lon C. Davis, Director, Dvisbn of Coastal Management 400 Comments Avenue, Morehead City, N.C. 28557, prior to 5/18117, will be considered in making the permit deasion. later comments will
be accepted and consideretl up to Me time ofpeanit decision. Project modification may ocour based on review and comment byte pubho and state and federal agerraes. Notice of Me permit decision in this matterwill be
provided upon written request
A28
On Apr 21, 2017, at 10:36 AM, Styron, Heather M. wrote:
Legal Advertisement Section
4/21/17
Re: Public Notice — Morehead City Country Club, 2900 Country Club Road, Morehead City, Carteret
County
To Whom It May Concern:
Please publish the attached Notice in the 4/26/17, issue of the Carteret News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior to payment
for newspaper advertising. Please send the affidavit, an original copy of the published notice, and an
original invoice to Arthur Stadiem, NC Division of Coastal Management, 400 Commerce Avenue,
Morehead City, North Carolina 28SS7, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact me at our
Morehead City office.
Sincerely,
erkg4mp
Heather M. Styron
Coastal Management Representative
HMS

NOTICE OF FILING OF
A PPLICATION FOR CAMA
MAJOR DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS 113A-
119(b) that application for a development permit in an Area of Environmental Concern as designated
under the CAMA was received on 3/22/17. According to the application, The Morehead City Country Club
applied for a permit for the relocation of several golf holes, the construction of a new pool, clubhouse,
parking lot and cart paths at 2900 Country Club Road, Morehead City, Carteret County.
A copy of the entire application may be examined or copied at the office of Heather Styron, NC
Division of Coastal Management, located at 400 Commerce Avenue, Morehead City, NC, [phone]
during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400 Commerce
Avenue, Morehead City, N.C. 28557, prior to 5/16/17, will be considered in making the permit decision.
Later comments will be accepted and considered up to the time of permit decision. Project modification
may occur based on review and comment by the public and state and federal agencies. Notice of the
permit decision in this matter will be provided upon written request.
PUBLISHED ON: 4/26/17
Heather M. Styron
Field Representative
NC Division of Coastal Management
NC Department of Environmental Quality
252 808 2808 ext.216 Office
heather. m.stvron(a.ncdenr.aov Email
400 Commerce Ave.
Morehead City, NC 28557
<image001.png>
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Judy Allred
Legal Assistant — Carteret County News -Times
4206 Bridges Street I Morehead City, NC 28557
Phone: [phone] ext. 207 Fax: [phone]
Legals( TheNewsTimes.com — www.CarolinaCoastOnline.com

ROY COOPER
�4sa:�• e. °vBF. e v
<ao
(iuvemor
MICHAEL S. REGAN
5'ecretary
Coastal Management BRAXTON DAVIS
ENVIRONMENTAL QUALITY
Director
Legal Advertisement Section 4/21/17
Re: Public Notice — Morehead City Country Club, 2900 Country Club Road, Morehead City,
Carteret County
To Whom It May Concern:
Please publish the attached Notice in the 4/26/17, issue of the Carteret News Times.
The State Office of Budget and Management requires an original Affidavit of Publication prior to
payment for newspaper advertising. Please send the affidavit, an original copy of the published
notice, and an original invoice to Arthur Stadiem, NC Division of Coastal Management, 400
Commerce Avenue, Morehead City, North Carolina 28557, Telephone [phone].
Thank you for your assistance in this matter. If you should have any questions, please contact
me at our Morehead City office.
Sincerely,
fled W&-( 6pan
Heather M. Styron
Coastal Management Representative
HMS
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Momhead City, NC 28557
252 808 2808

NOTICE OF FILING OF
A PPLICATION FOR CAMA
MAJOR DEVELOPMENT PERMIT
The Department of Environmental Quality hereby gives public notice as required by NCGS
113A-119(b) that application for a development permit in an Area of Environmental Concern as
designated under the CAMA was received on 3/22/17. According to the application, The
Morehead City Country Club applied for a permit for the relocation of several golf holes, the
construction of a new pool, clubhouse, parking lot and cart paths at 2900 Country Club Road,
Morehead City, Carteret County.
A copy of the entire application may be examined or copied at the office of Heather
Styron, NC Division of Coastal Management, located at 400 Commerce Avenue, Morehead City,
NC, [phone] during normal business hours.
Comments mailed to Braxton C. Davis, Director, Division of Coastal Management, 400
Commerce Avenue, Morehead City, N.C. 28557, prior to 5/16/17, will be considered in making
the permit decision. Later comments will be accepted and considered up to the time of permit
decision. Project modification may occur based on review and comment by the public and state
and federal agencies. Notice of the permit decision in this matter will be provided upon written
request.
PUBLISHED ON: 4/26/17
State of North Carolina I Environmental Quality I Coastal Management
400 Commerce Ave I Morehead City, NC 28557
252 808 2808

`�' ARENDELL
w ENGINEERS
105 North 10a Street
Morehead City, North Carolina 28557
[phone]
N.C. Certification No. C•1509
BY CERTIFIED MAIL
March 8, 2017
MGM Inc./Mr. Gene McClung
224 Brandywine Blvd.
Morehead City, NC 28557
Re: Site Improvements, Phase 1
Morehead City Country Club
Morehead City, Carteret County, North Carolina
To Whom It May Concern:
In accordance with the requirements of the Division of Coastal Management CAMA Major permitting
process, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
If you have questions concerning the proposed project, please contact me or John Wade of Arendell
Engineers in Morehead City at [phone].
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management, 127 Cardinal Drive Extension, Wilmington, North Carolina 28405.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
J.W. (Bill) Forman, Jr., P.
President
Enclosures
RECEIVED
MAR 2 2 2017
DCM- MHD CITY

Xmm
ARENDELL
ENGINEERS
CIVIL -COASTAL • ENVIRONMENTAL
105 North 10th Street
Morehead City, North Carolina 28557
[phone]
N.C. Certification No. C-1509
BY CERTIFIED MAIL
March 8, 2017
Palm Adventures, LLC
3326 Bridges Street
Morehead City, NC 28557
Re: Site Improvements, Phase 1
Morehead City Country Club
Morehead City, Carteret County, North Carolina
To Whom It May Concern:
In accordance with the requirements of the Division of Coastal Management CAMA Major permitting
process, a copy of the permit application and supporting documentation for the referenced project is
provided for your information.
If you have questions concerning the proposed project, please contact me or John Wade of Arendell
Engineers in Morehead City at [phone].
Please be advised that, if you have comments concerning the project, they must be submitted to the
Division of Coastal Management within 30 days of this application. Submit comments to N.C. Division
of Coastal Management, 127 Cardinal Drive Extension, North Carolina 28405.
Thank you for your assistance on this matter.
Sincerely,
ARENDELL ENGINEERS
J.W. (Bill)
President
Enclosures RECEIVED
MAR 2 2 2017
DCM- MHD CITY

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AAREN DELL PROJECTTRLE PREPARED FOR.
DRAN7NG TITLE:
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NC CeNfioeEon No. G1s)9
GOLF COURSE AND
CLUB FACILITIES
IMPROVEMENTS
MOREHEAD CITY COUNTRY CLUB
29110 COUNTRY CLUB ROAD
MOREHEAD CITY, NC 28557
ADJACENTPERTY
OWNERS
,
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71007

March 8, 2017
N.C. Division of Coastal Management
Wilmington Regional Office
127 Cardinal Drive Extension
Morehead City, NC 28405
Re: Authorized Agent Agreement
Morehead City Country Club
Morehead City, North Carolina
To Whom It May Concern:
This is to inform you that James W. (Bill) Forman, Jr., P.E. and John J. Wade, P.E. of Arendell Engineers
is the Authorized Agent for the referenced project. Mr. Forman & Mr. Wade are authorized to act on
behalf of the applicant on matters related to the CAMA Major Permit and related federal permits.
Please call me if you have any questions or need additional information.
Sincerely,
61ee`--_/
Nick Eatmon, Manager
Morehead City Country Club
RECEIVED
MAR 2 2 2o',7
DCM- ,MH1D C TY

PROJECT NARRATIVE
Morehead City Country Club
Golf Course and Club Facilities Improvements
Morehead City, Carteret County, North Carolina
Major CAMA Permit Application
March 8, 2017, Revised March 15, 2017
Page 6 of 6
ADJACENT RIPARIAN PROPERTY OWNERS
Letters notifying adjacent property owners of Morehead City Country Club of the pending CAMA Permit
have been sent by certified mail with a copy of the application documents. Certified mail receipt green
cards are included with this submittal. Copies of the letters are attached.
MGM, Inc., Mr. Gene McClung
224 Brandywine Blvd.
Morehead City, NC 28557
Palm Adventures, LLC
3326 Bridges Street
Morehead City, NC 28557
RECEIVED
MAR 2 2 2017
DCM- MHD C4

A"' ARENDELL
"NGINEERS
civLL - COA{TAL- ENVIRONMENTAL
105 North 10t^ Street
Morehead City, North Carolina 28557
[phone]
N. C. Certification No. C•1509
March 22, 2017
Ms. Heather Styron
N. C. Division of Coastal Management
400 Commerce Avenue
Morehead City, NC 28557
Re: Major CAMA Permit - Site Improvements, Phase I
Morehead City Country Club
Morehead City, North Carolina
Dear Ms. Styron:
On behalf of Morehead City Country Club, the attached Major CAMA Permit Application for the above
referenced project is submitted for your review and approval. We have included a check for the
Permitting fee of $400.00 with this submittal.
Thank you very much for your help on this project. Please give me a call if you have questions or need
additional information.
Sincerely,
ARENDELL ENGINEERS
President
Cc: Nick Eatmon, Morehead City Country Club
�50q
raves 4 c0; .
RECEIVED
MAR 22Z017
VCM_ MHD CITY

Major CAMA Permit Application
Morehead City Country Club
Golf Course and Club Facilities Improvements
Morehead City, Carteret County, NC
March 8, 2017
Revised March 15, 2017
proposed by:
Morehead City Country Club, Inc.
P.O. Box 2400
Morehead City, NC 28557
prepared for:
North Carolina Department of Environmental Quality
Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
prepared by:
ARENDELL ENGINEERS
105 North loth Street, Suite 4
Morehead City, NC 28557
N.C. Certification No. C-1509
RECEIVED
MAR 2 2 2017
UCM- MHD CITY

■ Complete Items 1, 2, and 3.
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so that we can return the card to you.
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1. Article Addressed to:
ZLy 3Q.p.,oYwrwc g�vp
NL 2LSS�
IIII111111III II111111IIIIIIIIII 111111111111111
9590 9402 1529 5362 7319 63
2. Article Ne.,w T
7016 1370 0002 3225 4685
❑ Agent
')�C.U)Ny<�' I Z1\3\
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If YES, enter delivery address below: ❑ No
3. Service Type
❑ Noriry Mall Ezprese®
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Delivery
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❑ Return Receipt for
• r'.ollect on Delivery
Merchandise
Ailect on Delivery Restricted Delvery
D Signature Confirmetlo.—
nsured Mal
❑ Signature Confirmation
u Insured Mail Reselcled Delivery
ResinMed Delivery

USPS TRACKING #
9590 9402 1529 5362 7319 63
United States
Postal Service
11111 First -Class Mail
Postage &Fees Pafd
USPS
Permit No. G-10
• Sender: Please print your name, address, and 21P+4® in this box•
Av��nde.11
ion N ►o+h
N\or�he�adl c�� , NC,
agss�

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1. Article Addressed to.
33Zc, 13R tOvc a sTfLE�
j \ Otcr'E O e rTy AJ — 2SSS 1
IIII11111111111111111IIIIIIIII 111111111111111
9590 9402 1529 5362 7320 14
7016 1370 0002 3225 43k-
lff"gentt
by (Printed Name)
Is delivery address different from Item 11 ❑ Yee
If YES, enter delivery address below: ❑ No
J, oemce type
❑ Priority Mall Express®
❑ Adult Signature
❑ Registered Mail-
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Delivery
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J Collect on Delivery
Mercllendlee
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11 Signature Confrmatlon^
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❑ Signature Confirmation
❑ Insured Mail Restricted Dellvery
Restricted Delivery
P3 Form
, July 2015 PSN 7530-o2-000-9053
Domestic Return Receipt

I I First -Class Mail
Postage &Fees Paltl
USPS
Permit No. G-70
IIIN1111111� I��IIIIIIII
9590 9402 1529 5362 7320 14
United States
Postal Service
name,
f1rerdt,► t Engl ree-ys
lOs N loi-�n S4- 51A
Wckcaol CIAIIII)cj
aSS- S---1
IIitdutoil iilt,,II,itli tii Itilry P uul pinl.itt.iinll

NEWPORT RIVER
(SA;HOW )
/3�0 CAMA
BUFFER COASTAL
WETLANDS
NORMAL HIGH
75' AEC LINE WATER LINE
�• ; : EXISTING
P RKING
NORMAL HIGH
WATER LINE •`'
/ 18 EXISTING
COASTAL POOL COMPLEX
WETLANDS
404 WETLANDS
p e, 10�
i
`.: GOLF GREEN,
° TYPICAL
° ® POND
' �o 0
no• ,.� 13
�„ JvJ 14
IARENDELL
ENGINEERS
1.. .
105 NORTH 1 ISTR. ...�.e.......
10tlI ITREE7, 3517E 4
MOREHEAD cm. NC zesST
PHONE: (252) 622-M
FAX: (252)6n4505
www.arentlellengm.mm
N.C. CERTIFICATION NO. G1509
FAIRWAY,.
TYPICAL
CART PATH,'
TYPICAL
EXISTING
CLUBHOUSE
COUNTRY CLUB
ROAD (S.R.1177)
CLIENT -
MOREHEAD CITY COUNTRY CLUB
2900 COUNTRY CLUB ROAD
MOREHEAD CITY, NC 2.6557
DOGWOOD
LANE (PRIVATE)
CART PATH,
TYPICAL
PROJECT.
MOREHEAD CITY COUNTRY CLUB
GOLF COURSE AND CLUB
FACILITIES IMPROVEMENTS
RIVER DRIVE
(PRIVATE)
o,
POND
�• 5
7
2 Do®
o-
p POND • '
C..�------� � E IVED
�"✓ " MA 2 2 2017
o ® .
- MHD CITY
U O3 EXISTING HOLE #
4 °
0' 300' 600'

Preliminary Drawing
Not For Construction
PROPERTY LINE
15' VEGETATED _
BUFFER
FAIRWAY TO BE
FILLED & SODDED
� ///0
� ago#
BORROW PIT TO BE RESTORED
AS 404 WETLANDS,
APPROX AREA = 0.67 ACRES
75' AEC LINE
NEW CLUBHOUSE,
15,000 SF
NEW GREEN
RELOCATED
FAIRWAY
FAIRWAY TO BE
FILLED & SODDED
EX. CART
MAINTENANCE PATH
SHED
L7
NEW POND AREA TO BE APPROX.
SIZE OF EXISTING POND, 9,D00 SF
POND HALF TO
BE FILLED, 3,500 SF
•
EXPANDED POND,
EX. POND = 54,700 SF
NEW POND = 63,500 SF
SEE DETAIL SHEET 08
NEWPORT RIVER
(SA;HQW)
NORMAL HIGH
WATER LINE
COASTAL
WETLANDS
NEW GREEN
404 WETLANDS 11
NEW GREEN I
NEW FAIRWAY
POND TO BE
FILLED, 6,100 SF
6
IDS NORTH IMSTREEF, SUITE
MOREHEAO CITY, NC 28557
PHONE: (252)622-M
FAX: [phone]DS
.x ddke gi..a
N.C. CERTIFICATION NO. C15W
30' CAMA
BUFFER
NEW CONC.
CART PATH
NEW POOL i DOGWOOD
FACILITY LANE (PRIVATE)
PARKING
1 ,,-,
EXISTING CLUBHOUSE
NEW CONIC.
NEW CART PATH o�
GREEN _ ■
NEW POND
19,500 SF
EXPANDED POND,
EX. POND = 76,000 SF
NEW POND = 83,300 SF
SEE DETAIL SHEET 08
RIVER DRIVE
(PRIVATE)
SWALES TO BE MODIFIED, SEE
.. DETAIL SHEET 07 44
POND TSFO BE NEW CONC.
FILLED,13,100 CART PATH
I ' VEGETATED MOUNDING,
11 SEE DETAIL SHEET 07
COUNTRY CLUB
ROAD (S.R. 1177)
WENT.
MOREHEAD CITY COUNTRY CLUB
2900 COUNTRY CLUB ROAD
MOREHEAD CITY, NC 28557
7 o O
t EXPANDED POND,
Fi EX. POND=11,500 SF + j
NEW POND=18,700 SF
SEE DETAIL SHEET OB
NEW 5
GREEN • g
EXPANDED
tom! FAIRWAY
NEW CONC.
J I \ CART PATH
PROJECT.
MOREHEAD CITY COUNTRY CLUB
GOLF COURSE AND CLUB
FACILITIES IMPROVEMENTS
EX. CART
PAT\ H\� 2
— \\\ J Al� oAr y
dg EXPANDED POND,
EX. POND = 6,800 SF
71 NEW POND = 22,500 SF
SEE DETAIL SHEET 08
1
EXPANDED
FAIRWAY
DRAWING TIRE:
SITE PLAN
O3 NEW HOLE # LAYOUT
RECEIVED
MAR 2017
DCM HD CITY
O WIT
JjN [04
JWF
,7097

Z W 0 U' Z
EE
Preliminary Drawing
Not For Construction a a a
ALL DISTURBED AREA < a z
SODDED WITH o
BERMUDASOD ' p
U
5.0'
PROPOSED GRADE
APPROX. 18" FILL
5
EXISTING GRADE
SECTION A -A
SCALE: NOT TO SCALE
(Dz o w w w z
= J Z LL W W J
MH W CD LL LL Q
0 3 < w ALL DISTURBED W
z a c¢� AREA SODDED
a M LU WITH BERMUDA SOD w
0
U
5.0' PROPOSED GRADE
APPROX. 24" FILL
5
\// EXISTING GRADE
RECEIVED
MAR 2 2 2017
SECTION B-B DCM- MHD CITY
SCALE: NOT TO SCALE
No DEscwPTroN BY DATE ARENDELL CA/EM.' PRO.IECT.' DRAN7NG TITLE:
N.T.S.
E
ENGINEERS mm
105 NORTH IOM STREET, SUTE 4 MOREHEAD CITY COUNTRY CLUB MOREHEAD CITY COUNTRY CLUB M.9V
MOREHEAD CRY, NO 2S557 2900 COUNTRY CLUB ROAD GOLF COURSE AND CLUB SECTIONS - SHEET 1 OF 2 Jjw 06
RFAXE(252) 6224505 05MOREHEAD CITY, NC 28557 FACILITIES IMPROVEMENTS �� JWF
xww erendellengineerscan M AU#
N.C. CERTIFICATION NO. C-1509 17007

Preliminary Drawing Z o W W Z LU
= J Z � J W
Not For Construction a LU s m WCD
�a � o o
O J ¢ CCD 0
Z ¢ M w
O
U
5.0'
PROPOSED
APPROX. 4' FILL GRADE
ALL DISTURBED AREA
SODDED WITH 3
BERMUDA SOD \ /\�/��\/��/\/\/\/�\/\\/\\/�\/�Z/\/Z
EXISTING GRADE
SECTION C-C
SCALE: NOT TO SCALE
C7 Z
0 Z_ W U coCa
J CaU
= J Z J LL W fn d O U W
Q W g W m tL O O
W Q
Ix Q 3: o g d d
Z U
a
0
U
ALL DISTURBED AREA FINISHED GRADE,
5.0' SODDED WITH EXISTING GRADE
BERMUDA SOD ELEV. +10.50'
----
_ POOL CONC. SLAB
k
J i
ON GRADE
5:1 SLOPE
EXISTING GRADE COMPACTED FILL
RECEIVED
CONC. SLAB MAR 2 2 2017
ON GRADE
SECTION D-D DCM- MHD CITY
SCALE: NOT TO SCALE
NO. DESCRIPTION BY DATE A ARENDELL CUENP PROJECT.' DRAWING TIME N.T.S..ENGINEERS �M 0=17
105 NORTH 101h STREET, SUTE 4 MOREHEAD CITY COUNTRY CLUB MOREHEAD CITY COUNTRY CLUB N MBr
MOREHEAD CITY, INC 2W7 2900 COUNTRY CLUB ROAD GOLF COURSE AND CLUB SECTIONS - SHEET 2OF2 env Q%
PHONE:
FAX. [phone]A5 MOREHEAD CITY, NC 28557 FACILITIES IMPROVEMENTS �
..emw .Uen9inee = rno,ccre 17007
N.C. CERTIFICATION NO.O15W

EXISTING
-GRADE
VARIES 24" - 36"
DITCH / SWALE CONVERSION -
SCALE: NOT TO SCALE
BERMUDA SOD
-J 1
10
NOTES:
1. SWALES TO HAVE SIDE SLOPES A MINIMUM OF
10:1.
2. UPON IMMEDIATE COMPLETION OF GRADING,
SWALES TO HAVE BERMUDA SOD INSTALLED.
TYPICAL SECTION
VARIES
VARIES
SILT FENCE UNTIL FINAL
STABILIZATION, SEE DETAIL
THIS SHEET
31 VARIES /
AARENDELL
105 NORTH 101h SiREEf, SUITE 4
MOREHEAD CITY, NC 2S557
PHONE: [phone]
FAX [phone]
Mt CERTIFICATION Nrimn
NG CERTIFICATION NO. GiSW
BOTTOM ELEVATION
OF POND TO VARY
MOUNDING TO BE VEGETATED
WITH GRASS, SHRUBS, AND
TREES AT THE DISCRETION
OF THE OWNER
3:1 SIDE
SLOPES
VARIES F
AL 3, - 4,
MOUNDING ALONG ROAD - TYPICAL SECTION
SCALE: NOT TO SCALE
POND EXPANSION - TYPICAL SECTION
SCALE: NOT TO SCALE
CUENT'
MOREHEAD CITY COUNTRY CLUB
2900 COUNTRY CLUB ROAD
MOREHEAD CITY, NC 28557
BERMUDA
SOD
SIDE SLOPES OF EXPANDED
POND TO MATCH EXISTING,
TYPICALLY 3:1
PROJECT.'
MOREHEAD CITY COUNTRY CLUB
GOLF COURSE AND CLUB
FACILITIES IMPROVEMENTS
DRAWING TITLE'
DETAILS
SILT FENCE UNTIL FINAL
STABILIZATION, SEE DETAI
THIS SHEET
RECEIVED
MAR 2 2 2017
DCM- MHD CITY
Preliminary Drawing
Not For Construction
N.T.S.
03MI17
JJW
JWF
17M
*

SURVEYORS DECLARATION TO WHOM IT MAY CONCERN: It atheresponsiblltiyofthe present
LUNWOOD E.BYRD,JR., CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
owner(s) or future owners) of the properly shown hereon to check for any wetlands, high
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
wafer table or other water conditions which may cause a portion of this property to be
unusable far certain uses. No responsibility of anyoatire is assumed by flse surveyor foranyIDS
14Z PG 51&MAP BOOK 3, PG 138); THATTHE BOUNDARIES NOT
which shown hereon butare unlaiown to the
conditions hats may presently exist on The o
Ypr HY pr party
A INDICATED AS DRAWN FROM INFORMATION
SURVEYEDRE CLEARLY IND C
surveyor such as: Cemeteries, Family Burying Grounds, Toxic or Hamrdous Waste Materials,
FOUND AS REFERENCED ON THIS PLAT,' THAT THE RATIO OF PRECISION OR
Underground Utilities, Existing or Proposed easements ordghtbt-wam etc. not shown hereon.
POSITIONAL ACCURACY IS 1 : 10,000+; THAT THIS MAP MEETS THE
Any utilities or features and any easements, hghtof-ways orbWe s associated with said
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
utilities or features shown hereon are shown according only to -hot was known or visible at
NORTH CAROLINA (21 NCAC 56.1600J
thetimeofthissurveybythesurveyor. This properly maybe subject to additional easements
orrfght-of-ways unknown to the surveyor at this time that a complete title examination may
THIS THE 8th DAY
'reveal. There shall not be any construction in the area ofany ulFHes, easements or
OF MARCH 201 7
righfof-ways without a complete title examination and additional surveying to fdentffy the
accurate widths and correct locations of record of anyeasements orrfghtof-way& The
surveyor It NOT an Attorney at Law and it is advised that the ownerof this propertycomutt
PROFESSIONAL LAND SURVEYOR
with a licensed Attorney at Law to perform a complete titre examination to confim all krawn
LICENSE NUMBER L-4662
encvmberances and reveal any potential encumbe-ances or title Issues associated with this
properly
LEGEND NOTE: THE HIGH WATER MARK AND COASTAL
WETLANDS LINES SHOWN HEREON WERE
LINES SURVEYED (SUBJECT PROPERTY) FLAGGED BY HEATHER STYRON OF CAMA
F
OHTER LINES SURVEYED (EX.: TIE LINES) ON 11-21-2016.
I
LINES NOT SURVEYED
RIGHT-OF-WAY LINE
CENTERLINE OF ROAD
OF EXISTING IRON PIPE FOUND
NIP NEW IRON PIPE SET
CC CONTROL CORNER
EIS EXISTING IRON STAKE FOUND
ECM EXISTING CONCRETE MONUMENT FOUND
RIW RIGHT-OF-WAY
DB DEED BOOK
PG PAGE
H WM HIGH WATER MARK
GENE S. MCCLUNG
DB 911, PG 221
PIN:637606492837000
D O
O22
„ v
w Z
3
MGM, INC.
DB 1561, PG 219
PIN: 637606492107000
"COUNTRY CLUB RUN"
NE�PORj R\J
MARSH
1
L2-1
L-1 1 L2-56
Sf'
L2-31 cPtePL2-87
MOREHEAD CITY
COUNTRY CLUB
PIN. 637607595186000
NOTE: PIN NUMBERS SHOWN ARE CURRENT AS OF
THE DATE OF THIS SURVEYAND ARE
SUBJECT TO CHANGE IN THE FUTURE. /
L9 POND
\. \WX E' `1 s'/ L9 REACH
\ •\
L-13
0 \
OG�O L7-17
S�G \
G bti L 13 ,.k POND -'
e0 \ 5-9" ,\'' a
L5-1 \\ L 10
'w Q Y90nb L7-1 3 REAC
EIVED
v%
L-10
L1-30 a&TH_
L 1-48
0
L4 POND O�
L-14�
G�J �
L4 REACH ` �y L 10 PON
L-9
' \ NC GRID MON.
"RIVER"
\\ NAD 83 (2001)
N— = 371 67 280.46 ft.
E 8
,
2 528.60 ft.
as \ CF= 0.99991608
NEWPORT RIVER
C
SITE
TOOK
VICINITY MAP
NOT TO SCALE
1J EIP 0
\ \ 'TIE LINES ONLY'
L-1 N 530 40' S3" E 157.16'
L-2 N 850 04' 40" E 113.57'
L-3 N 340 39' 40" E 430.90'
L-4 S 250 17' 50" E 391.48'
L-5 N 440 16' 04" E 267.53'
EIP ` n \\ L-6 N 040 56' 01 "W 105.00'
O L-7 N 810 0645" E 427.23'
P y
\\ NOTE: THE SURVEYOR DOES NOT TAKE ANY RESPONSIBILITY
I, y FOR ANY UNDERGOUND UTILITIES NOT SHOWN
\ HEREON. THE PROPERTY OWNER IS RESPONSIBLE
3� "\ FOR VERIFYING THE LOCATION OF ALL UTILITIES
' \ PRIOR TO ANY CONSTRUCTION.
1 m \
'71E LINES ONLY'
LINE BEARING DISTANCE
L-8 N 63° 59' 34" E 257.85'
(— L-9 S 570 15' 50" E 1 25.09,
L-10 I S
L-11 N 28° 45' 42" E 33.23
L-12 N 55° 54' 39" E 154.17'
15. 1 1'
1 L-14 I S 30° 38' 59" E 1 14.07'
WAR 2 2 2017 NOTE: THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,
A QG RIGHT-OF-WAYS OR AGREEMENTS OF RECORD.
NOTE: THE PURPOSE OF THIS MAP IS TO SHOW THE WETLANDS
LINES AS FLAGGED IN THE FIELD.
DC M - M H D C IT IOF RIPDARIAN BUFFERS IS APPROXIMATE ONLY, AND THELOCAT ON
THERE MAY BE STREAMS THAT REQUIRE BUFFERS THAT
ARE NOT SHOWN HEREON OR FLAGGED IN THE FIELD.
Mg 3. PC' 164 PRELIMINARY PLAT NOTE: THE WETLANDS BOUNDARIES SHOWN HEREON
VIRONMENTAL INC
N
3. N <,p NOT FOR RECORDATION, CONVEYANCES, WERE DELINEATED BY CPEC E
2 L 1 POND \j0 NC GRID MON. 9L SALES OR CONSTRUCTION ON 2-22-2017. THE BOUNDARIES HAVE
"SMITH" cc NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF
L_7 NAD 83 (2001) SURVEY REFERENCES ENGINEERS (USACE) AND ARE SUBJECT TO CHANGE
TIE LINE T E= 378,900.95
7, 725.82 f. NOTE. NO PHYSICAL CORNERS DEED BOOK 142, PAGES 1
' ` WERE SETALONG THE FOLLOWING USACE VERIFICATION.
1 CF= 0.99991691 WETLANDS BOUNDARY.
i
NOTE. THIS SHEET IS FOR ILLUSTRATIVE DEED BOOK 15, PAGE 492-493 ACREAGE COMPUTED COORDINATE METHOD � DEED BOOK 153, PAGE 456 NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
h PURPOSES ONLY. SEE SHEETS DEED BOOK 163, PAGE 216 IN US SURVEY FEET UNLESS OTHERWISE NOTED
REFERENCED HEREON FOR MORE MAP BOOK 3, PAGE 138
GRAPHIC SCALE
/ DETAILED INFORMATION. 0 400' 800,
"WETLANDS BOUNDARY MAP"
i WETLANDS LOCATION SURVEY FOR B Y R D 112 E. JOHNSTON ST.
MOREHEAD CITY SMIPHONE: 252-5151039
COUNTRY CLUB SURVEYING, P.A. w .bycdsu eyxom
PROFESSIONAL LAND SURVEYORS C-0719 © 2017
THE RESPONSIBILITY
FOR
SNY UNDE ANY
GO TOWNSHIP: MOREHEAD COUNTY: CARTERET DATE: 3-8-2017 SURVEYED BY. LEBJ SHEET 1 OF
UTILITIES NOT RESPONSIBILITY OW ANY EON. THE
PROPERTY OWNER IS RESPONSIBLE FOR CITYORTOWN: STATE: NORTH CAROLINA SCALE: 1"=400' DRAWN BY: LEBJ DRAWING NO.
PRroa TOA Y COONSTRRUUCTION.LL UBUBES Morehead City ED PIN: 637607595186000 CHECKED & CLOSURE BY: LEBJ 16-084
NEWPORT RIVER
C
SITE
TOOK
VICINITY MAP
NOT TO SCALE
1J EIP 0
\ \ 'TIE LINES ONLY'
L-1 N 530 40' S3" E 157.16'
L-2 N 850 04' 40" E 113.57'
L-3 N 340 39' 40" E 430.90'
L-4 S 250 17' 50" E 391.48'
L-5 N 440 16' 04" E 267.53'
EIP ` n \\ L-6 N 040 56' 01 "W 105.00'
O L-7 N 810 0645" E 427.23'
P y
\\ NOTE: THE SURVEYOR DOES NOT TAKE ANY RESPONSIBILITY
I, y FOR ANY UNDERGOUND UTILITIES NOT SHOWN
\ HEREON. THE PROPERTY OWNER IS RESPONSIBLE
3� "\ FOR VERIFYING THE LOCATION OF ALL UTILITIES
' \ PRIOR TO ANY CONSTRUCTION.
1 m \
'71E LINES ONLY'
LINE BEARING DISTANCE
L-8 N 63° 59' 34" E 257.85'
(— L-9 S 570 15' 50" E 1 25.09,
L-10 I S
L-11 N 28° 45' 42" E 33.23
L-12 N 55° 54' 39" E 154.17'
15. 1 1'
1 L-14 I S 30° 38' 59" E 1 14.07'
WAR 2 2 2017 NOTE: THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,
A QG RIGHT-OF-WAYS OR AGREEMENTS OF RECORD.
NOTE: THE PURPOSE OF THIS MAP IS TO SHOW THE WETLANDS
LINES AS FLAGGED IN THE FIELD.
DC M - M H D C IT IOF RIPDARIAN BUFFERS IS APPROXIMATE ONLY, AND THELOCAT ON
THERE MAY BE STREAMS THAT REQUIRE BUFFERS THAT
ARE NOT SHOWN HEREON OR FLAGGED IN THE FIELD.
Mg 3. PC' 164 PRELIMINARY PLAT NOTE: THE WETLANDS BOUNDARIES SHOWN HEREON
VIRONMENTAL INC
N
3. N <,p NOT FOR RECORDATION, CONVEYANCES, WERE DELINEATED BY CPEC E
2 L 1 POND \j0 NC GRID MON. 9L SALES OR CONSTRUCTION ON 2-22-2017. THE BOUNDARIES HAVE
"SMITH" cc NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF
L_7 NAD 83 (2001) SURVEY REFERENCES ENGINEERS (USACE) AND ARE SUBJECT TO CHANGE
TIE LINE T E= 378,900.95
7, 725.82 f. NOTE. NO PHYSICAL CORNERS DEED BOOK 142, PAGES 1
' ` WERE SETALONG THE FOLLOWING USACE VERIFICATION.
1 CF= 0.99991691 WETLANDS BOUNDARY.
i
NOTE. THIS SHEET IS FOR ILLUSTRATIVE DEED BOOK 15, PAGE 492-493 ACREAGE COMPUTED COORDINATE METHOD � DEED BOOK 153, PAGE 456 NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
h PURPOSES ONLY. SEE SHEETS DEED BOOK 163, PAGE 216 IN US SURVEY FEET UNLESS OTHERWISE NOTED
REFERENCED HEREON FOR MORE MAP BOOK 3, PAGE 138
GRAPHIC SCALE
/ DETAILED INFORMATION. 0 400' 800,
"WETLANDS BOUNDARY MAP"
i WETLANDS LOCATION SURVEY FOR B Y R D 112 E. JOHNSTON ST.
MOREHEAD CITY SMIPHONE: 252-5151039
COUNTRY CLUB SURVEYING, P.A. w .bycdsu eyxom
PROFESSIONAL LAND SURVEYORS C-0719 © 2017
THE RESPONSIBILITY
FOR
SNY UNDE ANY
GO TOWNSHIP: MOREHEAD COUNTY: CARTERET DATE: 3-8-2017 SURVEYED BY. LEBJ SHEET 1 OF
UTILITIES NOT RESPONSIBILITY OW ANY EON. THE
PROPERTY OWNER IS RESPONSIBLE FOR CITYORTOWN: STATE: NORTH CAROLINA SCALE: 1"=400' DRAWN BY: LEBJ DRAWING NO.
PRroa TOA Y COONSTRRUUCTION.LL UBUBES Morehead City ED PIN: 637607595186000 CHECKED & CLOSURE BY: LEBJ 16-084
LINE BEARING DISTANCE
L-8 N 63° 59' 34" E 257.85'
(— L-9 S 570 15' 50" E 1 25.09,
L-10 I S
L-11 N 28° 45' 42" E 33.23
L-12 N 55° 54' 39" E 154.17'
15. 1 1'
1 L-14 I S 30° 38' 59" E 1 14.07'
WAR 2 2 2017 NOTE: THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,
A QG RIGHT-OF-WAYS OR AGREEMENTS OF RECORD.
NOTE: THE PURPOSE OF THIS MAP IS TO SHOW THE WETLANDS
LINES AS FLAGGED IN THE FIELD.
DC M - M H D C IT IOF RIPDARIAN BUFFERS IS APPROXIMATE ONLY, AND THELOCAT ON
THERE MAY BE STREAMS THAT REQUIRE BUFFERS THAT
ARE NOT SHOWN HEREON OR FLAGGED IN THE FIELD.
Mg 3. PC' 164 PRELIMINARY PLAT NOTE: THE WETLANDS BOUNDARIES SHOWN HEREON
VIRONMENTAL INC
N
3. N <,p NOT FOR RECORDATION, CONVEYANCES, WERE DELINEATED BY CPEC E
2 L 1 POND \j0 NC GRID MON. 9L SALES OR CONSTRUCTION ON 2-22-2017. THE BOUNDARIES HAVE
"SMITH" cc NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF
L_7 NAD 83 (2001) SURVEY REFERENCES ENGINEERS (USACE) AND ARE SUBJECT TO CHANGE
TIE LINE T E= 378,900.95
7, 725.82 f. NOTE. NO PHYSICAL CORNERS DEED BOOK 142, PAGES 1
' ` WERE SETALONG THE FOLLOWING USACE VERIFICATION.
1 CF= 0.99991691 WETLANDS BOUNDARY.
i
NOTE. THIS SHEET IS FOR ILLUSTRATIVE DEED BOOK 15, PAGE 492-493 ACREAGE COMPUTED COORDINATE METHOD � DEED BOOK 153, PAGE 456 NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
h PURPOSES ONLY. SEE SHEETS DEED BOOK 163, PAGE 216 IN US SURVEY FEET UNLESS OTHERWISE NOTED
REFERENCED HEREON FOR MORE MAP BOOK 3, PAGE 138
GRAPHIC SCALE
/ DETAILED INFORMATION. 0 400' 800,
"WETLANDS BOUNDARY MAP"
i WETLANDS LOCATION SURVEY FOR B Y R D 112 E. JOHNSTON ST.
MOREHEAD CITY SMIPHONE: 252-5151039
COUNTRY CLUB SURVEYING, P.A. w .bycdsu eyxom
PROFESSIONAL LAND SURVEYORS C-0719 © 2017
THE RESPONSIBILITY
FOR
SNY UNDE ANY
GO TOWNSHIP: MOREHEAD COUNTY: CARTERET DATE: 3-8-2017 SURVEYED BY. LEBJ SHEET 1 OF
UTILITIES NOT RESPONSIBILITY OW ANY EON. THE
PROPERTY OWNER IS RESPONSIBLE FOR CITYORTOWN: STATE: NORTH CAROLINA SCALE: 1"=400' DRAWN BY: LEBJ DRAWING NO.
PRroa TOA Y COONSTRRUUCTION.LL UBUBES Morehead City ED PIN: 637607595186000 CHECKED & CLOSURE BY: LEBJ 16-084
/ DETAILED INFORMATION. 0 400' 800,
"WETLANDS BOUNDARY MAP"
i WETLANDS LOCATION SURVEY FOR B Y R D 112 E. JOHNSTON ST.
MOREHEAD CITY SMIPHONE: 252-5151039
COUNTRY CLUB SURVEYING, P.A. w .bycdsu eyxom
PROFESSIONAL LAND SURVEYORS C-0719 © 2017
THE RESPONSIBILITY
FOR
SNY UNDE ANY
GO TOWNSHIP: MOREHEAD COUNTY: CARTERET DATE: 3-8-2017 SURVEYED BY. LEBJ SHEET 1 OF
UTILITIES NOT RESPONSIBILITY OW ANY EON. THE
PROPERTY OWNER IS RESPONSIBLE FOR CITYORTOWN: STATE: NORTH CAROLINA SCALE: 1"=400' DRAWN BY: LEBJ DRAWING NO.
PRroa TOA Y COONSTRRUUCTION.LL UBUBES Morehead City ED PIN: 637607595186000 CHECKED & CLOSURE BY: LEBJ 16-084

COASTAL
WETLANDS LINE
�MARSHY
LEGEND
LINES SURVEYED 'SUBJECT PROPERTY)
OHFER LINES SURVEYED (EX.: TIE ONES)
— —
— — — LINES NOT SURVEYED
-------
RIGHT-OF-WAY LINE
— CENTERLINE OF ROAD
4
ELF
EXISTING IRON PIPE FOUND
NIP
NEW IRON PIPE SET
U
CC
CONTROL CORNER
EIS
EXISTING IRON STAKE FOUND
ECM
EXISTING CONCRETE MONUMENT FOUND
RIW
RIGHT-OF-WAY
DB
DEED BOOK
PG
PAGE
HWM
HIGH WATER MARK
NOTE:
THE WEILAND BOUNDARIES SHOWN HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL INC.
ON 2-22-2017. THE BOUNDARIES HAVE
NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF
ENGINEERS IUSACEI AND ARE SUBJECT TO CHANGE
FOLLOWING USACE VERIFICATION.
NOTE: THE HIGH WATER MARK AND COASTAL
WETLANDS LINES SHOWN HEREON WERE
FLAGGED BY HEATHER STYRON OF CAMA
ON I1-21-2016.
404 WETLANDS LINE
L-L- 5b �ti8 LZ9
L-23 11; L_?> �,3p ! MOREHEAD CITY
w COUNTRY CLUB
L-22 COASTAL L-34 PIN: 637607595186000
Y� WETLANDS LINE �3? L1-16
HWM S
•�•:---- g1 L36 1 L-48
L68 �' �, L-49 L1-30
�tr� L�9 v� LJ9 y _L_M
L2-1 L-10,1 L L12 �} ph L-51
o '71EUNE- �_ \� hry
L2-56
L2-
L-11Y---- 1.2-31
'TIE UNe' Tf
"WETLANDS BOUNDARY MAP"
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP., MOREHEAD COUNTY. CARTERET
CITY OR TOWN: STATE. NORTH CAROLINA
Morehead City ETJ
WETLANDS LINE
11
L2-65
L-
L-
L-1
L-
LI
'TIE LINES ONLY'
NC GRID MON.
j
'SMITH"
NAD 83 (2001)
N= 368,900.95 ft.
E= 2,676,725.82 ft.
L-165 L-164
CF= 0.99991691
L-163
L-162
b b1
1-166
L-161
L-160
Q
v N
N 152 L-Tsl i 1
.>;j. L-154
v
L 1 POND
155,576 s.f. I
�
VNAO
Ay
� ` --L-147
L-141
L-142
,3q
V
L-143 L JAS
L-14I
137L j3B
RECENED
MAR 2 2 Z017
DCM_ MHD CITY
NOTE: POTENTIAL JURISDICTIONAL WATERS OF THE U.S.
WERE DELINEATED BY CPEC ENVIRONMENTAL INC.
ON 2-22-2017. THE BOUNDARIES HAVE
NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF
ENGINEERS (USACE) AND ARE SUBJECT TO CHANGE
FOLLOWING USACE VERIFICATION.
L-2
N 850 04' 40" E
113.57'
L-7
N 810 06' 45" E
427.23'
L-10
S 650 53' 43" W
30.59'
L-1 I
N 280 45' 42" E
33.23'
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR CONSTRUCTION
NOTE:
GRAPHIC SCALE
0 100' 200'
BYRD
SURVEYING, P.A.
PROFESSIONAL LAND SURVEYORS
DATE: 3-&2017 SURVEYED BY: LEBJ
SCALE: I" = 100' DRAWN BY. LEBJ
CHECKED & CLOSURE BY: LEBJ
112 E. JOHNSTON ST.
SMITHFMM, N.C. 27577
PHONE: [phone]
www.byrdsarvey.c m
C-M9 ® 2017
SHEET 2 OF 7
DRAWING NO.
16-084

1162.94'___--
64° 12' 3S' W
'TIE UNE°
1
I
LEGEND
1 �O
LINES SURVEYED 1SUBIECT PROPERTY)
OHTER LINES SURVEYED IEX.: TIE LINES)
1 N
' 1 i
__-_-- LINES NOT SURVEYED
RIGHT-OF-WAY LINE
Z
1
E1P
CENTERLINE OF ROADEIP EXISTING IRON
SET PE FOUND
1
NIP NEW IRON PIPE
CC CONTROL CORNER
1
EIS EXISTING IRON STAKE FOUND
ECM EXISTING CONCRETE MONUMENT FOUND
RIW RIGHT-OF-WAY 1
DB DEED BOOK
PG -- PAGE
HWM ---- HIGH WATERMARK
1
11
1
1 O 1
H
1 1
1 WE�Mg 2, PG 62 1
n N p
I
I 1
m
1 1
1 1
0
11 O5 1
1 1
H
m
1 1
O
11
1 1210p 3q• E
1
1
N�o2
83918.8p 11, 1 1
NPD 1
186
q T4lt.
N'36j638 - 1
E-185�
L3-4
E, 2 EIP �
1 1�
�
1 a
404
L3-1
WETLANDS LINE
i MOREHEAD CITY
- ASPH9[T p �cZ$1I1I 1I
1i $m C:gpZ,p qnY
R/CART COUNTRY CLUB
tE yUE PIN: 637607595186/F7
"WETLANDS BOUNDARYMAP11
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
CITY OR TOWN: STATE: NORTH CAROLINA
Morehead City ETJ
DOGNNOODLN
\
1
1 \
1
O 11 L3-13
L3-8 11 �388 1L.jq3
�?
1
/Lt92 L5-j
Ltd /IV, 1.7-1
0-12
�
lqo
r
L
I
L-197
r
m
!� L4 REACH
1
404 WETLANDS LINE
223 L j 4<1
�r
L_222
L-218 L-219 L-220
L-2
05 L--217 L-227
L,2L
L-231
L-204 215 L-214
N
N L 212 W L4
POND
L-210
a L-2�207 q� 2A3
1:
w V ►�
L-q_,.a 1=2 L-244
V
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR CONSTRUC1 ON
1 1 \
11 ,j3 11 WEBS AB ,PGSID
36 L7-8
1
1 1 L7-6 �263
2
1 /-261�
/ L.260 404 WETLANDS LINE
VA
.3 404 WETLANDS LINE
?50
zs7 LS 6
L-252 RECEIVE
L-2M
-L6-3 L-254 017
�L59 DCM- MHD CITY
'TIE LINES ONLY'
L-
N 530 40'53"E
157.16'
L-91
S 57° 15' 50" E
25.09'
L-12
N 55° 54'39"E
154.17'
NOTE: POTENTIAL JURISDICTIONAL WATERS OF THE U.S.
WERE DELINEATED BY CPEC ENVIRONMENTAL INC.
ON 2-22-2017. THE BOUNDARIES HAVE
NOT BEEN VERIFIED BY THE U.S. ARM Y CORPS OF
ENGINEERS jUSACE) AND ARE SUBJECT TO CHANGE
FOLLOWING USACE VERIFICATION. i
L4 POND CONTAINS
13,537 s.f.
ACREAGE COMPUTED BY COORDINATE METHOD
NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCI
GRAPHIC SCALE
N
BYRD
SURVEYING, P.A.
PROFESSIONAL LAND SURVEYORS
DATE: 3-8-2017 SURVEYED BY: LEW
SCALE: V = 100' DRAWN BY: LEBJ
CHECKED & CLOSURE BY: LEBJ
112 E. JOHNSTON ST,
SMITHFIELD, N.C. 27577
PHONE: [phone]
w .byrdsm eyxom
C-0719 © 2017
SHEET 3 OF 7
DRAWING NO.
16-084

LEGEND
\ \
LINES SURVEYED (SUBJECT PROPERTY) \
OHTER LINES SURVEYED (EX.: TIE LINES)
— LINES NOT SURVEYED \ i
------- RIGHT-OF-WAY LINE
— CENTERUNE OF ROAD
EIP EXISTING IRON PIPE FOUND \
NIP NEW IRON PIPE SET -C I
CC CONTROL CORNER I
EIS EXISTING IRON STAKE FOUND _ —._ RIVER DR• —
ECM EXISTING CONCRETE MONUMENT FOUND — --
RIW RIGHT-OF-WAY
DB DEED BOOK —
PG PAGE _
HWM HIGH WATER MARK —
ME LINES ONLY"
L-3
N 340 39' 40" E
430.90'
L-4
S 25° 17' S0" E
391.48'
L-8
N 63° 59' 34" E
257.85'
L-13
S36°05'24"E
15.11,
NOTE: POTENTIAL JURISDICTIONAL WATERS OF THE U.S.
WERE DELINEATED BY CPEC ENVIRONMENTAL INC.
ON 2-22-2017. THE BOUNDARIES HAVE
NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF
\ENGINEERS IUSACEI AND ARE SUBJECT TO CHANGE
FOLLOWING USACE VERIFICATION.
DOG
W' NAD 83 (2011)
\ N= 370,792.60 ft.
\ \ E= 2,677,486.33 ff.
WE�5,pG36 6\\ 1.26a ,
MB \ EGM L7-10
\ L-266
10.01' ..
�\ L 5133 26 34L- L-265 '�� L 811
404 WETLANDS LINE
L7-1
"WETLANDS BOUNDARY MAP"
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
CITY OR TOWN: STATE: NORTH CAROLINA
Morehead City ETJ
L8 POND CONTAINS
7.073 s.f.
L8 POND
C-296
L-343
L9 POND
170,841 s.f. I
MOREHEAD CITY
COUNTRY CLUB
PIN: 637607595186000
\
i
r
r
I
r
w
r
r
�
>
Y
�
I
r
T77
I
r
°i
i
W
I
� -0
I
r
>t
r
U
I
00w
10
N
I
—
r
r
I
S
L-312 7i ��
L-310�
46,
L9 REACH
l�06
L-8 _-----
t--
RECEIVWI-� /
NC GRID MON.
Mp-IrZ01 RIVER"
i NAD 83 (2001)
N= 371,280.46 ft.
iCM- MHQVTy CF=0.8,560ff.
CF0.9999191608
i PRELIMINARY PLAT
i NOT FOR RECORDATION, CONVEYANCES,
i' SALES OR CONSTRUCTION
O�O \ ACREAGE COMPUTED BY COORDINATE METHOD
(� NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
IN US SURVEY FEET UNLESS OTHERWISE NOTED
GRAPHIC SCALE
/",�.� 0 100' 200'
GGJ SlB Y R D SAR T E. FI °a N° Z75
PHONE: 232
515-1039
/ SURVEYING, P.A. w .byrdsumeyxom
PROFESSIONAL LAND SURVEYORS C-0719 © 20I7
DATE: 3-8-2017 SURVEYED BY: LEBJ SHEET OF
SCALE: 1"= 100' 1 DRAWN BY: LEBJ DRAWINGNO.
CHECKED & CLOSURE BY: LEBJ 16-084

L 10 REACH AND POND
LINE
BEARING
DISTANCE
L-358
S 30° 33' 32" E
51.34'
L-359
S 45° 21' 55" E
14.01'
L-360
S 53° 5604" E
100.55'
L-361
S 35° 25' 21" E
38.76'
L-362
S 260 12' 35" E
27.57'
L-363
N50004'51"E
10.35'
L-364
N 63° 1753" E
6.71'
L-365
N 84° 53' 06" E
12.3 Y
L-366
S 570 43'00" E
8.68'
L-367
S 220 12' 32" E
12.85'
L-368
S 040 14' 36" W
17.88'
L-369
S 12001' 20" E
14.00'
L-370
S 290 12' 14" E
17.99'
L-371
S 13051'51"E
17.81'
L-372
S 090 44' 26" E
17.53'
L-373
S 34021' 2 1 " E
27.95'
L-374
S 1 1 ° 04' 31"E
19.28'
L-375
S 230 31' 56" W
11.60'
L-376
S 390 45' 58" W
19.31'
L-377
S 360 14' 20" W
11.49'
L-378
S 860 59' 58" W
8.93'
L-379
N 720 35' 05" W
30.17'
L-380
N 330 05' 23" W
29.95'
L-381
N 130 14' 25" W
18.03'
L-382
N 400 48' 26" W
31.22'
L-383
N 24° 06' 21" W
17.04'
L-384
N 030 49' 48" E
14.75'
L-385
N 230 40' 01"E
28.35'
L-386
N 270 35' 09" E
31.50'
L-387
N52°26'41"E
8.72'
' PRELIMINARY PLAT
FOR RECORDATION, CONVEY
SALES OR CONSTRUCTION
LEGEND
L
LINES SURVEYED (SUBJECT PROPERTY)
LINES SURVEYED (EX.: TIE LINES)
LIES
1
29j 1
-
- - - NOT SURHTER
VEYED
L 296
-------
RIGHT-OF-WAY LINE
- CENTERLINE OF ROAD
1
EIP
EXISTING IRON PIPE FOUND
I
NIP
NEW IRON PIPE SET
1
CC
CONTROL CORNER
I
EIS
EXISTING IRON STAKE FOUND
ECM
EXISTING CONCRETE MONUMENT FOUND
1
1
RIW
RIGHT-OF-WAY
I
DB
DEED BOOK
1
PG
PAGE
I
HWM
HIGH WATERMARK
NOTE: POTENTIAL JURISDICTIONAL WATERS OF THE U.S.
I
1
WERE DELINEATED BY CPEC ENVIRONMENTAL INC.
ON 2-22-2017. THE BOUNDARIES HAVE
r- I m
NOT BEEN VERIFIED BY THE U.S. ARMY CORPS OF
i. Z
ENGINEERS (USACE) AND ARE SUBJECT TO CHANGE
1 m
FOLLOWING USACE VERIFICATION.
1
I
"WETLANDS BOUNDARY MAP"
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
CITY OR TOWN: STATE. NORTH CAROUNA
Morehead City ETJ
MOREHEAD CITY L-3&
COUNTRY CLUB L-38
PIN: 637607595186000
'TIE LINES ONLY'
L-4
S 250 1750" E
391.48'
L-5
N 440 1604" E
267.53'
L-6
N 040 56 01" W
105.00,
L-14
S 300 38' 59" E
14.07'
MOREHEAD CITY
COUNTRY CLUB
PIN: 637607595186000
404 WETLANDS
LINE
e
W
O
t`
D8 7512 W 4066
ZLIO-u�
EACH
If
L-14 L-362
'TIE LINE"
! L
V9� L-367
/
L-368
L-369
e
a
\ \
L-370
rt
h
/
L-371
L 10
CO
m N
J 4
L-372
POND
� `bIf
1-- L�73
(11,495 s.f.)
l � m
L-374
/ j F
\
If (°
380 �,2j9 L�75
If
L-377
L-378
n
MAR 2 2 2017
,'DCM- MHD�t -Y
ACREAGE COMPUTED BY COORDINATE METHOD
NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCI
IN US SURVEY FEET UNLESS OTHERWISE NOTED
GRAPHIC SCALE
BYRD
/ SURVEYING, P.A.
` \ PROFESSIONAL LAND SURVEYORS
DATE: 3-8 2017 SURVEYED BY: LEBJ
I SCALE: 1"= 100' 1 DRAWN BY. LEBJ
CHECKED & CLOSURE BY: LEBJ
112 E. JOHNSTON ST.
SMITHFIELD, N.C. 27577
PHONE: [phone]
www.byrdsu ey.com
C-0719 © 2017
SHEET 5 OF 7
16-084

L 1 404 WETLANDS
L2 404 WETLANDS
L3 404 WETLANDS
U 404 WETLANDS
LINE
BEARING
DISTANCE
L-20
N 830 06' 13" E
31.96
L-21
S 630 06' 20" E
21.75'
L-22
S 620 15' 26" E
25.82'
L-23
S 730 19' 20" E
18.32'
L-24
S 480 13' 44" E
14.49'
L-25
S 570 33' 12" E
16.72'
L-26
N74052'41"E
21.96'
L-27
S 45° 31' 46" E
26.43'
L-28
S 840 29' 21" E
39.13'
L-29
S 3503651"E
36.05'
L-30
S 290 14' 37' E
27.20'
L-31
S 030 4725" E
33.21'
L-32
S 220 51' 14" E
24.77
L-33
S 050 05' 23" E
31.13'
L-34
N 670 21' 33" E
1SAX
L-35
S 45° 45' 26" W
31.46'
L-36
S 700 26' 17' W
16.38'
L-37
S 870 55' 28" W
22.25'
L-38
S 81 ° 30' 02" W
22.45'
L-39
S 07° 18' 32" W
13.56
L-40
S 350 59' 17" E
47.1 1'
L-41
S 350 51' 52" E
28.92'
L-42
S 530 12' 48" E
19.09'
L-43
S 460 2752" E
25.82'
L-44
N 750 05' 59" E
20.20'
L-45
N 630 12' 05" E
29.88'
L-46
N 65° 20' 40" E
14.68'
L-47
N6501751"E
27.18'
L-48
S 430 32' 25" E
22.92'
L-49
N 620 09' 00" W
20.21'
L-50
S 560 11' 37' W
23.24'
L-51
S 300 5621" W
12.76'
L-52
S 68° 18' 23" W
32.46'
L-53
S 43° 22' 22" W
8.32'
L-54
S 16037' 27" E
33.34'
L-55
S 260 26' 59" E
29.27'
L-56
S 490 59' 16" E
20.22'
L-57
S 370 13' 19" E
61.70'
L-58
S 38° 13' 24" E
54.27'
L-59
S 470 00' 39' E
36.51'
L-60
S 240 33' 47' E
22.54'
L-61
S 440 2723" E
16.63'
L-62
S24000'21"E
37.99'
L-63
S 240 27' 19" E
27.94'
L-64
S 570 19' 11" E
9.64'
L-65
N 840 03' 20" E
31.89'
L-66
N 80° 26' 13" E
28.95'
L2 404 WETLANDS
LINE
BEARING
DISTANCE
L-67
S 15038'31"E
32.97'
L-68
S 79° 15' 07" E
13.55'
L-69
S 05049' 59" W
8.39'
L-70
S 540 46' 41" W
43.04'
L-71
S 560 51' 10" W
40.36'
L-72
S 58° 32' 27" W
29.97'
L-73
S5804741"W
48.47'
L-74
S 550 50' 44" W
40.56'
L-75
S 550 10' 12" W
52.24'
L-76
S 550 17' 06" W
71.37'
L-77
S 540 33' 45" W
61.07'
L-78
S 54° 06' 42" W
61.19'
L-79
N 52° 37' 35" E
120.72'
LINE
BEARING
DISTANCE
L-80
N 560 06' 03" E
55.77'
L-81
N 560 14' 52" E
70.22'
L-82
N 55° 40' 56" E
60.20'
L-83
N 560 30' 18" E
48.29'
L-84
N 61° 58' 18" E
42.15'
L-85
N 60040' 16" E
13.73'
L-86
S 12008'31"E
28.27'
L-87
S 30° 02' 08" W
24.77'
L-88
S 42° 26' 22" E
23.79'
L-89
S 78° 21' 19" E
23.80'
L-90
N 750 4658" E
53.48'
L-91
N 540 39' 20" E
52.61'
L-92
S 540 3508" E
13.28'
L-93
S40°37'41"E
36.15'
L-94
S 320 30' 17' E
23.46'
L-95
S 400 21' 37' E
30.92'
L-96
S 350 46' 35" E
24.95'
L-97
S 10° 24' 40" W
7.88'
L-98
S 640 10' 18" W
23.63'
L-99
S 640 47' 30" W
26.65'
L-100
S 640 54' 15" W
63.62'
L-101
S 640 52' 52" W
63.59'
L-102
S 620 31' 33" W
53.32'
L-103
S 590 12' 00" W
19.12'
L-104
N 87° 23' 14" E
21.22'
L-105
N 620 34' 27' E
53.50'
L-106
N 650 1637" E
63.16'
L-107
N 640 46' 34" E
63.15'
L-108
N 66° 51' S0" E
59.63'
L-109
S 200 19' 58" E
27.16'
L-1 10
S 750 31' 34" E
13.44'
L-111
S45°22' 17"E
27.14'
L-112
S 360 53' 23" E
51.32'
L-113
S 38° 22' 00" E
57.94'
L-114
S 370 44' 24" E
56.61'
L-115
S 370 52' 10" E
31.64'
L-1 16
S 43° 52'"" W
16.67'
L-1 17
S 780 08' 10" W
19.35'
L-1 18
S 390 09' 07' W
21.76'
L-1 19
S 550 25' 18" W
46.90'
L-120
N 71 ° 38' 54" W
31.54'
L-121
S 490 32' 07' E
26.16'
L-122
S 530 4745" W
51.44'
L-123
S 470 36' 58" W
39.13'
L-124
S 640 22' 00" W
25.22'
L-125
S 750 25' 41" W
16.72'
L-126
N 17001'45"W
20.52'
L-127
S 000 41' 26" E
22.64'
L-128
S 710 14' 13" W
25.21'
L-129
S55023'43"W
17.24'
L-130
S 51 ° 1 1' 08" W
17.04'
L-131
N54057'56"W
9.63'
L-132
S 230 14' 56" E
13.86'
L-133
S 29° 56' 50" W
29.52'
L-134
S 350 57' 19' W
36.29'
L-135
S 39° 59' 32" W
59.30'
LINE
BEARING
L-183
N 570 10' 16" E
L-184
N52022'51"E
L-185
N 550 09' 30" E
L-186
N 560 38' 07' E
N92
L-187
N52°59'51"E
L-188
N42041'43"E
L-189
N 40° 47' 24" E
L-190
N 510 24' 15' E
89.12'
L-191
N 530 06' 29" E
46.97'
L-388
N 530 04' 49' E
20.00'
L-192
N 53° 06' 20" E
71.38'
L-193
N 530 29' 36" E
27.00'
L-194
N45041'07'W
6.97'
L4 404 WETLANDS
LINE
BEARING
DISTANCE
L-195
S 24° 13' 05" E
67.12'
L-196
S 230 10' 15" E
63.99'
L-197
S 19053' 36" E
13.62'
L-198
S 3004700" E
68.38'
L-199
S 370 3757E
62.45'
L-200
S 370 1605" E
62.54'
L-201
S 320 08' 45' E
46.85'
L-202
S30059' 11"E
42.05'
L-203
S 390 20' 28" E
38.11'
L-204
N 70° 39' 30" E
36.10'
L-205
N 56° 57' 07' E
41.70'
L5404 WETLANDS
LINE
BEARING
DISTANCE
L-249
S 580 59' 05" E
53.06'
L-250
N 820 20' 56" E
68.07'
L-251
N 830 49' 08" E
99.04'
L-252
S 25° 1 1' 09" E
19.58'
L-253
S 380 42' 53" E
21.86'
L-254
S 420 0626" E
29.34'
L6 404 WETLANDS
LINE
BEARING
DISTANCE
L-255
S 34° 26' 12" E
45.00'
L-256
S 31 ° 45' 45" E
33.00'
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR CONSTRUCTION
LINE
BEARING
DISTANCE
L-257
N 530 32' 02" E
50.00'
L-258
N 520 15' 32" E
57.75'
L-259
N 520 43' 13" E
54.00'
L-260
N SO 29' 33" E
67.16'
L-261
N 530 34' 36" E
61.00'
L-262
N 520 34' 40" E
90.01'
L-263
N 52° 54' 36" E
77.00'
L-264
N 54° 04' 51 "E
69.10'
L-265
N 77° 16' 55" E
15.17'
L-266
S 680 58'09' E
30.00'
L-267
S 550 3738" E
38.46'
L-268
S 42° 54' 56" E
31.49'
L-269
S 100 04' 04" E
47.23'
L-270
S 06° 10' 43" E
23.87'
L-271
N78055'34"W
5.76'
L-272
N 06° 1 1' 00" E
1 4.09'
L8 404 WETLANDS
LINE
BEARING
DISTANCE
L-273
S 69° 41' 20" E
31.81'
L-274
N 77° 50' 09" E
55.16'
L-275
I S 49° 33' 52" E
10.09'
"WETLANDS BOUNDARY MAP"
RECEIVED
MAR222017
DCM- MHD CITY

L I POND
LINE
BEARING
DISTANCE
L-136
S 460 45' 33" E
39.25'
L-137
S 64° 46' 06" E
24.95'
L-138
S7205749"E
15.27'
L-139
S 84° 33' 26" E
57.64'
L-140
S 80° 52' 22" E
15.79'
L-141
S 470 34' 09" E
16.02'
L-142
S 60° 57' 10" E
24.84'
L-143
S6600I'47E
35.17'
L-144
S64°15'51"E
23.24'
L-145
S70041'27"E
17.79'
L-146
S 88° 09' 00" E
22.46'
L-147
N 240 14' 57' E
3.42'
L-148
N610 13'51"E
46.11'
L-149
N 280 53' 48" E
21.34'
L-150
N 13059' 53" E
31.83'
L-151
N 44° 54' 15" W
14.84'
L-152
N 80° 48' 14" W
16.08'
L-153
N71039'51"W
23.80'
L-154
N 590 1 1' 30" W
15.24'
L-155
N 150 49' 29" W
9.21'
L-156
N 08° 57 20" E
39.90'
L-157
N310 I4'31"E
31.88'
L-158
N 350 42' 39" E
23.97'
L-159
N 410 51' 46" E
24.03'
L- 160
N 25° 25' 03" E
7.76
L-161
N 09° 42' OF E
15.86
L-162
N 040 40' 32" W
7.70'
L-163
N 170 21' 20" W
8.24'
L-164
N 50° 19' 13" W
14.69'
L-165
S 87° 50' 03" W
15.21'
L-166
N06°54'21"W
1.67
L-167
S 860 01' 23" W
32.20'
L-168
N 85° 13' 29" W
11.97'
L-169
S74°22'40"W
14.18'
L-170
S63°47'29"W
11.72'
L-171
S 800 52' 39" W
22.79'
L-172
S 84° 32' 55" W
29.20'
L-173
S 85° 49' 36" W
24.13'
L-174
S 73° 35' 32" W
26.38'
L-175
S 59° 02' 24" W
26.50'
L-176
S 630 58' 58" W
21.26'
L-177
S 560 54' 24" W
29.97'
L-178
S 470 01' 06" W
17.52'
L-179
S 280 55' 14" W
34.02'
L- 180
S 230 22' 24" W
27.26'
L-181
S 290 49' 45" W
17.38'
L-182
S 160 00' 10" W
14.55'
L4 POND
LINE
BEARING
DISTANCE
L-206
N 540 24' 26" E
12.36'
L-207
N 340 4620" E
21.81'
L-208
N 550 10' 43" E
14.20'
L-209
N21059'01"E
26.55'
L-210
N 640 03' 57' E
26.45'
L-21 1
N 47° 46' 10" E
18.5 P
L-212
N 160 0747E
16.37'
L-213
N 270 04' 53" W
16.05'
L-214
N 620 23' 19" W
17.77'
L-215
S 620 29' 04" W
24.66'
L-216
N 800 42' 23" W
20.56'
L-217
N 33° 47' 36" W
18.09'
L-218
N 16°04' I1"E
17.70'
L-219
N 520 21' 59" E
22.97'
L-220
N 720 48' 05" E
35.12'
L-221
N 10057' 00" E
10.08'
L-222
N 13007' 23" E
13.26'
L-223
N 49° 1 1' 32" E
7.51'
L-224
N 800 05'00" E
11. 13'
L-225
S 600 50' 02" E
9.97'
L-226
S 240 3708" E
18.1 1'
L-227
S 13038'21"E
16.67'
L-228
S 200 13' 50" E
1 1.81'
L-229
S 56041' 01"E
6.61'
L-230
N 860 21' 57' E
16.27'
L-231
N 62° 10' 32" E
16.97'
L-232
N 250 54' 15" E
21.02'
L-233
N 740 28' 08" E
12.84'
L-234
S 58° 44' 19" E
11.50'
L-235
S 040 53' 43" E
14.06'
L-236
S 310 51' 06" W
12.25'
L-237
S 070 21' 29" W
24.80'
L-238
S 520 1640" W
23.60'
L-239
S 17043' 20" W
22.51'
L-240
S 55° 05' 46" W
15.13'
L-241
S 680 08' 23" W
13.55'
L-242
S 800 40' 08" W
14.89'
L-243
S 470 53' 42" W
24.75'
L-244
S 730 45' 35" W
20.02'
L-245
S 430 50' 12" W
35.65'
L-246
S 43°43' 18" W
16.67'
L-247
S 490 10' 32" W
24.13'
L-248
N 700 43' 44" W
16.75'
A113 OHW -WOa
LIOZ 9 9 Wi
C13AI303H
L8 POND
LINE
BEARING
DISTANCE
L-276
N 660 09' 26" E
14.76'
L-277
S 880 57' 14" E
14.34'
L-278
N 71 ° 33' 14" E
11.78'
L-279
S 880 10' 50" E
11.97'
L-280
N 560 06' 57E
26.17'
L-281
N20059'41"E
11.10'
L-282
N 49° 4746" E
1 1.54'
L-283
N 830 58' 1 1" E
1 1.55'
L-284
S 360 30' 50" E
10.43'
L-285
S 080 08' IF E
14.96'
L-286
S 060 23' 36" W
13.05'
L-287
S 260 36' 32" W
11.96'
L-288
S 080 14' 43" E
11.51'
L-289
S 12° 06' 55" W
12.81'
L-290
S 460 53' 47" W
9.02'
L-291
S 73° 12' 33" W
15.18'
L-292
S 610 52' 02" W
18.70'
L-293
S 230 1 1' 51" W
4.31'
L-294
N 690 24' 47' W
5.19'
L-295
S 69° 56' 03" W
6.55'
L-296
S 610 22' 09" W
13.08'
L-297
N 870 55' 27' W
13.67'
L-298
N 870 18' 34" W
14.84'
L-299
N4404721"W
24.24'
L-300
N 14°56'LV;W
15.57'
L-301
N 14° 12' 04" E
14.40'
L-302
N 42° 13' 33" E
13.00'
PRELIMINARY PLAT
NOT FOR RECORDATION, CONVEYANCES,
SALES OR CONSTRUCTION
L9 REACH AND POND
LINE
BEARING
DISTANCE
L-303
N 510 2702" E
51.16'
L-304
N 50° 51' 19" E
91.26'
L-305
N 12° 53' 04" W
13.42'
L-306
N 750 32' 32" W
92.58'
L-307
N 720 48' 08" W
16.25'
7389
S 73° 41' 24" E
31.80'
L-308
N73° 10' 1I"W
44.43'
L-309
S 10° 39' 26" W
29.17'
S 68° 35' 10" W
13.93'
N73°08'21"W
25.37'
S 74° 19'46" W
18.43'
N 77° 09'47'W
28.40'
RL-310
S 48° 19'43" W
18.52'
S 82° 22'58" W
19.61'
S 88° 12'02" W
19.17'
S 560 3724" W
22.53'
L-318
S 630 10' 37' W
22.94'
L-319
S 87° 42' 59" W
37.89'
L-320
S 830 3650" W
12.98'
L-321
N 35° 06 35" W
9.33'
L-322
N 88°39' 14" W
25.31'
17323
N 85° 35' 33- W
42.65'
L7324
N 81 ° 06- 55-W
17.18'
L-325
S 78° 42' 16" W
17.99'
L-326
S 560 05' 19" W
19.95'
L-327
S 810 20' 30" W
13.70'
L-328
S 630 2629" W
1 1.96'
L-329
N 640 08' 39" W
9.49'
L-330
N 22° 22' 04" W
23.49'
L-331
N 02° 29' 41" W
26.86'
L-332
N 130 13'01"E
33.86'
L-333
N 22° 04' 09" E
29.05'
L-334
N 24° 48' 54" E
29.39'
L-335
N 37° 02' 44" E
23.81'
L-336
N 47° 50' 37' E
24.99'
L-337
N 590 57' 39" E
20.13'
L-338
N 470 33' 39" E
23.59'
L-339
N 400 14' 50" E
28.61'
L-340
N 18059' 46" E
25.17'
L-341
N 11052'31"E
31.09'
L-342
N 080 04' 44" E
30.47'
L-343
N 710 54' 39" E
22.46'
L-344
S 89° 05' 18" E
18.64'
L-345
S 670 17' 29" E
24.08'
L-346
S 520 31' 07" E
23.14'
L-347
S 360 46' 57E
25.01'
L-348
S 410 14' 30" E
37.78'
L-349
S 310 34' 26" E
30.00'
L9 REACH AND POND
LINE
BEARING
DISTANCE
L-350
S 730 55' 09" E
12.57'
L-351
S 280 1 1' 06" W
7.89'
L-352
S 280 5756" E
32.81'
L7353
S 65° 08' 00" E
16.03'
L-354
S 470 49' 17E
32.60'
L-355
S 230 21' 38" E
29.95'
L-356
S 52° 18' 41"E
36.29'
L-357
I S 41 ° 34' 04" E
1 33.28'
"WETLANDS BOUNDARY MAP"

1, UNWOOD E. BYRD, lR, CER71FYTHATTHIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
IDS 14Z PG 51 & MAP BOOK 3, PG 138); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION
FOUND AS REFERENCED ON THIS PLAT,' THATTHE RATIO OF PRECISION OR
POSITIONAL ACCURACY IS 1 : 10,000+; THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA I21 NCAC 56.16001
THISTHE 4th DAY
OF APRIL 201 701
�EY
PROFESSIONAL,�-LAND OR
LICENSE NUMBER L-4662
LEGEND I do
LINES SURVEYED (SUBJECT PROPERTY)
LINES NOT SURVEYED ISUBJECT PROPERTY)
OHHER LINES SURVEYED (EX.: TIE UNES)
— LINES NOTSURVEYED (OTHER PROPERTIES)
RIGHT-OF-WAY LINE
CENTERLINE OF ROAD
EIP -- - - - - EXISTING IRON PIPE FOUND
NIP - - - - - - - NEW IRON PIPE SET
CC - - - - - - - CONTROL CORNER
EIS - - - - - - - EXISTING IRON STAKE FOUND
ECM------- EXISTING CONCRETE MONUMENT FOUND
RFW------- RIGHT-OF-WAY
DB------- DEED BOOK �—
PG ------- PAGE
HWM - - - - - - HIGH WATERMARK
iZ------- APPROXIMATE PROPERTY LINE
- - - - - - - WETLAND DATA SHEET LOCATION
MR ------- MAP BOOK L,
404 Jurisdictional Wetlands (WoUS)
AREA BETWEEN LI & L2
SOUTH OF CART BRIDGE
ON#18
64,142 S.F.
R3
Z712 S.F.
R4
955 S.F.
R5
1,268 S.F.
R6
214 S.F.
R7
4,006 S.F.
R8
430 S.F.
R9
314 S.F.
R 10
1,382 S.F.
RII
60 S.F.
R I POND
55,576 S.F.
R4 POND
13,537 S.F.
R8 POND
7,073 S.F.
R9 POND
70,841 S.F.
R 10 POND 5,669 S.F.
100
MGM, INC. '
DB 1561, PG 219
PIN: 637606492107000 /
"COUNTRY CLUB RUN" �A• '
NOTE: THE PURPOSE OF THIS MAP IS TO SHOW THE WETLANDS
BOUNDARY LINES AS FLAGGED IN THE FIELD. THE LOCATION
THERE
ANY SUFFERS ARE APPROXIMATE ONLY, AND
THERE MAY BE NHER FLAG STREAMS REQUIRE BUFFERS THAT
ARE NOT SHO SHOWN HEREON OR FLAGGED IN THE FIELD.
6�FE9d%py9/�
Q SEAL
L-4662 '1
NE�P0? Rom•
1 MARSH
%<1 /.
1 N
1 \ R10 REACH
1,382 s.f),
R10_,
R 10 (�
POND(5,669 s.f.I
LEGEND
NOTE. THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL INC.
NOTE: PIN NUMBERS SHOWN ARE CURRENTAS OF
THE DATE OF THIS SURVEYAND ARE
SUBJECT TO CHANGE IN THE FUTURE.
— X X CAMA COASTAL WETLANDS LINE
—a-- HIGH WATERMARK (CAMA)
1
\ CNE
LINE `[\J�/X r \
\ xn
1
I
MOREHEAD CiTY
COUNTRY CLUB
PIN: 637607595186000
k1.0
i°\ipAB' op9 bgy;l_UL_WL \2
100 Year _
Flood Line
1 //a•.G
NC GRID MON. —!
A-0 i� �� \ RIVER" NEWPORTRIVER
Q \ NAD 83 (2001)
N=371,280.46I GOJ 9�
w E= 2,678,528.60 ff. G�
, w \ CF- 0.99991,
R9_SP \r \\ SITE
R9 POND `one 7_
OO7LE RD.
110\N) (70,841 S.f) Te�B
3 g A
R9 REACH j o Vi i sM �7 (314 s.f)CALE
�7 R7_UL / _ NOTE: THIS PROPERTYIS SUBJECT TO ANY
AND ALL ERIGHT
aR R8_SP AGREMENTS OF RECORD.
\ NOTE: THE HIGH WATER MARK AND COASTAL
WETLANDS LINES SHOWN HEREON WERE
OND / FLAGGED BY HEATHER SIYRON OF CAMA
R8 P ON 11-21-20IS.
NOTE: THE SURVEYOR DOES NOT TAKE ANY RESPONSIBILITY FOR ANY
R�PCN/ UNDERGOUND UTIU17ES NOT SHOWN HEREON. THE PROPERTY
' OWNER IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
UTILITIES PRIOR TO ANY CONSTRUCTION.
2
N
Y/Q.b ' R6_SP r " �RS_UL 2�--- bou"Thisndary
daryles that this copy of this plat accurately depicts the
�Q _ _boundary o! fhejurfsdklion of Section 404 of the Clean Water
�S3 R6 b R4POND; / I�( Act as determined by the undersigned on this date. Unless mere
V —isachange lnmek>,vaw our published me
REACH (13,5375.f) O�Q as ?1 determination of Section 404 jurisdiction may be retied upon for a
R3_SP period not to exceed Me (5) years from this date. The
undersigned completed this determination uWn the
R3 REACh
(2,712s.f.)
N
d\uS m
$P R 1 PON
1 /\OE UNE' ^
~R 1 i REACH
G�
10_SP pp03 Q NOTE: THE!
RESP
unLn
/. PROI
R7_
R4_SP 1 vc�—I I appropriate Regional Supplement to the 1987 U.S. Caps of
`�/ ' " CE I V E D Engineers Wetlands Dean Non M U01.1 A
R4 REACH ✓/ (— JI Regulatoryomcld../4
(955s.f.)L- j ' MAY 2 5 2017 L- -1 teDate-
DCM- MHD CIT gSACEActionIDNa.:
SURVEYORS DECLARATION TO WHOM TL MAY CONCERN: It Is the responsibillyd the present
j owners) or future owners) of the popery shown hereon to check foram/ wetlands high water
table or other water conditions which maycouse a portion of this popery to be unusable for
certainuses Norespomibllilyofonynatwe is assumedbythesurveyarforanyconditkxns which
QG�moypresenty exist on the properlyshown hereon butane unknown to thesurveycrsuch as:
Cemetedex Family Burying Grounds. Toxic or Hozardous Waste Materials, underground Utilities,
ExIsHngand any
easements,
asem sect eosemenisa rlghtof-ways.etced with
sold
hereon. rfe utlliessor hown hers
Y ' \ amshown according
cordi .only right-of-ways twasknorbuffeurn oclated wHhsald utilities wfeveyb shown hereon
are shown ty maybe subject
to what was known a visible at hire time ys unknown
nown to t the surveyor:
This popery maybe subject to additional easements . Thereot-ways unknownor hire surveyorinthe
63 pG\�` this time that a complete h'Ne examination mayreveal. there shwa notbearry<onhucibnin the
✓ �KL fT� / pA area of any uN1Aes, easements adghtaf-ways wNFwuto complete Mle examaatbn and
NOTE: THE 100 YEAR FLOOD LINE IS SHOWN odditbnalsurveyig to Identify the accurate wWNsandcarectiocaHasofrecadofory,
APPROXIMAIELYFROM FIRM: 3720637700J easements ordghto/-ways. The surveyoris NOTon AtfMfeyot Lawand Nis advised that the
NC GRID MON. 'r.9 owner of this popery consult with a Licensed Atbmeyot Law to perform a complete title
SMITH" AND 3720637600J. EFFECTIVE DATES:
`F• 7 I62003 examination to confirm all krrown ancumberances and reveal any potential encumberoraes or
NAD 83 (2001) title Issues associated with this popery.
N= 378,900.95 ff. NOTE: NO PHYSICAL CORNERS
E= 2,676,725.82 ff. WERE SET ALONG THE SURVEY REFERENCES
CF= 0.99991691 WETLANDS BOUNDARY.
NOTE: THIS SHEET IS FOR ILLUSTRATIVE DEED BOOK 1, PAGE 51 ACREAGE COMPUTEDCOORDINATE METHOD
DEED BOOK 15454, PAGE 492-493 NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
PURPOSES ONLY. SEE SHEETS DEED BOOK 153, PAGE 456 IN US SURVEY FEET UNLESS OTHERWISE NOTED
REFERENCED HEREON FOR MORE DEED BOOK 163, PAGE 216 GRAPHIC SCALE
DETAILED INFORMATION. MAP BOOK 3, PAGE 138 0 400' 800'
"404 JURISDICTIONAL WETLANDS"
\ 7
SHEET 5
WETLANDS LOCATION SURVEY FOR
MOREHEAD C17Y
COUNTRY CLUB
YOR DOES NOTTAKEAW
BILITY FOR ANY UNDERGOUND
OT SHOWN HEREON. THE
OWNER IS RESPONSIBLE FOR
' THE LOCATION OF ALL VTUTIES
ANYCONSTRUCBON.
TOWNSHIP: MOREHEAD
COUNTY: CARTERET
CITY OR TOWN:
STATE: NORTH CAROLINA
Morehead City ETJ
PIN: 637607595186000
BYRD
SURVEYING, P.A.
PROFESSIONAL LAND SURVEYORS
DATE: 4-4-2017 SURVEYED BY. LEBJ
SCALE: 1" = 400' DRAWN BY. LEBJ
CHECKED & CLOSURE BY: LEBJ
112 E. JOHNSTON ST.
SMITHFIELD, N.C. 27577
PHONE: [phone]
www.byr&umey.com
C-0719 02017
SHEET 1 OF 7
17-036

COASTAL
WETLANDS LINE
�MARSHY
L-421
"TIE UN
LEGEND
Orr
LINES SURVEYED (SUBJECT PROPERTY)
LINES NOTSURVEYED ISUBJECTPROPERTYJ
OHHER LINES SURVEYED (EX.: 71E LINES)
LINES NOT SURVEYED (OTHER PROPERTIES)
- - — RIGHT-OF-WAYLNE
CENTERUNE OF ROAD
if X CAMA COASTAL WETLANDS LINE C
t7 a HIGH WATERMARK (CAMA)
EIP- - - - - - - EXISTING IRON PIPE FOUND
NIP - - - - - - - NEWIRONPIPESEr
CC - - - - - - - CONTROL CORNER
EIS - - - - - - - EXISTING IRON STAKE FOUND
ECM------- EXISTING CONCRETE MONUMENTFOU//L2-
RIW------- RIGHT-OF-WAY
DB------- DEED BOOK
PG ------- PAGE
HWM------ HIGH WATER MARK
Te------- APPROXIMATE PROPERTY LINE
------- WETLAND DATA SHEETLOCAT10N
MS ------- MAPSOOK
LI-4 (e R31 (ex) -- WETLAND FLAG LOCATIONS
_ _ _
L2-
/
/ AREA BETWEEN L 1 & L2 AND ALONG
/ COASTAL WETLANDS TO SOUTH SIDE OF
/ CART BRIDGE ON # 18
/ 64,142 s.f.
10
/
LIi5 COASTAL A Ll—WL
L-423 WETLANDS LINE
HWM
1i �! END COASTAL
L-426
L-11 I--L2-31
..^j 'TIE LINE" ' 1
"404 JURISDICTIONAL WET/LAN
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
ICITYORTOWN: STATE: NORTH CAROLINA
Morehead City ETJ
L2-35
L2-5
L-10—
"RE UNE"
L2-42
WETLANDS LINE
KIP, iL1-13
100 Year
Flood Line
AE8
'Thh ceiMles that fhk COPY of ttYs Plot oavafey depkh The boundayol theTurlsdktton of Section
404 of fM Clean WaterAct as determined by the undersigned on fts date. Unless there lso
change h the low WOW published regulations, the determination of Section 404jWt dktlon maybe
relied upon for a period not to exceed five (S) yeas from this date. The undersigned completed
this determination utilizing the appropriate Regional Supplement to the 1987 U.S. Army Corps of
Engfneers Wetlands Deilneof anucV
Regubtay OlRcb): ✓
L
,
L-1 $
Title.
Date: d�
/' �1
USACEActionlDNo.,�/7 %1I-n2,017 -66 R;7r
`b1
.>N � L-166
MOREHEAD CITY
COUNTRY CLUB
PIN: 637607595186000
?� L1-16
L1-24 -
V� g1 v L-36 L-
�6� L1-18 L49 L1�0
L L-42 L-5 p
4-93 �) L-L-53 t 7
92 v [- ' ' 4fl6 !C LS6 L L38
L2 46 97
-98 � � i <-,pj , L
L-60
4 &111 [-))3 L�Sfl
-5� 3 1.2-60
� 1.2-6$ L2-66 -/
L-116
�L2-59 L I J_2—SP v�
Q
6'
s 04 WETLANDS LINE oD"
100 Year
Flood Line
iAE8
Lr
R1
POND
(55,576 s.f.J
L1-44 �%Vie
/-6L41
48j /
L 1-46 1
WIDE 100 Year L`- ,�- -
\\ FI ood Li
AE8 ne RECEIVtD
r4 \�
MAY 2 5 2017
DCM— MHD CITY
N
N=
E=
CI
63
162..
rib
05 /1 E
/
-L/f +0
�U NOTE: THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL, INC.
'TIE LINES ONLY'
LINE
BEARING
DISTANCE
L-2
N 850 04' 40" E
113.57'
L-7
N 81 a 06' 45" E
427.23'
L-10
S 650 53' 43" W
30.59'
L-11
N 280 45' 42" E
33.23'
ACREAGE COMPUTED
NOIE' ALL DISTANCES ARE IR
GRAPHIC SCALE
�~V
BY R D
J
I
SURVEYING, P.A.
`m
r `Z
PROFESSIONAL LAND SURVEYORS
DATE. 4-4-2017
SURVEYED BY: LEBJ
SCALE. 1"= 100'
1 DRAWN BY: LEBJ
CHECKED & CLOSURE BY: LEW
112 E. JOHNSTON ST.
SMT1'HFIELD, N.C. 27577
PHONE: [phone]
www.hyrdaurvey.com
C-0719 0=7
SHEET 2 OF 7
17-036

1
UNESNOTSUED
— UNES
Q
YED (SCTPROPER P
NOTSURVEYED (SUfl1ECi PROPERTY)
v,
—LEGEND
OHTER LINES SURVEYED (EX: TIE LINES)
— — LINES NOTSURVEYED (OTHER PROPERRES)
r
?
— RIGHT-OF-WAY LINE
EtP
CCAMA ENTERUNE OF O AD
1
* i COASTAL LINE
0 o HIGH WATERMARK (CAMA)
EIP- - - - - - - EXISTING IRON PIPE FOUND
NIP - - - - - - - NEWIRONPIPESEr
CC - - - - - - - CONTROL CORNER
EIS ------- EXISTING IRON STAKE FOUND
ECM------- EXISTING CONCRETE MONUMENTFOUND
RIW------- RIGM-0E-WAY
DB------- DEED BOOK
PG ------- PAGE
HWM ------ HIGH WATERMARK
ft------- APPROXIMATE PROPERTY LINE
,(
•�A
------- WETLAND DATA SHEET LOCAIION
•.._- ---- — --
MS ------- MAPBOOK
%"
'
Le WETLAND FLAG LIONS
R34 (exLOCATIONS I _ _ _
__..�
I SID'
I I
�'62
S
®
IBBMg23
n jm
I I
mJ
I
I
=
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o
© I
C
g41° E
I
2R
N 50
�19
978-
� iBe
5
R
N,1)
�,g1tt. �
'
L t85
R3
cn2,e7
1
RR�
a
116'-94'_ _
S64^12'35"W
'TIE UNIF
I
I
"404 JURISDICTIONAL WETLANDS"
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
CITY OR TOWN: STATE: NORTH CAROLINA
Morehead City ETJ
R3 SP
404 WETLANDS REACH
DOC7yV0 CD
- - _'- -
I
100 Year
Flood Line
j3
PAOsID
\ WE S5,FG36
\
R7-8
I
AE 7
;'
1
R7-7
i
R7-6
�_2e3
I
(� --
J
R7-2'
R7"3
�2e2
O
R—_-
3-13
Lge1
R7REACH
2ba
I
(4,006 s.f.)
IL
R3-8
� 193
3
L2 5T
L25B �259
RS SP
R7-5 404 WETLANDS REACH
1
<�
i.
RS-3SB
R6-1 RS-4 404 WETLANDS REACH
t69
\ � 1 R5-1
191 } \ R7-1
�D
L?5p !
R5-6
RS REACH
1,268 s.f.
t jq8
R3-9 R3-10 R3-12
L 26 T
`R3_7
R4-1
R6_SP~R6-2\ R5-7—
L-252
L_253
\ L-195
0•
R6.3 RS-B—
L-254
R4-2
R4-3
R6 REACH
(214 S.f.) j
R5_UL
- -
R4 SP tf �L 197
MOREHEAD CITY
COUNTRY CLUB
PIN:637607595186000
h
z�
'This certifies that this copy of this plot accurately depicss the
boundary of the jurisdiction of Section 404 of the Clean Water Act as O p
determined by the undersigned on this dote. Unless there Is a change e2e
in the law or owpubrMed regulations, the deten it flon of Section
404 /wisdiction May be reffed upon for a period not to exceed rive (5)
years from this date. The undersigned completed this determinaflon
uhlizing the appropriate Regional Supplement to the 1987 U.S. Army
Corps of Engineers Wetlands Onecf.on Manu 9V
Regulatory Official. Y�g
Title: 9'
Dote: USACEACtIon IDNO.: S' q 0/�DO a 77,L
R4-1
R4-I1
'71e Line"
S. f.
WETLANDS REACH
14
R4 POND
'TIE LINES ONLY'
LINE
BEARING
DISTANCE
L- I
N 530 40' 53" E
157.16'
L-9
S 57° 15' 50" E
25.09'
L-12
N 550 54' 39" E
154.17'
NOTE: THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL INC
RECEIVED
F f-) MAY 2 5 2017
DCM- MH ITY
ACREAGE COMPUTED BY COORDINATE METHOD
NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
IN US SURVEY FEET UNLESS OTHERWISE NOTED
GRAPHIC SCALE
o too' 9nn'
M17-036
STON ST.
Y R D N.C. 27577
52.515-1039
SURVEYING, P.A. rvey.com
PROFESSIONAL LAND SURVEYORS9 m 2017
DATE: 4-4-2017 SURVEYED BY: LEBJ3 OF 7
SCALE: 1"= 100' DRAWN BY. LEBJNG NO.
CHECKED & CLOSURE BY. LEBJ036

#► C
LEGEND
1
EREI7
— LINES NOT SURVEYED (SUBJECT PROPS
LINES SURVEYED (SUBJESURVEYED
\
OTHER LINES SURVEYED EX: TIE
PE UNESI
THE
— LINES NOT SURVEYED (OTHER PROPERTIES)
— - - — RIGHT-OF-WAY LINE
— CENTERUNE OF ROAD
--�E---X CAMA COASTAL WETLANDS LINE
❑ ❑ HIGH WATERMARK(CAMAJ
DR -
EIP- - - - - - - EXISTING IRON PIPE FOUND
RIVER
NIP - - - - - - - NEWIRONPIPESET
CC - - - - - - - CONTROL CORNER
—
EIS ------- EXISTING IRON STAKE FOUND
ECM-------
EXISTING CONCRETE MONUMENT FOUND—RIW
R/W------- RIGHT-OF-WAY
DO ------ -DEE BOOK—��-•���-�i
PG -______ Pr
HWM - - - - - - HI H WATERMARK
It - - - - - - - APPROXIMATE PROPERTY LINE
♦------- WETLAND DATA SHEET LOCATION
MB- - - - - - - MAPBOOK
R3.
r ---
or
Rid (-- WETLAND FLAG LOCATIONS
100 Year \
Flood Line
AE 7
'TIE LINES ONLY'
LINE
BEARING
DISTANCE
L-3
N 340 39' 40" E
430.90'
L-8
N 750 49' 03" E
347.50'
L-13
S 360 05' 24" E
15.11,
NOTE: THE JURISDICTIONAL WETLANDS HEREON
II WERE DELINEATED BYCPEC ENVIRONMENTAL, INC.
pOGWOOD LN i
r
\ 11
\ 12 \
13 \ W 5 P GS
ID
MBS,36 \ R7 SP.
R7-6 53 g 3a" E L 2b3
R7-4 R7-5 \ N L 262 �- -
404 WETLANDS REACH
R7
NAD 83 f2011)
N= 370,792.60 ft. /
E= 2,677,486.33 ft. /
.k,I / �1?7-10
-6 R7- l l'
R7_UL R �2
11?7-14� L-2I
"404 JURISDICTIONAL WETLANDS"
WETLANDS LOCATION SURVEY FOR
MOREHEAD CITY
COUNTRY CLUB
TOWNSHIP: MOREHEAD COUNTY: CARTERET
CITY OR TOWN: STATE: NORTH CAROLINA
Morehead City ETJ
/
/�. s
/ R\� MOREHEAD CITY
COUNTRY CLUB
PIN: 637607595186000
R7-13 R8_SP
R8
POND
/R8-1
(7'073
s.f.)
L-275
R8-3
L-27a
R8 L,262
R8-2
13
L ?83
L-302
-277
L-284
L-270 gyp`
-280
L-285
L�oo
L-276
R8 POND
L-286
�
L-295
-288
15
L-29
1-9La
R9 POND
( 70,841 s.f. J
I
I
I
I
I
I
I
I
I
I
.19 3T 0\A "'? j
L-318 C-3/S 11 I I
L,312
L-310 I
R9 REACH / C 8 _ _ _—n __
I
1
I
I
I
1
I
I
I
I
A I
m
z1
I
I
I
I
I
I
(314 s.f. J
R9_SP
'This cenRles that th@ copy of this plat accurately depkh the boundary of theJurlstlictbn of
Section 404 of the Clean Wote Act os determ(ned by the undersigned on this date. Unless
there Is a change in the law or ourpubllshed mgulaflon, the deteaninotbn of Section 404
Junsdkffon maybe relied upon fora period not to exceed Frye (5) years from this date. The
undersigned completed ft determtnoffon ufftng the approptiote Regional Supplement to
the 1987 U.S. Army Corps of Engineers WAends Deffneation Manual." /NC GRID MON.
Regulatory Of ckil: ' ' "RIVER"
R EC FEW E D NAD 83 (2001)
Pile: �� /� D/ , ' N= 371,280.46 ft.
Date: ,1 AY 2 5 2017 CF= 0.99991608
USACEActbn IDNo.:_�,k/
R�DCM- MHD CITY
' 0�, ACREAGE COMPUTED BY COORDINATE METHOD
' NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
IN US SURVEY FEET UNLESS OTHERWISE NOTED
0 GRAPHICSCALE
100 200
/
' O vz E. JOHNSTON ST.
B Y R D SMITHFIELD, N.C. 27577
' PHONE: 252,515-1039
/ SURVEYING, P.A. www.byrdsu ey.com
PROFESSIONAL LAND SURVEYORS C-0719 ®201,
/ DATE.' 4-4-2017 SURVEYED BY: LEBJ SHEET4 OF 7
SCALE: 1"= 100' 1 DRAWN BY: LEBJ DRAWING NO.
�' / CHECKED & CLOSURE BY: LEBJ 1 17-036

COPY
LEGEND
LINES SURVEYED (SUBJECT PROPERTY)
UNES NOT SURVEYED (SUBJECT PROPERTY)
OHTER LINES SURVEYED (EX: TIE LINES)
— LINES NOTSURVEYED (OTHER PROPERTIES)
— - - — RIGHT-OF-WAYUNE
- — CENTERLINE OF ROAD
� X CAMA COASTAL WETLANDS LINE .D O HIGH WATER MARK (CAMAI
EIP- - - - - - - EXISTING IRON PIPE FOUND
NIP - - - - - - - NEWIRONPIPESET
CC - - - - - - - CONTROL CORNER
EIS ------- EXISTING IRON STAKE FOUND
ECM------- EXISTING CONCRETE MONUMENTFOUND
RIW------- RIGHT-OF-WAY
DB------- DEED BOOK
PG - PAGE
HWM ------ HIGH WATER MARK
I[�- - - - - - - APPROXIMATE PROPERTY UNE
- - - - - - - WELAND DATA SHEET LOCATION)
MB- - - - - - - MAPBOOK
R3-
4(ex.)----- WEMND FLAG LOCATIONS ♦`1
L1_L2—SP
I,
7
'TIE LINES ONLY'
1 \ /
MOREHEAD CITY 'J
l / COUNTRY CLUB
\ V / PIN: 637607595186000 "This certifies that this copy of this plat accurately depicts the boundary of the)urfsdiction of
Section 404 of the Clean WctWAct as detem*ed by the undersigned on this date. Unless ♦♦
there Is a change in the law or our published regulations the determination of Section 404
)ursdiction may be relied Upon for a period not to exceed five (5) years from this date. The
/ undersigned completed this dete ination of rdng the appropriate Regional Supptement to \
100 \l�othe 1987 U.S. Army Corps of Engineers WeHonds Deg on Manu '
LFlood Line Reguiotory� Of�fficyior,
X AE 8 77ne: /' /, /i /-1
/ `��r n Date:
0_ R10-6 �(7 �� USACEACt1on IDNo.: �/�%✓�' ��/�"OO(��y `\
L-396 _
:5 �1
Ri 1 3 �D 1 �Lr. \, j
L 1-48
NOTE: THE JURISDICTIONAL WETLANDS HEREON
WERE DELINEATED BY CPEC ENVIRONMENTAL, INC.
/
L-182/^\\� \\
Y v
[Z RI POND
` (55,576 s.f. ) �♦
LINE
BEARING
DISTANCE
L-2
N 85e 04' 40" E
113.57'
L-4
S 19° 27' 46" W
368.34'
L-14
S 10052' 14" W
16.17'
10-4 R11 1 RI I REACH 1 I RECE9jL��
! 10-3 (60 s.f.)
L-414 L-400 MPOND
L-at3 Lrol
L-411 Y
LL 0�
Ld09
L L�03 ART PATH
L-404 C
L-405 "404 JURISDICTIONAL WETLANDS"
L406 \ WETLANDS LOCATION SURVEY FOR
MOREHEAD C17Y
COUNTRY CLUB
107
I 1 \ \ TOWNSHIP: MOREHEAD COUNTY: CARTERET
I I 1 CITY OR TOWN: STATE: NORTH CAROLINA
Morehead City ETJ
^J MAY 2 5 2017 \
\ DCM- MHD CITY \�
1 ACREAGE COMPUTED BY COORDINATE METHOD
NOTE: ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES
GRAPHIC SCALE
BYRD
SURVEYING, P.A.
DATE. 4-4-2017 SURVEYED BY: LEBJ
SCALE: 1"= 100' DRAWN BY.- LEBJ
CHECKED & CLOSURE BY. LEBJ
112 E. JOHNSTON ST.
SMITHFIELD, N.C. 27577
PHONE: [phone]
www.byrdourvey.com
C-0719 C 2017
SHEET 5 OF 7
17-036

L1 404 WETLANDS PERIMETER
LINE
BEARING
DISTANCE
L-20
N 830 06' 13" E
31.96'
L-21
S 63° 06' 20" E
21.75'
L-22
S 62° 15' 26" E
25.82'
L-23
S 73° 19' 20" E
18.32'
L-24
S 48° 13' 44" E
14.49'
L-25
S 57° 33' 17' E
16.72'
L-26
N 740 52' 41"E
21.96'
L-27
S 450 31' 46" E
26.43'
L-28
S 840 29' 21" E
39.13'
L-29
S 359 36' 5 1 " E
36.05'
L-30
S 29° 14' 37' E
272C
L-31
S 030 47' 2S' E
33.21'
L32
S 22° 51' 14" E
24.7T
L-33
S 05° 05' 23" E
31.13'
L-34
N 670 21' 33" E
15.44'
L-35
S 450 45' 26" W
31.46'
L-36
S 70° 26' 1 T' W
16.38'
L-37
S 87° 5528" W
22.26
L36
S 81 ° 30' 02" W
22.45'
L39
S 070 18' 32" W
13.56'
L-40
S 35° 59' IT' E
47.1 I'
L-41
S 35° 51' 52" E
28.92'
L-42
S 53° 12' 48" E
19.09
L-43
S 460 27 52" E
25.82'
L-44
N 75° 05' 59' E
20.20'
L-45
N 63° 12' 05' E
29.W
L-46
N 650 20' 40" E
14.68'
L47
N65°IT51'E
2me
L48
S 430 32' 25' E
22.92'
L49
N 62° 09' 00" W
To.21'
L-50
S 560 11' 37' W
23.24'
L-5I
S 300 56' 21" W
12.76'
L-52
S 68° 18' 23" W
32.46'
L-53
S 43° 22' 22" W
8.32'
L-54
S 16° 37 27' E
33.34'
L-55
S 26° 26- 59' E
29.27'
L-56
S 490 59' 16' E
20.22'
L-57
S 37° 13' 19" E
61.70'
L-58
S 380 13' 24" E
54.27
L-59
S 470 00' 39' E
36.51'
L-60
S 24° 33- 47- E
22.54'
L-61
S 44° 27 23" E
16.63'
L-62
S24000'21"E
37.99'
L-63
S 240 27" 19' E
27.94'
L-64
S57° 19' 1I"E
9.64'
L-65
N 84° 03' 20" E
31.89'
L-66
N 80° 26' 13" E
28.95'
L2 404 WETLANDS PERIMETER
LINE
BEARING
DISTANCE
L-67
S 15°38'31"E
32.97
L-68
S 79° 15' OT' E
13.55'
L-69
S 05° 49' 59' W
8.39'
L-70
S 54° 46' 41" W
43.04'
L-71
S 56° 51' 10" W
40.36
L-72
S 58° 32' 27' W
29.97
L-73
S 58° 4741" W
48.47
L-74
S 550 50' 44" W
40.56'
L-75
S 55° 10' 12" W
52.24'
L-76
S 550 17 06" W
71.37
L-77
S 540 33' 45' W
61.07'
L-78
S SO 06' 42" W
61.19'
L-79
N 520 37 35" E
120.72'
L2 404 WETLANDS PERIMETER
LINE
BEARING
DISTANCE
L-60
N 560 06' 03" E
55.77'
L-81
N 560 14' 52" E
70.22'
L-82
N 550 40' 56" E
60.20'
L-83
N 560 30' 18" E
48.29'
L-84
N 610 58' 1 B" E
42.15'
L35
N 60° 40' 16" E
13.73'
L-86
I S 120 08' 31"E
28.27'
L-87
S 300 02' OS" W
24.77'
L-88
S 42° 26' 22" E
23.79'
L-89
S 78° 21' 19' E
23.80'
L-90
N 750 46' 58" E
53.48'
L-91
N 540 37 20" E
52.61'
L-92
S 540 35' 08" E
13.28'
L-93
S4003741"E
36.15'
L-94
S 32° 30' 17' E
23.46'
L-95
S 400 21' 37' E
30.92'
L-96
S 350 46' 3S' E
24.95'
L-97
S 10024' 40" W
7.88'
L-98
S 64° 10' 18" W
23.63'
L-99
S 640 47 30" W
26.65'
L-100
S 64° 54' IS' W
63.62'
L-101
S64052'52"W
63.59'
L-102
S 620 31' 33" W
53.32'
L-103
S 590 12' 00" W
19.12'
L-104
N 87° 23' 14" E
21.22'
L-105
N 62° 34' 2T' E
53.50'
L-106
N 650 16' 37' E
63.16'
L-107
N 640 46' 34" E
63.15'
L-108
N 660 51' 50" E
59.63'
L-109
S 20° 19' 56' E
27.16'
L-110
S 750 31' 34" E
13.44'
L-III
S45°22' 11"E
27.14'
L-112
S 360 53' 23" E
51.32'
L- 113
S 380 22' 00" E
57.94'
L-114
S37044'24"E
56.61'
L-I IS
537°52' 10"E
31.64'
L-1 16
S 43° 52' 44" W
16.67'
L- 117
S 780 08' 10" W
19.35'
L-118
S 390 09' 07' W
21.76'
L-119
S 55° 25' 16'
46.90'
L-120
N 71 ° 38' 54" W
31.54'
L-121
S 490 32' 07' E
26.16'
L-122
S53°4745"W
51."
L-123
S 470 36' 58" W
39.13'
L-124
S 640 22' 00' W
25.22'
L-125
S 750 25' 41" W
16.72'
L-126
N 170 01' 45" W
20.52'
L-127
S 00° 41' 26" E
22.64'
L-128
S 710 14' 13" W
25.21'
L-129
S 55° 23' 43" W
17.24'
1.-130
S 51 ° I i' 08' W
17.04'
L-131
N 540 5756" W
9.63'
L-132
S 230 14' 56" E
13.86'
L-133
S 290 56' SO" W
29.52'
L-134
S35057)0"W
36.29'
L-135
S 39° 59' 32" W
59.30:
R3 404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L-183
N 570 10' 16" E
43.22'
L-184
N52°22'51"E
112.80'
L-185
N 550 09' 30" E
82.04'
L-186
N 560 38' 07' E
104.11'
L-187
N52°59'51"E
69.00'
L-188
N 420 41' 43" E
7.12'
L-189
N 40° 4T 24" E
9.22'
L-190
N 51 ° 24' 15' E
89.12'
L-191
N 530 06' 29' E -
46.97
L388
N 530 04' 49' E
20.00'
L-192
N 530 06' 20" E
71.38'
L-193
N 530 29' 36" E
27.00'
L-194
N45041'07"W
6.97
R4 404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L-195
S 250 27 06" E
15.66'
L-196
S 230 28' 13" E
1 15.45'
L-197
S W 53' 36" E
13.62'
L-198
S 300 47 W' E
68.36'
L-199
S3702701"E
124.99,
L-201
S 32° 08' 4S' E
46.85'
L-202
S30°5911"E
42.05
L-203 I
S 390 20' 28" E
38.11'
L-204
N 70° 39' 30" E
36.10'
L-205
N 56° 57' OT' E
41.70'
R5 404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L-249
S 580 59' 05' E
53.06'
L-250
N 820 20' 56" E
68.07
L-251
N 83" 49' 08" E
99.04'
L-252
S 250 1 P 09' E
19.58'
L-253
S 380 42' 53" E
21.86'
L-254
S 420 06' 26" E
29.34'
R6 404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L-255
S 34° 26' 12"
1 4500'
L-256
I S 31 ° 45' 4S' E
1 33.00'
R 10 404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L-390
S 400 03' 57" W
27.77'
L-391
S 410 45' 00" W
61.33'
L-392
S 390 46' 06' W
33.95'
L-393
S 42° 53' 38" W
34.36'
L-394
S 370 20' 56" W
70.53'
"404 JURISDICTIONAL WETLANDS"
R7 404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L-257
N 530 32' 02" E
50.00'
L-258
N 52° 15'32" E
57.75
L-259
N 520 43' 13" E
54.00'
L-260
N 540 29' 33" E
67.16'
L-261
N 530 34' 36" E
61.00'
L7262
N 52° 34' 40" E
90.01'
L-263
N 52° 54' 36" E
77.00'
L-264
N 54° 04' 51"E
69.10'
L-265
N 770 16' 5S' E
15.17'
L-266
S 680 MOVE
30.W
L-267
S 550 37'38" E
38.46'
L-268
S 420 54' 56" E
31.49'
L-269
S 100 04' 04" E
47.23'
L-270
S 000 32' 13" W
22.27'
R8 404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L-273
S 69° 41' 20" E
31.81'
L-274
N 77° 50' 09" E
55.16'
L-275
S 490 33' S2" E
10.09'
R 11404 WETLANDS CENTERLINE
LINE
BEARING
DISTANCE
L395
S 410 24' 43" E
1 11'
L-396
S 64° 08' 43" E
8.05
L-397
S 520 59' 3T' E
10.82'
COASTAL WETLANDS BETWEEN
L I AND L2 PERIMETER
LINE
BEARING
DISTANCE
L421
S 600 04' 34" W
29.39'
L422
S 29° 32' 12" E
15.33'
L423
S 30° 56' 12" W
4.42'
L-424
S 420 36' 56" E
1 1.29'
L425
S 400 56 33" E
20.32'
L-426
S 43° 5T 19' E
32.70'
L427
S 310 40' 48" E
42.64'
LINEAR WETLAND CENTERLINE POINTS
PROVIDED BY CPEC ENVIRONMENTAL, INC.
POINT ID
WIDTH
R3-1
1.50'
R3-2
4.00'
R3-3
4.00'
R3-4
4.00'
R3-5
4.00'
R3-6
4.00'
R3-7
3.00'
R3-8
4.00'
R3-9
4.00'
R3-10
4.00'
R3-11
4.00'
R3-12-R5-I-R7-1
6.00'
R4-1
4.00'
R4-2
3.00'
R43
3.00'
R4-4
2.00'
R4-5
1.50'
R4-6
1.50'
R4-7
1.50'
R4-8
1.50'
R4-9
1.50'
R4-10
1.50'
R4-11
1.50'
R5-2
4.00'
R5-3-R6-1
6.00'
R5-4
4.00'
R5-5
4.00'
RS-6
5.00'
RS-7
4.00'
R5-8
3.00'
R5-9
3.00'
'This certifies that this copy of this plat accurately depicts the
boundary of thelurisdctlon of Section 404 of the Clean Water
Act a$ determined by the undersigned on this date. Unless there
Is a change in the law or our published regulations, the
determination of Section 404 Jurisdiction may be relied upon for a
period not to exceed f ve 15) years from this date. The
undersigned completed this determination uWng the
appopriate Reglcnd Supplement to the 1987 U.S. Army Corps of
Engineers Wetlands Defineotloab4pnuof
Regulatory Ofticlol.
Title:
Date. C 02p/
USACE Action ID No.:-Sg4bi7-OGcZ �y
POINT ID
WIDTH
R6-2
3.00'
R6-3
0.00'
R7-2
5.00'
R7-3
5.00'
R7-4
5.00'
R7-5
5.00'
R7.6
5.00'
R7-7
6.00'
R7-8
6.00'
R7-9
8.00'
R7-10
10.00'
R7- I 1
6.00'
R7-12
6.00'
R7-13Ji8-1
6.00'
R7-14
4.00'
R7-15
1.00'
R8-2
5.00'
RB-3
4.00'
R8-4
4.00'
R9-1
4.00'
R9-2
4.00'
R9-3
4.00'
R9-4
4.00'
R10-1
6.00'
R 10-2
6.00'
R103
6.00'
R 10-4
6.00'
R I O-5
6.00'
R 10-6
4.00'
RI1-1
3.00'
R11-2
3.00'
R11-3
3.00'
RECEIVED
MAY 2 5 2017
DCM- MHD CITY

RI POND PERIMETER R4 POND PFRIAAFTFR
LINE
BEARING
DISTANCE
L-136
S 46° 45' 33" E
39.25'
L-137
S 64° 46' 06" E
24.95'
L-138
S72°5749"E
15.27
L-139
S 84° 33' 26" E
57.64'
L-140
S 800 5222" E
15.79'
L-141
S47034'09'E
16.02'
L-142
S 60° 57 10"E
24.84'
L-143
S 660 01' 47' E
35.17
L-144
S64°1551"E
23.24'
L-145
S70041'27'E
17.79'
L-146
S 880 09' W' E
22.46'
L-147
N 240 14' 5T' E
3.42'
L-148
N61°13'51"E
46.11'
L-149
N 28° 53' 48' E
21.34'
L-150
N 13° 59' 53" E
31.83'
L-151
N 440 54' 15" W
14.84'
L-152
N 80° 48' 14" W
16.08'
L-153
N71°39151"W
23.80'
L-154
N 590 1 Y 30" W
15.24'
L-155
N 15° 49' 29' W
9.21'
L-156
N08°5720"E
39.9a
L-157
N31014'31"E
31.86'
L-158
N 35° 4239" E
23.97
L-159
N41051'46"E
24.OY
L-160
N 25° 25' 03" E
7.76'
L-161
N 090 42' 08' E
15.86'
L-762
N 04° 40' 37' W
770'
L-163
N 17' 21' 20' W
8.24'
L-164
N 500 19' 13" W
14.69'
L-165
S 870 SCOT W
15.21'
L-166
NO6°54'21"W
1.67'
L-167
S 8,�6° 01' 23" W
32.20'
L-16B
N 85° 13' 29" W
11.97'
L-169
S74022'40'W
14.18'
L-170
S 630 47" 29' W
11.72'
L-171
S 800 52' 39' W
22.79'
L-172
S 84° 32' 55" W
29.20'
L-173
S 85° 49' 36" W
24.13'
L-174 1
S 730 35' 37' W
26.38'
L-175
S 59° 02' 24" W
26.50'
L-176
S 630 58' 58' W
21.26'
L-177
S 560 54' 24" W
29.97'
L-178
S 47° 01' 06" W
17.52'
L-179
S 28° 55' 14" W
34.02'
L-180
S 230 22' 24" W
27.28'
L-181
S 290 49' 45' W
17.38'
L-182
S 16° 00' l0' W
14.55'
LINE
BEARING
DISTANCE
L-206
N 54° 24' 26" E
12.38'
L-207
N 34° 46' 20" E
21.81'
L-208
N 550 10' 43" E
14.20'
L-209
N21°59'01"E
26.55'
L-210
N 640 03' 5T' E
26.45
L-211
N 47° 46' 10' E
18.51'
L-212
N 16° OT 47' E
16.37
7213
N 2 0404' 53" W
16.05'
L-214
N 62° 23' 19' W
17.77
L-215
S 62° 29 04" W
24.66'
L-216
N BOO 42' 23" W
20.56'
L-217
N 330 47 W' W
18.09'
L-218
N 16°04' 11"E
17.70'
L-219
N 520 21' 59' E
22.97'
L-220
N 720 48' OS' E
35.12'
L-221
N 10° 57 00' E
10.08'
L-222
N 13° OT 23" E
13.26'
L-223
N 490 11' 32" E
751'
L-224
N BOO 0500" E
11. 13'
L-225
S 600 50' 07' E
9.97'
L-226
S 240 37 08" E
18.11'
L-227
S13°38'21"E
16.67
L-228
S 20° 13' 50" E
11.81'
L-229
S56041'01"E
6.6Y
L-230
N 86° 21- STE
16.27
L-231
N 620 10' 32" E
16.97'
L-232
N 25° 54' IS' E
21.02'
L-233
N 740 28' 08' E
12.84'
L-234
S 58° 44' I9' E
11.501,
L-235
S 040 53' 43' E
14.06'
L-236
S 31 ° 51' 06" W
12.25'
L-237
S Or 21' 29' W
24.80'
L-238
S 520 1640" W
23.60'
L-239
S 17° 43' 20' W
22.51'
L-240
S 550 05' 46" W
15.13'
L-241
S 680 08' 23" W
13.55'
7242
S BOO 40' Oe' W
14.89'
L-243 I
S 470 53' 42" W
24.75'
L-244
S 730 45' 35' W
20.02'
L-245
S 43° 50' I7' W
356'
L-246
S43°43' 18'W
1 667
L-247
S 49° 10'32" W
45
23
N 700 43'44" W
15'L-248
6.7
R9 REACH AND POND PFRIAAFTFR
LINE
BEARING
DISTANCE
L-350
S 73° 55' 09' E
12.57'
L-351
S 28° 1 1' 06" W
7.89'
L-352
S 280 57' 56" E
32.81'
L-353
S 65° 08' 00" E
16.03'
L�354
S 470 49' 1 T' E
32.60'
L-355
S 230 21' 38" E
29.95'
L-356
S52°18'41"E
36.29'
L-357 I
S 41° 34' 04" E
33.28'
R8 POND PERIMETER
LINE
BEARING
DISTANCE
L-276
N 660 09' 26" E
14.76'
L-277
S 88° ST 14" E
14.34'
L-278
I N 710 33' 14" E
11.78'
L-279
S 88° 10' 50' E
1 1.97'
L-280
N 560 06' 5T' E
28.17'
L-281
N20°5941"E
71.10-
L-262
N 490 47 46" E
1 1.54'
L-283
N83058' 11"E
11.55'
L-284
S 360 30' 50' E
10.43'
L-285
S 08° OS' 18' E
14.96'
L-286
S 060 2336" W
13.05'
L-287
S 26° 3632" W
11.96'
L-288
S 08° 14' 43' E
11.51,
L-289
S 120 06' 55' W
12.81'
L-290
S 46° 53' 47' W
9.02'
L-291
S 73° 12' 33" W
15.16'
L-292
S 610 52' 02" W
18.70'
L-293
S23° 1I'S1"W
4.31'
L-294
N 69° 24' 4T' W
5.19'
L-295
S 69° 56' 03" W
6.55'
L-296
S 610 22' 09' W
13.08'
L-297
N 87' 55 27W
13.67'
L-298
N 8P 18' 34" W
14.84'
L-299
N 44° 4T 21" W
24.24'
L-300
N 14056' 29' W
-15.57'
L.i01
N 140 17 04" E
14.40'
L-302
N 420 13' 33" E
13.00'
'This certifies that this copy of this plat accurately deplcb the
boundary of the jurisdiction of Section 404 of the Clean Water
Act as determined by the undersigned on this dote. Unless there
is a change in the law or ourpubkshed regulatiom the
determination of Section 404jurhdicnon maybe relied upon fora
period not to exceed live (5) yean from this date. The
undersigned completed this determinafion uHlidng the
2 .:1D OV ,aI
LINE
BEARING
DISTANCE
L-389
S 730 41' 24" E
31.80'
L-308
S73° 10' I1"E
44.43'
L-309
S 10° 37 26" W
29.17
L-310
S 68° 35' 10' W
13.93'
L-3 11
N 73° 08' 2 1 " W
25.37
L: 12
S 74° 19' 46" W
18.43'
L-313
N 77° 09' 47' W
28.40'
L-314
S 48° 19' 43" W
18.52'
4315
S 82° 22' 58' W
19.61'
L516
S 88° 12' 02" W
19. IT
L,317
S 560 3724" W
22.53'
L-3I8
S 63° 10' 39" W
22.94'
L-319
S 870 42' 59' W
37.8V
7720
S 830 36' SO" W
12.98'
L-321
N 350 06' 35' W
9.33'
L-322
I N 880 39' 14" W
25.31'
L-323
I N 850 35' 30" W
42.65'
L-324
N 81 ° 06' 55" W
17.18'
L7325
S 78° 42' 16" W
17.99'
L-326
S 560 05' 19' W
19.95'
L-327
S 81 ° 20' 30" W
13.70'
C328
S 63° 26' 29' W
11.96'
L-329
N 640 08' 39' W
9.49'
L-330
N 22° 22' 04" W
23.49'
L-331
N 02° 29' 41" W
26.86'
L-332
N 130 IYO1"E
33.86'
L-333
N 220 04' 09" E
29.05'
L7334
N 24° 48' 54" E
29.39'
L-335
N 370 02' "" E
23.81'
L-336
N 470 50' 3T' E
24.99'
L-337
N 59° 5739' E
TO.13'
L-336
N 47' 33' 39' E
23.59
L-339
N 40° 14' 50" E 1
28.61'
L-340
N 18059 46" E
25.17
L-341
N 1105731"E
31.09'
L-342
N 080 04' 44" E
30.47
L-343
N 710 54' 39' E
22.46'
L-344
S 890 05' 18" E
18.64'
L-345
S 67' 17 29' E
24.08'
L-346
S 520 31' 07' E
23.14'
L-347
S 36° 46' ST' E
25.01'
L-348
S 4 I.14' 30' E
37.78'
L-349
S 31 ° 34' 26" E
30.00'
appropriate Regional Supplement to the 1987 O.S. Army Corps of
Engineers Wetlands Delineation Manual."
Regulatory
Ofsflccllaak
/
Date: -/ did/ �
USACEActionlD No.: JP• 9�y-Or%/ )Z �����` 37�
'TIE LINES ONLY"
L-1
N 530 40' 53" E
157.16'
L-2
N 850 04' 40" E
113.57'
L,3
N 340 39' 40" E
430.90'
L-4
S 190 2746" W
368.34'
L-7
N 810 06' 45" E
427.23'
L-8
N 750 49' 03" E
347.50'
L-9
S 57° 15' 50" E
25.09'
L-10
S 650 53' 43" W
30.59'
L- I 1
N 280 45' 42" E
33.23'
L-12
N 55° 54' 39" E
154.17'
L-13
S 360 05' 24" E
15.11'
L-14
S 100 52' 14" W
16.17'
R 10 POND PERIMETER
LINE
BEARING
DISTANCE
L-398
S 52° 18' W' E
35.04'
L-399
S 340 08' 36" E
15.97
L-400
S 140 20' 22" E
15.75'
L-401
S 030 32' 33" W
23.75'
L-402
S 400 3652" E
29.36'
L-403
S 060 22' 40' E
18.57
7404
S 29° 08' 10" W
15.94'
L-405
S 090 03' 19' W
13.84'
L-406
S 650 36' 46" W
7.65'
L-407
N 810 3604" W
35.75'
L-406
N 10° 45' 10" E
23.20'
L-409
N 250 59' 33' E
10.78'
L-410
N040 1306'W
11.34'
L-411
N 32° 26' 26" W
11.25'
L-412
N 060 27 56" W
23.96'
L-413
N 47' 57 46" W
11. 13'
L-414
N 380 37 30' W
7.74'
L-415
N25°3T ITW
15.68'
L-416
N 130 07 57' W
15.87'
L7417
N 14° 54' 12" W
7.92'
L-418
N 31 ° 18' 44" E
7.64'
L-419
N 520 45' 40" E
7.80'
L-420
N 840 08' 55' E
7.88'
"404 JURISDICTIONAL WETLANDS"
NOTE
CEIVED
MAY 2 5 2017
DCM- MHD CITY
GRAPHIC SCALE
--r
WETLANDS LOCATION SURVEY FOR B y R D S TH 1MZE. JOHNSTON
N.C. 27577
MOREHEAD CITY SURVEYING, P.A. � . r umry om
COUNTRY CLUB PROFESSIONAL LAND SURVEYORS C4M9 02017
TOWNSHIP: MOREHEAD COUNTY: CARTERET DATE: 4-4-2017 SURVEYED BY: LEBJ SHEET 7 OF 7
CITY OR TOWN: STATE: NORTH CAROLINA SCALE. 1"= 100' 1 DRAWN BY: LEBJ DRAWING NO.
Morehead City ETJ CHECKED & CLOSURE BY: LEBJ 17-036